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Application Materials Charlene Way From:clerk@meridiancity.org Sent:Thursday, February 11, 2021 8:02 AM To:Charlene Way Subject:Development Application Transmittals- Jocelyn Park Sub No.1 FP-2020-0019 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Jocelyn Park Subdivision No. 1 FP-2020-0019 nd Hearing Date: March 2, 2021 Assigned Planner: Joseph Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law 1 Hearing Date: March 2, 2021 Planner: Joseph Dodson File No.: FP-2020-0019 Project Name: Jocelyn Park No. 1 Request: Final plat consisting of 41 building lots, and 7 common lots on 10.15 acres of land in the R-8 zoning district,by Erickson Civil. Location: The site is located on the south side of W.Victory Road, approximately 1/4 mile west of S. Meridian Road, in the NW 1/4 of the NE 1/4 of Section 25, Township 3N.,Range 1 W. December 211h,2020 Honorable Mayor and City Council City of Meridian 33 E. Broadway Ave. Meridian, Idaho 83642 RE: Jocelyn Park Subdivision No. 1—Final Plat Application Dear Mayor and Council, As representative for Hayden Homes Idaho, LLC, we respectfully request that the City accepts the attached final plat application for the Jocelyn Park Subdivision No. 1. The preliminary plat was approved for this development with 66 single family detached building lots and 7 common lots. This application includes a Phase 1 final plat that was prepared in accordance with the approved preliminary plat for (41) single family detached building lots, and 7 common lots with a total overall project Phase 1 density of 4.04 units per acre on 10.15 acres. No changes are requested from the approved preliminary plat. The property is currently located within City limits and has an R-8 zoning designation. The applicant is working with the developer of the Timberline Estates Sub. No. 2 to provide pedestrian signage and to construct the sidewalk section through common Lot 5 of Block 2 from W. Contender Dr. out to W.Victory Rd. in accordance with Condition of Approval No. 6 & No. 7. The final plat is prepared in substantial conformance with the approved preliminary plat and complies with the Conditions of Approval included in the Findings of Fact and Conclusions of Law for H-2020-0067. The enclosed application, plat, and construction plans have been prepared and submitted in accordance with the requirements and provisions of the UDC and acceptable engineering, architectural and surveying practices, and local standards. The project approval that is currently in place for the development is (H-2020-0067). We look forward to working with you and your staff and request approval of this project. Please feel free to contact me at(208)867-3954 with any questions or concerns Sincerely, f ERWOTFVivi1,Inc. Rosnso Project Manager 6213 N.Cloverdale Road,Suite 125 Boise,Idaho 83713 T.208.846.8955, F.208.846.8956 Jocelyn Park P1 Final Plat Calculations Total Phase Area 10.15 AC Buidling Lots 41 Common Lots 7 Phase Gross Density 4.04 UNITS/AC Phase Building Lot Area 181526 SQFT 4.17 AC Phase Net Density 9.84 UNITS/AC Minimum Lot Size 4000 SF Average Lot Size 4427 SF i ADA COUNTY RECORDER Phil McGrane 2020-164567 BOISE IDAHO Pgs=4 NIKOLA OLSON 11/30/2020 03:57 PM ALLIANCE TITLE-BOISE PRODUCTION CENTER $15.00 &16 ALLIANCE TITLE G EscROW WARRANTY DEED Alliance Title&Escrow, LLC Order No.:493780 FOR VALUE RECEIVED IPG Investment LLC,an Idaho Limited Liability Company the grantor(s), do(es)hereby grant,bargain,sell and convey unto Hayden Homes Idaho,LLC,an Idaho Limited Liability Company whose current address is 2464SW Glacier Place Ste. 110 Redmond,OR 97756 the grantee(s), the following described premises, in Ada County, Idaho,TO WIT: A parcel of land being a portion of the Northeast Quarter,Section 25,Township 3 North,Range 1 West,Boise Meridian,Ada county,Idaho,more particularly described as follows: Beginning at an aluminum cap marking the Northwest corner of the Northeast Quarter of the Northeast Quarter,Section 25,Township 3 North,Range 1 West, Boise Meridian,Ada County,Idaho which is the Real Point of Beginning; thence Along the Northerly boundary of the Northwest Quarter of the Northeast Quarter Section 25 North 89°43'11"West,467.00 feet to a point; thence leaving said Northerly boundary South 22000'00"East, 13.00 feet to a point marking a point of curve; thence Southeasterly along a curve to the right 248.25 feet,said curve having a central angle of 16°35'34",a radius of 857.22 feet,tangents of 125.00,and a long chord of 247.38 feet, bearing South 13°42'13" East to a point of ending curve; thence South 05024'26"East 125.99 feet to a point marking a point of curve; thence along a curve to the left 99.12 feet,said curve having a central angle of 18°3534",a radius of 305.45 feet,tangents of 50.00 feet,and a long chord of 98.69 feet,bearing South 14°42'13"East to point ending of curve; thence South 241100100"East 295.00 feet to a point; thence South 00104'50"West 240.00 feet to a point; thence South 31019138"East 365.69 feet to a point; thence South 89°47'16"East 55.00 feet to a point on the Easterly boundary of said Northwest Quarter of the Northeast Quarter,Section 25;thence along said Easterly boundary of Northwest Quarter of the Northeast Quarter,Section 25 South 0°04'50"West 37.95 feet to an iron pin marking the Northwest corner of Lot 14, Block 10,Meridian Heights Subdivision No.3 as filed for record in the office of the Ada County Recorder,Boise, Idaho at Book 62,Pages 6274 and 6275; thence along the boundaries of said Meridian Heights Subdivision No.3 South 89104115"East 207.08 feet to an iron pin; thence North 16136'22" East 36.19 feet to an iron pin; thence North 21147122"West 50.94 feet to an iron pin; thence North 42*41145"West 90.00 feet to an iron pin marking the Westerly corder of Lot 3,said Block 10,Meridian Heights Subdivision No.3 which is also the Southwest corner of Block 10,!Meridian Heights Subdivision No.2 as filed for record in the office of the Ada County Recorder,Boise, Idaho,at Book 41,Pages 3353 and 3354; File No.493780 thence leaving the boundary of Meridian Heights Subdivision No.3 and along the boundary of said Meridian Heights Subdivision No.2 North 00*04150" East 190.00 feet to an iron pin; thence South 890S5'10"East 100.00 feet to an iron pin; thence North 00004'50"East 599.66 feet to an iron pin marking the Northwest corner of Lot 1,Block 9,said Meridian Heights Subdivision No.2; thence leaving said Westerly boundary of Meridian Heights Subdivision No.2 North 75127'20"West 41AI feet to a point; thence North 89°4633"West 197.16 feet to a point on the Westerly boundary of said Northeast Quarter of the Northeast Quarter,Section 25; thence along said Westerly boundary North 00°04'50" East 385.55 feet to the Point of Beginning. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee(s), that (s)he is/are the owner(s) in fee simple of said premises; that they are free from all encumbrances Except: Current Year Taxes, conditions, covenants, restrictions, reservations,casements, rights and rights of way,apparent or of record. And that(s)he will warrant and defend the same from all lawful claims whatsoever. Dated: November 23,2020 KPG Investment LLC,an Idaho Limited Liability Company Xichol—a!sA ton,Managing Member Austin Edwards,Managing Member J&Evans,panaging Member State of Florida ss County of On this day of November,2020,before me,the undersigned, a Notary Public in and for said state, personally appeared James Evans known or identified to me to be the Managing Member in the Limited Liability Company known as KPG Investments, LLC,an Idaho Limited Liability Company who executed the foregoing instrument in said LLC name. IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. Notary ublic for the State of Florida s p w. t- ANGEIA D.MAYS Residing at: I l C .f �Gc! .. , Notary Public-State of Florida i � . Commission#GG 956779 Commission Expires: *; 31—�2—�_ �.,oF�,. My Comm.Expires May 31,202a Banded through National Notary Assc. File No.493780 State of Idaho County of ealKfvn. On this 30 day of ,in the year gg,036ore me,the undersigned,a Notary Public in and for said state, personally appeared �". c4 known or identified to me to be the Managing Member in the Limited Liability Company known ds who executed the foregoing instrument in said LLC name. IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. AA 11 0, ,.. Sokary Public�for't"he S e o Idaho Residing at: f L I d c r,-,' Z f) Commission Expires: LINDA KAY BOATMAN Notary Public.State of Idaho Commission Number 20203923 My Commissian Expires Oct 8,2026 State of Idaho County of C&I C41 On this day of ,in the yearbefore me,the undersigned,a Notary Public in and for said state, persona ly appeared known or identified to me to be the Managing Member in the Limited Liability Company known as `k'4gy i who executed the foregoing instrument in said LLC name. IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. otary Public for thq Stag of1daho Residing at: t J Commission Expires: LINDA KAY BOATMAN Notary Public-state of Idaho Commission Number 20203923 My Commission Expires Oct S, 2026 Legal Description Jocelyn Park Subdivision No. 1 A parcel of land being located in the NE '/4 of Section 25, T.3N., RAW., B.M., City of Meridian, Ada County, Idaho, and more particularly described as follows: BEGINNING at an Aluminum Cap monument marking the NE corner of the NW'/4 of the NE '/4(E 1/16 corner) of said Section 25, from which an Aluminum Cap monument marking the NW corner of the NE '/4 of said Section bears North 89020'48" West a distance of 1319.53 feet; Thence South 0026'03" West along the east boundary of said NW'/4 of the NE %a distance of 385.38 feet to a point; Thence leaving said boundary South 89025'20" East a distance of 197.16 feet to a point; Thence South 75010'24" East a distance of 41.41 feet to a point on the westerly boundary of Meridian Heights No. 2 Subdivision, as shown in Book 41 of Plats on Pages 3353 and 3354, records of Ada County, Idaho; Thence along said westerly boundary South 0026'03" West (formerly South 0004'50" West) a distance of 65.56 feet to a point; Thence leaving said boundary North 81°25'03"West a distance of 132.35 feet to a point; Thence South 89010'29"West a distance of 23.31 feet to a point; Thence South 64°33'25"West a distance of 76.26 feet to a point; Thence South 40014'57"West a distance of 98.42 feet to a point; Thence South 22059'01" East a distance of 99.07 feet to a point; Thence South 0025'17" West a distance of 372.57 feet to a point; Thence South 89032'00" East a distance of 99.50 feet to a point; Thence South 0'25'17"West a distance of 2.47 feet to a point; Thence South 89033'20" East a distance of 47.00 feet to a point on the westerly boundary of said Meridian Heights No. 2 Subdivision; Thence along said westerly boundary South 0026'03" West(formerly South 0004'50" West) a distance of 167.42 feet to a point on the westerly boundary of Meridian Heights No. 3 Subdivision, as shown in Book 62 of Plats on Pages 6274 and 6275, records of Ada County, Idaho; Thence along the westerly boundary of said Meridian Heights No. 3 Subdivision the following courses and distances: Thence South 42010'50" East a distance of 89.90 feet (formerly South 42041'45" West), 90.00 feet) to a point; Jocelyn Park Subdivision No. 1 Job No.2 ��' of 2 land sSumeying and Consulting Page 1 of 2 Thence South 21°36'19" East a distance of 50.86 feet(formerly South 21°47'22" East, 50.94 feet) to a point; Thence South 17007'41" West a distance of 36.13 feet(formerly South 16036'22" West, 36.19 feet) to a point; Thence N 88°44'42" West a distance of 206.86 feet (formerly North 89'04'15" West, 207.08 feet) to a point on the easterly boundary of Biltmore Estates Subdivision No. 1, as shown in Book 108 of Plats on Pages 15145 through 15147, records of Ada County, Idaho; Thence leaving the boundary of said Meridian Heights No. 3 Subdivision and along the boundary of said Biltmore Estates Subdivision No. 1, and continuing along the easterly boundary of Timberline Subdivision No. 1, as shown in Book 116 of Plats on Pages 17457 through 17459, records of Ada County, Idaho, North 0026'03" E (formerly North 0025'59" East and North 0024'46" East) a distance of 38.07 feet to a point; Thence continuing along the easterly boundary of said Timberline Subdivision No. 1 the following courses and distances: Thence North 89°32'45"West(formerly North 89024'09" West) a distance of 55.00 feet to a point; Thence North 30058'48"West (formerly North 30059'42" West) a distance of 365.69 feet to a point; Thence North 0°25'40" East(formerly North 0024'46" East) a distance of 240.00 feet to a point; Thence North 23039"0" West (formerly North 23040'14" West) a distance of 295.00 feet to a point of curvature; Thence partially along the boundary of said Timberline Subdivision No. 1, and along the easterly boundary of Timberline Subdivision No. 2 as shown in Book of Plats on Pages through , a distance of 99.12 feet along the arc of a 305.45 foot radius curve right, said curve having a central angle of 18035'34" and a long chord bearing North 14021'23"West a distance of 98.69 feet to a point of tangency; Thence continuing along the easterly boundary of said Timberline Subdivision No. 2 the following courses and distance: Thence North 5003'36"West a distance of 125.99 feet to a point of curvature; Thence a distance of 248.25 feet along the arc of an 857.22 foot radius curve left, said curve having a central angle of 16°35'34" and a long chord bearing North 13021'23" West a distance of 247.38 feet to a point of tangency; Thence North 21039"0"West a distance of 12.91 feet to a point on the north boundary of said NW '/4 of the NE '/4, Thence along said north boundary South 89020'48" East a distance of 467.11 \oNPL LA No s feet to the POINT OF BEGINNING. Co \S T F Gp� Said parcel containing 10.15 acres, more or less. 0 11118 Clinton W. Hansen, PLS Land Solutions, PC < qT oP December 14, 2020 ON W NP Jocelyn Park Subdivision No. 1 blutions Q—/-' of 2 Land 5uweying and Consulting Job No.2 Page 2 of 2 AFFIDAVIT OF LEGAL INTEREST 0;%4Gar� STATE OF HWI&M ) COUNTY OF A4'*A ) Vgch0A VS Hayden Homes Idaho, LLC 1406 N. Main St., Suite 109 I, , Meridian (name) Idaho (address) (city) (state) being first duly sworn upon, oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: Erickson Civil, Inc. 6213 N. CLoverdale Rd. Ste 125, Boise, ID 83713 (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend ghd hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). fD� day e�e,M�¢r Dated this y of � 20 20 (Signa ure) SUBSCRIBED AND SWORN to before me the day and year first above written. ' ,� ? n she��.O.c i+Pl ,r e (Notary Public for 14a4w) �'�GfXI OFF'ICFAL STAMP Residing at: ICE e,SCVIU �S KIMBERLY DIANE GUTHRIE NOTARY PUBLIC-OREGGN coMMlssloN NO.98792e My Commission Expires: o '� MY COMMISSION EXPIRES MAY 20,2023 (Rev 05/29/20) December 91",2020 City of Meridian 33 E. Broadway Ave.,Suite 210 Meridian, Idaho 83642 RE: Jocelyn Park Subdivision No. 1 —Street Centerline Finished Grade in Reference to Highest Established Ground Water Elevation To Whom It May Concern, Please find this letter as certification that the centerline elevations of the proposed streets within the Jocelyn Park Subdivision No. 1 are a minimum of three(3)feet above the highest established ground water elevation. Please feel free to contact me at 208.867.3954 if you should have any questions or require any additional information. Sincerely, Erickson-Civil,Inc. FF+ 1 �3 Ross Erickson, P.E. (P 1 -9-2 Project Manager �rf OF ass K ER��o 6213 N.Cloverdale Road,Suite 125 Boise,Idaho 83713 T.208.846.8955, F.208.846.8956 Ross Erickson From: Jessica Moran <jmoran@adacounty.id.gov> on behalf of Street NameMail <streetnamemail@adacounty.id.gov> Sent: Tuesday, December 15, 2020 8:20 AM To: Ross Erickson; Street NameMail Subject: RE:Jocelyn Park P1 & P2 Corrected Plats (Final Review) Hi Ross, I don't think it's necessary to send out a revised plat at this time. I believe all if not most of the proposed streets will be approved, so once these two reviews are wrapped up,you just have to make those changes and there will be no need for you to resubmit. If Cabin Creek is approved, I will make sure to reserve that as the name to replace Lone Pine. Please let me know if you have any questions. Thanks, Jessica From: Ross Erickson <ross@ericksoncivil.com> Sent:Tuesday, December 15, 2020 7:59 AM To:Jessica Moran <jmoran@adacounty.id.gov>; Street NameMail <streetnamemail@adacounty.id.gov> Subject: [EXTERNAL] FW:Jocelyn Park P1 & P2 Corrected Plats (Final Review) CAUTION:This email originated from outside Ada County email servers. Do not click on links or open attachments unless you recognize the sender and know the content is safe.Verify the sender by mouse-hovering over their display name in order to see the sender's full email address and confirm it is not suspicious. If you are unsure an email is safe, please report the email by using the Thish Alert' button in Outlook. HI Jessica—Please use the attached final plats for the final street name evaluation instead of the plats sent=yesterday afternoon—I missed the Lone Pine name change to Cabin Creek on the P2 plat. Sorry about that. Thanks, RE Urvv#4ulf nvr q/IVH Huff nvr q f P lylAtq f 1 9546#21W aryhugdcbi#rgZ7xRiM58 Er1h/11gdkrt 6:46 F 153;1;9:16<87 W153;1;791;<88 I153;1;791;<89 urwC huYnvrgf_Vbf rip z z z 1huYnvrgf1ybfrp 9hufnvrgf1/bfr1p ` From: Ross Erickson Sent: Monday, December 14, 2020 4:51 PM To:Jessica Moran <jmoran@adacounty.id.gov> Subject:Jocelyn Park P1 & P2 Corrected Plats (Final Review) 1 Hi Jessica—I've attached the revised final plats that include the corrected street names for Jocelyn Park Sub. No. 1 & No. 2. Will you please process the "Final Review"for both of these subdivisions. Thanks, RE Urvv#3ulf nvrq/}rDH Hulf nvrgfF lyl?Ugf 1 9546#Q 1W acyhtgd(h4JgZ7x1h#158 Erlh/j[gdkr#;6:46 F 153;1;9:16<87 WJ53;1;791;<88 I153;1;791;<89 irv)C huYnvrcrf 1r13f rp z z z 11uYnvrcrf)J1z1frA #hu1Envraf1i13fr1D ` 2 JOCELYN PARK SUBDIVISION NO. 1 BOOK , PAGE LOCATED IN THE NE 1 /4 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN 0' 50' 100, 200' CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 NOTES SCALE: 1" = 100' 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,JOCELYN PARK SUBDIVISION LINE TABLE HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. BASIS OF BEARING CP&F INST. NO. LINE LENGTH BEARING 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC 24 N89'20'48"W 1319.53' CP&018193 N0. #2019-015472 UTILITIES,JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) 1/4 _ PLS 11334 W. VICTORY RD. S89*20'48"E 467.11' EqCANAL" 1/16 _ S89'21'45"E 24 19 L1 41.41' S75°10'24"E FEET BOUNDARY.ENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION 25 852.42' ld, -199.6I' _ ___ - M 1320.00' - - L2 23.31' S89°10'29'W CP&F INST. N0. S1tiN \4 r N _ N 150' POINT OF 25 30 3. ANY RE SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE BEGINNING L3 47.00' S89°33'20"ERE-SUBDIVISON. 2019-115455 QX 452.53' o4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY NAMPA&MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE _ o L25 _ _ _ J - / GRESS�EGRESS AND UTILITY L4 50.86' S21°36'19"EMERIDIAN SEWER AND - -------- ASEMENT, INSTR. NO. 8734711 z SECTION 31-3805(1)(b). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED WATER EASEMENT, -`-- RELOCATED 100 RIDENBAUGH ¢ FOR ASSESSMENTS FROM THE NAMPA&MERIDIAN IRRIGATION DISTRICT. INSTR. NO. 114009333 0 o L5 36.13' S17°07'41"W 71250 sf EASEMENT, 50' EACH SIDE OF CENTER 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING �, CD. BLOCK 1 LINE PER INSTR. NO_9215337 �/ w L6 38.07' NO°26'03"E REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL. 100 RIDENBAUGH CANAL �_ ___ __------ _,- m EASEMENT, 50' EACH SIDE OF «S44°20'48"E vi L7 5500' N89°32'45"W 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS CENTERLINE PER INSTR. NO. �°' ,,� 35.00' � . SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7608075 - TO BE RELINQUISHED UNPLATTED �/ �� - � �i L8 1291' N21°39'10"W WHEN CANAL RELOCATED PER �� ° �$, � / 00 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER INSTR. NO. 9215337 �� ' �F� �j�o EXISTING ADA COUNTY HIGHWAY L9 23.50' SO°26'03"W ELEVATION. c 108.56' ?'49.50' ;'S° 409.35' \ DISTRICT TEMPORARY EASEMENT, 8. LOT 1,BLOCK 1; LOTS 18 AND 24,BLOCK 2 AND LOTS 1,2, 11 AND 23,BLOCK 3 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE o N ' INSTR. NO. -_-__-_--- L10 23.50' SO°26'03"W JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR _ N89'20'48"W W. CONTENDER DR. m PUBLIC UTILITIES AND JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION. 1 OD c> - - - - � L11 27.85' S44°21'22"E 0 137.51 10' 268.55' 0' o 0 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL OPERATION, r" PLS 972 57.55' 34.04' >> d c., 40.00' 40.00' 40.00' Y40.48' 40.66' N L12 9.96' NO°39'12"E AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED c Ol L I3 � w =� 25.00j Ol 1 ®1 4 0 WATKINS DRAIN EASEMENT, CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE W 0 3 L13 8.18' N71°02'08"E 1 YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED cn o Z N O2 a, r7 �© 3 3 30' INSTR. N0. 9259521 ( ) 1 p �M o � coJ rn '�� rQ" o� L14 8.25' SO°26'03"W PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT da M Mao M o OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. 1 z - N o o00 0�� o�� voi '- o 1 �BLOCKJ L2 ` J 23.5'23.5' - `" "� `r' 5' `" �i L15 91.75' N80°0T22"E 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS 1 0 48.10' 53.74' i � l ` 5' 27' FARR LATERAL EASEMENT, INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. 1 "2 43.83 40.00' 40.00' 40.00 40.48' L16 42,50' SO°26'03"W 1 N N S89'2048"E 5 C-' INST. N0. 9259521 U co N89'20'48"W S89'20'48"E PTO(, �50 11. PORTIONS OF LOT 1, BLOCK 1; LOT 24,BLOCK 2 AND LOTS 2 AND 11,BLOCK 3 AS DELINEATED HEREON ARE SERVIENT TO AND CONTAIN PLS 972 cr 0101.84 h o L17 23.50' SO°26'03"W THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED 1 w 3 109.42' �_ 0 94.90' QNS S89°25'20"E 197.16' Q�S Nti 5p06 E �NaS sf09�9��i O s S825'23"E 1 (� MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.2015-103256, L18 23.50' N89°33'57"W Nag 61' 87.80' OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER ®4717 sf* cp �� s 'oo L14 150.73'- - EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY gyp E N0�• s{" o N83'21'07 E o L19 42.50' NO.26'03"E i c, 01 o' 9 4A4, 9� BLOCK 3 34291 sf O o- L DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE o1n ' 0� s_o 2 N o L20 23.50' S89°33'20"E STORM WATER DRAINAGE SYSTEM. iNO�• gqs� � ' c, 5 10 sf o �. 12. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS PLS 972 AO y1/s \ i 0 ��0959 `L6 ��2 N8125'03"w V) L21 23,50' S89°33'20"E INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. 104 3A rho y� o. 61. RN 1 S"L5 132'35' L22 28.37' S48°22'15"W 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR JOCELYN PARK SUBDIVISION (p 6711 sf s- L N S NO. 1, RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. �� L23 88.28' N76°56'05"E 7 1�ti5 sf„� �L N��q1- O�Dc 14. DIRECT LOT ACCESS TO W.VICTORY ROAD IS PROHIBITED. o ti0� o 7 gE S 00 L24 53.18' SO°39'12"W 6 sf � 2 /tJ g553, gEm/ pp5 �� L25 176.89' S88°33'04"W 6'0 N�cr: o ® 41'L f� 012 N61-Q_ tJ c9 o �' •s�66 %g `ro, �� o� 10 4�sf �� s p L26 31,86' S89'33'57"E i� �p�, sf" 3 4652�p„� �, CURVE TABLE CURVE TABLE ��19�� 1'99 1 0 CURVE # LENGTH RADIUS DELTA BEARING CHORD CURVE # LENGTH RADIUS DELTA BEARING CHORD vo m / N01 R�s1 o 'o_ 7 N0�53 sf rn 10 4098, L� ,t 14 52 3 Cl 99.12' 305.45' 18°35'34" N14°21'23"W 98.69' C18 13.01' 176.50' 4°13'26" N20°52'18"W 13.01' o/�� oO66 9t�/> ; Nam`2�1� - f 9.3' z z Z O i 100j6 sf„�� 11.95 o o C2 248.25' 857.22' 16°35'34" NlYD'23"W 247.38' C19 59.09' 176.50' 19°10'52" N9°10'09"W 58.81' A00 i 15 5243 sf S un d 66 1 P o_ o 20.7 o M C3 61.88' 150.00' 23°38'12" S11°09'54"E 61.44' C20 19,75' 147.00' 7°41'52" S3°25'39"E 19.73' s 5655sf� N 3r17� m �, LEGEND c9 ?0 12 BLOCK 2 rn V) 'n C4 81.70' 200.00' 23'24'18" N11°16'52"W 81.13' C21 14.84' 147.00' 5°46'58" S10°10'04"E 14.83' 101.56' b, 30' WATKINS DRAIN EASEMENT, N 9'40 1"E " N 16 4451 sf INSTR. NO. 9259521 M C5 193.97' 123.50' 89'59'14" S44°34'20"E 174.64' C22 39.06' 147.00' 15*1S21" S20°40'13T 38.94' PLS 972 c:,�89'33"E z w ® FOUND ALUMINUM CAP MONUMENT 88.92' co r_ _ a' 13 4001 sf oio oO100.42' o 'n UNPLATTED a • FOUND 1/2" REBAR AS NOTED C6 95,31' 100.00' 54°36'37" S62°15'38"E 91.75' C23 41.75' 147.00' 16'16'18" S36°25'03"E 41.61' S89'3443"E S89 3443"E � r- w Qo� _ ® FOUND 5/8" REBAR AS NOTED C7 47.30' 100.00' 27°06'01" S21°24'19"E 46.86' C24 39.86' 147.00' 15°32'05" S52°19'14"E 39.73' p 14800�sf o 0 18 q�042'� o a o SET 1/2" REBAR WITH PLS 11118 C8 14.45' 100.00' 8'16'36" S3°43'01"E 14,43' C25 38.05' 147.00' 14°49'48" S67°30'11"E 37.94' o `r S891t43"EY, �NS89'3�43"E 1� 0° PLASTIC CAP N w _ ^ w „ C9 18.72' 223.50' 4°48'01" N1°58'43"W 18.72' C26 37.58' 147.00' 14°38'52" S82°14'31"E 37.48' 88.93' r y o 10042' o SET 5/8 REBAR WITH PLS 11118 0 15 0 0 19 o in 4003 sf U ri n o o BLOC�t 3o N PLASTIC CAP C10 40.05' 223.50' 10°16'05" N9°30'46"W 40.00' C27 26.92' 857.22' 1'47'56" S20°45'11"E 26.91' w -C�lM9'34_'43"0 o ��589'3�43 E _� o Z o�O100.42' o N a - - - - SECTION LINE C11 32.52' 223.50' 8*20'13" N18°48'54"W 32,49' C28 172.45' 857.22' 11°31'35" S14°05'26"E 172.16' d Lo rn 88.93' a, o co 20 0 o c� 16 4001 sf o, 400. sf o - - CENTER LINE N S8973 '43 0 z ��S893�43"EJ J C12 45.72' 126.50' 20°42'30" S12°37'45"E 45.4T C29 23.74' 857.22' 1°35'13" S7°32'01"E 23.74' Z _ o' Q ____ ACHD STORM WATER DRAINAGE IL F 88.94'Nc 214012 sf o m EASEMENT LINE, SEE NOTE 11 C13 6.47' 126.50' 2°55'42" SO°48'39"E 6.46' C30 23.66' 857.22' 1°34'53" S5°56'59"E 23.66' 0 0 17 °O o� ,�89'34�3"E � \ i� ^�1 _ a PUBLIC UTILITY, PRESSURE IRRIGATION C14 2.72' 19.00' 8'12'38" S4°45'31"W 2.72' C31 1.48' 857.22' 0°05'57" S5°06'34"E 1.48' 1583 sf 4 38' N & LOT DRAINAGE EASEMENT LINE- PLS 14221 18 � w 4037 sf \ o� SEE NOTES 1 &2 C15 11.86' 19.00' 35°45'47" S72°46'18"W 11.67' C32 24.09' 305.45' 4°31'07" S7°19'09"E 24.08' l23 h r, S89*34'43"E cn CN \99.50 EXISTING RIDENBAUGH CANAL EASEMENT 81.9 23 N S8932'00"E L3 PER INSTRUMENT NO. 7608075 C16 35.79' 173.50' 11°49'06" S5°1521"E 35.72' C33 56.70' 305.45' 10*38'07" S14°53'47"E 56.62' \CV sO4364 s 78•88' �tiL20 L21 EXISTING RIDENBAUGH CANAL EASEMENT C17 35.79' 173.50' 1°49'06" S17°04'27"E 35.72' C34 18.33' 305.45' 3°26'19" S21°56'00"E 8.33' \ 1 4166 h J PER INSTRUMENT NO. 9215337 2O .ti1�c��'' W. WINNIPEG ST. 33'57"W18 PLS 972 - - OTHER EASEMENT AS NOTED C J SURVEY TIE LINE 21 ?s FC26 L26 145.60' PLS;4116 3- LLA 4947 sf 1.33' --- -, "' SUBDIVISION BOUNDARY LINE r1P Np s�d�. L 88�-- co ^ LOT LINEGISTFR 0 22, co 00 o SEE NOTE 11 N cV o !v L OCp 90�Gmo� 6195 sf cz� 23 s o 24 \ D V) o Lo ADJACENT PROPERTY LINE , 1° c� 5494 sf� ' �^ N - CLINTON W. HANSEN C o Z2 wATKINs DRAIN m co (SO'04'50"W) DATA OF RECORD a 1 1. 1 18 � 44.60 67.27' EASEMENT, INSTR. ° -- NO CAP `" N 18 LOT NUMBER PLS 11118 Nj; �� _ r*t o �- S89'32'00"E 111.87' NO. 9259521 S' &, "' cD '� P v � c9 PLACED CAP �j ��c IO `90- PLS 11118 z w , tiT F 2s BLOCK 2 52049 sf "ss 5 ON HI. NP F = MERIDIAN SEWER AND WATER �OOpJ (S214722"E) = c� , EASEMENT, INST. 114009333 ll(50.94) z o m PLS 14221 o m SURVEYOR'S NARRATIVE (N89 24'09"W)-�L7 PLS 14221 PLS 972 m j' Lan =+ of tiO ns (N024'46"W) _j h THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED PLS 972 `(S1636 22"W) (N025'S9"W) TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED NE 1/16 N88'44'42"W 206.86 (36.13) SUBDIVISION BOUNDARIES OF TIMBERLINE SUBDIVISION NO. 1, TIMBERLINE Land Surveying and Consulting PLS 14221 (N89104'15"W 207.08) BILTMORE ESTATES SUBDIVISION N0. 1 � I SUBDIVISION NO. 2, BILTMORE ESTATES SUBDIVISION NO. 1, MERIDIAN HEIGHTS 231 E. 5TH ST., STE. A BOOK EST PAGES 1 SUBDIVISION 5147 MERIDIAN HEIGHTS N0. 3 SUBDIVISION NO. 2 SUBDIVISION, MERIDIAN HEIGHTS NO. 3 SUBDIVISION, INFORMATION FROM MERIDIAN, ID 83642 RECORD OF SURVEY NUMBERS 2242, 9618, AND CURRENT DEEDS OF RECORD. (208) 288-2040 fax (208) 288-2557 BOOK 62, PAGES 6274-6275 THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE www.landsolutions.biz RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. JOB NO. 20-59 SHEET 1 OF 3 JOCELYN PARK SUBDIVISION NO . 1 BOOK , PAGE CERTIFICATE OF OWNERS KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF JOCELYN PARK SUBDIVISION NO. 1; A PARCEL OF LAND BEING LOCATED IN THE NE 1/4 OF SECTION 25, T.3N., R.1W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN ALUMINUM CAP MONUMENT MARKING THE NE CORNER OF THE NW 1/4 OF THE NE 1/4 (E 1/16 CORNER) OF SAID SECTION 25, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE NW CORNER OF THE NE 1/4 OF SAID SECTION BEARS NORTH 89°20'48" WEST A DISTANCE OF 1319.53 FEET; THENCE SOUTH 0°26'03" WEST ALONG THE EAST BOUNDARY OF SAID NW 1/4 OF THE NE 1/4 A DISTANCE OF 385.38 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY SOUTH 89°25'20" EAST A DISTANCE OF 197.16 FEET TO A POINT; THENCE SOUTH 75'10'24" EAST A DISTANCE OF 41.41 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MERIDIAN HEIGHTS NO. 2 SUBDIVISION, AS SHOWN IN BOOK 41 OF PLATS ON PAGES 3353 AND 3354, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG SAID WESTERLY BOUNDARY SOUTH 0°26'03"WEST (FORMERLY SOUTH 0-04-50" WEST)A DISTANCE OF 65.56 FEET TO A POINT; ACKNOWLEDGMENT THENCE LEAVING SAID BOUNDARY NORTH 81°25'03" WEST A DISTANCE OF 132.35 FEET TO A POINT; STATE OF S.S. COUNTY OF THENCE SOUTH 89°10'29"WEST A DISTANCE OF 23.31 FEET TO A POINT; THENCE SOUTH 64°33'25"WEST A DISTANCE OF 76.26 FEET TO A POINT; ON THIS DAY OF 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED , KNOWN OR THENCE SOUTH 40°14'57"WEST A DISTANCE OF 98.42 FEET TO A POINT; PRESENTED TO ME TO BE A MANAGER OF CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS"AND ACKNOWLEDGED TO THENCE SOUTH 22°59'01" EAST A DISTANCE OF 99.07 FEET TO A POINT; ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. THENCE SOUTH 0°25'17" WEST A DISTANCE OF 372.57 FEET TO A POINT; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY THENCE SOUTH 89°32'00" EAST A DISTANCE OF 99.50 FEET TO A POINT; AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE SOUTH 0°25'17" WEST A DISTANCE OF 2.47 FEET TO A POINT; MY COMMISSION EXPIRES THENCE SOUTH 89°33'20" EAST A DISTANCE OF 47.00 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 2 SUBDIVISION; RESIDING AT THENCE ALONG SAID WESTERLY BOUNDARY SOUTH 0°26'03"WEST (FORMERLY SOUTH 0°04'50" WEST)A DISTANCE OF 167.42 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MERIDIAN HEIGHTS NO. 3 SUBDIVISION, AS SHOWN IN BOOK 62 OF PLATS ON PAGES 6274 AND 6275, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE WESTERLY BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 3 SUBDIVISION THE FOLLOWING COURSES AND DISTANCES: NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE SOUTH 42°10'50" EAST A DISTANCE OF 89.90 FEET (FORMERLY SOUTH 42-41-45" WEST), 90.00 FEET) TO A POINT; THENCE SOUTH 21°36'19" EAST A DISTANCE OF 50.86 FEET (FORMERLY SOUTH 21°47'22" EAST, 50.94 FEET) TO A POINT; THENCE SOUTH 17°07'41"WEST A DISTANCE OF 36.13 FEET (FORMERLY SOUTH 16°36'22"WEST, 36.19 FEET)TO A POINT; THENCE N 88°44'42" WEST A DISTANCE OF 206.86 FEET (FORMERLY NORTH 89°04'15" WEST, 207.08 FEET) TO A POINT ON THE EASTERLY BOUNDARY OF BILTMORE ESTATES SUBDIVISION NO. 1, AS SHOWN IN BOOK 108 OF PLATS ON PAGES 15145 THROUGH 15147, RECORDS OF ADA COUNTY, IDAHO; THENCE LEAVING THE BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 3 SUBDIVISION AND ALONG THE BOUNDARY OF SAID BILTMORE ESTATES SUBDIVISION NO. 1, AND CONTINUING ALONG THE EASTERLY BOUNDARY OF TIMBERLINE SUBDIVISION NO. 1, AS SHOWN IN BOOK 116 OF PLATS ON PAGES 17457 THROUGH 17459, RECORDS OF ADA COUNTY, IDAHO, NORTH 0°26'03" E (FORMERLY NORTH 0°25'59" EAST AND NORTH 0°24'46" EAST)A DISTANCE OF 38.07 FEET TO A POINT; THENCE CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID TIMBERLINE SUBDIVISION NO. 1 THE FOLLOWING COURSES AND DISTANCES: CERTIFICATE OF SURVEYOR THENCE NORTH 89°32'45" WEST (FORMERLY NORTH 89-24-09" WEST)A DISTANCE OF 55.00 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THENCE NORTH 30°58'48" WEST (FORMERLY NORTH 30°59'42" WEST)A DISTANCE OF 365.69 FEET TO A POINT; THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION THENCE NORTH 0°25'40" EAST (FORMERLY NORTH 0°24'46" EAST)A DISTANCE OF 240.00 FEET TO A POINT; AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE NORTH 23'39'10" WEST (FORMERLY NORTH 23-4014" WEST)A DISTANCE OF 295.00 FEET TO A POINT OF CURVATURE; THENCE PARTIALLY ALONG THE BOUNDARY OF SAID TIMBERLINE SUBDIVISION NO. 1, AND ALONG THE EASTERLY BOUNDARY OF TIMBERLINE SUBDIVISION NO. 2 AS SHOWN IN BOOK OF PLATS ON PAGES THROUGH , RECORDS OF ADA COUNTY, IDAHO, A DISTANCE OF 99.12 FEET ALONG THE ARC OF A 305.45 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A t�NL LA No CENTRAL ANGLE OF 18°35'34" AND A LONG CHORD BEARING NORTH 14°21'23"WEST A DISTANCE OF 98.69 FEET TO A POINT OF TANGENCY; S FR SG�L THENCE CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID TIMBERLINE SUBDIVISION NO. 2 THE FOLLOWING COURSES AND DISTANCES: o� CLINTON W. HANSEN a � 1 1 .118 0 THENCE NORTH 5°03'36"WEST A DISTANCE OF 125.99 FEET TO A POINT OF CURVATURE; PLS 11118 LA I �o THENCE A DISTANCE OF 248.25 FEET ALONG THE ARC OF AN 857.22 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 16°35'34" AND A LONG CHORD BEARING NORTH �� lF OF 13°21'23"WEST A DISTANCE OF 247.38 FEET TO A POINT OF TANGENCY; �ToN W NP- THENCE NORTH 21°39'10" WEST A DISTANCE OF 12.91 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID NW 1/4 OF THE NE 1/4; THENCE ALONG SAID NORTH BOUNDARY SOUTH 89°20'48" EAST A DISTANCE OF 467.11 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 10.15 ACRES, MORE OR LESS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED me Lo I ix+� � o ij HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. ;,,,) .r IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20 Land Surveying and Consulting 231 E. 5TH ST., STE. A CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz BY MANAGER JOB N0. 20-59 SHEET 2 OF 3 JOCELYN PARK SUBDIVISION NO . 1 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS DATE CERTIFICATE OF THE COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. APPROVAL OF CITY COUNCIL I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE: 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO S.S. INSTRUMENT NO. COUNTY OF ADA I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20_, IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER — MERIDIAN, IDAHO \0NPL LA No G\STE G'ALc^ CLINTON W. HANSEN a 1 1. 1 .18 0 PLS 11118 NjA Po 2 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT q TFOF �� 5� THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �T01V W. NPR DISTRICT COMMISSIONERS ON THE DAY OF , 20 0 Jr j sA jr C�� Land Surveying and Consulting PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 20-59 SHEET 3 OF 3 ADA COUNTY STREET NAME REVIEW Preliminary Plat e Review Date: December 9, 2020 Final Plat Project Name: Jocelyn Park Sub No 01 T/R/S 3N1W25 Parcel Number(s): S1225120700, S1225110300 Project/Plat Applicant: Erickson Civil, Inc. Phone No: 208-846-8955 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT W VICTORY RD v v v v � 0 o v U 3 v a r- o Proposed Street Names: u Q o V m Comments 1 W CONTENDER DR X 2 S GARIBALDI CT X E Use Pl.Change to S Garibald Pl. 3 S LONE PINE AVE E Use Way. Doesn't align,change to a new unique name. 4 W WINNEPEG ST N E Correct to Winnipeg. 5 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Replace S GARIBALDI CT with S GARIBALDI PL Replace S LONE PINE AVE with a NEW UNIQUE NAME Replace W WINNEPEG ST with W WINNIPEG ST NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Codes/criteria regarding denial A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other The overall final street names are subject to change at Final Plat phase levels due to design changes, time constraints and or previous recorded plat street alignments. Page 1 of 1 � all o ° W Whitehall i i i > St W Eggers m m a) m \(n E Whitehall Street t Place m a, a G) ; W Maestra d ' 1 co Of m v' v Street C- Model----------+-' +--- -------+----------� cn W W Grizzly Driv - ,• m •--- ----i- - ----- +-., Y m Drive i e > a _� E Lake Creek Street o °o Q U D c o E Loggers ' rn 3 m 3 a a7 > bs u)I Pass F� fn cn m a W Orso a = fn �riL2a • Street 9 i Gy U Drive rn D ; e o0 > bra erman ---- 3N1W24 ' ----- `� C0 SD 9 ----------+- ----------+ 0 w-----• en W Fortini ourt ; �'s° a/ice ; 3N1E19 o Po"<�, 0 ay Street , , -0es t i t �j y m•a) _ t i //�/ N fn �ai i i i U) CA s'Gsrr v u¢i Q W Galvani Drive --- ----� -o ! 4° _ CD ----� Obse 1 ' U ---- ' 1 1 1 f 1 �' ' S Ruffian W Victory Road co 0 D �' , E Victory Road c > > Lane --a,•E•Whiskey 0 Q ; W Contender ; Q > Flats W Contender Street Court ; c ; ; rn Q - :---- ----NQT A PART street I Q> (D WJule !v� I ' m > c 'o Q at < Court p i i i i ° i (0Q y o �� n c f f , m—�o m p °d ram'~t H o i i two � a�� ra i U)U aOC\Ve o (2 f -o `�� fir. f ;= i 1COit o ROckfo -----;--- --- - --- i 7 W Hartack a raS ' - - - 1 ° Court D 0/- a eg 1re6 i m z Winntp / : U) ; 3N1E30 i o (D ' c v ~ W Street ix > . vUj Q m o cS� a m W Blue Downs Street °t<`�� O ----}--------�,c 1W25 ��o Od -------------------- --- .._:_ ' _ W Smokey ° °7 i A Lake Drive N o/2 W Tall Prairie Drive m i i a` 1 F C/a end 1 f y/n f 5 C °nt }- --------+--- -------+-----------+--------- s s / rive d' \� �PJ e -=-}-----------}-----------10. �Ad/e� ourt f 1 1 t 59. N i - -- f 1 1 W Buroak D fn , �F �j0 ° w a, - NOT A PART ; � � a) ; ; W Oak View Drive c > c 07 Q 0 0 ---- ----1 1 cn c C0 ----+-- - +------- --+---- - +- ---------+--••--------+-- -.----W Oak _ O N CD -•--+----------- f f f t E G. ^ f 1 c 3 0 Springs o ° 1 o a1 F- m c f f f f f i o fn C0r f a- rn m I Drive m a f f f i E Pisa Drive Q I C W Harris Street E Harris Street N i i i i i � I q_p f f E Radiant Ridge - -- ------- ---+------------- -------+-----------F-------- -+- ------ - - T----}-----------+-----------+ -- +----------- ------------- f / f f 1 a Street This map is made from data copyrighted by Ada County.Ada County shall not be liable for ADA COUNTY ASSESSOR inaccuracies or misuse of this map. Maps Land Records Division 1 inch — 600 feet bearing this disclaimer may be photocopied freely. Geographic Information Systems However,use in any digital form requires the - 190 E.Front Street,Ste.107 written permission of Ada County. Boise,ID 83702 e! 1 Y T � B l CBD Rd 1 _ ____________...1-1. }q+ '16 UNITI cau ra 116UNITI " 01 a� °''r_ l w.CCMIRAFR BR- 8w w� ° =I7l, as 65 A a B S ne IBC - - - -- - - - +I +� 1 P-x I I i 7-3 6'� 0-3 .-s ' 3-3 1 >3 1 I l f 1 + I q' ^ r(K,I1IRO"AYTERMINV5eARRK'A0E L--.- __-- I ____ TYP 64 E ERM-S SIDEVI—TINUBNARRGAD, CC NTACT - - 48-HOVM 1 S•n 1 1 ♦P� EEC DKXIM 1 L 1 (C 1 STREET NAME STREET SIGN PERACHD SMS. 1 � ti 3 - 1 1. SIGN INSTALLATION SHALL BE IN ACCORDANCE WITH 7HE ti] { L L ' % CURRENT FOITIO14 OF THE IDAHO STANDARDS FOR PUBLIC 11 *y '1 --- �. WORKS CONI$TRUCTION STANDARD DRAWING NO-11$D,THE J 1 Ep EPA MUTCD-,AND STANDARDS- J C { { 1 �— EP 1 2. THE BOTTOM HEIGHT OF SIGNS SHALL BE 7-0'IN HEIGHT, O y { Fx L{ LI B �q MEASURED FROM TN€ADJACENT TRAVEL SURFACE, _ 0 SIDEWALK OR CURS AS APPLICABLE- O N❑ 11 { L S- STREET SIGNS AND BARR ICAGES WILL BE INSTALLED BY En p 2 ACNp AND PAID FOR BY THE DEVELOPER-CONTRACTOR W m s l r 1 J { {s1{ I SHALL COORDINATE THE WORK- m M ZI 'l 11 i -51-31 6. TYPE-II SIDEWALK TERMINUS BARRICADE SHALL BE DE W 1 1 _ _ PROVIDED PER ACHD STANDARD$.BAR RICAOE$SMALL Q� ]-Y L J HAVE THICKENED EDGE ALUMINUM WIG'WIDE W a 1 _ IL RETRO-REFLECTIVE RED WHrM DIAGONAL DECALS. ❑ 7 - PAINTED SIGNS ARE NOT ALLOWED.BARRICADE MUST NAVE W P-x L `I _ A KICK PLATE AT THE BOTTOM TO PROVIDE CANE (] L 11 � DETECTIGN. �i o 5- TYPE-III ROADWAY TERMINUS BARRICADE SHALL SE ' a¢W` ' I PROVIDED PER ACHD STANDARD$AND INCLUDE A SIGN THAT$TATES•STREET TO BE EXTENDED IN THE FUTURE". `f �! [ll 1{ egen6A � f 1 08 13 TYPEJI ROADWAY TERMMIUS BARRICADE K CmF ^SL^ TYPE•M SIITEV A K TERMINUS 9AAPEC0,0E E 1 III r w i FUTURE PHASE 2 Keyed Notes O r ' I ts-x 1f-y i l 1- DEVELOPER PROVIDED CLUSTER MAILBOX 116 UNIT1- I I SALSBDRY REGENCY OF CSU•161BRONZE- }� -- -- MODEL i SST6R•BRZ•U).CONTRACTORSHALL PROVIDE 1 1 = CONCRETE PAD AND INSTALL C B U PER MANUFACTURER'S REQUIREMENTS.CONCRETE PAD SHALL BE d DEEP BY 6' f! WIDE AND 54MCNES THICK CONCRETE WITH 6"TN ICNNESS OFJ-C RUSH ED AGG R EGATE BAS E COMPACTED TO 95% r I MAX DRY DENSITY PER ASTM A598-PROVIDE KEYS TO w E 15-3 1" I I DEVELOPER-CONTRACTOR SHALL VERIFY THE FINAL 'e S j MAILBOX LOCATION WITH DEVELOPER PRIOR TO 1 __ PLACEMENT OF CONCRETE PAD. 5g 1 I 2. REMOVE EXISTING TYPE�I SARRICADE. b ` 1 +6-x to-] 1 j 7. REMOVE EXISTING TYPE-0I BARRICADE. -- -- _ ]1-3 „ ` 17� 7 11 -- + — CBD 91 1Y6 UNR1 iMx sxs 116 uHm•,' G ceu Ira '{ { 170 UNIT) 21-x I B 1 � �] Z r 23-Z I , L1 � a' ca a SIGNAGE + MAILBOX PLAN W 10 n99 o = 120 C a.Fr M..aER FEET wx Street Name Evaluation Response Sheet Subd►visionlJurisdktion: Jocelyn Park Sub No 01 Prelim/Meridian Representatives: Comments 1 Ada County Assessor Approved As Reviewed 2 Ada County Sherrif Approved As Reviewed 3 ACHD No Response/Defer] 4 Ada County Development Services Approved As Reviewed 5 Meridian Fire No ResponselDefer 6 City of Meridian Approved As Reviewed 7 No Response/Defer $ No Response/Defer 9 No Response/Defer Bonnie Layton From: Austin Edwards <austin@kinterraproperties.com> Sent: Monday,June 1, 2020 12:09 PM To: Bonnie Layton Subject: Fwd:Jocelyn Park Subdivision Name Reservation Attachments: image002.png Hey Bonnie, See the email thread below for the name reservation with the county.Jarron sent it to Matt and I but didn't include you as a recipient. ---------- Forwarded message--------- From:Jarron Langston <iarronlangston@gmail.com> Date: Mon,Jun 1, 2020 at 12:05 PM Subject: Fwd:Jocelyn Park Subdivision Name Reservation To: Matt Munger<MMunger@whpacific.com> Cc: Austin Edwards<austin@kinterraproperties.com>, Nick Hampton <nicka ham pton@gmail.com>,Truman Mathews <tmathews@epicdevelopmentco.com> Matt, See email below and confirmation from the County for the Reservation of Jocelyn Park Subdivision name. Thanks Jarron Langston Land Development & Commercial Leasing BOISE, IDAHO C: 208-724-6239 jarronlangston@gmail.com Check out Boise!!! https://youtu.be/XRhGeau8RIE https://youtu.be/VkdPMIEXx5s ---------- Forwarded message--------- From:Jarron Langston <iarronlangston@gmail.com> Date:Thu,Aug 9, 2018 at 12:15 PM Subject: Fwd:Jocelyn Park Subdivision Name Reservation To: Stan Mchutchison <stlomc@aol.com> Cc: Charles Mathews<cmathews@arcb.com>,Truman Mathews<tmathews@nvstarinc.com>, William Mathews <wmathews@arcb.com> i Stan, See below email from the county.Jocelyn Park Subdivision name is reserved. Thanks Jarron ---------- Forwarded message--------- From: Sub Name Mail <subnamemail@adaweb.net> Date:Thu,Aug 9, 2018 at 11:35 AM Subject:Jocelyn Park Subdivision Name Reservation To:Jarron Langston <jarronlangston@gmail.com> CC: Richard Gray [rgray.cls@gmail.com] <rgray.cls@gmail.com> August 9, 2018 Jarron Langston Richard Gray, Compass Land Surveying RE: Subdivision Name Reservation: JOCELYN PARK SUBDIVISION At your request, I will reserve the name Jocelyn Park Subdivision for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction or the conditions of approval have not been met, in which case the name can be re-used by someone else. Sincerely, 2 Jerry L. Hastings, PLS 5359 County Surveyor j' Deputy Clerk Recorder Ada County Development Services 200 W. Front St., Boise, ID 83702 208)287-7912 office (208)287-7909 fax From: Jarron Langston [ma ilto:iarronlangston@g mail.com] Sent: Monday, August 06, 2018 2:45 PM To: Sub Name Mail Subject: Jocelyn Park Subdivision Name Good afternoon! We are going with the name :Jocelyn Park Surveyor will be Richard Gray with Compass Land Surveying. I checked the name against the list and didn't have any conflict. Please confirm it's availailbty and that it's been reserved.We are looking to submit application the end of this week. Thanks Jarron Langston Commercial Leasing and Development BOISE, IDAHO C: 208-724-6239 iarronlangstonORmail.com Check out Boise!!! https://youtu.be/XRhGeau8RIE 3 https://youtu.be/ykdPM0EXx5s On Wed,Jul 25, 2018 at 9:15 AM, Sub Name Mail <subnamemail@adaweb.net>wrote: Primary name Echo has been used as well. The primary name is the first word. Please do searches on the primary name here: https://adacounty.id.gov/Development-Services/Surveying-Division/Subdivision-Search Glen Smallwood Surveying Technician i s Ada County Development Services 200 W. Front St., Boise, ID 83702 208) 287-7926 office (208) 287-7909 fax From: Jarron Langston [mai Ito:jarronlangston@gmail.com] Sent: Wednesday, July 25, 2018 8:53 AM To:Sub Name Mail Subject: Re: Dry Valley Ranch Subdivision Name Good morning! We would like to reserve the name "Echo Canyon". Thank you! Jarron On Wed,Jul 25, 2018 at 8:31 AM Sub Name Mail <subnamemail@adaweb.net>wrote: Neither is available. From: Jarron Langston [ma ilto:iarronlangston g mail.com] Sent: Tuesday, July 24, 2018 9:42 AM To: Sub Name Mail Subject: Re: Dry Valley Ranch Subdivision Name Good morning! Is Meadow Valley Ranch Available or just Meadow Valley? Thanks 4 Jarron On Thu,Jul 19, 2018 at 11:41 AM Sub Name Mail <subnamemail@adaweb.net>wrote: Jarron; The primary name has been used and is not available Please select another name. Glen Smallwood Surveying Technician x Ada County Development Services 200 W. Front St., Boise, ID 83702 208) 287-7926 office 208) 287-7909 fax From: Jarron Langston [mai Ito:iarronlangston@gmail.com] Sent: Friday, July 13, 2018 1:27 PM To: Sub Name Mail Subject: Dry Valley Ranch Subdivision Name Good afternoon! We would like to reserve the name Dry Valley Ranch For the infill Development we are doing on the two below parcels: Please confirm it's availability. 2018 Property Details for Parcel S1225120700 [2018 V] [Change Year] [Need Help? Email the Appraiser Assigned to this Parcel] [Print View] Details Valuation Tax Districts Taxes Characteristics 5 Sketch Parcel: S1225120700 Year: 2018 Parcel Status:Active in 2018 Primary Owner: BISSJOHN Zone Code: R-8 Total Acres: 8.1 [View Interactive Map of this Parcel] Tax Code Area: 03 Instrument Number: 2014101199 Property Description: PAR 110700 OF NW41\1E4 SEC 25 3N 1W [View 2018 Assessment Notice] Address: S MERIDIAN RD MERIDIAN , ID 83642 Subdivision: 3N 1 W 25 Land Group Type: SECT Township/Range/Section: 3N 1 W25 2018 Property Details for Parcel S1225110300 [2018 V] [Change Year] [Need Help? Email the Appraiser Assigned to this Parcel] [Print View] Details Valuation Tax Districts Taxes Characteristics Sketch 6 Parcel: S1225110300 Year: 2018 Parcel Status:Active in 2018 Primary Owner: BISS JOHN Zone Code: R-8 Total Acres:4.557 [View Interactive Map of this Parcel] Tax Code Area: 03 Instrument Number: 2014101199 Property Description: PAR#110300 OF NE4 SEC 25 3N 1W #110030-B [View 2018 Assessment Notice] Address: S MERIDIAN RD MERIDIAN , ID 83642 Subdivision: 3N 1W 25 Land Group Type: SECT Township/Range/Section: 3N1 W25 Jarron Langston Commercial Leasing and Development Commercial Real Estate BOISE, IDAHO C: 208-724-6239 jarronlangston@gmail.com Check out Boise!!! https://youtu.be/XRhGeau8RIE https://voutu.be/VkdPMffiEXx5s Jarron Langston Commercial Leasing and Development Commercial Real Estate BOISE, IDAHO C: 208-724-6239 iarronlangston@gmail.com Check out Boise!!! 7 https://voutu.be/XRhGeau8RIE,,'P' https://youtu.be/ykdPM0EXx5s Austin Edwards, PE, Partner Kinterra Property Group (208) 871-7038 8 Ross Erickson From: noreply@meridiancity.org Sent: Thursday, December 17, 2020 11:54 AM To: Ross Erickson;tricks@meridiancity.org; rbeecroft@meridiancity.org Subject: Address Verification Complete Address verification is complete for record LDAV-2020-0787 Project:Jocelyn Park Subdivision No. 1 & No. 2 Parcel(s): S1225120700 Lot: null Block: null Subdivision: 3N 1W 25 S1225110300 Lot: null Block: null Subdivision: 3N 1W 25 Comments: Hi Ross, I think there may have been a typo in your parcel verification request. One of your requested parcels was 512251100300. I think you had one too many zeros so I did verification for 51225110300. Let me know if that's incorrect. -Ryan City of Meridian 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208-888-4433 www.meridiancity.org All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. i Boise Dermatology 7 v Tacos El R and Medspa-Dr... n 69 4 Victory Rd W.VICTORY RD. W Victory Rd \�DrY Rd E Victory Rd Cn Contender St ac 1*k dy ,N Riodosa&r n � d WRiodasa�° N i0 Y � Q m 0 o ``nit w Y W Blue Downs St W Blue Downs$t PHASE 1 A 7afl Praf:' PROJECT SITE A `- .e Buroak or r0g Oak View or ? se: n i 1 ' 3 NORTH cn W Harris St W Harris St 2 Rumple Ln VICINITY MAP f R is rn a _ e OIL- t.-:y�i• !_'.ter.- - `3 1� *y'1 _ Y I � , . � ilnnnYll i�� V p M IY co u') Q C)p CV p0 M 2 cp (n U) p cn P — — — — _ N — �N x E ® S 59. 20' 48" E 1319.46' PROPOSED ROAD / I M U- ° 24 o \ WIDENING k / S 59. 20' 48" E 1320.00' I L,°O o WEST VICTORY ROAD 852.35' SCALE p �- - a W.VICTORY RD. S89'20'48"E 467.11' O 24 19 25 _ o — — 'c EP EP EP --�- Ep —� Ep/_� o — 80 0 40 80 160 �_ 12.83' 467.11' IRO PIN C C�; ;ALUMINUM — —-... u, _ -CEP -- ------Ee------� _ — - 1.5" AL. CAP — 3 _ — - �.07' --- — --t7, a sE-----XdHo X� _ i SECTION CORNER 25 30 U) -0 M — — \ o / X 3" ALUMINUM CAP ( FEET ) °' CD 6 452.53' — dH0 XdHO00 — - - - — I \ \ — — — �. \04125 Xs� \ X Xss- CORNER RECORD 3 I w 1 INCH = 80 FT. ch N —I (— ❑� — — — — — —� `�, N0. 114024259 I I I ~I I I M _ ------------------------------_--- 1 °III I I I I I I I I �� -------- � 3;: KODIAK DR \ \ \ I I -------- — \ ��S�pNAL FNci I I I I o f 1 I I III\ I I I I I O CANAL ACCESS ROAD \\ \t m 0� G�ST - - - I— - / - 1 L I I I I I I I I I I I I 1a J 70,704 SF d3 I I- `n Q� /14/202i� I I II I I I I\ I \ I ) RIDENBAUGH CANAL EASEMENT ( z 8625 5' PUBLIC SIDEWALK BLOCK > � Q TEMPORARY TURN AROUND TO BE I I-- \ \ J I 1 I o `�ocuSigned —s s VACATED WHEN ROAD EXTENDS s L_ - - I I I ILNI J I BEAR CREEK STRADA 9 P� /J=3'10'06" 409.37' I I o SUB. _ � I o BELLISSIMA �� 1—'\ — ; w o w w w w w w a I o o SUB ✓t �'3N + ` W.CUMBE�AND DR. � J z sS-� sS sS ss s cn E5B537E89F1542L N � VICTORY RD. r I I �O o — - o 57.54' 33.74' t=�, �a224.00' 40.00' 40.00' ao.00' 40.48' .0 o PROJECT SITE E - - - - - - -I \— III I I I 1 I �mlu I a o 2 N U) � i i ^ I I I f I I I I I I o I a, JOCELYN PARK SUB TIMBERLINE co MERIDIAN = 4,989 � 4,995 � 0 � © q 0 � ® � � � I I � SUB v> I HEIGHTS �- N SF SF ^ 358 S 4,040 4,040 4,040 4,089 i I 47.0' M 3 BUILTMORE SUB - - - 1 48.00' 53.74' co d I ESTATES Q 5. I ; o SUB I � v7 w I1 1 CANAL ACCESS ROAD - - � - - - - LJ 4,650SF 8 BLOCK3 I S - - - M -'" � 6,0805 SF I I S89'26'38"E 197.07' Z5 pg S3,f L - - -� -1 L — - -I - - r- - - - - - - - - - N — I Y 1 � — I ° 100.9,' s 4� I , 197.07' 41. T - ( o 1oa a1' 41 I I I I ' �` \ 4 I - o -I- ,J 4,712 SF , w 0 11 I\ \ - _zso.as'- - 7,899 SF N /\ c o. 4,445 �F Y - \ \ 4,115 SF �Q 10 CO /ry1gy 23.47' S3.21' - - - - -� \ - - - \ zi 4,445 $F ° as.so' w BL OC/ .3 3 �- - �� \ \ I L - - �\ \ \' 4,171 SF �Z $ o� 37 �1 w - - -� - - \ \ I \ \\ \ \ ✓ \� ,o o_ O� �0 12 \R� Iry 36 rn 6,457 SF ^ory 39 Q \� 4,543 SF 6,329 SF 7,238 SF 4,152 SF N � ,� z �078 - ,013 35 19k9?' �t,�ti'S l,�A �y�� U) m 4,132 SF z� 41553 SF 6,261 SF �' s w O 1p814 I 4,648 SF 4,652 SF 90.36' a, o 0 \\ 4,113 SF �' " 0 0 73.04' I N N N O 4,216 SF NOTES: 10 N 15 stt4' yob 41 x o 6 \ \ \\ \ \ o \ \ 4,094 SF 2� ?� 5,253 SF ,, `� 4,1603 SFW. 1) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY SHALL HAVE A 10' UTILITY EASEMENT. m � R s U) L=19.04' \ \ \ cn 100.08' 2 ALL SANITARY SEWER MAINS SHALL BE 8" 0 UNLESS OTHERWISE SHOWN. O CD ) w Lu W 4,554 SF N `n z o w 0 < Q _ � 3 ALL WATER MAINS SHALL BE 8" 0 UNLESS OTHERWISE SHOWN. w > o Q � \ \ \ \ 4,072 Sr � 5,243 SF M 4,10033 SFLo � 4) DRAINAGE SHALL BE DETAINED ON SITE VIA SURFACE AND SUBSURFACE FACILITIES AS APPROVED w >- U ��-\ - \ \� \ \\ \ g9ag 1o1.5s' 9 1oo.oe' x BY THE CITY OF MERIDIAN AND ACHD. w m Q w 0- < p m O — \ `z\ \ �� 4�12 F� J 4,079 SF a c=n o o U Q can Q I \ 1 1 \ \ I \ E1L4��K 2 °;� 17 g 43 0 5) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 \\ K o I CONCERNING IRRIGATION WATER. \ 88.84' 4,451 SF I 9 47.0' 4,103 SF �, tl \ \ \ - - \ I X N 31 0 100.08' 6) SANITARY SEWER SERVICE PROVIDED BY MERIDIAN CITY. +, - \-\- \ ` I o 13 0 1 2' 4,079 SF a a 44 x 7) POTABLE WATER SERVICE PROVIDED BY MERIDIAN CITY. w \Y\ N a 4,000 SF � 0 18 z ~ :� I \ \ ,1 \ \1 i m \ cn 88.87' 4,017 SF 9 cl o 4'1 OOS103 SF 8) LOT 2, BLOCK 1; LOTS 18 & 24, BLOCK 2; LOTS 1,2&24 BLOCK 3: ARE COMMON LOTS TO BE O Q s \ \\ '\ \ A 1 I U) 4,079 SF a OWNED AND MAINTAINED BY THE H.O.A. 1 2 o a- I I \ 1 \ \ \\� \ x (14 0 19 g 45 9) LOT 1, BLOCK 1; IS RIGHT OF WAY TO BE DEDICATED TO ACHD. z +, I 1 \ \ 3 \ 4,002 SF g 4,017 SF y _ 4,103 SF w cn w (/) c Inelf - \ \ \ '\ \ 8s 90 > 1q�. 2' 4,079 SF �' 100.08' = x 10)LOT 2, BLOCK 1; CONTAINS THE RIDENBAUGH CANAL AND ASSOCIATED EASEMENTS. NO Q Q z ENCROACHMENTS WILL BE ALLOWED IN THE EASEMENT WITHOUT A LICENSE AGREEMENT WITH THE U = I I \ p Z \ 15 s vf� o �J o 46 o NAMPA MERIDIAN IRRIGATION DISTRICT. I I 1 \ \ \ z \` \I 4,002 SF z>. � 4,017 SF 9 4,103 SF 11)LOT 2, BLOCK 1;& LOTS 1,2 BLOCK 3 CONTAINS THE FARR LATERAL AND ASSOCIATED EASEMENTS. \ \ m \ sas2' m o 1oo.os' NO WORK WITHIN THE EASEMENT AND OR DITCH WILL BE PERFORMED WITHOUT APPROVAL FROM Ld 0o I \ \ /V \ \ z 4 o x THE FARR LATERAL. \" - w 1 2' 4,079 SF o m \ \ \ '\\ �\ !y\ \\ ti 16 g 4,0171 SF I a 4,103 SF 12)LOTS 48 and 49 BLOCK 3 WILL BE COMBINED AT FINAL PLAT ONCE EXISTING CUL-DE-SAC IS 4,001 SF u 9,,9� 0 100.08' VACATED BY ACHD. I \ i�^ < \ \1 \ \\ 88.95' 1 2' 4,07799 SF 4,010 SF a 4,103 SF \ \ \ \ a a 48 11 �, \\\\ \ \� \� \ 4,005 SF = 92fi, 0 1aa•a6' X PRELIMINARY PLAT DEVELOPMENT FEATURES Q R/W 47'-0$' R/W \ \\ \ \ \ \ i s. 9 �� 9 s I 4,079 SF 0 49 33'-0" 4,004 SF 9 4,103 SF TOTAL ACRES....................................... 12.93 ACRES 0 "- 5'-0" 16'-6" 16'-6" 5'-0" \ \ \ \ \ \ s,• �. S cn TOTAL LOTS......................................... 74 19 0 4,079 SF cn cn p \ \ \ �0 \ 005 SF 9z 89.35'3 5 1 .08' ^ x TOTAL OPEN SPACE............................ 3.93 ACRES 14'-6" 14'-6" \ �. L \ \ \ \I \\\7e 933s ss.5o' r�'i F BUILDING LOTS..................................... 67 O v SLOPE 2% SLOPE 2% -\- ?� O6 7sas' -' I BL3 X DENSITY (GROSS)................................. 5.1 UNITS/Ac. LLJ \ \ !, �A n DENSITY NET..................................... 9.76 UNITS Ac. w / I \\ `; �' c sS sS o W.WINNIPEG ST. 9 EXISTING ZONING.................................. R-8 J O \ \ \ �\\ / / v , 0 �'-0'4p - - - - - - MINIMUM BUILDING LOT SIZE................ 4,000 Sq. Ft. Z W O I L=37.89'1. 45. O W - „ \ \ y 4,9 SF � J � \ \ \ C� I 0 Q J o > 00 z 0 a� m - - \ \ \ // \ \ mod,= 143 SF o 0 x o �� \ _\ \ / //� \�� 5 SF � OWNER APPLICANT SURVEYOR � � ¢Lu o E LOCAL STREET SECTION I \ \ \ I I \ r - - - \ \ \ \\ \ BLOCK 2 n NICK HAMPTON BONNIE LAYTON ROBERT GROMATZKY, PLS > j O a s3' sz2T COOPERATIVE DEVCO, LLP WHPACIFIC WHPACIFIC w U- m N -NTS- \ \� �\ \ \ \ \ \ \ \/ \\ I 917 S. ALLANTE PL. 690 S. INDUSTRY WAY, STE 10 690 S. INDUSTRY WAY, STE 10 �'�/ Q (n U \ \ \ \ / \ \ * � BOISE, ID 83709 MERIDIAN, ID 83642 MERIDIAN, ID 83642 1••` w Y Q O J \ \ \ \ \ \ \ \\ \\� 4 e�S�F (208) 353-0871 (208) 342-5400 (208) 342-5400 Q 51,82277 SF �� 8 z > Q \ \ �\ \�"\ I I EXISTING POND TO BE �, 5— � � \ \ \ \ \ I I PROTECTED G_ Z Q) LL —j 3 O Lr) s? _ _ - - _ N89 8' W 55.20' 70ON PIN r O U H - - -- -•-- ---NO'25'43-F 29.79' .�_ • C PLS 11118�r _ i�^ _ O w O —216 3 — O No'26'24"E 8.31' S�N88'45' 8"W 206.73' �) U 0 > - O � ® z� o O O yn q 4 A MERIDIAf�Q } n HEIGHTS SUB 3 \� w m SHEET NUMBER O 1� Lv A PP-01 o � uu JOCELYN PARK SUBDIVISION NO. 1 BOOK , PAGE LOCATED IN THE NE 1 /4 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN 0' 50' 100, 200' CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 NOTES SCALE: 1" = 100' 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,JOCELYN PARK SUBDIVISION LINE TABLE HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. BASIS OF BEARING CP&F INST. NO. LINE LENGTH BEARING 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC 24 N89'20'48"W 1319.53' CP&018193 N0. #2019-015472 UTILITIES,JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) 1/4 _ PLS 11334 W. VICTORY RD. S89°20'48"E 467.11' E 1/16 _ S89'21'45"E 24 19 L1 41.41' S75'10'24"E FEET BOUNDARY.ENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION 25A 852.42' l� - -199.61= _____- o 0 1320.00' - - L2 23.31' S89'10'29"W CP&F INST. N0. 1�NyB \\ �r _ 150' ,� POINT OF 25 30 3. ANY RE SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE C �' BEGINNING L3 47.00' S89'33'20"E RE-SUBDIVISON. 2019-115455 e� _ o L25 _ _ _ J 452.53' o 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY NAMPA&MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE /� INGRESS/EGRESS AND UTILITY L4 50.86' S21'36'19"E MERIDIAN SEWER AND __ -------- EASEMENT, INSTR. N0. 8734711 z SECTION 31-3805(1)(b). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED WATER EASEMENT, - Oj RELOCATED 100' RIDENBAUGH CANAL� ¢ FOR ASSESSMENTS FROM THE NAMPA&MERIDIAN IRRIGATION DISTRICT. o L5 36.13' S17'07'41"W INSTR. N0. 114009333 71250 sf o EASEMENT, 50' EACH SIDE OF CENTER 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING o BLOCK 1 LINE PER INSTR. NO_9215337 %_ w L6 38.0T NO'26'03"E 100' RIDENBAUGH CANAL __ __------ _, o, REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL. EASEMENT, 50' EACH SIDE OF n - _- - S44'20'481 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS CENTERLINE PER INSTR. NO. ��, ��35.00' `� 00 L7 55.00' N89'32'45"W ��A/ `> r7 SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7608075 - TO BE RELINQUISHED - UNPLATTED �� , i - L8 12.91' N21'39'10"W WHEN CANAL RELOCATED PER �V�/�� fib,% / 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER INSTR. NO, 9215337 5� b o a� - L9 23.50' SO'26'03"WPO ELEVATION. EXISTING ADA COUNTY HIGHWAYDISTRICT TEMPORARY EASEMENT, 8. LOT 1,BLOCK 1; LOTS 18 AND 24,BLOCK 2 AND LOTS 1,2, 11 AND 23,BLOCK 3 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE NNSTR. N0. ____-______ L10 23.50' SO'26'03"W JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR 7, N89'20'48"W W. CONTEND PUBLIC UTILITIES AND JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION. L11 27.85' S44'21'22"E j 0 137.51' 0' y 268.55' 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL OPERATION, j C� L12 9.96' NO'39'12"EAGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED PLS 972 57.55' 34.04' -,. N 40.00' 40.00' 40.00'25.00j Ol 1TKINS DRAIN EASEMENT, CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE L13 8.18' N71'02'08"E1 YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED N a, � 3 3 � 30 INSTR. NO. 9259521 ( ) w M � N N C4 N N N PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT o Cow o ra" 001 L14 8.25' SO'26'03"W �' A m z do rn �A �a �' OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. pvo M z �BLOCKJ L2 J 23.5'23.5'^ "' p I��^ � 5' o 'i L15 91.75' N80'0T22"E 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS o 48.10' 53.74' ` 5' , � 27' FARR LATERAL EASEMENT, INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. S89'20 48"E 5 ~' 43.83 40.00' 40.00' 40.00 40.48' L16 42.50' SO'26'03"W � � c:� INST. N0. 9259521 v Y N89'20'48"W 6 S89'20'48"E �OKy� tk5� 11. PORTIONS OF LOT 1, BLOCK 1; LOT 24,BLOCK 2 AND LOTS 2 AND 11,BLOCK 3 AS DELINEATED HEREON ARE SERVIENT TO AND CONTAIN PLS 972 cn 0101.84' h v 6 1L L17 23.50' SO'26'03"W THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED w_tot 9 V� J w N 109.42' „ �_ \ 94.90' e�S S89'25 20 E 197.16 e�S _ 8 s{_,,,c� �/ O (� MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.2015-103256, ' g5d06E �, 6086�U�9 s S84'28'53"E 1 L18 23.50' N89'33'57"W 0 87.80' ^ OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER 04j17 s � s cp_ ��1 s 'o s9 L14 150.73'- - -N83'21'07"E EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY 1 s„ o rn o L19 42.50' NO'26'03"E i �, -,GI'0� i O g4� o�F BLOCK 3 I 3429? sf oLn DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE ,cw o L20 23.50' S89'33'20"E STORM WATER DRAINAGE SYSTEM. wO h10�E/� 12. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS 0 1�45 y9 N8125 c L21 23.50' S8933'20"E PLS 972 i y1 s 0 09 s_ `L6 ++� 03 (A/ INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. sI„ �\ o�,6� '16 5 132.35' r,©4110��✓ r, o' 1�y� ,- ' �1j L22 28.37' S4822'15"W 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR JOCELYN PARK SUBDIVISION C' S6 NO. 1, RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. c3 cP-N 6711 sf `s� 7 o, �gy s� o. 0 6,- 11 LL �� h�, L23 88.28' N7656'05"E 1�ti5 s„ NOC� 1 �Da 14. DIRECT LOT ACCESS TO W.VICTORY ROAD IS PROHIBITED. Rn s-'�s - O�y o. � L24 53.18' SO'39'12"W o �Oti 66sf„ `fl N6� 53 sI 45 y9' L25 176.89' S88'33'04"W ,r g A13 ,�ti� � o 12 �o N cr: o ti9 io `''\F` N6 tJ cL `ro. �c3°` O L26 31.86' S8933'57"E o o/ �o� sI„ \ �652 „� CURVE TABLE CURVE TABLE 9 41 ' LF✓ 130. 1 O y9 o661 s 9� ��6� y41 CURVE # LENGTH RADIUS DELTA BEARING CHORD CURVE # LENGTH RADIUS DELTA BEARING CHORD sf rn. Z o r' 10 408 ti� 14 52 C1 99.12' 305.45' 18'35'34" N14'21'23"W 98.69' C18 13.01' 176.50' 4'13'26" N20'52'18"W 13.01' 0�66q �z O 1��'6 sI„�� 11v95 � o � C2 248.25' 857.22' 16'35'34" N13'21'23"W 247.38' C19 59.09' 176.50' 19'10'52" N9'10'09"W 58.81' v� �Zo 11 66 � 15 5243 sf � 20.7' o M C3 61.88' 150.00' 23'38'12" S11'09'54"E 61.44' C20 19.75' 147.00' 7'41'52" S3'25'39"E 19.73' _ "' LEGEND s ' 9954655sf� N$53T1 m M c9 ?0 12 BLOCK 2 rn N 'n C4 81.70' 200.00' 23'24'18" N11'16'52"W 81.13' C21 14.84' 147.00' 5'46'58" S10'10'04"E 14.83' 101.56' o� 30' WATKINS DRAIN EASEMENT, N g*40' "E N 16 4457 sf INSTR. N0. 9259521 M o U) ® C5 193.97' 123.50' 89'59'14" S44'34'20"E 174.64' C22 39.06' 147.00' 15'13'21" S20'40'13"E 38.94' PLS 972 N 88.92' ' �,�893443"E J _1 z FOUND ALUMINUM CAP MONUMENT c 13 4001 sf c,io 0 17 100.42' �o 'n UNPLATTED � a • FOUND 1/2" REBAR AS NOTED C6 95.31' 100.00' 54'36'37" S62'15'38"E 91.75' C23 41.75' 147.00' 16'16'18" S36'25'03"E 41.61' -_S89'3�43"E-7 0 4017 sf po 04 �S$9'3443"E FOUND 5/8" REBAR AS NOTED C7 47.30' 100.00' 27'06'01" S21'24'19"E 46.86' C24 39.86' 147.00' 15'32'05" S5219'14"E 39.73' o � 14800�sf o 0 18 40042'� o Q o SET 1/2" REBAR WITH PLS 11118 C8 14.45' 100.00' 8'16'36" S3'43'01"E 14.43' C25 38.05' 147.00' 14'49'48" S67'30'11"E 37.94' o S89'3�43"E ��gg'34�43"E m PLASTIC CAP 18.72' 223.50' 4'48'Ol" Nl'58'43"W 18.72' C26 37.58' 147.00' 14'38'S2" S82'14'31"E 37.48' 88.93' s �� o1g 100.42' o ;n ® SET 5/8" REBAR WITH PLS 11118 15 4003 sf �; �, 640CK 3 N w t " ��589 BLOC" I PLASTIC CAP C10 40.05' 223.50' 10'16'05" N9'30'46"W 40.00' C27 26.92' 857.22' 1'47'56" S20'45'11"E 26.91' S89'34 Z'Ei o 0 Z oo N - - - - SECTION LINE C11 32.52' 223.50' 8'20'13" N18'48'54"W 32.49' C28 172.45' 857.22' 11'31'35" S14'05'26"E 172.16' 88.93' o, o�20100.42' o0 N N o 16 4001 sf_ o�ri 4017 sf o J - - CENTER LINE C12 45.72' 126.50' 20'42'30" S12'3T45"E 45.4T C29 23.74' 857.22' 1'35'13" ST32'01"E 23.74' o � -N S89 3443"E z S89'3�43"E o' o ACHD STORM WATER DRAINAGE 88.94'N c 2140122'4s2 0 J¢ EASEMENT LINE, SEE NOTE 11 C13 6.4T 126.50' 2'55'42" SO'48'39"E 6.46' C30 23.66' 857.22' 1'34'53" S5'56'59"E 23.66' 17J _S89'3443"E mPUBLIC UTILITY, PRESSURE IRRIGATION C14 2.72' 19.00' 8'12'38" S4'45'31"W 2.72' C31 1.48' 857.22' 0'05'57" S5'06'34"E 1.48' 5a3 sf �;22 99.38 � \ N & LOT DRAINAGE EASEMENT LINE- PLS 14221 18 w 4031 sf \ o SEE NOTES 1 &2 C15 11.86' 19.00' 35'45'47" S72'46'18"W 11.67' C32 24.09' 305.45' 4'31'07" S7'19'09"E 24.08' \s89.4'43">✓� \99.50' v)�i �; �, S89°32 0' E L3 EXISTING RIDENBAUGH CANAL EASEMENT ��•� 19 81.96' i� � �� C16 35.79' 173.50' 11'49'06" S5'15'21"E 35.72' C33 56.70' 305.45' 10'38'07" S14'53'47"E 56.62' ao c C 23 o PER INSTRUMENT NO. 7608075 - s\N6-" 1� � \CV 6 4364 s 788g' �tiL20 L21 EXISTING RIDENBAUGH CANAL EASEMENT C17 35.79' 173.50' 11'49'06" S17'04'27"E 35.72' C34 18.33' 305.45' 3'26'19" S21'56'00"E 18.33' \ I 4166 h a' J PER INSTRUMENT NO. 9215337 a 20 .•�R,'� 0 �' 1 3.44'�9'33'57"W PLS 972 2A �o' - - - OTHER EASEMENT AS NOTED �� y .� W. WINNIPEG ST. L18 " J �� SURVEY TIE LINE �oo�� `�0° 0� 21 0� ?5 C26 L26 145.60' PLS;4116 3- SUBDIVISION BOUNDARY LINE `0Np.L LA/y�s f p S 4947 sf' 1.33' -_----- PO o N, ��, 88�-- p A 3o SEE NOTE 11 � N o Z LOT LINE G1STF,Q�G,QL f9sCP omo� 6195 sf z 23 s o 24 CDLo ADJACENT PROPERTY LINE s ° 5494 sf� > o co (SO'04'50"W) DATA OF RECORD CLINTON W. HANSEN a 1 1 1 18 � 7 WATKINS DRAIN m 1 o 44.60 67.2T EASEMENT, INSTR. ° NO CAP 18 LOT NUMBER PLS 11118 vj, -z Z �- S89'32'00"E 111.8T N0 9259521 S' d' � '9 P v .9 PLACED CAP �j ��c �O -7 0- PLS 11118 z w , tiT 2s BLOCK 2 52049 sf �� NP ,CMERIDIAN SEWER AND WATER boo (S214722 E) i co EASEMENT, INST. 114009333 � -(50.94) z o m PLS 14221 o m SURVEYOR'S NARRATIVE (N89 24'09"W)-�L7 PLS 14221 PLS 972 � j' o ti O (NO24'46"W) -j h THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED Lan n s PLS 972 `(S1636 22"W) (N025'59"W) TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED NE 1/16 N88°44'42"W 206.86' (36.13) SUBDIVISION BOUNDARIES OF TIMBERLINE SUBDIVISION NO. 1, TIMBERLINE Land Surveying and Consulting PLS 14221 (N89104'15"W 207.08) BILTMORE ESTATES SUBDIVISION N0. 1 � I SUBDIVISION NO. 2, BILTMORE ESTATES SUBDIVISION NO. 1, MERIDIAN HEIGHTS 231 E. 5TH ST., STE. A BOOK EST PAGES 1 SUBDIVISION 5147 MERIDIAN HEIGHTS N0. 3 SUBDIVISION NO. 2 SUBDIVISION, MERIDIAN HEIGHTS NO. 3 SUBDIVISION, INFORMATION FROM MERIDIAN, ID 83642 RECORD OF SURVEY NUMBERS 2242, 9618, AND CURRENT DEEDS OF RECORD. (208) 288-2040 fax (208) 288-2557 BOOK 62, PAGES 6274-6275 THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE www.landsolutions.biz RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. JOB No. 20-59 SHEET 1 OF 3 JOCELYN PARK SUBDIVISION NO . 1 BOOK , PAGE CERTIFICATE OF OWNERS KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF JOCELYN PARK SUBDIVISION NO. 1; A PARCEL OF LAND BEING LOCATED IN THE NE 1/4 OF SECTION 25, T.3N., R.1W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN ALUMINUM CAP MONUMENT MARKING THE NE CORNER OF THE NW 1/4 OF THE NE 1/4 (E 1/16 CORNER) OF SAID SECTION 25, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE NW CORNER OF THE NE 1/4 OF SAID SECTION BEARS NORTH 89°20'48" WEST A DISTANCE OF 1319.53 FEET; THENCE SOUTH 0°26'03" WEST ALONG THE EAST BOUNDARY OF SAID NW 1/4 OF THE NE 1/4 A DISTANCE OF 385.38 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY SOUTH 89°25'20" EAST A DISTANCE OF 197.16 FEET TO A POINT; THENCE SOUTH 75'10'24" EAST A DISTANCE OF 41.41 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MERIDIAN HEIGHTS NO. 2 SUBDIVISION, AS SHOWN IN BOOK 41 OF PLATS ON PAGES 3353 AND 3354, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG SAID WESTERLY BOUNDARY SOUTH 0°26'03"WEST (FORMERLY SOUTH 0-04-50" WEST)A DISTANCE OF 65.56 FEET TO A POINT; ACKNOWLEDGMENT THENCE LEAVING SAID BOUNDARY NORTH 81°25'03" WEST A DISTANCE OF 132.35 FEET TO A POINT; STATE OF S.S. COUNTY OF THENCE SOUTH 89°10'29"WEST A DISTANCE OF 23.31 FEET TO A POINT; THENCE SOUTH 64°33'25"WEST A DISTANCE OF 76.26 FEET TO A POINT; ON THIS DAY OF 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED , KNOWN OR THENCE SOUTH 40°14'57"WEST A DISTANCE OF 98.42 FEET TO A POINT; PRESENTED TO ME TO BE A MANAGER OF CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS"AND ACKNOWLEDGED TO THENCE SOUTH 22°59'01" EAST A DISTANCE OF 99.07 FEET TO A POINT; ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. THENCE SOUTH 0°25'17" WEST A DISTANCE OF 372.57 FEET TO A POINT; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY THENCE SOUTH 89°32'00" EAST A DISTANCE OF 99.50 FEET TO A POINT; AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE SOUTH 0°25'17" WEST A DISTANCE OF 2.47 FEET TO A POINT; MY COMMISSION EXPIRES THENCE SOUTH 89°33'20" EAST A DISTANCE OF 47.00 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 2 SUBDIVISION; RESIDING AT THENCE ALONG SAID WESTERLY BOUNDARY SOUTH 0°26'03"WEST (FORMERLY SOUTH 0°04'50" WEST)A DISTANCE OF 167.42 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MERIDIAN HEIGHTS NO. 3 SUBDIVISION, AS SHOWN IN BOOK 62 OF PLATS ON PAGES 6274 AND 6275, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE WESTERLY BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 3 SUBDIVISION THE FOLLOWING COURSES AND DISTANCES: NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE SOUTH 42°10'50" EAST A DISTANCE OF 89.90 FEET (FORMERLY SOUTH 42-41-45" WEST), 90.00 FEET) TO A POINT; THENCE SOUTH 21°36'19" EAST A DISTANCE OF 50.86 FEET (FORMERLY SOUTH 21°47'22" EAST, 50.94 FEET) TO A POINT; THENCE SOUTH 17°07'41"WEST A DISTANCE OF 36.13 FEET (FORMERLY SOUTH 16°36'22"WEST, 36.19 FEET)TO A POINT; THENCE N 88°44'42" WEST A DISTANCE OF 206.86 FEET (FORMERLY NORTH 89°04'15" WEST, 207.08 FEET) TO A POINT ON THE EASTERLY BOUNDARY OF BILTMORE ESTATES SUBDIVISION NO. 1, AS SHOWN IN BOOK 108 OF PLATS ON PAGES 15145 THROUGH 15147, RECORDS OF ADA COUNTY, IDAHO; THENCE LEAVING THE BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 3 SUBDIVISION AND ALONG THE BOUNDARY OF SAID BILTMORE ESTATES SUBDIVISION NO. 1, AND CONTINUING ALONG THE EASTERLY BOUNDARY OF TIMBERLINE SUBDIVISION NO. 1, AS SHOWN IN BOOK 116 OF PLATS ON PAGES 17457 THROUGH 17459, RECORDS OF ADA COUNTY, IDAHO, NORTH 0°26'03" E (FORMERLY NORTH 0°25'59" EAST AND NORTH 0°24'46" EAST)A DISTANCE OF 38.07 FEET TO A POINT; THENCE CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID TIMBERLINE SUBDIVISION NO. 1 THE FOLLOWING COURSES AND DISTANCES: CERTIFICATE OF SURVEYOR THENCE NORTH 89°32'45" WEST (FORMERLY NORTH 89-24-09" WEST)A DISTANCE OF 55.00 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THENCE NORTH 30°58'48" WEST (FORMERLY NORTH 30°59'42" WEST)A DISTANCE OF 365.69 FEET TO A POINT; THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION THENCE NORTH 0°25'40" EAST (FORMERLY NORTH 0°24'46" EAST)A DISTANCE OF 240.00 FEET TO A POINT; AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE NORTH 23'39'10" WEST (FORMERLY NORTH 23-4014" WEST)A DISTANCE OF 295.00 FEET TO A POINT OF CURVATURE; THENCE PARTIALLY ALONG THE BOUNDARY OF SAID TIMBERLINE SUBDIVISION NO. 1, AND ALONG THE EASTERLY BOUNDARY OF TIMBERLINE SUBDIVISION NO. 2 AS SHOWN IN BOOK OF PLATS ON PAGES THROUGH , RECORDS OF ADA COUNTY, IDAHO, A DISTANCE OF 99.12 FEET ALONG THE ARC OF A 305.45 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 18°35'34" AND A LONG CHORD BEARING NORTH 14°21'23"WEST A DISTANCE OF 98.69 FEET TO A POINT OF TANGENCY; NP1ST�SSG THENCE CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID TIMBERLINE SUBDIVISION NO. 2 THE FOLLOWING COURSES AND DISTANCES: o� CLINTON W. HANSEN a 111180 0 THENCE NORTH 5°03'36"WEST A DISTANCE OF 125.99 FEET TO A POINT OF CURVATURE; PLS 11118 N�, � THENCE A DISTANCE OF 248.25 FEET ALONG THE ARC OF AN 857.22 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 16°35'34" AND A LONG CHORD BEARING NORTH �� lF OF 13°21'23"WEST A DISTANCE OF 247.38 FEET TO A POINT OF TANGENCY; �ToN W NP- THENCE NORTH 21°39'10" WEST A DISTANCE OF 12.91 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID NW 1/4 OF THE NE 1/4; THENCE ALONG SAID NORTH BOUNDARY SOUTH 89°20'48" EAST A DISTANCE OF 467.11 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 10.15 ACRES, MORE OR LESS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED me Lo I ix+� � o ij HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. ;,,,) .r IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20 Land Surveying and Consulting 231 E. 5TH ST., STE. A CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz BY MANAGER JOB N0. 20-59 SHEET 2 OF 3 JOCELYN PARK SUBDIVISION NO . 1 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS DATE CERTIFICATE OF THE COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. APPROVAL OF CITY COUNCIL I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE: 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO S.S. INSTRUMENT NO. COUNTY OF ADA I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20_, IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER — MERIDIAN, IDAHO \0NPL LA No GISTFR� G'ALc^ CLINTON W. HANSEN a 1 1 1 18 0 N Po 2 PLS 11118 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT /yTF OF THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �T01V W. NPR DISTRICT COMMISSIONERS ON THE DAY OF , 20 0 Jr j sA jr C�� Land Surveying and Consulting PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 20-59 SHEET 3 OF 3 �o o Issue _ o Description Date W. VICTORY R D. ° b ISSUE 12-15-20 a CITY COMMENTS 2-5-21 -- - — - - - - - - - - - - � P I�P FP - - - - - a3\ � � d3FLAN7 5CHE1:%LE \ _ --- ------------- -- ---- '' I N07E5---------- -TOE - - F, d3 (REFERENCE SHEET L4) — — — — — o SYM GOMMON NAME oll - - — °"�_ _ _ _ - - E - - - - - - - � +� 1. REFER TO SHEET L4 FOR PLANT SCHEDULE, LANDSCAPE NOTES, DETAILS, LANDSGAPE EVERGREEN TREES GALGULATIONS AND DEVELOPMENT DATA. N111I�/ \ � E.G. E.G. E.G. � E.G. E.G. E.G. E.G. — — F` ++ BS HOOP'S BLUE SPRUGE �� 4F I GO) --------€ ---------- € --J E.G. E.G. E.G.--- - - - = G 2. REFER TO SHEET L5 FOR LANDSCAPE � `� C. t�♦f ---_ — TOP TOP TOP TOP TOP ��° / �`6hh '�++++ +I SHADE TREES (GLASS III) SPECIFICATIONS. � � 'IV TOP F TOP _ RO RED OAK TOE TOE +e5+ =z6 i5 5 HT BLACK IRON_ -- -- I-DEN� c�C�H�iP � CANAL AREA TO - / + + + r 1OE -- - - - - - - _ + SHADE/STREET TREES (GLASS 11) F. z � , _ - F-ENGE SEE DTL 6, - TOE - - - F REMAIN NATURAL TOE +++++++++ +I �. � (NP) I LL LITTLE LEAF LINDEN \ SHTL44 (TYP) TpP + TOE T o E -�'+ + + + + + I + + + + + + PM FAG I F I G SUNSET MAPLE f NN_z655„. TOP + + + + + + + +TOP + + + + + + + +TOP+ + + + + + + SOP + + + + + + + +TO+P + + + + + + + + + + + + + * + + + + f ' 5ti� + + + TOP + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +, + + + + + RB HERITAGE RIVER BIRGH + + TOP + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +LO + + + + + + + + + + + + + + + + + + + + + /t �1 \ \ + + + + + + + + + + + + + + + + + + + + + + + + + + + +G + + + + + +E + + + + f (� E G. V L J + + + + + + + + E. + + + + + + ORNAMENTAL TREES (GLASS 1) tt►f� Sj + + + + + + + + + + + + + + + + + + ACCESS E� + + + + �.� + + + + + + + .E GP CAPITAL PEAR —E.G. 0+E E \ 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +i + + ROAD - —+ +'+ + + + + 6-G + + + + + .6� + + + + + 6-GM + + + + 6-GN1 + + + + �-�> + 3-C�L + + + + RR ROYAL RAINDROPS GRABAPPLE ,+ + _� �T + + + + + + + + + + + +2+5 + + + + + + + + + + + + + + + + + + + + + + + ' + + + + + + + + + 16+�M+ + + + + + + + + + + +M�a + 2+Sk`t+ 4+ + -51 4 + 4-l'tC� + 2 w +4�M + + � y�{ 4� + + + + (TYP) \+ + + LL FN +6+Gj"i+ ... + + + + i„�� 2W++ + + + + + + + AMP + + + + +1-t.1P \++ + + + 1 AMP + + + + fi-M + + + + +1_ + + + + +'+ +2-GL+ ++SSW ++ i�16 ++ +-' +1+ + ++++++ +++++ ++ + + + + + + + + + + + + + + + +++++ +++++++ + + + + + + + + + + + +1"1P+ + + + + N SHRUBS/ORNAMENTAL GRASSES/PERENN I ALS +I-aNiC, + + + + + + + + + + + + + + + + + + + + + + + + GM WALKER'S LOW GATM I NT + + + + + + + _ 6F 6OLDFLAME SPIREA I-MP = fl 0 6L 6RO-LOW SUMAC, 9 6-GM 6' HT SOLID I H IVORY HALO D06HOOD VINYL FENCE. JENSENBELTS I-BS ® b� I-PM I-PM ___ � ,,� KF KARL FOERSTER REED GRASS ___ �c I-PM I-P___M_---- SEE DTL 4, I-M6 SHT L4 (TYP) M6 MAIDEN GRASS 3-67F 7 g / MP MOPS MU60 PINE ASSOCIATES d� SW SUMMERWINE NINEBARK 2-RR I-PM LAWN CD CD 3-6L 5-GM (TYP) �,� / Site Planning I-RR 3-LL Landscape Architecture l i 2-RO I-RO LAWN EXISTING FENGE (TYP). COMMUNITY w SOD 1509 S. Tyrell Ln. Ste. 130 I PLAYGROUND w Ph. (208)Idaho3433 71175 6 SOLID VINYL '"V.t65,55 4 I W/ P I GN I C, SHE R s � .� .� �. RED FESGUE FENGE (TYP). www.jensenbelts.com o - - 4ri �- - 4P1 PI 4ri - 4P1 I SEED MIX SEE DTL 4, SHT L4. - - OW W W W W gW 8W 8W 8W 8W 8W 6' OPEN VISION VINYL SLAT TO UNDER €Soo"- li _ — — 8W B FENGE AROUND COMMON AREAS -- AND GONNEGTION PATHWAYS (TYP). SEE DTL 5, SHT L4. �NNSNSN � 8 — — — — S 8S 8S 8S 8S 8S 8S 8 � x 5' IRON FENG I N6 ALONG RIDENBAU6H GANAL INV=2657.53 EASEMENT (TYP). SEE DTL 6, SHT L4. I VISION - - - - - - - - - s co ROAD AGGESS PANGLE ROAD (TYP) m a I I I I I I I I x T Z 3-IH x I 1 ■ 1 -2 2-2 Q I i_" � J I 1 1 1 7-3 6-3 5-3 4-3 3-3 O I I II I I � I �,— w I I I I I 3Sw � � I I I I I I I I 11-MP L I 3-IH � - - -s s - - 4�_ � Q x L - s 2-KF I-ROJ__ U I 00 - - - s 6' HT SOL I D I 4r� PI VINYL FENGE.� Q SEE DTL 4, W II � � �3-2 II � ------------ 3-6F SHT L4 (TYP) \ I-853, I-PM i c� I EXISTING FENGE \ \ 2-GM Q PER TIMBERLINE \ \ \ W > I ESTATES _ \ \\ 8-3 \ s �� M0 -- -- -- -- W \ x ;o \ \ • � \\ x 4-2 \ \ 6' T OPEN VISION \ O SOD 1 GI D J \ \ LAWN NN=2657D VIN L SLAT TOP - B - - - ---EP----------- -- -rSG�--- - ----- LAWN W -------- FEN E. SEE DTL 5, \ (TYP) EP E 18 G I � 9-3 SHT�L4 (TYP) ` o P o EP EG 2 � �P E EP � p I- R J O Q I — � � o - -1P - - 5-2 \ �, O -- 4 3-MG \ \ \ G \\ 10 3 - --Mis — - - - 4P 3-GL LL 1 � _ � \\ \ \ y CP \ GONN�GTI ON - I SW 3 7-3_� - - - \ \ \ \\ (lYP) 0 1 O y_MG 6' HT OPEN VISION - - - - KEY MAP \ \ I-MP VINYL SLAT TOP / � s \ 3- P \ �3-IH FENGE. SEE DTL 5, TA)NING WALL _ --------_- - _- _ \ \ � / BY OTHERS --- ----- ----------- - 6- \ �\ / SHT L4 (TYP) -----� \ \ \ 38-3 /I� --- - - - \ - - LLI r 35-6 Job Number 2075 -�7-2 Drawn Checked J J N K C S Scale AS SHOWN 8-2 \ 3-MG ` \ \ Sheet Title LANDSCAPE PLAN 9-2 M N \ 400 '� --- - Sheet Number s NORTH --- 1 0' 30' 60' 90' 1 of 5 Sheets SCALE 1 = 30 - --T- --T- Issue Description Date ISSUE 12-I5-20 CITY COMMENTS 2-5-2I FLAN7 5CHEZ%LE N07 EE5 (REFERENGE SHEET L4) t%% � �� fif4 SYM COMMON NAME I. REFER TO SHEET L4 FOR PLANT SGHEDULE, C. rf� EVERGREEN TREES LANDSCAPE NOTES, DETAILS, LANDSCAPE S GALGULATIONS AND DEVELOPMENT DATA. E35 HOOPS BLUE SPRUGE SHADE TREES (GLASS III) 2. REFER TO SHEET L5 FOR LANDSCAPE SJ '�Z7 ` RO RED OAK SPEC I F I GAT I ONS. f�i��t 6535 �� v \ \ SHADE/STREET TREES (GLASS 11) �Iflits1 LL LITTLE LEAF LINDEN PM PAG I F I G SUNSET MAPLE RB HERITAGE RIVER BIRCH -�GN ORNAMENTAL TREES (GLASS U f 13-3 S GP GAPITAL PEAR V A\ S RR ROYAL RAINDROPS GRABAPPLE \ \ \( SHRUBS/ORNAMENTAL 6RA55E5/PERENN I ALS GM WALKER'S LOW CATMINT JENSENBELTS \ \ \ \ OF GOLDFLAME SPIREA ASSOCIATES \ \ 6L GRO-LOW SUMAC Opp- \ \ I H IVORY HALO DOGWOOD 10-2 \ 14 3 \ \ KF KARL FOER5TER REED GRASS Site Planning M6 MAIDEN GRASS \ \ I Landscape Architecture MP MOPS MUGO PINE \ \\ \ SW SUMMERWINE NINEBARK 1509 S. Tyrell Ln. Ste. 130 \ \ Boise, Idaho 83706 \\ it Ph. (208) 343-7175 \ 1 1 —2 \ " \ \\ I it LAWN www.jensenbelts.com SOD \ \ 15-3 \ \ I W W W W W RED FESCUE SEED MIX S I I q - I d � U, Z M s S 12-2 I ( EXISTING FENCE it EXISTING FENCE (TYP). \ PER TIMBERLINE 16-3 it O \ ESTATES it 6 SOLID VINYL FENGE (TYP). 65a69 s it SEE DTL 4, SHT L4. Z 6 OPEN VISION VINYL SLAT TO Q 13—2 I 00 FENGE AROUND COMMON AREAS AND GONNEGTION PATHWAYS (TYP). ' J 7-3 SEE DTL 5, SHT L4. O 0. 5' IRON FENGIN6 ALONG RIDENBAU6H CANAL W it EASEMENT (TYP). QE co SEE DTL 6, SHT L4. 14-2 18-3 V I I I I co > — — — — � I I II Q .. Q - - - - W I I 1 — I LL1 I 19—3 Q - - - - S Q I I II U 20-3 co ,I 16-2 N LL 21 -3 00 I 17-2 KEY MAP MATCHLINE L2 s I� I MATCHLINE 3 ° S =� - - - Job Number 2075 I Drawn Checked JJN KCS Scale AS SHOWN Sheet Title LANDSCAPE � �— _ PLAN Sheet Number NORTH �� ---� ,�' L 2 0' 30' 60' 90' SCALE 1 = 30 -� --T-\�--T- 2 of 5 Sheets Issue Description Date ISSUE 12-I5-20 CITY COMMENTS 2-5-2I FLAN7 5CHEZ%LE N07 EE5 (REFERENGE SHEET L4) t%% � �� fif4 SYM COMMON NAME I. REFER TO SHEET L4 FOR PLANT SGHEDULE, C. rf� EVERGREEN TREES LANDSCAPE NOTES, DETAILS, LANDSCAPE S GALGULATIONS AND DEVELOPMENT DATA. E35 HOOPS BLUE SPRUGE SHADE TREES (GLASS III) 2. REFER TO SHEET L5 FOR LANDSCAPE SJ '�Z7 RO RED OAK SPEC I F I GAT I ONS. f�i�' 6535 ��ti SHADE/STREET TREES (GLASS 11) flits LL LITTLE LEAF LINDEN PM PAG I F I G SUNSET MAPLE RB HERITAGE RIVER BIRCH ORNAMENTAL TREES (GLASS 1) GF ML FEAR A T C H L I N E L 2-- RR ROYAL RAINDROPS GRABAPPLE I� "/ g 2 5—3 —I 2-GP M A T C H L I N Ez-,L 3`, s SHRUBS/ORNAMENTAL GRASSES/PERENN I ALS -- �� 6' HT OPEN VISION GM WALKER'S LOW CATMINT _ VINYL SLAT TOP `- — JENSENBELTS \ 2 —3 �� OF GOLDFLAME SPIREA ASSOCIATES INV 656. s , � ` FENCE. SEE DTL 5 6L 6RO-LOW SUMAC V \ 3-IH `\SHT L4 (TYP) IH IVORY HALO DOGWOOD ° I-MP KF KARL FOERSTER REED GRASS Site Planning 6' HT OPEN VISION \ �- F 2-MG m Fq VINYL SLAT TOPA-- y,� _ - _ _ - M6 MAIDEN 6RA55 Landscape Architecture 10k2 4-3 Q L_ MP MOPS MUGO PINE FENCE. SEE DTL , \ $ M B -- -- '' s SW SUMMERWI NE NI NEBARK q \ SHT L4 (TYP) G - ` 3-IH VISION 1509 S. Tyrell Ln. Ste. 130 \ I P 5-MG 3-I f TRIANGLE �I Boise, Idaho 83706 q \ 9-2 / \ 23-3 % _ 2-dF v (� (NP)49-3 Ph. (208) 343-7175 \ LAWN www.jensenbelts.com \ 4 � LAWN 4P� _JOCELYN PARK PHASE 2 SOD 4P1 A q \ \\ M \ W W W W W RED FESCUE _ W W SEED MIX NV=2fi66. \ W ` 8W411 8W W 8W W W \ W. W I P E G S T. �� v 8 - �z \ �W i BENCH EXISTING FENCE (TYP). I-LL \ EXISTING FENCE M o v INV=]6 6.64' FA Fq \ PER TIMBERLINE 6 SOLID VINYL s ESTATES - — — 161 9 FENGE (TYP). 21 —2 / — — �` -� © SEE DTL 4, SHT L4. S Z/ i \ 6 OPEN VISION VINYL SLAT TO Q \ / I-RO �S L N ` I-RO FENGE AROUND COMMON AREAS AND GONNEGTION PATHWAYS (TYP). ' J i SEE DTL 5, SHT L4. + O RA"TM CANNOT FI / \\�s. VAUET \ I \ 22-2 PIPE END x 5' IRON FENGIN6 ALONG o� \ 23-2 RIDENBAU6H CANAL W \\ ' HT OPEN VISION / �� \ �� EASEMENT (TYP). F VINYL SLAT TOP SEE DTL 6, SHT L4. � U \ FENCE.. SEE DTL 5, \ SHT L4�TYP) v v \ �r Ol q q - - Q w W v=2fis s2' `Y `Y `Y W W �Y �Y 1,�Y W W p W W W Y BREAK IN FENGE �S W WV W W W W W W W W I—RB O TO ADJO IN OPEN W W W W W W W W W O \ J SPACE WITH W W W Y W Y Y W W W Y Y W \W W TIMBERLINE do \ ESTATES W W RED 4F UFv \W W W W -SEED MIX W w . w 2-RB \� 24—2 RED FESCUE \�\ J W W W W W W W W SEED MIX W\ w Y W W Y Y W W vY W (TYP) W W v� J Y Y W Y Y Y W � EXISTING v . . . . . . . . . . . POND O Q \ Y Y Y Y Y W Y W Y r r W W W\ W W W CA OT FIND OTHER EN PIP END TO AST U. Y Y Y W Y Y W W W W ry60. W W W W Wi W W W 6' HT OPEN VISION I-RB \ VINYL SLAT TOP W W I-RI3 FENCE. SEE DTL 5, KEY MAP W W SHT L4 (TYP) W Y Y Y Y TOP Y W Y Y L Y Y Y Y L Y Y Y L L Y Y W Y L _ \ ------' -- _ Job Number 2075 Drawn Checked JJN KCS Scale AS SHOWN Sheet Title LANDSCAPE PLAN Sheet Number NORTH 0' 30' 60' 90, -�i 1 ,-- L3 3 of 5 Sheets SCALE 1 = 30 -� --T-\�--T- Issue Description Date I55UE 12-15-20 CITY COMMENTS 2-5-21 6' O.G. POST GAP IYYx5YYRAIL -/8" x 6" VINYL PICKET PANELS TURF all MULGH — `r %1[ F+f 'i# PER SPEC, FL�ANT JBCH �UL �� SYM COMMON NAME BOTANICAL NAME SIZE � � �y 4�11 _ EVERGREEN TREES __ `� BS HOOFS BLUE SPRUCE PIGEA PUN6EN5 'HOOP511' 6-8' HT BBB _ _ _ IIIIIIIIIIIII I-III-III-I 1- •�r . -1 I 1=1 I 1=1 111 II 11 _I I III-1 I I- ,, =III III=� x 5" x 5" SO POST SHADE TREES (GLASS 111) fr 6535� -III=11I-FINISH GUT EDGE TOP SOIL RO RED OAK OUERGUS RUBRA 2 GAL BBB GRADE = SHADE/STREET TREES (GLASS 11) LL LITTLE LEAF LINDEN TILIA GORDATA 2" GAL BaB PM PAG I F I G SUNSET MAPLE AGER TRUNGATUM x A. PLATANOI DES 'WARRENRED' 2" GAL B a B RB HERITAGE RIVER BIRGH BETULA N16RA 'GULLY' 6-8' HT MULTI-STEM FOOTING PER MF6 ORNAMENTAL TREES (GLASS 1) REGOMMENDATIONS GP CAPITAL PEAR PYRUS GALLERYANA 'CAPITAL' 2" GAL BBB PLANTER GUT BED EDGE RR ROYAL RAINDROPS GRABAPPLE MALUS 'LFS-KW5' 2" GAL BBB NOT TO 5GALE NOTES: SHRUBS/ORNAMENTAL GRASSES/PERENNIALS JENSENBELTS GM WALKER'S LOW CATMINT NEPETA x FAASSENII 'WALKER'S LOW' I GAL ASSOCIATES I. FENCING TO MATCH COLOR AND STYLE OF SUBDIVISION'S EXISTING PHASES. 6F 60LDFLAME SPIREA SPIRAEA x BUMALDA '60LDFLAME' 3 GAL CONTRACTOR TO VERIFY STYLE TO MATCH. 6L 6R0-LOW SUMAC RHUS AROMATIGA '6R0-LOW' 3 GAL 2. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. IH IVORY HALO DOGWOOD GORNUS ALBA 'BAILHALO' 5 6AL Site Planning 3. 12" WIDE ROCK MULGH MOW STRIP TO BE INSTALLED AT BASE OF FENGE ON KF KARL FOERSTER REED GRASS GALAMA6ROSTIS ARUNDINAGEA 'K.F.' 16AL Landscape Architecture COMMON LOT SIDE WHEN ADJACENT TO LAWN. M6 MAIDEN GRASS M I SGANTHUS S I NENS I S 'CRAG I LL I MUS' I GAL MP MOPS MU60 PINE PINUS MU60 'MOPS' 5 6AL 1509 S. Tyrell Ln. Ste. 130 SW SUMMERWINE NINEBARK PHYSOGARPUS OPULIFOLIUS 'SEWARD' 5 6AL Boise, Idaho 83706 L� VINYL PR I VAGY FENGE Ph. (208) 343-7175 NOT TO 5GALE www.jensenbelts.com LAWN EXISTING FENGE (TYP). 3" OF MULGH AS SPEGIFIED. SOD BRUSH AWAY FROM STEM. 6 5OL I D VINYL W W W RED FESGUE FENGE (TYP). W W W SEE DTL 4, THIS SHT. POST 6' O.G. y SEED MIX W/ GAP 1 3/4" x 3Y2" W W W III=III — — TURN BACK BURLAP, TOP I/3 OF BALL. TOP RAIL 6' OPEN VISION VINYL SLAT TO =III= -I I = KEEP GROUND LINE SAME AS NURSERY. FENGE AROUND COMMON AREAS OPEN VERTIGAL AND GONNEGTION PATHWAYS (TYP). FERTILIZER TABS AS SPEGIFIED SLAT TOP SEE DTL 5, THIS SHT =1 =111= I LI - (80% OPEN VISION) PLANTI N6 SOIL AS PER SPECS. PER MERIDIAN CITY 5' IRON FENGIN6 ALONG UDG II-3A--IA.-I X_< RIDENBAU6H CANAL EASEMENT (TYP). Z V:2" x 5Y2" SEE DTL 6, THIS SHT T NOTE: 016 HOLE TWIGE THE SIZE OF ROOTBALL. _ BOTTOM (Z CENTER RAIL j ■ PANELS O 0. W 2 SHRUB PLANTIN6 X NOTES NOT TO 5GALE _ < Q I. ALL PLANTING AREAS SHALL BE INSTALLED BE IN AGGORDANGE WITH CITY OF MERIDIAN CODE. REFER TO SHEET Q FOOTING PER MF6 L5 - SPEC, SECTION 52 a0 00 - LANDSGAPE SPEGIFIGATIONS. — REGOMMENDATIONS 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. REFER TO SHEET Q L5 - SPEC, SECTION 52 84 00 - IRRIGATION PERFORMANGE SPEGIFIGATIONS. Ld NOTES: 1. FENGE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 5. LOCATE AND PROTECT ALL UTILITIES DURING GONSTRUGTION. z co a - 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-GLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUGTURES, OR j O FAGILITIES. SEEPAGE BEDS MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING THE GONSTRUGTION AND INSTALLATION OF THE LANDSGAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJACENT TO OPEN VISION VINYL SLAT TOP FENGE SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXGEED 15" IN DIAMETER. NO LAWN SOD TO BE PLACED OVER DRAINAGE SWALE SAND WINDOWS. NOT TO SCALE 5. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSEGTION5. NO CONIFEROUS TREES OR SHRUBS J 8' x 2" x 2" GEDAR STAKE, 2 PER TREE. OVER 5' H16H AT MATURITY WILL BE LOCATED WITHIN SI6HT TRIANGLE OR AGHD ROW. AS TREES MATURE, THE SET STAKES PARALLEL TO PREVAILING OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE GANOPIES TO MEET AGHD REG2UIREMENTS FOR MAINTAINING WIND. SEGURE WITH RUBBER GINGH TIES. GLEAR VISIBILITY WITHIN 40' STREET VISION TRIANGLE. V DO NOT PENETRATE ROOTBALL. � SEE NOTE 3. 6. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSECTION STOP SIGNS. O 2" x 2" SO POST 6' O.G. I11 x Val, 7. LANDSCAPE AND TREES IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE COMPLETED DURING ROOT GROWN TO BE 1-2 HORIZONTAL RAIL GON5TRUGTION ON THESE LOTS. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE DRIVEWAYS AND UTILITIES. z 4I' B ABOVE FINISH GRADE. (.080 WALL MIN.) TRUNK FLARE MUST BE VISIBLE 4" 5/8" x 5/8" PICKETS 5' R PICKET SPAGING TREES SHALL NOT BE PLANTED WITHIN OF WATER METERS O UNDERGROUND UTILITY LINES. U.IN PLANTING BEDS: (.050 WALL) 8. PLANT LIST 15 SUBJEGT TO SUBSTITUTIONS OF SIMILAR SPEGIES DUE TO PLANT MATERIAL AVAILABILITY. BURLAP 5-0" MIN MULGH AS SPEGIFIED. AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUGH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BRUSH AWAY FROM TRUNK. BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. FERTILIZER TABS AS SPEGIFIED cl. THERE ARE NO EXISTING TREES ON SITE. NO MITIGATION 15 REQUIRED. -221 = I SNIP BASKET in TURN BACK BURLAP 1/3. x 2'-0 Mt I=III=III=III= BAGKF I LL W/ TOP501 L MIX III-III-I�I-I�I , III- _ AS 5PEG'D � TAMP LOOSELY ., , ;,,III; IN 4"-6" LIFTS Job Number 2075 2 x BALL DIA. LANI;�5CAFE CALCeJLAT � ON5 0°0 °0° 0°0 °°° °°° °°O °°° °°O °°° °°° °°° °°° °°° - °°° °°° REQUIRED PROPOSED °°° °°° °°° °°° LOCATION Drawn Checked NOTES: 000 000 N 000 000 TREES: TREES: J J N K C S I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. 0°0 °0° 0°0 °0° 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/3 OF ALL ROOT BALLS AFTER 000 °000 000 °000 CONCRETE COMMON AREA TREES 155,200 SF/8000= 17 35 Scale AS SHOWN PLANTING. IF SYNTHETI G WRAP/BURLAP 15 USED, IT MUST BE COMPLETELY REMOVED. FOOTING 3. STAKING OF TREES TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE GONTRAGTOR IS 1211 TOTAL TREES = 17 33 Sheet Title RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAI6HT AND REMAIN STRA I6HT FOR A MIN OF I YEAR. ALL STAK I N6 SHALL BE REMOVED AT THE END OF LANDSCAPE THE I YEAR WARRANTY PERIOD. NOTES: 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. I. IRON FENGE STYLE MAY VARY 5L16HTLY. ALL GALVANIZED NO EXISTING TREES TO BE REMOVED. NO MITIGATION REQUIRED. POWDERGOATED BLAGK. DETAILS � TREE FLANT I NCB/STAK I NCB � IRON FENGE NOT TO SCALE NOT TO SCALE Sheet Number L 4 4 of 5 Sheets SECTION 32 90 00- LANDSCAPE WORK C. Soil Testing 3.6 PLANTING TREES AND SHRUBS SECTION 32 84 00- IRRIGATION (PERFORMANCE) Issue 1. Soil tests are required for this project(see above for requirements). Test shall be provided as A. Set balled and burlapped (B&B)stock on layer of compacted planting soil mixture, plumb and in Description Date PART 1 - GENERAL follows: center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. PART 1 -GENERAL E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. a. Provide certified analysis at time of sample submitted (three samples imported topsoil). Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around g p ISSUE 12-18-20 1.1 RELATED DOCUMENTS Amend soils per chemist's recommendations and as herein specified unless otherwise base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. 1.1 CONDITIONS AND REQUIREMENTS: G. Flushing Valve: Netafim Model TLFV- two per zone (each end). CITY COMMENTS 2-3-21 A. Drawings and general provisions of Contract, including General and Supplementary approved by Architect. Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation is A. General and Supplementary Conditions, and Division 1 General Requirements. G. Filter: Netafim Model DF075-120, 3/4""filter; one per drip zone. Conditions and Division 1 Specification Sections. 2. Test shall include, but not limited to recommendations on chemical distributions, organic approximately 2/3 full, water roughly before placing remainder of backfill. Repeat watering until no H. Air Relief Valve: Netafim Model TLAVRV, contents, pH factors, and sieve analysis as necessary. Test#1T by Western Laboratories more is absorbed. Water again after placing final layer of backfill. Remove all ties from around base 1.2 SUMMARY 2.5 MISCELLANEOUS 1.2 SUMMARY (1-800-658-3858) is required. of trunk. A. Work included: A. Chemicals: primer and solvent glue as required by pipe manufacturer. A. This Section includes provisions for the following items: 3. Contractor is responsible for whatever soil additives are recommended by the soil testing B. Set container grown stock, as specified,for balled burlapped stock, except cut cans on 2 sides with 1. Provide and install a complete and operating automatic irrigation system for B. Valve box-high impact plastic, green in color. 1. Trees. laboratory. an approved can cutter and remove can; remove bottoms of wooden boxes after partial backfilling so all lawn and planting areas. C. Valve cover and frame-compatible with valve box with provision for locking. 2. Shrubs; Ground cover. 4. Contractor shall coordinate, obtain and pay for all soil tests. as not to damage root balls. 2. Connect to main water supply at existing site stubout as provided. D. Drainage backfill-clean gravel or crushed stone, graded from 3" maximum to 3. Lawns. 5. If regenerative noxious weeds are present in the soil, remove all resultant growth including roots C. Trees planted in turf area: Remove turf 3'dia around tree trunk. Dish top of backfill to allow for 3. Sleeving under paved areas (by others) 3/4" minimum. 4. Topsoil and Soil Amendments. throughout one-year period after acceptance of work, at no cost to Owner. mulching. 4. Obtain and pay for all permits and fees for the work of this section. 011111114f, 5. Miscellaneous Landscape Elements. D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into top 5. Perform work on a design/construct basis, subject to the requirements of / PART 3- EXECUTION 6. Initial maintenance of landscape materials. 2.2 pH ADJUSTERS of backfill and finish level with adjacent finish grades. the Contract Documents, applicable codes, and good design practice. ,C 11rz. B. Related Sections: The following sections contain requirements. A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be used 1. Provide 3 inches thickness of mulch. 6. Winterization of system.� �' �. E - rat 3.1 GENERAL � 1. Underground sprinkler system is specified in Section 32 84 00- Irrigation to adjust soil pH. E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an op adequate film over trunks, branches, stems, twigs and foliage. 1.3 SUBMITTALS A. Install system to provide for adequate protection against freeze damage. k 1.3 QUALITY ASSURANCE 2.3 SOIL AMENDMENTS F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: B. Install system in accordance with approved Contractor design drawings. All deviations from the plans must be approved, and clearly recorded on record drawing. � . i, ,.z A. Subcontract landscape work to a single firm specializing in landscape work. A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery (208)375-5262 and NuSoil trees to retain required height and spread. Unless otherwise directed by Architect, do not cut tree 1. Manufacturer's printed product information and catalog cut sheets for all ll i � C. Install system and components in strict accordance with manufacturer's ti B. Source Quality Control: Compost(208)629-6912 or approved equal in equal amounts by volume. leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to system components; five copies. ►cf r recommendations. 1. General: Ship landscape materials with certificates of inspection required by governing B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be retain natural character. B. Shop Drawings: Submit shop drawings for underground irrigation system including fi v �ti~� at approximately equal spacing Install quick coupler(s)on main supply line, , � authorities. Comply with regulations applicable to landscape materials. free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as to weight, G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. plan layout and details illustrating location and type of head, type and size D. ft/ 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof manufacturer, and content. Protect materials from deterioration during delivery and while stored at H. Guy and stake trees immediately after planting, as indicated. of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. valve box locations or intervals of approximately 200 feet, whichever is greater. lf� C�11�� of non-availabilityto Architect, with proposal for use of equivalent material. site. I. Apply approved herbicide to all shrub bed areas at manufactures specified rate. Re-apply as necessary C. Record Drawings: At completion of this work, submit to the Contractor: Locate adjacent to paved surfaces, at valve boxes where practical. 1111 p p q pp Y PP p pp Y rY 9 P 3. Analysis and Standards: Package standard products with manufacturer's certified 1. Commercial fertilizer"A"for trees and shrubs during planting; slow release Agriform Planting for elimination of weeds. 1. Record Drawings; reproducible and five prints. 3.2 SURFACE CONDITIONS analysis. For other materials, provide analysis by recognized laboratory made in 5-gram tablets 20-10-5 type or equal. 2. Operations and Maintenance information (2 copies), including: A. Examine the areas and conditions under which work will be performed. Notify accordance with methods established by the Association of Official Agriculture Chemists, 2. Commercial fertilizer"B"for lawn areas, applied to bed prior to seeding or sodding, to be 3.7 SODDING NEW LAWNS a. Information including descriptive details, parts list, specifications, p y Contractor of conditions detrimental to timely and proper completion of Section wherever applicable. 16-16-17 applied at the rate of ten pounds per acre. A. General: Install lawn sod in all areas designated on the drawings. maintenance schedules and procedures for system components. work. 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, 3. Commercial fertilizer"C"for lawn areas three to four weeks after planting (sod)or after first B. Soil Preparation b. Operation, adjustment of system and components instructions. not proceed until unsatisfactory conditions are corrected. size, genus, species, and variety shown and scheduled for work complying with mowing (seed). Organic Fertilizer Milorganite (6-0-2)type or equal. 1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a c. Winterization procedures. B. Locatee all underground utilities and structures and notify Architect of any recommendations and requirements of ANSI Z60.1 "American Standard for Nurser C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or depth of eight 8 inches b approved means, then finish graded as hereinbefore described. d. Schedule indicating required open valve time to produce given precipitation conflict with Section work. Protect structures and utilities. Repair or q Y 9 p Pp p 9 P g ( ) Y pp 9 g q p p g p p replace said structures or utilities damaged by this work at no cost to the Owner. Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with pre-approved equal. Use in accordance with manufacturer's recommendation on all planting beds. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. amounts and seasonal adjustments. good horticultural practice and free of disease, insects, eggs, larvae, and defects such as D. Sod Placement e. Warranties and guarantees. 3.3 SLEEVING knots, sun-scald, injuries, abrasions, or disfigurement. 2.4 PLANT MATERIALS 1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod beds. Sod f. Submit five copies. A. Sleeving installed by others. Coordinate with other trades. JENSENBELTS 5. Label at least one tree and one shrub of each variety with attached waterproof tag with A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for layers shall be experienced, or if inexperienced, shall be constantly supervised by an ASSOCIATES legible designation of botanical and common name. landscape work and complying with recommendations and requirements of ANSI Z60.1 "American experienced foreman. The Contractor shall insure that the base immediately ahead of sod layer 1.4 GUARANTEE 3.4 TRENCHING AND BACKFILLING a. Where formal arrangements or consecutive order of trees or shrubs are shown, select Standard for Nursery Stock". is moist. Sod shall be laid tight with not gaps. Allowance shall be made for shrinkage. Lay sod A. Guarantee in writing all materials, equipment and workmanship furnished to be A. Trenchingand backfillin shall be per applicable ISPWC Section. stock for uniform height and spread. B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching with long edges perpendicular to primary slope. free of all defects of workmanship and materials. Within one year after date of g p B. Cut trenches straight and without abrupt grade changes to allow the following Site Planning 6. Inspection: The Architect may inspect trees and shrubs either at place of growth or at site configuration recommended by ANSI Z60.1 for type and species required. Single stem trees except 2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. Substantial Completion repair or replace all defective parts or workmanship that minimum cover: Landscape Architecture before planting,for compliance with requirements for genus, species, variety, size, and where special forms are shown or listed. Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to subgrade may be found at no additional cost to Owner. p quality. Architect retains right to further inspect trees and shrubs for size and condition of C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number of or sod. Tam or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks B. Fill and repair all depressions and replace all necessary lawn and planting which 1. Main Lines and Sleeving: 18 inches. q Y' 9 p 9 p g Y g p p p ry p g 2. PVC Laterals: 12 inches. 1509 S. Tyrell Ln. Ste. 130 balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or canes required by ANSI Z60.1 for type and height of shrub. between pieces; remove excess to avoid smothering of adjacent grass. result from the settlement of irrigation trenches for one year after date of 06 defective material at any time during progress of work. Remove rejected trees or shrubs D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. Dimensions 3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper Substantial Completion. C. Surround lines with 2 inches of clean rock-free material on all sides. Boise, Idaho 7 immediately from project site. indicate minimum spread for spreading and semi-spreading type evergreens and height for other contact between soil and sod. Final rolling must provide a uniform surface. After final rolling, the C. Supply all manufacturer's printed guarantees. Ph. (208) 343-7175 types, such as lobe, dwarf, cone, pyramidal, broad upright, and columnar. Provide normal qualitysod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, A. MISCELLANEOUS VALVES Yp g pY pp A. Install manual drain valves up stream. Install devise at mainline tap in accordance www.jensenbelts.com 1.4 SUBMITTALS evergreens with well balanced form complying with requirements for other size relationships to the healthy and vigorous growth with no dry or dead spots. 1.5 QUALITY ASSURANCE with manufacturer requirements for complete operation. Install backflow provision A. General: Submit the following in accordance with Conditions of Contract and Division 1 primary dimension shown. 4. Add fertilizer"B"at the manufacturer's recommended application rate. A. Contractor shall be licensed in the State in which this work is being performed. q p p Specification Sections. E. Water sod thoroughly with a fines spray immediate) after planting. B. Contractor shall have at least two ears prior experience in projects of equal and connect to controller. p 9 Y P Y Y P 9� Y p p p J q B. Plant and Material Certifications: 2.5 GRASS MATERIALS F. Sodded Lawn Establishment or larger scope. Provide minimum of three references and list of similar 3.6 CIRCUIT VALVES 1. Certificates of inspection as required by governmental authorities. A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds and 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of sod projects with owners' names, addresses, and phone numbers, when requested by A. Install in valve box arranged for easy adjustment and removal. 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. undesirable native grasses. Provide only sod capable of growth and development when planted lawn areas until Final Acceptance of the project. Owner. t y 3. Label data substantiatingthat plants, trees, shrubs and planting materials comply viable, not dormant). 2. Mowing shall be done b an approved "reel"type mower. Mower blades shall be set at two 2 C. Contractor shall employ on site at all times a foreman who is thoroughly 1. Provide union on downstream side. P P 9 P Y ( ) 0 9 Y pp Yp ( ) p Y g y 2.Adjust automatic control valves to provide flow rate of rated operating specified requirements. 1. Provide sod of uniform pad sizes with maximum 5/o deviation in either length or width. Broken inches high for all mowings. experienced and competent in all phases of the work of this Section. 4. Seed vendor's certified statement for each grass seed mixture required, stating botanical pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per the pressure required for each sprinkler circuit. and common name, percentages by weight, and percentages of purity, germination, and own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. Manufacturer's recommended application rate. Verify all methods of application. Contractor 1.6 SYSTEM DESCRIPTION 3.7 PIPE INSTALLATION weed seed for each grass seed species. B. Provide sod composed of: Rhizomatous Tall Fescue (RTF)from the The Turf shall notify the Architect in writing that the fertilizer applications have occurred and on what dates. A. Design requirements: o o A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust C. Mulch: Submit 1 gal bag of mulch sample for approval. Company, Meridian, ID (208)888-3760 or approved equal. 1. Minimum water coverage: Planting areas-85/o, Lawn areas- 100/o blocks to be used at points of intersection and change of direction in main line C. Red Fescue Seed Mix 3.8 SEEDING 2. Layout system to obtain optimum coverage using manufacturer's standard pipe as per manufacturer's recommended specifications. Install manual drains. 1.5 DELIVERY, STORAGE AND HANDLING Festuca rubra Creeping Red Fescue 8.Olbs/acre A. General heads. Spray on walks, walls or paved areas is not acceptable. B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, A. Seed shall be delivered to site in unopened container, with seed and inert material content Festuce ovina 'Covar' Covar Sheep Fescue 8.Olbs/acre 1. Seeding for irrigated areas shall be accomplished in the spring (after March 15)or fall (before 3. Zoning shall be designed for optimum use of available pressure and efficient p p p p p q clear) marked on outside of container. Container shall be stored on site for tall Festuca longifolia Hard Fescue 8.Olbs/acre October 1 of the year and/or when weather conditions are favorable for proper working of the distribution for es of plantings and shapes of planting areas. wipe from surface all saw chips, dust, dirt, moisture and any foreign matter Y Y' ) y p p g types p g p p g which may contaminate the cemented joint. Apply cleaner/primer and solvent B. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod Total 24.Olbs/acre soil and seed germination. 4. Design pressures: Install pressure regulating equipment as necessary. cement, make joints in accordance with manufacturer's recommendations. Use against drying and breaking of rolled strips. 2. Seed shall be spread by approved mechanical (hopper or culti packer)or hydroseed methods 5. Provide/install approved fixed tee or coupling device for air blow winterization. T C. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery 2.6 MISCELLANEOUS LANDSCAPE MATERIALS only. Location shall be on main supply line downstream from main shut off valve. C.ConTeflon thread sealant(tape)at all threaded joints. unless otherwise approved b Architect. Do not bend or bind-tie trees or shrubs in such A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard 3. Seeding shall be done only after topsoil mix placement, finish grading, adjacent construction and 6. Install approved backflow prevention device in conformance with local or note exceed shall size pipe according to schedule provided. Flow velocities shall pp Y Yp g g g p p g y p p g g' t pp p not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed ■ J manner as to damage bark, break branches, or destroy natural shape. Provide protective excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and mix plantings have been completed and approved by Architect. prevailing codes, and in approved site location. Provide for drainage per zone to balance the pressure loss and provide minimum fluctuation in stem covering during delivery. Do not drop balled and burlapped stock during delivery. in accordance with manufacturer's instructions. without erosive damage. p p p Y O 0. D. Deliver trees and shrubs after preparations for planting have been completed and plant B. Mulch: Mulch for planting beds shall be medium round bark mulch, free of splinters, consistent in B. Soil Preparation: An seeded lawn area that has become compacted prior to seeding must be operating pressures. p p p g p p p g g p p Y p p g Pipe Size Pipe Section Pipe Size Pipe Section immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in appearance, and shall contain no toxic substance detrimental to plant life. scarified to a depth of eight(8) inches by approved means, then finish graded as hereinbefore 1.7 EXTRA EQUIPMENT shade, protect from weather and mechanical damage, and keep roots moist by covering with C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or described. A. In addition to installed system, furnish owner with the following: 3/4" 10- GPM 1 12" 26-50 GPM z W mulch, burlapor other acceptable means of retainingmoisture. redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, C.Seedin Mechanical Method 1. Valve operating key and marker key. 1" 10-17 GPM 2" 35-50 GPM p g Y g p g y 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM E. Do not remove container-grown stock from containers until planting time. pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. Provide not less 1. Apply fertilizer at the manufacturer's recommended application rate. Thoroughly mix six(6) 2. Wrench for each sprinkler head cover type. 0. F. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, inches deep, taking care not to incorporate subsoil into topsoil mix. After mixing is complete, 3. Two (2)sprinkler head bodies of each size and type. D. Techline DripLine: Place in shallow furrow at 1%2" below finish topsoil grade, below layer to rootballs during deliver, storage and handling. and size to protect tree trunks from damage by wires. remove any debris or rocks over one (1) inch in size. Rake to true grade and roll for firmness. If 4. Two (2) nozzles for each size and type used. p g soil is dry, lightly sprinkle prior to rolling. Grades after rolling to be approved by Architect prior to B. Store above items safely until Substantial Completion. of specified mulch. Lay r uniform grid pattern in grou burlapped tree around areas (rows 18"-24"l 0 o 1.6 JOB CONDITIONS seeding. C. Deliver above items at Substantial Completion. apart max). Coil 20 linear feet at each balled and burlapped tree around base and to allow A. Utilities: Determine location of underground utilities and work in a manner which will avoid PART 3- EXECUTION 2. Seed Application Rate: See "Products". for tree removal if required. Staple drip line every f c max. Flush all lines with full head possible damage. Hand excavate, as required. Maintain grade stakes until removal is 3. Seed Application Method PART 2- PRODUCTS of water prior to installation of flush valves at end of circuit runs. < Q mutual) agreed upon b parties concerned. 3.1 PREPARATION -GENERAL a. Using a hopper type seeder, seeding shall be done on a still day, with one-half 2 of the E. Flush Valves: Install flush valve at end of each drip line run. \� . I ; Y 9 P Y p 9 pp Yp g Y� ( ) � W B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, A. General Contractor shall be responsible for excavating planting areas to appropriate depths for seed to reach area being sown in a direction at right angles to the other half. After 2.1 PIPE AND FITTINGS 3.8 SPRINKLER HEADS adverse drainage conditions, or obstructions, notify Architect before planting. placement of topsoil as specified herein. seeding, the surface shall be lightly raked parallel to the contours such that half or more of A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, 0) C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or B. La out individual tree and shrub locations and areas for multiple plantings. Stake locations and the seed is lightly covered b soil, then rolled once with a roller weighing not less than one schedule rating, size, type. Solvent-weld type: A. Flush circuit lines with full head of water prior to head installation. � p p � p y p p g g Y Y g g g' Yp Yp 1. Install heads at level with mulch recondition to prior conditions at project completion. outline areas and secure Architect's acceptance before start of planting work. Make minor hundred (1 00) pounds per lineal foot, and finally watered with a fine spray. 1. Pipe: 2. Locate part-circle shrubbery heads to maintain a minimum distance of six J O adjustments as may be required. b. A culti-packer or approved similar equipment may be used to drill, cover, and firm the a. Pressure lines: Schedule 40 solvent weld. inches (6")from walls and four inches (4")from other boundaries unless M M 1.7 SEQUENCING AND SCHEDULING seed bed in one operation. b. Lateral lines: Class 200 pvc. otherwise indicated. Keep overspray to a minimum. W A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site 3.2 PREPARATION OF PLANTING SOIL 4. After seeding, raking and rolling, lawn areas shall be covered with a one (1) inch loose layer of c. Sleeving: Class 200 pvc. >=become available, working within seasonal limitations for each kind of landscape work A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous clean wheat or oat straw. Straw shall be kept moist until the lawn is established. Remove loose 2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where 3.9 CONTROL WIRE INSTALLATION required. materials harmful or toxic to plant growth. straw from site. required at valves, risers, etc. A. Bury wires beside or below main line pipe in same trench. 1. Plant or install all plant materials during normal planting seasons from 15 March to B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if planting D. Seeding - Hydroseed Method 3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic B. Bundle multiple wires together with tape ten feet(1 0') maximum intervals. 15 November. will not follow placing of planting soil in a few days. 1. No hydroseeding after a rain or when the wind exceeds five (5) miles per hour. "polypipe" riser. p g p ( ) J 2. Correlate plantingwith specified maintenance periods to provide maintenance from Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. 2. Use onlywhere slopes exceed 5:1. 4. Solvent: NSF approved solvent for Type I & II PVC. C. Provide 36 inch loop in wires at each valve where controls are connected and p p p p p p pp Yp at 100' maximum intervals between. 0. date of substantial completion. Shrub Areas: 1/3 compost, 2/3 topsoil. 3. Spray the mixture of water, seed, mulch and commercial fertilizer evenly over the planting area. B. Polyethylene Pipe D. Make all electrical joints (splices) in boxes only. Make electrical joints B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior Fertilizer: Per soil test and manufacture's recommendations. E. Seeding Areas Establishment 1. Pipe: Class 100, 3/4" lateral line,for use on drip irrigation zone(s)where roof. Scotch-Lock connectors, or to planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil and 1. The Contractor shall be responsible for the first mowing and subsequent mowings, watering and drip tubing is not otherwise used. waterproof. approved. 0 J occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting mix thoroughly before planting. fertilizing of seeded areas until Final Acceptance of the project. Subsequent mowings shall be 2. Fittings: Schedule 80 PVC. 3.10 AUTOMATIC CONTROLLER from planting operations. the Owner's responsibility. 3. Clamps: Stainless Steel. A. Install on site as approved. Verify location with Owner Representative. O Q 3.3 PREPARATION FOR PLANTING LAWNS 2. First mowing shall be done when lawn areas are well established; when germination approaches C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18" spacing. B. Install typewritten legend inside controller door. 1.8 SPECIAL PROJECT WARRANTY A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to a ninety percent and height exceeds two and one-half(2 1/2)inches as approved by the Architect. A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. Set mower height at two (2) inches high for first and subsequent mowings. 2.2 SPRINKLER HEADS 3.11 TESTING U. B. Warranty trees and shrubs, for a period of one year after date of substantial completion, Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be 3. Fertilizing shall occur after the first mowing. Apply fertilizer as per the manufacturer's A. Description:Appropriate for application in throw, pressure and discharge. Each against defects including death and unsatisfactory growth, except for defects resulting from planted promptly after preparation. recommended application rate. type of head shall be of a single manufacturer. A. Do not allow or cause any work of this Section to be covered up or enclosed g g Y g p g p p p Y p p pp Yp g until it has been inspected and tested. neglect by Owner, abuse or damage by others, or unusual phenomena or incidents beyond 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, 4. Seed beds must achieve ninety(90) percent germination and be uniform in appearance, free of 1. Lawn heads: pop-up type. B. Pressure testing: Landscape Installer's control. grades, and elevations shown, after light rolling, addition of amendments, and natural weeds and/or other undesirable plant species as approved by the Architect. B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. g C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during settlement. Place approximately 1/2 of total amount of topsoil required. Work into to of 5. Check for barren areas in seed bed approximately twenty-one 21 days after seeding and 1. Make necessary provision for thoroughly bleeding the line of air and debris. P P Y g pp Y p q P pp Y Y ( ) Y 9 2. Before testing, cap all risers, and install all valves. warranty period. Make replacements during growth season following end of warranty period. loosened subgrade to create a transition layer and then place remainder of planting soil.Add overseed as originally specified at the time or at such time as weather and season permit for 2.3 AUTOMATIC CONTROL SYSTEM 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply Replace trees and shrubs which are in doubtful condition at end of warranty period; unless, specified soil amendments as required and mix thoroughly into upper 4 inches of topsoil. seed germination or as approved by the Architect. The Architect shall determine and approve A. General; Furnish low voltage system manufactured expressly for control of pp Y e pP Y in opinion of Architect, it is advisable to extend warrant period for a full growing season. the necessity and extent of overseedin in order to achieve the ninety 90 percent germination automatic circuit valves of underground irrigation systems. Provide unit of and test for leakage. Test shall be approved if no greater than 5 psi loss p y g g y g Y( ) p g g g y occurs in 15 minutes. 3.4 PREPARATION FOR SEEDING uniformity throughout the seed bed areas necessary for Final Acceptance. capacity to suit number of circuits as indicated. 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. PART 2 - PRODUCTS A. Loosen subgrade of areas stripped of topsoil to a minimum depth of 4 inches. Remove stones 6. Seeded areas shall be established as specified above at time of substantial completion. B. Control Enclosure: Manufacturer's standard wall mount with locking cover, Inspect for leakage. measuring over 1-1/2 inches in any dimension. Remove sticks, roots, rubbish, and other complying with NFPA 70. 5. Contractor shall provide all required testing equipment and personnel. Test 2.1 TOPSOIL extraneous matter. Limit preparation to areas which will be planted promptly after preparation. 3.9 MAINTENANCE C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. shall be performed in presence of Architect. Contractor shall make notice A. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil 1. Spread topsoil mix to required depth to meet lines, grades, and elevations shown, after light A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project Including switch for manual or automatic operation of each circuit. Job Number 2075 shall be fertile,friable, natural loam, surface soil, reasonable free of subsoil, claylumps, rollingand natural settlement where required). To soil shall be 6"deepminimum in all Final Acceptance. D. TimingDevice: Adjustable 24-hour and 7 or 14 dayclocks too operate an time of test( re hours t advance. p ( p p � p y 6. Provide required testing equipment and personnel. brush, weeds, roots, stumps, stones larger than 1 inch in any dimension, and other seeded areas. B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for healthy of day and skip any day in a 7 or 14 day period. 7. Repair leaks, and retest until acceptance b the Architect. extraneous or toxic matter harmful to plant growth. 2. Place approximately 1/2 of total amount of topsoil required. Work into top of loosened subgrade growth. Restore planting saucers. Tighten and repair stake and guy supports and reset trees and E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer p p Y 1. Contractor shall send a minimum of three 3 representative topsoil samples for to create a transition layer and then lace remainder of plantingsoil. Add recommended shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. of control unit; type AWG-UF, UL approved. C. Coverage inspection: upon completion of all systems, perform a coverage test Drawn Checked ( ) p p p Y p p p g p q p gYp pp to determine if coverage of water afforded all areas is complete, adequate and testing. See testing requirements below. Contractor is responsible for whatever soil nutrients, fertilizers and 1-1/2"thickness of specified compost over entire area and mix Spray as required to keep trees and shrubs free of insects and disease. JJN K CS additives are recommended b the tests. Submit to Architect for approval. Compost thoroughly into upper 4 inches of topsoil. C. Maintain lawns b watering,fertilizing, weeding, mowing, trimming, and other operations such as 2.4 VALVING uniform. Change heads, nozzles, orifices and/or adjustment as directed to Y PP p 9 Y pp p Y g' g' g' g' g' p provide uniform coverage. will be added to other additives and added regardless of test results. B. Fine grade areas to smooth, even surface with loose, uniformly fine texture. Roll, rake, and drag tolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, Scale AS SHOWN B. If quantityof stockpiled topsoil is insufficient, contractor to provide imported topsoil that is areas, remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to bare areas. threaded connection with cross type handle designed to receive operating key. D. Final inspection: p p p p p g p q g g g Yp g p g y' 1. Clean, adjust, and balance all systems. Verify that: fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, areas which can be planted immediately after grading. D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable B. Automatic circuit valves: high impact plastic with corrosion-resistant internal Sheet Title weeds and other litter, and free of roots, stumps, stones larger than 1 inches in an C. Moisten prepared areas before planting if soil is d Water thoroughly and allow surface moisture to lawn. If seeded in fall and not given full 60 days of maintenance before Final Acceptance, or if not parts. Low power solenoid control, normal) closed,with manual flow a. Remote control valves are properly balanced; p 9 Y p p p 9 dry. 9 Y 9 Y P p Y b. Heads are properly adjusted for radius and arc of coverage; dimension, and other extraneous or toxic matter harmful to plant growth. dry before planting. Do not create a muddy soil condition. considered acceptable at that time, continue maintenance the following spring until acceptable lawn is adjustment; same manufacturer as control unit. c. The installed system is workable, clean and efficient. 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of D. Restore areas to specified condition, if eroded or otherwise disturbed, after fine grading and prior to established. 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber y LANDSCAPE E. Winterization: Winterize system at the end of first season of system operation. project site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in planting. valve if not connected to potable water. a depth of not less than 4 inches. Do not obtain from bogs or marshes. E. Maintain and protect all surfaces from wind and water erosion until final acceptance. 3.10 CLEANUP AND PROTECTION 2. Drip Control Zone Kit: Hunter PCZ-101. Review procedures with Owner Representative. SPECIFICATIONS 2. Composition: Topsoil shall contain from 1 to 20% organic matter as determined by the A. During landscape work, keep pavements clean and work area in an orderly condition. C. Quick coupler valve: brass or bronze construction with hinged top. One per zone Organic Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey 3.5 PREPARATION OF PLANTING BEDS B. Protect landscape work and materials from damage due to landscape operations, operations by or valve grouping. END OF SECTION Investigation Report No. 1. Maximum particle size, 3/4-inch,with maximum 3% A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or similar other contractors and trades, and trespassers. Maintain protection during installation and D. Manual drain valves: retained on 1/4-inch screen. equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove stocks, maintenance periods. Treat, repair, or replace damaged landscape work as directed. 1. Bronze construction, straight type, 150 pound class, threaded connections, Other components shall conform to the following limits: stones, rubbish, and other extraneous matter. with cross type operating handle designed to receive operating key. Calco, pH 6.5 to 7.5 B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and 3.11 INSPECTION AND ACCEPTANCE Champion 100, or approved equal. Sheet Number Soluble Salts 600 ppm maximum elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified compost A. When landscape work is completed, including maintenance,Architect will, upon request, make an 2. Size: 3/4 inch. Silt 25-50% over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately 1/2 inspection to determine acceptability. Clay 10-30% of total amount of planting soil required. Work into top of loosened subgrade to create a transition B. When inspected landscape work does not comply with requirements, replace rejected work and Sand 20-50% layer, then place remainder of the planting soil. continue specified maintenance until reinspected by Architect and found to be acceptable. Remove L5 3. Contractor shall submit representative soil report on imported topsoil proposed for use C. Apply Pre-Emergent per manufacturer's recommendation. rejected plants and materials promptly from project site. for approval. Report shall meet standards below. Contractor is responsible for whatever soil additives are recommended by the test. Compost will be in addition to END OF SECTION 5 of 5 Sheets other additives and added regardless of test results. -- i —————————————————————————-------1-1_---------------------------__--- 1-2 2-2 7-3 6-3 5-3 4-3 3-3 , 9 3-2 CONTACT DIGLINE 48-HOURS 8-3 BEFORE DIGUNG 1-3 1-800-342—lM 4-2 9-3 2-3 5-2 J z 10-3 J p 37-3 0 c/) 2 > 6-2 Q 0 0 36-3 m — 11-3 35-3 38-3 � ZLLI 7-2 Q O aw = Z Z } W J 8-2 — 34-3 U 39-3 Q O 13-3 = 9-2 U ul w Z 0 33-3 O a 10-2 14-3 40-3 32-3 11-2 15-3 41-3 31-3 12-2 16-3 42-3 LEGEND + OPEN SPACE CALCULATIONS 30-3 • • • 13-2 • c• • • 17-3 43-3 QUALIFIED OPEN SPACE ' • .• � .• .• .• • 29-3 . • . . . cn 18-3 44-3 OPEN SPACE - NON QUALIFIED 14-2 N co 28-3 • • OPEN SPACE - NON QUALIFIED POND 15-2 19-3 45-3 27-3 BUILDING LOT w2Z �o ❑ V U K 16-2 20-3 46-3 RIGHT OF WAY Q 26-3 ow ZV 00 21-3 47-3 gV 17-2 z~ �W �m �N 00 25-3 o< pz 18-2 22-3 48-3 OPEN SPACE CALCULATIONS Z O - 24-3 QUALIFIED QUALIFIED W ou 19-2 � 23-3 OPEN OPEN 49-3 ACTUAL SPACE SPACE o �V AREA(SF) CREDIT AREA(SF) <W LOT 1-1 (NORTH OF RIDENBAUGH EASEMENT) 35,869 0% - 20-2 PLAYGROUND & OPEN SPACE LOT 1-1 (50' X 100' MIN.) (11-3G-3.B.1.A) 31,629 100% 31,629 z LOT 1-1 (TEMPORARY ACHD TURN AROUND) 3,753 0% - ow OPEN SPACE LOTS 2-3 & 11-3 (50' X 100' MIN.) (11-3G-3.B.1.A) 41,004 100% 41,004 w3 OPEN SPACE LOT 24-2 (AREA OUTSIDE OF POND IS LARGER THAN 50'X100') 38,124 0% - 21-2 rn OPEN SPACE LOT 24-2 (POND AREA) 13,925 0% - �x °' MICRO-PATHWAYS LOT 18-2 & 37-3 3,480 100% 3,480 z o3 22-2 145.62' OPEN SPACE LOT 23-3 (OTHER NON QUALIFIED) 4,364 0% - 23-2 TOTAL OPEN SPACE 172,148 SF 76,113 SF U Z � QUALIFIED OPEN SPACE PROVIDED: 76,113 SF W 13.02% H > co4 W z Z 00 m m a m o � W o co H U U TOTAL OPEN SPACE PROVIDED: 172,148 SF Z = a = Q 24-2 29.45% 0 0-1 w w L W a 0 W JOB NUMBER: N a 1OB2099 IL DATE: 2-2-2021 OPEN SPACE EXHIBIT U) SHEET NUMBER Z 0 60 120 J W AmvJ FEET a, FPml w w JOCELYN PARK SUBDIVISION NO. 1 BOOK , PAGE LOCATED IN THE NE 1 /4 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN 0' 50' 100, 200' CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 NOTES SCALE: 1" = 100' 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,JOCELYN PARK SUBDIVISION LINE TABLE HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. BASIS OF BEARING CP&F INST. NO. LINE LENGTH BEARING 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC 24 N89'20'48"W 1319.53' CP&018193 N0. #2019-015472 UTILITIES,JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) 1/4 _ PLS 11334 W. VICTORY RD. S89°20'48"E 467.11' E 1/16 _ S89'21'45"E 24 19 L1 41.41' S75'10'24"E FEET BOUNDARY.ENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION 25A 852.42' l� - -199.61= _____- o 0 1320.00' - - L2 23.31' S89'10'29"W CP&F INST. N0. 1�NyB \\ �r _ 150' ,� POINT OF 25 30 3. ANY RE SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE C �' BEGINNING L3 47.00' S89'33'20"E RE-SUBDIVISON. 2019-115455 e� _ o L25 _ _ _ J 452.53' o 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY NAMPA&MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE /� INGRESS/EGRESS AND UTILITY L4 50.86' S21'36'19"E MERIDIAN SEWER AND __ -------- EASEMENT, INSTR. N0. 8734711 z SECTION 31-3805(1)(b). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED WATER EASEMENT, - Oj RELOCATED 100' RIDENBAUGH CANAL� ¢ FOR ASSESSMENTS FROM THE NAMPA&MERIDIAN IRRIGATION DISTRICT. o L5 36.13' S17'07'41"W INSTR. N0. 114009333 71250 sf o EASEMENT, 50' EACH SIDE OF CENTER 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING o BLOCK 1 LINE PER INSTR. NO_9215337 %_ w L6 38.0T NO'26'03"E 100' RIDENBAUGH CANAL __ __------ _, o, REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL. EASEMENT, 50' EACH SIDE OF n - _- - S44'20'481 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS CENTERLINE PER INSTR. NO. ��, ��35.00' `� 00 L7 55.00' N89'32'45"W ��A/ `> r7 SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7608075 - TO BE RELINQUISHED - UNPLATTED �� , i - L8 12.91' N21'39'10"W WHEN CANAL RELOCATED PER �V�/�� fib,% / 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER INSTR. NO, 9215337 5� b o a� - L9 23.50' SO'26'03"WPO ELEVATION. EXISTING ADA COUNTY HIGHWAYDISTRICT TEMPORARY EASEMENT, 8. LOT 1,BLOCK 1; LOTS 18 AND 24,BLOCK 2 AND LOTS 1,2, 11 AND 23,BLOCK 3 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE NNSTR. N0. ____-______ L10 23.50' SO'26'03"W JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR 7, N89'20'48"W W. CONTEND PUBLIC UTILITIES AND JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION. L11 27.85' S44'21'22"E j 0 137.51' 0' y 268.55' 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL OPERATION, j C� L12 9.96' NO'39'12"EAGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED PLS 972 57.55' 34.04' -,. N 40.00' 40.00' 40.00'25.00j Ol 1TKINS DRAIN EASEMENT, CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE L13 8.18' N71'02'08"E1 YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED N a, � 3 3 � 30 INSTR. NO. 9259521 ( ) w M � N N C4 N N N PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT o Cow o ra" 001 L14 8.25' SO'26'03"W �' A m z do rn �A �a �' OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. pvo M z �BLOCKJ L2 J 23.5'23.5'^ "' p I��^ � 5' o 'i L15 91.75' N80'0T22"E 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS o 48.10' 53.74' ` 5' , � 27' FARR LATERAL EASEMENT, INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. S89'20 48"E 5 ~' 43.83 40.00' 40.00' 40.00 40.48' L16 42.50' SO'26'03"W � � c:� INST. N0. 9259521 v Y N89'20'48"W 6 S89'20'48"E �OKy� tk5� 11. PORTIONS OF LOT 1, BLOCK 1; LOT 24,BLOCK 2 AND LOTS 2 AND 11,BLOCK 3 AS DELINEATED HEREON ARE SERVIENT TO AND CONTAIN PLS 972 cn 0101.84' h v 6 1L L17 23.50' SO'26'03"W THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED w_tot 9 V� J w N 109.42' „ �_ \ 94.90' e�S S89'25 20 E 197.16 e�S _ 8 s{_,,,c� �/ O (� MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.2015-103256, ' g5d06E �, 6086�U�9 s S84'28'53"E 1 L18 23.50' N89'33'57"W 0 87.80' ^ OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER 04j17 s � s cp_ ��1 s 'o s9 L14 150.73'- - -N83'21'07"E EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY 1 s„ o rn o L19 42.50' NO'26'03"E i �, -,GI'0� i O g4� o�F BLOCK 3 I 3429? sf oLn DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE ,cw o L20 23.50' S89'33'20"E STORM WATER DRAINAGE SYSTEM. wO h10�E/� 12. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS 0 1�45 y9 N8125 c L21 23.50' S8933'20"E PLS 972 i y1 s 0 09 s_ `L6 ++� 03 (A/ INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. sI„ �\ o�,6� '16 5 132.35' r,©4110��✓ r, o' 1�y� ,- ' �1j L22 28.37' S4822'15"W 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR JOCELYN PARK SUBDIVISION C' S6 NO. 1, RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. c3 cP-N 6711 sf `s� 7 o, �gy s� o. 0 6,- 11 LL �� h�, L23 88.28' N7656'05"E 1�ti5 s„ NOC� 1 �Da 14. DIRECT LOT ACCESS TO W.VICTORY ROAD IS PROHIBITED. Rn s-'�s - O�y o. � L24 53.18' SO'39'12"W o �Oti 66sf„ `fl N6� 53 sI 45 y9' L25 176.89' S88'33'04"W ,r g A13 ,�ti� � o 12 �o N cr: o ti9 io `''\F` N6 tJ cL `ro. �c3°` O L26 31.86' S8933'57"E o o/ �o� sI„ \ �652 „� CURVE TABLE CURVE TABLE 9 41 ' LF✓ 130. 1 O y9 o661 s 9� ��6� y41 CURVE # LENGTH RADIUS DELTA BEARING CHORD CURVE # LENGTH RADIUS DELTA BEARING CHORD sf rn. Z o r' 10 408 ti� 14 52 C1 99.12' 305.45' 18'35'34" N14'21'23"W 98.69' C18 13.01' 176.50' 4'13'26" N20'52'18"W 13.01' 0�66q �z O 1��'6 sI„�� 11v95 � o � C2 248.25' 857.22' 16'35'34" N13'21'23"W 247.38' C19 59.09' 176.50' 19'10'52" N9'10'09"W 58.81' v� �Zo 11 66 � 15 5243 sf � 20.7' o M C3 61.88' 150.00' 23'38'12" S11'09'54"E 61.44' C20 19.75' 147.00' 7'41'52" S3'25'39"E 19.73' _ "' LEGEND s ' 9954655sf� N$53T1 m M c9 ?0 12 BLOCK 2 rn N 'n C4 81.70' 200.00' 23'24'18" N11'16'52"W 81.13' C21 14.84' 147.00' 5'46'58" S10'10'04"E 14.83' 101.56' o� 30' WATKINS DRAIN EASEMENT, N g*40' "E N 16 4457 sf INSTR. N0. 9259521 M o U) ® C5 193.97' 123.50' 89'59'14" S44'34'20"E 174.64' C22 39.06' 147.00' 15'13'21" S20'40'13"E 38.94' PLS 972 N 88.92' ' �,�893443"E J _1 z FOUND ALUMINUM CAP MONUMENT c 13 4001 sf c,io 0 17 100.42' �o 'n UNPLATTED � a • FOUND 1/2" REBAR AS NOTED C6 95.31' 100.00' 54'36'37" S62'15'38"E 91.75' C23 41.75' 147.00' 16'16'18" S36'25'03"E 41.61' -_S89'3�43"E-7 0 4017 sf po 04 �S$9'3443"E FOUND 5/8" REBAR AS NOTED C7 47.30' 100.00' 27'06'01" S21'24'19"E 46.86' C24 39.86' 147.00' 15'32'05" S5219'14"E 39.73' o � 14800�sf o 0 18 40042'� o Q o SET 1/2" REBAR WITH PLS 11118 C8 14.45' 100.00' 8'16'36" S3'43'01"E 14.43' C25 38.05' 147.00' 14'49'48" S67'30'11"E 37.94' o S89'3�43"E ��gg'34�43"E m PLASTIC CAP 18.72' 223.50' 4'48'Ol" Nl'58'43"W 18.72' C26 37.58' 147.00' 14'38'S2" S82'14'31"E 37.48' 88.93' s �� o1g 100.42' o ;n ® SET 5/8" REBAR WITH PLS 11118 15 4003 sf �; �, 640CK 3 N w t " ��589 BLOC" I PLASTIC CAP C10 40.05' 223.50' 10'16'05" N9'30'46"W 40.00' C27 26.92' 857.22' 1'47'56" S20'45'11"E 26.91' S89'34 Z'Ei o 0 Z oo N - - - - SECTION LINE C11 32.52' 223.50' 8'20'13" N18'48'54"W 32.49' C28 172.45' 857.22' 11'31'35" S14'05'26"E 172.16' 88.93' o, o�20100.42' o0 N N o 16 4001 sf_ o�ri 4017 sf o J - - CENTER LINE C12 45.72' 126.50' 20'42'30" S12'3T45"E 45.4T C29 23.74' 857.22' 1'35'13" ST32'01"E 23.74' o � -N S89 3443"E z S89'3�43"E o' o ACHD STORM WATER DRAINAGE 88.94'N c 2140122'4s2 0 J¢ EASEMENT LINE, SEE NOTE 11 C13 6.4T 126.50' 2'55'42" SO'48'39"E 6.46' C30 23.66' 857.22' 1'34'53" S5'56'59"E 23.66' 17J _S89'3443"E mPUBLIC UTILITY, PRESSURE IRRIGATION C14 2.72' 19.00' 8'12'38" S4'45'31"W 2.72' C31 1.48' 857.22' 0'05'57" S5'06'34"E 1.48' 5a3 sf �;22 99.38 � \ N & LOT DRAINAGE EASEMENT LINE- PLS 14221 18 w 4031 sf \ o SEE NOTES 1 &2 C15 11.86' 19.00' 35'45'47" S72'46'18"W 11.67' C32 24.09' 305.45' 4'31'07" S7'19'09"E 24.08' \s89.4'43">✓� \99.50' v)�i �; �, S89°32 0' E L3 EXISTING RIDENBAUGH CANAL EASEMENT ��•� 19 81.96' i� � �� C16 35.79' 173.50' 11'49'06" S5'15'21"E 35.72' C33 56.70' 305.45' 10'38'07" S14'53'47"E 56.62' ao c C 23 o PER INSTRUMENT NO. 7608075 - s\N6-" 1� � \CV 6 4364 s 788g' �tiL20 L21 EXISTING RIDENBAUGH CANAL EASEMENT C17 35.79' 173.50' 11'49'06" S17'04'27"E 35.72' C34 18.33' 305.45' 3'26'19" S21'56'00"E 18.33' \ I 4166 h a' J PER INSTRUMENT NO. 9215337 a 20 .•�R,'� 0 �' 1 3.44'�9'33'57"W PLS 972 2A �o' - - - OTHER EASEMENT AS NOTED �� y .� W. WINNIPEG ST. L18 " J �� SURVEY TIE LINE �oo�� `�0° 0� 21 0� ?5 C26 L26 145.60' PLS;4116 3- SUBDIVISION BOUNDARY LINE `0Np.L LA/y�s f p S 4947 sf' 1.33' -_----- PO o N, ��, 88�-- p A 3o SEE NOTE 11 � N o Z LOT LINE G1STF,Q�G,QL f9sCP omo� 6195 sf z 23 s o 24 CDLo ADJACENT PROPERTY LINE s ° 5494 sf� > o co (SO'04'50"W) DATA OF RECORD CLINTON W. HANSEN a 1 1 1 18 � 7 WATKINS DRAIN m 1 o 44.60 67.2T EASEMENT, INSTR. ° NO CAP 18 LOT NUMBER PLS 11118 vj, -z Z �- S89'32'00"E 111.8T N0 9259521 S' d' � '9 P v .9 PLACED CAP �j ��c �O -7 0- PLS 11118 z w , tiT 2s BLOCK 2 52049 sf �� NP ,CMERIDIAN SEWER AND WATER boo (S214722 E) i co EASEMENT, INST. 114009333 � -(50.94) z o m PLS 14221 o m SURVEYOR'S NARRATIVE (N89 24'09"W)-�L7 PLS 14221 PLS 972 � j' o ti O (NO24'46"W) -j h THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED Lan n s PLS 972 `(S1636 22"W) (N025'59"W) TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED NE 1/16 N88°44'42"W 206.86' (36.13) SUBDIVISION BOUNDARIES OF TIMBERLINE SUBDIVISION NO. 1, TIMBERLINE Land Surveying and Consulting PLS 14221 (N89104'15"W 207.08) BILTMORE ESTATES SUBDIVISION N0. 1 � I SUBDIVISION NO. 2, BILTMORE ESTATES SUBDIVISION NO. 1, MERIDIAN HEIGHTS 231 E. 5TH ST., STE. A BOOK EST PAGES 1 SUBDIVISION 5147 MERIDIAN HEIGHTS N0. 3 SUBDIVISION NO. 2 SUBDIVISION, MERIDIAN HEIGHTS NO. 3 SUBDIVISION, INFORMATION FROM MERIDIAN, ID 83642 RECORD OF SURVEY NUMBERS 2242, 9618, AND CURRENT DEEDS OF RECORD. (208) 288-2040 fax (208) 288-2557 BOOK 62, PAGES 6274-6275 THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE www.landsolutions.biz RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. JOB No. 20-59 SHEET 1 OF 3 JOCELYN PARK SUBDIVISION NO . 1 BOOK , PAGE CERTIFICATE OF OWNERS KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF JOCELYN PARK SUBDIVISION NO. 1; A PARCEL OF LAND BEING LOCATED IN THE NE 1/4 OF SECTION 25, T.3N., R.1W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN ALUMINUM CAP MONUMENT MARKING THE NE CORNER OF THE NW 1/4 OF THE NE 1/4 (E 1/16 CORNER) OF SAID SECTION 25, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE NW CORNER OF THE NE 1/4 OF SAID SECTION BEARS NORTH 89°20'48" WEST A DISTANCE OF 1319.53 FEET; THENCE SOUTH 0°26'03" WEST ALONG THE EAST BOUNDARY OF SAID NW 1/4 OF THE NE 1/4 A DISTANCE OF 385.38 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY SOUTH 89°25'20" EAST A DISTANCE OF 197.16 FEET TO A POINT; THENCE SOUTH 75'10'24" EAST A DISTANCE OF 41.41 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MERIDIAN HEIGHTS NO. 2 SUBDIVISION, AS SHOWN IN BOOK 41 OF PLATS ON PAGES 3353 AND 3354, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG SAID WESTERLY BOUNDARY SOUTH 0°26'03"WEST (FORMERLY SOUTH 0-04-50" WEST)A DISTANCE OF 65.56 FEET TO A POINT; ACKNOWLEDGMENT THENCE LEAVING SAID BOUNDARY NORTH 81°25'03" WEST A DISTANCE OF 132.35 FEET TO A POINT; STATE OF S.S. COUNTY OF THENCE SOUTH 89°10'29"WEST A DISTANCE OF 23.31 FEET TO A POINT; THENCE SOUTH 64°33'25"WEST A DISTANCE OF 76.26 FEET TO A POINT; ON THIS DAY OF 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED , KNOWN OR THENCE SOUTH 40°14'57"WEST A DISTANCE OF 98.42 FEET TO A POINT; PRESENTED TO ME TO BE A MANAGER OF CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS"AND ACKNOWLEDGED TO THENCE SOUTH 22°59'01" EAST A DISTANCE OF 99.07 FEET TO A POINT; ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. THENCE SOUTH 0°25'17" WEST A DISTANCE OF 372.57 FEET TO A POINT; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY THENCE SOUTH 89°32'00" EAST A DISTANCE OF 99.50 FEET TO A POINT; AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE SOUTH 0°25'17" WEST A DISTANCE OF 2.47 FEET TO A POINT; MY COMMISSION EXPIRES THENCE SOUTH 89°33'20" EAST A DISTANCE OF 47.00 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 2 SUBDIVISION; RESIDING AT THENCE ALONG SAID WESTERLY BOUNDARY SOUTH 0°26'03"WEST (FORMERLY SOUTH 0°04'50" WEST)A DISTANCE OF 167.42 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MERIDIAN HEIGHTS NO. 3 SUBDIVISION, AS SHOWN IN BOOK 62 OF PLATS ON PAGES 6274 AND 6275, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE WESTERLY BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 3 SUBDIVISION THE FOLLOWING COURSES AND DISTANCES: NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE SOUTH 42°10'50" EAST A DISTANCE OF 89.90 FEET (FORMERLY SOUTH 42-41-45" WEST), 90.00 FEET) TO A POINT; THENCE SOUTH 21°36'19" EAST A DISTANCE OF 50.86 FEET (FORMERLY SOUTH 21°47'22" EAST, 50.94 FEET) TO A POINT; THENCE SOUTH 17°07'41"WEST A DISTANCE OF 36.13 FEET (FORMERLY SOUTH 16°36'22"WEST, 36.19 FEET)TO A POINT; THENCE N 88°44'42" WEST A DISTANCE OF 206.86 FEET (FORMERLY NORTH 89°04'15" WEST, 207.08 FEET) TO A POINT ON THE EASTERLY BOUNDARY OF BILTMORE ESTATES SUBDIVISION NO. 1, AS SHOWN IN BOOK 108 OF PLATS ON PAGES 15145 THROUGH 15147, RECORDS OF ADA COUNTY, IDAHO; THENCE LEAVING THE BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 3 SUBDIVISION AND ALONG THE BOUNDARY OF SAID BILTMORE ESTATES SUBDIVISION NO. 1, AND CONTINUING ALONG THE EASTERLY BOUNDARY OF TIMBERLINE SUBDIVISION NO. 1, AS SHOWN IN BOOK 116 OF PLATS ON PAGES 17457 THROUGH 17459, RECORDS OF ADA COUNTY, IDAHO, NORTH 0°26'03" E (FORMERLY NORTH 0°25'59" EAST AND NORTH 0°24'46" EAST)A DISTANCE OF 38.07 FEET TO A POINT; THENCE CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID TIMBERLINE SUBDIVISION NO. 1 THE FOLLOWING COURSES AND DISTANCES: CERTIFICATE OF SURVEYOR THENCE NORTH 89°32'45" WEST (FORMERLY NORTH 89-24-09" WEST)A DISTANCE OF 55.00 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THENCE NORTH 30°58'48" WEST (FORMERLY NORTH 30°59'42" WEST)A DISTANCE OF 365.69 FEET TO A POINT; THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION THENCE NORTH 0°25'40" EAST (FORMERLY NORTH 0°24'46" EAST)A DISTANCE OF 240.00 FEET TO A POINT; AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE NORTH 23'39'10" WEST (FORMERLY NORTH 23-4014" WEST)A DISTANCE OF 295.00 FEET TO A POINT OF CURVATURE; THENCE PARTIALLY ALONG THE BOUNDARY OF SAID TIMBERLINE SUBDIVISION NO. 1, AND ALONG THE EASTERLY BOUNDARY OF TIMBERLINE SUBDIVISION NO. 2 AS SHOWN IN BOOK OF PLATS ON PAGES THROUGH , RECORDS OF ADA COUNTY, IDAHO, A DISTANCE OF 99.12 FEET ALONG THE ARC OF A 305.45 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 18°35'34" AND A LONG CHORD BEARING NORTH 14°21'23"WEST A DISTANCE OF 98.69 FEET TO A POINT OF TANGENCY; NP1ST�SSG THENCE CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID TIMBERLINE SUBDIVISION NO. 2 THE FOLLOWING COURSES AND DISTANCES: o� CLINTON W. HANSEN a 111180 0 THENCE NORTH 5°03'36"WEST A DISTANCE OF 125.99 FEET TO A POINT OF CURVATURE; PLS 11118 N�, � THENCE A DISTANCE OF 248.25 FEET ALONG THE ARC OF AN 857.22 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 16°35'34" AND A LONG CHORD BEARING NORTH �� lF OF 13°21'23"WEST A DISTANCE OF 247.38 FEET TO A POINT OF TANGENCY; �ToN W NP- THENCE NORTH 21°39'10" WEST A DISTANCE OF 12.91 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID NW 1/4 OF THE NE 1/4; THENCE ALONG SAID NORTH BOUNDARY SOUTH 89°20'48" EAST A DISTANCE OF 467.11 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 10.15 ACRES, MORE OR LESS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED me Lo I ix+� � o ij HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. ;,,,) .r IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20 Land Surveying and Consulting 231 E. 5TH ST., STE. A CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz BY MANAGER JOB N0. 20-59 SHEET 2 OF 3 JOCELYN PARK SUBDIVISION NO . 1 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS DATE CERTIFICATE OF THE COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. APPROVAL OF CITY COUNCIL I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE: 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO S.S. INSTRUMENT NO. COUNTY OF ADA I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20_, IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER — MERIDIAN, IDAHO \0NPL LA No GISTFR� G'ALc^ CLINTON W. HANSEN a 1 1 1 18 0 N Po 2 PLS 11118 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT /yTF OF THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �T01V W. NPR DISTRICT COMMISSIONERS ON THE DAY OF , 20 0 Jr j sA jr C�� Land Surveying and Consulting PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 20-59 SHEET 3 OF 3 Pkd {A . 3 L r a s Boise Dermatology Tacos El R W z N and Medspa- Dr.. - E� LL - o = - - - A 69 QVictory w : -- i a c i� > d' Rd W.VICTORY RD. W Victory Rd (OrY Rd E Victory Rd O H K U 10 0 OCE YN PAR BDIVI N Nw n - . Contender St 7c Q 0 s .3 2 _ o _ - _ o<` U W Riodusa Or v o =- - - - IM 3tIOd O53 o v s/ Q R MERIDIAN, IDAHO -_g `=3 E ( jE IDl� IAN o W E Public i o n H o \�gd' W N z° Works Deparlmeot Q0� PARCEL NO. S1225120700 + S1225110300 o�ia acanstruction Supplemental SPeclficatfons w Blue Downs St W Blue Downs St l 69 ■ PHASE 1 W TaII F 3 '� ■ F % ' *'� ` PROJECT SITE o s E SEC. 25 T.3N R.1W ■■ ■ W�Buroak Or 10y J r c n y n Q g 7 ■ m OO 6 � � � ° r ■ Oak View Or ■ P _ _ - � NORTH L T 1 aC/) - 2 1 z w o a- a E U -'f Harris St W Harris St cL a Rumple Ln DJCONTACTSa mw a r LEGEND PR C E T VICINITY MAP FOUND BRASS/ALUMINUM CAP TBC TOP BACK OF CURB OWNER HAYDEN HOMES IDAHO, LLC INDEX OF SHEETS ® 5/8" IRON PIN WITH PLASTIC CAP TBC-R TOP BACK OF REVERSE CURB C/O ERIC SCHECK 95 1406 N. MAIN ST. FINAL PLAT-JOCELYN PARK SUBDIVISION NO. 1 ® CALCULATED POINT TVC TOP BACK OF VERT. CURB W/O GUTTER MERIDIAN, ID 83642 CONTACT DKXJNE ® FOUND 5/8" IRON PIN WITH PLASTIC CAP TRC TOP BACK OF ROLLED CURB T.208.948.7012 C1.0 COVER SHEET, LEGEND, &CONTACTS 48-HOURS ESCHECK@HAYDEN-HOMES.COM C1.1 NOTES BEFORE DIMNC FOUND 1/2" IRON PIN WITH PLASTIC CAP WALK TOP OF WALK C1.2 TOPOGRAPHIC SURVEY 1-800-942-=5 O SET 1/2" IRON PIN WITH PLASTIC CAP CONC CONCRETE SPOT ELEVATION CIVIL ENGINEER ERICKSON CIVIL, INC. C1.3 DEMOLITION PLAN PROJECT MANAGER - ROSS ERICKSON P.E. _ SS _ SS EXISTING SEWER LIP LIP OF GUTTER 6213 N. CLOVERDALE ROAD SUITE 125 GD.1 GRADING PLAN -AREAA LU BOISE, IDAHO 83712 GD.2 GRADING PLAN -AREA B J Q W W EXISTING WATER FL FLOW LINE T.208.846.8955 GD.3 GRADING PLAN -AREA C J a CABLE EXISTING CABLE AC ASPHALT C.208.867.3954 GDA GRADING PLAN -AREA D & E O zo ROSS@ERICKSONCIVIL.COM EXISTING CENTERLINE EP EDGE OF PAVEMENT RD.0 ROADWAY-TYPICAL SECTIONS 0 � 0 PROFESSIONAL LAND SOLUTIONS, INC. RDA ROADWAY-S. GIRIBALDI PL. (STA 1+00 TO 1+42.49) 07 p Z EXISTING DITCH EG EDGE OF GRAVEL Lu co Q LAND SURVEYOR PROJECT MANAGER - CLINT HANSEN P.L.S. ROADWAY- S. CONTENDER DR. (STA 3+19.92 TO 7+25.98) Z) 0 EG EG EXISTING EDGE OF GRAVEL CL CENTERLINE 231 E. 5TH AVE. RD.2 ROADWAY- S. CABIN CREEK WAY(STA 1+00 TO 7+40) O Y w MERIDIAN, IDAHO 83642 RD.3 ROADWAY- S. CABIN CREEK WAY(STA 7+40 TO 12+75.97) EP EP EXISTING EDGE OF PAVEMENT BOW BACK OF WALK 2 T.208.288.2040 RDA ROADWAY-W. VICTORY RD. (STA 1+60.40 TO 4+77.93) z A EXISTING FENCE FG FINISHED GRADE CHANSEN@LANDSOLUTIONS.BIZ RD.5 ROADWAY- PEDESTRIAN RAMP GRADING LU z RD.6 ROADWAY- DETAILS 6 J E;o EXISTING FIBER OPTICS GND GROUND w IRRIGATION BOISE PROJECT BOARD OF CONTROL z c> GAS GAS EXISTING GAS CMP CONCRETE PIPE DISTRICT TOM RITTHALER SD.1 STORM DRAIN PLAN -AREA 1 &AREA 2 w O 2465 OVERLAND RD. sD.2 STORM DRAIN - PROFILES � o IRR EXISTING GRAVITY IRRIGATION RCP CORRUGATED METAL PIPE BOISE, ID 83705 SD.3 STORM DRAIN - DETAILS 10 JT JT EXISTING JOINT TRENCH PVC PVC PIPE T.208.344.1141 SDA STORM DRAIN -ACHD DETAILS SD.5 STORM DRAIN -ACHD DETAILS �SS�ONAL ENG� EXISTING OVERHEAD POWER PRESSURE BOISE PROJECT BOARD OF CONTROL SD.6 STORM DRAIN -(PRIVATE) PI PI EXISTING PRESSURE IRRIGATION 0 IRRIGATION TOM RITTHALER UT.1 WATER&SEWER LINE A- (STA 3+20.69 TO 7+24.00) EXISTING TREE 2465 OVERLAND RD. 3 UT.2 WATER&SEWER LINE B1 - (STA 1+00 TO 7+40) SD EXISTING STORM BOISE, ID 83705 s�UT 12-18-20 T.208.344.1141 .3 WATER&SEWER LINE B2- (STA 7+40 TO 11+54.97) �3'yTF of �oP � n� EXISTING LIGHT WATER&SEWER LINE C1 -(STA 1+00 TO 1+63.23) S T EXISTING TELEPHONE o s s< ER\��° T/Eo EXISTING TELEPHONE & FIBER 01 EXISTING MAILBOX CITY OF MERIDIAN BUILDING DEPARTMENT G1.1 GRAVITY IRRIGATION -WATKINS DRAIN & FARR LATERAL TILING 33 E, BROADWAY AVE. G1.2 GRAVITY IRRIGATION - DETAILS ; • TOE EXISTING TOE OF SLOPE MERIDIAN, ID 83642 ' ' ' • EXISTING CONTOUR M M '; • TDB EXISTING TOP OF BANK / 2600- - T.208.887.2211 PIA PRESSURE IRRIGATION PLAN -AREA 2 • w co -I P co 0 EXISTING UNDERGROUND POWER �0-� PROPOSED CONTOUR WATER SERVICE CITY OF MERIDIAN WATER DEPT. P1.2 PRESSURE IRRIGATION PLAN -AREA B � • P1.3 PRESSURE IRRIGATION - DETAILS ' SS SS PROPOSED SEWER EXISTING SIGN PROVIDER 2235 NW 8TH ST. PIA PRESSURE IRRIGATION - NMID STANDARD SPECIFICATIONS C MERIDIAN, ID 83646 P1.5 PRESSURE IRRIGATION - PUMP STATION co 8" SAN ( PROPOSED 8" SEWER T.208.888.5242 O EXISTING MANHOLE " SAN SL.1 STREET LIGHT PLAN co 6 ( PROPOSED 6" SEWER ® EXISTING INLET SEWER SERVICE CITY OF MERIDIAN sL.2 SIGNAGE & MAILBOX PLAN 4" SAN ( PROPOSED 4" SEWER PROVIDER 33 E, BROADWAY AVE. W N a �o MERIDIAN, ID 83642 ow W PROPOSED WATER EXISTING FIRE HYDRANT T.208.898.5500 a a 1" W PROPOSED 1" WATER oM PROPOSED FIRE HYDRANT POWER IDAHO POWER COMPANY . 1-1/2" W PROPOSED 1 .5" WATER SCOTT PINKSTON s =w �m 2" W PROPOSED 2" WATER PROPOSED VALVE T.208.388-5446 O0 =Q 6" W PROPOSED 6" WATERS PROPOSED METER GAS INTERMOUNTAIN GAS CO. 04 BRYCE OSTLER 8" W PROPOSED 8" WATER Z @ PROPOSED BLOW-OFF T.208.377.6812 D oz > �- W 10" W PROPOSED 10" WATER „ I=I = � �` � �-{ WATER FITTINGS TELEPHONE CENTURY LINK 12 W PROPOSED 12 WATER LEO ARTEAGA H T.208.385.2440 V 10 SD PROPOSED STORM DRAIN ® PROPOSED SAND AND GREASE TRAP 0 LEO.ARTEAGA@CENTURYLINK.COM a PI PI PROPOSED PRESSURE IRRIGATION CONCRETE CURB AND GUTTER Z51, 10-6 IRR PROPOSED GRAVITY IRRIGATION SWPPP SYMAN, LLC O11 PREPARER DAVE EVERSON �3 EP EP PROPOSED EDGE OF PAVEMENT CONCRETE C� 2101 DELTA DR. �3 NAMPA, IDAHO 83687 a10 EG EG PROPOSED EDGE OF GRAVEL IRRIGATION BOX Z o3 T.208.287.8420 0 SAWCUT PROPOSED SAWCUT 2101 DELTA DR. Z SLOPE DIRECTION OF DOWNWARD SLOPE NAMPA, ID 83687 W PROPOSED DITCH CENTERLINE DIRECTIONAL STRIPING W z TOB PROPOSED TOP OF BANK J W JLo U` > CO W zco y TOE PROPOSED TOE OF SLOPE CABLE RISER 2i m .. > z � � - - - - - - - - - - PUID EASEMENT Uj CID POWER/ELECTRICAL /��/ / / / / / / /�/�/�/�/��/�/�/��/�/�/�/�/�/� DATUM + BENCHMARKS W o w i a a a - - - - - - - - - - - - - - - - - - - PROPOSED GRADE BREAK // �� / a a TELEPHONE RISER CONTRACTOR SHALL CONFIRM NAVD 88 ELEVATIONS AND LOCATIONS JOB NUMBER: - - - - PROPERTY LINE FOR ALL PROJECT CONTROL POINTS PRIOR TO START OF IDB2099 s�9 SIGNAL JUNCTION BOX POWER/TELEPHONE POLE W DATE: 12-18-20 CONSTRUCTION. 4 4 SIGNAL �� / �� O SHEET NUMBER: co CLEANOUT BENCHMARK \ \ i � �� CP#1 JU TO BE ESTABLISHED IN FIELD BY SURVEYOR C� 1 DETAIL NUMBER KEYED NOTE �/ /� /� /� /� /� /� /�� wC1 No i xx SHEET NUMBER �� W w J STORM DRAIN NOTES ° GENERAL NOTES WATER NOTES ' w/ a 3 1. ALL CONSTRUCTION WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION O LrHL o= a o 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)" 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE N _r - o (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC(AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY 0- Z 1 _ ADA COUNTY HIGHWAY DISTRICT(ACHD),THE BOISE PROJECT BOARD OF CONTROL STANDARDS AND SPECIFICATIONS,THE US ARMY CORP. OF ENGINEER'S SECTION ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. d O _ o w '�. 404 PERMIT,AND THE ENVIRONMENTAL PROTECTION AGENCY(EPA)CURRENT CONSTRUCTION GENERAL PERMIT(CGP).THE MORE STRINGENT OF ANY OF THESE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A Q U STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. MINIMUM OF TEN (10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED IN WRITING BY THE DESIGN ENGINEER AND ACHD. s` o j o = a a 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARDSPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC o - _ 2 o S C C 3. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN T OF SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE D _ GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET. APPROVED BY THE PUBLIC WORKS DEPARTMENT. a �_ 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 4. NO DISCHARGE SHALL BE MADE TO THE STORM DRAIN SYSTEM UNTIL THE SITE IS STABILIZED AND PAVED. THE EXISTING STORM DRAIN FACILITIES SHALL BE - = E__= 4. ALL CONTRACTORS,SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). PROTECTED THROUGHOUT THE DURATION OF CONSTRUCTION IN ACCORDANCE WITH THE PROJECT ESC/SWPPP PLAN AND AS DIRECTED BY THE a CONTRACTOR'S PROJECT RESPONSIBLE PERSON. N z 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E. PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. 5. CONTRACTOR SHALL CLEAN THE STORM DRAIN SYSTEM INCLUDING ALL PIPES AND STRUCTURES ONCE FINAL SITE STABILIZATION HAS OCCURRED AND ALL o y SEEPAGE BEDS, DRAINAGE SWALES). BMP'S ARE REMOVED. PROVIDE DOCUMENTATION OF CLEANING WITH CLOSEOUT DOCUMENTS. = w a 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF VALVES. WATER SERVICE MUST BE INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 6. ALL STORM DRAIN TRENCH AND STRUCTURE BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. a = _ a g 7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING O o o E AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION 6. PLACE WATER SERVICE LINES IN A TWO(2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E. 7. STORM DRAIN PIPING AND STRUCTURES SHALL BE TESTED IN ACCORDANCE WITH DIVISION 6 OF THE ISPWC. CONTACT ENGINEER 48-HOURS IN ADVANCE TO LL v a - Q REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. ), COORDINATE WITNESS OF TESTING. O SEEPAGE BEDS, DRAINAGE SWALES THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND o� U MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. 8. CONTACT THE CITY OF BOISE,AND THE OWNER'S GEOTECHNICAL REPRESENTATIVE FOR INSPECTION OF THE PRIVATE STORM DRAIN SYSTEM DRAINAGE CCL ' N y 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO(A) BACKFILLING TRENCHES FOR PIPE; (B)PLACING OF WINDOW EXCAVATIONS PRIOR TO PLACEMENT OF ANY SAND MATERIALS. O E �' AGGREGATE BASE; (C)PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. 7. ALL WATER LINES SHALL HAVE A MINIMUM 4.0'BURY DEPTH. v V t 9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT,AND THEIR DECISION 8. ALL WATER LINE TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN g CONTRACTOR SHALL COORDINATE AND PROVIDE TESTING AND DISINFECTION AS REQUIRED BY THE CITY OF MERIDIAN. Q r ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. ACHD STANDARD NOTES 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 7. WATER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS a- N a a 0 AND DRAWINGS. - - a 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE 1. ALL CONSTRUCTION WITHIN THE EXISTING OR FUTURE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CURRENT EDITION OF THE I.S.P.W.C.AND ACHD d m 6 0 m MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY,STANDARDS,AND THE I.S.P.W.C.WILL BE ALLOWED UNLESS SPECIFICALLY AND ENGINEER. SEWER NOTES PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. , 12. LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES(INCLUDING INFILTRATION BEDS AND DRYWELLS)AT LEAST 25 FEET FROM WATER MAINS.THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. 2. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAYS. ' 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY; NOT ALL UNDERGROUND UTILITIES ARE SHOWN. CONTRACTOR 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16)AS WELL AS THE STANDARDS SHALL FIELD VERIFY AND CONFIRM EXISTING LOCATIONS, DEPTHS, SIZES,AND MATERIAL TYPES OF ALL EXISTING UTILITIES PRIOR TO START OF WORK. UNDERGROUND AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE ADA COUNTY HIGHWAY DISTRICT AND TO THE ENGINEER FOR APPROVAL PRIOR TO UTILITIES WHICH MAY EXIST ON THE SITE HAVE NOT BEEN SURVEYED AND ARE NOT ALL EXHIBITED ON THIS PLAN. IN ADDITION TO VERIFICATION OF THE EXACT 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER, STORM DRAIN,AND IRRIGATION)SHALL BE A 9COMMENCING WORK WITHIN THE RIGHT OF WAY. LOCATION, DEPTH, SIZE AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY, DIGLINE MINIMUM OF TEN (10)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) 4. RETAIN AND PROTECT ALL TREES SHRUBS AND UTILITIES UNLESS OTHERWISE NOTED. (1-800-342-1585),AND ALL PRIVATE ADJACENT PROPERTY OWNERS PRIOR TO CONSTRUCTION TO ENSURE THAT ALL PUBLIC AND PRIVATE UTILITIES ARE IDENTIFIED. INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE OCCASIONED BY HIS FAILURE TO EXACTLY IDENTIFY, LOCATE AND CONTACT DKYJNE DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 5. TEMPORARY EROSION PROTECTION OF THE SURFACE STORM WATER RUNOFF DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 48-HaJRS PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET. COMPLY WITH LAWS AND REGULATIONS RELATED TO STORM WATER DISCHARGES AND SEDIMENT AND EROSION CONTROL. CONTRACTOR SHALL PROVIDE POTHOLING IS REQUIRED WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEDIMENT AND EROSION CONTROL PLAN (SWPPP)TO ACHD IN ACCORDANCE WITH ACHD STANDARDS. BEFORE DKnNC CONTRACTOR SHALL POTHOLE EXISTING UNDERGROUND UTILITIES AT ALL LOCATIONS WHERE NEW FACILITIES CROSS EXISTING UNDERGROUND UTILITIES AND SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 1-800-M-M5 WHERE EXISTING UTILITIES RUN ADJACENT TO NEW FACILITIES WITH LESS THAN 10-FEET OF HORIZONTAL SEPARATION. CONTRACTOR SHALL DETERMINE THE (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE WITH NO ADDITIONAL PAYMENT FROM OWNER. EXACT LOCATION, DEPTH, SIZE,AND MATERIAL OF THE EXISTING UTILITY AT THE CROSSING LOCATIONS,AND FOR ADJACENT UTILITIES WITHIN 10-FEET OF NEW 4. PLACE SEWER SERVICE LINES IN A SIX(6)INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITIES. CONTRACTOR SHALL ASSESS CROSSING AND ADJACENT UNDERGROUND UTILITY CONDITIONS AND DETERMINE WHETHER ANY NEW FACILITY FACILITY(I.E., SEEPAGE BEDS, DRAINAGE SWALES). 7. ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS. SIDEWALK AND PEDESTRIAN RAMP CROSS SLOPES CONFLICTS EXIST WITH EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION AND ORDERING OF ANY CONSTRUCTION MATERIALS(IE. SHALL NOT EXCEED 1.50%. PEDESTRIAN RAMP LONGITUDINAL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 15:1. THERE ARE NO TOLERANCES TO THESE LU 5. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL TESTING AND CLEANING AS REQUIRED BY THE CITY OF MERIDIAN. REQUIREMENTS. NEW PEDESTRIAN RAMPS AND SIDEWALKS THAT HAVE CROSS SLOPES IN EXCESS OF 1.5%SHALL BE REMOVED AND REPLACED WITH NO STRUCTURES, PIPE,VALVES, FITTINGS,APPURTENANT ITEMS, ETC.). NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS EXIST. IF UTILITY CONFLICTS ARE NOTED, C) Cn CONTRACTOR SHALL PROVIDE EXISTING UTILITY SURVEY POINT DATA FOR THE CONFLICTING UTILITY TO ERICKSON CIVIL, INC. IN AUTOCAD FORMAT ON THE SAME 6. ALL SEWER MANHOLES AND CLEANOUTS SHALL HAVE CONCRETE COLLARS. SEPARATE PAYMENT. NEW PEDESTRIAN RAMPS THAT HAVE LONGITUDINAL SLOPES GREATER THAN 15:1 SLOPE SHALL BE REMOVED AND REPLACED WITH NO J Q COORDINATE SYSTEM AND DATUM AS THE PROJECT CAD FILES.CONTRACTOR SHALL COMPLETE POTHOLING WELL IN ADVANCE OF THE NEED TO ORDER MATERIALS SEPARATE PAYMENT. J = 7. SEWER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS 0_ SO THAT ADEQUATE TIME IS ALLOWED FOR THE ENGINEER TO MAKE DESIGN ADJUSTMENTS, IF NEEDED. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. AND DRAWINGS. 0 z 8. ALL PEDESTRIAN RAMPS LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES = � 14. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND SHALL BE CAST INTO CONCRETE(STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED"YELLOW". Q 0 p FUNCTIONING. 9. ALL ROADWAY CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF ADA COUNTY HIGHWAY DISTRICT OR THE APPROVED CONSTRUCTION PLANS. _ 15. BODY. THE CONTRACTORS ALL BE I RESPONSIBLE FOR ALL BARRICADES,SE SAFETY DEVICES AND CONTROL I OF TRAFFIC WITHIN AND AROUND THECONSTRUCTION JURISDICTIONAL GRADING NOTES z (n p 10. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE ACHD RIGHT-OF-WAYS, THE PROJECT OWNERS REPRESENTATIVE WILL PARKING LOTS LLI 00 Q AREA. Z) p 16. CONTRACTOR SHALL REMAIN IN FULL COMPLIANCE WITH ALL APPLICABLE POLICIES, ORDINANCES OR OTHER REQUIREMENTS OF ALL AGENCIES, MUNICIPALITIES OR AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. �E (q R1. ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION, OVER EXCAVATION, REMOVAL OF UNSUITABLE SOILS, BUILDING PAD PREPARATION, SLOPE 0 Y W POLITICAL SUBDIVISION HAVING JURISDICTION. KEYING, CLEARING, GRUBBING, EXCAVATION, EMBANKMENT,AND BACKFILL, SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS AND 11. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING = 2 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PIPE TRANSITION FITTINGS FOR PIPE SIZE AND MATERIAL CHANGES. NO SEPARATE PAYMENT SHALL BE REQUIREMENTS INCLUDED IN THE PROJECT GEOTECHNICAL REPORT UNDER THE DIRECTION AND SUPERVISION OF THE OWNER'S GEOTECHNICAL CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL: z Q MADE FOR THIS WORK. CONTRACTOR SHALL CONFIRM ALL EXISTING UTILITY SIZES AND TYPES AT POINT OF CONNECTION TO EXISTING UTILITIES PRIOR TO START OF ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL LLI 0_ WORK. BE OVERSEEN, INSPECTED,TESTED,AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY Z 18. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT AND WORK PERFORMED FOR A MINIMUM PERIOD OF TWO(2)YEARS FROM THE DATE OF 2. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. EQUIPMENT DURING TRENCHING OPERATIONS. Q F W ACCEPTANCE. 3. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE o 2 ~ U B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50/o OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY F 19. ALL WORK PERFORMED IN THE PUBLIC RIGHT-OF-WAY REQUIRES THE CONTRACTOR TO OBTAIN A WORK PERMIT FROM THE ADA COUNTY HIGHWAY DISTRICT 24-HOURS IMPROVEMENTS ARE IN PLACE AN FUNCTIONING. SURFACE. w w PRIOR TO ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY. NO SEPARATE PAYMENT SHALL BE MADE. 4. IF REQUIRED,CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DIVISION OF 0 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND TRAFFIC CONTROL PLANS REQUIRED FOR ALL WORK ASSOCIATED WITH THE PROJECT. ENVIRONMENTAL QUALITY IDEQ). CONTACT CRAIG SHEPHARD AT THE SOUTHWEST REGIONAL IDEQ OFFICE(208.373.0557). CONTRACTOR SHALL SUBMIT TO C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MACH LINE O a CONTRACTOR SHALL OBTAIN NECESSARY TRAFFIC CONTROL PLAN APPROVALS FROM THE APPROPRIATE JURISDICTIONAL AGENCIES AND PROVIDE A COPY OF SAID IDEQ A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. ALL SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. APPROVED PLAN TO ENGINEER. NO SEPARATE PAYMENT SHALL BE MADE. CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF SEDIMENT SAND DEBRIS BEFORE IT LEAVES THE SITE. OA� D. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT 21. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS, OMISSIONS 5 MATERIAL. SHALL OBTAIN APPROVAL OF ALL SUBGRADES FROM OWNER'S GEOTECHNICAL ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY FILL MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. �<tS�G\STE OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING WORK. Q 22. ALL LOGS, STUMPS, ROOTS, BRUSH,VEGETATION OR OTHER DEBRIS NOT SUITABLE FOR STRUCTURAL FOUNDATION SHALL BE REMOVED FROM CONSTRUCTION 6. NO WORK SHALL BE PERFORMED WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A SECTION 404 PERMIT HAS BEEN ISSUED BY THE US ARMY CORP OF E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. AREAS. THICKNESS OF TOPSOIL TO BE REMOVED MAY BE ADJUSTED BY THE OWNER'S GEOTECHNICAL INSPECTOR BASED ON ACTUAL FIELD CONDITIONS. ALL ENGINEERS. ALL WORK WITH THE WETLAND AREAS SHOWN HERE TO THE REQUIREMENTS OF SAID 404 PERMIT. 3 TOPSOIL FROM DISTURBED AREAS SHALL BE STOCKPILED ON SITE AS DIRECTED BY OWNER,ARCHITECT OR PROJECT ENGINEER. STOCKPILED MATERIALS THAT ARE 7. STRIP AND STOCKPILE TOPSOIL PER THE GEOTECHNICAL REPORT RECOMMENDATION AND DISPOSE OF DEBRIS OFFSITE.THE DEPTH OF STRIPPING WILL F. THE ASPHALT CUT LINE IS A 2.0'MINIMUM FOR PAVEMENT PATCHES (INCLUDING DRIVEWAY APPROACHES,AND UTILITY CUT STREET REPAIRS.) NOT USED ONSITE SHALL BE HAULED OFF AND DISPOSED OF BY THE CONTRACTOR AT THEIR EXPENSE,AS DIRECTED BY OWNER OR ARCHITECT. VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE. SOIL COMPOSITION INCLUDING SOIL TYPE, MOISTURE CONTENT,AND STABILITY,AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE ISPWC STANDARDS FOR STREET REPAIRS(SEE SD-301,SD-303,AND SD-806(MINIMUM LP J 12-18-20 23. ALL AGGREGATE COURSES OR SURFACES SHALL CONFORM TO THE REQUIREMENTS OF DIVISION 800 OF THE ISPWC. THE WEATHER CONDITIONS DURING CONSTRUCTION. STRIPPING DEPTHS SHALL BE DIRECTED BY THE GEOTECHNICAL REPRESENTATIVE. LOCATION OF CROSS-SLOPE). qTF OF STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER PRIOR PLACEMENT. 24. CUT AND FILL SLOPES SHALL BE PER PLANS. IN NO CASE SHALL ANY SLOPE BE STEEPER THAN 3:1. (HORIZONTAL:VERTICAL) C �sS ER\��5� 12. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT 8. STRUCTURAL FILL IS DEFINED BY THE GEOTECHNICAL REPORT. SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY OR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL 25. CONTRACTOR SHALL MAINTAIN ACCURATE AS-BUILT PLANS THROUGHOUT THE DURATION OF CONSTRUCTION. NOTE ALL EXISTING AND NEW INFRASTRUCTURE 9. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMIT OR TO REMAIN,AND WHICH TREES ARE VARIANCES FROM POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION,WERE APPROVED FOR HORIZONTAL AND VERTICAL LOCATIONS,TYPE, DEPTH, MATERIAL AND SIZE AND PROVIDE THE AS-BUILTS TO ENGINEER FOR RECORD DRAWING PREPARATION. NO TO BE REMOVED. REMOVE TREES AND ROOT BALLS AS DIRECTED BY OWNER. THE PROJECT: NONE. • • SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. . 0 • • • • 10. TOPSOIL AND OTHER STOCKPILE AREAS,TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. •• •• co 26. ALL PEDESTRIAN RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES SHALL BE CAST INTO 13. FOR SUBDIVISION SIGN INSTALLATION-OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. w •• co co CONCRETE(ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED TRAFFIC YELLOW. ALL PEDESTRIAN RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE 11. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. . • • .. .. .. CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS AND ACHD STANDARDS. 12. ALL MATERIAL FURNISHED ON, OR FOR,THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES, OR AS SET FORTH HEREIN, 14. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. ` .• .• .• • WHICHEVER IS MORE RESTRICTIVE.CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS • • C\j� C\j� N 27. RETAIN AND PROTECT ALL TREES, SHRUBS,AND UTILITIES UNLESS OTHERWISE NOTED. AT THE REQUEST OF AGENCY AND OR THE ENGINEER. 28. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE. • 13. ALL EXCESS EXCAVATED EARTH MATERIALS SHALL BE HAULED OFF SITE AND BE DISPOSED OF BY CONTRACTOR-NO SEPARATE PAYMENT SHALL BE MADE. ENVIRONMENTAL RESTRAINTS C\l 29. CONTRACTOR SHALL PROVIDE ALL SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO HARD SURFACING, LANDSCAPE,AND IRRIGATION REPAIR FOR WORK TOco BE CONSTRUCTED IN EXISTING IMPROVED AREAS. • 30. CONTRACTOR SHALL RESET ANY EXISTING SURVEY MONUMENTATION INCLUDING BUT NOT LIMITED TO PROPERTY PINS, BRASS CAPS, DISTURBED AS RESULT OF PRESSURE IRRIGATION CONSTRUCTION. 1. POLLUTION: COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. PROTECT AGAINST THE CONTAMINATION OF SOIL,WATER, OR AIR BY OIL, FUEL, FLUID SPILLS, CHEMICALS,GARBAGE, DEBRIS, OR OTHER WASTES AT ALL TIMES. 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. EQUIPMENT: EQUIPMENT IS TO BE SERVICED ONLY IN SERVICE AREAS. TAKE MEASURES TO PREVENT SPILLS OF OIL OR OTHER FLUIDS. a a 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION 3. SANITARY: PROVIDE SANITARY FACILITIES FOR ALL WORKERS. ow Qa SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. 4. DUST CONTROL: HAVE AVAILABLE AT ALL TIMES ADEQUATE SPRINKLER EQUIPMENT TO ABATE. NO EXTRA PAYMENT WILL BE MADE FOR SPRINKLING za OPERATIONS. FAILURE TO CONTROL DUST MAY RESULT IN TEMPORARY SHUTDOWN OF THE PROJECT. PROVIDE ALL WATER NECESSARY FOR SPRINKLING o OPERATIONS. oa CITY ROADWAY NOTES 5. SITE PROTECTION: LIMIT WORK TO ONLY THOSE AREAS AS DEFINED ON THE PLANS AND ONLY AS NECESSARY. PROTECT EXISTING SITE AGAINST DAMAGE g AND EROSION. �m 00 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SWPPP PREPARED FOR THIS PROJECT. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO ANY CONSTRUCTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR NOI'S WITH EPA AND ALL STATE AND LOCAL PERMITTING. &g 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 8. CONTRACTOR SHALL PREPARE AND SUBMIT (2)TWO COPIES OF THE COMPLETE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP)TO ACHD o CONSTRUCTION SERVICES AT THE TIME THE RIGHT-OF-WAY PERMIT APPLICATION IS SUBMITTED. ALLOW 72-HOURS FOR ACHD REVIEW AND APPROVAL. cn oz > >- ui w> �a �r UTILITIES �o J� 1. CONTRACTOR SHALL COORDINATE JOINT TRENCH UTILITY CONSTRUCTION FOR ALL UTILITY RUNNING LINES AND DEVICES. NO SEPARATE PAYMENT SHALL BE �w MADE FOR THIS WORK. ok �3 2. CONSTRUCT STREET LIGHTS IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS. PROVIDE ALL WORK AND MATERIALS REQUIRED,AND CONNECT a STREET LIGHTS TO POWER. COORDINATE WORK WITH IDAHO POWER. c 3 aY 3. ALL UTILITY TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PER THE PROJECT GEOTECHNICAL REPORT. ° 03 4. UTILITIES INCLUDING WATER, SEWER, GAS, CABLE, POWER,AND TELEPHONE SHALL BE PROVIDED AS SHOWN ON THE PROJECT PLANS AND SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH THE RESPECTIVE UTILITY COMPANY FOR UTILITY IMPROVEMENTS. 5. CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANY TO PROVIDE STRUCTURAL BACKFILL FOR ALL UTILITY TRENCHES. U Z � - n w rn W Q p}p Z co U w Ocl CD N N cow Q U �X Z d 2 Q O w w a wOf 0-1 Q a a o JOB NUMBER: W IDB2099 - DATE: 12-18-20 O SHEET NUMBER: w Z F_ c 1 0 1 w w _ w \`\\\\\\ \ I 1�llll Ij/l \\\\\\\\\ \\\I 1 0 \ 1 \\\)11 I I 1 / �, l \ l 1/l� IIII 24 I N89 O'4811 131 53' \ \ \ \ W.\VIC RY �1,_• _- hti / ,®�/ //// E 3 1/4 �- - ----- ----- ----- !— — — _ Q :� \N89°20'48 W---2650- �� \ / h� // // o _ 25 852 42 �� ( �.�a 7 N --�`-- 7 ti ham^ J/ '----- -—-—- - - - S89'21'45"E 24 19 w Z o`�mr� EP /NGPT NEP ' / / ��'�I ' 1320.00' 25 0 O + / / —_1 ________________________ ___________ ___ ________ DINT OF 3 o __ - ko _ FPP I N G Lu ` _ _ _ � d' o O MERI6IAN-SEMIE7t71LID=----=_- -+�-------___�-____ ___- � / T � \\\ \\\\ NA1EP€A� --- ---------- — AND ,-/ / / /// 1 -- - 9 ssGATE.G. CANAL ENT, - �i' /,'/J I Za op E.G_— w - '��)l _ __ __�_��'toE, d N "3 0 -- s_ \ _ _ _ ��1 \\\\\ A\•�___ --_=_ -=======RIDENBAUGH CANAL---------- ==== —__- _ / '/ d O _ _ /may " o ---1D�— _rt0�— - - T� _ ''ry ' �Ix Q U j CE o It\\ Il y \\\\�. • --e€-_--- — 26542653=26552657- 2656 --- � �IIIi c o - e2659-2658- --- --- ____ ' I\EXISTING OVERHEAD POWER E.G. _ o E.G—E.e EG E.G E.G EXISTING IRRIGATION DIST. de E.G. 0.3 '0'3 i J1 _03�03 03 _< 3---------- ------- ACCESS ROAD EXISTING ABANDONED PUMP HOUSE====_=-__ \\`�1 .._ f�' /-----J--/-/(-/--/�_-s�=_%_�-___=__I___�__=__'_�-__--__�-__'__-='_�__—____-_______�__•`�-_�_-__/`-`_mi�l_�-\�\\\_- '' �_.-.�-—�-_----T—_.---I\-I1-� N ti__- - _ _ _ —�__ ,-'-------- ` CURVE TABLE EXISTING ABANDONED SEW % ` I 1_ \ ,i5' ^ ZEXISTING IRRIGATION DIS a, ACCESS ROAD CURVE # LENGTH RADIUS DELTA BEARING CHORD °' n\,) ,// \t\7 \3 /, o� \ } r /I - = U - C1 248.25' 857.22' 16'35'34" S13'21'23"E 247.38' 3 r\I(11I\f1l�l1IJ�ll,>'lu�(,_ ; l d s E y� '35'34" S14'21'23"E 98.69'2665- C2 L_ 0 g o s 1 99.12 A Lrr1 - f ` -( J - `� l I i g y EXISTING ABANDONED 18"RCP PIPE I1 +1// Va � I;I N fill � 3�LINE TABLE a = o - Q� aEi a3 H y'y z /`\ram J/ "— =—- �\�� \�\\\tl(>ij\\(JIJ�_IAiIIr+\=JJam_=rl__��1�\i��Ni�(c�\`''J}111 III' °u°I �O LINE o W. 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J(-li ylr1ll�//II \ IIII 1 I 2 (r \.\ICI;1 rU)lJ��\^I),- t-I \`�//R111 1 1 \ j 1 t 1 j 11 1 1 I-I-I � \�`1( �,%'.` 'J��:i '�\I \\\-✓ �Il l I 1 1111 i I 1 1 0 12-18-20 = PEDESTRIAN RAW ��TF OF \ l^ \l rO) a\ I I I I \\\�'/ I(1\h�`a f:-�\��1J11 ( r ter, rl APPROXIMATE LOCATION OF EXISTING - I I I 1 r co Z `ss' �( ER\ �S /J^ 111 GRAVITY IRRIGATION \ li I I l 11 I i l N o LANDSCAPE BORDER C I \\ \ 1 \\ it \l(Iw✓ / \1 I IIIII \ I I I I O EXISTING ABANDONED 18"RCP PIPE` "SJI\i,�`((�fl»ri \1U��1�"k�'i\\ i li II 11 i 2668 \ r' I III 1 11I _ 1 r \�`\1/r`1/l, >� \�Irl rr I I IIIII 1 r Il- I 11 I I II I 1 l I ® GAS MARKER • p ' • • • • z t1 STREET LIGHT T .. .. / 1 1 I 66� l/<<�(\ll Jl \\tllol'\'1h\/(�) Il \\\ \\ �1 II 11 II \I \\ 11 j I I • 4 4 SIGNAL POLE . . . • . . . N / I \ 1,1,\ 1\��,I Il Il.\�\l z,,\` ,\ 1 1 I 11111, z .• W •• MAILBOX ' •• �• • \\ I I 1 \ (1\��\.�i1li L11 f ! 11 l 11 Il l /) IIIIIII II • • • • • z / \J1J/e° I \I �( / (frtl/ SIGNAL JUNCTION BOX w l\ \\ \\ \I 11 I // �66 \( ^clrlrl-<\�\t`t)IIM1I\`IIJ Z II it Ill 111 t 111 III I'!�I • Z \ \ \ 1 I dl (/ \\I�>� I\mac v\ �l li II ;I I I I I I II 1 "I �I © POWER BOX �\ \\\ 1 1 I d �) \ r�-)rt-J)II\�r,�I%/) r)�i(�Ilf� I I I I I ico _ w \ \ l J \ \r�aJl \ \\ /�\\I\ p I II I� II I��I( jlllll • • Z, \\�\ \III 11 \�\ /i; J\ 7 \�(�\ \\I I I I N I l )f I I I1 I I ® CATCH BASIN \Ili I t 1 c) I / -\ --�,`wltii' (-' <� y/i c'� \\\j li I I I li i I I i I © AIR CONDITIONING UNIT RR RAILROAD CROSSING ARM/SIGNAL SIGN i III t� 2662.-__- �,II �i/I I II 11 I III 11 j I c� W m I J 1111 ' II `\\ 1��/Lllit I`1/, �7 �It I I I I I I I I 1 1 1 j 1 F sz << I\Ilt \II \ ��(rl\(I= 1`�fi I l l l l l 11 I111 I Q to TELECOMMUNICATIONS RISER )r\ APPROXIMATE LOCATION OF EXISTING f a& POWER POLE \\\\ \OI GRAVITY IRRIGATION I\1 \ t I I 1�t N O WATER VALVE / / 1/� rr Ill 1 1 I N o \\\ \\ \ I 1\\ _-- \ Un\✓I sl��i1� n O^1/l 1 t I I 1 I t FIRE HYDRANT oo 3 \\ \\\ 1 1 \ ` \��' 663\ i��L ( \\IIII �_! •�',�\ Stt�)Ifi1 1 t 1 I \ \ I �I 6� \ / \ � IN � I / EXISTING GRAVITY IRRIGATION t \��,J \J rr�< _,tip \\ 111 \\ GATEg. \\\ (\�\ \ I\ °)\��11t 11 \' l -� ` I III \I za \- \ \ \ \t ' t\\� 1 \ / \ IRRIGATION STRUCTURE \ \ \ \\\\ \ \ \\\ G\t�on "% ``l�l/�:hr�i,l>>�>`, 1 \ice i - <l , \\ Ni f I ® ORCHARD VALVE I \\\\\ \o \\ is�-' `�� ,(V11 1/ JI/ , _v/ ( 1 I og '/e�(,)1111.IPrJII; - MANHOLE -�laD ItI (r Jam°<J)i=�(I�,�\\ \ // _ ,' \\ BENCHMARK 613 „ l ® GROUNDWATER MONITOR WELL w w \ \`��\ \\t� \\ 1 t)��'/�\l ;�li` �5c• I /� /J,-S&W5'31 E II \ \\�\`\ \�t\\\ \ \+ /' `N► \ ; / I j EXISTING WATER MAIN J DECIDUOUS TREE y lo ��- 1 \ EVERGREEN TREE/BUSH z° NN W. WIN (PEG EXISTING WATER MAIN q \\\ \\ \ ) / `-__-- \ / r`` 1 ` 3 Nw 266 / ` I 13 J\ l\ \ 1 `---_ I DECIDUOUS BUSH \\ o @ EXI1SITNG WELL o o oo `2664 /'' /' \��\66d 26 1 r S Z �3 6y 1 I PPENOHo p EXISTING WATER MAIN \\ -` _ \ \ \�26s� \�V \\ c=n IEXISTING GRAVITY IRRIGATION ----- �L9 \\ \\`� `\`APPROXIMATE LOCATION OF EXISTING 3— I _doi� ^266, r'�i(r `\ \� GRAVITY IRRIGATION W UZ I \\ \ \ \ \ I 1\ /w�W ILD 0\\ fir- \\\\\ \`\\ \-\ C9 fY LLI LuJ (I� / \ \ \ \ \ \ ( \ \ \ z r U � m ir -� \ \ \ \\\ \ \ _ Z 00 v of I: \\\\� �` �� `\\\\\�\\�\ / vI o \\ \ \\ \ \\ \ \ 11 ' \\\\\�\ W / \ H w y N v m U Z I / \ \ \ \ \ \ \ It I \ \moo✓�`•I `% r,`\\1 \ I1 w Q x O W w d QtL d d \I \ \\ �66 I I \\ \ ll \ \t 3\ \\N \\\ �% I \ a6 \ 1 \ \ EXISTING POND \\ . `� / N d Po"" 1 / Q JOB NUMBER: ' _ _ TOPOGRAPHIC SURVEY s ms \ \ \ AN SEWER AND l� /1� I D82O99 \ \ V \INA EASEMENT, INST. 1 r— O DATE: 12-18-20 \ /h / EXISTING SEWER MAIN Feet O SHEET NUMBER: ...... F_ C1 m2 j Lu -- ' (=n S88 '4 HE 206.86T-- - <-- - W. VICTORY E /�s 3 1/4 24 �- - ----- ----_ _-----_— N89'2048 W 1319.53 �; N89°20'48"W ® S89'21'45"E 24 19 Z y 25 852.42' -- r - - - - - --------- - - _ I 467.11 ----- ----- - - 1320 00 u E�y y9 E Q o _ EPCEP EP P I 25 0 O� — o _ , _ ------- - �- -_--------_-FP---------- _ ' _ -K- INGU--- ---------------P-a -- �I N 3 T OF -- - E_ TDE � TOE � U p H s x a MERIDIAN SEWER AND ko PoGHT- -W aIP- ____ _ _O T _0 _ L`u 3 =U _ ° T —___ — / F E.G. G.T E.c. IOQ oRIDENBAU91 G. / Z O F_ - N_ -- ti sEA� CANAL EASEMENT,50' TOP °e / Q W U) g o - _ TOP_ E.G. CAM!cm FF w d'�'}=' ..me,...e c --_� c TOP TOE— E.G. Tnc T TOP.G. TOP�SOE/' �OQ a Z j - __ __ __ _ -------- y L TOP— RIDENBAUGH CANAL t0 d O - do��p .3 �TOE— _—_—TOE - TOE— _ TOE�/ / LLI Q () TOE _ _ 'TOE—TOE TOE TOE T E TOE rOp" TOE TOE CUT AND PROVIDE—TOP REMOVE FENCE—TOP TOP TOP STOP REMOVE EXISTING HEADWALL N _ o-'o 7 a o TOPS o ao REMOVE EXISTING OVERHEAD POWER AND POLES CONCRETE PLUG —E.G. E.G. E.c. E.G. E.c. RETAIN&PROTECT SEE GI.1 FOR ADDITIONAL REQUIREMENTS E.O EXISTING IRRIGATION DIST. ° a¢U a .G.� .0.3a COORDINATE WORK WITH IDAHO POWER N ° IN OUTFACE PIPE °3 s 3 3 soy �p i °3 _ 0.3 x x x x x x ACCESS ROAD -- ------------------------------- ----- Z o - ----- ---------------------------------- --------------- -- - � RETAIN&PROTECT FENCE REMOVE EXISTING PUMP HOUSE,FOOTINGS, 2 H SLAB,WET WELL AND APPURTENANT ITEMS RETAIN&PROTECT f j z TO A LEVEL 2-FEET BELOW FINISHED GRADE EXISTING IRRIGATION DIST. REMOVE FENCE PROVIDE STRUCTURAL FILL TO MATCH EXISTING ACCESS ROAD RETAIN&PROTECT y ADJACENT GRADE o aQ EXISTING GRAVITY IRRIGATION 00 o s E c REMOVE EXISTING ABANDONED SEWER ,; 0 +� - u L 2 o N ILL � e3o F 04 r.Y° III a —1 •� a - — o cS Z N LLJ (n N m O U CL r p L N o W. CONTENDER_ D o E o EXISTING WATER -5 L o 9 0 x AND SEWER STUBS z F a T w FROM TIMBERLINE ° m Q N o ° SUB.N0. 2 o _ a E wo ca p `W m T � ^ - U I i v y d 0 m EL F m I —o b Li l LA LAI1 � RETAIN&PROTECT REEMOVE FENCE I EXISTING GRAVITY IRRIGATION~ REMOVE EXISTING OVERHEAD POWER AND POLES RETAIN&PROTECT FENCE COORDINATE WORK WITH IDAHO POWER RETAIN&PROTECT FENCE I x CONTACT DMINE N89°25'20"W 197.16' 48-HOUR8 BEFORE DIGGING C 6 1-800-342-1585 N x x—x FARR LATERAL __- - N EASEMENT, INST. REMOVE ABANDONED STRUCTURE _��=�� 92-Top - —TOP ------ oI TOETOE04 - / / REMOVE EXISTING GRAVITY IRRIGATION 03��0E-0. REMOVE EXISTING HEADWALL LLI �x SEE GO FOR ADDITIONAL REQUIREMENTS J CO REEMOVE FENCE REMOVE EXISTING I' \ J 2 N N I WEIR STRUCTURE II � a ---- --— \ EXISTING ABANDONED 18"RCP PIPE I O \ = Z --- ---- Q o FIELD LOCATE AND REMOVE EXISTING / / I I I WATKINS DRAIN I I � � ABANDONED 18"RCP PIPE AND STRUCTURES N EASEMENT, INST. L U) 0 Q N I co Z o I I O Lu z �! Q Z TOTAL AREA = 1 ACRES I a w RETAIN&PROTECT o I w L O EXISTING GRAVITY IRRIGATION I O a I \ I o N � 5 ASS\ONAL FNG \ / L m _ � STE I � N I � 3/ � Z / I w = I cPJ 12-18-20 O OF / APPROXIMATE LOCATION OF EXISTING z I ASS ER�G`�c'� GRAVITY IRRIGATION N o_ I O I I . . o \ — I • O. O.z I I .. . z / REMOVE EXISTING ABANDONED • • t • O / d 1 CO 0 0 18"RCP PIPE AND STRUCTURE .. .. .. • m r Y I I N 1 I N II •co co co � Z N O LI — O _ w 6 • � � • M i I i i Y III/,S w10 m I $ FIELD LOCATE AND REMOVE I o o0 / EXISTING GRAVITY IRRIGATION APPROXIMATE LOCATION OF EXISTING fl a0 ~ GRAVITY IRRIGATION - REMOVE EXISTING WATER SEE 01 WATER AND SEWER PLANS FOR / \ $ ADDITIONAL.REQUIREMENTS COORDINATE WITH OWNER TO REMOVE EXISTING PAVEMENT �N \ DETERMINE WHICH TREES ` SEE ROAD PLANS FOR ADDITIONAL RETAIN&PROTECT REQUIRE REMOVAL-REMOVE EXISTING GRAVITY IRRIGATION TREES AS DIRECTED REQUIREMENTS \ COORDINATE WITH OWNER TO H — DETERMINE WHICH TREES zz \ REQUIRE REMOVAL-REMOVE D o� 100_00 --- - z TREES AS DIRECTED w w� Si % Eof RETAIN&PROTECT EXISTING WATER MAIN BEYOND POINT OF CONNECTION TO NEW WATER SYSTEM W A t 10 REMOVE N w w - z° ONSITE W. WIN IPEG S >w FENCE o� ----------- ---- ------- \ RETAIN&PROTECT \ � O '� ZZ Ow I EXISTING WATER MAIN x Notes wD 0 z I 1. ALL DEMOLITION IS INCIDENTAL TO THE WORK. >Y A o EXISITNG WELL o p gg F FA 5 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS,AT z 0 `V N CONTRACTOR'S EXPENSE,TO COMPLETE ALL WORK. CDPPEENU X m Ln 3. ALL TRENCHING AND BACKFILL FOR REMOVAL OF IRRIGATION I \ RETAIN&PROTECT a zg PIPES, IRRIGATION STRUCTURES, CONCRETE DITCHED,TREES I EXISTING GRAVITY IRRIGATION' R° &ROOT BALLS,AND OTHER ITEMS TO BE DEMOLISHED, SHALL I APPROXIMATE LOCATION OF EXISTING MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE dot \ GRAVITY IRRIGATION Z ci I m PROJECT GEOTECHNICAL REPORT-CONTRACTOR SHALL z L') m I > "�� . 2F _ S2 COORDINATE COMPACTION TESTING AT A FREQUENCY TO BE Q o w I / d°f RC ESTABLISHED BY THE OWNER'S GEOTECHNICAL ¢ Fj ,fl � Y RETAIN&PROTECT EXISTING GRAVITY z z r v 00 a / REPRESENTATIVE. MATERIALS USED TO FILL RESULTANT a m z I / IRRIGATION STRUCTURE AND PIPES \ + / EXCAVATIONS SHALL BE 6"UNCRUSHED AGGREGATE BASE PER °w o N N m / ````d°f ISPWC, COMPACTED IN 12"MAX LIFTS TO 95% MAX DRY DENSITY Z w Q V z IABANDON EXISTING WATER MAIN IN PLACE I �99 DSO / / \ PER ASTM D1557. O w REMOVE AS REQUIRED TO BE OUT OF CONFLICT WITH,9 3 \Q, ! / 0- 0_ o I PROPOSEDIMPOROVEMENTS 10 / EXISTING POND dO / I / JOB NUMBER: Pono \ *"°'"2 \1 DEM ITION PLAN O J 1 D62100 I �\ , MERI ,E SEWER AND °"wnm r/-zsco.eo \�114009 EASEMENT, INST, DATE: 12-8-20 / / °Q EXISTING SEWER MAIN / Feet Lu SHEET NUMBER: I \ 2 3S "�"/°P J O O M OP / W > Lu Cl m3 SEE SHEET UT.3 FOR X ss x / _ WATER MAIN DISCONNECITON REQUIREMENTS Sgg 4 E 206.86' � �/ _ _ _ _ __ Legend 3✓ 8 =- � Z . A��' �1t I 1 ---��_1 �� / I t / / ' / / // / / �I 00 -- __-- �-_-_ - \ / // // / / / / / / /// // � � D. E- _/ / / \ /�650' �� N I\ �e / / / / // // /I /� FG: FINISHED GRADE W = --s / - N o \ \ \ \ \ ��s is� ��s, �6s� 2sso - ,,,/ // / // // l l / /l l I l l/ l EX-GND: EXISTING GRADE p F_ . a" _ o N N I \ \ - - ----- / / \ / O / l l I l TOE: FINISHED GRADE AT TOE OF SLOPE (L Z =.�3 0 -- do--� - .=`-3° N �° � �- ass W. VICTORY R SSMF�RIM:2651.62' \ _ /' / / / / / / / /// E I 6 a z \ \ \ R• N.INVERT 12"f\VC:2641.3T \ / / / / // 1 //� a O _ _ _ \ \ \ \ S.INVERT 12"P�2641.4T \ // \1 �e // // / / // // /// I I�// // TOB: FINISHED GRADE AT TOP OF BANK Q U t - o o� s N°'yL I I I I / I 1 / / / / ' r /// I / _ _ _ _ MATCH: MATCH GRADE _ -� _ ao I I ( / I 1 \\ /1 II/ � I I I I I / / / \\ /d3 / �/ / / /� II II / (( CON: FINISHED GRADE OF CONCRETE `�'o / I I / I / / / �� 5 ff U `G O. 3 O C d 1 \ \ // // d3 / / / / I FL: FINISHED GRADE OF FLOW LINE .1 --& `ti / / / / / / / / r-- ---- ------f------ --- --� r-- ------------------- �-r/'�� / \\ / / / LP EP EP / EP Pprp -------- I ,' / / / / / / d3� - `m?d 9I / / ,- .':a /^� c / / \ / 11 - '7_'_t _ ------------ ---------71 E- : - / - _-- _TO -/�_-- �`"/ I - - �JEfL3 -_ - E - -_ - _ \ - _ __ - -- -_ _ �bE }� 265 OE "v-f// �0� /y / --- J J / dam \ Keyed Notes O - z ( I% \ \\ \ I �\\\\ `\I \� \ `-- ---- \`----- -------- - -- - - - �- __ - ---O!lc- -= -0-ll�2652 - -OIIII - - -2651-6�-_ -, `_-� /T /_�'�. - - - -�- -/ / 1 - - - �_ y2a I \ \ \ \\\ I \ \\\�\I\ �\ -�\ --- ------ -- - -------- -- --+ - 265 2653 ----- -- - - -------- �__� / 0 -O- 0 0 /� p �aa< X \ \ \' \ - -- _ - ----- -26 - -4 ~ ----- ------- - -�- \ \`\ \ \- ---- - -- 55- -Z - --- - - ---- -- / - - ,L-- -/ / -- --�� 1. GRADE BREAK. a c =E� �� 4- - F= - - ---- - - - 2656-- - -- - -- ----- w -------- ------ _ -- ---- - -/ // / // / I / / / L p �o � I / \ c F 2s57 -- _ - - -� - - --2-_---- __--- --__ ---_-_------ .- /e/ //o� / / 2. GRADE SWALE WITH POSITIVE DRAINAGE AS 0 -- 3 . - w / O\ \ \\\\ I \\\ G. -------2658- ----------- -- ---- -- 1 -------- -- W- - ----- -- -- - ---- - - - --- ----__ - aNj � �' \ \ .- E.G. E.G. E.G. E.G. E w �� {s. / / / V o \ \ \ \\ - ------ --� ------- --- `" _ - F / �J - 1 a--- ---- ----------- --- --- ---- -- E�• / / I / /� SHOWN. I I \ \ \\\\\ I \ \\\\\ \\ SS SS I E.G. E. E.G. E.G. E.G. ---- E.G. E.G. ' / - / / /// /j/ / / / / . y o t o o m a \\ \\ ss SS SS SSMH RIM:*58.54' Q / / /j///// ) / / / / , '/ � 3. GRADE SWALE WITH LOW POINT ON LOT AS C p E_ d--s d N SS S N.INVERT 112"PVC:2642.39' Z i/ / / I !v/ / / ' SHOWN. c� 0 ` �,a N o -�SS \ \\ \ \ F E.INVERT 12"PVC:2642.49' - / / / I �Q / :/ 0 u �� a =` a J ccR E 2 2659- / / / / ✓ I / / / _ : X 4. ASPHALT IRRIGATION ACCESS ROAD -SEE 1/GD.4 Q 4) - - - \\ \ 1 I I f . \ \ \\\\\\ \\ \\ \ --€ E.G. u>-E.G. E.G. E.G. E.G. E.G. E.G. �OP��= //// / / / I / ) d p .- z ----_E-0-----------€ ------- -------- ---- _ i / \� \ \\ ----��\ �� --- -- ------�6P =_ Tom_-_---_- -fibF� --- - ---f6�_ --_--_- T�=_----- --2657--- 26584�--__ / �d� // /� MATCH GRADE AT PROPERTY LINE. NN o�NN�- o _ - -- _ - - - -- _ _ _ 5 > 11 __ __ ______ _ ____ _ _ ____ _ _ 'sew :_-/ / I - � \ \\ \\ o\\\- ��-- --- --� - - -_--- --= --_-_---- --- -- - - --- - _- -- ----- --- -----265a--2655 _2656 ------ -- - - \� / / //�'/ 0 6. MATCH GRADE AT EXISTING GRAVEL ACCESS m E aEd I ( \ \\\\ \\ \� �� --_ _-- _- -- -------TOE �E TOE TOE- - = - T E --- -- 2653----- - -rp --- ----figE-- TOE // Obi i i� 1..•: fti°6° ROAD. a - - \ O \ \ --_------- ----_-- -_-_ ----- TOE - - - - /�� / / / p / . 2659 .... ti6'� mwa�o� m 11 1 Tom\ _ 15' , --- -----_- --- TOE _ _ - - ��/��GH-CAN��- - - - - - - - - - - - / / / / /' -/ \ 7. GRADE EXISTING ACCESS ROAD TO MATCH NEW \ \ IV` \ TOE--- - -TEE _ - � __ '%'-1 ,l I . �j 11,1 CONCRETE SIDEWALK - PROVIDE ADDITIONAL 1" \ \ - \�_ - - TOE -- --- ---- - 2654 ---- -- _---- - __-_-� / / I I II I I \ \ \ - _ _TOE - --------- -- -__----- 2655- -_-- ----- - ---- ---------- ---- ----------- --- ------- - I I III X MINUS CRUSHED AGGREGATE BASE MATERIAL AS \ \ \\ T ___ _ ---_- -- --_ - -- ---------- --_ ------ -- --- ------ ----- -----__ _ --- _�P I �_� OEM_ TOE - ----- --- -2656- --- - ----- --- _ II \ \ \�uZss. - _------� --- - --- --- 2657- ------= �3R --- T - --- -- ----- - --- -_ - -- -- r ----- -- O - --__- - _ �� 9 I III NEEDED. I I \ -- -�- -_------- --_- ---- - - - ------ T�-- �_ --- ---- - - - ---- Z--------- ----------- __ __ - ----------- - -- ------- ---- -- - II \ 8. RETAIN & PROTECT EXISTING FENCE. �0 �0� T9 P TO ^= T9P \ ---- -----_ ------ �0p---265B --- -------- w i ' II 1 - - ----- I I - ----=-�o� ------ -------- w - -- I I 1 \ -D •G -- `-- ---- --2659-- --- - - - E.G. -F - - - E.G. - 9. GRADING LIMIT. D� -______� --- -- _---- FG MATCH:2659.39 rn -E.G. -____ k \ \ - -- -- E G t -- E.Iw E.G. E.G. FG-MATCH:2659.53 FG-MATCH:2659.55 FG-MATCH:2659.33 --- ': I \ I \ E G E•G� o FG-MATCH 2659.51 I I 10. 5" THICK CONCRETE SIDEWALK PER ISPWC SD-709. \ FG-MATCH:2659.60FG-MATCH:2659.53 FG.MATCH:2659.53 CONTACT DI I-INE \ --E.G.- FG MATCH:2659.35 n _-._---: 1� 1 / \ FG MATCH:2659.46 - ----__�- ---- -,,-----2s5s-_--- �� 9'38 . FG MATCH:2659.16° I,; 11. 6"VERTICAL CURB WITHOUT GUTTER PER ISPWC 4$-I„IOUR3 \ \ FG-MATCH: -E G- - - z3 FG-MATCH:265 }- -.� 3 -�- �-3 �I° SD-7o1A. BEFORE DIGC�NC., �FG MATCH:2659.47 0 - %" II \ \ / FG MATCH:2659.71 _ _ _ / --- 9 I-- 6 _ � I Y \ \ / --- - -- -_--- - -- ------ - -- --- _ \ -- - -- - - - 6 --- 9-- - --- -- -- - r ---- - -_ l - \ - -2659- - - - --- - \ / 265s�� 7 CON:2659.01 �- -2658- - I- i 1 I � �1 � .'t /L� I �-�-�2-1�5 --2658 - o- - A.2% � _ � CON:2659.13 EP=CON:2659.06 \ \ \ oEo ouTFau FRO 9 --- _- b - o /- -- -- \-- �- - _- Q -- Grading Notes _ PUMP HOUSE 6 - -- 'm / -- __ -- ---2657 c ° � ] --<�> \\ \ \\ ' '� r// _�a -2658- CON:2659.23- CON�2659_29-------- L- _ ----/\ -- ---- r^ -= --- --- - I - EP=CON:2659.\ 1� N I \ a o _- --2659---_-�-�- _ - ------ -- t"C-_~� _ - CON:2659.51 -�- I eS _ _ _ _ _ �- -�-CON:2659.73 \ \ \ < � / _ / _-:--2660___ _- __ - -- r ----2656 ---4 ------------ --- � \ I o� EP 2659.36 w \ \ \ --- / ------- --� % -9-s- _-2661 -_2662- --- --_ ----_- -- --�� - - \ / - I / / 1 I \v �- . \ I U \ \ -____ - - --_ _1__ -CON:2659.42"� �% - _ -_2ss3=-�664 - - d15= - - ----- -- -0.2°/u_ ` ^\ -°/�' \°%��° ----�0 1 I I~\ -1. 3°�° EP 2 ��i°° oo�^ N X 1. ALL EARTHWORK INCLUDING BUT NOT LIMITED TO J Q \ \ / I / / '_ ----2665- -- =�� __ - ¢_ -- - �' �k �- �J ��, -0.2 3 659.48\ �� -\ I _ - _ ll� �� /"I \ \ \ /a° ° N� REMEDIATION, OVER EXCAVATION, REMOVAL OF J = \ / - - / CON:2659.24 c-_- - �� \ \ \ \ \ / \ I I I \ \ v _ I 1 O Z I CON:2659.18 _� � \ \ \ I CON:2659.46 1 \_, \,, , CONCRETE SIDEWALK Lo CON:2659.68 \ ° N \ \ \ / / / /'> / / / -y,� > - ' \\ \ \_\ \ l i 1_ - � p � \ / I 1/ \ I <� I KEYING, CLEARING, GRUBBING, EXCAVATION, = p \ I \_ / //// / \ I / / 1 � \ \ \ I I / ( / � - \- , SEE RDA 1 \ � �, � \ \ �\ /�//!/ /� - / J ` \\ \ \ 67.4T, _ ) \'�- \ I ,, �` - \ \ I I R3g0'? �M R50A0� EMBANKMENT, AND BACKFILL, SHALL BE COMPLETED IN Q 0 I \ � -- �° CON:2659.37 / CONCRETE SIDEWALK / / // // � \ \ \\ / - / " I I/ / _ _ - A' �- / / � \ k \\ ( I \ \ \ 1 ( / / \ j\ ° \ / -- \ \✓ I I I i ACCORDANCE WITH THE SPECIFICATIONS AND >_ I \ \ s /) /� //// / SEE RDA 1 // /2665 /' ° , \ \ \ \TVC:2660.03 1 I`\ o\ ;/�. .�-..`�� ( J (/ r �� - ' . f.. \ \................. . ...EP:2660.041...1.. ......1.0�1...... I EP:2660.16 REQUIREMENTS INCLUDED IN THE PROJECT ( Q 1 \ \ I / \ / 1.9/° \\ � ( •21.96 °° 1 \ - � \ \ "t� I f� m - \ � � 1 / // / 2659 / / / f-- - \ \ - ✓ - (... /. 4--"" * -- // / / \ \ \ \\ --. "' ' ' \ ;�$ � \ �;> \ / f %/ X GEOTECHNICAL REPORT UNDER THE DIRECTION AND \ \ \ \ ( / \ ( //// / / o \ -_ J _EP:2660.08 / \ / -� / I 1 0 \ \\ �, \ ,\ \ ° /\ \ ( ( ( / / // \ 11 \ 34.75' CON:2660.17. \ / _ / / � I w1 SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER U) \ \ \ \ \ 1I // / .\-............ // / \ � ) \ 1 �) / \ \ \ ` � �i" \ / ..� '11\ )1 \ T - \ � / (/ / w \ \ CON:2659.39 / \ \ 1 / / ) C \ / \ dD"" / / 1 I I w I // / \\ I ) I \ \7 2' \ '- \ \ < I I OF RECORD. CONTRACTOR SHALL OBTAIN A COPY OF THE Y LLI V \ )\ \ I CON:2659.34V )/I // /_� / 11-_ �� / I /i / _�\�A' �- / 1/ ) I �� - -/ 1 I I I nI I \ \ \ 1 \\ \L _j / ° > /l 61, ` \ i''''.. /i / 1.o°io \-1.0°/° \ �,/ =1.o°i9 ° 1 \� //r// / , // \ 11 I 4 N I GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. \ \ \ V ( l v I / l l y:' - A 1. t'�/ TVC:2659.71 I CON: _ j/ / /-, _ - I I � W 0- \ ) / ,:' v /- ----_- / \ I f11� -y h-4 '� ° 10 C < / // A I ALL EARTHWORK SHALL BE OVERSEEN, INSPECTED, 1 \ \ \I I ( \ / I / / / \ \ / - �j ----=_/ N . i/ 'Pi \ '. � \ C - _ - / - f �/'- ^ /� I I 5 / ) o :' , `--- �y\° / os, TVC:2659.82.*- \ l ° l° o�� ^ ( I 1 \__j I I I TESTED, AND APPROVED BY THE OWNER'S GEOTECHNICAL Z 11 \ I I 1 /1 ( �s -_- <� --- / / � IIV / o a\ 4 a L -1.0% - \ o / //-� \ \ 1 `/ / ` \ I 1 I I� \ ( � ( 6 \ o _TVC:2660.08 / - ( �\ / 1 I I - � \ 1 1 1 (_/ / / N ` 2.�- \ / - ^ / / ... \`\ / o / / _/ ./ - 1° 14' N 1'L'\/\ / I / -- \ \ / \ ( I �� ,\ I � :r ENGINEER OF RECORD. >_ J \ 1 I / J \ \ / / i / `� TVC:2659.71 ( ✓ ` I /'/ / r ✓ \\ \ \ \ '\\ ( I I I � N N ~ U I I Q \� \ ) ' \- 1 ( i / l \.:' - \ \ / / \ /M ��/ 11 / �,; 20.32' '.� I ) / \ �J / \ �, ) / \ \ I I N 2. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE 2 ~ \ \ I- ( N� \ \ -\ �/ l� 1-1 / / \/ \ < < \ I \ \ \/ / \ / /' / I =� / � � N I I � I \ \ \ \1 �cc14 e N N I N I ; :` \ / / -- / f/ / \ \ \ 1p \ ,-6f� / /-1.0%' - a \ \\`/ �,�\\-I \ ✓ \ \�w° / _\ /moo/- / N N I FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL w \` `-- - / / - R \ TVC:2659.82 - J ) \ w \ '-I I N J / / / \'\ L \ 7 i I 12.00'... ... \ \ f� I I I l \ ��i - t- I-_� / - - < \ I L. .1 � \ / - -i I /-,_ /-- �✓ i / ti/ / I.......I.....L....I.F!..I I ° \ \ \ I - I I I \ / / � -- / _' / \ \ e ) /CON:2660.23\, CON:2660.4- I / ` / /\ 1 / ) / - _\ \ ) // II.."""''....... I'' TEMPORARY AND/OR PERMANENT DRAINAGE \ \ \ I I I \\ I I )l) I \ /// �` / / / / \ \ o T-;°� .y - `� < < I I I 1 \':\ I II I ass IMPROVEMENTS ARE IN PLACE AN FUNCTIONING. ° a l \ / ` \ __-J I III 1 I / // \ / / / CON:2659.70 Q 1 ', I -1°i°i• a 10 ,��' \ \CON:2660.21\ ( EP:2660.15_ I l J \ / l> ) I --( / ( 1 I I I 1 a I \ -- \ \ _j \ \ / -\ -_i / -L l I ( I 1 w .. 3. IF REQUIRED CONTRACTOR SHALL BE RESPONSIBLE FOR \ \ i I / i - �, \ b /�- I -\\ \ / / -\ �/ a \ 1 \/ 11 / / ,- - / & "__ \ EP:2661.4I I EP:2661.53 OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT \ONAL \ \ I I ° // / / 2663 \ 26s4� \ III �( /\ `'° -- / \ � ° 1 S E/j/ \ I I / � \ I TVC:2659.87 .•. ?g, n \ \/ / =J / r \: ' I \ \ \\ \ -1.0/o a t`�. G� \ I NV-2657.59' \ i/ 1 /// �\ D S / - / Q \ \ \ I I I \ o P. N�fs - / ( - \-/ / \ FROM THE IDAHO DIVISION OF ENVIRONMENTAL QUALITY \STE L / FG:2659.00 / FG:2658.23� / M ( „�• r_ - ! l \ ) l / l ,:'' I \ l \ \ I I 1 I I Q�G F4FF-- 1 / - 4P1 4Pf 4P1 4P1 4PY-�r�2664� FG:2659.00 1 J� ` ( CON:2660.14' -� - I \ - I x° r ` r- / / }P ^�'� `<c�� f, - - \ ��,''// I I I / -'/ / \ \ l l o IDEQ). CONTACT CRAIG SHEPHARD AT THE SOUTHWEST Q-- - \ /�> / / r \ /ti \ - � 4 �4C1� 4P"I ��41 f ( I .�T / '- - - - - / / - - - / \_. / \ \ \ \ 1 \ '\J CON:2660.18 / N •'•:�> EP:2659.94=L / \ \ = 1 1 I //- / -..�\ l I /> EP:21 ., ) I I f REGIONAL IDEA OFFICE (208.373.0557). CONTRACTOR l - / \ / / 4 \ __ - _ -_ _ -_-- -�� -� t I - + � .may I - , I -I-/� -/::`� �'\ L �I I� -I r N -I I SHALL SUBMIT TO IDEQ A DEWATERING PLAN WHICH 3 \` I / / e: -Y-- 1 / / �I - ) ( - \ - / - I OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE _ _ _. � / / / � � - \ 42.03' 1�,/ ' \\ - �'•. / -- - ....•:::... 2664' ^- CON:2659.88 ) \, a ) / \ / 1 d' 12-18-20 r ---- :::.:.::,._ __ \ -- 1 ( \ EP=CON:2661.671 III /yT \�Q� 1=1 SEQUENCING OF THE DEWATERING ACTIVITIES. ALL / 6 1 / / 2 ..�!.....-_ -- fc 2664-- / -- \ 1 -_ - - 1 F _F \ a_ . ti / G58_.g• - - -- \ ::'\ \ / �� \\ / l :2659.81 - .. \ ` / // \ "`' CONSTRUCTION WATER GENERATED FROM EXCAVATION ASS �S� W / . - 8W _- u* =2663 �W 8W 8N� \ 8w 8w 8w ,/ - I B 8 _ _ I / . \ 1 >' J. 1 K ER\G �� / _ _ =--- \� _9 I 1 I ' ( _)/ I \ `�� - �- 8 gw Tw- IEP=CON:2661.83 I SHALL FREE OF SEDIMENT SAND DEBRIS BEFORE IT I \\ I ! �� - -----_ 2662-- - \ ti6'` --� \ I III 1 �/j, / /�\ \- ��-�vo 1 ///, \ I` -- '1 \ \��"\�' i // / \ I I I X LEAVES THE SITE. _- - - - �. - UNDER CONSTRUCTION- N I I -_ ____---- S.��A�TEN�EI Q --_1266, 2660--' \\ -- \ \\ �•'''• \ 1 \ ) I / / I ) ! \ '\\�• -- �i ~--)/ �� `\`\ 1 - •�`L�\ I✓ / I I j 1 I I -�--,MPRBt�1CIEKd -N6Fi'EP-- ) '.A./ `_ -- -�-- - -- L= \� \ \ \'.0 I 1 I ( r \-// \// '- / � r / - \ � / // / li / \ �\ ___ - \\ \ \ I I I I I • . CONSTRUCTED _-/ - 1 4. NO WORK SHALL BE PERFORMED WITHIN JURISDICTIONAL I / < I � �J - ------ �`_� o - - --- -7 - -\ - )� :-'' l �\\ I� 1 - - \,- - \ I I I �I . . • - / - -- -�� ' r � �/ r \ 1-� -------"-\ I / SS - I / -- - - _-- - / ---- \ 1 \ 1 --/'\ I \ 1 ) /-\ l (� �\ l\ ' `/ ^`i 1\ I ( ) ) / ' l` - - )� I �- - WETLAND AREAS UNTIL A SECTION 404 PERMIT HAS BEEN °• °• • �`�•;' 8� ---8� - -- 8S \\� \ / ( / % ''. \ / %/\ / \ �� / \ .I I \- / I I I I �I I °• . . / I '2sg - - / / - -- _ 8S 8S 8S � - - S >'' S (TA ( , \ I 1 I I 1 I I ISSUED BY THE US ARMY CORP OF ENGINEERS. ALL WORK I _-^'_/ .. - I � \ \\ \ / I - - \l I IS WITH THE WETLAND AREAS SHOWN HERE TO THE / - \ 265e•...... ................. --2s5s- / ) \ \\ \ J \ / \ \/ / \ \ 1 ��.. �\ 1 I I I I • .. .. .. . FG:2659.86 �:::•:... -- ~a... -- 2s5s- ^ I ( / r\ 1 ( � 1 �� ) l '''' r �)j 1 I / /�1 I\\\ \ / \ 1 (/! I ( I I I I 1 111 I^\ I 1 III I REQUIREMENTS OF SAID 404 PERMIT . . . \ \\- �\FG:2659.54• FG:2658.50 , --..-................... . - - 5. -. � \ I •.. � I I 1 1 __ _ _ _ _ r " TESTING SHALL BE PERFORMED PER THE 1 - --- -- - / / / 1:. I r ) \ J / ( �:'`' CEP=CON:2661.6711 Y EP=CON:2661.83 RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL I - - - - �-_ - FG:2658.28- ,2s5g) S - - - \ I -j ( / I j..,/// J `�// I ` _/ / X • INV=2657.53' \v` / - �, .^ J I I \; -_ \ l . \ M / frt M '„ `) r- FG-MATCH:2661.50 REPORT AND RECOMMENDATIONS PROVIDED BY THE • I ( I / ^ . / 26s�- - - ---- �- / 1 / \ I111\ \_/ / 1 - ti l... I � / / t ° / / 1 \ \ J / I NV=2657.46' / / - \^ - FG:2658.41 _ - ` '= \ FG:2659.34 \�) I I \I 1 // ' ' / / // / /� ( I I I I OWNER'S GEOTECHNICAL ENGINEER OF RECORD. `FG:2659.87 ) ) / // I F 1 5 N 1 11 \ I L I- \ -�- a 1�--- _ \ FG:2658.76 \ \ \1 I \ � c- :1/ / / FG:2660.41, t I 1 / -1 ( I FG:2660.94\ /// o E G:2 I I 8 1 ✓ // I , \ '-/ :/� 1 6 1.48 I 11 \ 1 I I I 1 I I 6. THE SUBGRADE WITHIN THE ROAD RIGHT OF WAYS SHALL --- -� 1 I l �_ . - --- --- � \ -- 2658 /- -�- - - -- - )� =�`� - .'i /- �f�/-�f/ l /� lI I I 1 / a / ' ) I I m 1 -J 1 \ / I- 1 I I 1 - - r} - /\ \ `/ 11 ( � r \ �� 1 \ \ J \ r / / ° r-\- J `� T- - AFL:2661.22 11 1 I 1 I I STRIPPED COMPACTED INSPECTED AND PROOF ROLLED \ \ - FG:2658.72 - -- I J / I I 1 1:`/ / / ( I r ( \ I \ N I I w \ \ , ) / ) ) / \\ 1 -- \ L _ 2s58,\ //_ `/ - � _1 1 1 /�� ` // // / ) ( / /_ / / L- l \ \� I ) : _\ / ( / 1/ I I I I I 1 WITH A HEAVY RUBBER TIRED FULL LOADED TANDEM AXLE to \\ \ c ��/ / I I \ ��\ \� - 1 / J_ `I-- \ o l h /� \ ( / 1 ( \ �� / / �` -\ ^/ / s � 4 I 1 o \ \ \ \ I FG:2658.68 / /-<�- 1 / / l l I l / ) 1 I�I'/� \ \ - ( I / \ / / I I I X TRUCK/TRAILER, OR EQUIVALENT, PRIOR TO PLACEMENT ow I'll \ < ) l l l ) \ \\, \ 2B 1 ( // - I ` i \ < 1 / / / -1 ( / I �- I I �l \ z i �) \!✓ \ / 1 I, I I I 9,I > ) / 1 1 \ I _ 5s I r ( / / __ - 7 / �/'/ 1 I I / /- r \ � � ( 1 I1 I I I OF FILL MATERIAL FILL MATERIAL WITHIN THE ROADWAY a& \ / / I��c1 / 1 \ / \\11 �� 2s5�_ \ ( \1( ( �. \ -) I / i /\- \ ,_j __- ` :/ ( / / \ ,- / t/�- //^\\�) ) _ .. �\ I _-\- - l I� I 1 I I h 1 I AREAS SHALL BE COMPACTED TO NOT LESS THAN 95% OF �a / / (- I > II \ I \�-J/ / / _\ \ / / _ // ) / / \\ / < \_ - � (::( < \ ) 1 1 1-1I ° Ic ,�° <z / \ \ \ l\ -/ / /\ I / , / I r/ / - / /(/- - / .. � / 1 l / I ?9i -�4% -1.2/o I NI I \I I THE MAXIMUM DRY DENSITY OF THE SOIL PER ASTM D1557. zm t I ( N/ I / \ _' - /,--/ \ / 1 1 /,-\ \ �'; ) / /� l I ) 1 I 1 \/ �j 1 / -7 /^ \ 1\ \ \ 11 - I I I `I I I f \ I \ \1\ I /-(` /�. ` ( r ///�\\�J / ) .J l( / / // / //// ( I // ( � �/ l /\\\ 1 ^\ _�\ \ 1 \ \\ 1 I ( I I U I 1 I I I 1 7. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER gF 4 1 I \ \ I ( // 'r -/-� 1 I \ I \ I� \��i \ \�' ) ) ) \--///\ I ( \ III 1 / \ I \\ \1;` ' ,\ \\`/ I I/ I 2 11 I" I 1 I 1 TO DETERMINE WHICH TREES WITHIN THE PROJECT LIMIT �_ ) I \ I 1 - \ 1 I \\ Q O0 I I I - 1:` J// J/ r' / / ) I / :: I I �J� / / \I\�_/// ) -1 I 1 \ 1 , ) \\ �-/:% \ \1 / /• I \ / _\ \ \ I o I I I I I OR TO REMAIN AND WHICH TREES ARE TO BE REMOVED. �`� I \ ( 3 \ N I .. I \ \( ^-- - // � I \II ) ( - ( I REMOVE TREES AS DIRECTED BY OWNER. z. \ N .........� . \ / / � J / I I � o \ \ o LL \ 1-2I \ 2-2 \ - :� -J / / \ e _ _ r / �I ), r - ) e\ 1 / /ti I I .j-E I I I I. I I I lo N \ 10.00' \ I I 1 26ss, W - '`-L / ��-\ / 1 /.c� 01 �/ / / , \ \ 1 Lq f-4 \ \I / 4/ I / \ ) I I 'll o m I 8. TOPSOIL AND OTHER STOCKPILE AREAS, TO BE &Z I \ l l 11 /( � 3 �/ ��3 / - / / g / I 1 /\\ \\\ \ \f J -4�- \ >\ 1 \ I \\� / I ) I I I I 1:'I 1 °� I I COORDINATED BETWEEN CONTRACTOR AND OWNER z �_ I I \ \ I \ / - / / \\\ 1 I � I \ .. \ I \ I I I v I III l I N I / / / , / / / / \ \ \ I I \ ` I I 1 .I: 1.1 N 11 INI 1 0 / / / �� I ( (.� I c-� ) /i \ \ 1\ I\ / 1. \\ > \ \ I m I BEFORE THE START OF CONSTRUCTION. cn o. I � I \ z �^ \ \ I / I .: ��\- / / / -// 1 / J :: t �_/ /( --\ / / ) j\\\--) I T\ \\ I /�/'t \�/ / 1 \ h3/ ) I IIQ . I � I I 5 I \ I \ I - \ 1 // / / . 1 / / o I e \ �ti� / l \I .5.7% d^I 154i w N I I 5 \ \ / i \ I ( / !` � / j_ -1 I I 1 I 1 / \\ / ( \ s / l 1 1 / I -a.si - I 9. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS of � �'` \ \ m ( l: \ / / / l / I \\;' \ \ \ ) / \ +-� \ r I I FG-MATCH:2662.28 c. / a I\ \ \ / / \ ( I:`r �\ \ \ ) /// -/ L', \ \ -- \ / \ \ I I I f FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY Z 1 \ : \ 1 \r\ -__ / /\ 1\ \\ i / \ ) ( \ \ I \` \ I 1 I I 1 I WITH THE EPA. \ / I l I (( -I ` \/ 1-�--, (` I /-\\ � / ,I ' / / ) I I \\ ! ( // \1 / I I \ l l m I I I I �W \ cn ) ' -- ( \ / ) //:' r � / \\ / I l I ( \,J ( -\\ \ \ 1\ \ J ( � - / l \ ( I N A 1I N1 I I \ �_ \ ( I \ I '• TOB:2659.34 I \ - /'/ �� I i� /^ \ l> / / / ) / ( r \ 1 / J') / \ I \ T, ) _1/� / /( -\ I I I 10 a I I 1 I I 10. ALL MATERIAL FURNISHED ON, OR FOR, THE PROJECTlo FG-LOW:2658.85 ) FG:2659.99 \ ) - l ` j / ( / / ' / I J \ I / - // / r !- \ I \ \\\ I / / ) \ 1 1 E cv I z°I 1 FG:2659.01 ( \ I / ( 1 / / / / / / / / \ I J 1 I .I III ° I I MUST MEET THE MINIMUM REQUIREMENTS OF THE \ / \ \ / '- ( / \ " I \ \ I: / / / (' \ \ \ \\\ / \-_/ 01 1 I t I 1 1 \ / I \I `'• I � . ( / / I( \ / ) L) //) / I I �\\\ \ 1 / ,\ \1 \-' \ I 1 \ \ ( � ( I > -- ( / 1 1 I _I� ' m 4 I I. I N APPROVING AGENCIES OR AS SET FORTH HEREIN J� I I TOB:2660.50 1 I FG:2659.56 1\ '`:.I I.:\ \\ \ FG:2659.I9 __ / :FG:2660.3.3 ) �- ( / I FG:2660.86 / 1 I \\ 1\ \\ ) I 266L39 / \ ) I L-/� ) I I 'I I I I •.. I I,i (. 'N I Z Z ). \ � 1 ( / \ _ ` \ / / J I ) I I WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST I \ v \ I �-'I - . o - 1.0% .� N \ 23 TS AT THE REQUEST OF 71 H:2659.35 N .I. �.............. - - - - - - =- - - 1 \ I \ \ - 2660 \r°/ �I I I � \ ( � i I EPI:26611.12I I PROJECT MEET THE REQUIREMENTS '�� I _ - .... ..... .- -... ...,...•- - - -- - --- -- - - \-_L J ( � - Lam° 3% - / 1 I1 'I I X AGENCY AND OR THE ENGINEER. .3 •:::•• �� \J �� 01/ � � � � 2// I/ ��^1 �I✓\ L.� 1. ( � FG:2660.98 I I I 1.. _ FG-MATCH:2659.18 \ \ �'7� e ? � �\ - \`' L/�. - I I 1 I a - \ - - - \ ( ") \ ) -1.0% o o r - �� - ( I' '6.8/0 -I 7.5°/' u ` 1 I I FG-MATCH:2663.53 4 'Y \ \. 1 I 0% I 1,0% m /'L.....�..... \ /o J 1 - •V..../.r \ / /� ° ° 11. a� F 2 FG:2659.05 FG:2659.03 . ' I I -1.0%( � -1 f ^ 1� R' N- \\ 1\ J..�\ V .., \ .....I\1 S'•.• I _�� 1 ----t-1.0%i I -15.3% ( Z 3 \ ° 1) (....,•} �- T�_ ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA '•.. 1 I G: 659.58 \ / (- ) - / 1 - / ! / l ` V\ / l I �' k ' , , 1 I I m I STANDARDS. THE LONGITUDINAL SLOPE OF PEDESTRIAN Q ( IAil FG:2659.96 1 \; / lLTI / \...I.....).J.../... �1/ / 1 \ \- I \ 1 \ � II I c ' �> l _ \ FG-LOW:2658.68 .\ "r /- 1 -T / I I I N EP:2661.24 RAMPS SHALL NOT BE GREATER THAN 12:1; THE CROSS W \ \ I I I I 1 I\ --1.0% � - / \� I'-1.0%/ ) / �1 o°i° \ ' \ \ ( � o I //- l \ l I I FL:2sso.3sce \ s GRADE 6"BERM 2.5'OFF OF P/L I ' \ I \ � l J.. / \ I , I i� - \ ,�, I I I I / / I 1 \ SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL \ . 1 1 I `� :FG:2659.08 1 I FG:2659.88 J �" 1 ( / �L" > I I ' /'-__�\ \ I � \ \ �6 ' I -)/)/ j I I� \ ) /FG.2 60.28, ) 1 FG:2660.54 \ - \ � � FG\2660.60 \FG:2660.79/ /( \ 1 4 ;I i I \ \ NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED Q r � \ 1 3 0 �6 sQ I : I ( ) < I /'J. / 6 \ / k \ \ / ) .- \ \FL:2660.18-'' 8 /�11 1 N s ' : 2 I l / \ \ / I ( ( ) \' \ 1 ) �°° \ I ( -'o I I °\° II I I 'I \ ABOVE THE MAX LONGITUDINAL SLOPE, OR CROSS SLOPE. 0 z I / / ) \ s� \ I I : ss I / \ \ / i (/ // I / / .\ ) ( ??/ ....�.. .. N I _ <' I I /oo I RsB.op• I \ \ z J// I / 10.00' \ \ 3-2 : : : s I ( ( ) // \ --- / \ /I ° \'/.")'•••. / ��.•I I ° : X NON COMPLYING WORK SHALL BE REMOVED AND - t `�:_ I \ o \ \ I I I \ / I � \< -�\ \) '/ 1 / '/ / / � / L` ':. �I \ ) < ( � *** - ^ \ \ I .1 , I I \ :\ \ \ Z � Haim w �■ ■■J■ i ■ ■ ■�■ I� � A ■\ �■ � ■ ■ ■ im ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�■ ■ ■� ■ ■ ■ ■ ■ ■ A 1■ ■ ■■ ��r■'■ ■ �■ � ■ri ■■':��■ �i ■,Kaguiif■ 1�ffm �■ �■ »■ � ■i ■�■ ■ ■��iiliuf�'�■■■■■ i ■ ■ � I i 1■ ■ �■� ■ ■ ■ ■ ■ ■ ■ ■ ■ z >_ zoo oo� ofJ \ ' REPLACED AT CONTRACTOR'S EXPENSE. 12. ALL PEDESTRIAN ROUTES, AND SIDEWALKS SHALL < o o o } MATCH LINE SEE SHEET GD.2 COMPLY WITH ADA STANDARDS. THE LONGITUDINAL w co N v o0 U w U_.. Z SLOPE OF PEDESTRIAN ROUTES (EXCLUDING CURB RAMPS) o w w T SHALL NOT BE GREATER THAN 5.0% MEASURED IN THE 0 a a o DIRECTION OF TRAVEL; THE CROSS SLOPE MEASURED Z N PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL 0 JOB NUMBER: GRADING PLAN AREA A NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED 1D62099 ABOVE THE MAX. LONGITUDINAL SLOPE OR CROSS Q SLOPES. NON COMPLYING WORK SHALL BE REMOVED AND � DATE: 12-18-20 0 20 40 ♦n V FEET REPLACED AT CONTRACTOR'S EXPENSE. SHEET NUMBER: 13. PROVIDE 1-FOOT WIDE FLAT LANDING IN LANDSCAPE Lmu GDml AREAS ADJACENT TO ALL SIDEWALKS. �_~ W W = wz 00LL W D ` 3 T - - _ 0 � N 9 N �/ ,,^^ y0 W V! t _ 0 apo= 0 ��3 Q U - MATCH LINE SEE SHEET GD.1 s - ao ■ ■ ml�■ ■ p ■ ■ ■ ■ � ■\■ ■ ■ ■ ■ �■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�■ „ ■ ■ N ■ f: ■ ■ ■ ■ 1�'■ ■1 ■ ■ � � � ■� ■/■ � � ■ ■ � ��\�■■ ■ !!51°l0 ■'l>L�1f�■ ■ �� ■■ ■ �R u■ ■ (■ I S ■ ■ ■ ■ ■ R a U �o 6 FG:2659.17 / / / \ \ - \ - L 68, �. r T N y U , \ \ / / \-1 I/ / III ) I / \ \ \ \ ( \ ) I op. I \ �� / I > > (� f _/l . ') f 1 t - -_ f IN +�: I ° _ a I r \ \ \ I / / / / \ _ _// \ l \ \ I \ I FG:2660.51 _ I \ - 1.9 -EP:2660.90 4 N N o U E y o - :; ' 1 - 1 �� \< `3 _\v \ .� \ / / // / ( I /I / ( ' ( I \ EP:2660.88 R R p a N o'H \ \ / I ( I 1 RIM:2659.15 I \ \ \1 o I N I \ \ \ ( 1 ( \ r / / I / I I ( l 8p I FG-MATCH:2662.92 1 I \ \1 \ / / J X / > I'•. � / °� NI - o lt... \ 1 \ I �1 \ 1 `j /- l i�\ � 1 �- � / / � > \ 12 I \ \ I , / l I ,� NI �� N Z CO FG:2660.08 /l// 1 I I(�JI ( ) I / '1 a ( ( \� I / /:` \_ I / I o I I: I I 9 N> 2sep... �� (/ K / l I I I \ ��I \ N I I I I x ------------------- EP: GNU - N \ , \� i / 1 I < 1 ) I 2661.02 _ FG-MATCH:2660.23 NJ It \ \ \ \ \/ l/ \✓ \ :/ r \ \\ /J� \�/I/� / \\\ \ I,1F3'�J \\\ \(-)I \ _= -- ° s \.:-. �. \ \ \ I Ir ( ` I/ ) / \ l \ y 1\�\ / �.: _ ,J \ I EP:2661.00 =r'- a < ° J \ \ �� \ N I \ -- - 1 V� SE � 3o w LL FG-LOW:2659.58 / \ \ \ - / / /1 // / / \ \\ J 1 \ \ \ \ �\ ( I I\\ \ ( I I I r r=_ - �'� \ FG:2659.29 / - \ \\/ \-/ / ��1I� / � I 11 < �I l-> )\ I /\ \ \ \:\ I ( � /�\ _�� \� ' 001 i I I I --- - - -- ( I' 11 4-2 \\ ti6�h \ I \\\ J/ / I ( / ivl / ` I �J / l\' I \� I \1\ �:\ / d ( \\I�� \ R32112U0, J I r. .. ., EP:2661.99 -i rm 000 a a \ ) \ r \ r/// FG:2660.67 \ 1 / � �\ 1 Op \ EP:2663.08 /INS=26 sr � \ \ \''••.. \ \ \ �--�-- �� /\�( ( <„// / ; /�� 1 / / I \�\� 1 I 1\ \ \\ \ / �•� /� 1 ( �\ \ _ � I 1 '\ B - `; FG:2659.42 \ 1 1 \ 1 \ I ` � CON=EP:2660.88 4 T /�,ti658. 9 ` �N \\ \• \ /\\\ _ //^ \ / 1 \\ v/ I ) / 1,801.-\ \ / / / \ / �; / ■ rn\\ \ / / EP cn o 8-w \ \( �\ I \\\ \\� \ I 1 ✓�/\ I \ ( \�1 -__� I / `_. EP:2661.00 c=a a E d Q \ \ •\ JI \ / \ \ I1 \�\1/ \ \ II /I / \ I �\ / r t; / ; Ea. LLJ 01 LLI lv 1o°la / '� ) \ / / < ! \ \\ l 1 I / I . - CON=EP:2660.88 / ''/ '� �/ '•. \ / \ \ \ i ( \ \ \ \ ( I\ \ I \ \ ) EP:2663.09 ; ■ FG:2660.23 - ) I \ s \ / \ I ( /i I I" c •' W 1 Qg �•` EP:2660.88 I EP:2661.87 /.: '1 W -13 n \ `L i-- / \ \ ,/ \ I I I \I I ✓ \ \J \\ I) `l.31/o Q /••1�I�• I .• ..r`''♦ / � LLI FG-MATCH:2660.85 \ \ \ / / \\ -i ( l 1 6 `�a ; J I I _/'j ` 1 :' I :•" I :•'■ Z \ -'FG:2660.84 J ( / � 6 ) l I I 1 I ( � � •{ 1 i :�• I :-•�•• •/ / I ''•• ■ J r / /\ \ \ \ I / , \ \ / 1 1 \ (� \ \\ \ rJ J \\ r _ / \ \ \ < \ ) 1 (ll' \�/ � / / I \ I I 1 \ / FG:2659.59 o I \\ 1 1 / 1 3 \\//\\\ \ \ \\ ) 1 \ I \ b, I 1 111 I 1 t 1 / .... '" I :•■ 2 Q \ \ \ \ \ -- CON:2660.87 \ I I�,} 1II1 '' 1 I I I I ( \ /-� 1 i- ( �//- \ \ J°I \ (( / � ✓l,: I ...: I .I I I I11j l:' l I IMP\,...■ Q a :�I I ..,:1•••'•'• � CONTACT DIC;LINE \ \ / \ ✓ \\ CON:2660.89 / I I /) I .:I I I:i { I: I I } 1!, I I I I 48-HOURS 3 o l. \�-- / ) '\ \ \ I ( - / y// \ a; I I �� RIM:2659.61 FG:2668.40 I I: L..• "I/ BEFORE DIGGING _ 'I I (:`I N:695952.27;•' :'% /•'• "%/ �� / ( ��„ \\ 1 \ I / � \ \ \ ) 1 \1.\ II � � o � �;�' ti I I ■ 1-800-342-1585 \� //\ I \ I ` ` °/ \i Ir\° v I°> FG:2660.72 :I' I ° •; \ \ \ \ / \ \ E:2453124.13 / I FG-LOW:2659.88 \ \ \ \✓ \ \ `\ FG:2660.82 ) \ y% l ""�� °�°i /' ( I I I :f` :•%■ �. . FG:2660.38� FG:2659.61 I / °\ /`- ( -> J \ / / / �j °( / ` \ I °° � I / f I I I � ,I !.,•I I �:I• 1 ;� ,I I ■ 6-2 / f -A fs \ 1 l w \ FG MATCH:2660.62 1 \ \ - I l - r 101° / / �` / I I \ ) ? �: I ■ U Cn / \ 3 \ � / � I l 1 ( � 1 <_� %---/ / - A'L �:' I ; I ::''?°•J I I:`� I � �:`• . ': / I I J Q \ \ \ I\ \ T\ J' •J \ \ l < l �>\ I I I FG:2668.41 ■ J 2 / \ �� / {' I:`, �` iry 1 1:`.�( I ■ a FG:2659.75 / \ \ \ / \ \ _ \ (' \ ) ti 1 b I J I 1 Jo :\ I I :(:`'.o I ■ O z ° / (/ \ \ \ J / I �- :;FL:2660.131 \ f I . ` I:.l` I R '1 i I I I ■ 2 O_ 5 L \ ao \ \ \ CON:2659.75 1 \ \ - / \\/ \ 1 / f=\ 1 I �) \, / L/i .\ / o ^•�J /\ X / u \ \q:: I �:': I I Legend '� I /�\ J \J I /i ,•Sf °I:'' 11:`\ :Y ` • :`'fi I I I` �: u� o V A \ i V I 1 I °• 1 \`V \ 1 A s , / .I ✓°FG:2660.83 \/ / :`I (:'� :`% I :: ,ti y FG:2668.32 I ■ Z �65�� CON:2659.77' \\ \ ` `- - _ C r I °o s / N:695920.23 I ■,�pl :I'I : . ' ;nj 11: } :I .` FG: FINISHED GRADE LLIFG: > \ / \, ( i'FG:2660.98 i / I I: I I }/ E:2453097.01 FG-LOW:2660.04 \ \ \ I �� / A I: I 0 V A FG:2660.54 ) /` \ I / .� .. �;:I'.�` I I - \ \ FG:2659.77 I ( \ \\J \ \ -� / 1 �1 \ /��° �,a :.;, �:: 1 ?`} f I�` ) FG:2668.35 I I EX-GND: EXISTING GRADE O \ \ �= ��\ \ I �Ir/ I 1 / I I I �ao �•' I. •o.� .:i/ I I Y w \ \ \ 2 / \ I \ .. - / a I J \ / :J ( TOE: FINISHED GRADE AT TOE OF SLOPE 2 \FG:2660.93 ; t :•''/ 4: I :' :ry6'�j:f:f%li I I I I I z FG-MATCH:2660.59 TOB: FINISHED GRADE AT TOP OF BANK 7-2 \\� z / J J FG:2668.11 7 ) I ui FG LOW:2660.09 I 3 :�'♦` MATCH: MATCH GRADE L� i �. y\ J ( \: ;•`N:695885.70 �':' I I I Q \ I Q\ ( I �-- I l \ / / / \Ao\� J \ \ I, ,�, I / ) I I I CON: FINISHED GRADE OF CONCRETE _ U \ E 2453067.78. '�P 1/ I I / F/ !-\ / //f (- /. I ; 135.9°k 35.9%I �` FG:2668.16 I I I I ( f 1 I I FL. FINISHED GRADE OF FLOW LINE p . , .�.t l•` •`�J III, 1 I I N zLu FG.2661.12 \ I:( I I 1 0 s \ /: \`� I r / \� - / ( I I ( I /1 1 // / f { { / �. I I •. :.'. �� ^�No I I I o a / 'rn \ \ \ -f- _---� \ 1 ( FG:2660.00 /�\-�`r \ rF ` - l ) 'A> 11 -� \ V I J I I< I FG:2661.15 1 \ \ �, : :• �;1 P t I I / \ \ FG:2660.70 \ \ r / \ // I \ \ \) / - N N I I I I \ \ ` �2s58 FG:2659.94 solo' . '':'•• !^'I :�10� 1 I N� I N I Keyed Notes / \ •.. 1 ( � �� \ 1 I � �� • •' ••�!•� •••:•••• �•}'.I••,, \ONAL E °' ' 1 N N I I I\ 1. GRADE BREAK. �'1 ' I I \ \ ( \ -) ) \ - �\ �I I FG:2664.64 I •. o I•'- } } II I 8-2 FG-MATCH:2660.62 \ \ �\ � I I ( / J I \ �/� \ � 1 � �\ 1 I � I �� - � �\ � I 1 ( ( ' \ ) � • ••' ••�,, `1 ••••'.� i ••' � ., •,II',I':}�, •� \ T \ / \ - \ \� oa, . 'l ''•. aO, III P ASE 2 I ''•• c�,i I \ 2. GRADE SWALE WITH POSITIVE DRAINAGE AS FG-LOW:2660.12 \ \ 3 - _ �J/ / o \� ( \\ S (( \, / \ �%'. :\�., '•. 'I .!� •. r.I° i•. } }:}., I I I I I I I \ SHOWN. 3 a �I / / I °I°/ r I \ ' ) l 1 N : f. j.Zo•1. . 11 I I I I \ 1 > 3. GRADE SWALE WITH LOW POINT ON LOT AS / _J I p�1r : g : :I :,I '•: ('•(•'I`'�1I I SHOWN. �T12-�s��P \ .. ' \ \ \ I \-J l y �/ \ \ l I P\/ (, \ I I I \ a : \'': 500, { }'• �:2668.29OF I I OS SO 1 ` i1 r - ` \-/ \ \ \ / \ \ 1 ml ) / I I \°er �'• :'' '' 1 4. ASPHALT IRRIGATION ACCESS ROAD -SEE _a N1695837.28 I 1 \ \ \ �� /\ /\\ - // ✓ / I \ \ /- \ /// i \ t\ ': `, `� :I'. '. . C'• '.E:\2453088.32 1/G D.4) \ \ FG:2660.17 \ \\i I/ _ \-1 ( \ I FG:2664.80`. : `\ \ ` \ FG:2660.86 \ .) \\ �� / \1 /_ \ / �� _ \ / 1 \I I' JON%\ I . } F0:2668.31 5. MATCH GRADE AT PROPERTY LINE. 't . , FG:2660.10 \ c� / / l- 1 ) }3=8\< < / ( FG:2661.32 '• :{ •r'r I :I'• ',�` .{ I I I ' • h /_ \ I / \ \� \ ) ) I \ °I° \ ;. f' ( I 6. 5-FOOT WIDE CONCRETE SIDEWALK PER / _ I 9-2 \ \ \ •., \ - \ f \ \ ( _i 1 \ / \ /1y \l; \`' } ( I ISPWC SD-709 WITH 5" CONCRETE THICKNESS • FG-MATCH:2660.76 „ 3„ , \1 \ 33 \� \ / / /:� �) <-� /// / ,e \ ( / I_ = I / J y > / �, I l \'. '� '': I'':i� I :I':I''} '�. I \ \ AND 6 4 CRUSHED AGGREGATE BASE • 0 ( \ 1 �> / ( / /i 1 o I I `•: ':I I':\I I 1 \ \ \ \ \ THICKNESS. ALL SIDEWALK SLOPES SHALL / \ \ N I 1 \ I < / N 1 I ., :I }\ I I `•I:.,( : ,,':1I / ) COMPLY WITH ADA STANDARDS. \ o \ i _ I r ,l' 2 1 ': / 7. GRADING CATCH POINT -2:1 CATCH SLOPE. °� I 5 \� l \ J J \ \ 1\ �� l J 1 \ \ / „� %\-r\ /� I I 1 I I \ N r:I ' I I I ') 1� '.II / / I co • 1 \ \ / • \ \ \\`/ : - / J / \ 1 `/\ 8. RETAIN & PROTECT EXISTING FENCE. \ o�\ I J -/ J \ ' n \ L \`1 L ( // o� I { I I L4 •}' I I 9. STORM DRAIN -(SEE SD.6). \\ \FG-LOW:2660.22 \ \ \ FG:2661.01 \ - ,I I / FG:2660.34 \( \ I� // / \ I / \ - ?(/ \ \\ I \':, ':I { \-1 I I FG:2668.06 w .FG:2660.26 ( J 1 \ \ 1• I 1:, ' N:695787.94 a �o \ \ o �., -1Or2 \ \ �` _ 1 ( \ \ \ \ \ > 1 / 1 4� / \ \ \ \ I \ ':{ I J I`: I I I '1 I o o s I\ FG-MATCH:2660.72 \•., \ \ 1 \ �__\\\ \ I \ I / - �) )/ \ ) 1 \`_ \ I 1 \ 1 FG:2664.82 \I :I }• i I E:2453109.24 w I. I << I I I:1 FG:2668.08 >a \\ \ FG-LOW:2660.22 3 FG:2661.50 I I I III I 11 -32.6% ill I1 I01 \ � \\ �/ /-I-1 I I 11 1 g •. II I �m 1 � ' \ \ / �\ �- - \ \\�\ I\ \ \J/ // \\ \ J -.1-0�1* l \\ \-/ / I I i Ilj € 1�11 I II I I\ / \ \ \ '•� 2659, /�� - �%'\ PHASE2 \ FG:2661.17 - 'FG:2660.49 \ / / / N Z FG:2660.43 \ //- \ (- 1 ( I\\\\\\ I i o INI �'� i I' o _ Ioo / \ FG-MATCH:2661.17 0 11-2 Z �I INl 2.0: II w w \ �I �� I II I FG:2667.74 \ \ \ 3 �� N:695741.29 �0 \ \ I / I s-sIJ J 1 I I I Q 1 \ � ► / \ \ I I J ( \ \ \ \1\ \ 9 / i \ .' / // / ( l / \l I N I 'I/ E:2453108.90 a Z FG:2667.76 10 -A zo N \ s \ FG-2664.68 / ' < / FG:2664.67 IO \ N I FG-LOW:2660.02 1 \ l \I ) ( FG.2661.67 %G:2661.33 r \\ \ �\ \\ r -a ( / \ \ \ _ 5 -FG.2660.75 \ 1 \ \ I / �,�� 11 C��J"- : -29.5% -30.0%11 2 o I 13 FG-MATCH:2660.52 6�'''' •.: \ \ _ r\ /� �\ I \\ \_\//, �) ( \ \ \\ 1 �c� m/`21 1 \ Z �3 \L / '. ti6 12-2 I 1 I \ ( <> I I \\ .� I / -/ I J ) \-// /\\ \ / L 7/ 1 l\ �M C a, a s/ ;I I \ a - 3 �� N : G 'I I I FG:2667.57 \ `'• W - I FG:2664.741 N:695700.29 \ II I � E•2453108.59 1 1 � lll I I I a \ i / 16L \ ( I I FIG 2667.60 1 / \FG-LOW:2659.92 `\ \ ✓ 1:'� \I\\ /( ( J / ( / V / I J \ z \ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■)■ ■ ■ ■ ■ ■ ■ ■ �� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■,■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i■■�■�� ■��■ � �■■ � ■■ �I ■ �`��■ ��■ ■ ■ ■� I ii I■ �� ■ i ■ ■ ■ ■ ■ ■u � � MATCH LINE SEE SHEET GD.3 Q z m Z 00 of J o °moo } ~ LLl Y N m U Z O W w d N Z a d o GRADING PLAN - AREA B 0 JOB NUMBER: a IDB2099 0 20 40 FEET � DATE: 12-18-20 SHEET NUMBER: ui W GDm2 W wz MATCH LINE SEE SHEET GD.2 0 0 a=N y FG-MATCH:2660.427. 7 - - - - l _ //, // / // \ �/ \ ; T 1 I: ( 1 I \ J o _ > ws°INv=z658FG 2660.62 0.6/° \ (}�I \\ \ )\> I \` 1\ (/ ) \ )/// ,I FG 266214 I I I FG:2664.81' 6 �s o w a o w Z a w v�i W d Z 3o -h _ FG:2661.09 FG:2661.26 I / \ \ \ // \/ / ( ( \ ` :" I s6 rn } rn x w o a c� a a x a 0_ O "_ _ L _2660- I /-J /^ \ 1 ✓/ / ��\ // .1.0"/°'ems _ � I FG LOW:2659.92 --- / _ \ �} \ s i * / I I I U - - 1�---C1� Opv W Op ' H pLLo Q � a p ~ a �N ./ \ I I i ( \ -� I / \ �J I\ . \ -26.6% -26.6% i o aww o o - ' ' \ (' ( l h`j - _ -) I I 1 ,� va � ,l � o aoao LLLLao I I /l \� /�� / / l ') i \� 'I�'_ il 12.0:1 \ aoao aow0 � o � o aa � o o = I 9 I I � � ,..!'( I �-/i / I / I oaww oa � o o = w � ow \- ( -/ m FG:2667.41 o w o - 13-2 \ I / \ / \\ / - 1 'N,I I ' ?II N:695659.30 o x w in �+? p s I I I o "� - // \- I 4 \ �\ \ r I I yfscm .' :� I E:2453108.29 co pq T- ti 4 > I I I \ \ k I I i /� I////l I /\'ti > ii ( \\ ~�\,� /h ( ro - \o: �I o _ �E °s° \ I /( 1. 1'� I I L ��\ I L1 \ \�/ / -/ 'J I N} �\ :I� f : y z �I / I FG:2667.44 0 I I I �66 N / r r ( N FG:2664.95 I �� ao FG:2661.51 ° I \ \ �•"/ ' 1 \ 1 I I I I \ 1 \ 1 \ I \ `, I X IIII I PHASE 2 7777 FG 2661.90FG:2665.13 / I I �• I �/ ) \�.��` \ I _I � `.\/, �� I I _ II I' N N /�\ � � � I FG-MATCH:2660.86 - - - - - } / h I\ _ /) i I �/ o 0 0 0 o s� - 1 \ / 1.-"' ) 1 / \\ \ I I FG:2662.93 I 1 1 I -0.5% FG:2662.03 \ - I I / �� d s e y I I I I �-1.0% II I\ / /�JI^�� Ni \: .II \ I I 1 1 ,° = � E.3o - \ I 1 1 -_� L................... \ \ \ t/7 \ 1 -1(-r am_-1-\ �- � \ � � 21i FG-LOW:2660.36 ........ \ I \ \ \\ \ \ \ �\T�r� I ° ° I 1 : I 1 GRADING ADJACENT TO CONCRETE PAVEMENT GRADING ADJACENT TO ASPHALT PATHWAY a"3 y y ( \ \\ \ - / \ I 21.7/0 -21.0%\ I L 1 G1 ++ Ho a I I ( fi ��I �I \ I I I L... rL \ I I I I / 2ss2........ \ I ti6 I I\ / /� \ \ \ \\> / I �) \ �/ ( / 1� ...•{`j 11 z \ '� NI IFG 2667.25 0 r d \ I N:695618.30 v e » y > T N \ I 1 % 14-2 I , J ) l I / , _�\ I 1 1 \'''" \ \ i / , I E.2453107.99 GRADING ADJACENT TO ASPHALT - - \ N I N I 119........... /- \ ( I f \ \ I� � I I ` �- TE \ I I 1 1 1 I I1 ) �� f /) r- �� ` \\�is�3/ /...•(''i 1 1 I i> \ z a 00 al I I N y o y o ow o N I ( PATHWAYS AND CONCRETE PAVEMENT 1 \ N N I / / /I � ) I \ \ \\ \ \ \ \ 11 \ II �J /,�, �1 I I II : : I C aEd i$\ \\11 IF 2665.28 FG:2667.271 �.3 a mw o� FG:2665.48 11 111 I : 15.00'� I I I CIA FG:2662.40 FG:2663.72 II 6 \ Iv I FG:2662.79 I :III \ \ FG-MATCH:2660.79 > 1 - - _- - \ 1 1 < >.- �66� \ I I I 0.5% - \-.�'~ ( �) \-�� \L 1_ / ( li \ \ � �( -17.3r % II I I Le�26 �� ; , I , / / _ I � ..'••'(� / /,�, ( r� l \ �� , �; , \ \ , ,1 ,;�\�� I, I gend 88 I FG-LOW:2660.29 / L. \ > I ( � \ ) \\ / �, \ 4 1 ✓ \ \ 1 I ': I - - t \ �/ IZ lI / (�J) \ �J FG:2667.23 I {.............. - �\ ��I - J�� < N:695577.30 I \ Zss3...'......... I I / / I / // \ `/ Jt \ \ : 'I I E:2453107.69 ( FG: FINISHED GRADE l I I I / \ I I \� o CONTACT DIGLINE o .....1.5-2•.......... I < i`3\ \ �r' J en I I I / 1 I :I I I EX-GND: EXISTING GRADE J/ \ �... ... I� ` I I I I 48-HOURS / / /I \ � $ / / \ ✓'/>\ \ \� : v I: \ I I FG:2667.25 I TOE: FINISHED GRADE AT TOE OF SLOPE BEFORE DIGGING \ / I / (- _ \ - FG:2665.67 ' ' I / / / 1 :� �..�..................... f /-`J FG 2665.96 i v I I 11it I' `I II I I I TOB: FINISHED GRADE AT TOP OF BANK 1-800-342-1585 FG:2664.51 v I w FG:2663.61 MATCH: MATCH GRADE FG:2663.29 w /: I I CON: FINISHED GRADE OF CONCRETE 11 1 I I FG:2663.68 -�� 00 - - �� •~L�� \ II I E \ 1 1 FG-MATCH: 14.4% 1a.a% 11 ,.E I I FL: FINISHED GRADE OF FLOW LINE w -0.5°i• z ,� �� \_ i/\ I ` I \� I I I \� I U l \ \/ /� ^ FG:2667.61 I \ \ \ 1 FG-LOW:2660.42 \ I V \ -/ r - \\ 1 1 I 1 / N- m 111\ ` `�a° I N:695536.30 W \ \ \ \ I , I -. ,. /-\ / , �_ NI N, Keyed Notes o O z \ E:2453107. Q 0 p 4 3 \ l 1 20-� \ ( I I \\ 1 I l ?� : :11 I \ \ \ \ \ :: \ \ 1 \ \ \r \\ : / I j II I PHASE 2 - \ }�o I / N I I I 1 1. GRADE BREAK. - > _ 16-2 \ \ 1 I I \ \ > ( I ); / FG:2667.63 I p Z \ \ \ \ \ \ : :I IN \ I \ \�// \ 1 \ ..• \ FG:2666.27 2 WALE WITH POSITIVE DRAINAGE AS � Q I \ I 1 I e \ I \ l; Y ; I I GRADES m - \ 2664 °L \ I ) ^ \ / \ \ \ FG:2666.90' ( 1 I. I 1 W \; /' I SHOWN. \ \ \ \ \ f I FG:2664.40 \\ I I } \ \I FG:2665.31 15 °�/ 1; ;I \ \ 1 I \ .............. ................. I I 4/ :�;/; F I 1 Lu \ o\ \ \ \ (•.. I I I - - � \-i.o% \ \ 1 I .,/ � ��( ( �^ ��, / �I I II \ 1 `I 3. GRADE SWALE WITH LOW POINT ON LOT AS 0 � � . -�-� I+ t I' l`I I 1 SHOWN. I FG:2664.18 I I �- - ).. / / J / ° o / ; .•' 11 ` 1 I z \\\ \ \ \ ( � -/ \\ 172r 4. MATCH GRADE AT PROPERTY LINE. W \ \ \ \ ? a \ �� FG:2664.57_ o� �� ) / I �\:\\' /1 / \\/ , 1\ i 1 l; 1 1 \ 1 Z FG-MATCH: �. ill I 5. 5-FOOT WIDE CONCRETE SIDEWALK PER Ji -0.5% y� / \ \ I \ '/2 I ( �� I // / IFG 2667.94 ' \?/ / ( 1 1 I \ _ J \I W ) III \ 1 I I \ ISPWC SD-709 WITH 5" CONCRETE THICKNESS Q F �� / (/\ 11 I I \ AND 6"4" CRUSHED AGGREGATE BASE _ p �FG-LOW:2661.36 ) I I / ! F13-2667.97 \ \ F N `\ \ I \ \ \81-3� `\\ ) 1 ti`° li( �� e )� ) 1 I 1 I \ THICKNESS. ALL SIDEWALK SLOPES SHALL z w m N ;/ I COMPLY WITH ADA STANDARDS. o a \ \) / I 1 \ / / h \ y' / } S I ` `I I I 1 \ 1 / 6. GRADING CATCH POINT -2:1 CATCH SLOPE. 17-2 I I I/ r / �,� / / FG:2668.11 I I \ 7. STORM DRAIN - SEE SD.6 � � � " . . I � � �� .m� I I I 1 ` / ( ). TONAL E M FG:2666.15- as SS \ \ \ / \ I "' •... FG:2665.25 \ \\ I I I ( 7 - FG:2668.13 l I �t, G/ .1.0% \\ \� I \ /I f �\ I � I f ` I I \ / 8. SAWCUT AND MATCH EXISTING PAVEMENT. I I I I I \ STE Fo OFF \\ \ \ \ \ ( h\ \ FG•2665.24 \ �L � I 6 �� ( I \ ` I \ / 1 \ \ \ \ \ \ CON:2665.25 1 O` l \ \ - t. / I 9. RETAIN & PROTECT EXISTING FENCE. h \ I l\ 1s.ar° CON:2665.31 \ \''\�\\ \ 3 ` I \ / / 12-18 20 \ \ \ \ �'•.\ I FG:2664.83 \ 1 I 1 ! r \\ ly Q`Z` 0.5 I...............• _� \ ` { 'Lra695454.38 OF FG MATCH:2665.72'0 \.\ \ ° ° FG:2665.40 \ \ I: / _ V� /( / I ( / I I I I OS c�0 e °y.. 31 I�� 1 co \ M. 6......\..... - Z6B7\..... .. 31�1° ') \\ / ��-� ` o `4 453 6. 9� / I � 1 ` �� g ER\G \ 4 \ \.._ 2� � ��. 1 \ \ .•�'�-� PHASE '/I� I N / \ \\ / i ....• o ......... 5 > ^ ( a \ FG:2668.35 • • - \ L65' 1\, \�'\ / N �•01° ♦ FG:2666.18 \ -/ `_ \ _ I / - / \ �0 .• .- �- \ \ n / FG:2668.51 ` 1 I 1 ) -�/ / `\\ \ .J / -- / I CON-MATCH AC:2668.80 \" �'� \ \ TOB 2666.85 1 ( [/: /\m \ \ / -2669 / I \....\• \ 1 \ \ FG:2666.72 6 J s \\ \ \ / /, / F \ FG:2666.00 :x c \ / \ [ l ' 6 ) > \ I .• •• .• - g \ \ FG:2666.17 \ ° TOB 2667.00 1 _ �j 2.0:11 ( �� \\\ \ 1 __ I \ ` 66e \ \\ \ \\ -oio N M o.3°i - 18.0°i°� (� // III \\ \��/ / I I I \ // // _2s7o-- - l \ • `. \FG:2666.23 \ \ " •`� \ 1 o - �- \ 1 :11\ FG:2668.70 \j I I / /- - \ TOB:2666.05 0��/, N MIS^ -5' /\ jN'.695413.38 �\ B I \ A \ \\ \ \ \ \� \ dS \ \ L __ L _ - `� s-'• E.2453096.48�c \ / ( _- \ \�.\• \\ \ 3 \ 19-2 FG:\65.81 \ 0 1.0% \\ / , //\ / // I \ // FL:2666.16 o FL:2666.76 :,�.. .,.:,' �.<..... / o \ \ \ \d 2 23-3 ' FG 2668.73......\.. �.� _ ------ \ \ / ..........�..... co C� ::•.;,:.... .. .......................\..�.. �...✓.l.. N....... ..........:...........2667................................................................�` o �....., .. •....\.............. ................. I N \ \ \\\'•... \ \ \ \ FG:2665.48 • \ `. "`• \ •1089 �� \\ \ •••...\............... ...... :...�.... .... .. 1 / / a lo \ \ \ \�\ `'. \ ?662. '� \ \\ \ \ r�s ;` \ /PI 4P1 go 4P1 ? :-''% �Il / \\ �/ \ \ \ 1 om z. \ 2668....... a ol ... \ \ ♦ :' FG:2666.26 - - �.I.- ® /�t9 /\ FG-LO\2664.31 A \ \\ \ FG:2665.14 ♦ N �\ / / �N / Fq / \ FG-MATCH:2664.81 \ \ \ ':\ \ \ I ♦ \ 8w / ( z o o \ \ \ \ \ 20-2 ::`♦ 1 dS � o � : '8W 8W 8W �g \ \ q \ \ \\ ♦ \ \ ` �� W ,'~ 8W N 18W 8W W \ I aZ FG-LOW:2664.31 \ \" \ \ \ ♦ / \ ?. ,: / / / // - Z i �1 I �� W11vNIPEG ST. ,/ /2670 �\ I j\ I D �z �\ \ \ \ \ ♦ \ FG:2666.69 S ,8 - $S t 1 \ / -'W w N J \ \ \ \ \ ♦ ? / / - --LL--/ - -- -- -- -- -- -- -I - W � \ \ � \ \ 3 \�:\ � FG:2666.47 � \ / \ __2_- ---� � /�• � / I W I � \ ?669.. 1 ` I �� : � lo ' 2667.52 ----------- FG: - Nv=zs \ zz / �� 2668.........�. . ... -- � rob . ................... I ....�\..\.........V,/........ ...........�,� ��......�,�.._...�5,.,:.......�........o... ....................................................................................:• �� \ FG:2665.53 \ c\ \ _ 2 9 / Ilk \ 4 q \ \�\ I 2667......... \ \ / o 666....... ............... ? �3 FG-MATCH:2665.03 �......... \ o 0 \ \ \ FG:2666.91. ? 66S • \ \ m� Z \ �4.� \ \....... o FG-LOW:2664.53 `r' �g ao+, o � Lu w - cow \ PF 2667.35 1 ?ssg GRAVITY IRg �'•., \ ' •\ I - co 10 Y \: �, X �� 6j �. FG:2667.75 -38.7% ?66?...... \ 9 VAULT �,:`\ \ :� \\'•..\\ I I CANNOT F Q a m Zir / 66 �/` \ 26 �':�\ \ \ PIPE END J o o 4 q \ ✓ �, 22-2 - %; <... �� \•., \ ti� \ �., \ \: \ v � Y N m / \ � ■ uir ■ �,■ ■�■ 1 >r� ■ ■ iMEMI ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ '•■ ■,i ■ ■ ■ ■ ■ ■ rrs■ ■ ■ ■ ■ i:�i:r ■ i:�r■r�rrr■■ r■ ■ �i 3■ f'�■ ■\ � ��■�■�■ ■.■` "■l■ i� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ I 0 w W MATCH LINE SEE SHEET GDA Z a a JOB NUMBER: N a IDB2099 GRADING PLAN - AREA C � DATE: 12-18-20 SHEET NUMBER: 0 20 40 _j FEET GDm3 w w wZ ss 00LL MATCH LINE SEE SHEET GD.3 w _a - > � � 3T =_ - ■i ■��■ 2. ■ � �■ �17' . ■ ■ ■ ■ ■\o■ ■ ■ ■ ■ ■ ■ ■ ■ ■ A.� ■ ■ ■ ■ ■ 0/■ rr■ ■ ■ ■ ■ as F■ ■ ■ ■✓ ■ ■ ■ ■ ■ ■ ■ ■ ■ 7-- FG: ■vq ■w' r ■ ■ p-mtsm•.14 ■ p"'p.all.m... ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■f��■ ■ ■ ■ � ■ ■ ■ 0 =� -�2.V-8�ti :, 2665.72 \ \ \ /� ° �$ N s$ `\ \' \ \\ \ :�7a - �¢ Fq A\ •.. ••• 26, II' 2-��.• - m `\ �f'/l ��1 V..\ 6 �\ - _ �3 O FG-MATCH:2666.74 \ y \ s �� ,� "'I•..1 �: �N \-- \\ \ \ \ \ \ \ \ l - a !a \ •Oa \ \ I a _2661 \\ \\ ''., •9.0,0.` �•. \ \ \ \ \\ \ r'rn \ a� �'- E _ O 05 1 \ 1 // d01 \�\ ? , 'YF 4�p �gi�•.`\\ \., \ \ \� 666 ?6] \ ¢ - z \\ \ q q \ FG:2665.41 \ FG 2666.10 FG:26\.60 I I 1 dGl I\\\ ?.:\ 'sF \\\\ \ \ \26 \ \2669\ o\ \ F �2669\ \\ 197°/-- ..... / --,-0.9% \ ) I i26 ° /- - ----2660- -\\\\ `,\2BB' \ �stp '\ \\\\ 66 \�66>\ \\ \ \\\ \ \ \ \ e I\.....-.-.. -.... ... 266 - -- _ -- --- W--� \\ - - - 6�1�.......t... ` 1106''`• •. .• `•' c 266, 266 \ \ \ \ \.. o e '�: / FG:2663.31 // 2659 W \ ._ \ 26 rr\ S, \ \ \ s \ Spy S O �....�,...:` ° _ 2665 6 f AF •....... 3.7/0 \ ...-2.3%.................. ................o...�N _ o~ \ \\FG-MATCH:2666.65 - �� _ \ \" / / \\\ \\ ''.•\ \ �� \ \ \ \ \ \ \ +' a a d a \\ `V�26\92' \\ ...`T`__ \ �T :.. :�_ \ D / / \�\ \\\\\,'.•• '':\ `�\ \\ \ \\ \ \\ \ \\ \\`/ 2 Eas y o \ \ \ y o Noa E d S d N\ Ic Idt \ Id \\ \\ \ \ O = o T N N \ \ > Q \ Legend __ a E0. a. \ \ \ .• 1 \ \ `�' �� :I :I II I `�\ \\ \\`'• \ \ \ 6 FG: FINISHED GRADE o \ \ \ \ I I 24-2 \ \ \'.. \ \\\ \ \\� EX-GND: EXISTING GRADE TOE: FINISHED GRADE AT TOE OF SLOPE TOB: FINISHED GRADE AT TOP OF BANK \\ MATCH: MATCH GRADE \\ \\ \ \\ \ CON: FINISHED GRADE OF CONCRETE I I j., r \ \ \ CONTACT DMINE \ 6 \ r� \ �\ \ \ \ \ FL: FINISHED GRADE OF FLOW LINE \ \ I 1`'• \ '. \ r �\ \ \ \ \ �`\ 48-HOURS POND \ \ ��' `... BEFORE DIGGING :. 1-800-342-1585 EXISTING WATER �- \ \'••' .�� Keyed Notes A. \\ \\ ,\ \:\ o\ I\ LEVEL=2658.75' \ _ y HIGH WATER +/- 2660.60' 6 s� \ \ I \ \ \`': \ :\ \\ -___ \ 1. GRADE BREAK. W \\ ---J \ A 6T AND OTHER 2. GRADE SWALE WITH LOW POINT ON LOT AS U I \ , \ \':• \ \ \\ -2659 RP E�1D TO J Q s u EWST SHOWN. J 2 \ ss�H :�sss.8z\ : \ :\ \f I / �ti \ W VE 3. ASPHALT IRRIGATION ACCESS ROAD -SEE I'll T ?1 265697• \ •':\ \\ F I // : \ O z INV=2668.58' i \ •'.\�\\ /; 1/GDA) Q O �� I\ i.� �' • S\ \\ \ ,\o\� �� ///' ///�x\ 4. GRAVEL IRRIGATION ACCESS ROAD -SEE Q wi. :., \ 266\\6S , p/ �oP 2IGD.4) E Q_ \ o -266 i Z661 \ co 5. GRADING CATCH POINT -2:1 CATCH SLOPE. W Z) 0 \ \• ,2s p / ••; :� 6. MATCH GRADE AT PROPERTY LINE. co O Lu \ :\ S••...\ __ _ ..tip ��' l:� 7. MATCH EXISTING GRAVEL ACCESS ROAD. -gym -- - / :•••' g62� \ Q \ 6 _----=- -- TOP /�,....... �7 / z 0_ \_ 6 \ :6�� --- \� -- 266Q\ 2 9 GRADE SWALE WITH POSITIVE DRAINAGE AS _ j. •.... // 2 ._ 8. RETAIN & PROTECT EXISTING FENCE. \ r__ _ - . .... / 66 �'�l W Z • \\ w \� :\ ..... - SHOWN -` 266 \ ----� �'/......... 663 - Lu ... F J \ - - � U X Lu \ / 2664 z a X -.......----- O cf) _- _ X-........ X /............ / �6 O d ..y._... / SS � - ----- - ' - - - X ON L 3 ASS\ G\STE F� "CO I 3 12-18-20 .2� N - ��ss K O ERo�S�� GRADING PLAN AREA D 0 20 40 FEET • , • • • • • • .• .• '• • • • • . • O a a • • • • • H O >- r V H H w w w W • ' 1 � o > � cl) co a 0 14.00' 0 0 14.00' • = LL w GRADE TO PROVIDE POSITIVE DRAINAGE AWAY p w GRADE TO PROVIDE POSITIVE DRAINAGE AWAY O x 2.00' 12.00' 2.00' = 2.00' 12.00' 2.00' a v_> FROM ROAD(TYPICAL ALONG CORRIDOR) a0 52 FROM ROAD(TYPICAL ALONG CORRIDOR) 8 FG-MATCH:2665.34 O LL LL FG-MATCH:2672.85 o z w z 8 FG-MATCH:2671.88 = LU � � FG-MATCH:2671.40 \\ FG.MATCH:2669.95 O LL Q w 10 �+, �•-X - 1- x o 0 4% SEE PLAN FOR SLOPE 0 4% SEE PLAN FOR SLOPE o w -- 664 _ 266,5 -t$ - ��X -- -EP 2664.11� 266 - - ��-�1 \ G I10 / 2611 _2612 _ .2613 i / \\/ /\\ - EP'2664.98 EP:2667.14 - ° �'`� _ ° 0 0 0 0 0 0 0 0 0 0 \ _EP_2667.80_ -_':/�� - -- qR _ -_ 6�4- Z615 --- \/ \/ g� -y ----_-w 2s6s= T___-- ------ - --- 2s65_=_ ___PARR LATE _ -=-�` --_ -- __z 98 /\/\ o o a o o a o o a \//\/\/ /\/\ zo ?ILL- � - = :' -=�_- 'r-2675.E'......- $ �� ` / y � EP:2671.12 / / / / // -=2665_-EP-- 18G1�. zz 0 CD cV -- -- G 3p COMPACTED,PREPARED SUBGRADE-OBTAIN SUBGRADE APPROVAL COMPACTED,PREPARED SUBGRADE-OBTAIN SUBGRADE APPROVAL &g E..• `EP EP 1 w p ----- ---- �/ EP EP:2671.00/ - - FROM OWNER'S GEOTECHNICAL ENGINEER OF RECORD PRIOR TO FROM OWNER'S GEOTECHNICAL ENGINEER OF RECORD PRIOR TO zz EP 4 r� GRADE TO PROVIDE POSITIVE DRAINAGE AWAY PLACEMENT OF ANY FILL MATERIALS GRADE TO PROVIDE POSITIVE DRAINAGE AWAY PLACEMENT OF ANY FILL MATERIALS cn oz EP:2664.86 P:2667.00 �. EP:2667.68 �. > �- t- EP w FROM ACCESS ROAD(TYP.) FROM ACCESS ROAD(TYP.) w w� i N- W m"•'brO� EP:2664.12 -_ - tiPl� 1p- 261� -mil • �' � W "--- ,26 / E E 1 is - .�•,•.. ,,•...........•' co 0 0�,.2g69�1�2612 �- / COMPACTED TO 95°/ MIAX DRY DENS TY ER STMAD1 57S COMPACTED TO 95°/ MIAX DRY DENS TY ER ASTMAD1 57 =N ��•••�" gyp\ o,' ......'••• _ -4PI . ,. ...., :` E. LLI4PI_o `'` 674- COMPACTED TO 95/o MAX DRY DENSITY PER ASTM D1557 COMPACTED TO 95/o MAX DRY DENSITY PER ASTM D1557 N � I • 1 '..................\.....................................- 67g...,o ..�.... 4"THICKNESS OF Y4"MINUS CRUSHED AGGREGATE BASE 6"THICKNESS OF Y4"MINUS CRUSHED AGGREGATE BASE a z 2673 LLI -- Z �•' ,...••• ,,....•L.•� y............ .......... ........ \ ENT _- -4- \ 2.5"THICKNESS OF ASPHALT PLANT MIX PAVEMENT J� J % \ FG:2668.55 FG:2668.89 """"' \ �-J- HVEEM CLASS 3,112"MIX DESIGN WIPG-58-28 Ua W _ FG:2668.43 N:695985.37 1 ........... \'• \ THE MAXIMUM ALLOWABLE RECYCLED ASPHALT PAVEMENT(RAP) U N:695985.03 \ 1 : •• .. / NOTES w3 \`- E:2453216.30 --2671- 5 - - - -- _ \ SHALL BE 17%BY WEIGHT OF TOTAL BINDER : :: Q E:2453192.84 - ........\......... .... __::. o FG:2669.94 \ ..........\......�...:�.............. .........g... :::: :. \ 1. ALL BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT Q � FG:2668.89 - -- ----- 2670--- a� N:695977.40 FG:2669 M. ""= GEOTECHNICAL REPORT. �3 \ .... •o..... NOTES FG:2668.48 -- - E:2453269.10 - ....... �.;, o0 N:695975.54 \ N:695973.06 \" 0 3 FG:2668.50 1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND 2• AGGREGATE BASE MATERIALS(314"MINUS CRUSHED AGGREGATE&3"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH Z -- - \\ FG:2669.89 \ E:2453297.89 �.. • DIVISION 800 OF THE ISPWC. 1114 - E:2453173.05 - 266 � -, ` \ \ I 'I"•••� I FG-MATCH:2677.70 THE PROJECT GEOTECHNICAL REPORT. W 9\ FGi2669.92 FG.26 9 1 "' N:695965.62 2. ASPHALT PAVEMENT MIX DESIGN SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 810"PLANT MIX PAVEMENT". 3. ALL SUBGRADES,STRUCTURAL FILL,AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE w/ \ 1 N:695967.13 I E:2453347.175 PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. ii / \ 1 \ \ E:2453337.19 I 3. AGGREGATE BASE MATERIALS(314"MINUS CRUSHED AGGREGATE&3"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH Q \ 1 I \ I I DIVISION 800 OF THE ISPWC. 4. ALL SUBGRADES,STRUCTURAL FILL,AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE GRAVEL ACCESS ROAD 2 Z _ Lo PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. /± a 5 v w 5. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. DENSITY TESTING ^D.4 a m o 00 I I I II li I II I II I CONTACT OWNER'S GEOTECHNICAL SHALL BE PERFORMED RANDOMLYREPRESENTATIVE 8 HOU S PRIOR TO PAVING AND ARRANGE FOR COMPACTIONCROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S TESTING ESTING AND COREHNICAL TATIVE. w ¢ co =v z SAMPLING. /A o w w o-� Q� V a a Q N z JOB NUMBER: GRADING PLAN - AREA E ASPHALT ACCESS ROAD °a iD NUMBER: 0 20 40 DATE: 12-18-20 FEET v SHEET NUMBER: ui w GDA w J .3 L — ��// — 00 IL L 9 c _ -Lu - pU ' w/ a 3 2 _ _ O WN a 0 -°30 - =L _ o aU 0E - o - 10.00'PUID EASEMENT 47.00'ROW 10.00'PUID EASEMENT - a a 33.00'TRC TO TRC C/L - - 16.50' 16.50' - - 2=w �c� c c 3 w N a o N Q d c E 2.00' 5.00, 2.00' 2.00' 5.00' 2.00' .75%+/-0.25% 1.75%+/-0.25 o V _ v� —� 2% 2% / / / / / / / / a a�d /�vV/V/ \ \ \ \ A/\/\/�/�/\/�//V//V / o � . 'V� VA VA V� V� VA V� V� vyV�jV�jV�jV�jV�jV�jV�j� a s E - // // // // // // //. L_ p � \ \ \//\//\// //\// // a c o \ \ \ \/\/�/�/�/\/�/\/\/� \ /TYP. CONCRETE SIDEWALK // CONCRETE SIDEWALK r PER ACHD SUPPLEMENTAL 2.5"THICKNESS OF PLANT MIX PAVEMENT (1/2"SP-3 MIX DESIGN 58-28) PER ACHD SUPPLEMENTAL =Y o STANDARD DRAWING SD-709 COMPACTED TO 95%OF MAX THEORETICAL DENSITY STANDARD DRAWING SD-709 V U a a 4.0"THICKNESS OF%4'MINUS CRUSHED AGGREGATE BASE d d - COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 3"ROLLED CURB(TRC) 3"ROLLED CURB(TRC) N N _ o PER ACHD SUPPLEMENTAL 14.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE PER ACHD SUPPLEMENTAL a o a STANDARD DRAWING SD-702 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 STANDARD DRAWING SD-702 d __ _ }a STRIPPED,PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 NOTES , 1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS APPLICABLE ' THERETO. 2. THE ASPHALT PAVEMENT MIX DESIGN SHALL BE A SUPERPAVE 1/2"MIX DESIGN(PG-58-28)AND MEET THE REQUIREMENTS OF SP-3 PER ISPWC SECTION 810"PLANT MIX PAVEMENT". 3. AGGREGATE BASE MATERIALS(3/4"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. 4. ALL SUBGRADES,STRUCTURAL FILL MATERIALS AND PLACEMENTS SHALL BE APPROVED BY ACHD PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. CONTACT DMNE 5. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS 48-HMRS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. BEFORE DKnNC7 6. THE ROADWAY SUBGRADE SHALL EXTEND 6-INCHES BEHIND THE BACK OF CURB. 1-800-342AM TYPICAL ROADWAY SECTION ATTACHED SIDEWALK - (33/47) (LOCAL) w J Q 1 J = a RD.0 O= z0 W 0 z w co Z0 O U � = Q 2Lu z w Z 37.00'HALF WIDTH ROW Q w J _ w 0 17.00'CENTERLINE TO EP O = w L w U Z O O ~ w Q O a F_ w Z Z U Q X LU Q 0 ° / 2.00' MIN. 3.00'w w GRAVEL w 3.00' w SEE PILAN ��\�/\\//\�\ \ G\STE 13.00' 4.00' SHOULDER / //j/ _ — _ _ _ _ _ _~ - - - - - - - 2.o°i° 2.o°i° 3. 2 s�Qj /j J�� 121820P�� - - - - - - - - - - - - - _ - - - - - - - - — ~ �- //\\\/\\��\ ��ssKoER /1 00' 1711 0 , \//VA ��VAI1VVAVVAVAA/VA/VA/VA/VA/VA/ / / DRAINAGE WINDOW 5.0"THICKNESS OF PLANT t�V�MENT (1/2"S�-3/M �D � �� Y�/ /` ° ° /\EG TO FL f� SEE PLAN FOR LOCATIONS • • COMPACTED TO 95%OF MAX THEORETICAL DENSITY \ \ \ \ \ \ CE \ \ 2"FRACTURED DRAIN ROCK \ SEE SD.3 FOR DRAIN ROCK SPECIFICATION - '• c. c. 4.0"THICKNESS OF%"MINUS CRUSHED AGGREGATE BASE \%AA\ VAA VA V • ;. ;. ,. COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 00 00 ,c • \ \ m ` 1.00'MIN. • • • • • 26.0"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE GRAVEL SHOULDER //\// INTO POORLEY GRADE ' COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 &FORESLOPE \/\\ ' \ GRAVEL WITH CLAY • ' 6"THICKNESS OF 4"MINUS /// � j \ AND SAND 2 INCHES/HR co �� STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL CRUSHED AGGREGATE V � \ co • COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D698 � 18"THICKNESS 4 OZ/SY NON WOVEN GEOTEXTILE FABRIC w ON SIDES ONLY-TRIM FABRIC BELOW FINISHED GRADE 2.00 ASTM C33 FILTER SAND a a SEE GEOTEXTILE SPECIFICATION ON SD.3 ow Qa �a z NOTESQa o 1. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS APPLICABLE THERETO. g� U U 2. THE ASPHALT PAVEMENT MIX DESIGN SHALL BE A SUPERPAVE MIX DESIGN AND MEET THE REQUIREMENTS OF THE ISPWC SECTION 810"PLANT MIX PAVEMENT",AND ACHD SUPPLEMENTAL �m SPECIFICATIONS.. 00 oa 3. AGGREGATE BASE MATERIALS(3/4"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED AGGREGATE)MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. 03 4. ALL SUBGRADES, STRUCTURAL FILL MATERIALS AND PLACEMENTS SHALL BE APPROVED BY ACHD PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. ag 5. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. DENSITY TESTING SHALL BE PERFORMED g RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. > �ci Lu w> �a �r W. VICTORY RD. WIDENING - (17/37 ARTERIAL) 2 J� RD.0 ow Y� �3 0 Zc 3 O a3 0 O 1,31 1_ /Lu A U Z � jw = rn Q W c0 Lu Q co Zcl0of W O N N m w Q U X Z 0 LU W d L H a 0- JOB NUMBER: IDB2099 QDATE: 12-18-20 SHEET NUMBER: ui a~ RDm0 w 0 u) � - wz 00 .5 mE� yEc U o a T _ W` � ' T / w S 3 - -f _ LL 3 _ q a O \ -o \F, E.G. E.G. E.G. E.G. E.G. STA:7+02.95,113.31'L i - Keyed Notes a _ O �.� o - MATCH LINE SEE SHEET RD.3 �.� �E'G. CON:265s.os 10 �o N ' G STA 6 92 1 08 14 - " I E E.G. E.G. 0 3- G3 J3 G3�J3 G3-- G3 �'r a 3��8T i' o I X _ + 0'1 L 1. 3" ROLLED CURB AND GUTTER(TRC) PER ACHD V - \w. I 47.00' I G 3 G CON:2659.18 / r o r ' DLM DM F� RRau STA:6+46.58,98.94'L MP MOUSE i-- - - : : : : �c 33.00' - _----- --- ----- -----1-1-------- ------ ----- - ----------------- -_--------- 2. CONCRETE SIDEWALK PER AC SUPPLEMENTAL - - SUPPLEMENTAL STANDARD DRAWING SD-702 " CON 2659 68 2 HD UP = -� l --'- ------------------------------- y STANDARD DRAWING SD-709. - o �¢w .3� E I:O: : : : : N 3. CONCRETE PEDESTRIAN RAMP PER ACHD 5 o l'•„ / \ STA:7+25.48 129.04'L y U o 2 N CON:2659.90�: x SUPPLEMENTAL DRAWING SD-712H, TYPE H2. s ' ' n c / \ o - off PROVIDE TRUNCATED DOMES PER ISPWC SD-712. THE T I STA:4+42.42,97.54'L o STA:4+52.34,98.00'L \ STA:6+40.58,73.97'L c d a aQ 2 I '• 3 STA:3+43.66,88.86 L CON 265918 /�'' "' "'' W PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED s o EP. 1+16.67,42.51'L 2 LIP:2668.60 CON.2 59 4 CON:2659.37 ? / / 1.5%. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE d o o / N / O 6S9 6/.2 O - � E3 � G TRC:2668.43 2 �O- / / / _z D IL v - _ Q SHALL NOT EXCEED 12.1 NO TOLERANCE IS ALLOWED 3 w : : / •.. / / a ga ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE _ LIP:2668.65 / �¶ w c a� + STA:3+25.41,68.93'L // // / STA:5+98.95,41.64'L �n z DETAIL ACHD SD-712H/RD.6. SEE SHEET RD.5 FOR a c E d o s d CON:2659.34 / / EP:2660.15 a o i N F x PEDESTRIAN RAMP GRADING. v U N } /F~ 4 m 6 / // 4. CONCRETE PEDESTRIAN RAMP ACHD SUPPLEMENTAL Q a / STA:5+72.08,21.50'L �� - .:`I A:3+25.41,21.50'L 4+14.92,16.50'L i/ 266� DRAWING SD-712G MID-BLOCK. PROVIDE TRUNCATED 1 ` I STA: // EP:2659.94 - 05 a o N T reo 1+42.51,16.50'L TRC:2658.12 / / �ss a DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP N z CON:2659.74 TRC:2669.12 3+19.92,16.50 L / 4+57.42,16.50'L 4+99.93 16.50'L �6 w o rn _ y 1+18.50 1p� , O, CROSS SLOPE SHALL NOT EXCEED 1.5/o. THE C E 7 ° TRC-VERIFY&MATCH:2659.85 p s / 7 TRC:2658.33 TRC:2658.90 STA:6+86.51,21.50'L 7+25.98,16.50'L ca o - o ' CL:2668.65 7 2�S% o M-265,.E 4+14.92 / s s S PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL NOT _� ' _ S.GARIBALDI PL. 4 IL 0+70 1+003SD 65 M + o €4P1 2 CL:2658.20 4P / 2 `. 4P1 4P1 4P 4P1 2 EP:2661.47 TRC:2661.92 EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE m L•�-- 1 70 - - 4N1- - 4P 6 - - - - - - - - - - - - - _ _ _ _ _ x INDICATED SLOPE REQUIREMENTS. SEE DETAIL ACHD �• SD-712H/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP L 2 10 CL 2659 9 8 1+42 49 3+19 92 1+ 0.00 1 - C 669 3 GRADING. 1 .......... " CL:2668.94 6.50 R _ CL. 8.74 Q0 2 DER DR 8W 8 8 8W 8 8W W 5. ASPHALT PAVEMENT SECTION (SEE RD. ) 11 � 9 ? ............ •. 3+00 1 2�.......... 3+63 94 ...... 658...... 5 ••,.... ....• 1+42 49,1 •265 6 vv B• • ' 1+14.50 '�. _ � W �.. W � 8 rvS,RUCL N o 0 4+ S.CONT N . 1 5+00:...- ti ,.ti +00 ti�, 1 S 0 . TRC:2669.12 UNDER n eh +00 6 """............"""" •2670 CL:2668.65 10 1.' ED 12 < � � � M 6 0+0 � THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN 2 - SS 5 1 S - 4+07.95 S 4+57.42 8 as M - CROSSING SHALL NOT EXCEED 1.9% IN ANY DIRECTION. �.•'. 9 I CL:2658.23 CL:2658.41 .. 8 S 1 8 S 5 8 S 8 S 7+25.98 11 C L:2668.52 � 3 THIS REQUIREMENT DOES NOT HAVE A TOLERANCE I CL:2662.00 ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY CONTACT aGLINE 33100' 6'00' - - SHALL BE REMOVED AND REPLACED. 48-HOURS •V=285]. �; a - - - - - 7. SEE STORM DRAIN ON "SD" SHEETS. 1+16.49,42.49'RI 2 I 3+20.00,16.52'R o 2 ' o ? 6, - 10 �• � BEFORE ac�ING TRC:2669.28 I TRC-VERIFY&MATCH:2659.85'"265]s _ ---_ j •\° 2 r- 3+80.18,16.50'R <,,� o �_- -- 2 7+25.98,16.50'R 8. CONCRETE VALLEY GUTTER PER ACHD -800-.342-1585 I TRC:2658.39 --- - -- --- --- -- -- - -- 4+14.92,16.50'R 3 R26p0 3 TRC:2661.92 SUPPLEMENTAL STANDARD DRAWING SD-708. 1 I I I TRC:2658.12 D 5 I I I ::. s ri I 4+76.82,28.86'R I I I I x 9. CONTRACTOR SHALL VERIFY EXISTING TRC, LIP OF 5 s� I I 33.00' 5+24.92,16.50'R 5+64.92,16.50'R 6+04.92,16.50'R 6+44.92,16.50'R 6+85.41 16.50'R FL:2658.30 I I` I I GUTTER,AND CENTERLINE ELEVATIONS PRIOR TO N TRC:2659.23 TRC:2659.77 TRC:2660.30 TRC:2660.84 I TRC:2661.38 :� I ° 4+40.92,42.50'R w w START OF CONSTRUCTION - NOTIFY ENGINEER W ® i.. 4+99.92,16.50'R z IMMEDIATELY IF PLAN DISCREPANCIES ARE NOTED. TRC:2658.64 4+57.42 1 4+73.92,42.50'R J Q I I I CL:2658.76cn TRC:2658.64 TRC:2658.90 i J 2 , ... i o 10. TYPE II SIDEWALK TERMINUS BARRICADE -SEE SHEET a I I 1-2 ................ 2-2 2 1 W 1 2 :' .1 1 z SL.2. O Z W- I I I I 1 z i 7-3 I 6-3 I 5-3 I 4-3 1 I 3-3 I :' ri a s = O m I I I I 11. TYPE III ROAD TERMINUS BARRICADE -SEE SHEET SL.2. Q 0 i I I m I I N x 12. SAWCUT 2-FEET MIN. OF EXISTING ASPHALT PAVEMENT - I a I I n 00 i PERPENDICULAR TO THE ROADWAY CENTERLINE. p Q MATCH LINE SEE SHEET RD.3 I t'.. I I i; w Z) o I II, I I 47A0' `1 W Notes 4( MATCH LINE SEE SHEET RD.2 z 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 Lu Z A MINIMUM OF 24 HOURS PRIOR TO REQUESTING 0 w J INSPECTION. Q F U N 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS = p S. GARIBALDI PL. (STA 1+00 TO 1+42.49) S. CONTENDER DR. (STA 3+19.92 TO 7�25.98) LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY z o Z SHALL BE RE-EXCAVATED TO NATIVE SOIL AND o a 0 30 60 0 30 6o BACKFILLED WITH STRUCTURAL FILL PER ISPWC FEET FEET SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR SS\0AL FNG ENGINEERED FILL PER ISPWC SPECIFICATIONS AND p��' �G\STE F "CO PROVIDE A COPY OF THE COMPACTION TEST REPORTS. 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN ASPHALT PAVEMENT AREAS. 3 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND O� 12-18-20 PIPES AS REQUIRED TO COMPLETE THE NEW �, 9TF OF �OQ IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE ASS K ER\��S� TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN _ - UNINTERRUPTED THROUGHOUT THE DURATION OF ' • 1• 0 • CONSTRUCTION. '• . . . CO :. 1• 0+80 1+00 1+80 2+60 3+00 4+00 5+00 6+00 7+00 7+40 ' •• •• '• • 2676 2676 _ 000• o PVI STA:3+63.94C\l co " o • c PVI EL V:2658.40 • 2668 2668 ato ' ' LV :88.03 N o H N N M LO M + O fn II II O� O> Cf N ~ N 2672 0° J Lu J 2672 � o IIco Q 2 z �o M N N II o w U C) U CU U' Lu -go > > > > >� m m W W ai 2664 2664 ol ul) 2.00% 1.91°/o + N z G u gm ■ oo 2668 \ 2668 \ N ~ ^N oa N II m \ -3.47% Cm9 w ti g a5 N O Z �_ / 1.34% q o 2660 �-- 2660 + ~ W w O =O 9 �Y I 2664 2664 p + ao L---- + M =o -0.4 % SDMH-P1-1A 24"GIRR r a DI-PI-10 a F ow 2656 DI-P1-1B 2656 ( F p y . SDMH-P1-1C AO. o 2660 2660 a � Z � W J0 2652 2652 m W F U . GA IBA DI L. a c Q >T� Y 2656 2656 V' C� a m ir z o (050 o�00 HOR Z.SCALE:1"=30' y yL) ONZIe VERT.SCALE:1"=3' S. CONTE DER D . ( TA +19 92 O �25 98) ERT.SCALE:1,'=3'0, ■ o 'L 2654 2654 2648 2648 a a 0+80 1+00 1+80 2+60 3+00 4+00 5+00 6+00 7+00 7+40 14 49 JOB NUMBER: 0 o IDB2099 O O DATE: 12-18-20 SHEET NUMBER: Li W RDml W _E! w z 00 .5 LL P: s-2 t t-z ................. 0 C) .......................................... ......... ................... ................... ................................. LLJ 7- 9 "fil t .......... ......... ............................................. > -0 4PI 4PI Pl 4PI- Z5 ............................... ............... *******'************** 0 ............ L....................................................... s (L Z ....... ...... ............... dt, .................. ....................................... ............ < 0 2, s-K ---- --------- --------- % 33 Keyed Notes tZ _E E 6-3 ........................ n / 1 / 1. 3" ROLLED CURB AND GUTTER(TRC) PER ACHD -A 1+16.50,42.50'L SUPPLEMENTAL STANDARD DRAWING SD-702. > ti 1B PRIVATE SIDEWALK SEE SHEET GD.2 1+28.86,19.39' TRC-2658.90 L 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL FL:2658.30 STANDARD DRAWING SD-709. I 1 0 C'v Z_ R26.001 1+42.50,16.50'L 3. CONCRETE PEDESTRIAN RAMP PER ACHD II I 3 TRC:2658.64 ....................................... 9-3 10-3 11 3 12-3 13-3 14-3..... SUPPLEMENTAL DRAWING SD-712H, TYPE H2. 0 C�. PROVIDE TRUNCATED DOMES PER ISPVVC SD-712. THE 7-3 j 7 15-3 PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED z-f IF E�2+17.96,16.50'L -/ 1" - 1.5%. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE 8 .2 0 Vo. TRC:2658.94 a; 8_3 SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED LL t; U CL-2658.41 co --a -, ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE 16-3 N - tV 's \/// / 6 �`so ?659 // 5+44.96,16.50'L 5+48.96,16.50'L DETAIL ACHD SD-712HIRD.6. SEE SHEET RD.5 FOR 2+25.62,16.50'L 3+53.62,16.50'L 4+14.62,16.50'L r.L a 2+79.84,16.50'L TRC:2658.97 TRC:2659.48 TRC:2660.25 TRC:2660.27 PEDESTRIAN RAMP GRADING. 4 TRC:2659.73 TRC:2659.19 1+18. 0 5+78 06,16.50'L 4. CONCRETE PEDESTRIAN RAMP ACHD SUPPLEMENTAL - >.bt 17-3 4. C4,&1,41 6+30.66,16.50'L (CL:2658.12 j 6% 5 2 3+12.62,16.50'L_ 3+94.62,16.50'L 4+56.53,16.50'L 4+98.53,16.50'L 5+41.44,16.50'L TRC:'2660.38 DRAWING SD-712G, MID-BLOCK. PROVIDE TRUNCATED 32 TRC:2659.65 TRC:265 9 TRC:2 59. TRC:2660.06 TRC:2660.,24 DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP cl) z B. TRC:2660.84 ♦co 6+13.90,16.50'L CROSS SLOPE SHALL NOT EXCEED 1.5%. THE 5 .10 E TRC:2660.64 6+51.95,16.50'L N T 18-3 PEDESTRIAN RAMP LONGITUDINAL L HALL N CL:2658.76 ----2+17.96 TRC:2661.16 i Loj EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE ............................ ... -8 �w 8 w CL:2659.02 TRC:2658.12 E�vT 8VI 8w 8 vv l8w- 5+75.98 INDICATED SLOPE REQUIREMENTS. SEE DETAIL ACHD 3 6+91.95,16.50-L SD-712H/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP / / TRC:2661.921 CL:2660.46 8w 3+00 4+00 ....... S.CABIN CREEK WAY b. E-) -42 5.50'R 4............ 8.5 .50, 8s ss, ss fod,w _8� ab 5+48.96 5 Go Ix...... CL:2659.27 ......CL:2660.35 7+32.00,16.50' ............. ...... 2-2 ...' -1 1 � 6. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN TRC:2658.64 ............ to 8s 5. ASPHALT PAVEMENT SECTION (SEE RD.0). 5 GRADING. 1 V2 cD .................... ....... .... L ♦ 2 TRC:2662.71 2+17.96,16.50'R CROSSING SHALL NOT EXCEED 1.9% IN ANY DIRECTION. .00, TRC:2658.94 .. ................ 6+23.37 ♦ THIS REQUIREMENT DOES NOT HAVE A TOLERANCE 2+48.9 16.50'R CL:2660.81 5 ♦ ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY COWACT DKLM ,21.50'L 00, TRC:2659 26 6+30.66 SHALL BE REMOVED AND REPLACED. 4+40.45,16.50'R 4+8 9 TRC:266 16 .50'R 7+7 .07 )1.45,16.50'R 5+63.70,16 - 48-HMRS 2659.74 2+79.84,1'6.50'R 3+18.94,16.50'R 3+59.44,16.50' 4+00.00,16.50'R 0.95,16. 0. TRC:2660.32 CL:2660.92 Vo" BEFOFE MaNG ...... ................... TRC:2659.19 TRC:2659.35 TRC:2659.51 TRC:2659.67 TRC:2659.83 TRC:2659.99 - 1>***o,* t�v 7. SEE STORM DRAIN ON "SD" SHEETS. ............. 5+44.96, 6.50'R 8. CONCRETE VALLEY GUTTER PER ACHD I-800-W-=5 TRC:2660.25 6+30.66,16.50'R 6+70.77 SUPPLEMENTAL STANDARD DRAWING SD-708. TRC:2660.84 5+48.96,16.50-R CL:2661.58 At� Cfi TRC:2660.27 6+40.70,16.50'R 0. 1-2 3-2 TRC:2660.98- ♦ Lu Notes U) 12 2 4-2 5-2 7-2 8-2 9-2 10-2 11-2 6+85.61,16. O'R cy 12-2 _j T_ TRC:2661.80 0 0- 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 Zc 6 7+30.63,16.50'R z ............... TRC:2662.69 ♦ A MINIMUM OF 24 HOURS PRIOR TO REQUESTING T_ 0 13-2 INSPECTION. Q U) 0 ............. I C4 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS ..................... z ........... LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY U) co Lu Z) SHALL BE RE-EXCAVATED TO NATIVE SOIL AND : 14-2 U) BACKFILLED WITH STRUCTURAL FILL PER ISPVVC 0 4. 7-...... ..........................- ................................. 'T............ �e Lu / i .: -------------- ------ ----- SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY ........... 2 id ♦ NATIVE MATERIAL MEETS THE REQUIREMENTS FOR I =ldv idt id-k ENGINEERED FILL PER ISPVVC SPECIFICATIONS AND z t 0 1 0 1 _10 mu Lij 12 PVC- 12 PVG 12 PVC 12 PV 0 z / _ \•� / ♦12 Pvc- 12 PVc_ 12 PVG-�-12 PVC- y PROVIDE A COPY OF THE COMPACTION TEST REPORTS. >_ 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY < 6i U-1 cy T_ WORK WITHIN ASPHALT PAVEMENT AREAS. C) 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND w C) 0 w PIPES AS REQUIRED TO COMPLETE THE NEW z 0 Ql 3: >z . ...... 0 IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF OAL FN SURFACE WATER ACROSS THE S. CABIN CREEK WAY (STA 1+00 TO 7+40) UN REMAIN INTERRUPTED THROUGHOUT THESITE DURATION OF G\ST CONSTRUCTION. 0 30 60 3 FEET 12-18-20 doss OF ERo�S�� CE N 0 Lo Lo Lo r- . . . 0) 0) c) 0 c000 00 00 co co atz! co co r- -0 -c- 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40 > 00 00 0000 00 0c) 0 1 1 1 1 1 1 0 -00 00 cf) C) CN •PVI STA: 6+23.37 0 �2 co PVI ELEV: 2660.64 cf) C\l 0 2668 6000 2668 co LVC: 94.79 a?co to u') I- to I- cc + (o + (o 000% wLo co oz N C2. o Lu THE CENTERLINE > > > >SHOWN TO BE + 6 1 ul 2664 2.5%IS A PROJECTED ELEVATION TO C14 �z o m C.4 + to ESTABLISH CURB ELEVATIONS. THE 2664 zw u sF ACTUAL CENTERLINE PAVEMENT GRADE o o co + co Lo Lo SHALL BE SHIFTED DOWN THE co to C14 c%4 co ' OADWAY ALIGNMENT AS SHOWN TO rn ACHIEVE A MAXIMUM ASPHALT SLOPE co Z5 w 0 10- OF 1.9%WITHIN THE PEDESTRIAN ROUTE o<� 1 00.00 OF THE INTERSECTING STREET. Ju ASPHALT WITH NON-CONFORMING CL:2 i58.41 SLOPES SHALL BE REMOVED AND z % -7 LD 2660 0.40%--\ REPLACED 2660 U) Lu o %woo o do DI-P1-2A zu' 12"C-900 PVC z� --DI-Pl-2B 2656 2656 0� l�r o. -DI-PI-IC W o SDMH-P'1-IA SD I MH-PI-113 z 2652 2652 HORIZ.SCALE:1"CABIN CREE WAY +00 TO 7+4 30' VERT.SCALE:I" I' v W J Lmo CF) (D �! C? op w I < z 2650 2650 bi < m z(.5 -co co 0 C/) cl CD 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40 1 F_ w o' C'4 w < z < , 0- :i� > 0 w w 0- U- Of 0-1 0- 0- JOB NUMBER: IDB2099 ODATE: 12-18-20 SHEET NUMBER: di RD.2 w w I V mot.. `2 T= -- w Z logo 00 - ----- :I ;oI w 5 3 T = NE SEE SHEET.-•I------- _ II 1' �N 3. _ S - --- I 1 O aWso I Keyed Notes 47 7+71.95,16.50'L o--� 0' �i - - - I I TRC:2663.50 �-� 1. 3" ROLLED CURB AND GUTTER(TRC) PER ACHD -�-**- I 15-2 41 7+75.64,16.50'R I tie ►+� I '.1�` ', SUPPLEMENTAL STANDARD DRAWING SD-702. _ `N I ti663 TRC:2663.58 �zl ` 10 ' 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL I I STANDARD DRAWING SD-709. N c� 1 ZI d I I 88 3. CONCRETE PEDESTRIAN RAMP PER ACHD _ 2 v' SUPPLEMENTAL DRAWING SD-712H TYPE H2. c� = �� 18+11.95,16.50'L = ':1 I ••o TRC:2664.30 ti -i ;o '' PROVIDE TRUNCATED DOMES PER ISPWC SD-712. THE d _ PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED a s ;1 1 o I - zl p 1.5%. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE L o o 16-2 I I:' " ' SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED LLco H=a 8+20.63,16.50'R I I II IlU'o, ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE a3 y;2 TRC:2664.47 1 18+37.56,16.50'L 21-3 I y a :I I :• _; TRC:2664.80 o t: ::; y 1 �.�:� DETAIL ACHD SD-712H/RD.6. SEE SHEET RD.5 FOR CL E- des N N:- ::t:: :: PEDESTRIAN RAMP GRADING. v C e N 8+37.56 8+55.40,16.50'L - ::t: 4. CONCRETE PEDESTRIAN RAMP ACHD SUPPLEMENTAL a� _ I -09 CL:2664.89 TRC:2665.15 - -= a= •:• DRAWING SD-712G, MID-BLOCK. PROVIDE TRUNCATED L i 8+37.56 16.50'R _ _ _ I ' A � EET RD � DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP TRC:2664.80 fn , SEE SH _ 12+79.66,17.90'L CROSS SLOPE SHALL NOT EXCEED 1.5%. THE - ° ` ° E_d -- o ; a 17_2 11+54.96 �� TRC-MATCH:2670.82 PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL NOT d o�y mw a�o� m 1 \ CL:2669.10 11+71.46,42.49'L EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE 8+54.155 16.50'R \ \I a 12+69.66,17.73'L TRC:2665.13 - 22-3 ` v ` I _TRC:2669.12 INDICATED SLOPE REQUIREMENTS. SEE DETAIL ACHD I 8+54.15 �� \ 11+38.46,42.51'L N TRC:2670.35 ° I CL:2665.21 \ TRC:2669.12 10 14 SD-712H/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP PRIVATE SIDEWALK SEE SHEET GD.3 \ 5 9+13.81,16.50'L I 33.00� 11 4 a -• ' �' ' .2665.89 I \ ` 10 11+97.46,16.50'L 9 13 ': : . • : TRC' LIP:2668.65,.... ..,....• 1 3 TRC:2669.28 2 GRADING '••... I -� ,• � \ _ � �•• _ 5. ASPHALT PAVEMENT SECTION (SEE RD.0). ' I .. \\ .. ... 1 wv-ssae. o :•18-2. _ o ' ' �.....::....'..'.... .':......::::::...........LIP _ 6. THE PAVEMENT SLOPE I - ................._...._..._ r- 266968 60 N P 12 2 \ \ CROSSING SHALL NOT EXCEED D 1.9% N ANY DTHIN THE I RECTION. " • „ ':t:....• ":,..........• ..r• -ti666 8+66.61,16.50'R, \ (J �x �: :::y _ �?� o o\ 6 e 4 �1 13+00 3 ... 1g+ 1 s.•' "" 1 :,,✓ �O 23-3 ,� �' 11+12.46,16.50'L, �� p N 15 G, THIS REQUIREMENT DOES NOT HAVE A TOLERANCE w 6 ` TRC:2665.29 \ ` TRC:2668.43 p 'L CONTACT aCLINE \ 4P �� :y o W 6� _^' 1 + ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY 10+31.52,16.50'L `\ 2 �� r ��`�' W 1 _�`` y I 12+79.86 SHALL BE REMOVED AND REPLACED. 48-HOURS g - ...... TRC: ` ® +00 _ CL-MATCH:2670.89_ +99.42,16.50'R Fq c \.. .............. .. w 12 =11 7. SEE STORM DRAIN ON "SD" SHEETS. BEFOFE DIGGING 2667 40 TRC:2665.71 - 6' -8 N o w 5 .. .,2 o - O 8 c- 1 aZ ,, \ 19-2 ��;� _ :W' c :W 11+97.46 3 9 13 8. CONCRETE VALLEY GUTTER PER ACHD 1-800-342-1585 \ / \ • ,. •.. SUPPLEMENTAL STANDARD DRAWING SD-708 iW 11+00 /� 11+54.97 6 CL 2669 36 10+31.52 '` I 14 9. CONTRACTOR SHALL VERIFY EXISTING TRC, LIP OF Fq w_ ` N CL:2668.94 8W W CL:2667.48 a �' •ti 7 / TO �� •:\ � ,. � CD-5 o.... 1NNIPEG ST 2 GUTTER,A ........................ c ••• - - • ••• GUTT AND CENTERLINE ELEVATIONS PRIOR \ 9+34.50,16.50'R dS 10+00 1 0 11+12.46 START F CONSTRUCTION - NOTIFY ENGINEER ULu TRC:266616 1 CL:2668.51 11+97.50,16.50'R 12+79.98,17.92'R IMMEDIATELY IF PLAN DISCREPANCIES ARE NOTED. J Q TRC.2669.28 TRC-MATCH: 670.76 10 II SIDEWALK TERMINUS BARRICADE SEE SHEET \ six 5 ��\ o+l ':. TYPE J � .............-------------`. R 20-2 85 11. TYPE II ROAD TERMINUS BARRICADE SE SL 2 2668 ... `•" o f 11+54 97,1 S L 2 \ \ - ` ......: 4 TRC'2668 6 5 0' \ 667 1 4.00' . .\ 2 M \ --- - ;:, N PApE END 12. SAWCUT 2-FEET MIN. OF EXISTING ASPHALT PAVEMENT j TRC:2666.58 1..........• ....SS... 4n _ .......... m -_ 10+32.86,96.50'R....-�....•...•..... - - PERPENDICULAR TO THE ROADWAY CENTERLINE. p Z _ - TRC:2667.41 = = `? ..:_.. ... LL1 m Q F \ / 9+99.95,16.50'R 10+31.52,16.50'R - / 13. SAWCUT AND MATCH EXISTING CURB AND GUTTER. p TRC:2666.99 TRC:2667.40 1 / 14. SAWCUT AND MATCH EXISTING CONCRETE SIDEWALK- 0 � F \\ ''• I ;I �� "� •. / Lu REMOVE SIDEWALK TO NEXT JOINT PAST THE LIMIT O .�� F s I 2662....... ` '.. / 21-2 •v '... \ SHOWN. z s s'" '\ .... '9��%N'' '..• `\ \•..• 15. CURB TRANSITION SECTION FROM EXISTING CURB AND Q Z LLJ s SIDEWALK TO NEW ROLLED CURB AND SIDEWALK. 0 J LENGTHEN TRANSITION AS REQUIRED SO THE Q F_ U LONGITUDINAL SLOPE OF THE SIDEWALK IS LESS THAN 2 ~U Fq \\ 22-2 I 23-2 I ` \\''•:. 5.0% MEASURED IN THE DIRECTION OF TRAVEL. NO w w TOLERANCE ABOVE 5.0% IS ALLOWED. o d� \ 4 .. O d 2667 Notes SS\OUL FNG STE 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING 3 \ INSPECTION. 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS 12-18-20 .r0 LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY �'O qTF OF N 7+4 TO 2+75 SHALL BE RE-EXCAVATED TO NATIVE SOIL ANDS. CABIN CREEK WAY (STA O 1 .97) BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY 0 3o so NATIVE MATERIAL MEETS THE REQUIREMENTS FOR • L L FEET ENGINEERED FILL PER ISPWC SPECIFICATIONS AND � 0 cl '. 00 co • PROVIDE A COPY OF THE COMPACTION TEST REPORTS. • • • • .. .. .. 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN ASPHALT PAVEMENT AREAS. , 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND co co 7+40 8+00 9+00 10+00 11+00 12+00 13+00 13+20 PIPES AS REQUIRED TO COMPLETE THE NEWC\l co IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE 2 TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF cc SURFACE WATER ACROSS THE SITE REMAIN CD UNINTERRUPTED THROUGHOUT THE DURATION OF w Z. 2676 2676 __ L i rn CONSTRUCTION. Q FO � o m CD a� cry N >a t tn m J az N + ■ ox r r ,A U + p� ,QA Y+ o0 co r 00 Q N K m 2672 a � ; N m KQ �N m J m J 2672 � Ln U O o 3 r az �_ Ln 1. ° O 0 D + co 04 L19 oti N co 1.000 w z w w� m 1.0 �z C9 U ~ . U'Y 2668 2668 a �W 1 0 I� 128% / y Ci o Z� Z w T Ud a ow Y k U¢ w3 I� 2664 ° 2664 � U3 t3 �/ yY 1 ° W o 00 / 16" D W z Z M U W Z m - Lo w rn 0, 2660 2660 V w of m z 0co 0 y w O N N m U z O W W d LL Q IL d o JOB NUMBER: 2 "GI 2656 _ 2656 Cl ID62099 DATE: 12-18-20 S. CA IN RE K AY STA7+ 0 O 1 +7 .97 HORIZ.SCALE:1"=30' SHEET NUMBER VERT.SCALE:1"=3' Li 2654 2654 RDm3 7+40 8+00 9+00 10+00 11+00 12+00 13+00 13+20 w w wz 00 .5 mE� yEc U o a T _ W :)` w / a 3 T - - _ Lf O az0 - -s - o / Keyed Notes O a �= 0 ��,3 ��Ns tL ao -1. ASPHALT PAVEMENT SECTION (SEE RD.0). -` o U d 2. DRAINAGE WINDOW(SEE RD.0). Fq ti ..3 BORROW DITCH FLOW LINE 0:3 U v 30 c_ E % ///� 4. 2.0:1 CATCH SLOPE TO RIDENBAUGH CANAL ¢° y Z EMBANKMENT. \ \\ \ \\ \ \ \ map_ \ \ \\ \\ 11 \ I 5. RETAIN & PROTECT EXISTING NMID ACCESS ROAD. //�E 6. RETAIN & PROTECT EXISTING DRIVEWAY.7 a 07. RETAIN & PROTECT EXISTING POWER. o �oaQ 0 - w- 2 up >NQo � \\ 6 \ . ' 6s N ti 6 I �e4+70.20,6.0/9'/R CL / \ SSMh RIM:2651N2' U0IP o 2650- EP:2652.32 v N INVERT 12" �VC:2641.37+00 2 00 W. VICTORY RD. SECTION LINE Notes S.INVERT 12 JC:is41.4T 3+00 4- E o-s ,as- 4+00 4�94 d ro 66G I 91 I \ LL �6y62 6` `� �' �� I 6g� I 16 V20$b\ 26GO�� 2F'ho E� G�26 �. / rn X A G /l / a / / l l' I I' / - - Q o `d'y m>o+ o G . �� n c m I G ti G h N c / G' N m / �( \ / 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 N N c o w > o co I o n G' a Z 'o_ owe 8 o 0 0 0 2 0 / v 4+77.93 5.89'R / / \ a as I AC:2655.45 1 I I AC:2653.12 / 1Tl AC:2651.11 o AC:2650.17 I m \ � 1 / / A MINIMUM OF 24 HOURS PRIOR TO REQUESTING E aE w z I AC:2650.23 0 1 p END GRVL:2653.00 hro / _ d w a >< �� -- ---- g / / / / 1 INSPECTION. _ o�y / / e o �' \ �� / N rn d m:5 o o m / .`L6 \ ti6h9 /66�� \ F l!J 56 / 65k / C53� 7L---- T�` 1- - -��-c�r�-- ------- 9�- --O_--- 'L �'6 / / d3 Mtn I m o / 6 i / Pcti6 P� -- PG` EG � ' / / 4+72.38/11.69'R 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS / ti ti _ _ / EO.. END DITCH LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY �...... • -------.-....-. EC..................................EC.............................. EG ......EG..... / SHALL BE RE-EXCAVATED TO NATIVE SOIL AND --- -\ 2649 -Tb.E. .... .. / VERIFY -2655- -- _......._.._.... .............: _.._.._.._.. .......................... o -. _ T / ISPWC SPECIFICATIONS.LLED DE SOILS STRUCTURAL FILL DATA TO VERI ' ----- e - - -- 0..........N 2652" _ --- - -- - -- 0 -.._.. ...._......._.._- bb X - �....... - - -- - - - ��L-- - -- M 3 -- _ _ 4 � ti6 56 a p NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ---- --- ni - .r..- --_N •--� .. .. .............. ... 2. ..... ....0.:..- - - ti6 /T /y - / - 1 "--2+05.75,17.00'R -- -2657 - _ _ 4 _ _ - �:.. � � / ENGINEERED FILL PER ISPWC SPECIFICATIONS AND 1+60.40,24.28'R - - - - - - r T........................ -- -- - / / \ EP:2655.40 - - _ -.. ....... -- ----...L. ..26 ........................... -- / c\ \ \ - -- -- ---- =ui-_- --..-_:2 r -- - - --- _ - _2657 - �� / / BEGIN GRVL:2657.76 2658---2+05.89,23.00'R _-___ _ - - - - - ------ / °�/Q/ - PROVIDE A COPY OF THE COMPACTION TEST REPORTS. \\ \\ \\\'d BEGIN DITCH --- ------------ v' ____ _____ - - _ ___ _ _ .....•..,.{. "'."'..-..-..-- 2657-..-..-..-... �-- -3+95.73,17.00'R _-2658 7 - J / / \ E.G. E.G. E.G. E E.G. E.G. E G. E.G. -2658m� G. EP:2650.13 E.G.-'EG. �, // /// / / // / 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY CONTACT DMINE \\\ I \ \\\\ FL:2654.35 gg c �5 /// /j// j / // WORK WITHIN ASPHALT PAVEMENT AREAS. �p /y�pQ SS SS SS S SSMH RI :�658.54' 2 5 �- / // // / / / / /'/ / 48-HOURS I SS S S� 2+50.00,17.00'R 3+00.00,17.00,R DER 112 PVC:2642.39' z 4 3+50.00,17.00'R / / / F/ / / �S \\ 1R"PVC:2642.49 0 / / / / // 1 /o / / 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND BEFORE DIGGING I \\ \ \ \ \ F EP:2653.08 EP:2651.07 1 o EP:2650.19 G. / / / / / / I 0 3+95.71,23.00'R -E -- / / / // / -- x PIPES AS REQUIRED TO COMPLETE THE NEW 1-800-342-1585 ---- -----------€C-----------€ ------ z r- ------ E.G.-c' E. E.S E.G. END DRAINAGE WINDOW-E.G. E.G. TOP /// / / / / / ----� ------- �Or DOFF----- -- / / 6 �__________ -- ------ - / L 1 5� / IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE \\\ ----- \ \\\\ \\ ---- -- __� Tom- ______ _-__-- _-2656_=265� 3+35.73,23.00'R _____ =FL:2649.07 _ ___-fief=--- --- ---=-=_=_ // / TEMPORARY REROUTING PROVISIONS SUCH THAT THE -��----- - 2655--- -BEGIN DRAINAGE WINDOW- --- --- --- _ / I/ / / --- --- - - --- ---- ---- --- FLOW OF IRRIGATION WATER, AND DRAINAGE OF -- ------ - ---2653=TOE ---- -TOE----FL:2649.27 - - -------- - -- -------------- --- E \ - ---- -- ------ - - - -- ----- -- - -- ---- - TO � / / v / SURFACE WATER ACROSS THE SITE REMAIN \ --- -- -- / / / / / �° / UNINTERRUPTED THROUGHOUT THE DURATION OF () \\ \ _ _ _ _ TOE -i _ TOE T --fdE-- -f6E- - / Chi / / / / / 1 W I \ ��°\\\ \----_--- _-_=---- TOE TOE - -�- - - - - - - - - - - - - - - - - - - - -'�- / / � / tie TOE RIDENBAUGH CANAL __ -__/ l CONSTRUCTION. 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WIDENING (STA 1+60.40 TO 4+77.93) Q � LU _ U O 0 20 40 w w FEET z O O 0- ASS\ONAL ENG� 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 \STE FO OFF 2660 2660 3 12-18-20 .2� 0 �SS K �ERo\�5�� to Uj N c a \ N W • • • .• .• '• • • • • • co .• .• .• 2656 EXISTING EDGE OF PAVEMENT \ • a• •• .• • 2656 Oo to TO BE RETAINED c N • + a � \ N W • • - Ln t0 O FINISHED GRADE @ NEW c co EDGE OF PAVEMENT C-4 co c a 00 � ^ a Fo Mw c M o O u') M Lo o W O co I� to • a o \ + N cn `� EXISTING EDGE OF PAVEMENT APPROXIMATE EXISITNG M W m w TO BE RETAINED 2652 GRADE AT SECTION LINE 2652om U O O 3 \ 3+89.2 ` H FL EL: 2648.9 / zz Oo • og O o .z IIAA wD W 0 �D 60.00' ♦ cn z FINISHED GRADE @DITCH FLOW LINE D° WD-1 wN2648 ° D ° ° ° ° 2648 lo D° D Q ° Z Z ow Wo W o J D po 2"FRACTURED 0 ° o (DRAIN ROCK-SEE D° c o Lq ° SPECIFICATION ON ° D° o D° D p z U3 SHEET SD.3 a _ of ° w z 2644 ° ° o ° D° D° ° 2644 uoll-1 ° F > T cn w z m z BOTTOM OF DRAIN ROCK EL: 2642.48 g O o0 rT� P OF ASTM C33 SAND EL:2640.98 ' 1- w Y N m U V„.. Z a ASTM C33 FILTER SAND moo, a Ill w IL" a a o . VIC ORY D. WI E NIN (STA1+6 .40 T 4+7 93) VERHORI.SCALE:1 Z.SCALE: 1'=2'0 BOTTOM OF ASTM C33 SAND EL:2639.48 Q JOB NUMBER: p ID62099 2640 2640 Q DATE: 12-18-20 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 O SHEET NUMBER: L 1 li w RDA Ill o - N cU� / 0 Z o d\N y y9 00 ILL P: o g _- �a ° Lu v yU 2 Q � _ -N- __ -o 'er' m / W U) 0 (LZ 29 �30 -- - - � // O ° / a0 dog 75-5 6,3o / 0 a / = o DER P O A _ O A // / + �� o y z FG:2668.78 FG:2668.98 O 4PI 4PI 4PI 4PI 4PI p 4PI 4PI / 4PI 4PI 4PI 4PI 4PI o FG:2669.22 d w o 0 FG:2668.74 °�o- o c FG:2657.95 FG-2657.98 / - FG:2668.70 3' -- °• .0. FG:FG:2669.28 FG:2658.21 // O / U ° �� N- - ,FG:2668.59 �� FG:2658.29 / - d y vlo ------ ------ -0.2% FG:2668.92 FG:2669.24 I - - - FG:2668.66 �� LIP:2668.65 .4 -1.0% �\ a FG:2668.62 ^^� - -� 0 0 0 ° Q 0 _ e FG:2668.89 e_ lI o ++ 3 FG:2668.66 Io FG'2668.58 e 1 o e ?I Lojj V a - - o j 4 3.Q% c �� a6,5"/0 4 o A.�o 0 0 1 'a 7 - - - o\0 1 0 0 a 3.9/o -4.9/o L a$ / N./ 3:0/o �o J ,� a :fi.5°-- 4 q U) Qp o yo PI FG:2669.29- CL y d LI :2668.54 Q \' \ �( o 0 FG:2668.56 ^, Oo Z. o ti 0 ��yyy III E N / LIP:2668.60 FG:2668.90 c10 - - U > Li4f m FG:2658.13 FG:2658.22 V 0 -1.0/o �o y T a /o 0 7 -1.0% o :�' Sj FG:2657.89 FG:2657.92 Q >aL _®- - 1.0% o �\ FG:2668.55 Q FG 2668.91 FG:2669.24 8 81/ 8W a ro * o z 8W 8W 8W 8W I 8W L y T . � � � (n 8W 8W 8V Q � 1.0% LIP:2668.42 C6 00 E " ° o 0 C aEd _ o FG:2668.27 LIP:2668.39 S. CONTENDER DR. FG:2668.31 4�UU.0% CD- S+OQ , 0.4% 1 8W 8W FG:2668.26_8 N FG:2668.308W 8W W 8w 8W 8 8W - > 8S 8S 8S 8S 8S S 8S 8S 8S 8S 0 W. WINNIPEG ST. 11+00 Nn CONTACT DKLM\E 12+00 FG 2657.91 48-HOURS ` - - - - FG:2658.12 -0.7% FG:2657.94 BEFORE DKnNC FG:2658.17 1-800-342-1585 FG:2657.93 FG:2657.95 � FG:2658.23 0.5% -1.5% � - K� jo FG:2658.19Y. FG 2658.61FG:2658.76 W"" 7 FG:2658.14 m. -0.5% \ sFG:2658.31% - U) J aFG:2668.25 FG:2668.30 � ° FG:2658.13 FG:2658.23 p / FG:2658.30 0zFG:2668.46 o ° �.. FG:2658.67FG:2658.28 'R m Q0 -5.4/o a FG:2668.63 \ 7 -3.8/, c ooFG:2658.25 7� 3.8"/o FG 2658.21 0c G7 0 ° r FG 2658.32 c FG:2668.54 - o FG:2668.71 ' > z f_ FG:2658.33 �/ �\ -0.8% W 0.9% -/ �% ,i-------- --- � w m Q 1/ W I o�0 0° / D� A 3 A FG:2658.76 Z 0 0 0 0 � Dp p o D� �o CFG:2668�60 � o o FG:2668.65 o p o O _ `� FG:2658.41 _\ V FG 2658.35 �/ /, 0 � - O FG:2658.37 Z FG:2658.60 90 FG:2658.71 o 2 _ Y W FG:2658.63 FG:2658.52 m Z FG:2658.18 FG:2658.68 I w o D o �i2SD o z FG:2658.71 V 6 FG:2658.64 c I Q U 00 Z W O W o I o a - ---- ---------------- ------------ ---- ---- cOAL co G\sTE I I 3 LP 12-18-20 �O c/2A _ I qTF OF I 'p0 ss /( ER\��S� N PEDESTRIAN RAMP GRADING AT W. WINNIPEG ST. + S. GARIBALDI PL. N PEDESTRIAN RAMP GRADING AT S. CABIN CREEK WAY + S. CONTENDER DR. = • . . • • .• 0 0 • • 0 10 20 0 10 20 M M M .• .• .• • Feet Feet • • • • • ID 0 co P c\I co Q 10 ❑ U U K o aO � a Qz o m U O V azW F m K N Op .z O_ U� H 03 z w� O W w� W' w>- �c io c�s �U K Q 4 10 ,30 z u) J� V d OW N Y- U K w3 Z10 r U Z L0 (Y � Q W J � CF) W W z co Q 03 Z Z H W O N CD co w Q U �X Z Q p � W IL a 0- JOB NUMBER: to IDB2099 0 DATE: 12-18-20 W SHEET NUMBER: w la F- RDI.5 W W 3✓ _ 00 = mE— yEc DETACHED SIDEWALKS o � �� -_- 5" THICK CONCRETE 12 GUI g = o 1.75% t 0.25% �'' 0 — - - ! a - 9 U 2 6" STANDARD CURB I (q o ti o 2'-D" \ AND GUTTER 3 r a 0 N "3 0 s ., ° QL) o �N 4 1" BATTER 4" OF 3/4" MINUS CRUSHED BASE � °N 10" 1'--2" Po MATERIAL AS PER SECTION-800 LOFrjjyy 8L EXTEND SUBGRADE & BASE ` 6" BEYOND CURB o w E z o v o�. ¢o c E E PLACE CONCRETE F H O y zo AND CRUSHED BASE 30' CROWN 5" THICK CONCRETE 12 1 GV� PER SD-709 R1/4" TAPER MIN. (WHEN APPLICABLE) (MIN.) 3" ROLLED CURB 75% f 0.25% g 2 y� o= AND GUTTER y o 4 8 FILL � aQ d n \ FLOWLINE 1 b `D ' ' ' TYPE "H1' TYPE "H2" LEGEND a 0 �" _ C ► p 0o ''3oti w - °- p. �° ° 1.5% f 0.59 (2% Max. Slope) a y _ y; o 4" OF 3/4" MINUS CRUSHED BASE 2 DIRECTIONAL RAMPS - STANDARD DOMES ♦ 7.3% t 1.0% (5.3% Max. Slope) >_ a"3 y y 3 p MATERIAL AS PER SECTION � 9% t 1.0% (10% Max. Slope) Q o y y4 EXTEND SUBGRADE & BASE p Eo - S (> >a d o r 7 1 6" BEYOND CURB p Q oo Qa 3 D �l 5" THICK CONCRETE CV fn o - 3 B VARIES 12" 12" S O Q +' S o � ` � yow � D 6 B 5-1 D 1.75% t 0.25% - a a E " STANDARD CUR 5 d a Q p MONOLITHIC POUR CONCRETE /X �b p D p > �I 1 } PER SECTION-703. AND GUTTER "FSURFACE a o m EXPANSION JOINT AT POINTS REPAIR �Vy p p 4" AGGREGATE OF RADII TERMINAL.O© o o: (4' MIN) 4" OF 3/4" MINUS CRUSHED BASE 7• ' BASE PERSPECTIVE MATERIAL AS PER SECTION-800 6" O 4'-0" EXTLND SUBGRADE & BASE 6" BEYOND CURB R1/2" 2'-0' 2'-0,. G 1 1/2" . . VARIES 12" 5" THICK CONCRETE 12 { 3. G�� TYPE "H3" CONTACT DMINE 4 3" ROLLED CURB 1.75% t 0.25% I I �-HQu� NOTES: d ' . .m AND GUTTER NON DIRECTIONAL RAMPS W/ RADIAL DOMES BEFORE DIGGING OA GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND NOTES_ -$QO-$4Q-irj$5 THE PUBLIC AGENCY HAVING JURISDICTION. LEGEND: e n SURFACE REPAIR 4" OF 3/4" MINUS CRUSHED BASE OA RAMPS FOR CORNERS WITH A MIN. 15' RADII AND UTILIZING ROLLED CURB. ® BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACED AS O 5" OF 3/4" MINUS CRUSHED 0>_/ (4' MIN) MATERIAL AS PER SECTION-800 SPECIFIED AND PAID UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. AGGREGATE BASE MINIMUM. © RAMPS ARE CONTAINED WITHIN THE CURB RADIUS. O SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER O CONCRETE. EXTEND SUBGRADE & BASE O RAMP DIMENSIONS, MINIMUM DIMENSION INDICATED MUST ALSO MEET SLOPE CRITERIA IDENTIFIED ABOVE. W PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. �/D /� I NOTES: THROAT WIDTH 4'' MIN.CURB TYPE = STANDARD 3" ROLLED PER ISPWC SD-702 © CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING (OR CONSISTENT O 1/2" EXPANSION JOINT. T I I I C A L SECTION 6" BEYOND CURB THROAT DEPTH FROM FACE OF CURB J Q J = WITH 2x SIDEWALK WIDTH FOR SCORE SPACING.) WING = 3' TRAVERSABLE W OA LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER. WING = 1.5' NON TRAVERSABLE O MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPLCIFICATQNS. NOTES: O Z © BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY. = O OF BACKFILL AS PER ISPWC SECTION-706. OA GRADE OF GUTTER MINIMUM 0.4%. O RAMPS REQUIRE A MINIMUM 4'X4' LANDING IN SIDEWALK 0 1.5% t 0.5% (2% 1 Slope) © SLOPE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1.757 f 0.23% UNLESS OTHERWISE SPECIFIED BY THE OWNER. Q C_n 0 OE© SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC R€GHT-OF-WAY. OB FILLET DETAIL FOR CORNER RADIUS 15 FEET OR LESS, RAMPS SHALL NOT EXCEED 12;1 (8.37) SLOPE & TRAVERSABLE WINGS 10;1 (10%) — D>_ O SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING, 0O NON TRAVERSABLE AREA - PATTERNED CONCRETE\LAWN\GRAVEL\ETC. Z O USE ROLLED CURB IN RESIDENTIAL AREAS. WHEN LOCAL JURISDICTION REQUIRES VERTICAL CURB AT O Q INTERSECTIONS VERTICAL CURB LENGTH TO BE FULL RADIUS PLUS 5 FEET AT EACH END. TRANSITION LENGTH FILLET AND BASE SECTION THICKNESS SHALL MATCH THE VALLEY GUTTER, TYPICAL. O 1/2" TRANSVERSE PREFORMED BITUMINOUS JOINTS J THE AERIAL POINTS FOR CURVE AND WHERE SIDEWALK IS PLACED BETWEEN TWO w m — FROM ROLLED CURB TO VERTICAL CURB 2 FEET. PERMANENT FOUNDATIONS, PLACE 1/2" EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK THE FULL LENGTH. UG 4'x4' FLAT STREET SIDE LANDING - CONCRETE FILLET IS REQUIRED (AS SHOWN) CC Z D O PAY LIMITS FOR VALLEY GUTTER. CONCRETE FILLET MUST HAVE A THICKNESS OF 8" AS SHOWN ON SD-708 G U) O DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE OVER 4" OF 3/4" OH CURB IS NOT REQUIRED TO BE FULL-HEIGHT O LLI MINUS CRUSHED BASE. z Q 2017 ACHD REVISION 2077 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION Sheet 1 Of 3 Lu Z IDAHO STANDARDS " IDAHO STANDARDS IDAHO STANDARDS IDAHO STANDARDS „ 6 FOR PUBLIC WORKS 3 ROLLED STANDARD DRAWING FOR PUBLIC WORKS T STANDARD DRAWING FOR PUBLIC WORKS CONCRETE STANDARD DRAWING FOR PUBLIC WORKS PEDESTRIAN RAMP TYPE H STANDARD DRAWING Q W CONSTRUCTION N° CONSTRUCTION VALLEY GUTTER NO. CONSTRUCTION NO' CONSTRUCTION IN 0. 13� _ O (ACHD SUPPLEMENT) CURB AND GUTTER SD- 702 (ACHD SUPPLEMENT} SD - 708 (ACHD SUPPLEMENT) SIDEWALK SD- 709 (ACHD SUPPLEMENT) FOR ROLLED CURB SD- 712H w w _-) 3: � O 0- 0AL ENG� �G\STE F �F MATCH WIDTH OF FACILITY 6 3 o co 6 SP 12-18-20 .r0 �s �TFOF \�P cy) ALUMINUM PLATE (TYP.) O`ss {( ER\G`�S� ALUMINUM PLATE (TYP.) ° ° °' • LO _ • . TYPICAL 1/2"x3" BOLTS, WASHERS co 0 0 co 0 • °O & NUTS (2 PER PLANK PER POST) ° ° ' 0• . . VANDAL PROOF OR RIVETED • • • CI 00 0 RED WHITE � .. .. .• • o • • • • . I o RED WHITE ° , I X ��2"x2" 14-GAUGE A.S.T,M. A570 POSTS • lu J O TOE RAIL TYPICAL 1/2%3" BOLTS, WASHERS CN • & NUTS (2 PER PLANK PER POST} Lo VANDAL PROOF OR RIVETED ° 2%2" 14-GAUGE A.S.T.M. A570 POSTS II III III- I II 1 I III- I SIDEWALK _ _ VANDALGUARD STAINLESS STEEL _ _ VANDALGUARD STAINLESS STEEL a& N 71 11 II i I I I II BOLT & VANDAL-PROOF NUT N i1 I l i I I I I BOLT & VANDAL-PROOF NUT zQ ow N� =1 111= —I -��I Ili l ICI Ili �� I lii l ICI Ili 3� gW �m 5'-0" 5'-0" oo < o of 03 og .z w5 0 ¢D NOTES: NOTES: > oz w w� � w> a'U 0 THE ABOVE BARRICADE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WHERE CALLED FOR ON THE AO THE ABOVE BARRICADE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WHERE CALLED FOR ON THE lo Z PLANS. PLANS. N �w © MARKINGS FOR BARRICADE RAILS SHALL BE RED AND WHITE STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45° © MARKINGS FOR BARRICADE RAILS SHALL BE RED AND WHITE STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45` l o IN THE DIRECTION TRAFFIC IS TO PASS), IN THE DIRECTION TRAFFIC IS TO PASS), z° © THE CHEVRON STRIPING ORIENTATION SHALL MEET THE REQUIREMENTS OUTLINED IN THE MUTCD. O THE CHEVRON STRIPING ORIENTATION SHALL MEET THE REQUIREMENTS OUTLINED IN THE MUTCD. ow DD THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ® THE ENTIRE AREA OF RED AND WHITE STRIPES SHALL BE REFLECTORIZED SO AS TO BE VISIBLE UNDER NORMAL ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF ATMOSPHERIC CONDITIONS FROM A MINIMUM DISTANCE OF 1,000 FEET WHEN ILLUMINATED BY THE LOW BEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. STANDARD AUTOMOBILE HEADLIGHTS. do c�3 �E FREE STANDING BARRICADES SHALL BE BUILT SIMILAR, BUT 2"x2" POSTS SHALL BE 5-0" LONG AND SHALL HAVE a FREE STANDING BARRICADES SHALL BE BUILT SIMILAR, BUT 2"x2" POSTS SHALL BE 6'—O" LONG AND SHALL HAVE L-6 U32" x 6" x 4'-0" LONG SUPPORTS SET 90' TO AND CENTERED ON POST FOR SUPPORT AND ATTACHED WITH 2" x 6" x 4'-0" LONG SUPPORTS SET 90° TO AND CENTERED ON POST FOR SUPPORT AND ATTACHED WITH (2) 1/2"x7" BOLTS WITH WASHERS AND NUTS. (2) 1/2"x7" BOLTS WITH WASHERS AND NUTS. 0 ALL SURFACES SHALL BE COVERED WITH PRISMATIC HIGH INTENSITY SHEETING. 0 ALL SURFACES SHALL BE COVERED WITH PRISMATIC HIGH INTENSITY SHEETING. © ALUMINUM PLATE SHALL BE A MIN. 11 GAUGE WITH 1" THICKENED EDGE (MIN, 2 GAUGE) ON BOTH TOP AND BOTTOM. © ALUMINUM PLATE SHALL BE A MIN. 11 GAUGE WITH 1" THICKENED EDGE (MIN. 2 GAUGE) ON BOTH TOP AND BOTTOM. U Z o w _j rn � 00 cocD Z } Z 11 0of 2 pR00 2017 ACHD REVISION 2017 ACHD REVISION R w w 1 N m Z IDAHO STANDARDS IDAHO STANDARDS ~ a a w w TERMINUS BARRICADE STANDARD DRAWING TERMINUS BARRICADE STANDARD DRAWING W FOR PUBLIC WORKS FOR PUBLIC WORKS CONSTRUCTION TYPE 11 N° S D— 113 2 A CONSTRUCTION TYPE III NO. S D— 113 2 B JOB NUMBER: (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) � ID62099 DATE: 12-18-20 SHEET NUMBER: lii a RDm6 w o w W 3 t - - wz 00 \ W - ---------- ^ o0 � vs.3 O N O a Z ------------------------------------- --- ------- -------------- so � ---------- ----------- ------------ m o 8s S SG P1-1 1000 GAL S&G TRAP / \ \ 10-3 L - =c. y 3 5 \ \ / ` �o ¢" y z 16"IE IN:2654.07(S) 26 / a' o \ ;; SEEPAGE BED P1-1 \ V U ........ TOP OF LOWER BAFFLE:2653.87 ° ; �o 18"IE OUT:2653.02(N) // p4° `;r s 6 / \ \ 4 // \ \ ; /\ / / \ Oro `� ESIG Pl '30 DI-P1-1A / 1000 GAL S&G TRAP \ y' 6 4+13.92, -14.50E a E o r N RIM:2657.91 / 16"IE IN:2655.94(W) TOP OF LOWER BAFFLE: 2655.74 V � a� w SEE PROFILE / c,• / .�, \ / - �, o= 12 IE OUT:2654.91 (S) / / \ 18"IE OUT:2654.89(E) DETAIL 1/SD.2 /. / $ Q QP100: 0.32 CFS / / / \ g6�0 ♦ \ m 4) y _ N FG:2658.71 Sp p p a \ 2 /// 11-3 c E s / ° \ 5 00'hl�N a 0. � S / '� // S \ \ / mw aTo� m / � ?o DI-P1-2B o 4 / 4P1 .' 4P1 4P1 4P1 - ZVI o 4P/ �}PI 4 4P1 ox}p 4+34.03, -14.50E - _ _ 1 RIM_2658.43 // 2E _ _ _ RIM: 2659.60 _FG:2660.08 / 16"IE:2655.94 0� SEEPAGE BED P1-2 S , p LIP:2657.91 RIM:2658.34 2 0 - - - - - 7_2 �6+ 12"IE IN:2656.31 (SW) `'' ' / '�'' , ° N " 60. 16" IE OUT: 2655.97(NE) \ 12.50'OF 12"C-900 PVC @ 0.580/°:• `°° ` �. 2 V100:2.5 FPS 16 IE:2654.07 QP100: 1.30 CFS Ni ..a. ........ ... g 8W 6 W 8W 8W gW gW 4+00 3 9p� 0,0 17.58ED 'OF 16"C-905 PVC @ 0.61% DI-P1-2A\ LIP:2659.60 \ / _ \ CONTACT DKLM\E o c V100:4.2 FPS S. CON ENDER DR. / 4+34.03, 14.50R \ 1 Z� \ 48-HO� SDMH-P1-1C oo-LIP:2657.91 0, SDMH-P1-1A 5+00 '''• RIM:2659.60 O \ RIM:2659.92' \ BEFORE DKX3NG 8S 8s 12"IE OUT: 2656.60(NE) RIM: 2659.84 4+13.92,0.00 c,1+00.00, 5.00R - 8S 8S S 8° \ '; 1-800-342-1585 3 QP100: 1.30 CFS \ RIM:2658.20 .•..•....... ' .........• *RIM: 2658.39 v �� 1.59'OF 16"SDR 35 PVC @ 1.94% 12-3 \ 12"IE IN: 2654.84(S):•:::.... .:' .............................. .... 12 IE IN:2654.51 (S) _ 0 PS / 12"IE IN: 2654.84(N) 12 IE IN:2654.51 (W) 29.00'OF 12"C-900 PVC @ 1.000% N V10 : 6.6 F 12"IE OUT: 2654.74(E) V100: 4\4 FPS \ cz „,p, N 16"IE OUT: 2654.18(N)_ \ 9� LIP:2659.60 ,�, \\ ULu I I // ..'' _ _ 12.50'OF 12"SDR 35 PVC @ 0.580% SEE PROFILE 39.52'OF 12"SDR 35 PVC @ 1.594% M - - M \ 2 \ \ / J Q DETAIL 2/SD.2 \ J = V100: 3.7 FPS 5.00' V100:4.0 FPS 17.50'OF 12"C-900 PVC 1.114% \ / � / \ O Z I 3 9po V100:3.6 FPS 0 DI-P1-16 \ - 4+13.92, 14.50R I _ 1 / \ U) p Z RIM:2657.91 Q I I \ \ Wco SDMH-Pi-1B ?� DI-P1-16 \ 6 '\ 13-3 Z 0 12 IE OUT:2654.91 (N) 1+43.50,5.00R Y 1+43.50,-14.50L M \ 0 U I = � 2 QP100: 1.27 CFS RIM: 2658.63 w 9-2 \ Y w w RIM:2658.44 \ 34.51'OF 12"SDR 35 PVC @ 0.667% 12" IE IN: 2655.24(E) U 112"IE OUT:2655.44(W) k `'.. \ \ / z Q \ o \ o_ 12"IE OUT:2655.14(N) :' I o W V100:4.0 FPS Z I QP100: 0.56 CFS I \ \ \ Z II 1-2 Q LIP: 2658.44 I \ / / J A A w 2-2 (� of Q W II fn °I 7-3 6-3 \\ / \ \ \\ / v O N N OIn- STORM DRAIN - AREA 1 STORM DRAIN - AREA 2 �Ss\OVAL FN�� 0 20 40 0 20 40 Q� ��c,\STE FEET FEET 3 LP 12-18-20 �O doss /( o ERo�S�� \ . . : t ao \ :. :. • . oW CO CO • I \ , co . . . .. .. .. .. .. .. . \ 00 \\I \ FUTURE PHASE 2 , QD F\ I \ D I` \ .. Ico \ \ co co p 16"IE:2663.67 Keyed Notes O - 1+63.23 CAP AND MARK -- -- -- -- - \ B 5 \ w 1. INLET CATCH BASIN TYPE-IV(FOR ROLLED CURB) PER ACHD a �o SUPPLEMENTAL DRAWING SD-604A(SEE SHEET SDA). STORM DRAIN .••.••.••.•• ow PIPES ENTERING AND EXITING INLETS SHALL BE CONSTRUCTED IN cl\] .............................................. a� \ ..••..• ..............................................\.............................................................................................................................• Q I z J ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES AT THE INLET - . ......................................................................................................................................................................... :.... cn <_ ° cfl....... 00 COORDINATE TOLERANCES AND REQUIREMENTS WITH ACHD INSPECTOR - - \ - -•,--:::80.81'OF 16"C-905 PVC @ 0.150 ...................::r.....:,.....-......... PRIOR TO STORM DRAIN CONSTRUCTION. DEFECTIVE WORK SHALL BE \ V100:2.5 FPS �- oo 4P1 4P1 4P1 N� REMOVED AND REPLACED AS REQUIRED BY ACHD. NO ADDITIONAL PAYMENT SHALL BE MADE. \\ \\ 6 00 .......•.\ 8 a 2. 1000 GAL SAND AND GREASE TRAP PER CURRENT ACHD STORM WATER \\\ "'26 \\\ 1000 GAL S&G TRAP I' PI DESIGN GUIDELINES BMP#1 (SEE SHEET SDA AND SEE DETAIL 2/SD.3). _ Q 03 \ - - ......... 16 IE IN:2663.55(N) o cn �. � ..........................- - �s 3. 48" DIA. CONCRETE CATCH MANHOLE PER ISPWC SD-611. USE TOP OF LOWER BAFFLE: 2663.35 to ° vi o OLDCASTLE MHL 136 FLAT 48" DIA. PRECAST CONCRETE LID. \ 18"IE OUT:2661.25(W) � >ui �z 4. SEEPAGE BED PER CURRENT ACHD STORM WATER DESIGN GUIDELINES \ SEE PROFILE DETAIL 31SD.2 BMP#20 (SEE SHEET SD.5 AND SEE DETAIL 1/SD.3). W SW 8W SW W 8W 8W 5. 10' PERIMETER STORM DRAIN EASEMENT TO ACHD. ,.- 5.00' �66 \N �W \\ W. WINNIPEG ST. o w'. 10 6. GROUND WATER OBSERVATION WELL PER ACHD SUPPLEMENTAL - - _ 30 DRAWINGS SD-627 (SHEETS 1 &2) - (SEE SHEET SDA). LOCATE $S \\ o z \\ w -- -- -_ MONITORING WELLS IN ACCORDANCE WITH CURRENT ACHD Za STORMWATER GUIDELINES BMP#4 SHEET 2. 50.00' M N..• \\\ W oo \ `'•••. \ y' 16"IE:2663.55 w3 7. SOLID WALL 18" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE \\ 7 0 AND 5-FEET INTO SEEPAGE BED (NON-PERORATED). - �� 8. CAP END. - ° `\ 6_00' RIM:2668.84 CV >Y 0� 6 ................................. o 5.00' \ 5 O 0 00 r .........�. - 5. r�.: 0 J, .......... ....................\. 6 .............., vvv M'... �-0+70 oZS 1 •. I "FG:2664.92 $ \ 4 SEEPAGE BED P1.3 I' Q co z �, L - - �- -- ----� - - - ----J LLI w -' mm \ ` O C7 > m CO w 5 66i�.. 4 �6S., 266'g. 66j 0cP N N Q w o N 00 N m Z w Q U �X Z p W W d L N Q a 0- STORM o DRAIN - AREA 3 Z JOB NUMBER: 0 20 40 < IDB2099 FEET � DATE: 12-18-20 SHEET NUMBER: w O F_ SDA w w - wz s. 00LL W D ` 3 T - - _ 0 � N -- 9 W V �/ ,,^^ ! t _ ap 0+50 1+00 1+80 - 3 QU of a ._ ao2 -c T S C rn o N 3+60 4+00 4+80 APPROXIMATE EXISTING GRADE @STORM DRAIN CENTERLINE 0+60 1+00 1+80 2664 2664 2664 2664 2672 2672 - �o 0 N Z APPROXIMATE EXISTING GRADE @ STORM DRAIN CENTERLINE FINISHED GRADE @ V y o STORM DRAIN CENTERLINE 3 �. 5Q LO o ,ItI/ NO d sEy .4 - U - o � N O `E 3 0 GR OR Lc) ci mLil et NCO � � L) O CONS --� LL (> aNj `U= o p a) LnN d c OZ0 Eas NQo v U p 0 LC) Ln N � tD p N N N Q O O LO LO N Ln \ d N LO Z Z O � N N ? a N N M N W W \ Q a ^' = N O ? ? OCO O CAD D 0 + N N N W W W n Q W W W C1 T T ryN o}+, > Qw o� N CIACDi i iv io FINISHED GRADE @ STORM DRAIN CENTERLINE - - - v� � � � � t to � � 0404 � =9a" 2660 2660 2660 2660 2668 2668 N cn y ` o H o Q b o �yN � FINISHED GRADE @ I c a e d STORM DRAIN CENTERLINE a` - - APPROXIMATE EXISTING GRADE m w T @ STORM DRAIN CENTERLINE DI-P1-1A 4+13.92,-14.50L RIM: 2657.91 12" IE OUT: 2654.91 (S) 17.58'OF 16"C-905 PVC @ 0.61% 80.81'OF 16 C-905 @ 0.150% CONTACT DIGLINE 2656 DI-P1-1 B 2656 2656 2656 2664 2664 4+13.92, 14.50R 48—HOURS BEFORE DIGGING O 8"w 1+63.23 1-800-342-1585 12"IE OUT:2654.91 RIM:2 0+82.42 16"IE: 2663.67 91 (N)N) 16"IE:2663.55 CAP AND MARK END OF PIPE 38.50'OF 12"SDR 35 PVC @ 0.597% 8"w 43.50'OF 12"SDR 35 PVC @ 1.448% Lu U L7 J Q 16"IE:2654.07 1000 S&G TRAP P1-3 J a Ll - O z = O 2652 2652 2652 2652 2660 2660 u� o - - -- - - - - - - - - .-CABI AY — z w mQ HORIZONTAL SCALE:1"=20' HORIZON AL SCALE:1"=20' H : Z) 0 VERTICALSCALE:1"=2' VERTIC L SCALE: 1"=2' VERTICAL SCALE:1"=2' ' O co IY 1000 GALS&G TRAP P1-1 = 0� Lu 2 2650 2650 2650 2650 2658 2658 z 3+60 4+00 4+80 0+50 1+00 1+80 0+60 1+00 1+80 Lu 0 z Q w J � W = F U STORM DRAIN PROFILE - S. CONTENDER DR. STORM DRAIN PROFILE - S. CABIN CREEK WAY 2 STORM DRAIN PROFILE - S. GARIBALDI PL. 3 z ° O P. P. P. 0 a ONAL ENG� Q�G\STE Fp "CO 3 12-18-20 .2� K o ERo�S�� • . . . • 0• .. .. .. . • . . . co .o C\l co a 10 oU K� O a� a a< z o U o O 3� g �m K N 00 zQ o_ U� 03 oz �z w� D oti > �z w wJ of w K U Zz O U'Y �U J W Q w 10 Ci o z� -VI U d OW Y k U¢ ¢3 wF 0 t� c 3 O 03 Z W J_ U ILL. z Lo O w T 0? Z } U v v � Q C~J Lu Y N m z w Q U Y Z Q O i w W d LLLLOf Q J a d o z JOB NUMBER: Q IDB2099 Q DATE: 12-18-20 2i SHEET NUMBER: w O w SDm2 w 24" DIA. CAST IRON z 24" DIA. CAST IRON W z 3 ROADWAY SECTION RING AND COVER � Q RING AND COVER O O a" " �� w CONCRETE COLLAR PER ISPWC SD-616 (REQ. IN ALL H E_ ==N a OR LANDSCAPE PLANTER _j J_ no o p_ (SEE PLANS) z o PAVED AREAS. NOT REQUIRED WHERE SAND AND = _ W � _dam =_ GREASE TRAP LIDS ARE LOCATED COMPLETELY > 12" I/ _ �f WITHIN A PLANTER ai - - N SEEPAGE BED WIDTH=SEE PLANS a 0- ZO °.3 o-- -r - PLACE WOVEN GEOTEXTILE FABRIC Q U 000Q� o � � ON PAVEMENT SECTION SUBGRADE 18"DIAMETER DUAL WALL ADS i PERFORATED Q a a Q a GROUT GROUT OVER SAND AND GREASE TRAP. PIPE @ 0.0%(SEE PLAN FOR PIPE SIZE). PIPE > o Q p Q p GROUT"" GROUT - SHALL BE PERFORATED AS SHOWN ON THE PIPE W CONCRETE GRADE RING A ( D FABRIC SHALL EXTEND A MINIMUM OF d 28 - "' a Q 6-FEET BEYOND THE SAND AND PERFORATION SCHEDULE INCLUDED ON THIS 0 00 RISER SECTION AS R �Qp GROUT GROUT H: L z STRUCTURAL FILL BETWEEN BOTTOM OF ROAD SECTION a = Z w a Cr GREASE TRAP ON ALL SIDES. SKAPS ` DETAIL SHEET-CAP END. AND TOP OF DRAIN ROCK FOR BEDS WITHIN PAVED AREAS 45 4so w m (12" MAX GRADE RING H� � Qo w ( - _ E t N o �„ �° a pp a p GEONET TN220 OR APPROVED N a 3 w COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 D Q D a 5.00'NON.PERF. EQUAL) -GEOTEXTILE FABRIC IS NOT - ` ¢2 FINISHED GRADE GROU�(�'�F'. ��p PIPE(TYP.) o N Z REQUIRED UNDER LANDSCAPE a �318"DIA. o Q o Q v 2 I � PERFORATION vo Da AREAS. _ =s GROUT NON.PERF. N �oaQ 18"PIPE PERF.EL ��p PIPE 5.0'INTO DRAIN ROCTOP OK SEE PLAN FOR PIPE SIZE �Q� o QA SEEPAGE BED a p s o / BACKFILL DAD D4 0 �o a o o / Q ELB - 0 0 0 0 0 0 0 o w o PERFORATED PIPE IE TO o / / p p a Z SEE NOTE 4 / SAND AND GREASE - / 1 TOP OF DRAIN ROCK / / </ a Q a PIPE TOP OF LOWER * o s o o o�o� TRAP WITH CHIPS Q Q Q `� C5 to IMPERMEABLE SILTS AND CLAY aDp aD IN BAFFLE EL. C N 18"-PERFORATED PIPE IE.- / EL A Y j z v0 /// 18"DIA.DUAL DFp PFp F v V U U U U SEE PLAN FOR PIPE SIZE AND / // Q a EL D p Q 6 N o a o Q Z v 1 0 0 0 0 0 0 0 0 o WALL ADS PIPE PLACEMENT IN BED / a Q INSTALL 6 OZ/SY NON-WOVEN GEOTEXTILE FABRIC (SEE PLAN FOR PIPE SIZE) aDp D aD INLET SIDE PIPE INVERT o Q y o�o�jo�jo�o�o�jo�o�o�jo o�o�o�o�0 1 o paD o�p o w 0 0 0 0 o no no no no no no 0 0 0 o AASHTO M288 CLASS 2 ON TOP&SIDES v) m z o o / (GROUT) 1 = - = E ��2"CLEAN ROUND ORANGULAR DRAIN ROCK / / s „ WATER TIGHT SEAL Q a a EL C20 z PERF RATED 18" HDPE a 41 BOTTOM OF � oU oU oU oU oU o� oU o o / /a DIA PERFORATION IN o Q m w a a O O O O O O O O O O O O O O O O / // VALLEYS OF CORRUGATED Dp aD PIPE @ 0.0% (SEE a >� BOTTOM OF DRAIN ROCK/ D D DRAIN ROCK TOP OF ASTM C33 SAND a�pQp INFILTRATION GALLERY PIPE. 5 EA. N SOLID WALL ASTM C33 FILTER SAND DO Q o a 1,000 GALLON SAND AND OUTLET SIDE BADS HDPE SECTION DETAIL a Q GREASE TRAP z p 4 CPIPE @ 0.0% , c Q BOTTOM OF ASTM C33SAND 18" PPERF. PIPE Dop . , • - SEEPAGE BED M a a a CR DESIGN INFILTRATION RATE=1.1"PER HOUR Q s as Q PERFORATION aQ a4 a �aD D��D°D��D°D��D°D��D°D��D°D ° (ALL SEEPAGE BEDS) �� , /�� EXISTING POORLY GRADED GRAVEL WITH CLAY AND SAND SCHEDULE GROUND WATER EL=GREATER THAN 20.00 FEET BGS)Q as as as as SEEPAGE BEDS PI-1A$P1-1B �U� vUO U� UO DO D� DO EXISTING POORLY GRADED SAND WIITH CLAY 8 O C CONTACT DMNE aQ�aQ�aa�aa�aa�a0�aQ�aa�aQ SEEPAGE BEDS P1-1A&P1-1B CZ IX24" DIA. CAST IRON PLACE TRAPS ON 8" THICKNESS OF CHIPS 48-HOURS RING AND COVER OVER NATIVE UNDISTURBED EARTH BEFORE DIMNC NOTES 1-800-342- 5 STORM 4 158 1. MUST BE RATED FOR HS-25 TRAFFIC LOADS JOINT DRAIN BOTTOM OF a 2. INTERIOR DIMENSIONS OF TRAP MUST BE A MINIMUM OF 48" X 24" AT THE THROAT LOCATION. TANK RIM EL PERF PIPE IE SEASONAL TOP OF 18" DEPTH a Lu SAND AND SEEPAGE TANK LOWEST LOWEST FIG TOPTOP OF 18 TO TOP OF HIGH PERF PIPE FROM COVER HALF DRAIN ROCK TOP OF BOTTOM OF 18 PERF LOWEST FG a 3. THE DETAIL ABOVE SHOWS AN VALLEY PRECAST 1,000 GALLON SAND & GREASE TRAP. GREASE SIZE TANK RIM EL. OVER LOWER PERFORATED THICKNESS DRAIN DRAIN ROCK PIPE TO TO TOP OF 4 THE SAND AND GREASE TRAPS SHALL BE SET SO THAT THE TOP OF LOWER BAFFLE ELEVATION THE IE'S PIPES _ _ BED # LOWER DRAIN ROCK GROUND TO TOP OF ROCK TO CHECK MONOLITHIC . , TRAP # (GAL) EL. BED. BAFFLE EL BAFFLE EL PIPE IE. (FT) (FT) ROCK EL. EL. WATER EL. ROCK (FT) BOTTOM OF GW ROCK CONCRETE COLLAR ENTERING, AND THE PIPES EXITING ARE IN ACCORDANCE WITH THE PROJECT PLANS AND NOTE 9 BELOW. Z ROCK (FT) PER ISPWC SD-616 5. SAND AND GREASE TRAP COVERS SHALL MATCH THE FINISHED GRADE ELEVATION AND SLOPE. 2 O_ STORM 6. SOLID COVERS SHALL HAVE THE WORDS "STORM DRAIN" CAST INTO THE LID. aQ W 0 DRAIN SG P1-1 Pi-1 1000 2658.34 2658.71 2653.87 4.47 2653.02 10.00 4.19 2657.21 2647.21 2636.70 2.69 5.81 10.51 1 .50 OK a 7. DO NOT CONSTRUCT CONCRETE COLLARS FOR SAND AND GREASE TRAP COVERS LOCATED COMPLETELY U) p Z 24" DIA. CAST IRON a WITHIN LANDSCAPE AREAS. w m Q Z)� SG RING AND COVER P1-2 P1-2 1000 2659.84 2660.08 2655.74 4.10 2654.89 10.00 3.69 2658.58 2648.58 2640.97 2.19 6.31 7.61 1 .50 OK 8. H<1 FT USE GRADE RINGS (TYP.) O CoCoEE w CONCRETE COLLARS ARE NOT 1-FT < H <= 2-FT USE 24" DIA. RCP RISER; = Q 2 SG P1-3 P1-3 1000 2668.84 2664.92 2663.35 5.49 2661.25 10.00 2.17 2663.42 2653.42 2643.74 0.67 7.83 9.68 1 .50 OK REQUIRED WHEN LID IS LOCATED 2-FT < H <= 10-FT USE 48" MANHOLE CONE AND 48" RISERS. LU 0_ w COMPLETELY WITHIN A PLANTER AREA Q Z 9. EL. A> EL. B BY 0.10 MIN; EL. D < EL. B BY 0.85 MIN.; EL. C < EL. B BY 0.50 MIN. � w J SG P1-4 P1-4 1000 2659.15 2659.52 2654.58 4.57 2653.73 10.00 4.29 2658.02 2648.02 2640.85 2.79 5.71 7.17 1 .50 OK 10. MANHOLE FRAME AND COVER PER ISPWC SD-617. QLU ACHD RIGHT-OF-WAY = 11. BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET AND OUTLET ON SIDE OF BOX. O MONOLITHIC 12. SEE ACHD STORMWATER DESIGN GUIDELINES BMP#1 "SAND AND GREASE TRAP" FOR ADDITIONAL Z o Keyed Notes 0 SEEPAGE BED NOTES: CONCRETE COLLARS REQUIREMENTS. � a y1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN THE BOTTOM SS\0AL FNG 1. NON WOVEN FILTER FABRIC ON TOP, ENDS, AND ALL SIDES OF ELEVATION OF THE LINED SEEPAGE BED; OR, WITHIN 3-FEET OF THE 1 ,000 GALLON SAND AND GREASE (S & G) TRAP 2 ��`'�G\STE SEEPAGE BED. BOTTOM ELEVATION OF AN UNLINED SEEPAGE BED. 2. ALL GEOTEXTILE FABRIC SEAMS SHALL OVERLAP 1-FOOT MINIMUM, SD.3 3 DRAIN ROCK SPECIFICATION UNLESS OTHERWISE DIRECTED BY THE MANUFACTURER. � 12-18-20 PERCOLATION TEST REQUIRED AT EACH �TFOF Void Volume of T pical Materials 3 ROADWAY SECTION IS REQUIRED OVER THE SEEPAGE BED IN '�'Oss Material Void Volume % SEEPAGE BED LOCATION: PAVED AREAS. 2" Max Blasted Rock 30 4. SEE STORM DRAIN PLANS FOR ADDITIONAL INFORMATION. 24"DIA.FRAME AND COVER PER ISPWC INLETS PROVIDE STANDARD SLOTTED COVER FOR INLETS . � • (1-1/2" to 2" Uniform Size Gravel 40 1. THE DESIGN PERCOLATION RATE FOR THE SEEPAGE BED INFILTRATION 5. THE BOTTOM ASTM C33 SAND ELEVATION IS THE MINIMUM EXCAVATION C :. m • • /4 Uniform Size Crushed Chips 40 FACILITIES IS 1.1 INCHES/HR. UNDER DIRECTION OF THE OWNER'S CO Crushed Glass 30 GEOTECHNICAL REPRESENTATIVE, CONTRACTOR SHALL CONDUCT A DEPTH. '•. . • . 1 .• .• 00 PERCOLATION TEST TO BE WITNESSED BY THE OWNER'S 6. SEE ACHD STORMWATER DESIGN GUIDELINES BMP#20 "SEEPAGE BED" 0 Crushed aggregates shall have a minimum 50% crushed or fractured face (at GEOTECHNICAL REPRESENTATIVE &ACHD. CONTRACTOR SHALL FOR ADDITIONAL REQUIREMENTS - "OPTIONAL CHAMBERS ARE NOT Cn least on one side and meet the following gradation: PROVIDE ALL WATER, AND OTHER MATERIALS REQUIRED TO PERFORM REQUIRED. GROUT CONCRETE GRADE RINGS AS REQUIRED Z • ' THE TEST. THE PERCOLATION TEST SHALL BE PERFORMED BY THEco M C\j co Crushed Aggregate SOILS ENGINEER AFTER THE SEEPAGE BED IS EXCAVATED TO VERIFY 7. GROUNDWATER WAS DETERMINED WITHIN THE PROJECT GEOTECHNICAL o co • Sieve Size Percent Passin THE DESIGN INFILTRATION RATE. (NOTE: AN ACHD INSPECTOR MUST BE REPORT TO BE GREATER THAN 20-FEET BELOW THE GROUND SURFACE. a a a (30"DIAMETER AMCOR CB1 0)CATCH BASIN HEAD 3 inch 100% PRESENT TO WITNESS THE TEST FOR IT TO BE CONSIDERED VALID). IF REFER TO GROUNDWATER RECOMMENDATION PREPARED BY MTI DATED r_: a THE PERCOLATION IS LESS THAN THAT SPECIFIED BY THE SOILS MARCH 14TH, 2019. a 1 inch 25-60% REPORT AND ENGINEER, CONTRACTOR SHALL CONTACT ENGINEER TO W . 3I8 inch 0-4% RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 8• THE DESIGN VOLUME OF THE FACILITY DOES NOT INCLUDE VOIDS WITHIN a .6 No. 200 0-2% ACHD APPROVAL IS REQUIRED FOR ANY MODIFICATIONS TO THE THE ASTM C33 FILTER SAND LOCATED AT THE BOTTOM OF THE FACILITY. 24"DIA. GROUT N STAMPED, APPROVED DESIGN PLANS. 9. THE SEEPAGE BED WIDTH SHALL REMAIN CONSTANT ALONG THE >a LONGITUDINAL LENGTH OF THE SEEPAGE BED. 29"DIA. <_ o Q Z U 30"DIAMETER CONCRETE CATCH 10. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION s� BASIN/INLET BOX z� GEOTEXTILE SPECIFICATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY �m (AMCOR CB-100) EXCAVATED (NOTE: AN ACHD INSPECTOR MUST BE PRESENT TO WITNESS o0 THE TEST FOR IT TO BE CONSIDERED VALID). IF THE PERCOLATION IS 3.5' Non-Woven Filter Fabric j4 Property Test Method English LESS THAN THAT SPECIFIED BY THE SOILS REPORT AND ENGINEER, os Tensile Strength Grab ASTM D-4632 120 Ibs CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR o o w� DRAINAGE TO OCCUR, OR RE-DESIGN THE SYSTEM TO ACHIEVE THE w o6 Elongation ASTM D-4632 50% REQUIRED INFILTRATION. ACHD APPROVAL IS REQUIRED FOR ANY W Puncture ASTM D-4833 65 Ibs CY MODIFICATIONS TO THE STAMPED, APPROVED DESIGN PLANS. w Trapezoidal Tear Strength ASTM D-4533 50 Ibs N UV Resistance ASTM D-4355 70% 11. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC a �W SEE PLAN FOR PIPE SIZES, SEE PLAN FOR PIPE SIZES, I o Apparent Opening Size MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL ENTRANCE ANGLES AND GROUT ENTRANCE ANGLES AND ASTM D-4751 70 US Std. Sieve COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT zo AOS INVERT ELEVATIONS INVERT ELEVATIONS zu, Permittivity ASTM D-4491 1.50 sec-1 OF THE MARKERS DURING CONSTRUCTION, AND PRIOR TO BACKFILLING. GROUT >� Water Flow Rate ASTM D-4491 120 gpm/ft2 ok U tt w 3 0 Woven Fabric Property Test Method English y Tensile Strength (Grab) ASTM D-4632 Min 250 Ibs N Cn Z 13 Puncture Strength or CBR ASTM D-4833 or Min 125 Ibs or Min 950 Puncture ASTM D-6241 Ibs UV Resistance ASTM D-4355 Min 80% Apparent Opening Size J ASTM D-4751 70 US Std. Sieve - b (AOS) "' PLACE BASE ON 8"THICKNESS a Z LO Water Flow Rate ASTM D-4491 Min 18 gpm/ft M OF BEDDING CHIPS w J m Percent Open Area CW-02215 Min 4% so" W Q m Z > 29c° W co oo 0 _ L Y � m 0 37" , W Q N X Z COMPACTED SUBGRADE o w w a _ SEEPAGE BED CROSS SECTION NOTES Z a a o 1. ALL CATCH BASIN COMPONENTS SHALL BE HS-25 TRAFFIC RATED � 2. CUT PIPES FLUSH WITH INTERIOR WALL OF STRUCTURE. a JOB NUMBER: S D 3. GROUT ALL PIPE CONNECTIONS TO STRUCTURE-GROUTED CONNECTIONS SHALL BE NEAT AND SMOOTH. 0 I D B2099 DATE: 12-18-20 SHEET NUMBER: 30" DIA CONCRETE CATCH BASIN (30" CB) 3 w p� J SD.3 F_ SDm3 U � wZ 00 LL `W 1 0 a 9 B 2 2 0- 0 5 QUt 36" r — — —— — — — — — — — — — — — — — — — — — — 28„ o 3 OOO O Op \ 1 I �� \coL,o 1 ✓✓/ <.> 41> O00ppp0/❑0 I - a A N A 0 0 0 0 0 0 E�000n O �. e.' r �JJ' p0 O i A T O STOMRM pp A ---------- -- ��-- EE III] i ¢ c. y LID zNOTCH iaii 2"X2" DRAIN yam O O O O O 4 y� sENc z 1/16" LIP (TYPICAL) 2 I _ 26-1/2" - n / I C .2c - H.. I U- a - o N TOP VIEW L - - - - - - - - - - - - - - - - - - - - - - - � a o� �3No E o 14 �' s 1 8s} 3 nP, PLAN VIEW 6 o T } U 4 v Q 6 N.T.S. 5 P LAN _ N.T.s. I T- 1=1 �I I-f 1=1 a 0 2 N SECTION B-B SECTION A-A ISOMETRIC s II-III-III-111=11 3 _ ' 1=111=1TI�T_f�ITI- v, g �w o N a E N.T.S. III-1 I-III-III-I -11 I-III-I 11-I 1= o y o B GRATE TYPE III (MIN.) —Il- a mw >a TOP VIEW N.T.S. ----------- 4 a" RADIUS UP TO INLET CATCH 702 FLOW. o BAFFLE WALL 6ASIN, SEE ROLLED Culls sD-70z. A OUTLET 6" 18" 4" 3 HAND FORM RADIUS AT INLET CATCH BASIN TO FIT I 2" 3 2B" G A. 8 ELEV B FLOW J 1/2" 4" 8 . ELEV A 2'-0" 4 ELEV D CONTACT DICaLINE Z z" LIP y4. - a -- - - s OR 2'-6" ELEV C AFFLE WALL 4 BEFORE DIGCINfa NOTE- 20 STD ,��f Ce g _ 2" 6 SEE NOTES BELOW \ SECTION A—A 1-800-342-IN5 \ OA TOP OF COLLAR TO BE FLUSH Ld + 2„ i n N.T.S. WITH MANHOLE COVER, 7 27 1/2" I.D. 0.2% MIN B 3LB PER CY OF FIBER—REINFORCED j SLOPE O CONCRETE MAY BE USED IN LIEU OF SECTION A-A _ LEGEND LEGEND REBAR WITH ENGINEER'S APPROVAL. N.T.S. Lli O1 #4 REBAR (2 EACH) SEE SECTION A-A). U U) O ADJOINING TOP OF CURB. zzzzJ = 1-3/4" x 1-3/4" x 1/4" O2 #4 REBAR AT 20" SPACING. 7 NOTES OUTLET, CATCH 1. SAND AND GREASE TRAP USED FOR SUBSURFACE FACILITIES ONLY � AREA STEEL ANGLE O3 PAVEMENT SURFACE. 2 O3 SCORES. 1/8'-1/4 T z ®STANDARD GRATE AND GRATE FRAME, ° < TOP VIEW ENS VIEW ® RIM- 0 (TYPICAL) U) 0 LEGEND: 2 O 1 MANHOLE FRAME AND COVER PER 5D-617 TYPICAL Q SEE SD-609 OR SD-610A. O FRAME AND COVER PER SD-s17. aA A 2 LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) _ j STANDARD ROLLED CURB AND GUTTER. GRATE FRAME DETAIL 6 SEE "DETAIL A" FOR REBAR IN COLLAR. 4 s H 1-FT USE GRADE RINGS TYPICAL Z O � NOTES s�. 1-FT < H <= 2-FT USE 24" DIA RCP RISER LLI 00 Q ©4" X 4" X 3/8" ANGLE IRON 2'-4" N.T.S. ( FINISHED GRADE. 2" (MIN.) 2-FT < H <= 10-FT USE MANHOLE GONE BC 4$" DIA RISERS Z O7 (3) 7" ND.4 BARS AO FOUR—SIDED FRAME IS REQUIRED. co LEGEND O SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MAXIMUM HEIGHT, O EL. A > EL. B BY 0.10' MIN O Y w SECTION A—A O9 GROUT BETWEEN RING AND COVER AND GRADE RINGS. EL. D < EL. B BY 0.10' MIN = � 2 ®EDGE OF GUTTER O 1-1/2" x 3/4" STEEL BARS (TYP.). n EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD Q N,T.S. 10 FRIBILLATED POLYPROPYLENE FIBER (1 1/2 LBS. PER CY) DLTAl A z 0- O2 1/4" FILLET WELD ALL BARS. MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE (s�WATERTIGHT SEAL w 4 PLACES (TYP.) COLLARS. N.T.S. 6 PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET z ON SIDE OF BOX 2017 ACHD REVISION O WELD (4) 1/2"x7" STUDS. Q � J LU 2017 ACHD REVISION 2017 ACHD REVISION = F U IDAHO STANDARDS INLET CATCH BASIN STANDARD DRAWING IDAHO STANDARDS CATCH BASIN GRATE STANDARD DRAWING IDAHO STANDARDS I STANDARD DRAWING ACHD STORMWATER DESIGN SAND AND GREASE TRAP STANDARD DRAWING z Lu FOR PUBLIC WORKS NO. FOR PUBLIC WORKS NO. FOR PUBLIC WORKS MANHOLE COLLAR N0. GUIDELINES BMP 01 0 a CONSTRUCTION TYPE IV (FOR ROLLED CURB SD- 604A CONSTRUCTION TYPE III SD - 61 oA CONSTRUCTION SD - 61 6 1 of 2 (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) ACHD SUPPLEMENT �SS�ONAL ENG� \STE �c� OFF LEGEND WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER PERFORATED PIPE 3 0 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED 12-18-20 0 FINISH GRADE 0 CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) SOLIFILTER FABRIC WRAP �qT P`Z` 1 2 T ACERI WIRE SHALL BEO OPLACED ON OU S DEOLES OR SLTS CUT INTO PIPE ATOF POVC P PNE,EMINIMUM 15 GAUGE, INSULATED, SINGLE- PERFORATED PIPE 2 5 2 5 WALL D PIPE TOP AND SIDES (TYP) doss K DER\ �So� CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS a IIIHI Q 6 PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" III III 1 I II II I Q e, Q � o e e ° •PIPE. DRILLED WES MAY USE 4" PIPE il II-11 -Ili_ w _ lI�ICII III=III- 4. = NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK e 0) 0 •e e 00000000000000000000000 00000000000000000000000 Imo!; III=III E _'� OO POLYPROPYLENE FIBER REINFORCEMENT AT 1 1 2 LBS CY 00000000000000000000000 0000aaoo000000000000000 0 • • =.... 3 ,.'g AP = / XTEND SOLI w EXTEND SOLI • • • • r BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. 000000000000000000000 WALL PIPE 5 cn 000000000000000000000 • • • USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES 0000000000000000000000o WALL PIPE 5 00000000000000000000000 > a• 0c 00 • ' o • • w s 3 NOTES: l co i , PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WLLLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR STORM DRAINAGE FACILITIES A N.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS cwn U 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD LL 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION SEEPAGE BED SEEPAGE BED L� 0 w w Q 10 o OPTION 1: BREAK BED ow m PLAN ;o a z N.T.S. om <_ U Q UO Z 3� LLJ 8 3 g X W K N 00 LLI 6 SECTION CONCRETE COLLAR SEEPAGE BED >> � N.T.S. oz ° EXTEND SLEEVE EXTEND SLEEVE z w5 5' — 5' 9 �D 4 PLRF w� PIPE w w� ° °Z .0 U Y �U 9 EWER WATER SERVICE aLL C 10 Z� —VI CUT FILTER FABRIC J� oa SLEEVE Z ow Y k U¢ ¢3 a o wF 0 0 0 7 t fn ' 00 3 Vl U o3 `�, Z J SECTION N.T.S. OPTION 2: SLEEVE LINE SECTION LLJ Q U N.T.S. L0 NOTES Q Ill 0 > 00 w 1. OPTION 1 REQUIRES SEEPAGE BED LENGTH TO BE INCREASED BY GAP LENGTH = z m z It°D of U 2017 ACHD REVISION 2017 ACHD REVISION °w o N N m U Z 0 Ill wd w IDAHO STANDARDS IDAHO STANDARDS 99^ a 0- FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING 2017 SEEPAGE BED/SEWER CX STANDARD DRAWING Z CONSTRUCTION OBSERVATION WELL SD - 627 CONSTRUCTION OBSERVATION WELL SD - 627 ACHD SGUIDELINES TER DESIGN WATER SER1/10E CONFLICT DETAIL 07 Q JOB NUMBER: (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) J 2 OF 2 If IDB2099 Q DATE: 12-18-20 SHEET NUMBER: Lij Cc F O W � SDm4 w (n — wz ss 00 .. .. Q V 3. W 7 ENCLOSE TOP & SIDES OF ROCK > W -�T� WITH NON WOVEN GEOTEXTILE FABRIC W U) _ �� ~�S o 0 L - �3od SAND/GREASE TRAP (ISPWC SD-624) OR 0- 0 do= ood=`3 SEDIMENT MANHOLE (ISPWC SD-61 1) 1—FT MIN TYP 6" MIN TYP 18" DIA. HDPE OR PVC QU to.o�NN�o� 18" DIA. CORRUGATED HDPE F INSTALLED WITH CHAMBERS/ PERFORATED PER 2' RING & OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN ENCLOSE TOP & SIDES OF ROCK SCHEDULE BELOW o = COVER PER WITH NON WOVEN FILTER FABRIC ` PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS OBSERVATION WELL #1 N� --- - ISPWC SD-617 SEE COVER ` ��s� AND DRAIN ROCK ON OPPOSITE SIDE OF STREET IN SIDEWALK OR �_ �- a�oy (NP) TREES & SHRUBS NOTES MIN 50' DISTANCE =o i� �».w E� `v ARE NOT PERMITTED OBSERVATION OPTIONAL SrORMWATER STORAGE ° "-2" CHIP •° N o c H¢ E o ON TOP OF SEEPAGE WELL CHAMBERS, SHAPE & SIZE a°• ^" ewa � �„ 3 4 °° aa°° ° �° N BED VARY PER MANUFACTURER 9,Q 1q ELEV BOTTOM PERF <= EE COVER i \/j/\ / <• . 18" 12" \\j \\ WOVEN GEOTEXTILE BETWEEN z ELEV BOTTOM BAFFLE NOTES ��\j\\%\\\/\//\/ ` <•, - ' :' \ //\�\\// CHIPS AND 2" DRAIN ROCK w —12" DIA. HDPE yo ILI \\/\\//\/\\\ w w SD PIPE - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ..!/\j\\//\j/\ OVERLAP WOVEN AND NON CO�, OR PVC SEE 5 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 '��\\/\\ \�/\\j\\ WOVEN GEOTEXTILE A MIN OF _ _ PERFORATED ® ® �� ® F— ® d s E c NOTE 11 0% SLOPE STD 0% SLOPE \/�\j-NATIVE\\ \\ 1—FT QN ALL SIDES r2' WASHED ADRAIN Lu 2" WASHED DRAIN PER SCHEDULE SOIL \�\\/ ROCK OR CHIPS> � ROCK OR CHIPS? LL BOTEWI 1 SEE o ��\ i \ \\ — I \�\�� Sidewa o y NATIVE \\/ 2" WASHED VARIES SEE 2„ WASHED \\�/\\�%\�\\� w z E o Ta N \ \//\/\\ h: Q O MAINTENANCE c�i U = w ,SOIL //\/\\� \/ DRAIN ROCK PLAN SHEETS DRAIN ROCK \\j/\\j\\//\j 1.5_FT ,,y. "- <` ._`:'. ...": 1.5—FT DIVERSION STRUCTURE WITH ACCESS TO Q - /// \\ / RAISED INVERT OR WEIR WALL STRUCTURES 5' OF 18 SOLIDQ w ASTM C33 ` AST C33 ASTM C33115'1 N N �_ -5,WALL PIPE WITH 1.5—FT WIDTH VARIES E= aEd` FILTER SAND.:: i. :'FILTER SAND' : '+ FILTERI F I WQ PIPE,4 OF PIPE BEDDINGH GH LOW BYPASS PPE3—FT PER PLAN SAND X WIDTH SEE NOTE 1 1 ON BMP 20 PERF TOP HALF d rw a o� NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5—FT IN� MAX HSG j (1 of 3) a MINIMUM OF 1—FT TOP AND BED NON—PERFORATED ELEVATION OPTIONAL CHAMBER STANDARD SIDES ONLY TO PERFORATED PIPE SECTION SECTION A-A Of T Lu SECTION N.T.S. N.T.S. NOTES: N.T.S. OBSERVATION 00 1. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. WELL 1 ;, WIDTH I PLAN-SEEPAGE BED S. 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE # �� OUTSIDE ROADWAY SEEPAGE BED MAX HSGW ELEVATION , 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED �; a� �, N.T.S. CONTACT DMINE 4, SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS �n OBSERVATION WELL #1 48—HQURS 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS ! ON OPPOSITE SIDE OF STREET IN SIDEWALK OR 6. ALL GFOTFXTiLF SEAMS SHALL OVERLAP 1 FOOT MINIMUM + / �° d BEFORE DIGGING 7. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE �4,5 Sidewalk s 1-800-342—IN5 8. MAXIMUM BED LENGTH IS 400—FT BETWEEN MANHOLES A A 18" PERF PIPE 12" PERF PIPE 9, BED WIDTH SHALL REMAIN CONSTANT � WQ BYPASS SEE NOTE 11 10. WATERTIGHT CONNECTION REQUIRED 0 11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF 0100 VELOCITY THROUGH STRUCTURE > 0.5 FPS w OBSERVATION PERFORATION SCHEDULE J &WELL #2 3/8" PERFORATIONS IN VALLEYS HI FLOW BYPAS PIPE SD PIPE Lu COVER NOTES: ACROSS STREET OF CORRUGATED PIPE. 5 EA ON FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT—OF—WAY: WITHIN SIDEWALK (1 NOTE 11 ON M J Q �J�,� 18", 8 EA ON 12" (1 of 3) J = 1. A MINIMUM 1.5FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED rl O z FOR SEEPAGE BEDS IN PUBLIC RIGHT—OF—WAY: pF_I =21qL ® _ 0 1. A MINIMUM 1.0—FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED Q U) 0 --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN Sidewalk _ --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED A o U) p z --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0—FT BELOW PAVEMENT SUBGRADE OBSERVATION WELLS: 2 REQUIRED PER BED PLAN LLJ pp Q 2. IF < 1.0—FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR 4" TO 2" ROCK IS REQUIRED WITH WO PIPE, DIVERSION STRUCTURE WITH Z) 0 MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. N.T.S. PERF TOP HALF RAISED INV OR WEIR WALL O Y w 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE REQUIREMENTS FOR FACILITIES IN RIGHT—OF—WAY _ Q 2 SUBGRADE PLAN-SEEPAGE BED 4. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE 1• BED IS LIMITED TO AREA WITHIN 5—FT OF CURB FACE UNDER ROADWAY; Z UNDER SIDEWALK w SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE 2. NO GREATER THAN 10—FEET IN DEPTH TO THE BOTTOM OF THE ROCK; z 3. MAY NOT EXTEND OUTSIDE OF THE RIGHT—OF—WAY (MAY NOT ENCROACH ON PRIVATE LOT IN AN EASEMENT); N.T.S. Q w J SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES F W _ 0 Lu O w W 2017 SEEPAGE BED WITH STANDARD DRAWING 2017 SEEPAGE BED WITH STANDARD DRAWING 2017 SEEPAGE BED WITH STANDARD DRAWING o a ACHD STOIDEINES ER DESIGN OPTIONAL CHAMBERS BMP 20 ACHD STOIDEINES DESIGN OPTIONAL CHAMBERS BMP 20 ACHD s oIDE LINES DESIGN OPTIONAL CHAMBERS BMP 20 ENG� SHEET 1 OF 3 SHEET 2 OF 3 SHEET 3 OF 3 �SS\ONALO�c �G\STE F �F 3 12-18-20 .2� 0 • • . . . • (0 (. CO 0 1• .. .. .. . • . . . co •• c\I co W n a 10 OU K 0 O a� a a< z o Z. 01 3� �m K N 00 zQ o_ U� 03 oz �z w5 0 �D > �z W wJ Q' w K U Zz O to �U J W 1 w I 0 C O z� U d OW Y k U¢ ¢3 wF 10 t� c 3 n Y�' U) O o 3 `� Z J_ Q W Q U Z Q — LO W rn 2 < O}0 Z W °D U H W O N m U N Z 0 w wdL z 0- 0- < JOB NUMBER: If IDB2099 Q DATE: 12-18-20 SHEET NUMBER: ui 1 0 SDm5 W W fn VJ - wZ 00LL W ` 3_T - - _ O H % 43.04'OF 8"SDR 35 PVC @ 1.00% 'j a Z SD-SERVICE#6 a O 22.54'OF8"SDR 35 PVC @1.00% 4+47.35,0.00 ° QU Oft - RIM:2667.40 41.00'OF 6"SDR 35 PVC @ 0.96% 41.00'OF 6"SDR 35 PVC @ 2.08/o W I I - .L,j °, 8"IE IN:2661.93(S) PH E 2 8"IE OUT:2661.93(N) PHASE - Z v �... -- - �L N N SD-SERVICE#4 41. 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Y. ® I _ .. � �zJ z ---- --- -- ...... - ----- - - -- -- -� --- --- -- ----- --- ---- = o = � •.. •.. .. •. .. .. •. •. •. .. •. •. •. •..• .... .... ....• :•••"� \d - ti 60... :• c 6 .. EP MEEN6LEP ti I... 4 IE OUT. 2666.05 N = - i I ( ) 4P.1....... 4P1 ~142° ... 5...... \ I a m o d \• 1 $.• ` ..I -SERVICE#10 I 0 SD-SERVICE#12 / I I �. U c y •::.... ��''�•'., �''�•• • " � 5 6+11.35, 0.00 23-2 '�w a�.o� m 10.00' 68.22 OF 8"SDR 35 PVC @ 6.45/o... :•;k00:: ...•::::::.:• : - \ SD-SERVICE 6+93.35,0.00 ?66, I I " 4+04 30,0 00 RIM: 2668 33 'r, >/ .:.•� I - - - - 5.00' EP 2-3 N RIM: 2667.52 6' RIM:2670.14 .. '•., 152 .. s''...•. ..:::::....... ..... SD-SEVICE#3 6" IE IN: 2663.72(S) as / ): 2k00'''•....... �� 6 I UT:2663.7 •' •• 3+5 8" IE I 6' � O 2 N ••. 4 IE IN: 2665 81 (S) � OUT: 2661 ( ) 2665 ) •....•��'`.. � 3426000 I a� SEEPAGE BED P1-4 r�6�o .................,,.......... � RIM:26 7.66 16-3 _ 8" IE 0 50 N `.. `�. 6"IE OUT: 63(N ti " 8 IE IN:2660.99(SE) 15-3 17-3 18-3 19-3 20 3 I 21-3 22-3 3-3 c ^�� ..... j \ 8 IE OUT:2660.99(NW) 41.00'OF 8"SDR 35 PVC @ 1.00% I f•.• :� t.., M FG:2659.52 i �P \ ....................1.4.,,.3................ S CE#7 ��, SD-SERVICE SD-SERVICE#11 / I SD-SERVICE 6 2 3 00 / 2661....................... D- ,l...................................................... 5 \ 4+88.35,0.00 - ERVICE#8 + 5, 0. / CONTACT DICLINE SO \ \ \ 58.29'OF 8"SDR 35 PVC @ 1.00% 266 RIM:2667.49 5+29.35,0.00 �� RIM: 2669.38 / 2661.... „ RIM: 2667.68 a+ i :' / 48-HOURS 8 IE IN:2662.34(S) g"IE IN: 2662.75 '� 6 IE IN: 2664.58(S) i ., BEFORE DIGGING (S) 6" IE OUT: 2664.58(N) 22-2 RIM:2659.28 30 DIA. CB P1-3A 13-3 \ 8"IE OUT: 2662.34(N) \ - - �P� \ 2+02.79, 0.00 \ I 8"IE OUT: 2662.75(N) /: \RIM: 2 1 SD-SEVICE#2 \ �, o 1 800-342 1585 SG P1-3A 10"IE:2654.78 659.6 \2+95.13,0.00 _- --J`'•---- --- --- 41.00'OF 8 SDR 35 PVC @ 1.00/o I I 1000 GAL S&G TRAP I ' :... �� 8"IE IN: 2655.77(S) \ 12_3 o �P \ RIM: 2667.56 \ 10 IE IN: 2654.78(S) 1 10 IE OUT:2655.61 (NW) - - - - - - - ""' / TOP OF LOWER BAFFLE: 2654.58 co p \ \ v-� \ \ 8"IE IN:2660.41 (SE) \ _ - Mg // U Lu Lu - _ 18"IE OUT:2653.73(W) - IYlo \ \ \ 8"IE OUT: 2660.41 (N) ` J Q I \ 02.79'OF 10"SDR 35 PVC @ 0.80/o \ \ i' 8N!'' 8 8W 8W \ ` J 2 �� \ \ 11-3 \ \ \ /�� g\N / W RIM:2659.15, \ \ \ \ \ IN CREE'N Y _ 2,-2 O z I I aw _ s 8s S = O \ \ \ ACHD SEEPAGE BED-SEE SD.1 8 j,, U) 0 I 5-3 \ \ \ \ \ S p - \ \ i i •,. C7Lu m Q r 0 - ........... O 9-3 \ \ \\ // \\ 20-2............. \t�� O `1 W Lu N o............................ 2660............ ....... ---T_ di Q LU STORM DRAIN - AREA 3 (PRIVATE) _ w w 0 20 40 z FEET 0 O d SS�ONAL FiyG 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40 Keyed Notes O �� G\sTE 2680 2680 Q� �� Fo FF cn 1. 1000 GAL SAND AND GREASE TRAP PER CURRENT ACHD STORM WATER 3 cli too DESIGN GUIDELINES BMP #1 (SEE SHEET SDA AND SEE DETAIL 2/SD.3). 4t to �'� 12-18-20 .r0 N o L) o co N 2. 48" DIA. CONCRETE CATCH MANHOLE PER ISPWC SD-611. USE �, 9TF OF \pP it N 00 M CR OLDCASTLE MHL 136 FLAT 48" DIA. PRECAST CONCRETE LID. Oss K ER��S� o ti N o N � v c M (D N � � N w 3. SEEPAGE BED PER CURRENT ACHD STORM WATER DESIGN GUIDELINES 2676 ti w ti N z O= r, *x M `" ~ w o o N cl ti 2676 BMP #20 (SEE SHEET SD.5 AND SEE DETAIL 1/SD.3). CD . . � � fn W W ,n � M � w MtoN W M NZO U O oN • Lf) LO • 0 0 °+° _ - N ` � w o N m N o 0o N cn w ,,� 4. GROUND WATER OBSERVATION WELL PER ACHD SUPPLEMENTAL co ;• 0 • o 0 o co rn M o0 00 M �? co W o o "i co U c rn to 0 +Lc) - - W �"? N Z O DRAWINGS SD-627 SHEETS 1 &2 SEE SHEET SDA LOCATE " • • W O � � N O D7 � Q? Co W O cn 0 O cq to > O � N H w M N Z Q V) co I to co V) M W W ( ) - ( )' • • . . • c� o N ��, a? to woo N 0 � � to "' � � ti N � � �� z � N � w w_ G m � _ - MONITORING WELLS IN ACCORDANCE WITH CURRENT ACHD �• �• �• �# O O O U O O N Ln to W M N - O ^� _ cn co -e to •• a �• • w o N ? O w o to t" o j o N L Z w M N ? O cn o w w N STORMWATER GUIDELINES BMP #4 SHEET 2. • • cn � W_ W_ U_ otiN � to uito W MN - O cn WW In + _ - - o + > "' COo z "' tors N w w v) CO w w + E : - �' cO 5. SOLID WALL 18" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE fn N 00 c0 W N - O U to Q + to In 00 00 • cn + w_ w_ w c cm N m + to v co co AND 5-FEET INTO SEEPAGE BED (NON-PERORATED). •• 2672 M > O N 2672 6. CAP END. • to co Z w c (D N � N w w 7. 30" DIA. CONCRETE CATCH BASIN - (SEE 3/SD.3). 0 > tYi coo Z N co 00 8. STORM DRAIN LOT SERVICE -(SEE 1/SD.6). W N - O U) U* w cA N 00 0o Q 1 0 FINISHED GRADE @ PIPE C/L ow ¢o 0 a� a 2668 M ti � 2668 <_ Ln om m U Oa0 c o � N oa �� V O Oi C4 tV z co gm ti N - W ¢N CW � oo M N oo 4"DIA.MECHANICAL PLUG oa 25.50'OF 4"SDR 35 PVC @ 0.928% 0. a= 2664 ^/ 2664 4"SRD 35 PVC RISER PIPE z0 �� APPROXIMATE EXISTING V FINISHED GRADE o w �U GRADE @ PIPE C/L '� J w w� 41.00'OF 6"SDR 35 PVC @ 2.574% �j��j��j� �j�� W �0 o .110 LL / 41.00'OF 6"SDR 35 PVC @ 2.077/o j/��j/��j/��j/��j/� �j/ / Q �_41.00-OF 6"SDR 35 PVC @ 0.963% � �j��jj�� jj�� 2660 2660 %�%�%��% %�%� Z Z ° N w /\ 41.00'OF 8"SDR 35 PVC @ 1.000% PVC"Y"FITTING MAINLINE PIPE DIA.X 4" o /\ 41.00 OF 8 SDR 35 PVC @ 1.000% SITE STORM DRAIN PIPING _ a o 00 / 41.00'OF 8"SDR 35 PVC @ 1.000% PIPE SIZE VARIES SEE PLAN W z FLOW DIRECTION 2656 43.04'OF 8"SDR 35 PVC @ 1.000% 2656 Q Za"GI o NOTE: �22.54'OF 8 SDR 35 PVC @ 1.000% c� z � 1. ALL PIPE AND FITTINGS SHALL BE SDR 35 PVC. w _ o 1+00.00 102.79'OF 10"SDR 35 PVC @ 0.800% 28.34'OF 8"SDR 35 PVC @ 1.000%- Q ¢ 5 ,6 Y J Q m z 00 10"IE: 2654.78 0--00 68.22'OF 8"SDR 35 PVC @ 6.446% 58.29'OF 8"SDR 35 PVC @ 1.000% STORM DRAIN SERVICE `~w' Q 0 IL 0 _� Z 2652 24.11'OF 8"SDR 35 PVC @ 1.000% C 2652 Z a a 1000 GAL SG#P1-3A HORIZONT L SCALE:1" 20' �D•� � JOB NUMBER: VERTICA SCALE:1"_ ' 0 2650 2650 I DB2099 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40 DATE: 12-18-20 SHEET NUMBER: w O F SDm6 w v/ w 3 t - - wz 00LL W _ ` 3 T - - _ 0 � N 9 N �/ ,,^^ W V! t _ ap o=L) 0 ��3 Q - I ,, ---------f--------- _ -- ___ ------- . N r a Keyed Notesa - 3 • J � o� c y n�y d�N O+m c f / ,, \/ ........... ................................... ...... 1. L WATERSERVICE PER W W3. _ _ _ 2659•......... / / ... / - - ............ `o i� ».w Z 4 �� 2. SINGLE 4" WATER SERVICE PER W1 &W2. �� `� =y Z / o d cl 3. REMOVE EXISTING BLOW-OFF AND CONNECT TO EXISTING 8"WATER. o, v= 4. CONNECT TO EXISTING BLOCK OUT IN SEWER MANHOLE -VERIFY AND MATCH EXISTING INVERT U SSMH-2 / / / Z - � N 4+57.42,6.00R(LINEA) / / // i N Y x ELEVATION - NOTIFY ENGINEER IMMEDIATELY IF PLAN DISCREPANCIES ARE NOTED. a o •'.. _ E E+c -10 1+00(LINE B) / / / �.' ; Q 5. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE AND NON-POTABLE LINE. SEE c .° o o E'3 ti N:696216.8385 RIM:2658.29 / % %`.. �•••••.•....• ~"" WATER NOTES 2 & 3 ON SHEET C1.1 AND DETAIL 1/UT.1. aN >` o E:2452787.5655 8"IE IN:2651.45(E) / \/ / `•/ •: �'.•: i 22.5°BEND 8"IE IN:2651.45(S) // / / `•; ��1' w o oCL 0 o a S 8"IE OUT:2651.35(W) CL w O 696216.0778 s N:696210.6562 0 N:696214.4074 / / s E:2453110.5072 U Tad yt O :4 4P qPl 4fZ 4P1 2452854.2823 PI 4P1 4P 4P1 4P1 4P1 Q s E:2452781.5019 / c - 2"BLOWOFF PER W13 Q +� _ _ >a 22.5°BEND - - - - a"TEE - Notesd p ui - - - L L 5 - _ 3 5 o 8' GV(W,E,&S) 'a Ln 66.72 LF 8"` w '� o N cn - S 'o 'i 76.90 LF 8" BW...... - 256.27 LF 8" 5 5 c N a E W -8 8W - 8W 8W SW 8W 8W W Syy o 3+00 , I 4+00 6.53 LF 8" o 0 5 1. SEWER MANHOLES SHALL BE 48" DIAMETER STANDARD MANHOLE TYPE A PER THE ISPWC a T T o'4" smucnon- N ° _ Ln �8S 0 5+00 S.CONTENDER DR. 6+00 o m m 17N11" , i=� 180 �{� ; 5 , ,- _I 5 I- A ,7+00 7 STANDARD DRAWING SD-501 INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND SS 8 8S S T'' .SEWER LINE A - - - - - - MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. EX-SSMH-1 °O :.` o y o ��-SS S 8 8S 8S 8S� 8S 8S $ 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. INSTALL STANDARD SERVICE 4"IE:2653.15 3+20.69,6.00R 4 - cod-265E °o O c x RIM:2659.79 o MIIIIIIIIIIIIIII FG:2659.21 1 .................� � � � o � SSMH-3 MARKER PER ISPWC STANDARD DRAWING SD 512 ALL SEWER SERVICES SHALL BE 4" PVC SDR 35 5 ' 8"IE IN:2650.81 (E) wns.as - - - - m 20.40 LF 6" ` 2 1 1 7+24.00,6.00R D-3034. SEWER SERVICES WITH LESS THAN 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE 8"IE OUT:2650.71 (W) O 4"IE:2652.28 4"IE:2652.45 - - - - - - - - . N_265,e FG 2659.04 FG:2658.46 � FG.266 FG 26 1 3 8 SE M HALL B C SDR 34 PE H ITY OF ERI N 4"IE 2653 66 8I EOUT86 ' 0.19 2 r --- - - -- ----� z �- -- ----- _ -- -- �---- -- _ 8"BLOCKOUT3 653.39(E) WER AIN S E PV 3 STM D30 RT E C M DIA 4"IE:2654 2 ' s1.2 " GRAVITY 5 A I w w J / STANDARDS. a N + : nP ro + A w cn 4"IE:2653.38 �i w cn CONTACT DINE I m ^� a N ' m w " + nP n� + I 4"IE:2653.94 a w m S j m U o o . .r'6, I m o c I CW ` m N �, N FG:2659.65 N �, °, = !� Q+, I Z X 4. SEWER STATIONING IS BASED ON THE ROADWAY ALIGNMENT CENTERLINE. > I N S N v, �? o o m o o A FG:2660.72 m cn v, G - 48-HOURS e° 6' -n Q' �' �, I "' VQ N N _ r- `D o I m N Q 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5-FEET BEYOND JOINT TRENCH p w cn z A � (7) 3z.5o LF a" � � T ^' � � � � � �� BEFORE DIMNC7 °o ? I z t w cn 32.50 LF 4" ''� - ceC d� I o c c I } I c c @ 2%MIN. z p @ 2%MIN. N z A ��, N EASEMENT. 1-800-342-=5 I a I 5+44.92,38.50'R o 0 �° 6+24.92,38.50'R z 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT ELEVATIONS ARE IN REFERENCE TO I.: A a"IE:2655.68 4"IE:2656.75 : ; Y THE END OF THE PIPE ON THE LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS ARE 1-2 2-2 I W { N:696177.7651 PROVIDED AT THE 10-FOOT PUID EASEMENT. E:2452874.2425 6_3 5-3 m Q FIRE HYDRANT PER W8 4-g 3-g W I mx 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH FINISHED GRADE AND SLOPE. Q V.."" U CO N:696177.99768. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS - IT IS THEdd: I vi2N IE:2452853.8481 N CONTRACTORS RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO s"xs"TEE � CONSTRUCT THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE PROJECT BID - NO O II I j I 11.00' 6"GV(E) I I N iN � SEPARATE PAYMENT SHALL BE MADE. L------ s s -------J m : 9. CONDITIONS j - _2.P..1......................... PRIOR TO BID, AND INCLUDE ALL WORK (INCLUDING SURFACE RESTORATION) IN THE BID. :` _______ _ I :.. ----- s --- --- s - - 43 �` PROVIDE TEMPORARY IRRIGATION I N PIPES AS REQUIRED COMPLETE NEW m Q - - "" T"" 10 PRO E ALL TEM ARY IRR N DITCHES AND P ES TO OMPL THE \ .............: Q IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH O co Y w THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE SEE SHEET UT.2 REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. z 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - PROVIDE TEMPORARY SHORING AND LU SUPPORT AS NEEDED TO RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE PAYMENT 0 w J N SHALL BE MADE. Q F U 2 F WATER + SEWER LINE A - (STA 3+20.69 TO 7+24.00) w w ° z 0 30 60 O d FEET ONAL ENG� G\STE USE CHIPS TO BACKFILL TO SPRING LINE OF THE NON POTABLE PIPE PROVIDE 3 PIPE THAT IS ABOVE TEMPORARY PIPE SUPPORT s 12-1s-2o 0 THE WATER PIPE AND SHORING AS REQUIRED o�yTF -1 \QpZo� 3+00 4+00 5+00 6+00 7+00 7+50 � OF 2672 2672 ss ER\��S • . . . • . . . - 0 0 • . . . . o� . � � � - 2668 M 2668 450 BEND o 0 0 0 : ' MJ o o <z o o ° �� 45 BEND co C14 co - W � c C-900 AS REQUIRED , '10' 10' o °? N O TO ACHIEVE c? o W, = v CLEARANCE C-900 AS REQUIRED TO w w = o N O 0O 2664 c APPROXIMATE EXISTING N W ° 2664 WATER LINE ACHIEVE CLEARANCE o �� o c"'o GRADE @PIPE CIL .n `l) CO ~ O0 °° 45° BEND (MAIN OR SERVICE) go c ti LO 04 v v ; 450 BEND 0 za n\ � Z O N to CO N �l O o i NNW W N -cozz NOTES: Q s. w M 00 00 + w w w 1. WATER SERVICE AND MAIN PIPING SHALL HAVE A MINIMUM OF 48" COVER ♦ �m / N ao 0O 0O BASED ON FINISHED GRADES. I` oo 2660 2660 2. CONTRACTOR SHALL CONSTRUCT WATER UNDER NON-POTABLE PIPE IF 18" OF O CLEAR VERTICAL SEPARATION CANNOT BE ACHIEVED. -7 / w� I 3. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL o PI Ln WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. w w J ft 4. PROVIDE JOINT RESTRAINTS ON ALL FITTINGS. 0 5. PROVIDE THRUST BLOCKS PER ISPWC. N I I ♦ a4 4 PI FINISHED GRADE @ PIPE C/ / 6. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL M10 2656 2656 WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. zu) 24"GIRR N STORM DRAIN 7. SEE STORM DRAIN, SEWER AND PRESSURE IRRIGATION PLANS FOR ADDITIONAL Q '�V d 8„W INFORMATION. ow Y U K � w3 WATER LINE & NON POTABLE PIPE CROSSING 1 'OF 8"SDR 35 PVC @ 0.7000 o Q 3 62.58 a UT.1 ° 03 2652 2652 W -- 1 2.74'OF 8"SDR 35 PVC@ 0.406% Z 444. U ERT.SCALE 1"=3' UJ z w -� m � > '6 '- w Z } Z t co 2648 2648 Lu co0-0 3+00 4+00 5+00 6+00 7+00 7+50 0, o } /A `Lc� � m Y/ W Q U v X Z w a a x ¢ � p w� waw fr 06 a a o IX JOB NUMBER: W IDB2099 H QDATE: 12-18-20 SHEET NUMBER: ui Lu UTml w w SEE SHEET UT.1 w 3" =- 00 / I 66/, �\� .• ~ _- ------- 696216.0778 s-3 EN2452854.2823 26 T - = 8"TEE �' •• O 1 -- - 9 \ / E:2452874.2425 /:` ••• N - ti o 8"GV(W,E, S) � S W U) _ o \ / 11.0 FIRE HYDRANT PER W8 N:695782.4731 "'� A/ •.. "'•\ d Z = �300 \ \ 3 0 E:2452969.3613 \ d 0 SSMH-5 QUt ?S / ! Q + 11.25°BEND / �. / - _ \ 0 20.40 LF 6" :% \. - \ / ........................................................................... N:695909.9492 RIM:2660.35 \ /zv E.2452915.2942 11 3, 12-3 8' IE IN:2653.40(S) I 3 �N:696177.9976 7-3 I 8"X 6"TEE 8"IE OUT:2653.30(NW) `U d \ E:2452853.8481 6"GV(E) 15 N:695700.6977 ' \\ gSZj...\\\ :f `o i� 8"X 6"TEE / N:695914.8301 66�. E:2452985.6734 \ ' s \ 0 380 6"GV(E) \ / J J J E:2452926.8019 J J '' 11.25°BEND / �I `4 \\� " 2 \ 8�F o c m c . N c c o 38.50 LF 4" / \�''••• Al o a =E E \ 8 \ \ LO to "' 00 FIRE HYDRANT PER W8 "' N Lo v «' -+ \ y o 3 , \ / M 'v Z "' 06 "' M 'v Z 'r' 00cl) Z 'D ccii 'v Z cD �i Lw o 16-3 @ 2%MIN. \\ �� z S C \ J N J N J N J N J N M - \ •..D (� - \ 9 ly e / Lci �i ci LrS oo "�'� '� I '� 6+38.73,38.50'L 0 Ae LL cD LL co LL- co LL c0 LL co 2 / /j12 w�Y HCR 8{�r N:696058.0479 rn rn °' ' g CO ^ \ S� FFk 00 o o w ri o o w o o ... ow o o iLi rn o o w N °v v zto •. 4.,IE:2657.24 96 \ •.. E. 452852.4805 + oo + 00 c v + 00 U v + 06 Ud ,; 00 Ud �n � = °�° `�° N N:695596.1900 o 2 N I �C*i \\\\ _ 96�F8 \ 22.5°BEND, N �, L " �j�, "' LO a N / E:2452997.4050 , 3 .o �� _ rn 7�Op� 7393 " 8�V --- -- -- --- - - z ----- -- -- _ `� v(�j 4"IE:2655.2 17-3 FIRE HYDRANT a O p 4' O I v FG:2661.17 1 E 0 b O 4"IE:2653.59 4"IE:2653.77 O 4"IE:2654.33 4"IE:2654.80__ +_� 0 3 a / `� PER W8 J LL v �-0 d V, L a 3 m + SpR3 2x N� _ FG:2659.43 FG 2659.61 `by N' ••.. FG 2660.16 FG:2660.53 / ' 600•l ... SpVC 00 N 8W - 1 - - 4"IE:2653.93 - 2 - 2 - - 4"IE:2654.52 1 - �4"IE:2654.99 Q -� 12.50 LF 6" o'; 18-3 cn ` @�40�, FG:2659.77 - 3 FG:2660.35 FG:2660.71 \ / ^� a : ^Q1 , r E / # SSMH-2 \ ° \ 3 8W 8W 8W ' 8W 8 8W W .......... ....�iW... 3 '.^ o o `>- c L �y 1+00.00,0.00 o Sg° 160.87 LF 8" 138.47 LF 8".•-••••.'... o 4+57.42,6.00R (LINE A) \ 3 3+00 3 3 4+00 3 5+00 3 3 8W 9 a RIM:2658.29 i $S 8S 3 83.39LF8„ 6+ RHr ° / ^o = co Q N o N SO' / \ ~••. �0 4"IE:2655.62 y 8"IE IN:2651.45(E) \ 296.51'OF 8"SDR 35 PVC 0.400% o o m 0 , o \�......:• 3 °� 3 SEWER LINE B1 3 S.CABIN CREEK WAY 168° 77.1 S '� 4'H\� IV � - . � „ U SE / 8"IE IN:2651.45(S) ........ p 8 /\ 3' 3 2 74\ o ... 8,.IE OUT:2651.35(W) \\ ..................... \ e - -_ - .................. M c=a d a ..... F SD 35 C � � . / wry F . .......... �(i m w m R P 8$ 3 � d O .:' 4 IE:2653.27 4"IE:2653.46 - V @ 0 4 ° } 4"IE:2653.80 4"IE:2654.12 4' IE:2654.44 00% FG:26,59.20 1 FG:2659.33 10 1 \\ 1 FG:2659.63 1 FG:2659.96 ..- .....1....• - - FG:2660.28 1 16a° .............. .. 44?`F8 \\ ? - - - - - - - _ 4"IE:2653.64 4"IE:2653.96 4"IE:2654.28 4"IE:2654.64 ?S S o 4"IE:2656.05. \ 0 w FG:2659.47 FG:2659.80 FG:2660.12 FG:2660.44 ` 4"IE:2654.80 S9' FG:2662.42� ' y, / \ / ti �0ti --- --- -- --- --- ---- -- --- - - ---- -- --- --- -- ---- FG.2660.64 + A' �/�1 •" � � �12.50 LF 6" ..... 7Q '.. \ ti ._ ti� o \CJ V + A W N A w W S � '• /..............2659............. = (� 00 + : C2� 00 + I A (� 00 + I - 000 + A � 000 + A � 000 + A nP 00 + I a :. : pVC x00 8� i1 V /O / / y w I Rl - w Fn N in COO Fn N Lcn C F N in O N G N O N O N O - ^ \ ^' N C 0 8g \ \ O o CD .. .. .. - \"� o mo o m o ma o ma o ma o m _` o !?t N * ??9% 3 0' ...../ / Ocr' rn T V N -n tin N -n Iv N T N .....�' N -n N -n N N -n •nwi N -n A cn w \4 ^ z A w v, u, cn r- 4"IE:2655.54 ` \ J U 00 FE A Z A P Z A w Z A W Z A W Z A w O Z A J o, 2 FG:2661.46 N:695596.2819 tt cp Ln L" Cn M 00 O w A i f ^° o c "� c o o w c m c c = 0, / 1 E:2452984.9053 Keyed Notes 1 CONTACT DMINE / 1-2 3-2 z o A 8"X 6"TEE y O 6„GV(E) y 4-2 5-2 6-2 7-2 8-2 9-2 10-2 11-2 / o�' 0 4� :\\ 122.37 LF ' �� 1. DOUBLE 3"WATER SERVICE PER W1 W3. BEFORE DIGGING \\ / :/ 12-2 y U 4 & 1 800-342-1585 _ O& \ I• I I I I I I ' _ 4"IE:2656.14 y SEES ET UT. , \\ ssMH a � ' \\ / 48 90 3 25R " A FG:2662.41 E 3" �\/ C' �� / 2+ ti66� \\ 3 MAINTAIN 18 OF VERTICAL SEPARATION BETWEEN WATER LINE AND NON POTABLE LINE SEE 2 SINGLE 4 WATER SERVICE PER W1 &W2 SSMH-6 0 ww \ „ RIM:2659.08 � / 8"IE IN:2652.11 (SE) �661"" 6+30.66,o.00 / 13-2 3 oy w WATER NOTES 2 & 3 ON SHEET C1.1 AND DETAIL 1/UT.1. 8"IE OUT:2652.01 (N) ................................. 8"IE IN:RIM: 2660.92 S N w =A.c�' W :............. � ( o w I U cn d 8"IE OUT:2653.71 (N) / # J Q �. ---- ------ �. Notes ..........:.. ..... , : .................................. �d ZL :............. - - dt dt dt dt d Idi.........: .... Ids Idt �.., Q Q U) 0 _10 mu 12 Pvc 12 Pvc 12 Pvc 12 PVC 12 PVC 12 PVC_ 12 Pvc 12 Pvc o I 1. SEWER MANHOLES SHALL BE 48" DIAMETER STANDARD MANHOLE TYPE A PER THE ISPWC Z STANDARD DRAWING SD-501. INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND W m Q MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. U) 0 U) tY 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. INSTALL STANDARD SERVICE 0 LU MARKER PER ISPWC STANDARD DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" PVC SDR 35, D-3034. SEWER SERVICES WITH LESS THAN 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE W WATER SHALL USE 4" C-900 PVC WATER CLASS PIPE. p 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER THE CITY OF MERIDIANUj W STANDARDS. _ U z WATER + SEWER LINE B1 - (STA 1+00 TO 7+40) ° 4. SEWER STATIONING IS BASED ON THE ROADWAY ALIGNMENT CENTERLINE. w w 0 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5-FEET BEYOND JOINT TRENCH � ° 0 30 60 EASEMENT. 10 10- FEET 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS ARE ASS\ONAL ENG� PROVIDED AT THE 10-FOOT PUID EASEMENT. ��G\STE Fo OFF 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH FINISHED GRADE AND SLOPE. 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS - IT IS THE 3 CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO (f!x 12-18-20 CONSTRUCT THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE PROJECT BID - NO 9T �Q 0 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40 SEPARATE PAYMENT SHALL BE MADE. doss K ER\C�- 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK (INCLUDING SURFACE RESTORATION) IN THE BID. 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW • 00) IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH � '• '• • THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE - - • CO CO .. REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. •` •. w 0 • . . . 2668 2668 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE PAYMENT co z Nc\1 co z SHALL BE MADE. o r c•"i M 00 Ln LM co W Z to U') N CDN H V) r C M U) cp to 2664 W�, � z o N w w 2664 Q =z 10 L0 00 N co 2 N /� + LO v, Ln C r cV ccoo N CO � W W \ In co 00 00 o C N LO LA N p Z f/) lCJ 00 00 z a �o co CO N = a? N a z cl') _ 2! Oo W W p N N to Z Z04 N F - N w_ w_ w_ N `+" O° °° FINISHED GRADE @PIPE CIL ^ z�n � N 1Fx00 00 0o V + O 2660 2660 03 APPROXIMATE EXISTING T� O o wD GRADE @ PIPE CIL Ln w ;z O W w � w> O K U Zz O + U Y �U TomJ W 2656 STORM DRAIN 2656 10 STORM DRAIN i 1.229% ' SDR 35 PVC @ z� 55.59'OF 8 Z 7.1 _0 w Y k U¢ � w13 Li tio 8"W .51' 296 OF 8"SDR 35 PVC @ 0 400% r �3 2652 " 0. 00% m K Y 2652 ° �3 Z W Z J VERT. CALE:1"=3 z W w ` W rn 2648 2648 W < m z 00 000 0of o °oo } 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40co Z a � W 0 19 JOB NUMBER: W IDB2099 N DATE: 12-18-20 SHEET NUMBER: Li w UTm2 W W 3 t - - wZ 00 7+40 8+00 9+00 10+00 11+00 11+80 0+80 1+00 1+80 0 2676 2676 W M _a > � � 3T _ - - - O � - a cn Z � �30 -- - _ 04 N , 2676 2676 a o o=-= ti u o - ooNO3 t0 to cr _ LO N LO N p p to to �j co N � N W d'a �`•<oc�?:= _ Z p ti tp � Z Z _ C? N Z Z U tp 2672 _ w � W W W 2672 W � °° � � cn + � _ - - zp tb � W 6> r J p u) N fn p ti CN N r co p C7 p ffl p� d`H c c c.E m p to CCD p0 � N N O 1�OO cV Oto p tD N L j H cp p p N Z O " y z to to CD tin N Lo w w w FINISHED GRADE @ PIPE C/L 2672 + F cw 2672 v to co � co _ - - - - o �o�a = M N ? N O t/� m oo oo 7 o a d co W W W U) e+od' bo co d O e. :2668 2668 u- - e C o H p a U 0 C E o APPROXIMATE EXISTING 2668 2668 " U m >2- GRADE @ PIPE C/L L -L O N N FINISHED GRADE @ PIPE C/L c o a E d 2664 2664 - U 0 APPROXIMATE EXISTING 4"PI a "�a�•�� m 16"SD --GRADE @ PIRE C/L 4 2664 2664 o8„W 16"SD 2660 2660 b b b 69.07'OF 8 SDR 35 P C @ 0.400°/ I T-TYPE CIO o /V CONTACT DICaLINE o b'/O/C 48-HOURS 98.31'0 8 SDR 3 @ � „ PVC 0. 2660 2660 � N:695384.3755 / 1-800-342-=5 5 P C @ 1229 0 61.23'OF "SDR 35 P C @ 0.400/o / E:2453321.5676 OF SDR 3 ; 45°BEND \\ 2656 2656 / 5 / a 24"GIRR 1+63.23 8"IE 2658.96 i N:695377.6960 / W E:2453314*7861 / CO 9.52 LF 8" © J Q 8"TEE J = IZ.SCA "= 2656 2656 45°BEND(E) SEWER LINE 62 - R LI E - ERT.SCALE:1"-3' i 8"GV(S) .. \M = O O HO IZ.SCALE:1'=30' /o Q Q U) 0 VE T.SCALE:1' =3' 8 - 2652 2652 2654 2654 -bl � 0 cn o z 4"IE:2662.70 °j v = co`" / U) Q 7+40 8+00 9+00 10+00 11+00 11+80 0+80 1+00 1+80 FG:2669.20 h h��ti �� Lu C o M ry 0 co G v N:695378.3368 ® O Y w N:695430.5667 �O 8 E:2453230.2264 = E:2453230.6107 q tb 0 8"TEE W 2"BLOWOFF PER W13 �h6 b 3 ^ 8"GV(N,W&E) z / 0 4 9 �`� N:695332.13 > J J E:2453256.72 Q LLI 1x) S M8 3 4"IE:2663.60 I F O GVLu F FRS%yF o 2°I°M\N SSMH-9 z Keyed Notes FUTURE PHASE 2 \ c y O : S9 1 vl:0 ° / LF R'@' 1+00.00(LINE C) o N:695369.4204 ::i S 90 1... bll ` 11+54.97,0.00(LINE B2) I E:2453219.6110 -..RIM:2668.94 8"IE:2658.96 8"IE IN:2658.72(N) TONAL 1. DOUBLE q"WATER SERVICE PER W1 &W3. STA:1+63.23,0.00 L 8"IE OUT:2658.62(W) - : .: O��SSG\STE ENG/�F 2. NOT USED. :::::::"'••... ;:: / 3 4 IE IN:2659.05(SE) Ix 3 •....: •.•.......:•.... 61.23'OF 8"SDR 35 PVC @ 0.400% w QO\ 12.50 LF 6" \ ...... 3. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE AND NON-POTABLE LINE. SEE F 8 '` N:695391.2420: h ?g• � :•...: ::.................. WATER NOTES 2 & 3 ON SHEET C1.1 AND DETAIL 1/UT.1. ~ ..• ~ •::::.:::: ............... :•a° 8 E:2453176.8157w� 4. T-TYPE CLEAN OUT PER S1. \Sp FIRE HYDRANT' I/ 1 � � 12-18-20 PER W8 L �es� c� : A� OF 5. FIELD LOCATE AND CONNECT TO EXISTING 8" WATER. J 6. FIELD LOCATE AND CAP EXISTING WATER - PROVIDE THRUST BLOCK. 7. ABANDON EXISTING WATER IN PLACE OUTSIDE OF RIGHT OF WAY- REMOVE AS NEEDED FOR :''::`::'' :::" ••. Q� �' ,G- : '' CONSTRUCTION OF NEW IMPROVEMENTS. ♦ / Q /::' : ' 2 • • • ---- N:695378.7423 o .• .• .• 8. REMOVE EXISTING WATER MAIN WITHIN RIGHT OF WAY LIMIT AND BEYOND NEW GRAVITY 11/ �D {.-:'.-:•':-.-- -----------E:2453176.7210 • IRRIGATION AND STORM DRAIN IMPROVEMENTS OUTSIDE OF RIGHT-OF-WAY. //�/\�` ' ...• �p 8"X6"TEE `' o ^oJ' �0 ,; ::'' l'' ff'P L6`�� _,- • c c• 9. NEW 2" WATER SERVICE, METER, & SETTER PER STD. DWG. W4. SEE PI PLANS FOR CONTINUATION I / �Rq� 6"Gv(N) m� :'% :: �� ::' m/ qh AND BACK LOW PREVENTION. "` Q �; % �� y „ • 3 0 00 c/� ::.;. 20-3 ; ` SSMH 8 ---' .. - -- --- / - co �yJ cam oo • • 93, rr Mco 9+84.33,9.60R; ..,• gip/ - - ---- ---- j��:` ��Q�.� 8 ��O o�Q N ♦rn v = h' / RIM:2666.68 Notes o L ,� o = x x �, o �, � 8"IE IN:2657.94(E) 3 a• •' CJ � �� 21-3 4"IE IN:2658.27(SW) N:695379.5045' �� 24-2 E:2453076.1559 3• � '�. y �� 1. SEWER MANHOLES SHALL BE 48 DIAMETER STANDARD MANHOLE TYPE A PER THE ISPWC 4"IE:2656.81 h^ `y 8"IE OUT:2657.84(NW) o ♦ rn <c =' o• / 22.5 BEND I� V` ?� ao STANDARD DRAWING SD-501. INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND FG:2663.31 0 / 3 z rhov. o / - ow MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. H 3 M'� 22-3 23-3 `' �N a¢ 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. INSTALL STANDARD SERVICE ��. 1 / ;�� z h �w 3 a"IE:2sso.86 MARKER PER ISPWC STANDARD DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" PVC SDR 35, ♦ - y v�4"IE:2657s1 x�ho��N co,= o N:695392.4913 0`' FG:2667.36 o D-3034. SEWER SERVICES WITH LESS THAN 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE ��♦ 8 3 FG:zss4.11 w �' `� w �;� 3' r E:2453037.4358 o°� x�� I" / / '' •..• o :\ / \ a / NZF co / 22.5°BEND lox WATER SHALL USE 4" C-900 PVC WATER CLASS PIPE. Z♦ \4"IE:2658.43 o N v �. 16 \'••. m\ z� ' 1 ♦ / w H �! ' FG:2664.93 136° / ?S�F 3850' /d�• T 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER THE CITY OF MERIDIAN �♦ ?s.5 3 8 \ :'Iii: N:695430.2517 @? 4. R \ • opoo 9 w 1?. 3 -- r E:2452998.6299 4" M//� o M.• m n _STANDARDS. a"sp 8;�....... 3�zF8„ - :2659.23 22.5°BEND / /F 6 4. SEWER STATIONING IS BASED ON THE ROADWAY ALIGNMENT CENTERLINE. - R3Sp 0� 1 FG:2665.73 3 TOP N:695473.9161 40 o \ C S 8� -.. ;:: ,•.•• •�.•.•:.. TOP � M &g ♦: 4"IE:2656.80 ?? o 1-4 E:2452984.0051 ---- :.. F g' o / 23-2 ......................................................... N z 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5-FEET BEYOND JOINT TRENCH ??? 9/ N� 5 �V� r: o EASEMENT. 1`\\ RFFk .... .: 22.5°BEND t�R1 3 i °I° ` LAM c) . oz ♦ 1 SF� wqY g 46.05LF8" �g0� /�'` 4"IE:2660.45 / :% ....... S + wJ 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT ELEVATIONS ARE IN REFERENCE TO ♦ FRl/ 3 QVG FG:2666.95 / a M s x :• THE END OF THE PIPE ON THE LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS ARE ♦ ,;'�Q ww �Fe? .. 3 9+00 „So�3`' \ :` /. L. _ ny" " :•• _o PROVIDED AT THE 10-FOOT PUID EASEMENT. ♦ oc',cn 4"IE: a -I 3 oF� ...... ... N:695342.25 �� /;' ♦ ti = ,� \ FG:2664.09 S 134° 85 9a 4"IE:2660.03 E:2453034.48 /: I................ ..... w <' ..................... .. 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH FINISHED GRADE AND SLOPE. ♦ w w A / ., FG:2666.53 4"IE:2662.97 :.• '' /: I o I M F F ♦ we 4"IE:2658.37 _ i /; -do - 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS - IT IS THE o i ,fl 26.91 LF 4" 2/o MIN. / ♦ ti �\oy � FG:2664.87 1 1 � s @ o \ /.' .......L,...• � O ............. ..... ........... CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO 5 CONSTRUCT THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE PROJECT BID - NO ♦ .� a - a"IE:2659.52 v \ 22-2 k'' a I r Nw 26.41 LF 4"@ 2%MIN. FG:2666.02 SEPARATE PAYMENT SHALL BE MADE. ♦ oy / '?> cb o 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND ALL EXISTING CONDITIONS ♦ 4. w 4"IE:2659.10 PRIOR TO BID, AND INCLUDE ALL WORK (INCLUDING SURFACE RESTORATION) IN THE BID. ♦ / w°i = o w FG:2665.60 3 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW o N:695435.69 6c+ ? �' \ IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH :' •..: ..� cN 17-2 N E:2452944.69 I o� p 21-2 / �a ................................................. . o N r THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE j• 4"IE:2661.59 / 00 t� REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. : •\ / 1 \ 2666 """""""'•'" / W W \ 19-2 _- Z Z 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - PROVIDE TEMPORARY SHORING AND ♦ _-- d/,.. .• \i. SSMH-7 ---- z SUPPORT AS NEEDED TO RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE PAYMENT "'•.. ;` R ----- Ids J J - SHALL BE MADE. I 8+87.35,10.7 -� --_-- �d�.. O W w m � ♦ \ RIM:2665.427 -_ ..................... w� o .................:. ♦ / �� ,,::..,,. ,� i i 05(SE) .. � Id� �� EPA E w-w z > Z r: :.... k w F - EP \\\ ----- IE 26569 ( EP EP EP- \ :`.. _ :..... ............. 4"IE:2657 28(W) � o � o o m 5 N) -EP- \�� ep ss o W W W Q "X w� a w a Q d01- :"•' j .. •f d� Ca Ca EP-EP �EP-EP SS SS_ Of d LL • .... .......... -E- d - w ----w VC d E W EP C \ d01 19 JOB NUMBER: -wAT + SEWER LINE B2 - (STA 7+40 TO 11+54.97)vq W W F F IDB2099 Q Q DATE: 12-18-20 Z WATER + SEWER LINE Cl - (STA 1+00 TO 1+63.23) 3 3 SHEET NUMBER: w 0 30 60 ~ FEET w UTm3 w Notes Keyed Notes X 3✓ N 0+80 1+00 2+00 3+00 3+60 .o a r 2684 2684 0 T 1. PROVIDE WATER TIGHT CONNECTION TO EXISTING 30" CMP PIPE. _ w _a i° "o 1. THE CONTRACTOR SHALL HAVE APPROVED PLANS ON SITE AT ALL TIMES. ALL WORK SHALL BE COMPLETED IN > - o a � ACCORDANCE WITH THE BOISE PROJECT BOARD OF CONTROL AND THE US ARMY CORPS OF ENGINEERS SECTION 404 2. RETAIN & PROTECT EXISTING 30" CMP PIPE. o O ~ '` - K�1 W M W cn `� PERMIT FOR THE PROJECT AND THE CURRENT EPA CONSTRUCTION GENERAL PERMIT(CGP). 2682 a z 3. REMOVE EXISTING HEADWALL. ,I o �,,, o a O 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE BOISE PROJECT BOARD OF CONTROL. 4. 48" SQUARE CAST IN PLACE CONCRETE IRRIGATION STRUCTURE -(SEE 4/Gi.2). - °° ti N Q U t = o `o 5 0 0 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE BOISE PROJECT BOARD OF CONTROL STANDARDS AND 5. 48" SQUARE WATER TIGHT PRECAST IRRIGATION BOX AND COVER PER ISPWC SD-619.DIA. 2680 x `„ Z 2680 0 0 s ti SPECIFICATIONS. CONTACT THE BOISE PROJECT BOARD OF CONTROL 48-HOURS PRIOR TO BEGINNING WORK TO m + w - Oo 6. GIRR BOX#4 -(SEE DETAIL 1/G1.2). " N a z_ z " COORDINATE INSPECTIONS. UNINSPECTED WORK WILL NOT BE ACCEPTED. c7 -- .. 7. GIRR BOX#12 -(SEE DETAIL 2/0.2). co o 00 2678 v m m r 3. GRAVITY IRRIGATION STRUCTURES#10 &#11 TO BE CONSTRUCTED FOR THE FARR LATERAL TILING SHALL BE CAST IN PLACE m _ 8. PUMP STATION MANHOLE -(SEE DETAIL 3/Gi.2). 2-2 N`:3° o CONCRETE. Noy �E E 9. REMOVE EXISTING 24" PIPE FROM BOX. CONNECT NEW PIPE TO BOX. PROVIDE WATER y Z 4. PROVIDE WATER TIGHT PIPE CONNECTIONS TO IRRIGATION STRUCTURES. GROUT ALL PIPE CONNECTIONS TO IRRIGATION TIGHT CONNECTION. 2676 2676 STRUCTURES USING NON-SHRINK GROUT. V P y o= 10. RETAIN & PROTECT EXISTING IRRIGATION BOX. I Z. - 5. FINDER TAPE SHALL BE INSTALLED ON ALL IRRIGATION PIPES. TAPE SHALL BE 2"WIDE METALLIC RED IN COLOR WITH THE c / 1 / 3 o 11. INSTALL (2)4" DIA. SCH 40 PVC SLEEVES UNDER GRAVITY IRRIGATION FOR PUMP STATION c w ; 2674 II/ I a c s WORDS "DANGER-UNSAFE WATER" CLEARLY MARKED ALONG THE LENGTH OF THE TAPE. TAPE SHALL BE PLACED BETWEEN POWER. CAP ND11A RK ENDS WITH 2X4. LL ti C6 I L o e �aH� 6" BELOW THE GROUND SURFACE AND 18"ABOVE THE TOP OF THE PIPE. w O N EXISTING 30"CMP - i U- 6 o 3 a ti F Z *# 00 00 (DN I L Easy 6. THE EXACT LOCATIONS AND DEPTHS OF EXISTING UTILITIES LOCATED WITHIN THE NEW PIPE CORRIDOR ARE UNKNOWN. I CONNECT TO EXISTING 30"CMP 2672 x Lq m N 2672 ; N o a CONTACT ENGINEER IMMEDIATELY IN EVENT THAT UNDERGROUND UTILITIES ARE ENCOUNTERED THAT REQUIRE \ 26j __ __ m + w z o _ _ �X W 0 E- d o r ° N 7 .:1 - -- J - co > > 2 ow C1 a N o t MODIFICATIONS TO ACCOMMODATE THE IRRIGATION PIPE OR STRUCTURES. �r, a z z w v U 1 ! ' (,; inw � � � � maoao 1 2670 / I �a Q � -o „ oao 7. CONTRACTOR SHALL ANTICIPATE THAT THERE WILL BE DRAIN WATER FLOWING WITHIN THE FARR LATERAL AND THE 1\ �� J 1 j) - - - - c0 +III n X 1� �('i fn d' N - / L- WATKINS DRAIN DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A \ j 1 I �(}jJt48 GI BOX#11 m u- m - I Q N o a?o PLAN TO DEWATER/BYPASS PUMP WATER WITHIN THE WORK CORRIDOR AS REQUIRED TO COMPLETE CONSTRUCTION. ALL 3 STA: 3+27.04OFF:0.00 - - - --_ z o N rn � _w WORK, MATERIALS, EQUIPMENT, PUMPS, TEMPORARY MEASURES AND LABOR ASSOCIATED WITH DEWATERING/BYPASS \ J ',RIM:2675.41 _-- - - - 2668 O c N N N N ° 2668 PUMPING AND ASSOCIATED WORK ARE INCIDENTAL TO THE WORK. CONTRACTOR SHALL ACQUIRE NECESSARY ' 0 4 1 l jI' SUMP EL:2668.03 cn + w ? ? o I I I \ 0 a m w a T o� m o-. j / i w c0 > > > PERMITS/APPROVALS, INCLUDING OBTAINING AND IMPLEMENTING A SHORT TERM ACTIVITY EXEMPTION, AS REQUIRED TO �+� 2672' i I�! 30 INV IN: 2672.33(E) > N a z_ z_ z_ COMPLETE THE WORK. NO SEPARATE PAYMENT SHALL BE MADE. 158.53'OF 18"80 LB PIP _ 1 1 I� 18"INV OUT:2669.03 W o a 2666 PVC @ 4.800% �• I 267t ' // / / c7 co a U) N - N ^ I cn i 8. AIR/VACCUUM TESTING IS REQUIRED FOR IRRIGATION PIPE AND STRUCTURES AS PER ISPWC SECTION 601 -COORDINATE I•- jj j / I / \ w 1 ' TESTING WITH ENGINEER. I \ a i ' 48"GI BOX#10 2664 2664 I I \ Z 9. GRAVITY IRRIGATION CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING STA: 1+64.58 OFF: 0.00 x .........w dL_L_ i FARR LATERAL TILIING-SEE PROFILE ON GI.1 SPECIFICATIONS AND ISPWC STANDARD DRAWINGS; ALL WORK COMPLETED FOR THE FARR LATERAL SHALL BE IN RIM: 2665.58 I jj I I // r I ` ACCORDANCE WITH THE BOISE PROJECT BOARD OF CONTROL SPECIFICATIONS AND REQUIREMENTS. SUMP EL: 2657.57 w I j(� I I / HGL:2660.42 @ 3.0 CFS 2662 \\ 18" INV IN: 2661.42E ? III / _ ' CONTACT DMINE a. TYPICAL TRENCH - PER ISPWC SD-301 ( ) v "-•••••......••• .... 18"INV OUT: 2658.57(W) J i I - : 48-HOURS b. CLASS A-2 PIPE BEDDING SYSTEM (TYPE - 1 BEDDING CHIPS ) - PER ISPWC SECTION 305 AND SD-302. \• j'�12'BPBOC ACCESS ROAD 2660 2660 2ss9'- ::::.•:: .••' .: �:: c. TYPE A TRENCH BACKFILL WITH TYPE A-1 COMPACTION - PER ISPWC SECTION 306 AND SD-301. NOTE: TOPSOIL SHALL BE I SEE GD SHEETS FOR REQUIREMENTS / S.GARIBALDI PL. �� e ' � BEFORE DIGGING 58.35'OF 18"80 LB PIP �l Iy e6 1-800-342-1585 STRIPPED WITHIN THE LIMITS OF THE TRENCH AND NOT BE REUSED FOR TRENCH BACKFILL. PVC @ 1.030%\ x ""' jI ! \ � d. SQUARE 48" INSIDE DIMENSION CAST IN PLACE CONCRETE IRRIGATION BOX-AS PER DETAIL 4/G1.2. 2658 aS9 e. SQUARE 48" INSIDE DIMENSION PRECAST IRRIGATION BOX AND LID- PER ISPWC SD-619. I 'w \ Iij / jE EXISTING GI BOX - ti�o`O� . ` y %' •` GI DIVERSION BOX#4 } @ o �)• STA: 12+32.68 OFF: 0.00'' o i / I \ l / ` 58.35 OF 18 80 LB PIP 1.030% _l STA:4+54.01 OFF: -2.25L - - cv i j I I / SEE PUMP STATION DIVERSION DETAIL ON SHEET G1.2 / ti �;' ,%' a�/ W RIM: 2662.25 ; •••••, i• \ \� 2656 2656 I RIM: 2662.50 •l j 1, .. X� ��.•. // .. J co 24"INV OUT:2655.89(NW) 1 1 SUMP EL: 2654.75 I -i \ \ \� ` G AVI I RI ATI N ►►. , ' / ,;�, J = 48.00'OF 24"C-905 PVC @ 0.011% 24"INV IN: 2655.81 (S) 'I J i wl•. •\ \• • - •' g1�, `•• ' � O Z 130.20'OF 24" F679 PVC 0.010% 18"INV IN: 2657.97(E) x ham......... \\ \ \ _ @ 48"GI BOX#2 \ � _ � / 2654 I l j j 10 w \ o HORIZONTAL GALE:1' 40' I � J�; //�•s �.: T � 3 2 O 48"GI BOX#3 24 INV OUT:2655.81 (N) \ \ \ 142.04'OF 24" F679 PVC @ 0.010/° Q U7 0 „ STA: 2+55.08 OFF: 0.00 _ \ �. V RTICAL SCALE:1" 4' `�' �� '�'o � " ' � � ;' 48 GI BOX#1 RIM: 2662.00 �69.48: OF 24 F679 PVC 0.010/0 STA: 3+07.08 OFF: 0.00 4 \. \• •\ @ - RIM: 2662.00 \ \\ \ 2652 2652 ___ i ..... .... \ 1 0 > Q STA: 1+20.86 OFF: -0.05L SUMP EL: 2654.79 �' \ \. 0+80 1+00 2+00 3+00 3+60 _ III. � ' U o RIM: 2660.00 24"INV IN: 2655.79(S) SUMP EL: 2654.80 ljjl 3 W Z) 0 SUMP EL: 2654.78 24"INV OUT: 2655.79(N) 24"INV IN: 2655.80(S) $ \ \ \' �� \' \� _ J ------ -- -- - ---- _-_ 51' co „ 24"INV OUT: 2655.80(N) i% \' ia,\' �°� { ---__ 95.86'OF 24"F679 PVC @ 0.010% �- - - -- __--- -- -- _ .76'OF24"F679PVC@0611% II � I . O w \ 24 INV IN: 2655.78(S) x � i ° `� \� \� \ -- _- ----_- Y -- -- -�- - - _ -- - _---- - �_._._._._.- --- , -- - _�al'j dol_30"INV OUT:2655.78(NW) 5 w --- --- _ __ --- ---- --- - - r ��, \ �� \.�\ �.\� --�-_-_ ----� -- ' _. _. -. �. -.-.-._._ .-6:.....�:=---- --- =2sss= :=;=~= _.�� `��j�I��"jjjjl 1 \ � ?�? z �..._. . -. - LLI - \��l X X X ---7 \ fir \ \ ----- - ---- , 2+00 3+00 �. \• \• ��\ . _ --- -.r' -.-._ .-. - -_.- _ .-.-. -.- - -.-_- .-..-.-.-.-._. - -- ------------ - s - - -_- r. -ti \. 4t00 cgs \ \. \ \ ----- -- --. 2667 _. - ----- - ----� 26• ......2663..... w � 2662.•............. ? \. \, �.�t.-_---- ii: i' -- -. ____ 1 ld ... 64.. dt•............• 6 J �''. :d� P \ \• \.cE'S�. \ ;�i '. ✓�:. $+pp_`�_" 9+0Q. 1.0+00_ - - 11*Q _...... 266 -....... Q W �0 I O d 3,( \ `�. \ \ i ✓i :%.� r✓'i _ .- F L. -. .. 4P -�P. 0 6: F yol � � k0 � •- ` '; I EP � t3�."'•�'. \. �`.~• \. '\�#�\• \.\\\.�� \i.�':i:'• i••.i:."-• ...- ar4�' -. -•,, �! a .....2667�::;::.:..: . •' 2 F U 00 :\\ �\ \. �'�`�� / �✓�%:�. f . ' r1:: --- ---- -�_ .�\ - - -- 388.24'OF24 F679 PVC 0.010% --'� - ---- -- - ? I': '. w w O FP - -- - \ \•� �� _.�\.,r•'ice l. �•✓��i \ @ \ �\ 667 I I ': z 2661 p. �� ° ----- �- �- ---------- - - ---- ---------------- - - - -- ---- - -- --- - \ � '` --- - -- -- - - -I- o \ DPP....-.- _�_ I--------- I� 5 �.-��\.. '\ \\ '\✓: % ✓'✓ . ✓� ---- -- -----------------------------� ---- ---------- --------------- ----------------------------- -' 5 I i " I 23-2 o d 18.84 OF EXISTING 30 CMP @ 0.214/o I �� - - "" P 2` r '�. \ \ ✓ :. \ 48"GI BOX#7 \''1 \ 23-3 \\. /. I 48"GI BOX#9 i.. -� ✓ � I \\ I I - �� \\\ \ `' ?66o�Y \.. \ i i \ STA: 7+12.24 OFF: -0.04L \ I I I ` s\ STA: 11+59.73 OFF: 1.41 R `: / I I 12'BPBOC ACCESS ROAD� 12'BPBOC ACCESS ROAD I' _ \ j ~' \• _,�' \• \ \ OVAL RIM:2662.68 WATKINS DRAIN TILING \ RIM: 2667.60 S� EN SEE GO SHEETS FOR REQUIREMENTS SEE GD SHEETS FOR REQUIREMENTS ~'. \ -._ . \. 48 GI BOX#8 I 3-3 I j ? n •�. \.% - - \ SUMP EL: 2654.84 \17-3 SEE PROFILE ON GI.1 19-3 \ 20-3 \ 21-3 \ / -SUMP EL: 2654.88 p�c G�STE \ � '� 48 GI BOX#6 STA: 11+04.52 OFF: 0.00 cry Fp Fes( ° I :. ° j ` 48"GI BOX#5 - %� 24"INV IN: 2655.84(S) \ �' RIM: 2667.44 '�- 24" INV IN: 2655.88(SE) ;142.93 OF 24 F679 PVC @ 0.010/° 1.4_3 \. / \ Q� \ o \. STA: 4+66.26 OFF:0.00 6+12.34 OFF: 0.06R \ \. \ 24" INV OUT: 2655.88 N - 5 T 24"INV OUT: 2655.84(NW) SUMP EL- 2654.88 / \. ( ) o p - - - - \'gyp RIM:2662.25 �, \ RIM: 2662.73 / 3 F_ �. \ \. 24"INV IN: 2655.88(S) / ` :'I z 2 I �� \ SUMP EL: 2654.81 \ SUMP EL: 2654.83 �I °�,� \ 1' - s O w n ° \ \ \ \ °rn 24"INV OUT:2655.88 N 66 22-2 t2-1s-2o �+ z00 I 8.25 OF 24 F679 PVC @ 0.010% t�P� 24" INV IN: 2655.81 (S) \\ 24"INV IN: 2655.83(SE) ��/ / � ) / \ ti �0 9TF OF �pP�o� 4-3 w 24" INV OUT:2655.81 (N) \ \ 24"INV OUT: 2655.83(N) I o o o I \/ / \ \ \ 12-3 ER\ P 50.0Lo 0'NMID EASE. 50.00'NMID EASE. m - - - - \ V �� A ; ' 8 / i�6�° • - GRAVITY IRRIGATION - WATKINS DRAIN + FARR LATERAL TILING ' 0c 0c z . 00 0 40 80 FEET .o • 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+60 2680 2680 w Q to UU O z 2678 O V) 0000 2676 O °' � `,' 00 2676 Z �� u - 2 6 W 0 LO N LL °° (ri 00 CN c0 00 u� Co� LL 00 X � N N O LO CO 0 + J Z O m .n to N m � � W » o~i (pON (" 2674 =Q Z (7 N z z O + I J z 0 c z J �� - m W oLL c v z 00 F- � � � ZZ o rn Q o3 C7cl) O cn Fe c0 N N (; N d Z Z 00 a z 2672 M cn - a - x LL "' 2672 z �� O ? IL co Sri CLO iI . L6 v U) ER c= N CV 00 co W , o Z G Z N CO Ln COD N W a0 lA m N F O Ln 00 O W 4* M M O N �--' O .� LO N Ur N C H W N O O 00 r Lf) X � N �C14O CON M LL 00U) LL �, CRto O � NJz0 XNcoN �_' + � � 2670 J = J LL ~ L[i COO O 'e U-) N L0 O O O N d Z_ Z_ m + O W H N Z LL rn ti `n °° Lci (o 4O N pp + (`ao W >> O N Z O z N > O Z M CO CO O N �' CD > > fn li w O N O N CO O N N H X N U N - Q ^� ~ N d Z Z X H A/ a O fn 00 �# G CD N N Z Q N J Z Q 00 H - - Q m _ W fn N li o 2668 oo X N z m - O o - o GI DIVERSION BOX#4 m + � w > > N �' N m APPROXIMATE EXISTING GRADE AT PIPE C/L 2668LI: Q _ _ L _D O � (�n N m TO NN W > > (,7MNaz z STA:4+54.01OFF: -2.25L � aN � z z vcn � cnN N >� ,�, 22 0 a z z - a � - - RIM:2662.25 00 v -v O O N - Q - - 00 H - fn to N N 2666 �w Q 00 = v c i � c� N N v W F2 � N („ SUMP EL: 2654.75 oz m + w w > > 24"INV IN: 2655.81 (S) Z �� FINISHED GRADE AT PIPE C/L w3 Q z z_ 18"INV IN: 2657.97(E) \� o 2664 v COi v=i �.� 24" INV OUT: 2655.81 (N) 26643 V Y Y � o o . 03 z 2662 Z TF / � r II � 2660 / HGL @ 10 CFS CRITICAL CLEARANCE POINT TO NEW 8"SEWER MAIN HGL @ 10 CFS:2659.52 2660 ~ HGL @ 10 CFS:2658.30 \ -f - - - - - - - 10 w Z 8"SS c9 > w w 2658 Q " `° Y Z 1 - - - - z r z Z 0 000 } 130. 0'OF 24'F679 PVC @ 0.010% F 9 P 0.010% 42.04' F 24"F6 9 PVC 0.010% 388. 4'OF 2 "F679 P C @ 0.0 0% v v v z 2656 2656 H o w W a 0- 0- o 9 L4j Lj JOB NUMBER: 2654 8" S 48.00'OF 24"C-905 PVC @ 0.011% I DB2099 EXISTING 18.84'OF 30"CMP @ 0.214% 8.25'OF 24"F679 PVC @ 0.010% �95.86'OF24"F679PVC@O.010% 51.76'OF 24"F679 PVC 0.011%@ DATE: 12-18-20 2652 1+00.00 69.48'OF 24"F679 PVC 0.010% 2652 30"IE:2655.74 @ SHEET NUMBER: G A ITY IRRI AT ON - ATKIN D AIN VERTIGO L SCALE: E,14' Li ; 2650 2650 Giml 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+60 w w !n v 3 L - - � N 00 fM A LL c -_ " _ z 0 4 LB/SF EXPANDED no p 3 a--r_ oo c A c STEEL TOP ; w U) - ti 0 0 o A 1. 4 LB/SF EXPANDED d 0 -"3 s, _-- -= - STEEL TOP 10"IN FROM Q U 2 4.00'SQUARE ol DIVERSIONED o ._ INSIDE DIMS. o 0 o P.- o BOX#4 - ° 0 0 �n c o WELD 2-1/8"FLAT BAR STEEL - s. 9.50' oo -4 ti N AROUND PERIMETER(TYP.) o -- - - - 4.00' 4.50' cm (?- --_ - - 0.50' - EXPANDED METAL IRRIGATION BOX COVER PER ISPWC SD-619 6- = t WELD 2-1/8"FLAT BAR STEEL 3 w a o c N¢2 E a COVERS SHALL BE PRIMED AND PAINTED BLACK 2 00'� AROUND PERIMETER(TYP.) 2.00' 0.50' o q"SS ANCHOR BOLTS WI4"MIN. Z O N 0 0 0 "' EMBEDMENT WITH WASHERS TWO PIECE COVER c� o 18"FARR 4.00 4.00' AND REMOVABLE NUTS(TYP.) y Lei v c ri -o FINISHED c LATERAL IN o 1.58' GRADE B N B 3"SS ANCHOR BOLTS WI4"MIN. CONSTRUCT FRAMED 9 50 NOTES: d s c 2.00' a v, 1. PROVIDE IRRIGATION BOX COVERS AS PER ISPWC SD-619. L O BOX RIM EL. 0.50' EMBEDMENT WITH WASHERS AROUND CANAL GATE D 0 A 2. COVERS SHALL BE PRIMED AND PAINTED WITH BLACK ENAMEL. LL _= E ; o - o 10"WATERMAN C-10 AND REMOVABLE NUTS(TYP.) TWO PIECE COVER 0 (- a 3 #4 BARS @ 12"OC EACH WAY 4000 PSI CONCRETE #4 BARS @ 12"OC EACH WAY 10"IE:2656.25 CANAL GATE GATE HANDLE NOTES: Z GIRR BOX#12 COVER a a WHEEL TO BE INSTALLED 2.0' 1. PROVIDE IRRIGATION BOX COVERS AS PER ISPWC SD-619. v O E _ T } Wo ABOVE BOX RIM ELEVATION 2. COVERS SHALL BE PRIMED AND PAINTED WITH BLACK ENAMEL. GIRR BOX#12 PLAN Q _> a s 3 o N D N A GIRR BOX#4 COVER a L T cn o 0 w 0 0 z z WEIR CREST EL:2658.80 w o v i o WEIR CREST EL:2658.80 d - a >U o m Y zo -n to A HGL @ 51 GPM:2658.91 ---- ---- m D_ WATERMAN C-10 CANAL GATE WEIR CREST EL:2659.91 OVERFLOW TO WATKINS DRAIN HGL @ 51 GPM:2658.91 m w 6 o z ON 10"PIPE OUT TO GIRR BOX#12 HGL:2660.42 @ 3.0 CFS .. ..:'• y WATER TIGHT PIPE CONNECTIONS(TYP.) GIRR BOX#4 PLAN WEIR CREST EL:2659.91 RIM EL:2662.25 RIM EL:2662.25 , HGL:2660.42 @ 3.0 CFS c 04 3.00' 0.50' 0.50' SEE GIRR BOX#12 ' 8"THICKNESS OF"'MINUS CRUSHED RIM EL'2662.25 RIM EL:2662.25 WEIR PLATE DETAIL AGGREGATE BASE COMPACTED TO 95% #4 BARS @ 12"OC EACH WAY 0.50' 0.50' 4 SEE GIRR BOX#4 c b HGL MAX EL:2658.43 - 10"OVERFLOW OUT MAX DRY DENSITY PER ASTM D1557 n WEIR PLATE DETAIL ti ti - c (] TO GIRR BOX#5 CONTACT DIC,LINE M ti L - - J NATIVE SUBGRADE COMPACTED TO 95% 10"IN FROM - HGL @ 10 CFS:2658.43 DIVERSION �-HOURS MAX DRY DENSITY PER ASTM D1557 0 o 0 18"FARR �n o 10"TO PUMP c c LATERAL IN � - - 10"IE"2658.30 0 0 BOX#4 STATION k~ 10"IE:2658.30 EEF RE a(a`('�NG °O SlWATKINS DRAIN WATKINS DRAIN " -BOO-. 2-1�JSJ 6.25 NOTES: 0.50' 24"IN FROM 24"OUT TO E IE:655.2524"OUT TO POND �Tsu-MP EL:2655.25 SUMP EL:2655.25 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE BOISE PROJECT BOARD OF CONTROL(BPBOC)STANDARDS AND RIDENBAUGH ? o iv 18"IE:2657.97 - c o o RIDENBAUGH N SPECIFICATIONS. CONTACT BPBOC 48-HOURS PRIOR TO BEGINNING WORK TO COORDIANTE INSPECTIONS. `' 10"IE:2656.25 2. SEE PLAN AND PROFILE SHEETS FOR RIM, PIPE INVERT,AND SUMP ELEVATIONS. INSTALL CLEMONS SELF-CLEANING CW200 W SUMP EL:2654.75 SUMP EL:2654.75 8"THICKNESS OF 3"MINUS CRUSHED PIPE TO BE COUPLED WITH ERICKSON INTAKE SCREEN (#18 MESH.1.00MM) U U) 3. ALL CONCRETE SHALL BE 4000 PSI. AGGREGATE BASE COMPACTED TO 95% FITTING FOR SCREEN REMOVAL WITH CUSTOM 10"FLANGE AND SEALED BEARINGS J Q 4. ALL STEEL REINFORCEMENT SHALL BE 60 KSI MIN. MAX DRY DENSITY PER ASTM D1557 J a GIRR BOX#12 SECTION A-A O 0- 5. CAST IN PLACE CONCRETE WORK SHALL BE COMPLETE IN ACCORDANCE WITH ISPWC SECTIONS 701, 702,AND 703. s NATIVE SUBGRADE COMPACTED TO 95% 8"THICKNESS OF 4"MINUS CRUSHED = O 6. NOTIFY OWNER'S GEOTECHNICAL REPRESENTATIVE 48-HOURS PRIOR TO PLACEMENT OF CONCRETE AND ARRANGE FOR AGGREGATE BASE COMPACTED TO 95% GIRR BOX#4 SECTION A-A MAX DRY DENSITY PER ASTM D1557 CONCRETE CYLINDER SAMPLING-THE QUANTITY AND FREQUENCY OF SAMPLING WILL BE DETERMINED BY THE OWNER'S Q U) 0 MAX DRY DENSITY PER ASTM D1557 NOTES: 0_ GEOTECHNICAL REPRESENTATIVE. GIRR BOX#12 SECTION B-B 1. GRAVITY IRRIGATION BOX SHALL BE PRE-CAST CONCRETE. Fn Z NATIVE SUBGRADE COMPACTED TO 95% NOTES: STRUCTURAL DESIGN SHALL BE PREPARED BY PRE-CAST L m Q MAX DRY DENSITY PER ASTM D1557 1. GRAVITY IRRIGATION BOX SHALL BE PRE-CAST CONCRETE. DESIGN ENGINEER. Z) 0 STRUCTURAL DESIGN SHALL BE PREPARED BY PRE-CAST Y E CAST-IN-PLACE CONCRETE IRRIGATION BOX 4 GIRR BOX#4 SECTION B-B DESIGN ENGINEER. =O Q Lu Lu z �.2 4:1 CIPOLETTI WEIR Lu Z 4:1 CIPOLETTI WEIR 0.33' u J SIDE SLOPES SIDE SLOPES Q r33= 0 0.33' _ (wj 0.33' ro a 1.00' w w O 0 8"DIA.X 3"STAINLESS HILTI KWIK c i p t o , O a 2.50' c F�o BOLT II TYP OF 6 WISTAINLESS o °%"DIA.X 3"STAINLESS HILTI KWIK v oc ( )BOLT II(TYP OF 6)W/STAINLESS cD NUT& WASHER-INSTALL ALL NUT& WASHER-INSTALL ALLBOLTS AT CENTER POSITION I D LBOLTS AT CENTER POSITIONp I "? �"STEEL----? ? �SS\ONAL FiyG/o WITHIN THE V VERTICAL o `� WITHIN THE V VERTICAL `" ADJUSTMENT SLOT L - a � C\STADJUSTMENT SLOT -J o a'STEEL Q� Q� F4 FF SECTION D-D SECTION D-D 3.17' 3 3.67' 3M 1"WIDE X 125 MIL MASTIC TAPE BETWEEN CONCRETE S 12-18-20 p WALL � CONCRETE 3M 1"WIDE X 125 MIL MASTIC TAPE BETWEEN CONCRETE BEHIND PLATE W LL AND ORIFICE LATE-PROVIDE WATERTIGHT CONNECTION po�TF OF CONCRETE WALL WALL AND ORIFICE PLATE-PROVIDE WATERTIGHT CONNECTION WALL SS �S BEHIND PLATE TO CONCRETE WALL K NOTES: ER\C NOTES: 1. WEIR PLATE SHALL BE INSTALLED LEVEL. 1. WEIR PLATE SHALL BE INSTALLED LEVEL. • : ' GIRR BOX#12 WEIR PLATE ' ' ' GIRR BOX#4 WEIR PLATE : 0 ; ; co www GIRR BOX #4 GIRR BOX #12 2 _ • G1.2 �_2 ,. c\j co co I � T PACKAGE PUMP STATION SEE PI.5 FOR REQUIREMENTS N:696016.9573 E:2453116.7325 g w t0 o FARR LATERAL 18"PVC IN o a48"DIA.PUMP STATION MANHOLE PACKAGE 000o PUMP STATION RIM EL:2662.25 o. N:696024.0506 z w E:2453104.2852zz m 2.75 LF 10"SDR35 PVC @ 0.0% a w 10"IE IN:2655.75 w o3 HGL EL:2658.43 N:696026.7737 N:696024.0132 as E:2453107.8890 V-, E:2453109.2850 c 10"C-900 PVC @ 10.0% z� 00 Ln Dd 10"IE:2656.25 w 18"IE IN:2657.97 L -------- --` ------ ------- ------ Z 10"IN FROM N:696014.5134 c GIRR BOX#12 N:696031.7735 N E:2453109.2140 w 140 O �Y y N E:2453107.9264 `,o 19 jW zzo 10"IE:2655.75 '� co GIRR BOX#4 10"IE:2656.25 10"IE:2656.25 J1, le GIRR BOX#12 w Q ow M N:696014.5508 I, 48"DIA.CONCRETE MANHOLE c� 10"IE:2658.30 a� `O 2 75' o E:2453104.2141 Z 5 Ld 1.0 LF OF 10"SDR 35 PVC @ 0.0% 4.00' O >r USE FLOWABLE BACKFILL z �° (CHIPS)TO BACKFILL N:696014-4 .5577 a (All SUMP EL:2649.75 24"IE OUT:2655.81 BETWEEN BOXES 10"IE:2658.30 E:2453103.2975 G124 G124 GIRR BOX#5 L NOTES: WATKINS DRAIN 24" C 8"THICKNESS OF "MINUS CRUSHED WATKINS DRAIN 24"PVC 24"IE OUT:2655.81 PVC IN FROM POND G z AGGREGATE BASE COMPACTED TO 95% 1. PUMP STATION MANHOLE SHALL BE z lo OUT TO RIDENBAUGH alo PRE-CAST CONCRETE. �24"IEIN:2655.81 w J rn m MAX DRY DENSITY PER ASTM D1557 STRUCTURAL DESIGN SHALL BE �Z/ z } � v Lu y NATIVE SUBGRADE COMPACTED TO 95% ob PREPARED BY PRE-CAST DESIGN `�\ Q m o CO MAX DRY DENSITY PER ASTM D1557 24"IE IN:2655.81 Z o o } ENGINEER. I I O w Y o V m ' W Q U vX Z PUMP STATION MANHOLE ~ ilf w a LL N:696031.8446 N:696026.8447 N:696014.5951 Ll a a a o E:2453098.4266 E:2453098.3893 N:696019.5949 E:2453098.2976 E:2453098.3350 7 JOB NUMBER: � IDB2099 DATE: 12-18-20 PUMP STATION MANHOLE 3 PUMP STATION MH & DIVERSION BOX PLAN SHEET NUMBER: w - G1.2 0 4 8 ~ Q FEET Glm2 w 3 t - - wZ ss 16 <u / W �„ s >. O W � � _ H o �.3 __ _ _ N89°20'48"W 1319.53' W.VICTORY RD.�»�„��$r a a0 o � t 852.42' - - - - - - - - _ �.o ao rF -_ -- --- 1320.00 ° \ r-- ---- -- - d3 o a 04 Q3 T - --- DOE -_ TOE 0 ---------- G. - -O- - O - oCJ Ez v 30 ¢'o c E O �G- - t y Z E.G. E.G. E.G.i E.G. E.G. E.G. E.G. u SS SS SS �..i., @SS S O S F r TOP �p� w irresu.r 0 G� G. E.G. P __ dr o y ° mow i»wnirrvcowss _ --�.6-- - TOP TOP E.G. TOP E.G. TOP G. E.TOP TA\ TOP - - - - - - - - - - _ o TOq g\ 0 TOP TOE TOE TOE Tq� �Tq TOE TOE X a o N TOE _ R(WCI�4 �.K#A \\ _ TOE TOE TOE TOE TOE TOE 9. TOf TOE TOE O }, _`_ E 3 w •w� TOP TOP TOP TOP TOP TOP LL V a o TOP . -E.G. E.G. E.G.- ' r a s y y rG _ TOPL. E E.G. E.G. EG. NOTES E.G. N 3 eQ � 0. O3 03 EG Ie� .,. QC1. E.G CN oO3 03 O3-E.G 03 93� 3 1. THE PRESSURE IRRIGATION DISTRIBUTION SYSTEM SHALL BE 03 X i s CONSTRUCTED IN ACCORDANCE WITH THE NAMPA MERIDIAN d - _ IRRIGATION DISTRICT STANDARDS AND SPECIFICATIONS. L y _-__-----_ -------------- 2. PIPE LENGTHS ARE SHOWN AS GENERAL INFORMATION ONLY- y � -� ° o„=, � g CONTRACTOR SHALL PERFORM THEIR OWN MATERIAL TAKE OFF AND E a E d o Z INCLUDE ALL WORK FOR THE PRESSURE IRRIGATION SYSTEM IN THE d m w o m a [L w BID FOR THE WORK. 2659 / /�'' j 2660 w w p X _ % 3. GATE VALVES SHALL MATCH THE PIPE SIZE. N 4. ALL WORK SHALL BE COMPLETED,AND MATERIALS PROVIDED, IN N:696235.1411 J ACCORDANCE WITH THE CURRENT NAMPA MERIDIAN IRRIGATION , i / ' DISTRICT STANDARDS AND SPECIFICATIONS,AND THE CURRENT E:2452717.2663 / EDITION OF THE ISPWC. 900 BEND 1 2 i i � : :' 5. MAINLINE PIPING SHALL BE PVC, CLASS 200, SDR 21 OR BETTER. 11.25°BEND .j O 80.74 LF OF 4" O �� / � O 285.46 LF OF 4" O ti66, w X 6. MAINLINE FITTINGS SHALL BE CAST IRON AND MEET AWWA 4 GV„,,� ° / Lo �_ REQUIREMENTS. A� 0 4PI 4PI 4PI 4PI 4 4PI I 4PI 4PI - - - - - DKLM � L - - Wes - - - - - - - N: 696230.9888 7. ALL GATE ISOLATION VALVES SHALL BE PROVIDED IN ACCORDANCE 48-HOURS v N:696234.2206 E:2453081.4496 WITH ISPWC AND MEET REQUIREMENTS OF AWWA C-509. VALVE BEFORE DICC�NC.,, w 8w aw 8 8w 8w 8w 8W 'v 90°BEND BOXES SHALL BE PROVIDED IN ACCORDANCE WITH ISPWC SD-406 „ 5 o E: 2452798.0035 S.CONTENDE DR. __ " I 8W 4"GV WITH 24"DIAMETER CONCRETE COLLAR. 1-SOO-342-1585 -- - - _ L- LOW POINT- - _ _ _ _ _ p _ 5 X 8. IRRIGATION SERVICE RISER PIPING SHALL BE 3/4 INCH DIAMETER N: 696175.2049ss -,' -m ss AT DRAIN 8s 8s as 8s 8s s 8 �_j E:2452711.3333 f 265g c S �' S CLASS 200 POLYETHYLENE. CURB STOP SHALL BE 3/4 INCH CLASS 200 WITH NON-RISING STEM,ALL BRONZE CONSTRUCTION AND 11.250 BEND in SCREWED ENDS. ALL FITTINGS SHALL BE BRASS. SEE SERVICE w 4"GV - RISER DETAILS FOR ADDITIONAL REQUIREMENTS. C) U) °"tee 9. THRUST BLOCKS SHALL BE PROVIDED IN ACCORDANCE WITH THE J Q I X N: 696170.9927 CURRENT EDITION OF THE ISPWC. THRUST OR ANCHOR BLOCKS ARE 2.50 a D I v, 1 REQUIRED AT TEES, BENDS, DEAD ENDS,OR OTHER CHANGES IN O Z= O • E: 2453080.7655 FLOW DIRECTION ON ALL MAINLINE PIPING. THRUST BLOCKS ARE _ 10.00' m 4"GV ALSO REQUIRED AT ELBOWS AND TEES BEFORE AND AFTER ANY Q U) 0 d I I w I I I I N COMPRESSION TYPE COUPLER. CONCRETE FOR THRUST BLOCKS > _ U- LuN o 1-2 2-2 1 N: 696084.2396 'v SHALL CONFORM TO ISPWC CL3000 AND SHALL HAVE A MINIMUM V) 0 Z N: 696093.6622 _ 7-3 6-3 5-3 LL Z 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE THRUST LLI m Q I E:2452978.1386 3-3 p I Q BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH. 0 E:2452718.5532 CR I a 45°BEND LL- N: 696073.0816 U) I I t� f 10. INSTALL LOCATING WIRE PER ISPWC. O 11.250 BEND 1 I 22.50 BEND N I y E: 2453079.6491 `s w " y ti m z 4"TEE 11. ALL STREET CROSSINGS SHALL BE MARKED ON EACH SIDE WITH = 4 TEE r� 0 N:696093.0798 I I � Y Q O o O 1 I 11.25°BENDS PURPLE FIBERGLASS STAKES SAYING"PRESSURE IRRIGATION" z 4 X 2 RED E .� E:2452769.6340 ( ) PRESENT. W Z 2"11.250 BEND(E) L --- - ---CAP END I 1 0 1 O Q 2"GV(E) d 2P1 _ _ L--- ____ _____ _� _ _ __ 1 PUMP STATION SEE PI.5 12. CONTRACTOR SHALL COORDINATE A PRE-INSTALLATION ONSITE I;i J 51.08 LF OF 2" 2PI 2PI 1 <1� 2661 - MEETING WITH THE PROJECT ENGINEER. CONTRACTOR SHALL Q F W - - v COORDINATE INSPECTION OF PIPE INSTALLATION WITH ENGINEER 2 U o a I 73.85 LF OF 2" 4"GV ONCE PIPE IS INSTALLED, PRIOR TO BACKFILL. 0 O 11 N: 696085.0816 4PI 4PI 90 BEND UP w \ ° 13. CONTRACTOR SHALL PRESSURE TEST THE SYSTEM AND OBTAIN z o U- 3-2 I I E: 2452904.2920 10.92 LF OF 2" O 97.25 LF OF 4" 4"DUCTILE SPOOL VERTICAL RISER WITH UNIFLANGE STUBBED 4"ABOVE SLAB -1 PASSING RESULTS IN ACCORDANCE WITH ISPWC SECTION 401. FINAL O a CAP END {N ALIGN VERTICAL DUCTILE RISER PIPE WITH PUMP STATION DISCHARGE PIPE PRESSURE TESTING SHALL OCCUR AFTER ALL OTHER ti \ N: 696074.1904 1 = - = N AND CONNECT TO PUMP STATION -TOP OF SLAB EL:2662.25 UNDERGROUND INSTALLATIONS ARE COMPLETE. E:2452982.4008 -��° a X SS\ONAL ENG p 4"TEE 'O tiILL X �� G\STE\\ \ 4"X 2"RED(N) \ .r, - _ _ x 1-3 N O \ \ 2"GV(N) \\ \ N: 696011.6327 M 8G1 FARR �X - LEGEND \- 1 4-2 \ 45°BEND(E) yoo E: 2453093.2494 `� s -" ---_ --- --- 8G�TERAL 3 \ ------------------------ _ 22.5°BEND(E) 9-3 \ %�0 900 BEND <:._ e 4 EP EP EP=- 8G1 11.25 BEND FAQ E Eo GATE VALVE �J��T�2oF-2oP,Z�� \ \ 2-3..' "I 5.71 LF OF 4" EP - N #_N N 3 i,�� N: 695972.4780 oss K ER 'L LOWER PI E'PIN: 696011.4091 o L I 4PI c ----PS-- - ry O AIR RELEASE VALVE `\ 5-2 \ \ \ O so UNDER GI �. ti66�� E:2453123.1523 P�ti6� -4PI h E:2453335.2262 \ \ '�` -`"f (3'CLEAR) w ti 90 BEND 138,40 LF OF „- - 4PI 90°BEND O DRAIN VALVE d,\ \ 10-3 1 '� / iT 4 11.25°BEND ' . . c • 46� ti6 ti66� k F OF O N: 695993.1315 O © BLOW-OFF ASSEMBLY : ID. ; Co i .. .. .. \ \ + \ `" / 0 " s 6g� E:2453198.3796 10.10 LF OF 4" ° _ f \ 7.07 LF OF 4 1 22.50 BEND 3/4 INCH PE IRRIGATION SERVICE , 6-2 \ \ \\ \ O\\ 24.82 LF OF 4" �I 11.25°BEND N:695962.3763 I O �Q N: 695956.3237 E:2453335.1496 Pi IRRIGATION MAIN LINE&SIZE ' \ \ E:2453121.0125 �� / \\ / \ \ , •;•'` 'f 11-3%� /O �� 22.50 BEND CAP AND MARK E PIPE DOWNWARD SLOPE DIRECTION co ° \V A = N: 695916.3540� '�� er A 7-2 \ �� 'E: 2453049.3447 i�� LOWER PI _--- - PRESSURE IRRIGATION EASEMENT \ 450 BENDS 1 UNDER GI (3'CLEAR) o o oN N: 695890.8552 i a o 12-3 \ E:2453065.5907 > / \ �' - NOTESo O 8-2 \ N: 695913.7033 4"TEE KEYED x \ 9 \ E: 2453055.9001 \ 22.5°BEND(N) - - \ W ,,�, 14.00 LF OF 4" i �� \ \ \ \ 2 \ \ 450 BEND' s, 4"GV(N) I 1. 3/4-INCH IRRIGATION SERVICE(SEE DETAIL 1 &2 ON SHEET P1.3). z� 4"GV(SW) i 2. DRAIN VALVE(SEE DETAIL 3 ON SHEET P1.3). �m 4"GV(NE) 3. AIR RELEASE VALVE(SEE DETAIL 4 ON SHEET P1.3). zQ \ 13-3 O \ / 9-2 \ O 1 I 4. 2"BLOW OFF ASSEMBLY(SEE DETAIL 6 ON SHEET P1.3) 03 N: 695880.1697 / \ \ E: 2453056.5450 \ jo 5. PLACE PRESSURE IRRIGATION IN C-900 PVC SLEEVE AT ROADWAY ° 50 c. I FUTURE PHASE 2 I CROSSING PER ISPWC SD-307 AND ACHD STANDARDS-MIN.SLEEVE o o� 90 BEND 2 W\ i DIA. SHALL BE THE PI PIPE SIZE PLUS 4". INSTALL(2)3"DIAMETER >Lu \ O \ \ 22.50 BEND �! CLASS 200 SIGNAL CONDUITS WITH 4' PULL ROPE.SLEEVE AND CONDUIT SHALL EXTEND 3-FEET PAST THE SIDEWALK. PROVIDE10 O 10-2 \ 14-3 i \ T CLASS A-1 PIPE BEDDING SYSTEM PER ISPWC SD-302,AND TYPE A-1 \ \ 1 \ \ WATKINS DRAIN \ TRENCH BACKFILL. (SEE DETAIL 7 ON SHEET P1.3) 10 \ \ \ N: 695785.4454 \1 Nco ; E:2453096.7 208 w koA o � 22.5BEND11-2 UK 66' U-C 15-3 I c 30 1 1110 a z �3 " O ' 1 Z N: 695690.9556 q \ 12-2 1k. a co E: 2452864.6800 \\ I II N N � N J / 22.50 BEND \ 16-3 o z I °° 0 1 - - 266� 2.50' - i O Q � S � w 2.50 z Uvco Of ..................I �............�. .... . . .y..............Jl ....................... < ozco } U U o v co Z MATCH LINE SEE SHEET P1.2 w W W Of � a 0- JOB NUMBER: N LU IDB2099 PRESSURE IRRIGATION PLAN - AREA A DATE: 12-18-20 y SHEET NUMBER: 0 40 80 w W FEET p 1 ■ 1 w d w x U) wJ .3 L - - 00 LL L 9 C _ -Lu - pU ' w/ a 3 2 _ _ O - y WN ap °30 -_E2! o aU - - = oE - NOTESF V -1 -2 1. THE PRESSURE IRRIGATION DISTRIBUTION SYSTEM SHALL BE - �� L MATCH LINE SEE SHEET P1.1 CONSTRUCTED IN ACCORDANCE WITH THE NAMPA MERIDIAN = N¢ =N IRRIGATION DISTRICT STANDARDS AND SPECIFICATIONS. Z g� r` 2. PIPE LENGTHS ARE SHOWN AS GENERAL INFORMATION ONLY- 2 w co co - o 13-2 -I - x N N CONTRACTOR SHALL PERFORM THEIR OWN MATERIAL TAKE OFF AND O INCLUDE ALL WORK FOR THE PRESSURE IRRIGATION SYSTEM IN THE 17-3 co ' 1 BID FOR THE WORK. o s E- 9 I ti _ O 3. GATE VALVES SHALL MATCH THE PIPE SIZE. / U co LL (,� �- E.__-moo;°�-' Q 1 N 4. ALL WORK SHALL BE COMPLETED,AND MATERIALS PROVIDED, IN a 3=N ACCORDANCE WITH THE CURRENT NAMPA MERIDIAN IRRIGATION Q. U) y a FL DISTRICT STANDARDS AND SPECIFICATIONS,AND THE CURRENT v0 Eo 14-2 I 1 EDITION OF THE ISPWC. v U a � 18-3 Rio 5. MAINLINE PIPING SHALL BE PVC, CLASS 200, SDR 21 OR BETTER. _ I 6. MAINLINE FITTINGS SHALL BE CAST IRON AND MEET AWWA Q N z u QU O I ' REQUIREMENTS. rn s - o O � E T � O - - - - " 7. ALL GATE ISOLATION VALVES SHALL BE PROVIDED IN ACCORDANCE d __ }a d } o WITH ISPWC AND MEET REQUIREMENTS OF AWWA C-509. VALVE m w a a o m Q 11 BOXES SHALL BE PROVIDED IN ACCORDANCE WITH ISPWC SD-406 2.50' 15-2 Z663 I Y 19-3 e+� �_ WITH 24"DIAMETER CONCRETE COLLAR. Lu 11111 00 1 i 1 8. IRRIGATION SERVICE RISER PIPING SHALL BE 3/4 INCH DIAMETER , O v - - - N FUTURE PHASE 2 CLASS 200 POLYETHYLENE. CURB STOP SHALL BE 3/4 INCH CLASS ' _ ILL. z 200 WITH NON-RISING STEM,ALL BRONZE CONSTRUCTION AND - SCREWED ENDS. ALL FITTINGS SHALL BE BRASS. SEE SERVICE U " RISER DETAILS FOR ADDITIONAL REQUIREMENTS. N 20-3 �I 9. THRUST BLOCKS SHALL BE PROVIDED IN ACCORDANCE WITH THE \ j 16-2 ss4 00 N ;' CURRENT EDITION OF THE ISPWC. THRUST OR ANCHOR BLOCKS ARE CONTACT DMNE 2 I REQUIRED AT TEES, BENDS, DEAD ENDS,OR OTHER CHANGES IN 2.50' FLOW DIRECTION ON ALL MAINLINE PIPING. THRUST BLOCKS ARE 48-HOURS FL ALSO REQUIRED AT ELBOWS AND TEES BEFORE AND AFTER ANY SEFQRE DIGgNG COMPRESSION TYPE COUPLER. CONCRETE FOR THRUST BLOCKS 1_SOO_ 2_1rJS� SHALL CONFORM TO ISPWC CL3000 AND SHALL HAVE A MINIMUM co 21-3 cc O 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH. I 17-2 N: 695407.6407 10. INSTALL LOCATING WIRE PER ISPWC. I N: 695408.4040 1 � w 'L I �_ E: 2453187.6478 11. ALL STREET CROSSINGS SHALL BE MARKED ON EACH SIDE WITH () U) \ E: 24530 43'TEE _ l 11.25°BEND PURPLE FIBERGLASS STAKES SAYING"PRESSURE IRRIGATION" J Q 1 _ 11 GV PRESENT. J = 11 22-3 12. CONTRACTOR SHALL COORDINATE A PRE-INSTALLATION ONSITE QJ MEETING WITH THE PROJECT ENGINEER. CONTRACTOR SHALL = O IN s a COORDINATE INSPECTION OF PIPE INSTALLATION WITH ENGINEER Q U) 0 N: 695451.1319 TIO - \ \ \ \ I\ p ONCE PIPE IS INSTALLED, PRIOR TO BACKFILL. � - \ (�� 14.48 LF OF 4" _ / E:2452862.8889 Y \ \ - - - 1 m _ 13. CONTRACTOR SHALL PRESSURE TEST THE SYSTEM AND OBTAIN V) 0 Z 22.50 BEND \ \ \ ---------- PASSING RESULTS IN ACCORDANCE WITH ISPWC SECTION 401. FINAL W m Q 11.25 BEND o- \ 19-2 \ \ N: 695408.5220 - 0 20.75 LF OF 4" Q N: 695395.0799 Z) 0 4 x \ E:2453079.4632 23-3 E:2453264.1879 PRESSURE TESTING HALL OCCUR AFTER ALL OTHER 8 1 UNDERGROUND INSTALLATIONS ARE COMPLETE. 0 90 BEND _ _ 3 11.25°BEND = � w 4PI 4PI 4„GV Q S LEGEND z 7.04 LF OF 4" 26s8` 72.95 FL OF 4" 4 0 4 CAP AND MARK W Z \ - - - - \ 75. 25 Lp OF + w J ao ti� N: 695401.48018w \ \\ 4 �o� �s Q F w oi9 20-2 E:2453079.4114 am LOWER PI 80w -aw aw sw GATE VALVE 2 ~ U _____x - O g � �� `� UNDER GI �`� W.WINNIPEG ST. __________ I _____� � � � 22.5 BEND w 3 0 4"GV p (3'CLEAR) g�W W O E, AIR RELEASE VALVE z 0 V i / � -co DRAIN VALVE / \ _ SS�ONAL ENG 8.06LFOF4" 1 - I _- 2ss8 © © BLOW-OFF ASSEMBLY Q��G�STE 21-2 N: 695336.2171 I `� \�� \ E: 2453099.3715 O �c� _ 2ssj J Z \ / 4"GV ?ems CD O 3/4 INCH PE IRRIGATION SERVICE N: 695328.5142 - - ? s N \ �, PI IRRIGATION MAIN LINE&SIZE \ , \ E: 2453101.7274 ? CANNOT A Q J'J 12-18-20 22-2 o d it ` w.un PIPE END p] qJ• Q 11.25 BEND LL Z E PIPE DOWNWARD SLOPE DIRECTION 'PO s F of O � � N S K ER\� S -------- PRESSURE IRRIGATION EASEMENT �ry �c ` s • ? 4 - KEYEDOTE 0 001 ----- ---- _ . . . - - 2 w-w do 2s�c X _ •• •• •• • O ?s Z 1. 3/4-INCH IRRIGATION SERVICE(SEE DETAIL 1 &2 ON SHEET P1.3). � 60 Q Ids Ids Idi• o \ 2. DRAIN VALVE(SEE DETAIL 3 ON SHEET P1.3). co m F / N: 695236.7162 q 109.36 L OF 4" N: 695235.8253 w oco 1 =E: 2453100.9722 Q/1 3. PLACE PRESSURE IRRIGATION IN C-900 PVC SLEEVE AT ROADWAY • / E: 2452991.6205 90°BEND g CROSSING PER ISPWC SD-307 AND ACHD STANDARDS-MIN.SLEEVE • 450 BEND DIA.SHALL BE THE PI PIPE SIZE PLUS 4". INSTALL(2)3" DIAMETER 24-2 CLASS 200 SIGNAL CONDUITS WITH 4' PULL ROPE.SLEEVE AND I \ do�`� CONDUIT SHALL EXTEND 3-FEET PAST THE SIDEWALK. PROVIDE % o �\ / CLASS A-1 PIPE BEDDING SYSTEM PER ISPWC SD-302,AND TYPE A-1 Ji2Z TRENCH BACKFILL. (SEE DETAIL 7 ON SHEET P1.3) o \ _ POND / 4. PI CROSS CONNECTION TO POTABLE WATER SYSTEM-(SEE DETAIL a EXISTING WATER \� 5/P1.3). a N z LEVEL=2658.75' O�\ a z HIGH WATER n 3 / 4 // O :zwarzm OA yr m •rzw.w, / sg�.x yr:zmur \ 00 M f ss ro o 3 O O 7-op 41 - lop / ag m TOP z0 0 W \ -� w wJ x �r I o z- �a / /\ a ok w3 I i / W c 3 a� a 0 03 IMERIDIAN HEIGHTS 0. 3 SUBDIVISION ' / Z a N PRESSURE IRRIGATION PLAN - AREA B o Q �00 � Y 00 z } z co 0 40 80 ~ o N N m FEET 'a c� v "- z �+ O w w a U- Q Of � a 0- JOB NUMBER: W IDB2099 o� DATE: 12-18-20 SHEET NUMBER: W W Wd Plm2 W _ 0 00 LL o 2 _ _ - W` :3 /LL V! L L O QU - 3 � 11 13 12 12 13 12 GORILLA = N To 4"X2" TEE _ 4" PRESSURE o CAGE (GC-3) U _ _ a a IRRIGATION MAIN POWDER COATED GREEN �� - _ 9 10 Keyed Notes X Keyed Notes X _ 3 = 3N 2" SCH 40 GALV. IRON � ° co co " ~ Z PIPE AND FITTINGS 2 VALVE 1. 3" SDR 21 PVC RISER EXTEND 18"ABOVE FG 1. 3" SDR 21 PVC RISER EXTEND 18"ABOVE FG D DRAIN 4" THICK CONCRETE U - (SEE GRADING PLAN) (SEE GRADING PLAN). 3 0 - - - - - _ - - - _ - = =r�u=i - _ _ _ _ = _ _ _ - _ - -ii=iii=_i SLAB SIZE TO FIT CAGE PER 2. 3" X 4"X 6" CINDER BLOCK OR EQUAL _ _ 2. 3 X 4 X 6 CINDER BLOCK OR EQUAL . 2" BACKFLOW PREVENTER ( ) _ =iii=iii-iiiuiiiiiii. -- -i - iiT iii- ( ) - -iiiii=iii=,iiiii. iii iiiiiiiiiiii iii ii iii - PER CITY STDS & PLUMBING CODE MFG'S RECOMMENDATIONS a c = E E L a i U a 3. 4"X 3/4" SADDLE. 3. 4" X 3/4" SADDLE. u- _ o 4. MAIN LINE. 10 4. MAIN LINE. 11 a DRAIN CONCRETE SLAB y 5. 8" X 3/4" BRASS NIPPLE. 5. 3/4" POLY PIPE 200 PSI. 2" SCH 40 GALV. IRON PIPE AND FITTINGS o 6. 6" X 3/4" 200 PSI POLY 18" ABOVE GROUND. 1 6. 6" X 3/4" 200 PSI POLY 18" ABOVE GROUND. 1 a 3 CONNECT AT DOWNSTREAM Q am - 7. 3/4" BRASS CURB STOP 7. 3/4" BRASS COMP. COUPLINGS. SIDE OF METER a Zr) Q a T F 8. ROCK CHIPS 8. 3/4" BRASS CURB STOP. N w g 9. 3" FEMALE ADD. 9. ROCK CHIPS. 7 M 2" METER - a - }o 10. LOCATER WIRE. 6 10. 3" FEMALE ADD. 8 6 10" DIA PVC m w m 11. 3" PVC PLUG. 3 5 7 11. LOCATER WIRE. 3 5 DRAIN VAULT 12. MARKER STEEL " POST". 12. 3" PVC PLUG. WITH IRON TILE LID 1" PVC 13. PLUG AND PURPLE NON POTABLE TAG. 13. MARKER STEEL "T" POST. 4 14. PLUG AND PURPLE NON POTABLE TAG. 4O �( 2"WATER SERVICE DRAW ROCFT OK 1" BALL VALVE 95 2 8 2 9 CONTACT DKXJNE _ DIRECTION OF DOWNWARD PIPE 48-HOURS SLOPE TOWARDS DRAIN BEFORE DKMNC 1-800-342-1585 NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD w w DRAIN DETAIL "MODIFIED" TYPE-A RISER SHORT SIDE SERVICE 1 "MODIFIED" TYPE-A RISER LONG SIDE SERVICE 2 NOTES w 0 CO �.3 �.3 1. PROVIDE ALL FITTINGS,TRANSITIONS AND APPURTENANT ITEMS AS REQUIRED FOR CROSS J = CONNECTION CONSTRUCTION. B_ 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES AND O z REQUIREMENTS. Q U) 0 0 5; - 3. CONTRACTOR SHALL CONFIRM FITMENT OF BACKFLOW PREVENTER AND APPURTENANT ITEMS WITHIN GORILLA CAGE PRIOR TO ORDERING MATERIALS. W m Q Z) 0 ui PI CROSS CONNECTION TO POTABLE WATER SYSTEM 5 ° Q z /\/\/\/\ - /\/\/\/\ JLU Keyed Notes X /i�/ice/i�/i /ice/i�/i�/i� Keyed Notes X /�/i�/i�/i�/i /ice/ice/i�/i� 1. DOMESTIC WATER METER BOX /�/ 2 / �/X/\ 1. DOMESTIC WATER METER BOX 13� C-) Lu Lu /X� 2 / /�/�/�/\ o COVER OBLITERATE WORDS ////// //// ////////// COVER OBLITERATE WORDS j////// //// z //////////// O a "WATER METER" FORD NO. X43 �� "WATER METER" FORD NO. X43 �� X CAST IRON WITH 13 Z" LOCKING i/\/\/\/\ 3 \/\/\/\ CAST IRON WITH 13 Z" LOCKING \/\/\/\/\ v /\/\/\/\ C.I. VALVE BOX TOP SECTION -TPLER#6855 TONAL // // // // // // // //\ / // // // // // // // // ASS EN�� LIDS. j \� j/\� \� j\�j\� LIDS. j /X�j��j��j� 8" ROUND CONCRETE COLLAR (4" THICK) 2. 20" DIA. PVC. //\//\//\//\ 2. 20" DIA. PVC. /\//\//\//\// PVC MPT ADAPT. AND CAP 3. 1 z" CURB STOP BALL VALVE SUCH \ o o \\/\\/\ 3. AIR RELEASE VALVE 1 2" 200 PSI j\//\\//\\//\\//\ //\\//\\//\\//\ CAST IRON COVER 3 AS FORD 1311-666SW. // / // //� RATED OR EQUIVALENT. / / / / / / / /` 4. MIN. 1 CU. YD. DRAIN ROCK TO \\�\ \\\\\\\ 4. MIN. 1 CU. YD. DRAIN ROCK TO \\\\\\\\\\\\ \\\\\\\\\\ �T12-1s-2o P // // 5 0 0 0 0 0 0 0 0 0 0 // // \ BOTTOM OF VALVE FOR SUPPORT. \/\ o o o o \/\/� BOTTOM OF VALVE FOR SUPPORT. \/\/\ o o \ SS ER��S \i \i\\i\ \/\\i\\i\\ \ /\\i\\i\\i\ 5. 1 2' BRASS PIPE. o 0 0 0 0 0 0 0 0 0 / / \ / / / / o 0 0 0 0 0 0 / / / / TYLER 6955 VALVE BOX OR EQ. \\//\\//\\/ \\//\\//� /\\//\\//\\//\\// //\\//\\//\\//\ IRRIGATION MAIN REDUCED TO 2" GALV. • /\//\//\//� D IUD 1/4" DRAIN CONCRETE THRUST BLOCK M .. co \\ \\ \\ \\ \\ \\ \\ • CONCRETE THRUST BLOCK , HOLE OR JOINT RESTRAINT BACKFILL WITH 1 CY DRAIN ROCK a NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD NAMPA MERIDIAN IRRIGATION DISTRICT STANDARD U U DRAIN VALVE 3 AIR RELEASE 4 2" BLOW OFF ASSEMBLY 6 a a ¢z �.3 �.3 �.3om U 00 g~ Z W m Op Z Q O_ U Oa O J d Z BROOKS 525 SERIES W/COLLAR& IID o ADJUSTABLE HEIGHT OR EQUAL > o DESIGN ROADBASE AND SURFACE w � 10 Z AS REQ'D BY ACHD �W 10.0 J FIN. GRADE 10 a4 00 00 00 00 00 00 00 zo O OOOOOOOOOOOOO J o00 00 00 00 00 00 0 Ira ow Z \� 0 O \�/� INSTALL (2) 3" o M DIAMETER �; °00,( COMPACTED SELECT BACKFILL CLASS200 SIGNAL �� o o �� o 03 CONDUITS WITH 4" PULL ROPE �' ��/ �� SAND PIPE BEDDING Q MIN.DEPTH OF SLEEVE SHALL BE 30" FROM jjK W TOP OF SLEEVE TO FINISHED GRADE / / LEEMCO JOINT RESTRAINT @ROAD CENTER LINE z LO MATCO 10ORT GASKEDTED SLEEVE W/1 1/2 X DIA. C 900 PVC EXTEND Z L > m ° W DEEP SOCKET VALVE FROM CURB TO CURB OR BACK OF X-SECTION - ROAD CROSSING C Q m Z - 4 SIDEWALK TO BACK OF SIDEWALK a o 0 o m W Q U N X z PROFILE VIEW - ROAD CROSSING w a LL tea/ a a o PRESSURE IRRIGATION PULBLIC STREET CROSSING 7 JOB NUMBER: IDB2099 DATE: 12-18-20 v/ SHEET NUMBER: W W W � Plm3 W - WZ 00LL W M ` 3 T - - _ 0 � N 9 N �/ y0 W Cl) t _ 0 ap Q U - ooN ao2 o PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS PRESSURE URBAN IRRIGATION SPECIFICATIONS 2 4. FINDER WIRE: No. 12 direct burial single strand copper sire(Type THHN or Bedding shall be placed in lifts not to exceed six (6) inches, except for the initial lift, 2.2 CONSTRUCTION: Isolation valves shall be installed where shown on the plans. o `° y Z NAMPA& MERIDIAN IRRIGATION DISTRICT THWN)shall be laid adjacent to all water main and service lines. The wire shall which shall be four (4) inches. Pipe base material shall be placed and compacted. Valve boxes located in unpaved traffic bearing areas shall be provided with a six (6) inch thick Updated January 1,2013 be placed along the North and East side of the main and service lines. The Compaction of pipe zone and trench backfill material shall begin when there is sufficient concrete collar twenty-four (24) inches square. Valve boxes shall be installed flush with v =o finder wire shall also be extended up the valve boxes. All wire joints shall be cover to protect the pipe from damage. Pipe base and zone materials shall be compacted surrounding ground. - y o connected with a King"One Step"30 V twist on water tight wire nut enclosure to 95%of maximum density in accordance with AASHTO T-99 by means of mechanical aQ All items unless otherwise modified herein shall conform to the "Idaho Standards for Public Works or prior approved equal. compaction. A minimum three (3) inch sand cushion shall be installed between the 3. PAVEMENT REMOVAL AND RESTORATION: IL c s e N Construction"(I.S.P.W.C.),latest edition. irrigation pipe and any existing pipes or conduits encountered. O - `_ E'3 o w 5. FLEXIBLE COUPLERS: Coupling center ring shall be constructed of ductile 3.1 REMOVAL OF PAVEMENT: Neatly cut all bituminous and concrete � a y o SMALL LOT INDIVIDUAL PARCELS LESS THAN 1 ACRE SHALL HAVE SERVICE iron having a minimum yield of 30,000 psi. End rings shall be constructed of FOUNDATION STABILIZATION: If unsuitable soil material is encountered in pavements regardless of the thickness prior to excavation of the trenches with an a „o y ductile or malleable iron. Ductile iron couplers shall have the manufacturer's the floor of the trench, the floor shall be over-excavated and back-filled with three (3) approved pavement saw or curter. Pavement cuts shall be made a minimum of twelve C E o U s 2N SYSTEM CAPACITY: standard coating. High strength, low alloy steel trackhead bolts and heavy hex inch minus granular material. The backfill material shall be uniformly graded from (12) inches away from each side of the trench over material, which is to be left v C e Ta N No pipe capacity shall be required in excess of the total acreage allotment. This acreage allotment shall be nuts shall be used. (Examples:Romac 101,Rockwell 311) course to fine and free of excessive dirt and organic material. Backfill shall be undisturbed. calculated at 6.5 GPM per irrigable acre or .733 minor inch per acre for all land served by the system. compacted to 95%of maximum density in accordance with AASHTO T-99. 4) - H o a Irrigable acreage shall be determined by NMID. 6. TAPPING SADDLES: Saddles shall be ductile or malleable iron. Straps or 3.2 PAVEMENT RESTORATION: Q o 2 T bands shall be galvanized or stainless steel. Gaskets and coatings shall be the BACKFILL ABOVE PIPE ZONE: Where the pipe is located within the street right-of- N W o w o Main line to make a complete loop of the subdivision from pump station with the first T joint having standard of the manufacturer. (Examples:Romac 101,Rockwell 311) way but outside areas to be overlaid with asphalt,suitable native material shall be used as 1. ASPHALT CONCRETE: Asphalt concrete used in conjunction with r � ca o isolation valve accessible in the pump station or immediately beside it. backfill from the pipe zone to finish grade. Areas in which pavement repair is required this project shall be furnished and placed in accordance with I.S.P.W.C. IL _ o y a T�aTod > L2 PIPE INSTALLATION: shall be back-filled with 3/4 inch minus crushed aggregate from the pipe zone to a point m w m None over forty-eight(48)inch in depth,finished grade. two (2) inches below finished pavement grade. Backfill shall be placed in lifts not to 2. CONSTRUCTION: The pavement shall be cut to provide clean, GENERAL: All PVC pipe shall be assembled and installed in accordance with the pipe exceed six (6) inches and compacted to 95% of maximum density in accordance with solid,vertical joints. Whenever possible,cut lines shall be parallel to or at right Main line tube,minimum four(4)inch. manufacturer's recommendations and as shown on the drawings. AASHTO T-99. Compaction shall be done using mechanical compactors. angles to the street centerline. ' Any line serving more than one(1)lot is considered main line. 1. PIPE INSTALLATION WITHIN STREET RIGHT-OF-WAYS 1.3 SYSTEM FLUSHING: The completed system shall be flushed of dirt and foreign Immediately before applying the tack coat, the surface to be treated shall be ' material and all air shall be vented from any high points prior to placing the system in swept clean of all loose material, dirt, excess dust or other objectionable 1. PIPELINE CONSTRUCTION: GENERAL: All work within street right-of-ways shall meet both the specifications operation. material. No application will be permitted when the surface is appreciable damp of the agency having jurisdiction over the right-of-ways and current I.S.P.W.C. or when weather conditions are unsuitable. 1.1 MATERIALS: specifications. 2. ISOLATION VALVES: Following the preparation of the base course and abutting edges,the contractor CONTACT DMINE 1. PIPE:All pipe shall be polyvinyl chloride(PVC)Class 200,SDR 21 or better. EXCAVATION: All pipelines shall have a minimum of thirty (30) inches and a 2.1 MATERIALS: shall apply CSS-1 emulsified asphalt(tack coat)to all joined surfaces. Asphalt 48-HOURS maximum of(48) inches finished grade. Utilities encountered in the pipe zone shall be concrete shall be placed to a minimum compacted depth of two (2) inches, BEFORE DIGGING Pipe two(2)inches and larger shall be ring gasket joints. crossed below by a minimum of 3'. Topsoil shall be stockpiled and used for the top layer 1. VALVES: Valve size unless otherwise noted on the drawings shall equal providing a smooth,even surface conforming to adjacent surfaces. during backfill. that of the pipe on which it is installed. 1-800-342-IN5 2. FITTINGS: PVC pipe fittings. 4. SERVICE RISERS: PIPE BASE AND PIPE ZONE MATERIALS AND PLACEMENT: Pipe base and GATE VALVES: Solvent weld fittings two(2)inches and smaller shall be on single service only. pipe zone shall include the full width of the trench from four(4)inches below the bottom 4.1 MATERIALS: Fittings must be Schedule 40 or better and meet or exceed the pressure rating of of the pipe to six (6) inches above the top of the pipe. Backfilt materials may be 2. VALVES TWO(2)INCHES AND LARGER: All gate valves shall meet LU pipe. Threaded fittings shall be Schedule 80. excavated native material containing no rock, organic matter or materials larger than 1/2the requirements of AWWA C 509 latest revision specifications for resilient wedge I. PIPE: 200 PSI Poly U tU inches. Where the volume or quality of native excavated materials is inadequate, sand valves and shall be manufactured by Waterous, Clow or Mueller. The gate valves shall J Q Fittings four(4)inches and larger shall be cast iron. Cast iron fittings must meet will be used for pipe base and pipe zone backfill. Pipe base material shall be placed and be two hundred (200) psi working pressure; non-rising bronze stem with o-ring rubber 2. VALVES: Curb stop valves shall be Class 200,with non-rising stem, all J a current AWWA requirements. compacted sufficiently to preclude future settlement. Compaction of pipe zone and gaskets and with a two(2)inch square operating nut opening to the left, bronze or brass construction,and screwed ends. O Z trench backfill material shall begin when there is sufficient cover to protect the pipe from Q Z 3. THRUST BLOCKING: Thrust blocks are required at tees, bends and dead damage. Pipe base and pipe zone shall be back-filled with commercial type bedding 3. VALVE BOXES: All gate valves shall be fitted with a standard 3. FITTINGS: All fitting to be brass. ends on all pipe and fittings with rubber gasket joints. Thrust blocks are also material or an approval alternate (free of humus, organic material, frozen material, and adjustable cast iron valve box and five and one quarter(5 1/4)locking lid as manufactured < U) 0 required at elbows and tees before and after any compression type couplet and debris conforming to the gradation specified below: by Tyler No.6855, 4. Modified Type A risers. - > _ where shown on the drawings. Concrete for thrust blocks shall conform to U) 0 Z I.S.P.W.C.,CL-3000 and shall have a minimum 28-day compressive strength of U.S.Standard Percent Passing 4. FLANGES/STEEL FLANGES: Steel companion flanges shall be AWWA 4.2 CONSTRUCTION: Service risers are to be constructed in conformance with the LU fT] Q � 0 3,000 psi. Concrete thrust blocks are to be placed against undisturbed earth. Sieve Size By Weight Class D steel ring flanges. Threaded or slip on,socket weld type as required. attached standard details. Service risers located along property lines adjacent to public roads shall U) be Type "A"only. Lateral pipelines extending to single service risers shall be two(2) inch pipe O Y w Thrust blocks shall have the following bearing areas unless otherwise called for 3/4" 100 5. CONCRETE: Concrete for valve box collars shall conform to I.S.P.W.C>, meeting the requirements of Section 1.1.1. _ !Y on the drawings: 3/8" 95-100 CI-3000 and shall have a minimum 28-day compressive strength of 3,000 psi. z Q #4 90-100 Joint compound or Teflon tape shall be used on all threaded joints. LLI Z 4"and small pipefittings 1.3 sq.ft. #10 90-100 0 Z 6"pipefittings 2.0 sq.ft. #40 15-80 All risers shall be labeled"Irrigation Water-Not for Drinking" All valve boxes and risers to be � J 8"pipefittings 3.5 sq.ft. 4100 0-25 marked with seven(7) foot steel t-bar fence posts driven twenty-four (24) inches in the ground Q LU 12"pipefittings 8.0 s ft. #200 1-10 with to twenty-four 24 inches painted purple. _ U q p tY O p P rP O LU LULU z Page 1 of 14 Page 2 of 14 Page 3 of 14 Page 4 of 14 10 0- ONAL ENG� G\STE "CO PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION 3 SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS (f!x 12-18-20 .2� 5. DRAINS AND AIR RELEASE VALVES: 6.6 SEALING OPEN ENDS OF PIPE: d) LEAKAGE: Leakage shall be defined as the quantity of water necessary to restore the WET WELLS: Systems up to 50 hp minimum vault size shall be sixty-inch(60") SS {( ER\��S Where the system is installed in sections or will not immediately be connected to the specified test pressure at the end of the test period. No pipe installation will be accepted until diameter concrete sized to number of pumps keeping twenty(20) 5.1 DRAIN VALVES: Will be one and one-half inch (1 ''/z") curb stop valve or NMID delivery point,the open end(s)of the system shall be capped prior to backfill. the leakage is less than the number of gallons per hour as determined by the following inches of clearance minimum from pump to wall and pump to pump. equivalent AWWA approved valve. formula. 50 hp or larger systems change the minimum vault size requirement is 't • 6.7 STREET CROSSINGS: 72". Will have steel plate cover with access door twenty-five(25) ' • co 00 0 5.2 AIR RELEASE VALVE: One and one-half(1 '/2,) inch 200 PSI rated and must extend All street crossings will be marked on each side with purple fiberglass stakes saying L=ND � P inches by twenty-five(25)inches minimum aligned with standard ' 00 . . from the top of main line not the sides. pressure irrigation present. 7400 manhole steps to bottom of well. Steps to be copolymer polypropylene ' W • 0 00 00 coated one-half(1/2)inch ASTM A-615 grade sixty(60)steel to meet • •• •• 00 • . . . 5.3 DRAIN VAULT: Twenty(20) inch PVC vault with Ford X 43 cast iron frame 6.8 PROFESSIONAL ENGINEERING REQUIREMENT: in which or exceed ASTM 6-478,AASH to M-199 specifications. and 13 %" locking lid. Obliterate words "water meter" on lid. Drain and air release Any short plat,plat or subdivision containing in excess of five(5)lots will be required to valves to be located in common area. have irrigation system designed and stamped by a professional engineer licensed in the L=allowable leakage in gallons per hour SCREENS: ALL systems must have either a Clemens or First Street screen. State of Idaho. N=number of joints in the length of pipe tested 5.4 CONSTRUCTION: Drains, air release and blow-off are to be constructed in D=nominal diameter of pipe in inches CLEMANS SCREENS Intake screen structures will be concrete having twenty-five(25)inches • conformance with the attached standard detail. Drain and air release shall be installed at LARGE LOT,INDIVIDUAL PARCELS ONE(1)ACRE AND LARGER: P=average test pressure during the leakage test in pounds per square inch clearance on each side and non-flag end of screen and six(6)inches the end of all pipelines serving more than three (3) service risers or as indicated by minimum between screen and floor. Overflow pipe invert will be six NMID. 7. GENERAL: All design,material and construction requirements for large lot irrigation Should any test of pipe laid disclose leakage greater than that allowed above,the Contractor shall, (6)inches above top of screen. Screens will have eighteen(18)mesh systems shall be the same as those for small lot irrigation systems with the at his own expense, locate and repair the defective joints or pipe until the leakage is within the stainless steel wire and sealed bearings on rotating assembly. 6. ADDITIONAL REQUIREMENTS: following exceptions: specified allowance. 10 FIRST STREET o 0 6.1 DELIVERY POINT: 7.1 SYSTEM CAPACITY: Design flow rates for pipe sizing shall be determined by PUMPS: All pumps to be high electrical efficient submersible or vertical WELDING SCREEN: Structures will be concrete having twenty-five(25)inch clearance to <o The Nampa & Meridian Irrigation District (NMID) will designate the site within the NMID based on parcel sizes. The maximum design flow rate,regardless of lot size,shall turbines not to exceed 1800 Rpm unless stated otherwise by NMID and sides. Screens will have eighteen(18)mesh stainless steel wire. z proposed subdivision, short subdivision, lot, tract, parcel or site for water delivery into be 8 gpm per irrigable acre.Irrigable acreage shall be determined by NMID. controlled by A13B variable frequency drive. Any pump system 15 hpo the new system. Where NMID delivery facilities are located on the property being or larger shall be of vertical turbine type. Jockey pump to run clear OTHER SCREENS: Other types of rotating clear water screens will need to be approved in divided,piping shall be designed for delivery from that point. Where NMID facilities do 8. TESTING: water screen continuously,minimum three(3)hp.controlled by its own writing on a case-by-ease basis. 3 not exist on the property being divided,NMID will designate the delivery point based on VFD. Pumps are to be 3 phase unless otherwise approved. proximity to NMID facilities and ease of future delivery pipe installation. Connection of 8.1 HYDROSTATIC TESTS:Pressure and leakage tests shall be made on all newly laid pipe FLOW METER: All systems must have a magnetic type flow meter installed. the new distribution system to NMID facilities shall be completed by NMID crews at the or any valved section of it or both. NMID will monitor the tests as conducted by the MANIFOLDS: Must be built out of Schedule 40 pipe minimum. W z landowner's expense. A deposit equal to the estimated cost for making the connection Contractor. The contractor shall furnish all necessary assistance,equipment and material HARMONIC FILTERS: All systems must meet Idaho Code IEEE519 and must install harmonic Z must be paid to NMID before crews will perform the work. and shall make all taps in the pipe as required for the tests. The Contractor prior to FILTER SYSTEMS: All systems must have automatic self-cleaning suction scanning type filters when necessary. O o 3 placement of final surface coverings shall test the finder wire for continuity. filter system installed. Screen to be 200 micron(i.e.Orival,VAF, w 6.2 CROSS CONNECTS: Arad). 0 D Any cross connects made to potable water supplies must meet the specifications of the When any section of pipe is provided with concrete thrust blocking,the pressure test shall not be made until a L entity providing the potable water. Sizing of backflow must meet the size of the demand. at least five (5) days have elapsed after the concrete thrust blocking is installed. If high-early cement is PUMP STATIONS: All pump stations to have enclosed building two(2)foot minimum V W w> No multiples at one location. When a cross-connection is installed a meter must be set used for the concrete thrust blocking,the time may be reduced to two(2)days. clearance between walls and pump manifolds and control boxes. Pump LL o before acceptance. Must have a shut-off valve(AWWA approved-wedge type 2"nut) Station must have access through roof to remove pumps. Each side to .Y between backflow assemblies and the main line. The pressure test shall be one hundred fifty(150)pounds per square inch. have minimum twelve(12)by twelve(12)inch vent-one of which V 1 w will have twelve(12)inch thermostat controlled exhaust fan. LU 10 6.3 ISOLATION VALVES: a) DURATION: The duration of each pressure test shall be a minimum of sixty (60) a Ci O Z= Isolation valves shall be located in common areas and two(2) feet from sidewalk off of minutes. "Self-contained"pump systems must have prior management approval road side each time mainline crosses road or common area. All main lines are to be before acceptance. If acceptance is granted,system must have lighting, looped. b) EXPELLING AIR: Before applying the specified test pressure, all air shall be expelled a 110v power outlet installed and have access to the wet well for N K from the pipe. cleaning. a w 3 6.4 AS-CONSTRUCTED DRAWINGS: As-constructed drawings (detailing pipe location, service riser locations and types and c) PROCEDURE: Each valve section of pipe shall be slowly filled with water to replace LIGHTING: Fluorescent lighting-two(2)four(4)foot tubes with cold weather Z ti 3 isolation valves) shall be provided to NMID following construction. Drawings shall be any water lost. The specified test pressure,measured at the point of lowest elevation by a ballast. The pump station shall include at least one thirty(30)amp 110 provided on reproducible copy and shall be clean,neat,and legible along with a digitized gauge of at least two hundred fitly-five(255)psi measuring capability divided into two(2)psi V dual outlet power supply. z 0 3 drawing(CD). FINAL APPROVAL WILL NOT BE ISSUED UNTIL RECEIVED! increments shall be applied by means of a pump connected to the pipe in a satisfactory manner. 6.5 INSPECTION: The contractor or individual installing the facilities must contact the NMID inspector forty-eight (48) hours prior to beginning any work. All trenches shall be left open for U inspection Monday through Thursday. Z z � - 11 W J � Z � � CD D O a m Z 0.11 OD � o Q O^Page Page Page Page a W YNv m U < U .. Z 9 9 9 9 o w Pa WILL a a JOB NUMBER: IDB2099 WDATE: 12-18-20 SHEET NUMBER: ui v/ J PIAW W WL W Z a yU SCOPE OF WORK included as part of the main control panel PLC programming. 2. System Pressure Setpoint O O a y ESI SPE I I ATID S Packaged Pump Station supplier shall provide a variable speed Pump Control System a V s o- o 3 ao a w submersible turbine pump station complete with pump, piping, � w � y 3 NEMA Rating. The VFD, PLC, and associated electrical equipment 3. Pump Sleep Settings, with two threshold modes: Sleep by Flow or > 49" DESIGN ELDW RATC 100 GPM @ 75 PSI valves, sensors, variable frequency drive (VFD), programmable logic O a=4= shall be mounted in a NEMA 3R enclosure rated for indoor Sleep by Frequency x N 2- 8 E = N o o 0 controller(PLC), UL 508A listed control panel, and all appurtenances a Z N= -k MINIMUM POWER 240 VOLT / 1 PHASE installation. To avoid potential water or rodent damage, VFD's 4. System Protection Settings, including fault and warning a O E_ 1 o = 51 A B 14 F 8 2 6 5 necessary for a complete and functioning pumping system. The mounted outside the main control panel are not acceptable. Y g g g Q v = o o v o MODEL # PRECISION PUMPING SYSTEMS (208) 323-5300 station shall be mounted to press brake formed steel base and p p parameters for low flow, high flow, low pressure, high pressure, y o N a o 0 ITEM NO. DESCRIPTION Size QTY. enclosed in a powder-coated marine grade aluminum enclosure. The Control Panel Manufacturing & Testing. The pump control panel shall restart trials and restart delay time. _ - a o WET WELL COVER PLATE 1 CONTROL PANEL 30x20x10 1 pump station shall be manufactured by a UL QCZJ certified pump be manufactured and listed by a UL508A Panel Shop. The panel 5. Load Factory Default Settings, User Saved Default Settings. - station manufacturer. shall be UL labeled as an "Enclosed Industrial Control Panel". The �P o a o= 2 FILTER,VAF200 3" 1 6. Pre-Programmed Start-Up Routines to limit and/or delay starting r 12 1-1/2" FILTER FLUSH pump control panel shall be completely manufactured, tested and - Zr 3 FLOW SWITCH 112" 1 Technical Service and Support. The manufacturer shall provide programmed prior to delivery to the job site. and acceleration of the pump to eliminate excessive velocity and w 4 LEVEL SENSOR/FLOAT SWITCH CAP 1 access 24/7 phone support with a factory certified technician. The pressure. It shall also include initial start-up, mainline fill, power a o= o 11 technician shall have access to all relevant data specific to the pump Documentation. A color wiring schematic and pump nameplate outage and automatic re-starts. Z PRESSURE DIFFERENTIAL GAUGE& 7 o ® 5 SWITCH 0-15 PSI 1 station, including specifications, submittal, shop drawings, information shall be permanently affixed to the inside of the control 1 8 PLC Monitoring Functions �2 � G 6 PRESSURE GAUGE 2-112" 1 programming, and detailed photos of the system. enclosure. All field terminal connections shall be numbered and E labeled. 1. Pump operating status, total pump run hours, motor frequency, 7 PRESSURE TANK 2 Gal 1 Factory Testing. The pump station shall undergo and pass all of the motor amperage a- o s a °o 4 8 PRESSURE TRANSDUCER 114" 1 following system performance tests: Hydrostatic testing that meets Cooling System. The control panel cooling system shall be o •- o o E:3 o w co D 3" CONNECTION 2. System pressure, flow rate UL0 a ANSI/HI specifications and standards; Flow testing that meets appropriately sized for the ambient conditions. The cooling system 9 PUMP,SUBMERSIBLE 10 1 C ANSI/HI 14.6 specifications and standards; and Vibration testing that shall not allow dust, insects or rodents inside the pump control panel. 3. Fault Log with time stamps and diagnostic utility. N o 0 10 SKID,BENT 48x33 1 CL w y meets ANSI/HI 9.6.4 Vibration Measurement and Allowable Values Two sets of spare filters shall be included with the pumping system. 4. Trend Data, with graphic display of system pressure, flow, motor 1 11 STAND,SUBMERSIBLE PUMP,FLANGED 3" 1 specifications and standards. The pumping system shall be flow frequency and amperage. Data shall be exportable to MS Excel. Main Disconnect. A service-entrance rated, non-fused disconnect q Yp 12 VALVE,AIR RELIEF 112" 1 tested as a com lete unit, which shall include function testin of Q 4) - - n 10 p g shall be mounted in the pump control panel and shall isolate all 5. USB port to upload, download of program, and data storage. �' L - LL 13 VALVE,BUTTERFLY,GROOVE,LEVER 3" 1 pumps, motors, instrumentation, appurtenances, and control panel. Q y a T z w 1 BLOWOUT The results of all tests shall be available to the owner. power to the control panel. The disconnect shall include an operating Instrumentation. rn N - w o a O0 15 14 VALVE,CHECK,SILENT 3" 1 handle mounted on the control panel enclosure door that is a d o a E 3 o Q J 15 VALVE,SOLENOID(CW CLEANOUT) 1-112" 1 PRODUCTS mechanically interlocked to prevent entry while the disconnect is in Pressure Gauges shall have a 304 stainless steel case, with bezel a m w- } the ON position. To prevent damage from vandalism, a disconnect construction. Gauges shall have a 2.5" diameter and be liquid filled. J� AVAILABLE ASSESSORIES (SEE NOTE) Piping, Valves Skid Base, &Station Enclosure. p p g g q 0 o 1 p g> external to the pump station enclosure shall not be accepted. w w A ENCLOSURE,MARINE GRADE ALUMINUM 48x33x32 1 Pressure Transmitter(s) shall be constructed of stainless steel and z w PLAN VIEW Piping. The station piping shall be standard wall pipe with grooved Overcurrent Protection. The VFD bridge rectifiers shall be protected rated for the pump station discharge pressure. J B INSULATION 1 SOUND ATTENUATION connections. Flanged or welded connections shall not be acceptable. from over current by an appropriately sized circuit breaker. Fuses are C HEATER 50OW 1 Threaded connections between the main piping sections other than not acceptable. Flow Meter. The station shall include a solid state insertion flow 13 -NMP INSERTION FLOW METER at the pump volute shall not be acceptable. meter. Current and totalized flow shall be read at the pump control 3 D D or 1 Lightning & Surge Protection. The Pump Control Panel shall be panel HMI. Paddle type insertion sensors shall not be accepted. -BADGER INSERTION FLOW SENSOR Valves. Butterfly style isolation valves--with grooved equipped with transient voltage and surge arrestors. E CW VALVE/1"INTAKE SCREEN SUPPLY 1 connections--shall be included on station suction and discharge Pump Protection Shrouds 9 LINE piping. Flanged or threaded connections shall not be accepted. A Convenience Outlet. The Pump Control Panel shall be equipped with CONTACT DMNE F HIGH PRESSURE SWITCH 1 Each pump and motor shall be completely encased in a slotted PVC non-slam check valve shall be included on the discharge of each duplex outlet. 48-HOURS E well casing. Both ends of the shall be thoroughly sealed to ensure o G PRESSURE RELIEF VALVE 314" 1 um An air release valve shall be included, located immediate) BEFORE DIGdNG pump. Y Variable Frequency Drive (VFD). The VFD shall be appropriately that no water can enter at either end. Water shall only enter the I � i after the pump check valve. sized to meet the FLA (full load amps) required by the pump motor, casing through precision laser cut slots, which will not allow debris 1-800-342—=5 DROP PIPE,SS(6"EXTENSION PIPES as stated on the motor nameplate. The VFD shall be manufactured larger PUMP 3" 1 Skid. The um skid shall be made of 1/4 press broke A36 steel. No p ger than can be passed entirely through the pump. All water � AVAILABLE pump `'o welded bases or open rail systems shall be acceptable. by ABB Industrial Systems, Mitsubishi, or approved equal. Initial entering the casing shall pass over, and cool the motor, prior to PROTECTION IDstart-up and calibration shall be performed by a factory certified entering the pump. SCREEN y ® ®oo Corrosion Protection. The pump skid and appurtenances shall be technician, which shall extend the warranty on the control panel to a w cleaned to bare steel and coated with a baked on powder coating, all U total of three (3)years. J = piping including elbows shall be coated inside and out. The pump a station shall be pressure tested prior to coating. No welding shall be Programmable Logic Controller(PLC). The PLC shall be fully O 0- L Liperformed after the pump station is powder coated. programmed prior to pump panel installation. The technician installing = O and programming the PLC is to be factory trained and certified by the Q 0 0 Station Enclosure. The pump station enclosure shall be constructed PLC manufacturer. The PLC programming shall be non-proprietary, 0 j — FRONT VIEW SIDE VIEW of marine grade aluminum modular panels to allow access to all and the complete station programming shall be made available to the � p z pumps and components by simply removing any panel. The entire owner via a USB drive included with the station control panel. LU m Q front of the enclosure shall consist of hinged doors. The enclosure Z WET WELL MATERIAL TITLE: shall be powder coated. The roof of the enclosure shall be easily PLC Operator Interface. The PLC shall be equipped with a 5.7" LCD O Y w (SHOWN AS 48 ) SUBMERSIBLE TURBINE color touchscreen. The operator interface shall allow the user to 2 � BY OTHERS (SEE NOTE) PUMP STATION displaced and replaced by one person for the purpose of servicing p Q 2 the pump station. The station enclosure shall include a ventilation fan make adjustments to the PLC program locally without requiring any z 0- PPS- _ UNLESS OTHERWISE SPECIFIED: PROJECT: IFENYI ESTATES (or fans) appropriately sized to adequately cool the enclosed additional equipment such as a laptop computer. A VFD control LLI DIMENSIONS ARE IN INCHES equipment. q y keypad is not an acceptable substitution for the digital operator >_ PRECISION PUMPING SYSTEMS TOLERANCES: LEVEL: w J FRACTIONAL: ±1/8„ 90% Finalinterface. The PLC shall have an Ethernet port to enable remote Q � LLI 6515 BUSINESS WAY ONE PLACE DECIMAL: ±.10 Automatic Filter: The pump station shall include an automatic access. 2 ~ U BOISE,IDAHO 83716 TWO PLACE DECIMAL: ±.05 PART NO: 1 C-f I I-\/A F-3 LU NOT FOR FABRICATION 208-323-5300 DO NOT SCALE DRAWING I J IVJ V J screen filter. The filter shall use suction scanning devices to 0 0 wWW.gopps.us DRAWN: JWR DATE: 3/25/2019 JOB: SIZE: B SCALE: NTS SHEET: 1 OF 1 REV automatically remove debris from the filter element. The filter shall PLC Control Functions: Z o be VAF200 or approved equal. Control logic for filter flush shall be 1. User settable Local or Remote control. o a I i ONAL w DO O��S�G\STE 3 (P 12-18-20 �O I � doss /( 0 ERo�S�� 4"DUCTILE SPOOL VERTICAL RISER WITH UNIFLANGE STUBBED 4"ABOVE SLAB ALIGN VERTICAL DUCTILE RISER PIPE WITH PUMP STATION DISCHARGE PIPE 4 P AND CONNECT TO PUMP STATION USING DUCTILE IRON PIPE-TOP OF SLAB EL:2662.25 CONNECT PI TO PUMP STATION USING DUCTILE IRON PIPE : • LO LO L • I , C0 .• .• • FIJ •• • • s • 73 • • ' CO CO .• • 74" i CL • .• .•` .• • CONCRETE 6"THICK 4000 PSI CONCRETE SLAB PLACED ON 6"THICKNESS OF 314"MINUS CRUSHED a LLJ o- PAD AGGREGATE BASE COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557. o • u COMPACT SUBGRADE TO 95%MAX DRY DENSITY PER ASTM D1557 `O ° co TOP OF SLAB EL:2662.25 co PUMP SKID WET WELL °° COVER 4 0 INSTALL 1"INTAKE SCREEN 48"WET 4 1.5"FILTER FLUSH I 9.00, Qo WELL 4 _ SUPPLY LINE PER PUMP STATION MFG.'S LLJ RECOMMENDATIONS-1"DIA.200 PSI POLY PIPE �a ° SCREENS PROVIDE ISOLATION VALVE INSIDE OF PUMP ENCLOSURE Q N p p N 4 SUPPLY LINE — — C� N INSTALL POWER SERVICE FROM ---`" ° PIPE TO BE COUPLED WITH ERICKSON TRANSFORMER TO PUMP STATION FITTING FOR SCREEN REMOVAL g POWER �m CONDUIT OIZED BY HERS) ° ° / INSTALL 2"FILTER FLUSH LINE 00 / PER PUMP STATION MFG.'S RECOMMENDATIONS-2"200 PSI POLY PIPE 3 4 04 ag 12" 13" � > INSTALL CLEMONS SELF-CLEANING CW200 w INTAKE SCREEN (#18 MESH-1.00MM) 00 WITH CUSTOM 10"FLANGE AND SEALED BEARINGS �W � Q n (2)4"DIA.SCH 40 SLEEVES UNDER GRAVITY IRRIGATION �o a 0124 G124 2 J Z ow Y 1- �Z O w3 a NOTES: H 1. IRRIGATION STRUCTURE BACKFILL MATERIALS AND COMPACTION SHALL MEET o 03 STRUCTURAL FILL SPECIFICATIONS AS PER THE PROJECT GEOTECHNICAL REPORT. 2. SEE SHEET GI.2 FOR PUMP STATION MANHOLE AND GRAVITY IRRIGATION d PUMP STATION LAYOUT STRUCTURE AND PIPE DETAILS. 3. CONTRACTOR SHALL PROVIDE A COMPLETE POWER SERVICE TO THE PUMP d STATION. Z w � > w O ¢ m Z 00 Of PRIMARY POWER AND TRANSFORMER Q W O 3 C> BY IDAHO POWER ~ w Y o v Z W 0-1 U �X Z O w w a L Q Of 0-1 o JOB NUMBER: IDB2099 PRESSURE IRRIGATION PUMP STATION W DATE: 12-18-20 1 ' SHEET NUMBER: Lji �_5 W P1 .5 W 19 3 t — — wZ -- — — O W = w —dc W.VICTORX,�. �e ® p Ugo ; - - - - - - - - - - - - O ---- E C2 EP---iwz-- - - ---- a w U) S'zlh _ --- �p 3 0 - dd 0 �X ------- I _ _ — _(� -- - 0 D_ QU S SS G. E. o G E.G. E.G. _ o ._ T'o 5 `go--SS G - - -- _ o ��-- o o¢Fc=- TOP E.G. TOP E.G. TOP E.G—TOP P �s' ` o o�-s T o 0 TOP7-op TOE a \ rof 70E _ - - TOE - TOE OE o \ - TOE TOE TOE TOE OP co �».d TOE TOP TOP TOP TOP TOP - 2 _ 0 E.G. E.G. E.G. E.G.—EG. / 2 E.G. 0'3 0 3�.0..3 0 3�0.3 X U H 3 N N o ¢ c E E 0 �� z -=0'3 1-1._ In 1O STREETLIGHT E- � o 3 ti F N: 696181.9652 � i� STREET LIGHT 1 0 ° -a'EE '` o d� N: 696180.0010 X d`= E: 2452803.0978 -,TYPE-2 LED FIXTURE �i �/ Q:; :. E: 2452992.3799 0 25-FOOT POLE i �..'::; TYPE-2 LED FIXTURE N N o E 25-FOOT POLE cj T Q +, > o -4PI -/� 4P - 1 4P1� 4P1 . 4P1 - I - 0 m - - - 8W NDDR. Q N � � " 'o_ oc 8 8W W W 8W z 8S S 8 8 S 8S s a E d a (L mw aTo� m 11-2 1 2-2 1 I I 1 ' a l 1 1 7-3 6-3 5-3 4-3 3-3 N I i 1 l i I I I I I I I L--- -J I Legend CONTACT DKXJNE 48—HOURS 1 STREET LIGHT I I \ 4PI BEFORE DIMNC N: 696015.9579 I TYPE-2 LIGHT POLE, LUMINAIRE, AND JUNCTION BOX -$QQ-342-1585 a E:2452832.8536 I ,\ \ \ TYPE-2 LED FIXTURE \ 8-3 \ 25-FOOT POLE \ \ a x 1-3 4-2 ------------- A ? ► x _____ _ City of Meridian co 9-3 \ o EP�—EP EP 18GI =_ J Q a ✓' \ \ J EP EP EG \\ 0 2.3E _EP Street Light Notes J 4P1 E' z 5-2 = O \ \ \ 10-3 \ �p Q C_n 0 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN >_ _ ' ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, U) 0 Q / 6-2 THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE LLI o0 / \ \ \ \ • 11 3 \ � ; � I ISPWC, AND THE NATIONAL ELECTRIC CODE. O � � i e` Y Lu \ ; 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED = Q \ 7-2 \ PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN z \ / \ PORTAL AT 0 Z \\ HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ J / _ \ 12-3 TO OPEN A PERMIT AND REQUEST INSPECTIONS. Q Lu 8-2 = \ �0 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE O \ O STREET LIGHT \ 9� \\ \\ w w N: 695830.8203 2 \ ; CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND z o E: 2452911.4064 \ �� \ 13-3 \ I FOR THE POLE AND ASSOCIATED WIRING. 0 a / TYPE-2 LED FIXTURE \ CP \ 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM / L 25-FOOT POLE \ � \ \ \ TREES 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM SS\OVAL FiyG \\ \ \ I WATER METERS. '�G\ST 10-2 E Fo�ifi�F 14-3 0 � � \\ 5. KEEP ACCURATE NOTES OF CONDUIT JUNCTION BOX\ LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF 3 THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL 11-2 I 1 PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC 12-18-20 15-3 WORKS DEPARTMENT PRIOR TO REQUESTING FINAL f'�s TF OF \\ \ 1 I �' m INSPECTION. S K ER\�� I / 12-2 I I 6. CONTACT THE CITY TRANSPORTATION AND UTILITY FUTURE PHASE 2 COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING / 1 STREET LIGHT 16-3 UTILITY CONFLICTS, OR TO ACCESS LOCKED METER N I I� PEDESTALS. , : 695642.8717 .. .• 1• E: 2452950.7471 o • .. .. .. . _ \ TYPE-2 LED FIXTURE 1 ; - , / > 25-FOOT POLE 1 17-3 l i Keyed Notes O .0 CD d co • • \ I P 1 14-2 1 18_3 i� 1. TYPE-2 LED STREET LIGHT, POLE AND APPURTENANT ITEMS a I 1 1 PER CITY OF MERIDIAN STANDARDS. W` i l i w I w i 1 i ¢ 10 I 15-2 I v 19-3 1 o w a& W a I m I N I * zQ 20-3 0. \ 1 16-2 oa 21-3 1N \ 17-2 z 1 I l p w 66 22-3 \ y ® ' ' a STREET LIGHT _ 1 1 STREET LIGHT \ \ --N: 695391.415210 a4 N: 695460.5884 23-3 m E: 2453256.3048 _ E: 2452953.0032 \ 4P\ - TYPE-2 LED FIXTURE / TYPE-2 LED FIXTURE' �� \ -�0 25-FOOT POLE Zz V d 25-FOOT POLE - rt N� \ \\ 20-2 \ w 3 \ \ 8W � 1 s W\\WINNIPEGST�W ------ - 1 \ Z 4 \ _ / 21-2Ll - I 22-2 23-2 \ \\\\\ PIPE IND U \ \ \ Lu Q (� co 7 Y \ \ \ 2 Z } Z V� 00 C' d01 v\ A� o O w CO } \ H Y � � w c0 o d 2 2 \ / e LL Idb Idb * O w a N JOB NUMBER: STREET LIGHT PLAN IDB2099 0 60 120 ` DATE: 12-18-20 W SHEET NUMBER: FEET W w /mow SLml w v/ w 3 t — — wz ss ii 2� N r U O N o dv 3 c 2 _o `O O O O-U � Uo W.VICTORY RD.-- - - r----- - 0 - 0Ep 0 d _ _ azN d3 O �X ------ I — — —b ---- - 0 — — — d `o_s - - - - - - _ _ _ QU S SS G. E. o G E.G. E.G. _ o ._ T'o 0 `go--SS G - - -- . �s� � °. TOP _Top E.G. TOP TOP ` TO' roE a_ o3. o¢T o 0 - TOE TOE TOE TOE OP TOP TOP TOP TOP s TOP - E.G�E.G. E.G.—EG. / 2 E.G�0'3 03�03 03�0.3 U H 3 y E v o'" ¢� cE E 0 03� z CBU #4 1 -----------------1-1------------------- " u y o N ---- (16 UNIT) - --------- CBU #5 1 // �> a o coy (16 UNIT) / / I o _= � 3o w d� X � - L E a 3 U a Q r E o N V O z ""o - 4P1 -/ 4P - 1 4P1� - - 4P1 4P1 - - 4P1- B d i - - - _ ® aN ooT z SW CONTE W 8W 8W W. N cyo ° = 88W . NDER DR. _ �� a E� U 8S S 8 8 8S 8S s A a d mw aTo� 'm 43 o -- - - - --- ----p r ---- - - Signs C X I I 00 I � 11-2 2-2 1 I I z- a II 1 1 7-3 6-3 1 5-3 1 4-3 1 3-3 N I p A TYPE-III ROADWAY TERMINUS BARRICADE I I z L J L- - mQ X O ss TYPE-II SIDEWALK TERMINUS BARRICADE CONTA NE - - - ---2�1 ---- ---- I I \ 4P1 � BEFORE DIGgNC II 3-2 a I I 1 �` \\ � O STREET NAME STREET SIGN PER ACHD STDS. 1-$00-342-=5 I \ 8-3 \ �� \ \ a X _ x 1-3 1. SIGN INSTALLATION SHALL BE IN ACCORDANCE WITH THE 4_2 \ \ / \\ - ARR q x CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC U Lu - \ 7 9-3 \ --EP—EP 18G1---- a WORKS CONSTRUCTION STANDARD DRAWING NO. 1130, THE J Q EP - EP MUTCD., AND ACHD STANDARDS. J = / \ \ J Ep EG \ \ 4pi Ec- 2. THE BOTTOM HEIGHT OF SIGNS SHALL BE 7.0' IN HEIGHT, o Z 5-2 \ \ MEASURED FROM THE ADJACENT TRAVEL SURFACE, _ 0 \ \ 10-3 \ 6 �P SIDEWALK OR CURB AS APPLICABLE. < U) 0 \ \ \ 3. STREET SIGNS AND BARRICADES WILL BE INSTALLED BY U p Z / L 6 2 \ � � � � ACHD AND PAID FOR BY THE DEVELOPER. CONTRACTOR W Z) � SHALL COORDINATE THE WORK. c \ \ \ 11-3 O I �Q\ 4. TYPE-II SIDEWALK TERMINUS BARRICADE SHALL BE Y w \\ 7_2 \ PROVIDED PER ACHD STANDARDS. BARRICADES SHALL z Q HAVE THICKENED EDGE ALUMINUM W/6" WIDE W D_ RETRO-REFLECTIVE RED/WHITE DIAGONAL DECALS. 0 Z �� \ 12-3 \ I PAINTED SIGNS ARE NOT ALLOWED. BARRICADE MUST HAVE F w 8-2 \ �u'p \ A KICK PLATE AT THE BOTTOM TO PROVIDE CANE _ U i \\ \\ I DETECTION. O Lu w \ 2 5. TYPE-III ROADWAY TERMINUS BARRICADE SHALL BE 0 \ 9-2 \ �� 13-3 i I PROVIDED PER ACHD STANDARDS AND INCLUDE A SIGN ° a \ i THAT STATES "STREET TO BE EXTENDED IN THE FUTURE". 10-2 \\ 14-3 ;\ i � Q� ��G\STE FO �FF \\ Legend STREET SIGN 3 11-2 i I I i � �'� 12-18-20 �O �z 15-3 i0 o o TYPE-III ROADWAY TERMINUS BARRICADE Ross oER C�Sp� \ I I I �� TYPE-II SIDEWALK TERMINUS BARRICADE I / 12-2 I FUTURE PHASE 2 ' ' . \ , ,6-3 Keyed Notes O 2 ' • o, co 00 1. DEVELOPER PROVIDED CLUSTER MAILBOX (16 UNIT).13-2 , \ i 1 17-3 I SALSBURY REGENCY DECORATIVE CBU- 16 (BRONZE - z • Q) (1 \ / / - - - - P MODEL# 3316R-BRZ-U). CONTRACTOR SHALL PROVIDE mcn co CONCRETE PAD AND INSTALL CBU PER MANUFACTURER'S co • C\ I 14_2 REQUIREMENTS. CONCRETE PAD SHALL BE 4' DEEP BY 6' 18-3 I WIDE AND 5-INCHES THICK CONCRETE WITH 6" THICKNESS I _ OF 2" CRUSHED AGGREGATE BASE COMPACTED TO 95% MAX. DRY DENSITY PER ASTM A698. PROVIDE KEYS TO w10 N . I 15-2 I 19-3 DEVELOPER. CONTRACTOR SHALL VERIFY THE FINAL o I MAILBOX LOCATION WITH DEVELOPER PRIOR TO go co N PLACEMENT OF CONCRETE PAD. za - - - - <_ 2. REMOVE EXISTING TYPE-II BARRICADE. �� \ 20-3 0. 16-2 1 1 3. REMOVE EXISTING TYPE-III BARRICADE. z� oo 0 oa 21-3 IN j4 17-2 I I Z w CBU #1 ° - 1 \ (16 UNIT) 1 w D o6 18-2'" `' \ 22-3 CBU #2 1 \ N \ (16 UNIT) \ B A a4 A w 4 \\\ 19-2 \ 23-3 CBU #3 1 m B _----- 10 - \ \ \ (16 UNIT) - P� ' J \ \ \ CID Zz 20-2 w 3 o \ \� so - --- ---I — t3 \ /\ W.WINNIPEG ST. - / \ \ ® 0 03 \ Z 4 _ / 21-2 - I � Z 22-2 23-2 \ \\\ PIPE FND a r \ \ I� J� L0 W C of \ 3 d01 \ s \`\ O : p O co CO } wW \ ~ W Y o o m ° - - j - 0- I / e Idb - ¢ — O 1/ Q w� w a w o \0 a a o N JOB NUMBER: SIGNAGE + MAILBOX PLAN ad IDB2099 WDATE: 12-18-20 0 60 120 V a SHEET NUMBER: FEET w Z Lm SLm2 w w w m Issue _ o Description Date W. VICTORY R D. ° b ISSUE 12-15-20 a P IP FP — — — — — a3\ d3FLAN7 5CHE1:%LE N07E5 ---------- - - — E E—� -TOE - - F, d3 (REFERENGE SHEET L4) _ o SYM COMMON NAME o - - - - - - - — 0"� _ _o _ — — E — — — — — — — � +� 1. REFER TO SHEET L4 FOR PLANT SCHEDULE, 77' LANDSCAPE NOTES, DETAILS, LANDSCAPE c T— '— EVERGREEN TREES GALGULATIONS AND DEVELOPMENT DATA. N111I�/ \ � E.G. E.G. E.G. ' E.G. E.G. E.G. E.G. — — F` o ++ BS HOOP'S BLUE SPRUCE �� 4F4f \ --------€ ---------- € --J E.G. E.G. E.G.--- - - - = G STOP o�++++� 2. REFER TO SHEET L5 FOR LANDSCAPE � `� C. t�♦f — _ — TOP TOP TOP TOP TOP �� / `6hh �++++ +I SHADE TREES (GLASS III) SPEC I F I GATI ONS. IF — -- - - TOP F TOP _ RO RED OAK 0. r;,, — TOE TOE +e5+ =z6 i5 5 HT BLACK IRON_ -- -- I-DEN� c�C�H�iP � CANAL AREA TO - / + + + r - - - - - - _ + + + + SHADE/STREET TREES (GLASS 11) F. FENCE SEE DTL 6, - TOE - - - F REMAIN NATURAL TOE +++++++++ +I �. � (NP) I LL LITTLE LEAF LINDEN ' z \ SHTL44 (TYP) TpP + + + + + + + + + TOE T o E -�'+ + + + + + I + + + + + + PM FAG I F I G SUNSET MAPLE f TpA "N 655,. TOP +TOE + + + + + + + +TQP+ + + + + + + TOP + + + + + + + +TO+P + + + + + * + + + + f ' � ti� + + + TOP + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ................., + + + + + RB HERITAGE RIVER BIRGH •tom1ti + + TOp + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +LO + + + + + + + + + + + + + + + + + + \ \ + + + + + + + + + + + + + + + + + + + + + + + + + +G + + + + + +E + + + + G E.G. + + + + + + + + + E. + + + + + + ORNAMENTAL TREES (GLASS 1) tt►f� j�� + + + + + + + + + + + + + + + + + + ACCESS E� + + + + �.� + + + + + + + .E GP CAPITAL PEAR �—E.G. �� 0+E E \ 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +i + + ROAD - —+ +'+ + + + + 6-G + + + + + + + + + + + 6-GN1 + + + + -�> + 3-6L + + + + RR ROYAL RAINDROPS CRABAPPLE ,+ + _� �T + + + + + + + + + + + +2+5 + + + + + + + + + + + + + + + + �7_ + + + + + + ' + + + + + + + + + 16+�M+ + + + + + + + + + + +4+M&a + +2+Sk`t+ 4+ + -51 4 + 4-l'tC� + 2 w + �M + y�{ 4� + + + +(NP) + + + LL FN +6+Gj"i+ + + + + + + i„�� 2W++ + + + + + + + AMP + + + + +I-t.1P + + + + 1 AMP + + + + fi-M + + + + + + + '+2-GL + SW ++ �i4i6 ++ +!Sol +I+-�.�P+ ++++++ +++++ ++ + + + + + + + + + + + + + + + ++++++++ +++++++ + + + + + �+ + + + N SHRUBS/ORNAMENTAL 6RASSES/PERENN I ALS +I-aN16 + + + + + + + + + + + + + + + + + + + + + + + + + GM WALKER'S LOW GATM I NT + + + + + + + _ 6F 6OLDFLAME SPIREA I-MP = fl 0 6L 6RO-LOW SUMAC, 9 6-GM / v v v 6' HT SOLID I H IVORY HALO DOGWOOD VINYL FENCE. JENSENBELTS I-BS ® b� I-PM I-PM ,,� KF KARL FOER5TER REED 6RA55 ___ �c I-PM I-P___M_---- SEE DTL 4, I-M6 _- SHT L4 (TYP) M6 MAIDEN GRASS 3-GF �, g / MP MOPS MU60 PINE ASSOCIATES 2-RR d3 x SW 5UMMERWINE NINEBARK I-PM LAWN / CD N 3-6L 5-GM (TYP) �,� / 01 Site Planning I-RR 3-LL / ` -R� / Landscape Architecture l i 2-RO I-RO LAWN EXISTING FENGE (TYP). COMMUNITY w SOD 1509 S. Tyrell Ln. Ste. 130 I706 w Ph.Boi (208 Idaho 3433 PLAYGROUND 71175 6 SOLID VINYL 4 I W/ PICNIC SHE R s � .� .� �. FENCE (TYP). www.jensenbelts.com - 4ri �- - 4P1 PI REDFESCUE 4P1 I � � � � � � SEED MIX SEE DTL 4, SHT L4. - - OW W W W W gW 8W 8W 8W 8W 8W 6' OPEN VISION VINYL SLAT TO UNDER €Soo"_ li _ — — 8W B FENGE AROUND COMMON AREAS -- AND CONNECTION PATHWAYS (TYP). SEE DTL 5, SHT L4. �NNSNSN 8 — — — — S 8S 8S 8S 8S 8S 8S 8 cD x 5' IRON FENG I N6 ALON6 53 M `, `' RIDENBAU6H CANAL INV=265] ' M ]( EASEMENT (TYP). SEE DTL 6, SHT L4. I// VISION - - - - - - - - - ACCESS s CIO (T PP) ROAD (TYP) I m 3-IH Q x I ■ 1 -2 2-2 1 I I_M6 J I I I 1 7-3 6-3 5-3 4-3 3-3 O I I I II I I00 I I I I I 3—Sw � � w I I I 1 I I I I 11-MP L I 3-IH � - - -s s - - 4�_ � Q x - s - 2-KF I-RO U - - - - - - - - 2PI - -- - s s -GM --% - - - S 6' HT SOL I D VINYL I FENGE.4r� PI � Q SEE DTL 4, W II I 3-2 II \ \\ 3-6F i SHT L4 (TYP) EXISTING FENCE 2 , I-PM c GM 4 Q PER TIMBERLINE \ \ \ W ESTATES _ \ \\ 8-3 -- -- -- -- \ x o \ \ \\ \ p 18GI x 4-2 \ \ 6' T OPEN VISION \ O SOD 1 GI D J \ \ LAWN INN=265Z9Y � VINYL SLAT TOP � � - B - - - ---EP----------- -- -rSG�--- - ----- LAWN � W FENI E. SEE DTL 5, \ (TYP) EP E 18 G I 9-3 SHT�L4 (TYP) � O �` P o EP EG \ ---E.G. 2 � �P E EP � p I- R J O Q _ Z � \ \ \ � b� o � N � o - �P - - s '` 3-6F — 5-2 M -- \ \ I-PM' �, O -- 4 3-M6 \ \ \ G \ - _MI — - - - 4P 3-6L LL \ 10 3 1 _ �< \\ \ \ �� \ GONN�GTI ON - 3 SW 3 7-3_ - - - \ \ \ \\ (lYP) AY \ o I O y_MG 6' HT OPEN VISION - - - - KEY MAP \ \ I-MP VINYL SLAT TOP s \ 3_ �, \ �3-IH FENGE. SEE DTL 5, TA)NIN6 WALL \ \ / - - - - - - 6- \ �\ / SHT L4 (TYP) BY OTHERS -----� \ \ \ 38-3 - \ r Job Number 2075 \ 7-2 =� 11 \ 3-G Drawn Checked 4-5W 4- / / H., J J N K C S \ \ 3-IH 4-GM 3- W 3-M6 I- 5 Scale AS SHOWN 12-3 8-2 \ 3-M6 ` \ \ Sheet Title VA LANDSCAPE PLAN 9-2 M N \ 400 '� --- - Sheet Number s NORTH --- 1 0' 30' 60' 90' -� SCALE 1 = 30 - --T- --T- 1 of 5 Sheets Issue Description Date ISSUE 12-I5-20 FLAN7 5CHE�ULE N07E5 (REFERENGE SHEET L4) t�� Of-� fil4 SYM COMMON NAME I. REFER TO SHEET L4 FOR PLANT SGHEDULE, C. rr• EVERGREEN TREES LANDSCAPE NOTES, DETAILS, LANDSCAPE S GALGULATIONS AND DEVELOPMENT DATA. E35 HOOPS BLUE SPRUGE ftb SHADE TREES (GLASS III) 2. REFER TO SHEET L5 FOR LANDSCAPE SJ ` Flo RED OAK SPEC I F I GAT I ONS. bS35 �� v \ \ SHADE/STREET TREES (GLASS 11) �I S1 LL LITTLE LEAF LINDEN PM PAG I F I G SUNSET MAPLE RB HERITAGE RIVER BIRCH -�GN ORNAMENTAL TREES (GLASS U f 13-3 S GP CAPITAL PEAR V A\ S RR ROYAL RAINDROPS GRABAPPLE \ \ \( SHRUBS/ORNAMENTAL 6RA55E5/PERENN I AL5 \ / \ \ JENSENBELTS GM WALKER'S LOW CATMINT \ co \ \ 6F 60LDFLAME SPIREA ASSOCIATES \ \ \ 6L 6RO-LOW SUMAC, ' \ \ I H IVORY HALO DOGWOOD 10-2 \ 14 3 \ \ KF KARL FOER5TER REED GRASS Site Planning \ M6 MAIDEN GRASS \ I Landscape Architecture MP MOPS MU60 PINE \ \\ \ SW SUMMERWINE NINEBARK 1509 S. Tyrell Ln. Ste. 130 \ \ Boise, Idaho 83706 \\ it Ph. (208) 343-7175 00 \ 1 1 —2 \ " 0\ \\ I it LAWN www.jensenbelts.com SOD \ \ 15-3 1 \ \ I W W W W W RED FESCUE SEED MIX S I I q) - s S 12-2 I ( EXISTING FENCE it EXISTING FENCE (TYP). \ PER TIMBERLINE 1 1 6-3 it O \ ESTATES it 6 SOLID VINYL FENGE (TYP).o 65a69 s 1 it SEE DTL 4, SHT L4. Z 6 OPEN VISION VINYL SLAT TO Q 13-2 co 00 1 FENGE AROUND COMMON AREAS AND GONNEGTION PATHWAYS (TYP). ' J 1 7-3 SEE DTL 5, SHT L4. O I 1 I 1 � I_ — — — M 1 1 5' IRON FENGIN6 ALONG RIDENBAU6H CANAL W it 1 — — — — S II EASEMENT (TYP). SEE DTL 6, SHT L4. 14-2 1 I I 1 18-3 V 1 1 I I Q W- - - - I I 1 - I LL1 I 1 19-3 1 O In I I II U 03 20-3 co it 16-2 1 LL 21 -3 00 I 17-2 I KEY MAP MATCHLINE L2 s 1 MATCHLINE !' .N r N Job Number 2075 I ...... Drawn Checked JJN KCS Scale AS SHOWN Sheet Title LANDSCAPE PLAN Sheet Number NORTH �� ---� ,�' L2 0' 30' 60' 90' „ 2 of 5 Sheets 5GALE 1 = 50 Issue Description Date ISSUE 12-I5-20 FLAN7 5CHE�ULE N07E5 (REFERENGE SHEET L4) t�� Of-� fif4 SYM COMMON NAME I. REFER TO SHEET L4 FOR PLANT SGHEDULE, C. rf� EVERGREEN TREES LANDSCAPE NOTES, DETAILS, LANDSCAPE S GALGULATIONS AND DEVELOPMENT DATA. E35 HOOPS BLUE SPRUGE SHADE TREES (GLASS III) 2. REFER TO SHEET L5 FOR LANDSCAPE SJ Flo RED OAK SPEC I F I GAT I ONS. bS35 ��ti SHADE/STREET TREES (GLASS I I) 1 1IN�>>>1 LL LITTLE LEAF LINDEN PM PAG I F I G SUNSET MAPLE RB HERITAGE RIVER BIRCH ORNAMENTAL TREES (GLASS 1) GF ML FEAR A T C H L I N E L 2-- RR ROYAL RAINDROPS GRABAPPLE I� "/ g 2 5—3 —I 2-GP L M A T C H L I N Ez-,L 3`, s SHRUBS/ORNAMENTAL GRASSES/PERENN I ALS -- �� 6' HT OPEN VISION GM WALKER'S LOW CATMINT _ VINYL SLAT TOP `- — JENSENBELTS \ 2 —3 �� OF GOLDFLAME SPIREA ASSOCIATES INV 659. S , � ` FENGE. SEE DTL 5 6L 6RO-LOW SUMAC V \ 3-IH `\SHT L4 (TYP) IH IVORY HALO DOGWOOD ° I-MP KF KARL FOERSTER REED GRASS Site Planning 6' HT OPEN VISION \ �- F 2-MG m Fq VINYL SLAT TOPA-- y,� _ _ _ - M6 MAIDEN 6RA55 Landscape Architecture 10k2 4-3 Q L_ MP MOPS MUGO PINE FENCE. SEE DTL , \ $ M B -- -- '' S SW SUMMERWI NE NI NEBARK q \ SHT L4 (TYP) G - ` 3-IH VISION 1509 S. Tyrell Ln. Ste. 130 \ I P 5-MG 3-1 f TRIANGLE �I Boise, Idaho 83706 �q \ 19-2 / \ 23-3 % _ 2-dF v (� (NP)49-3 Ph. (208) 343-7175 \ LAWN www.jensenbelts.com \ 4 � L V � LAWN 4P� _JOCELYN PARK PHASE 2 SOD 4P1 A RED FESCUE 20 _ W W SEED MIX NV=2fi66. \ W ` 8W 8W W 8W W W W W. W IPEG ST. s\ - - - - - - - - - - dz \ \ �W I-LL EXISTING FENGE (TYP). \ EXISTING FENGE � A 6' PER TIMBERLINE/ M _ v i NV=26 6.64' -° — SOLID VINYL S ESTATES - FENGE (TYP). S 21 —2 / — — — - © SEE DTL 4, SHT L4. / I Z \ — — — — — — 6' OPEN VISION VINYL SLAT TO Q \ / I-RO �S L N ` I-RO FENGE AROUND COMMON AREAS \ i AND GONNEGTION PATHWAYS (TYP). ' J i SEE DTL 5, SHT L4. O + VAULT CANNOT FI / \\�s. AUET \ I \ 22-2 PIPE END x 5' IRON FENGIN6 ALONG o� \ 23-2 RIDENBAU6H CANAL W \\ ' HT OPEN VISION / �� v �� EASEMENT (TYP). F VI Y�L SLAT TOP � �� W W W \\ �C �� SEE DTL 6, SHT L4. \ FENGE SEE DTL 5, / � Up � \ SHT L4�T1'P) 01.y eq to \ W 9�o W W \\ W W X Z N1265 v2' W W W W W `Y * 1,`Y W W p W W W W Y Y Y W W W W W O W \ W W W Y W Y Y W W W Y Y W \W W Y Y Y W V. WY YL Y CIO W \ W W Y REED f UFv \W W W W -SEED MIX W w . w w w .v 2-RB \� (-fy 24-2 W W W W W W W W W W W W W 'k 'k + RED FESCUE \�\ J W W W W W W W W SEED MIX W\ w Y W W Y Y W W Y W (TYP) W W 110 v� J Y Y W Y Y Y W EXISTING v . . . . . . . . . . . POND O Q \ + �Y �Y �Y �Y W Y W �Y r r W W W\ W W W CA OT FIND OTHER EN PIP END TO HE AST U. W W W W Wi W W W 6' HT OPEN VISION I-RB \ VINYL SLAT TOP W W I-RI3 FENGE. SEE DTL 5, KEY MAP W W SHT L4 (TYP) W Y Y Y Y TOP Y W Y Y L Y Y Y Y L Y Y Y L L Y Y W Y L Job Number 2075 Drawn Checked JJN KCS Scale AS SHOWN Sheet Title LANDSCAPE PLAN �... ,- Sheet Number NORTH �� ---� ,�' L 3 0' 30' 60' 90' SCALE 1 = 30 -� --T-\�--T— 3 of 5 Sheets Issue Description Date 155UE 12-15-20 POST GAP IY2" x5YYRAIL -/8" x 6" VINYL PICKET PANELS TURF 8" Fil MULCH — �,rrOF'' �r# PER SPEC FL�ANT JBCH �UL �� - C. _E SYM COMMON NAME BOTANIGAL NAME SIZE � � S� 4�11 __ _ EVERGREEN 'TREES BS HOOPS BLUE SPRUGE PIGEA PUNGENS 'HOOPSII' 6-8' HT BBB IIIIIIIIIIIIII�I-III-III-I�1- •�r' � .�. =III III=� x 5" x 5" SO POST SHADE TREES (GLASS 111) -III=11I- GUT EDGE TOP SOIL RO RED OAK OUERCUS RUBRA 2 GAL BBB ## FINISH ill 1111111 GRADE = SHADE/STREET TREES (GLASS II) LL LITTLE LEAF LINDEN TILIA GORDATA 2" GAL BaB PM PAG I F I G SUNSET MAPLE AGER TRUNGATUM x A. PLATANOI DES 'WARRENRED' 2" GAL B a B RB HERITAGE RIVER BIRGH BETULA NIGRA 'GULLY' 6-8' HT MULTI-STEM FOOTING PER MF6 ORNAMENTAL TREES (GLASS 1) REGOMMENDATIONS GP CAPITAL PEAR PYRUS GALLERYANA 'CAPITAL' 2" GAL BBB PLANTER GUT BED EDGE RR ROYAL RAINDROPS GRABAPPLE MALUS 'LFS-KW5' 2" GAL BBB NOT TO 5GALE NOTES: SHRUBS/ORNAMENTAL GRASSES/PERENNIALS JENSENBELTS GM WALKER'S LOW CATMINT NEPETA x FAASSENII 'WALKER'S LOW' I GAL ASSOCIATES I. FENCING TO MATCH COLOR AND STYLE OF SUBDIVISION'S EXISTING PHASES. 6F GOLDFLAME SPIREA SPIRAEA x BUMALDA 'GOLDFLAME' 3 GAL CONTRACTOR TO VERIFY STYLE TO MATCH. 6L 6R0-LOW SUMAC RHUS AROMATIGA 'GRO-LOW' 3 GAL 2. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. IH IVORY HALO DOGWOOD GORNUS ALBA 'BAILHALO' 5 GAL Site Planning 3. 12" WIDE ROGK MULGH MOW STRIP TO BE INSTALLED AT BASE OF FENGE ON KF KARL FOERSTER REED GRASS GALAMA6ROSTIS ARUNDINAGEA 'K.F.' I GAL Landscape Architecture COMMON LOT SIDE WHEN ADJACENT TO LAWN. M6 MAIDEN GRASS M I SGANTHUS S I NENS I S 'CRAG I LL I MUS' I GAL MP MOPS MUGO PINE PINUS MUC20 'MOPS' 5 6AL 1509 S. Tyrell Ln. Ste. 130 SW SUMMERWINE NINEBARK PHYSOGARPUS OPULIFOLIUS 'SEWARD' 5 6AL Boise, Idaho 83706 L� VINYL PR I VAGY FENGE Ph. (208) 343-7175 NOT TO 5GALE www.jensenbelts.com LAWN EXISTING FENGE (TYP). 3" OF MULGH AS SPEGIFIED. SOD BRUSH AWAY FROM STEM. 6 5OL I D VINYL W W W RED FESGUE FENGE (TYP). W W W SEE DTL 4, THIS SHT. POST 6' O.G. y SEED MIX W/ GAP 1 3/4" x 3Y2" W W W III=III — — TURN BACK BURLAP, TOP I/3 OF BALL. TOP RAIL 6' OPEN VISION VINYL SLAT TO =III= -I I = KEEP GROUND LINE SAME AS NURSERY. FENGE AROUND COMMON AREAS OPEN VERTIGAL AND GONNEGTION PATHWAYS (TYP). FERTILIZER TABS AS SPEGIFIED SLAT TOP SEE DTL 5, THIS SHT =III I=III= III-1 - (80% OPEN VISION) PLANTI N6 SOIL AS PER SPECS. PER MERIDIAN CITY 5' IRON FENGIN6 ALONG UDG II-3A--IA.-I X_< RIDENBAU6H CANAL EASEMENT (TYP). Z V:2" x 5Y2" SEE DTL 6, THIS SHT T NOTE: 016 HOLE TWIGE THE SIZE OF ROOTBALL. _ BOTTOM (Z CENTER RAIL j ■ PANELS O 0. W 2 SHRUB PLANTIN6 X NOTES NOT TO 5GALE _ < Q I. ALL PLANTING AREAS SHALL BE INSTALLED BE IN AGGORDANGE WITH CITY OF MERIDIAN CODE. REFER TO SHEET Q FOOTING PER MF6 L5 - SPEC, SEGTION 52 a0 00 - LANDSGAPE SPEGIFIGATIONS. — REGOMMENDATIONS 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. REFER TO SHEET Q L5 - SPEC, SEGTION 52 84 00 - IRRIGATION PERFORMANGE SPEGIFIGATIONS. Ld NOTES: 1. FENGE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 5. LOCATE AND PROTECT ALL UTILITIES DURING GONSTRUGTION. z co a - 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-GLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUGTURES, OR j O FAGILITIES. SEEPAGE BEDS MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING THE GONSTRUGTION AND INSTALLATION OF THE LANDSGAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJACENT TO OPEN VISION VINYL SLAT TOP FENGE SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXGEED 15" IN DIAMETER. NO LAWN SOD TO BE PLACED OVER DRAINAGE SWALE SAND WINDOWS. NOT TO SCALE 5. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSEGTION5. NO CONIFEROUS TREES OR SHRUBS J 8' x 2" x 2" GEDAR STAKE, 2 PER TREE. OVER 5' HIGH AT MATURITY WILL BE LOCATED WITHIN SIGHT TRIANGLE OR AGHD ROW. AS TREES MATURE, THE SET STAKES PARALLEL TO PREVAILING OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE GANOPIES TO MEET AGHD REG2UIREMENTS FOR MAINTAINING WIND. SEGURE WITH RUBBER GINGH TIES. GLEAR VISIBILITY WITHIN 40' STREET VISION TRIANGLE. V DO NOT PENETRATE ROOTBALL. � SEE NOTE 3. 6. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSECTION STOP SIGNS. O 2" x 2" SO POST 6' O.G. I11 x Val, 7. LANDSCAPE AND TREES IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE COMPLETED DURING ROOT GROWN TO BE 1-2 HORIZONTAL RAIL GON5TRUGTION ON THESE LOTS. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE DRIVEWAYS AND UTILITIES. z 4I' B ABOVE FINISH GRADE. (.080 WALL MIN.) TRUNK FLARE MUST BE VISIBLE 4" 5/8" x 5/8" PICKETS 5' R PICKET SPAGING TREES SHALL NOT BE PLANTED WITHIN OF WATER METERS O UNDERGROUND UTILITY LINES. U.IN PLANTING BEDS: (.050 WALL) 8. PLANT LIST 15 SUBJEGT TO SUBSTITUTIONS OF SIMILAR SPEGIES DUE TO PLANT MATERIAL AVAILABILITY. BURLAP 5-0" MIN MULCH AS SPEGIFIED. AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUGH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BRUSH AWAY FROM TRUNK. BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. FERTILIZER TABS AS SPEGIFIED cl. THERE ARE NO EXISTING TREES ON SITE. NO MITIGATION 15 REQUIRED. -221 = I SNIP BASKET in TURN BACK BURLAP 1/3. x 2'-0 Mt I=III=III=III= BAGKF I LL W/ TOP501 L MIX III-III-I�I-I�I , III- _ A5 5PEG'D � TAMP LOOSELY ., , ;,,III; IN 4"-6" LIFTS Job Number 2075 2 x BALL DIA. LANI;�5CAFE CALCeJLAT � ON5 0°0 °0° 0°0 °0° °°° °°° °°O °°° °°O °°° °°° °°° °°° °°° - °°° °°° REQUIRED PROPOSED °°° °°° °°° °°° LOCATION Drawn Checked NOTES: 000 000 N 000 000 TREES: TREES: J J N K C S I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. 0°0 °0° 0°0 °0° 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/3 OF ALL ROOT BALLS AFTER 000 °000 000 °000 CONCRETE COMMON AREA TREES 155,200 SF/8000= 17 35 Scale AS SHOWN PLANTING. IF SYNTHETI G WRAP/BURLAP 15 USED, IT MUST BE COMPLETELY REMOVED. FOOTING 3. STAKING OF TREES TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE GONTRAGTOR IS 1211 TOTAL TREES = 17 33 Sheet Title RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAI6HT AND REMAIN STRA I6HT FOR A MIN OF I YEAR. ALL STAK I N6 SHALL BE REMOVED AT THE END OF LANDSCAPE THE I YEAR WARRANTY PERIOD. NOTES: 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. I. IRON FENGE STYLE MAY VARY 5L16HTLY. ALL GALVANIZED NO EXISTING TREES TO BE REMOVED. NO MITIGATION REQUIRED. POWDERGOATED BLACK. DETAILS � TREE FLANT I NCB/STAK I NCB � IRON FENGE NOT TO SCALE NOT TO SCALE Sheet Number L 4 4 of 5 Sheets SECTION 32 90 00- LANDSCAPE WORK C. Soil Testing 3.6 PLANTING TREES AND SHRUBS SECTION 32 84 00- IRRIGATION (PERFORMANCE) Issue 1. Soil tests are required for this project(see above for requirements). Test shall be provided as A. Set balled and burlapped (B&B)stock on layer of compacted planting soil mixture, plumb and in Description Date PART 1 - GENERAL follows: center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. PART 1 -GENERAL E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. a. Provide certified analysis at time of sample submitted (three samples imported topsoil). Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around g p ISSUE 12-18-20 1.1 RELATED DOCUMENTS Amend soils per chemist's recommendations and as herein specified unless otherwise base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. 1.1 CONDITIONS AND REQUIREMENTS: G. Flushing Valve: Netafim Model TLFV- two per zone (each end). A. Drawings and general provisions of Contract, including General and Supplementary approved by Architect. Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation is A. General and Supplementary Conditions, and Division 1 General Requirements. G. Filter: Netafim Model DF075-120, 3/4""filter; one per drip zone. Conditions and Division 1 Specification Sections. 2. Test shall include, but not limited to recommendations on chemical distributions, organic approximately 2/3 full, water roughly before placing remainder of backfill. Repeat watering until no H. Air Relief Valve: Netafim Model TLAVRV, contents, pH factors, and sieve analysis as necessary. Test#1T by Western Laboratories more is absorbed. Water again after placing final layer of backfill. Remove all ties from around base 1.2 SUMMARY 2.5 MISCELLANEOUS 1.2 SUMMARY (1-800-658-3858) is required. of trunk. A. Work included: A. Chemicals: primer and solvent glue as required by pipe manufacturer. A. This Section includes provisions for the following items: 3. Contractor is responsible for whatever soil additives are recommended by the soil testing B. Set container grown stock, as specified,for balled burlapped stock, except cut cans on 2 sides with 1. Provide and install a complete and operating automatic irrigation system for B. Valve box-high impact plastic, green in color. 1. Trees. laboratory. an approved can cutter and remove can; remove bottoms of wooden boxes after partial backfilling so all lawn and planting areas. C. Valve cover and frame-compatible with valve box with provision for locking. 2. Shrubs; Ground cover. 4. Contractor shall coordinate, obtain and pay for all soil tests. as not to damage root balls. 2. Connect to main water supply at existing site stubout as provided. D. Drainage backfill-clean gravel or crushed stone, graded from 3" maximum to 3. Lawns. 5. If regenerative noxious weeds are present in the soil, remove all resultant growth including roots C. Trees planted in turf area: Remove turf 3'dia around tree trunk. Dish top of backfill to allow for 3. Sleeving under paved areas (by others) 3/4" minimum. 4. Topsoil and Soil Amendments. throughout one-year period after acceptance of work, at no cost to Owner. mulching. 4. Obtain and pay for all permits and fees for the work of this section. 011111114f, 5. Miscellaneous Landscape Elements. D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into top 5. Perform work on a design/construct basis, subject to the requirements of / PART 3- EXECUTION 6. Initial maintenance of landscape materials. 2.2 pH ADJUSTERS of backfill and finish level with adjacent finish grades. the Contract Documents, applicable codes, and good design practice. ,C 11rz. B. Related Sections: The following sections contain requirements. A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be used 1. Provide 3 inches thickness of mulch. 6. Winterization of system.� �' �. E - rat 3.1 GENERAL � 1. Underground sprinkler system is specified in Section 32 84 00- Irrigation to adjust soil pH. E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an op adequate film over trunks, branches, stems, twigs and foliage. 1.3 SUBMITTALS A. Install system to provide for adequate protection against freeze damage. k 1.3 QUALITY ASSURANCE 2.3 SOIL AMENDMENTS F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: B. Install system in accordance with approved Contractor design drawings. All deviations from the plans must be approved, and clearly recorded on record drawing. � . i, ,.z A. Subcontract landscape work to a single firm specializing in landscape work. A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery (208)375-5262 and NuSoil trees to retain required height and spread. Unless otherwise directed by Architect, do not cut tree 1. Manufacturer's printed product information and catalog cut sheets for all ll i � C. Install system and components in strict accordance with manufacturer's ti B. Source Quality Control: Compost(208)629-6912 or approved equal in equal amounts by volume. leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to system components; five copies. ►cf r recommendations. 1. General: Ship landscape materials with certificates of inspection required by governing B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be retain natural character. B. Shop Drawings: Submit shop drawings for underground irrigation system including fi v �ti~� at approximately equal spacing Install quick coupler(s)on main supply line, , � authorities. Comply with regulations applicable to landscape materials. free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as to weight, G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. plan layout and details illustrating location and type of head, type and size D. ft/ 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof manufacturer, and content. Protect materials from deterioration during delivery and while stored at H. Guy and stake trees immediately after planting, as indicated. of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. valve box locations or intervals of approximately 200 feet, whichever is greater. lf� C�11�� of non-availabilityto Architect, with proposal for use of equivalent material. site. I. Apply approved herbicide to all shrub bed areas at manufactures specified rate. Re-apply as necessary C. Record Drawings: At completion of this work, submit to the Contractor: Locate adjacent to paved surfaces, at valve boxes where practical. 1111 p p q pp Y PP p pp Y rY 9 P 3. Analysis and Standards: Package standard products with manufacturer's certified 1. Commercial fertilizer"A"for trees and shrubs during planting; slow release Agriform Planting for elimination of weeds. 1. Record Drawings; reproducible and five prints. 3.2 SURFACE CONDITIONS analysis. For other materials, provide analysis by recognized laboratory made in 5-gram tablets 20-10-5 type or equal. 2. Operations and Maintenance information (2 copies), including: A. Examine the areas and conditions under which work will be performed. Notify accordance with methods established by the Association of Official Agriculture Chemists, 2. Commercial fertilizer"B"for lawn areas, applied to bed prior to seeding or sodding, to be 3.7 SODDING NEW LAWNS a. Information including descriptive details, parts list, specifications, p y Contractor of conditions detrimental to timely and proper completion of Section wherever applicable. 16-16-17 applied at the rate of ten pounds per acre. A. General: Install lawn sod in all areas designated on the drawings. maintenance schedules and procedures for system components. work. 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, 3. Commercial fertilizer"C"for lawn areas three to four weeks after planting (sod)or after first B. Soil Preparation b. Operation, adjustment of system and components instructions. not proceed until unsatisfactory conditions are corrected. size, genus, species, and variety shown and scheduled for work complying with mowing (seed). Organic Fertilizer Milorganite (6-0-2)type or equal. 1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a c. Winterization procedures. B. Locatee all underground utilities and structures and notify Architect of any recommendations and requirements of ANSI Z60.1 "American Standard for Nurser C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or depth of eight 8 inches b approved means, then finish graded as hereinbefore described. d. Schedule indicating required open valve time to produce given precipitation conflict with Section work. Protect structures and utilities. Repair or q Y 9 p Pp p 9 P g ( ) Y pp 9 g q p p g p p replace said structures or utilities damaged by this work at no cost to the Owner. Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with pre-approved equal. Use in accordance with manufacturer's recommendation on all planting beds. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. amounts and seasonal adjustments. good horticultural practice and free of disease, insects, eggs, larvae, and defects such as D. Sod Placement e. Warranties and guarantees. 3.3 SLEEVING knots, sun-scald, injuries, abrasions, or disfigurement. 2.4 PLANT MATERIALS 1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod beds. Sod f. Submit five copies. A. Sleeving installed by others. Coordinate with other trades. JENSENBELTS 5. Label at least one tree and one shrub of each variety with attached waterproof tag with A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for layers shall be experienced, or if inexperienced, shall be constantly supervised by an ASSOCIATES legible designation of botanical and common name. landscape work and complying with recommendations and requirements of ANSI Z60.1 "American experienced foreman. The Contractor shall insure that the base immediately ahead of sod layer 1.4 GUARANTEE 3.4 TRENCHING AND BACKFILLING a. Where formal arrangements or consecutive order of trees or shrubs are shown, select Standard for Nursery Stock". is moist. Sod shall be laid tight with not gaps. Allowance shall be made for shrinkage. Lay sod A. Guarantee in writing all materials, equipment and workmanship furnished to be A. Trenchingand backfillin shall be per applicable ISPWC Section. stock for uniform height and spread. B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching with long edges perpendicular to primary slope. free of all defects of workmanship and materials. Within one year after date of g p B. Cut trenches straight and without abrupt grade changes to allow the following Site Planning 6. Inspection: The Architect may inspect trees and shrubs either at place of growth or at site configuration recommended by ANSI Z60.1 for type and species required. Single stem trees except 2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. Substantial Completion repair or replace all defective parts or workmanship that minimum cover: Landscape Architecture before planting,for compliance with requirements for genus, species, variety, size, and where special forms are shown or listed. Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to subgrade may be found at no additional cost to Owner. p quality. Architect retains right to further inspect trees and shrubs for size and condition of C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number of or sod. Tam or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks B. Fill and repair all depressions and replace all necessary lawn and planting which 1. Main Lines and Sleeving: 18 inches. q Y' 9 p 9 p g Y g p p p ry p g 2. PVC Laterals: 12 inches. 1509 S. Tyrell Ln. Ste. 130 balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or canes required by ANSI Z60.1 for type and height of shrub. between pieces; remove excess to avoid smothering of adjacent grass. result from the settlement of irrigation trenches for one year after date of 06 defective material at any time during progress of work. Remove rejected trees or shrubs D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. Dimensions 3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper Substantial Completion. C. Surround lines with 2 inches of clean rock-free material on all sides. Boise, Idaho 7 immediately from project site. indicate minimum spread for spreading and semi-spreading type evergreens and height for other contact between soil and sod. Final rolling must provide a uniform surface. After final rolling, the C. Supply all manufacturer's printed guarantees. Ph. (208) 343-7175 types, such as lobe, dwarf, cone, pyramidal, broad upright, and columnar. Provide normal qualitysod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, A. MISCELLANEOUS VALVES Yp g pY pp A. Install manual drain valves up stream. Install devise at mainline tap in accordance www.jensenbelts.com 1.4 SUBMITTALS evergreens with well balanced form complying with requirements for other size relationships to the healthy and vigorous growth with no dry or dead spots. 1.5 QUALITY ASSURANCE with manufacturer requirements for complete operation. Install backflow provision A. General: Submit the following in accordance with Conditions of Contract and Division 1 primary dimension shown. 4. Add fertilizer"B"at the manufacturer's recommended application rate. A. Contractor shall be licensed in the State in which this work is being performed. q p p Specification Sections. E. Water sod thoroughly with a fines spray immediate) after planting. B. Contractor shall have at least two ears prior experience in projects of equal and connect to controller. p 9 Y P Y Y P 9� Y p p p J q B. Plant and Material Certifications: 2.5 GRASS MATERIALS F. Sodded Lawn Establishment or larger scope. Provide minimum of three references and list of similar 3.6 CIRCUIT VALVES 1. Certificates of inspection as required by governmental authorities. A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds and 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of sod projects with owners' names, addresses, and phone numbers, when requested by A. Install in valve box arranged for easy adjustment and removal. 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. undesirable native grasses. Provide only sod capable of growth and development when planted lawn areas until Final Acceptance of the project. Owner. t y 3. Label data substantiatingthat plants, trees, shrubs and planting materials comply viable, not dormant). 2. Mowing shall be done b an approved "reel"type mower. Mower blades shall be set at two 2 C. Contractor shall employ on site at all times a foreman who is thoroughly 1. Provide union on downstream side. P P 9 P Y ( ) 0 9 Y pp Yp ( ) p Y g y 2.Adjust automatic control valves to provide flow rate of rated operating specified requirements. 1. Provide sod of uniform pad sizes with maximum 5/o deviation in either length or width. Broken inches high for all mowings. experienced and competent in all phases of the work of this Section. 4. Seed vendor's certified statement for each grass seed mixture required, stating botanical pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per the pressure required for each sprinkler circuit. and common name, percentages by weight, and percentages of purity, germination, and own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. Manufacturer's recommended application rate. Verify all methods of application. Contractor 1.6 SYSTEM DESCRIPTION 3.7 PIPE INSTALLATION weed seed for each grass seed species. B. Provide sod composed of: Rhizomatous Tall Fescue (RTF)from the The Turf shall notify the Architect in writing that the fertilizer applications have occurred and on what dates. A. Design requirements: o o A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust C. Mulch: Submit 1 gal bag of mulch sample for approval. Company, Meridian, ID (208)888-3760 or approved equal. 1. Minimum water coverage: Planting areas-85/o, Lawn areas- 100/o blocks to be used at points of intersection and change of direction in main line C. Red Fescue Seed Mix 3.8 SEEDING 2. Layout system to obtain optimum coverage using manufacturer's standard pipe as per manufacturer's recommended specifications. Install manual drains. 1.5 DELIVERY, STORAGE AND HANDLING Festuca rubra Creeping Red Fescue 8.Olbs/acre A. General heads. Spray on walks, walls or paved areas is not acceptable. B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, A. Seed shall be delivered to site in unopened container, with seed and inert material content Festuce ovina 'Covar' Covar Sheep Fescue 8.Olbs/acre 1. Seeding for irrigated areas shall be accomplished in the spring (after March 15)or fall (before 3. Zoning shall be designed for optimum use of available pressure and efficient p p p p p q clear) marked on outside of container. Container shall be stored on site for tall Festuca longifolia Hard Fescue 8.Olbs/acre October 1 of the year and/or when weather conditions are favorable for proper working of the distribution for es of plantings and shapes of planting areas. wipe from surface all saw chips, dust, dirt, moisture and any foreign matter Y Y' ) y p p g types p g p p g which may contaminate the cemented joint. Apply cleaner/primer and solvent B. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod Total 24.Olbs/acre soil and seed germination. 4. Design pressures: Install pressure regulating equipment as necessary. cement, make joints in accordance with manufacturer's recommendations. Use against drying and breaking of rolled strips. 2. Seed shall be spread by approved mechanical (hopper or culti packer)or hydroseed methods 5. Provide/install approved fixed tee or coupling device for air blow winterization. T C. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery 2.6 MISCELLANEOUS LANDSCAPE MATERIALS only. Location shall be on main supply line downstream from main shut off valve. C.ConTeflon thread sealant(tape)at all threaded joints. unless otherwise approved b Architect. Do not bend or bind-tie trees or shrubs in such A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard 3. Seeding shall be done only after topsoil mix placement, finish grading, adjacent construction and 6. Install approved backflow prevention device in conformance with local or note exceed shall size pipe according to schedule provided. Flow velocities shall pp Y Yp g g g p p g y p p g g' t pp p not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed ■ J manner as to damage bark, break branches, or destroy natural shape. Provide protective excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and mix plantings have been completed and approved by Architect. prevailing codes, and in approved site location. Provide for drainage per zone to balance the pressure loss and provide minimum fluctuation in stem covering during delivery. Do not drop balled and burlapped stock during delivery. in accordance with manufacturer's instructions. without erosive damage. p p p Y O 0. D. Deliver trees and shrubs after preparations for planting have been completed and plant B. Mulch: Mulch for planting beds shall be medium round bark mulch, free of splinters, consistent in B. Soil Preparation: An seeded lawn area that has become compacted prior to seeding must be operating pressures. p p p g p p p g g p p Y p p g Pipe Size Pipe Section Pipe Size Pipe Section immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in appearance, and shall contain no toxic substance detrimental to plant life. scarified to a depth of eight(8) inches by approved means, then finish graded as hereinbefore 1.7 EXTRA EQUIPMENT shade, protect from weather and mechanical damage, and keep roots moist by covering with C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or described. A. In addition to installed system, furnish owner with the following: 3/4" 10- GPM 1 12" 26-50 GPM z W mulch, burlapor other acceptable means of retainingmoisture. redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, C.Seedin Mechanical Method 1. Valve operating key and marker key. 1" 10-17 GPM 2" 35-50 GPM p g Y g p g y 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM E. Do not remove container-grown stock from containers until planting time. pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. Provide not less 1. Apply fertilizer at the manufacturer's recommended application rate. Thoroughly mix six(6) 2. Wrench for each sprinkler head cover type. 0. F. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, inches deep, taking care not to incorporate subsoil into topsoil mix. After mixing is complete, 3. Two (2)sprinkler head bodies of each size and type. D. Techline DripLine: Place in shallow furrow at 1%2" below finish topsoil grade, below layer to rootballs during deliver, storage and handling. and size to protect tree trunks from damage by wires. remove any debris or rocks over one (1) inch in size. Rake to true grade and roll for firmness. If 4. Two (2) nozzles for each size and type used. p g soil is dry, lightly sprinkle prior to rolling. Grades after rolling to be approved by Architect prior to B. Store above items safely until Substantial Completion. of specified mulch. Lay r uniform grid pattern in grou burlapped tree around areas (rows 18"-24"l 0 o 1.6 JOB CONDITIONS seeding. C. Deliver above items at Substantial Completion. apart max). Coil 20 linear feet at each balled and burlapped tree around base and to allow A. Utilities: Determine location of underground utilities and work in a manner which will avoid PART 3- EXECUTION 2. Seed Application Rate: See "Products". for tree removal if required. Staple drip line every f c max. Flush all lines with full head possible damage. Hand excavate, as required. Maintain grade stakes until removal is 3. Seed Application Method PART 2- PRODUCTS of water prior to installation of flush valves at end of circuit runs. < Q mutual) agreed upon b parties concerned. 3.1 PREPARATION -GENERAL a. Using a hopper type seeder, seeding shall be done on a still day, with one-half 2 of the E. Flush Valves: Install flush valve at end of each drip line run. \� . I ; Y 9 P Y p 9 pp Yp g Y� ( ) � W B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, A. General Contractor shall be responsible for excavating planting areas to appropriate depths for seed to reach area being sown in a direction at right angles to the other half. After 2.1 PIPE AND FITTINGS 3.8 SPRINKLER HEADS adverse drainage conditions, or obstructions, notify Architect before planting. placement of topsoil as specified herein. seeding, the surface shall be lightly raked parallel to the contours such that half or more of A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, 0) C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or B. La out individual tree and shrub locations and areas for multiple plantings. Stake locations and the seed is lightly covered b soil, then rolled once with a roller weighing not less than one schedule rating, size, type. Solvent-weld type: A. Flush circuit lines with full head of water prior to head installation. � p p � p y p p g g Y Y g g g' Yp Yp 1. Install heads at level with mulch recondition to prior conditions at project completion. outline areas and secure Architect's acceptance before start of planting work. Make minor hundred (1 00) pounds per lineal foot, and finally watered with a fine spray. 1. Pipe: 2. Locate part-circle shrubbery heads to maintain a minimum distance of six J O adjustments as may be required. b. A culti-packer or approved similar equipment may be used to drill, cover, and firm the a. Pressure lines: Schedule 40 solvent weld. inches (6")from walls and four inches (4")from other boundaries unless M M 1.7 SEQUENCING AND SCHEDULING seed bed in one operation. b. Lateral lines: Class 200 pvc. otherwise indicated. Keep overspray to a minimum. W A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site 3.2 PREPARATION OF PLANTING SOIL 4. After seeding, raking and rolling, lawn areas shall be covered with a one (1) inch loose layer of c. Sleeving: Class 200 pvc. >=become available, working within seasonal limitations for each kind of landscape work A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous clean wheat or oat straw. Straw shall be kept moist until the lawn is established. Remove loose 2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where 3.9 CONTROL WIRE INSTALLATION required. materials harmful or toxic to plant growth. straw from site. required at valves, risers, etc. A. Bury wires beside or below main line pipe in same trench. 1. Plant or install all plant materials during normal planting seasons from 15 March to B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if planting D. Seeding - Hydroseed Method 3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic B. Bundle multiple wires together with tape ten feet(1 0') maximum intervals. 15 November. will not follow placing of planting soil in a few days. 1. No hydroseeding after a rain or when the wind exceeds five (5) miles per hour. "polypipe" riser. p g p ( ) J 2. Correlate plantingwith specified maintenance periods to provide maintenance from Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. 2. Use onlywhere slopes exceed 5:1. 4. Solvent: NSF approved solvent for Type I & II PVC. C. Provide 36 inch loop in wires at each valve where controls are connected and p p p p p p pp Yp at 100' maximum intervals between. 0. date of substantial completion. Shrub Areas: 1/3 compost, 2/3 topsoil. 3. Spray the mixture of water, seed, mulch and commercial fertilizer evenly over the planting area. B. Polyethylene Pipe D. Make all electrical joints (splices) in boxes only. Make electrical joints B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior Fertilizer: Per soil test and manufacture's recommendations. E. Seeding Areas Establishment 1. Pipe: Class 100, 3/4" lateral line,for use on drip irrigation zone(s)where roof. Scotch-Lock connectors, or to planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil and 1. The Contractor shall be responsible for the first mowing and subsequent mowings, watering and drip tubing is not otherwise used. waterproof. approved. 0 J occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting mix thoroughly before planting. fertilizing of seeded areas until Final Acceptance of the project. Subsequent mowings shall be 2. Fittings: Schedule 80 PVC. 3.10 AUTOMATIC CONTROLLER from planting operations. the Owner's responsibility. 3. Clamps: Stainless Steel. A. Install on site as approved. Verify location with Owner Representative. O Q 3.3 PREPARATION FOR PLANTING LAWNS 2. First mowing shall be done when lawn areas are well established; when germination approaches C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18" spacing. B. Install typewritten legend inside controller door. 1.8 SPECIAL PROJECT WARRANTY A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to a ninety percent and height exceeds two and one-half(2 1/2)inches as approved by the Architect. A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. Set mower height at two (2) inches high for first and subsequent mowings. 2.2 SPRINKLER HEADS 3.11 TESTING U. B. Warranty trees and shrubs, for a period of one year after date of substantial completion, Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be 3. Fertilizing shall occur after the first mowing. Apply fertilizer as per the manufacturer's A. Description:Appropriate for application in throw, pressure and discharge. Each against defects including death and unsatisfactory growth, except for defects resulting from planted promptly after preparation. recommended application rate. type of head shall be of a single manufacturer. A. Do not allow or cause any work of this Section to be covered up or enclosed g g Y g p g p p p Y p p pp Yp g until it has been inspected and tested. neglect by Owner, abuse or damage by others, or unusual phenomena or incidents beyond 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, 4. Seed beds must achieve ninety(90) percent germination and be uniform in appearance, free of 1. Lawn heads: pop-up type. B. Pressure testing: Landscape Installer's control. grades, and elevations shown, after light rolling, addition of amendments, and natural weeds and/or other undesirable plant species as approved by the Architect. B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. g C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during settlement. Place approximately 1/2 of total amount of topsoil required. Work into to of 5. Check for barren areas in seed bed approximately twenty-one 21 days after seeding and 1. Make necessary provision for thoroughly bleeding the line of air and debris. P P Y g pp Y p q P pp Y Y ( ) Y 9 2. Before testing, cap all risers, and install all valves. warranty period. Make replacements during growth season following end of warranty period. loosened subgrade to create a transition layer and then place remainder of planting soil.Add overseed as originally specified at the time or at such time as weather and season permit for 2.3 AUTOMATIC CONTROL SYSTEM 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply Replace trees and shrubs which are in doubtful condition at end of warranty period; unless, specified soil amendments as required and mix thoroughly into upper 4 inches of topsoil. seed germination or as approved by the Architect. The Architect shall determine and approve A. General; Furnish low voltage system manufactured expressly for control of pp Y e pP Y in opinion of Architect, it is advisable to extend warrant period for a full growing season. the necessity and extent of overseedin in order to achieve the ninety 90 percent germination automatic circuit valves of underground irrigation systems. Provide unit of and test for leakage. Test shall be approved if no greater than 5 psi loss p y g g y g Y( ) p g g g y occurs in 15 minutes. 3.4 PREPARATION FOR SEEDING uniformity throughout the seed bed areas necessary for Final Acceptance. capacity to suit number of circuits as indicated. 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. PART 2 - PRODUCTS A. Loosen subgrade of areas stripped of topsoil to a minimum depth of 4 inches. Remove stones 6. Seeded areas shall be established as specified above at time of substantial completion. B. Control Enclosure: Manufacturer's standard wall mount with locking cover, Inspect for leakage. measuring over 1-1/2 inches in any dimension. Remove sticks, roots, rubbish, and other complying with NFPA 70. 5. Contractor shall provide all required testing equipment and personnel. Test 2.1 TOPSOIL extraneous matter. Limit preparation to areas which will be planted promptly after preparation. 3.9 MAINTENANCE C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. shall be performed in presence of Architect. Contractor shall make notice A. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil 1. Spread topsoil mix to required depth to meet lines, grades, and elevations shown, after light A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project Including switch for manual or automatic operation of each circuit. Job Number 2075 shall be fertile,friable, natural loam, surface soil, reasonable free of subsoil, claylumps, rollingand natural settlement where required). To soil shall be 6"deepminimum in all Final Acceptance. D. TimingDevice: Adjustable 24-hour and 7 or 14 dayclocks too operate an time of test( re hours t advance. p ( p p � p y 6. Provide required testing equipment and personnel. brush, weeds, roots, stumps, stones larger than 1 inch in any dimension, and other seeded areas. B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for healthy of day and skip any day in a 7 or 14 day period. 7. Repair leaks, and retest until acceptance b the Architect. extraneous or toxic matter harmful to plant growth. 2. Place approximately 1/2 of total amount of topsoil required. Work into top of loosened subgrade growth. Restore planting saucers. Tighten and repair stake and guy supports and reset trees and E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer p p Y 1. Contractor shall send a minimum of three 3 representative topsoil samples for to create a transition layer and then lace remainder of plantingsoil. Add recommended shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. of control unit; type AWG-UF, UL approved. C. Coverage inspection: upon completion of all systems, perform a coverage test Drawn Checked ( ) p p p Y p p p g p q p gYp pp to determine if coverage of water afforded all areas is complete, adequate and testing. See testing requirements below. Contractor is responsible for whatever soil nutrients, fertilizers and 1-1/2"thickness of specified compost over entire area and mix Spray as required to keep trees and shrubs free of insects and disease. JJN K CS additives are recommended b the tests. Submit to Architect for approval. Compost thoroughly into upper 4 inches of topsoil. C. Maintain lawns b watering,fertilizing, weeding, mowing, trimming, and other operations such as 2.4 VALVING uniform. Change heads, nozzles, orifices and/or adjustment as directed to Y PP p 9 Y pp p Y g' g' g' g' g' p provide uniform coverage. will be added to other additives and added regardless of test results. B. Fine grade areas to smooth, even surface with loose, uniformly fine texture. Roll, rake, and drag tolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, Scale AS SHOWN B. If quantityof stockpiled topsoil is insufficient, contractor to provide imported topsoil that is areas, remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to bare areas. threaded connection with cross type handle designed to receive operating key. D. Final inspection: p p p p p g p q g g g Yp g p g y' 1. Clean, adjust, and balance all systems. Verify that: fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, areas which can be planted immediately after grading. D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable B. Automatic circuit valves: high impact plastic with corrosion-resistant internal Sheet Title weeds and other litter, and free of roots, stumps, stones larger than 1 inches in an C. Moisten prepared areas before planting if soil is d Water thoroughly and allow surface moisture to lawn. If seeded in fall and not given full 60 days of maintenance before Final Acceptance, or if not parts. Low power solenoid control, normal) closed,with manual flow a. Remote control valves are properly balanced; p 9 Y p p p 9 dry. 9 Y 9 Y P p Y b. Heads are properly adjusted for radius and arc of coverage; dimension, and other extraneous or toxic matter harmful to plant growth. dry before planting. Do not create a muddy soil condition. considered acceptable at that time, continue maintenance the following spring until acceptable lawn is adjustment; same manufacturer as control unit. c. The installed system is workable, clean and efficient. 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of D. Restore areas to specified condition, if eroded or otherwise disturbed, after fine grading and prior to established. 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber y LANDSCAPE E. Winterization: Winterize system at the end of first season of system operation. project site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in planting. valve if not connected to potable water. a depth of not less than 4 inches. Do not obtain from bogs or marshes. E. Maintain and protect all surfaces from wind and water erosion until final acceptance. 3.10 CLEANUP AND PROTECTION 2. Drip Control Zone Kit: Hunter PCZ-101. Review procedures with Owner Representative. SPECIFICATIONS 2. Composition: Topsoil shall contain from 1 to 20% organic matter as determined by the A. During landscape work, keep pavements clean and work area in an orderly condition. C. Quick coupler valve: brass or bronze construction with hinged top. One per zone Organic Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey 3.5 PREPARATION OF PLANTING BEDS B. Protect landscape work and materials from damage due to landscape operations, operations by or valve grouping. END OF SECTION Investigation Report No. 1. Maximum particle size, 3/4-inch,with maximum 3% A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or similar other contractors and trades, and trespassers. Maintain protection during installation and D. Manual drain valves: retained on 1/4-inch screen. equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove stocks, maintenance periods. Treat, repair, or replace damaged landscape work as directed. 1. Bronze construction, straight type, 150 pound class, threaded connections, Other components shall conform to the following limits: stones, rubbish, and other extraneous matter. with cross type operating handle designed to receive operating key. Calco, pH 6.5 to 7.5 B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and 3.11 INSPECTION AND ACCEPTANCE Champion 100, or approved equal. Sheet Number Soluble Salts 600 ppm maximum elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified compost A. When landscape work is completed, including maintenance,Architect will, upon request, make an 2. Size: 3/4 inch. Silt 25-50% over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately 1/2 inspection to determine acceptability. Clay 10-30% of total amount of planting soil required. Work into top of loosened subgrade to create a transition B. When inspected landscape work does not comply with requirements, replace rejected work and Sand 20-50% layer, then place remainder of the planting soil. continue specified maintenance until reinspected by Architect and found to be acceptable. Remove L5 3. Contractor shall submit representative soil report on imported topsoil proposed for use C. Apply Pre-Emergent per manufacturer's recommendation. rejected plants and materials promptly from project site. for approval. Report shall meet standards below. Contractor is responsible for whatever soil additives are recommended by the test. Compost will be in addition to END OF SECTION 5 of 5 Sheets other additives and added regardless of test results.