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Application
Charlene Way From:clerk@meridiancity.org Sent:Tuesday, April 6, 2021 8:07 AM To:Charlene Way Subject:Development Application Transmittals - Tetherow Crossing Subdivision FP-2021-0017 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Tetherow Crossing Subdivision FP-2021-0017 Hearing Date: May 6th Assigned Planner: Alan 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: May 4, 2021 Planner: Alan Tiefenbach File No.: FP-2021-0017 Project Name: Tetherow Crossing Subdivision Request: Final plat consisting of 46 building lots and 8 common lots on 7.58 acres of land in the proposed R-8 zoning district, by Hayden Homes Idaho, LLC. Location: The site is located northeast of N. Linder Rd and W. Ustick Rd. in the SW ¼ of the SW ¼ of Section 36, Township 4N., Range 1W. Planning Division 111 �1 HEARING APPLICATION Type of Review Requested Final Plat File number: FP-2021-0017 Assigned Planner: Alan Tiefenbach Related Files: Applicant Information Applicant name: ROSS ERICKSON, ERICKSON CIVIL INC Phone: 2088673954 6213 N CLOVERDALE ROAD SUITE 125, BOISE, ID ross@ericksoncivil.com Applicant address: 83713 Email: Ownername: DENNIS CREEK, DENNIS C. CREEK Phone: Fax: 770 E. CLEAR CREEK DR., MERIDIAN, ID tmokwa@hayden-homes.com Owner address: 83642 Email: Agent name(e.g.architect,engineer,developer,representative): ROSS ERICKSON Firm name: ERICKSON CIVIL INC Phone: 2088673954 Fax: Address: 6213 N CLOVERDALE ROAD SUITE 125 Email: ross@ericksoncivil.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): SO436336156 Township,range,section: 4N 1 W36 Project Description Project/Application Name: Tetherow Crossing Description of work: See Narrative included with Final Plat Application. 33 E Broadway Avenue,Suite 102 a Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2020-0676 TYPE OF USE PROPOSED Residential: CHECKED PROPERTY INFORMATION General Location: North of W. Ustick Rd., 1000' East of N. Linder Rd. Current Land Use: Vacant Total Acreage: 7.58 Prior Approvals(File Numbers): PP, AZ H-2020-0112 ZONING DISTRICT(S) R-8: CHECKED PROJECT INFORMATION Site Plan Date(MMIDD/YYYY): N/A Landscape Plan Date(MM/DD/YYYY): 2/17/21 Elevations Date(MMIDD/YYYY): N/A Percentage of Site Devoted to Building: N/A Percentage of Site Devoted to Landscaping: N/A Percentage of Site Devoted to Paving: N/A Who will own and Maintain the Pressurized Irrigation System in this Development: HOA Irrigation District: NMI D Primary Irrigation Source: Surface Water Secondary Irrigation Source: Backup PI Well Square Footage of Landscaped Areas to be Irrigated by City Water Connection: N/A Minimum Square Footage of Ground Floor Area for Multi-Story Units: N/A Proposed Building Height: N/A Existing Floor Area(If Applicable): N/A Gross Floor Area Proposed: N/A Hours of Operation(Days and Hours): N/A Number of Standard Parking Spaces Provided: N/A Number of Compact Parking Spaces Provided: N/A Number of Residential Units: 46 Minimum Square Footage of Living Area(Excluding Garage): N/A Gross Density: 6.07 Net Density: 10.28 In Reclaimed Water Buffer: No PLATS ONLY Number of Building Lots: 46 ' Number of Common Lots: 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 Total Number of Lots: 54 I understand a secondary access is required and a separate easement application has CHECKED been applied for: Minimum Lot Size: 4000 Pverage Lot Size: 4236 Area of Plat: 7.58 Plat Date(MM/DD/YYYY): 2/17/21 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Open Water Ponds: CHECKED Other Qualified Open Space: Tot Lot, Benches/Sitting Area, Pet Station Acres of Qualified Open Space: 44,428 sf= 1.020 ac Percentage of Qualified Open Space: 13.46 QUALIFYING SITE AMENITIES Open Grassy Area(min.50'x 100')-Multi-Family: CHECKED Other Qualified Site Amenities: Tot Lot, Benches/Sitting Area, Pet Station APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Ross Erickson MISC Is new record: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 - a March 241h, 2021 Honorable Mayor and City Council City of Meridian 33 E. Broadway Ave. Meridian, Idaho 83642 RE: Tetherow Crossing Subdivision(H-2020-0112)—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 Tetherow Crossing Subdivision. The preliminary plat was approved for this development with 46 single family detached building lots and 8 common lots. A development agreement was also approved by City Council on 3/23/21. This application includes a final plat that was prepared in accordance with the approved preliminary plat for (46) forth six single family detached building lots, and 8 common lots with a total overall project gross density of 6.07 units per acre on 7.58 acres. No changes are requested from the approved preliminary plat. The property annexation and zoning was approved as an R-8 zoning designation through resolution H-2020-0112. 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-2020-0112. 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-2020-0112). 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, EritErhiso C. Ros Project Manager 6213 N.Cloverdale Road,Suite 125 Boise,Idaho 83713 T.208.846.8955, F.208.846.8956 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, Dennis Creek 770 E. Clear Creek Dr. (name) (address) Meridian Idaho 83646 (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 1 grant my permission to: Hayden Homes Idaho LLC Tim Mokwa 1406 N. Main St, Suite 109, Meridian, ID 83642 (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and 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 penmission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this 7day ofal 8 , 20 Z-,=) SUBSCRIBED AND SWORN to before me the day and year first above written. KIAHNI FREEMAN (Notary Public for Idaho) COMMISSION#20201674 NOTARY PUBLIC Q� 06LI' STATE OF IDAHO Residing at:._&� e 1 U My Commission Expires: (Rev 05129 20) ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date: February 17, 2021 Final Plat RX Project Name: Tetherow Crossing Sub T/R/S 4N1W36 Parcel Number(s): SO436336156 Project/Plat Applicant: Erickson Civil, Inc. Phone No: 208-846-8955 City/County Agency: Meridian AOI THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT N LINDER RD W USTICK RD W WOODPINE ST v v v v � 0 o v U 3 v a r- o Proposed Street Names: u Q o V m Comments 1 NW 12TH DR X E Didn't catch in prelim review.Change post-type to Ave. 2 NW 13 ST X E Didn't catch in prelim review.Change post-type to Ave. 3 W HOMESTAKE ST X 4 N LLAMA WAY X S W SANTIAGO ST X 6 W WOODPINE ST X 7 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Replace NW 12TH DR with NW 12TH AVE Replace NW 13TH ST with NW 13TH AVE 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 ,. W Ashby Drive z a� 1 , let 1 > ------------------------ v 1 1 1 Q > c , 1 1 1 1 N W PPPte WAppie Pin ' 1 e e Street C0 Pin et T 2G z 1 1 1 1 Stre WAK =.e_, -. Pine r ! �_' Woodchest.; a ---------------L--------- �-'- ----- a-----------------------a------ -----------�'-l-a---••-.•-----,.• .•-=--- - 'S - ----a--'�'-,.-. Stree Z treet- ��''= a 1 1 Q) ' - ' > W ;4N1W35 t ; Street *IW3 c ; Q.o W Woodpine Street a ! z o 1 N A `�,'///��� a c boss = > ' Q ' Street n Q W Crosswind , .W.Cr "' ; Street ;` LJ °SSw/ z 1 1 z 1 nd Dry 1 I 1 a------ - - -L-- 1 c 1 1 1 - ----- ------------------- -O a--------- ----------- ----- ------ --------- ------ - - - - L- -- --a-------------- -----L--- L N co 1 1 1 a) 1�,> > ° II 1 1 Q 1 r 1 CU Q 1 , 1 1= lTs Z 11 NOT A PART 1 1 1 1 1 1 C 1 1 1 1 0 I I .. r{ Z 1 1 s- -p-;--------L-----------------I---- --------�- ---- W Ustick Road-----..�--a-----------------------a------------ .. ------a---------------------- - - - 1 1 I .. - - , -, Pebbt Street -4••' •1 1 , 1 — W'Pebblestone'Drive W Pebblestone ! <a>) ,.:,� Street >m 3N1W2 i ti i p i G i 1 �� , , c O 1 2 w. V li >!•t � W Parkstone Street lJ - Lai 1 1 1 1 C 3 ' :>� 1 - d-7 P Z > This map is made from data copyrighted by Ada Caccur cie County shall not be liable for ADA COUNTY ASSESSOR inaccuracies this disclaimer a b this map. Maps �� Land Records Division 1 inch - 300 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 &°ND 2059-092669 TETHEROW CROSSING SUBDIVISION BOOK PAGE 14 35 a6 35 wC 0' so' 60, 120' IL,�� LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 36, PLS 10561 - _ TOWNSHIP 4 NORTH, RANGE 1 WEST BQISE MERIDIAN LEGEND � - SCALE:1"=fiU' s CITY OF MERIDIAN, ADA COUNTY, IDAHO ® FOUND ALUMINUM CAP MONUMENT CP&F NO. �- UNPLATTEO r7!'I rf•I Q FOUND BRASS CAP MONUMENT S t/tfi 2019-092570 ,"'., 202 I FOUND 518'REBAR WITH PLS 11118 FOUM 5/B'F"AR,NO w- ® PLASTIC CAP,OR AS NOTED CAP,RECORD EAST NO x SET 112'REBAR WITH PLS 11118 RECORD FOUND. ACCEPTED As NORTHERLY H89'51'54'E 274.59' I LINE TABLE LINE TABLE LINE TABLE o PLASTIC GAP UNE 55-W ZOO, 40.00 W.00' U L2 3281 SET 5!8"REBAR WITH PLS 11118 AUGN BOUNDARYRan T ON0}-+ 1 i - 75 N ��2" LINE # LENGTH DIRECTION LINE 0 LENGTH DIRECTION LINE # LENGTH DIRECTION ® PLASTIC CAP WESTERLY BOUNDARY- j O • 1 O2 1� O ' - L1 2501' NBn1'S4'E L12 23.50' NO'IrM L23 10.63' NO172'28T 13 CALCULATE POINT,NOT SET n Y �� 1 Y Ltar to SS. L2 aOl' N8951'541E L13 31.12' S44-12'51YE 124 23.64' SOa O'551 _� - SECTION LINE o; M29 sl a 4777 s1: g474P sl 5 g 4b7P s1 z 116 �, �, - L3 31.52' x2t'I t'34'E L14 30.54' N45'47'10'E L25 17.W x72fOT15'S1' -- CENTER LINE PUBLIC UTILITY,IRRIGATION AND LOT DRAINAGE �GCK 2 RE4 s7 �� PLS 7729 L4 31.22' S6234'34'E L15 22.53' N5270'OB'E L26 20.29' S86"52'4rN - - - f EASEMENT LINE-SEE NOTES 1 AND 2 ----- rg - J L5 33.55 S20Y76'111 116 9.98' N29'12'28'E L27 5.80' S120'13'W ••«ry..... .«•..Nry.•.•«.• OTHER EASEMENT LINE AS NOTED �55-09' 26.43' - C� $T• �} l SURVEY TIE LINE LB 23.50' S14'45'42'E L17 23.82' N45'39'43"E L28 1.9F' N176'S9'E - SUBDIVISION BOUNDARY LINE 53' � L7 23.50' s1445'42"E L58 23.77' s44-14'267E L29 2351' soro2'2s'w LOTLOT LINE 81_ C4_ ti �j 1 N88'a5'2s'w-�- Y r.•5� .1 ,5 s Le 8.83' N3031'09'E u9 23.56' N44'19'22'E L30 2351' SOV2'26"W ADJACENT PROPERTY LINE a J 1 � i s a t, L9 23.52' N30'31'091E L20 23.79' S44'20'1TE L31 20.76' S89'42'37'E 18 LOTNUME3ER y N1700BURN NEST SUB.N0.2 77.67' !moo i / } 4fb4 s+A m .> BOOK 11L PAM 16040-16044 �, L10 31.56' S44'44'02"E L21 21-43' N46'52'27E L32 253Y N7352'06'E NOTES e SEE N07E 9 a 215 23.5' o L11 23.50' NO'I7'23'E L22 9.60' SOW.28-w L33 10.36' N116'58'E UHPLATMD NB9'4Y37'W d I Fy{i9@ s/�' er; i, 11 1-UNLESS OTHERWISF DESIGNATED OR DIMENSIONED,THERE SHALL BE A PERMANENT EASEMENT _t��,_____r { , g` 5' FOR PUBLIC UTILITIES,IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO AN SEE �9C g ',l CURVE TABLE PUBLIC STREET.THIS EASEMENT SHAD.NOT PRECLUDE THE CONSTRUCTION OF HAROZU RFAC ED 1 DRIVEWAYS AND WALKWAYS TO EACH LOT. 40.T1 s✓ f0 l ' V!<2• a 615 pia= CURVE ;P LENGTH RADIUS DELTA BEARING CHORD 2-UNLESS OTHERWISE,SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A I ----100.00'----- •'�47.9'?: r�x96 E "'ti, �- - Sd PERMANENT EASEMENT FOR PUBLIC UTILITIES,IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) I F---N89'42'37'W--•1 Nl is h'I Cl 47.88' 300.W' 9t0$'3T 570'39'S9"W a7-y3' FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE AND THE TEN i181 FEET ADJACENT TO ANY REAR L07 LINE OR SUBDMSIGN BpUNDARY- 8 O3 8 - ># �-5xa'Sa�7a' SEE NOEF 9 73>p6 r_ _ Fz C2 24.23' y00.0D' 4'37'39' S&3'a6'5t'w 24-2Y 1 4IXG 0 I1 �I H _ M 150 __ � / 3-ANY RE-SUBDIV]SION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN f0'E•-__-100.00•--.-: n O SH57 si RF-� BLOCK b ry Cj i{18,56' 300,00• 24744'OT N71'50'02'E 107.97' EFFECT AT TH E TIME OF THE RFSU$DIVISION. `•'�� ,?, ^ N88'4SO2'W 84.00, r`A F----NBB'42'37'W----1 sn 4-IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE "I __42-M _42A0' � C4 42.11' MO.00' 6Vf& 48613)ITt 4207 31.3805{11E6).THIS SUBDIVISION FALLS WITHIN THE NAM PA&MERIDIAN IRRIGATION DISTRICT,AND ALL O 1 - •� i37~ I 49. 5'I} S44T2' LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID IRRIGATION DISTRICT.I 1 C5 72.24' 46.50' 89V0'25' 50"E 65.19' �_ ( 1 {� 6-✓3VI{,pING SETBACKS AN DIMENSIONAL STAN CARDS IN THIS SUBDIVISION SHALL BE N n I a 1 w 1 06 72.03' 46.50' W45'30' N44'20'1TW 65-04' COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDiAN- F FN89'42'377Y ••1 .7 I 1,, vv4 8 ,°�, $ a B-MAINTENANCE OF ANY IRRIGATION,DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE 8' n S� 1 eA g r7LYl s1 t g A7IX7 sl m g PLS,7729 C7 9-6p` 23.00' 2424'38" H12'I4'45"E 9.72` RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN 4A�sl j I 1•' i s x $BE�J' C8 9.19' 23.00' 22'53'4Y 51i7423'E 9.13' IRRIGATIOMORMNAGE ENTITY. �5' 1 42'E 175, ' 7-THIS DEVELOPMENT RECQGNQF;8 IDAHO CODE 22.45G3,RIGHT TO FARM ACT,WHICH STATES:NO y I N r -N89'473Tf1'-•'1 x C9 26.16' 70.00' 21 Y4'52' S107503'E 2&01' AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME 'A 'Cy I-- --� _ J p p l A NUISANCE:,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURRQUN DING 4Aai s1 g 'f 71•�' 420p' 40.53'C} 2T W C. -- CIO 2215' 70.00' 18VW3' S3011'31'E 21W NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE 0 i YEAR, - C'Jj 100,0O• FWIM1 t.P.S.5292 WHEN THE OPERATION,FACILITY OR EXPANSION WAS N07 A NUISANCE AT THE TIME IT BEGAN OR °0 S6$'43'02"E ti�q ••-x695T3YW--- REF'u�p C11 25.95' 70.00' 2174'24' SO5Y44'E 25.80• WAS CONSTRUCTED.THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE m w r -N89'42'37'W---1 __ __ (• RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, I? 19$-94' �� �, 7O 4u C12 34.48' 70.00' 2873'06" S74'XWE 34-13' AGRICULTURAL FACILITY OR EXPANSION THEREOF. w $' Q �$ ~n M!HOAIESTARE ST, 1-. sI-4"al BLM 31 S - , ��_--_ A�4 sl � C13 35.73' 23.00' 8EM157 S4412'5C'E 32-24' &-LOT 1,BLOCK I:LOT 1,BLOCK 2;LOTS 1,1a,14 AND 23,BLOCK 3;LOT 1,BLOCK 4 AND LOT 1,BLOOK 6 --100,00-••-- I a -1Dy'p5• L ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY THE TETHEROW I �? - _ 76_47'_ r�r•--NB957'32'w-••tea C14 35.63' 23.00' 86'45'30' N44'20'1Tw 32.17' CROSSING SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS,AND ARE SUBJ ECT TO �1 51 10 1- �^', © p BLANKET PUBLIC UTILITY,IRRIGATION ANO LOT DRAINAGE'FASEMFNTS- ` Q 2ss'I zas' Am 0, 1. ns 20.74' 70,p0' 658'38' N8Y8'5t"w 2D-er c I I RI8 d1 I'4+ �I faT7 Yl I� 9-LOT 1,BLOCK 3 AND PORTIONS OF LOT 1,BLOCK 2,LOT Z.BLOCK 3 AND LOT 1,BLOCK 6 AS SHOWN I -SB8'4SO2'E--- L-•-588.43'02'E-_-Jry pi:-..-1m�'-..-. H EREEON ARE SERVII:NT TO AND CONTAIN THC ACHO STORM WATER DRAINAGE SYSTEM.THESE LOTS CIS 30.33' 70.00' 24'49'43' N29 21'02'w 30.10' ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE 1 75'----..-1f0 68-97'--•--, I IO' -�1693732"iM---~Q ' D---HEI9'4Y37'11'-••1 ^ C17 55.80' 70.00' 4545'04" S64'XVE 54-42• FASE7dENY RECORDED ON NOVEM6ER 1G.2G15,A$INSTRUMENT NO.2G16-1G329B,OFFICIAL RECORDS K1 O �I Q n 1 V OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE a g # ' 40.13 sly 4P]4 sl I Sr }LGtl sl y C1$ 1-47 70.00' 172'06 N86177'00 w 1.47' -MASTER EASEMENT-)-THE MASTER EASEM ENT AND THE STORM WATER DRAINAGE SYSTEM ARC 1Da s1 S Ike$" L_ S88•43•�•E�•-J i0tt_-c •43•�•E--_ DEDICATED TO ACHD PURSUANT TO SECTION 40-Z3021DAHO CODE.THE MASTER EASEMENT IS FOR 1 -10D'0D' 1 - I C19 1$.59' 276.50' 351'07' N8819'OI 18.59' YHE OPERATION ANp MAINTENANCE OF YHE SYORM WA1-ER DRRINAGE SYSYEM- rr 95.93'- -•!� ----98.97' =•;Io F--' H69s7.32"w -- I r' -N69'4237'W- 1 =�T 3 I h� 10-DIRECT LOT OR PARCEL ACCESS TO W.USTICK ROAD IS PROHIBITED. m 8 I IF �,1 d It � E: 0 C2a 40.43' 276,50' 872'43' N8712'O6"E 40.40' 0I 4CC17 g 1 B 1 10�_ iQ7()s o g! 5 I �BLOCK f1 sdaa sl S SEE RECORD OF SURVEY NO.12$97,RECORDS OF ADA COUNTY,IDAHO,FOR ADDITIONAL DATA OF 1 1 W43102'E---J= L- 588'43'02'E�--J f----100.00'--- C21 52.56' 276.W 10'S3'26' S72'34'02'W 5246' RECORD. I n 98.97'- r---N895Y32'Yf--- 12-THIS DEVELOPMENT IS SUBJECT TO THE COVENANTS,CONDITIONS AND RESTRICTIONS FOR r---N8B-42'37'W-• ip I T- 8I'�- 11 1-8 C22 10-M Z76-W 2t09'00' N66U2'48"E lam TETHEROW CROSSING SUBDIVISION,RECORDED AS INSTRUMENT NO-J�ADA COUNTY 11 g O 1 v+ O RECORDS. r017 at $: Mw sl g 1 ran s1 C23 5.47' 321W 0'58VT S7445'14'W 5.47' UNPLATTED 13•THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE L-.-SBB'43'02'E-..J I .-..-100.0D'-..-.: C24 25.04' 276.50' 5'11'22' S72'36'37'W 25.03' AGRpEMENT RECORDED AS INSTRUMENT No._ ,RECORDS OF ADA COUNTY,IDAHO. 98.87'-•. 1 N895732'w--- r-_�N89'42'37"W •-1 earl O 1 1 �- c.I C25 41.41' 276.56 B74'S4' SB5.45.29'W 41-M 14-LOT 14 OF BLOCK 3 1S DESIGNATED AS A SHARED DR IT OFAYIC WING LOT SUBJECT 1 A 12 s' ® I n 23.s' 2a6' 40 12 n CV BLANKET INGRESSIEGRF$.S EASEMENT FOR THE BEN EFIY OF ADJOINING LOTS 15,18 AND 57 OF BLOCK s1 roAl sl Ica �i�� -i7.54 s7 _}_J L_ -477i sl- �1 `` seiw s7 3.MAINTENANCE OF THE SHARED DRIVEWAYS SHALL BE AS SET FORTH IN THE COVENANTS, 1 yy L`25 1.28' 323.50' 013'36' SB1'34'S0'w 1.28' UNPLATTED N69'4Y37'W 104-83'- 76.86' 81-95' �' I 78'�L.-_.--_--: in CONDITIONS AND RESTRICTIONS RECORDED FOR THIS ENT- 19 C27 42.70' 323.50' 7'3a'4B- S852$'32"W 42-67' 797P sf 13 Cj �a . 4 N86'43'02'W i16.04' S86'43'02'E C28 35.85' 323.50' 6'20'58' S727S'S5'W 35.53' ^. Q $ �I9r sl (1-4) 588;43_02'E W.W. SAN71AGO ST 199.85' 123.Sd� N88'43'02'W 131.03' SURVEYOR'S NARRATIVE 41.01' 41G1' 3395' G I °j 47,DI' CLENTON W.HA� THE BOUNDARY FOR THIS SUBDIV18ION WAS DEVELOPEDFROM SURVEYEDTIES TO!O 1$ 19 @ 22 2 f y CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED SUBDIVISION BOUNDARIES OE PLS 23.5' 23.5' Ir II5� I O �5'�-IWOODBURN WEST SUBDIVISION NO.1,WOODBURN WEST SUBDIVISION NO,2„INFORMATION _ by �+ -ie`� m iv s.I FROM RECORD OF SURVEY NUMBERS 826G,6931,7494,772G,870.5,$62d,11964,12537,AND f £Of 5 'i72J si Y.i 42a}sl w fP(li s! 4229 ql- 41P!s1 Zv A7p7 g! '�rip?sl '�' Y81g sl "`tl'v $;; .�-iry. CURRENT DEEDS OP RECORD.WARRANTY DEED INSTRUMENT NO.B4D7963 HA$A MISCLO$URE Q �` g c g P S 17i M51 s1 P 9 4775 g1 IN THE LEGAL DESCRIPTION OF APPROXIMATELY 25 FEET-IT IS BELIEVED TO HAVE ORIGINATED N W.N x 1 i 1 +••:f0 ^ ip 1-+ = 1 F WITH PREVIOUS DEEDS AND LEGAL DESCRIPTIONS AND,BASED ON THE ANALYSIS OF THE 5 ID ADJACENT RECORD OF SURVEYS,ORIGINATED FROM DISCREPANCIES WITH THE WRITTEN POINT OF 5 3 BLOCK 14 DOCUMENTS AND THE PHYSICAL LOCATION OF A CALLED-TO LIVE IRRIGATION DITCH.RECORD OF L__,.-� I_-4__J �_-_•j J I _ J SURVEYWING 6260 PARCELS STHATHA BEEN EOUSLYTREATE AS OWNERS CROSSING Lan �l ion J _ -� I i ryry 1 BEpNHING 47.4i i2.01 _42-01 41.01 41.01' d1.01' 41.01' 34-96'•� 3 "� {2!�-�-r�4302€01 ADJOINING PARCELS THAT HAD BEEN ERRONEOUSLY TREATED AS OWNERSHIP,AND DUE 70 THE 1 886'43'021E-._ '33D.47' S4R3 sl - _ _ _ _ a � 1 07 FACT IT ORIGINATED FROM THE SENIOR PARCELS IT WAS CORRECTED TO THEN BE TREATED ' ANtrSHOWNASANFASE:MENTTOREFLECT THE INTENT.THE SURV€YEDMONUMKNTATION Land Surveying and Consulting E 53, H88'43'02'W 4931$' 9:s+ FODNDFOR THE SURROUNDING SU BDNISION5 AND CONTROLLING BOUNDARIES FIT THE `�''g^ ACNO PoGHT-CF-wAY PER AL7fD SLLWf EFSEKEHT. '�' RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS PROPERTY AS I 6_� IRST.N0.2015-081465 WST.NLE 2015-EA91466 F;,:$ _��� SHOWN HERE-0N. 231 E.57H ST-,STE.A _ MERIDIAN,ID 83642 s65�63� xE _ _ _ x=_p of 2nI 2pG67 201i�p866 (208)288-2040 Fax(208)288-2557 2 1 W. LISTICIL RU, '--- 369.86'_ _ _ _ _, _ 123.53 36 CP&F N0. SB8'4302'E 2662-34' `-` -!7223 133i-O9' 1/4 www-landsplulion9.biz 109109699 BASIS OF BEARING W 1�18 F JOB NO.20 43 SHEET 1 OF 3 Street Name Evaluation Response Sheet 5ubd►visionlJurisdktion: Tetherow Crossing Sub/Meridian A01 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 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, Dennis Creek 770 E. Clear Creek Dr. (name) (address) Meridian Idaho 83646 (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 1 grant my permission to: Hayden Homes Idaho LLC Tim Mokwa 1406 N. Main St, Suite 109, Meridian, ID 83642 (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and 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 penmission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this 7day ofal 8 , 20 Z-,=) SUBSCRIBED AND SWORN to before me the day and year first above written. KIAHNI FREEMAN (Notary Public for Idaho) COMMISSION#20201674 NOTARY PUBLIC Q� 06LI' STATE OF IDAHO Residing at:._&� e 1 U My Commission Expires: (Rev 05129 20) m o Anton 0r � � N y n z V m m „ Z z t, Q n m W Ashto t Blake St Sawtooth Middle School �D` n > W Ashto,Ur a � uiet Peak St Z E7 z W Ashby Dr � m a z W Apple P/fie z ti g m a p t Z f 7 y n w a W Woodpine S1 a Q - ry J e � Z Wrgd b�h� z Chevron 0 D Z w ustick Rd U W.USTICK RD. 19 w ustick Rd 4 w u t Z r- Premier Kids CL Preschool&Childcare tone St k. :0c a n W Park stone Sr sin NORTH p _ PROJECT SITE N Vicinity Map Mayor Robert E.Simison C� f IDIAN City Council Members: =�► Treg Bernt Brad Hoaglun Joe Borton Jessica Perreault D A H Luke Cavener Liz Strader March 01, 2021 Ross Erickson Erickson Civil Inc. 6213 N Cloverdale Rd., Ste. 125 Boise, ID 83713 RE: Tetherow Crossing Subdivision AZ, PP (H-2020-0112) Dear Mr. Erickson: This letter is to confirm that the City Council approved the subject application at their February 23, 2021 meeting. The Findings of Fact, Conclusions of Law, and Decision and Order entered in this matter are a final decision on a land use application; however the Development Agreement must be executed within six (6) months of the approval date noted above per UDC 11-5B-3F. The property owner has the right to request a regulatory taking analysis under Idaho Code §67- 6513. Such request must be in writing, and must be filed with the City Clerk not more than twenty-eight(28) days after the final decision concerning the matter at issue. A request for a regulatory takings analysis will toll the time period within which a Petition for Judicial Review may be filed. Thank you for contributing to the success of Meridian. Please help us serve you better in the future. Visit our web-site at www.meridiancity.org/Planning/to fill out a comment card and give us feedback on how we are doing. Sincerely, 0. 4�' - Caleb Hood, AICP Planning Division Manager CH: kt Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiancity.org WARRAN`I`Y DEM) 704 725 f-or Value Rcccivrd 1'(J1dEL1. UT'l!; DEilil`:' .,n:] [•F:;l?'1 t'IG`aYLl;li: Ut;tl:tl, husband and wife, the grantor s,do hereby grant,bargain,yell and convey uttin DENNIS C_ CREEK, an unmarried person, the grantee whose ctirienl addrev%k 774 Clear Creek Drive, Meridian, Idaho, 83642, the following described inernrses,in Acla ('+aunty td.the,,1 -wit: All o[ that certain roal Property more particularly described on Exhibit nC" attached hereto and made a part hereof. I Ii i TO EAVI` AND !O HOLD thr ,,ml pTcsnl',CS. w1111 iheir .1111)trlellartce. tint, the ..nd l;r.uttte E his 110ITS and a"igll� lurctrr. And the %.ml t;rarilrat s do hurl,%_' :ovcn.ini to and wdh 111c said grantee , Olaf tlicy areu,vncr5 ut lcc'crteplr ral .aial pi-ciiitati. that Hwy sit twv' I from all iacunihrinccs except the aforementioned taxes and assessments and a Certain Deed of Trust of October 1, 1971, executed by grantors to James E_ 5chille4 as Trustee for flome Federal Savings & Loan Association of N mpa s Seneff ciar , recorded October 1, 1971, as instrument No. 784758 Tecords of Ada County, Idaho; and that tlity will wartanl and d0Cnd 111c ,anu'liom all I:nr lul tlaml,whalvit,wr 1?ated: June >> "-1 1978 C� I Lowell Otis Denny � Mary Criar ine Uenny — STATE OF IDAHO.COUNTY OF ADA SrATF tip IDAHO. COUNTY OF On the Z)'•' day of , ]:a 78, ( h.rvhy t-i-tiry that Ihi; enst,vne•nf uas fi)—i fr,r iPrnrd at I1 6e4aae inn,:a nniary pubic m and for 4 tai+-.errs„nail} i}n rrquPct ,( I S apprarrd LOWELL OTIS DENNY and -�rtttl;J llf� i 1 Ifii?.t`ZS:,CHARLINE DENNY, r 3�j ,+,ut i }+ast jv'L rr n•rk�, �z m.. htasban and wife, thr4 j� day r 1:, y ( .sn pi;•nSTie,.and duly rerwile,r!m tla„k kmiaa•nru.m-ii br the:pxrZon S S t subsrr:bia'[ u�n ru ,) hL kia fisirnrnt.and a l.•da;rkn..a. nd t.• `�t �4 'fk'•1,' r:rruerd tt„- .a,,,, 1�fz-CtSTiria, ltccnrs;e,r ✓xvrnry rnhnr Kcsu!inF xt R{JiSC •Idahu pr•,s j. f lj�' G n�put}- e Conioa. Expires Y -3 p Mail tom: 704 72(; EXHIBIT "C" That portion of the Southwest Quarter of the Southwest Quarter of Section 36, Township 4 North, Range 1 West, Boise meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section corner common to Sections 35 and 36, Township 4 North, Range 1 West, Boise Meridian, and to Sec- tions 1 and 2, Township 3 North, Range 1 West, Boise Meridian; thence South 88057150" East along the section line 665.56 feet to the real point of beginning; thence South 88157'50" East along said section line 493.44 feet to a point; thence North 0012120" West 30.01 feet to an existing steel pin; thence North 0°12120" West 452.44 feet to an existing steel pin in the center line of a certain drain canal; thence North 81°16'30" west along said center line 125.46 feet to an existing steel pin; thence North 15°00130" West along the center line 356.84 feet to a point; thence North 89056'50" West 250.00 feet, more or less, to a point; thence South 0103'10" West 835.12 feet to the real point of beginning; _ Together with all and singular the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining; Subject to all easements and rights-of- way of record or appearing on the land; Subject, -so, to taxes and assessments levied and assessed for the year 1978 which are now liens but not yet due nor payable. s4 EXHIBIT "C" L; �� —, ntonOr Preliminary Platlor the Tetherow Crossing Subdivision T o N \ 35' W.C. SWA F THE SW4 OF Section 36, TAN, RAW z � � a m PLS 10561 z W Ashtop Blakest 10 Sawtooth Middle School00 F °' ILLEGIBLE / 10'PUID EASE. 47.00'ROW 10.00'PUID R a wAshtoOpr 33.00'TRC TO TRC EASE. a o a Diet Peak St Z \ 5.00' 16.50' 16.50' 5.00' z w Asher or = 3 CL m \ 2.00' 2.00' ° z \ \\\ 1.5% 2% 2% 1.5% z a W Apple Pipe St RU o _ E � 7 CONCRETE SIDEWWALK PER vACONCRETE SIDEWWALK PER n w a wwoodpine5l c \\ ACHD STD.DWG.SD-709 3"ROLLED CURB PER 3"ROLLED CURB PER ACHD STD.DWG.SD 709 a \\ \ 21 ACHD STD DWG.SD-702 ACHD STD DWG.SD-702 z CP&F NO. I w `"aD`�nsr Z 2019-092670 \ N > n Z \ g Chevron S ,/,6� I z M m o N 33/47 Standard Local Street 1 WUStiOkRd f Z z -n rn o �, UW.USTICK RD. W Ustick Rd Q W U m m PP.1 r r Premier Kids C Preschool&Childcare one St Ste. a W Parkstone`: s UNRECOR ED ACCESS EASEMEN Legend �3P Oa NORTH LEGAL DE CRIPTION P BY � n � PRP CT SITE NORTHERL TY OWNER. , as as EXISTING SEWER AND PIPE SIZE I I I I ASEMENT OCUMENT ATTACHED, \ an opc RUT I OLELY A L GAL DESCRIPTION, aw aw EXISTING WATER AND PIPE SIZE RED B TEALEY, 06/04/12. Vicinity Map MAINTENANCE WITHIN THE TREE I U KN AS TO WHETHER AN \ , CABLE EXISTING CABLE i PRESERVATION EASEMENT SHALL � I \E 1 A ACTUALLY 1 BE PERFORMED BY LLOYD AS PER THE II IW �aR TE D DED. - - EXISTING CENTERLINE , MAINTENANCE AGREEMENT TO BE INCLUDED 2571 I �/ I IN THE TETHEROW CROSSING CC&R'S \\ _ _ro` _-'° _ EXISTING DITCH 5.0' �F5r0"- 40.05.0' 25. ' 32.8 NO CA' \ I 4PI EO EG EXISTING EDGE OF GRAVEL CONTACT DIGLINE 3 � 25j4x EP EP EXISTING EDGE OF PAVEMENT \I X EXISTING FENCE 48-HOURS 1-STORY- li 1-STORY 1-STORY M 1-STORY - \ �0 �M 1 I ° PROJECT DETAILS I o � n2 2 ^ 1 2 , - 1 \ �/1� W WO ����'� EXISTING ZONING RUT BEFORE DIGGING ,,� F o EXISTING FIBER OPTICS ZONING: R-8 1-$00-342-1585 r 5-2 4-2 " 3-2 0 4G7o sF t o3s s / /9 1 5823 SF o 4771 SF o 4139 SF / \ I 11 n GAS-GAS- EXISTING GAS RN WEST IRR EXISTING GRAVITY IRRIGATION TOTAL ACREAGE: 7.58 AC = 330,089 SF ____ 2574 TOTAL NUMBER OF RESIDENTIAL BUILDING LOTS= 46 LOTS L___ ___ ___ _ I - �T �T EXISTING JOINT TRENCH z a� �s \ TOTAL NUMBER OF COMMON LOTS = 8 LOTS U O ss.r 2ss aw j o I OHP EXISTING OVERHEAD POWER J GROSS LOT DENSITY = 6.07 LOTS AC J - o W. �`ND INE ST. �'�o -as I P 1 1 EXISTING PRESSURE IRRIGATION RESIDENTIAL LOT NET DENSITY = 10.28 LOTS/AC - 0 N N 81.8' o- aSR=300.00 FOB i v i 1 1 c.C) \ O m M o4° I� 1 \ EXISTING STORM ROW AREA = 25.85% 85,320 SF = 0 N 77.r Q� I M \ COMMON LOT AREA = 15.12% 49,894 SF •1 Fi + -- h �� u : I w1 2-6 -�- 11 r EXISTING TELEPHONE _ 4664 SF BUILDING LOT AREA = 59.04% 194,876 SF _O ° s ^ EXISTING PATHWAY Z Z ----1-3--- SEATING& 3r6 1 2571 T�Fo EXISTING TELEPHONE&FIBER Q C14a n 3867 SF - N 436� SF .1 111 ---- m PET STATION % � 0 4-6 0 � 1iIII � lo. TOE EXISTING TOE OF SLOPE MIN. LOT SIZE _ - 4 000 SF � CO - 1 / AVERAGE LOT SIZE - 4 236 SF O 420o SF U n\ 100.0• I I ; I O LLJ E 1 i 11 \ rob EXISTING TOP OF BANK 2 0 I I 1 ZPt CONNECTION TO EXISTING PATHWAY I 2-3 r a 4000 SF j N r nz°; y N: EXISTING UNDERGROUND POWER W O 1 33.00' 420, 1 r jy r,, N PROPOSED SEWER&PIPE SIZE COMMON LOTS& BUFFERS LU 1 47.00' �11 QUALIFIED QUALIFIED Q J = L-� � ul ew ew PROPOSED WATER&PIPE SIZE ~ � 1 3-3 0 INGR !; i_ 5'MICRO PATH\ - _ LAJa a 1 4000 SF N 0„- ; ACTUAL OPEN OPEN = w 1-6 12so 12so PROPOSED STORM DRAIN&PIPE SIZE w 1 841072 1 i s3as7 sF ��� sPl sPl PROPOSED PRESSURE IRRIGATION AREA SPACE SPACE 0 z o I 1 100.0' 1 1 1 USER'S DRAIN DITCH (SF) CREDIT AREA (SF) o 0- 2 CR 1 ° � o _ 1 4-3 1 0 ° ia1� -t---- -- m 12GI 12GI PROPOSED GRAVITY IRRIGATION HALF OF 25-FOOT W. USTICK RD. BUFFER (11-3G-3.B.4) 5,134 100% 5,134 a 1 4000 SF CONNECTION TO EXISTING PATHWAY � � o 1 \ 1 5'MICRO PATH ill nl PROPOSED EDGE OF PAVEMENT PLAYGROUND & OPEN SPACE LOT 1-6 (50 X 100 MIN.) (11-3G-3.B.1.A) 33,457 100/ 33,457 \ANAL E 100.0' N 1 1 \ 1 I j1 1 PRESSURE IRRIGATION o �SS NG/ OPEN SPACE BENCHES TRASH PET STATION - LOT 1-3 3,867 100/ 3,867 \STE ifi PUMP STATION EG EO PROPOSED EDGE OF GRAVEL � 5-s MICRO-PATHWAYS LOT 13-3 1,970 100% 1,970 a 5-3 1 1 - -�� ----------------- PROPOSED SAWCUT OPEN SPACE - OTHER NON QUALIFIED 3,057 0% - 3 1 a 4000 SF o III II I o 4200 SF o 4200 SF-o �� 1 PLAYGROUND& 1 25�2, 256-7 2572 ' w 100.0' SEATING AREA 1 125.51 \ PROPOSED DITCH CENTERLINE SHARED DRIVEWAYS 2,409 0% N I 1 1 �I \_- -=- 2567 �'T 10-16-20 �O 6-3 i o ',, - °I -- __ TOE PROPOSED TOP OF BANK p 9TF OF r rg 4000 SF g 257�= _ _ �� 'W C�. TOTAL OPEN SPACE 49,894 SF 44,428 SF 2.0' 40.5' G1 a S 5292 TOE PROPOSED TOE OF SLOPE /( ER\C 7 100.0' -� aw ,00.o' W 1 -S9�6336 0, a 5 N I ----------- PUID EASEMENT 1 ® 1 , o M"tip _ ti 1 QUALIFIED OPEN SPACE PROVIDED: 44,428 S 1 a W. WIND DRIFT Cl)'�r zso 7- f`o 7-3 6 �3 i I ROv N 43s4�F 1 ----------------- PROPOSED GRADE BREAK 13.46% • . . • N • N �a y 400o SF 76 6 1 I 76.5' / \ e°��Op \\ y /' 1 -- -- PROPERTY LINE .2 co� ,• '• ' I 100.0' `1 , \ / 103.1' --- y' --------� I - --- 1 �• .. .• 1 L \� I I TOTAL OPEN SPACE PROVIDED: 49,894 S • I ° doo SF Al' 1 M A 1 -5 `� I 8-6 1� EXISTING FIRE HYDRANT o • • • • • ,1 15.12/0 8-3 -oo' o , ? 4148 SF I� I �j�� 4021 SF I� o �t f 4000 SF 1 a i I I I - 1 n o ,) - --_i -/s.o' 1 - 1 PROPOSED FIRE HYDRANT 1 100.0' I sa.a' / f too.o' 1\\ I I o f / 1 1 o 2-5 �1 A I // 9-5 i � o I 9-6 i o � PROPOSED WATER VALVE • q d 9-3 o a I 4003 SF i!/ 1 o- l 4008 SF 1 o a 4000 SF a \ �Q00 SF 1 I I a 33.00' I 1 1 1 47.00' 1 O PROPOSED WATER METER 1� � I ss.o' NO CAP!, 160.0, I 47.00' 1 sa.s' 1 100.0' O 33.00' 1 1 1 1 1 / _ I i � L-257 o B PROPOSED BLOWOFF w 10\3-2572-\ 1 o a /'40105F i � 16 �_ 2 8-5 in 6 10-6 o F xz 6 a 4008 SF -a 4000 SF Q �4 4000 SF EMERGENCY VEHICLE TURN MOVEMENT Notes � 11' 100.0' \ I � 99.1' i , - 1 99.0' 1 1 �� I , m 100.0' a I 1 Y 20'WIDE,28'INSIDE RAD.,48'OUTSIDE RAID. o 1 M 1 1 = 0 1 17 1 Ali 7-5 10 = N o 1 11_g o 1. CURRENT ZONING: RUT' PROPOSED ZONING: R-8. o, \ 11-3 00' 4017 SF I 1 a 1 4008 SF 6 a 4000 SF 4000 SF I oil II a N e 00 1 1I 1 1 1 2. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF MERIDIAN s 1 00 100.0' 1 99.3' 11 9s.o' 100.0' SEWER SYSTEM. zm 1 1 N i 11 o 1 Contacts 1 os1 0 1 1 N N 1 N R-H 3. DOMESTIC WATER SERVICE TO BE EXTENDED FROM CITY OF MERIDIAN WATER SYSTEM. �� / 0 1 12-3 4 645E i 11 n I 41611 5F J 12-6 1 �� o f 4041 SF I 4620 sF I a= HAYDEN HOMES IDAHO, LLC 4. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE APPLICABLE _ ---------J- I i ♦ o 5'MICRO PATH ,o4.a' ° \ o I i I -----J - \----------- N TIM MOKWA Sg ti a, CITY OF MERIDIAN ZONING AND BUILDING ORDINANCES. wZ a1.9' OWNER 1406 N. MAIN ST. STE 109 z N 13-3 % 769 83.4 5. THIS PARCEL IS NOT LOCATED WITHIN A FEMA MAPPED FLOODPLAIN. O , 1970 SF sTRASH CAN PAD aw I aw aw aw aw aw " MERIDIAN, ID 83642 C-C / 1ts.o' tss.s' o o N 6. PUBLIC UTILITY IRRIGATION AND DRAINAGE EASEMENTS ARE AS FOLLOWS: w o ° ° tza35_o_o a CELL: 208.869.9785 wz 14-3 IW P(J ST 3194 SF ROW Cl) ;�, 6.1. ALL COMMON LOTS, INCLUDING SHARED DRIVEWAY COMMON LOTS, ARE HEREBY o BUILDING 47.0' 42.0'' 42.0' 3.z' 41.0' 41. ' 41.0' 34.0' 85319 SF Ni U SETBACKS + 1 3s.s' 470 ERICKSON CIVIL, INC. DESIGNATED AS HAVING A BLANKET EASEMENT FOR PUBLIC UTILITIES, IRRIGATION -- -� -- - �319, �6 ROSS ERICKSON P.E. AND DRAINAGE. �w -� ti J_ `o r- ENGINEER 6213 N. CLOVERDALE RD. STE 125 6.2. ALL BUILDING LOT FRONTAGES TO PUBLIC STREETS HAVE A 10-FOOT PERMANENT �N fl 1 BOISE, ID 83705 EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM zW 47.00' 1 / 15-3 1 I 1 1 1 _ o a /o 'o I 16-3 '0 17-3 18_3 I T 33.00' 1 ,' OFF: 208.846.8955 THE PROPERTY LINE. z= 4r7\23 SF o 4201 SF o 42ot sF o a2z9 sF o 19-3 6 2673I o 21-3 22-3 M 1 " , �w � � ate, sF o _ o 2-4 3-4 6.3. ALL BUILDING LOT FRONTAGES TO SHARED DRIVEWAYS HAVE A 10-FOOT x� / \ ` -4.121 SFI o 14121 SF o 4829 SF I^ m 6 / 6 g 5- ----o, 4725 SF o LAND SOLUTIONS 3 \ I \ PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, w �' I I I 1 --2573- --\/- CLINT HANSEN, P.L.S. MEASURED FROM THE PROPERTY LINE. l 1 1 1 PROFESSIONAL 3 PU9 T F 1 251 E. 5TH ST. STE A - - J J l _ - MERIDIAN, 8364 6.4. ALL INTERIOR SIDE LOT LINES HAVE A 5-FOOT PERMANENT EASEMENT FOR PUBLIC // 4PI API 4P 4P --- -pP r 1-- 4PI__ __ �� m v6 o N��---- - LAND SURVEYOR 4PI L PE 4PI 4PI OFF: 208.288.2040 � 2 47.4'- -42.0'- -42.0'-2 41.0'- 41.0•- F- �' fsUTILITIES, r AND - / --- -- -- - ------ - - 6.5. ALL REAR LOT LINES HAVE A 110-OOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, f t i 41:0" -- z o a ILL 23-.7 a � _ � IRRIGATION, AND DRAINAGE. 22.5 23.5• 23 a:5` -t,9 -SY.5 -- - - _ ---- 6.6. A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND Q 35 36 ,�-25,5 - o ¢ w- 1 SLL-T• NO._�Ok5=-OS1465- DRAINAGE, IS DESIGNATED ADJACENT TO THE SUBDIVISION BOUNDARY. - L6 U) - - _ Parcels Included 7. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE Z -fin n u ---------------p--`V Q m -----=---_-______ -- 2515_ _ 36 31-3805 (1)(B). THIS SUBDIVISION IS LOCATED WITHIN THE NAMPA MERIDIAN IRRIGATION 0 > 00 op w CP&F N0. ss BASIS OF BEARING J ss --- --- �_-_ 1331.09' 1/4 PARCEL # 1 SO436336156 -7.58 ACRES DISTRICT, ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. z m z CO of 109109699 u - - W 1 16 TAN, R3.E. SEC. 36 2i o CO } 1035.23' / 1 8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS WITHIN THIS SUBDIVISION SHALL BE - w a N N m - - - - - - -------------------------- CP&F N0. CP&F NO. IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. Q W Q v � 0 2017-120067 2017-120066 Z ° w w w w 9 9. LOTS (L-B) 1-1, 1-2, 1-3, 13-3, 14-3, 23-3, 1-4 & 1-6 ARE COMMON LOTS TO BE OWNED AND a_ 0- o CREASON CREEK = MAINTAINED BY THE SUBDIVISION HOMEOWNER'S ASSOCIATION, OR ITS ASSIGNS. N Parking Summary � JOB NUMBER: R-8 10. LOTS (L-B) LOT 14-3 IS A SHARED DRIVEWAY/COMMON LOT FOR THE BENEFIT OF THE Z GARAGE PARKING (2 PER LOT) 92 STALLS ADJOINING LOTS 15-3, 16-3 AND 17-3. MAINTENANCE OF THE SHARED DRIVEWAYS SHALL W IDB2096 N BE AS SET FORTH IN THE CC&R S PROVIDED FOR THIS DEVELOPMENT. LU DATE: 11-9-20 PRELIMINARY PLAT (R-8) DRIVEWAY PARKING (2 PER LOT) 92 STALLS 11. PARKING SHALL BE RESTRICTED AND NO PARKING SIGNAGE SHALL BE INSTALLED THE SHEET NUMBER: SHARED DRIVEWAY LOCATED ON COMMON LOT 14-3. ON STREET PARKING 30 STALLS w 0 60 120 12. DIRECT BUILDING LOT ACCESS TO W. USTICK RD. IS PROHIBITED. F PPOI Feet w w x 2019-092669 TETHEROW CROSSING SUBDIVISION BOOK , PAGE 1/4 356136 35' W.C. 0' 30' 60' 120' ILLEGIBLE LOCATED IN THE SW 1 /4 OF THE SW 1 /4 OF SECTION 36, PLS 10561 TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN LEGEND -000 SCALE: 1" = 60' CITY OF MERIDIAN, ADA COUNTY, IDAHO ® FOUND ALUMINUM CAP MONUMENT o CP&F N0. UNPLATTED 2021 FOUND BRASS CAP MONUMENT w c,+ � / S 1/16 2019-092670 N / ® FOUND 5/8 REBAR WITH PLS 11118 FOUND 5/8" REBAR, NO N = PLASTIC CAP, OR AS NOTED CAP, 0.50' EAST. NO z SET 1/2" REBAR WITH PLS 11118 RECORD ACCEPTED AS NORTHERLDY N89°51'54"E 274.59' BLOCK 1 LINE TABLE LINE TABLE LINE TABLE PLASTIC CAP BOUNDARY LINE 55.00' 45.00' 40.00' 50.00' L1 L2 32.81' SET 5/8" REBAR WITH PLS 11118 ALIGNMENT POSITION AND -- - --� - -- 1234 sf LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION RESET MONUMENT ON 10'7 ® 1'75 1 y 'L �. r� c � PLASTIC CAP WESTERLY BOUNDARY. 5 O w o �0 1 j L1 25.01' N89'51'54"E L12 23.50' NO'17'23"E L23 10.63' NO'02'28"E ❑ CALCULATED POINT, NOT SET N 9\� L2 25.01' N89'51'54"E L13 31.12' S44'12'50"E L24 23.64' S49'20'55"E - - - - SECTION LINE �' S829 sf dM o 4777 sf �4142 sf o 00 4672 sf z �6 rn w,Oor � - - CENTER LINE Vd. L3 31.52' N21'11'34"E L14 30.84' N45'47'10"E L25 17.55' N72'07'15"W Z Z PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE BLOCK 2 G2ti 1039 sf C� PLS 7729 j L4 31.22' S62'34'34"E L15 22.53' N52'20'08"E L26 20.29' S86'52'48"W EASEMENT LINE - SEE NOTES 1 AND 2 L5 33.55' S20'08'11"E L16 9.98' N29'12'28"E L27 5.80' S1'20'1YW OTHER EASEMENT LINE AS NOTED - - o C- - -J 20 s G24 SURVEY TIE LINE 55.09' 26.43 C19 $�• I L6 23.50' S14'45'42"E L17 23.82' N45'39'43"E L28 1.94' N1'16'49"E I W w00�P\NE� Gti`'�`, SUBDIVISION BOUNDARY LINE L7 23.50' S14'45'42"E L18 23.77' S44'14'26"E L29 23.51' SO'02'28"W LOT LINE _ �_ C4 Gti� \ N N89'45'26' �� O z - L8 8.83' N30'31'09"E L19 23.56' N44'19'22"E L30 23.51' SO'02'28"W ADJACENT PROPERTY LINE C2 0 �� 5 18 LOT NUMBER WOODBURN WEST SUB. N0. 2 L9 23.52' N30'31'09"E L20 23.79' S44'20'17"E L31 20.76' S89'42'37"E P 4664 sf 77.6T h I ( \ P rn BOOK 111, PAGES 16040-16044 0 3855 sf O ® \ o i L10 31.56' S44'44'02'E L21 21.43' N46'52'27"E L32 25.32' N73'52'06"E NOTES • \ 4361 sf c SEE NOTE 9 ^ 23.5' 23.5' z o / L11 23.50' NO'17'23"E L22 9.60' SO'02'28"W L33 10.36' N1'16'58"E UNPLATTED 06 I �P 4193 sf N \ \ \ 1-UNLESS OTHERWISE DESIGNATED OR DIMENSIONED,THERE SHALL BE A PERMANENT EASEMENT N89'42'37"W - I 0 No I;- 6, SEE NOTE 9 100.00'-----� _3 �, \ \ ! 5' FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY o 0 oo \ 02 CURVE TABLE PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED o 2 i A2' -13 z rn DRIVEWAYS AND WALKWAYS TO EACH LOT. 4000 sf I \ ✓42•p2 6p6 6 Q L CURVE # LENGTH RADIUS DELTA BEARING CHORD 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A 10' " 12 �\ -P n 100.00'- I ✓4202 ��35206 E \�J�_ PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) I F----N89'42'37"W---� \ / C1 47.88' 300.00' 9'08'37" S70'39'59"W 47.83' FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE AND THE TEN (10)FEET ADJACENT TO ANY REAR LOT o �3 1 5V°5V66 64' SEE NOTE 9 3 52 36,E ' Z / C2 24.23' 300.00' 4'3T39" S63'46'51°W 24,22' LINE OR SUBDIVISION BOUNDARY. 4000 sf I N ,� N� , / 3 ANY RE SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN 0' �I 33457 sf BLOCK 6 EFFECT AT THE TIME OF THE RE-SUBDIVISION. 100.00' N o 01 7 C3 108.56' 300.00' 20'44'00" N71'50'02"E 107.97' N88'43'02"W 84.00' 4-IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE �---N89'42'37"W---� I `�' �' � o 0 0 _ 2 -1 42.00' 42.00'_ C4 42.11' 300.00' 8'02'32" N86'13'18"E 42.0T 31-3805(1)(b). THIS SUBDIVISION FALLS WITHIN THE NAMPA&MERIDIAN IRRIGATION DISTRICT,AND ALL L31 �3 49.90' 5 LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID IRRIGATION DISTRICT. 4000 sf I 0 0 C5 72.24' 46.50' 89'00'25" S44'12'50"E 65.19' I • - 100.00'--� - I i� 5 6 5-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN w w C6 72.03' 46.50' 88'45'30" N44'20'17"W 65.04' COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. F---�N89'42'37"W �, Q o oo ,� 0 6-MAINTENANCE OF ANY IRRIGATION, DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE cp o 5 0 CD 0 420o sf 0 4200 sf- C7 9.80' 23.00' 24'24'38" N12'14'46"E 9.72' ri O o m o RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN o o I o _r o - o PLS 7729 o I 4000 sf � IRRIGATION/DRAINAGE ENTITY. `" 100.00'- I Z Z Z S81°Q1'g2,.E C8 9.19' 23.00' 22'53'42" S11'24'23"E 9.13' .. 125 48 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503, RIGHT TO FARM ACT,WHICH STATES: NO � i 5, 1 cv F- N89'42'37"W---� Z y� C9 26.16' 70.00' 21'24'52" S10'25'03"E 26.01' AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME -,on I 00 o' © o I ��� 21,60' 71.50' o J O A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING 4000 sf C I 42.00' - 40.53' C18 20' W.C. C10 22.15' 70.00' 18'08'03" S30'11'31"E 22.06' NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR, Z _ o o �' C�1 100.00' FOUND 1/2", PLS 5292 WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR 100.00'- N �g REPLACED C11 25.95' 70.00' 21*14'24" S4952'44"E 25.80' WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE 0O S88'43'02"E � - -- N89'5T32"W � w F----N89'42'37"W---� - - - - _ _ _ _ o RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, 1�2i� o', 7 o in 198.94' �� O7 o C12 34.48' 70.00' 28'13'06" S74'36'30"E 34.13' AGRICULTURAL FACILITY OR EXPANSION THEREOF. �I o 0 o N W. HOMESTAKE ST. �� 4364 sf i� 4000 sf BLOCK 31� C'6 C13 35.73' 23.00' 89'00'25" S44'12'50"E 32.24' 8 LOT 1,BLOCK 1; LOT 1,BLOCK 2; LOTS 1, 13, 14 AND 23,BLOCK 3; LOT 1, BLOCK 4 AND LOT 1,BLOCK 6 100.00' I - - -o - - - 103.05' - - ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY THE TETHEROW o I �� 76.56' 76.47' _ Z ---N89'42'37"W---� \ 1 - ---C�Q �� N89'57'32"W 7 C14 35.63' 23.00' 88'45'30" N44'20'17"W 32.17' CROSSING SUBDIVISION HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS,AND ARE SUBJECT TO O o v o BLANKET PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENTS. of ® o 23.5' 23.5' 0 4000 sf 10 1,0 ® o C15 20.74' 70.00' 16'58'38" N8'26'51"W 20.67' 4000 sl 4148 sf 4027 sf 9-LOT 1,BLOCK 3 AND PORTIONS OF LOT 1, BLOCK 2, LOT 2, BLOCK 3 AND LOT 1, BLOCK 6 AS SHOWN _ - S88'43'02"E -- N a' 100.00' HEREON ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS I N --S88'43'02'E L--- o - -- C16 30.33' 70.00' 24'49'43" N29'21'02"W 30.10' ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE ---N89'42'37"W--- _ ----98.75'-- o I �' �.--_-98.9T-- - I 10'�= N89'57'32"W ---9 EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO.2015-103256,OFFICIAL RECORDS I I� >: :o C17 55.90' 70.00' 45'45'04" S64'38'25"E 54.42' 0 0 2 O9 ,n o' O o OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE O oo ;� 4003 sf J 4008 sf Q 4000 sf l o� C18 1.47' 70.00' 1'12'06" N88'07'00"W 1.47' "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE _ 4000 sf � 0O I N L- S88'43'02"E 0'� -- J -1 i'10 DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR 0o i� - S88'43'02°E--- 100.00' -100.00'- o I _ N THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.N o 98,g3'- w --- I C19 18.59' 276.50' 3'51'07" N88'19'Ol"E 18.59' cn r -98.9T- - �,10' F--- N89'57'32"W --� ---N89'42'37"W---� Ln T ao - I 3 0 0 10-DIRECT LOT OR PARCEL ACCESS TO W. USTICK ROAD IS PROHIBITED. 0 10 o I o� O3 N c3 4008 sf ® �n Z o 10 o C20 40.43' 276.50' 8'22'43" N82'12'06"E 40.40' o o I 4010 sf :o � BLOCK 5 I d BLDCK 6 4000 sf o 11-SEE RECORD OF SURVEY NO. 12537, RECORDS OF ADA COUNTY, IDAHO, FOR ADDITIONAL DATA OF 400o sf 0' _ z L LO C21 52.56' 276.50' 10'53'26" S72'34'02"W 52.48' RECORD. I I S88'43'02"E-- S88'43'02"E�- � 100.00' 100.00'- o 1.5N o 12-THIS DEVELOPMENT IS SUBJECT TO THE COVENANTS,CONDITIONS AND RESTRICTIONS FOR o F----N89'42'37"W--- 10' I o 0 0 0 C22 10.38' 276.50' 2'09'00" N66'02'48"E 10.38' TETHEROW CROSSING SUBDIVISION,RECORDED AS INSTRUMENT NO. ADA COUNTY _ --98.97'-- o IN -- N89'ST32"W --� o 11 00 0 `n O `n N oN o 11 o RECORDS. 4017 sf -I 400a sf 4000 sf C23 5.4T 323.50' 0'58'09" S74'45'14'W 5.4T 4000 sf'- - J I 100.00 __ UNPLATTED 13-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE 100. 0 ll S88'43'02"E--- --- �' - 1 S88'43'02"E- - - C24 25.04' 276.50' 5'11'22" S72'38'37"W 25.03' AGREEMENT RECORDED AS INSTRUMENT NO. , RECORDS OF ADA COUNTY, IDAHO. b'-- I N89'57'32"W \rN89'42'37"W --1� 6 99 28 98.97 CJ� 00 1 N 14-LOT 14 OF BLOCK 3 IS DESIGNATED AS A SHARED DRIVEWAY/COMMON LOT SUBJECT TO A o' T O cov O o © ti ai 12 i� N C25 41.41' 276.50' 8'34'54" S65'45'29"W 41.38' BLANKET INGRESS/EGRESS EASEMENT FOR THE BENEFIT OF ADJOINING LOTS 15, 16 AND 17 OF BLOCK I oo 12 I 4164 sf 23.5' 23.5' 0 6 0 3. MAINTENANCE OF THE SHARED DRIVEWAYS SHALL BE AS SET FORTH IN THE COVENANTS, � 4041 sf ���\__ __ __- __j - 4777 sf \�1 �� 4620 sf o C26 1.28' 323.50' O'13'36" S61'34'50"W 1.28' UNPLATTED N89'42'37"W 104.83' � 76.86' I ��,-�- -- N CONDITIONS AND RESTRICTIONS RECORDED FOR THIS DEVELOPMENT. 81.95' I 83.42'- - C27 42.70' 323.50' 7'33'48" S65'28'32"W 42.67' 0 1970 sf 13 `�S in o N88'43'02"W 116.04' �� \ - S88'43'02"E N J C28 35.85' 323.50' 6'20'58" S72'25'55"W 35.83' L�q _ _ _ _ S88'43'02"E _ _ SNP N�S 0 SG�STFR o,pG 0 3194 sf 14 �'>> W. SANTIAGO ST. 199'85 �' 123.53' N N88'43'02"W 131.03' � o F �� - N J SURVEYOR'S NARRATIVE C12 3 21I -- 41.01' 41.01' 33.95' �� i �' \ 47.01' CLINTON W. HANSEN a 1 1 1 18 47.01 42.01' 42.01' _ 3' 41.01' - - � -- - - o 36.56' o O 16 17 18 \ r THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO O O 19 20 21 22 O T O CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED SUBDIVISION BOUNDARIES OF PLS 11118 � _ 5' 23.5' 23.5 �,, w 5 WOODBURN WEST SUBDIVISION NO. 1,WOODBURN WEST SUBDIVISION NO.2, , INFORMATION W o °c i° °N° 00 w N I !U FROM RECORD OF SURVEY NUMBERS 6280,6931,7494,7720,8705,8824, 11964, 12537,AND �/'j F OF 0 0 o io 00 NP Z o 4723 sf N o 4201 sf N o 4201 sf N o4229 sf N o 4727 sf- `n `" co N o 0O �" iV CURRENT DEEDS OF RECORD. WARRANTY DEED INSTRUMENT NO.8407863 HAS A MISCLOSURE N W• N o 4121 sf iv N o 4829 sf �w I- o o 04,21 sf' J o o o o p o 0 0 0 'n N 5051 sf " o 4725 sl Z Z o o o o 00 r7 0 00 0 0 o IN THE LEGAL DESCRIPTION OF APPROXIMATELY 25 FEET. IT IS BELIEVED TO HAVE ORIGINATED I Z Z z CO z o WITH PREVIOUS DEEDS AND LEGAL DESCRIPTIONS AND, BASED ON THE ANALYSIS OF THE 10' 10'I� ADJACENT RECORD OF SURVEYS,ORIGINATED FROM DISCREPANCIES WITH THE WRITTEN POINT OF f-_ J �5' BLOCK 3 �5 �10 L--- � � _ J I . BLOCK 4 DOCUMENTS AND THE PHYSICAL LOCATION OF A CALLED-TO LIVE IRRIGATION DITCH. RECORD OF 47.45' 42.01' - - -- -J - ---J --- -�`L� J I N �2 S88'43'02°E-_ SURVEY NO.6280 ALSO NOTES THAT THERE HAD BEEN A 25 FOOT EASEMENT CROSSING BEGINNING 42.01' 41.01' 41.01' 41.01' 41.01' 34.96' A ADJOINING PARCELS THAT HAD BEEN ERRONEOUSLY TREATED AS OWNERSHIP,AND DUE TO THE O ti O ns r` �, 35.06' 47.01' S88'43'02"E 323.70' 330.4T 23 3943 sf __ _ __�, 0o FACT IT ORIGINATED FROM THE SENIOR PARCELS IT WAS CORRECTED TO THEN BE TREATED - 45.95'--41.99' --C 1 81.54'-82.07 _ AND SHOWN AS AN EASEMENT TO REFLECT THE INTENT.THE SURVEYED MONUMENTATION No N88°43'02"W 493.18' J w Q5 7793sf b FOUND-FOR THE SURROUNDING SUBDIVISIONS AND CONTROLLING BOUNDARIES FIT THE Land Surveying and Consulting n o ACHD RIGHT-OF-WAY PER ACHD SLOPE EASEMENT 00 b �? RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS PROPERTY AS 00 o "t INST. NO. 2015-081465 INST N0, 2015-081466 N o N o SHOWN HEREON. 231 E. 5TH ST., STE. A 35 36 665.63' Z 'oo o CP&F NO. CP&F NO. MERIDIAN, ID 83642 _ _ _ 369.86' Z Z 2017-120067 2017-120066 (208) 288-2040 fax (208) 288-2557 2 1 W. USTICK RD. �- - - - - - _❑__ _ 123_53' 172.23' 1331.09' 36 www.landsolutions.biz S88'43'02"E 2662.34' �- - - 1/4 CP&F N0. BASIS OF BEARING W 1/16 , SHEET 1 OF 3 109109699 JOB NO. 20-43 TETHEROW CROSSING SUBDIVISION BOOK , PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY STATE OF DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED COUNTY OF S.S. PROPERTY IN THIS PLAT OF TETHEROW CROSSING SUBDIVISION; A PARCEL, PREVIOUSLY DESCRIBED IN WARRANTY DEED INSTRUMENT NO. 8407863, RECORDS OF ADA COUNTY, ON THIS DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND IDAHO, BEING LOCATED IN THE SW '/4 OF THE SW '/4 OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE FOR SAID STATE PERSONALLY APPEARED , KNOWN OR MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: 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 COMMENCING AT A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 36, FROM ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. WHICH A BRASS CAP MONUMENT MARKING THE SOUTHEAST CORNER OF THE SW '/4 OF SAID SECTION 36 BEARS S 88°43'02" E A DISTANCE OF 2662.34 FEET; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID SW '/4 S 88°43'02" E A DISTANCE OF 665.63 FEET TO A POINT; AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE LEAVING SAID SOUTHERLY BOUNDARY N 0°17'23" E A DISTANCE OF 48.00 FEET TO A POINT ON THE MY COMMISSION EXPIRES NORTHERLY RIGHT-OF-WAY OF W. USTICK ROAD AS SHOWN IN INSTRUMENT NO. 2015-081465, RECORDS OF ADA COUNTY, IDAHO, AND THE POINT OF BEGINNING; RESIDING AT THENCE CONTINUING N 0°17'23" E ALONG THE WESTERLY BOUNDARY OF SAID WARRANTY DEED PARCEL A DISTANCE OF 787.24 FEET TO A POINT MARKING THE NORTHWEST CORNER OF SAID PARCEL; THENCE N 89°51'54" E ALONG THE NORTHERLY BOUNDARY OF SAID PARCEL A DISTANCE OF 274.59 FEET NOTARY PUBLIC FOR THE STATE OF IDAHO (FORMERLY 250.00 FEET) TO A POINT MARKING THE NORTHEASTERLY CORNER OF SAID PARCEL ON THE WESTERLY BOUNDARY OF WOODBURN WEST SUBDIVISION NO. 2 AS SHOWN IN BOOK 111 OF PLATS ON PAGES 16040 THROUGH 16044, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG SAID WESTERLY BOUNDARY OF WOODBURN WEST SUBDIVISION NO. 2 THE FOLLOWING DESCRIBED COURSES; THENCE S 14°45'42" E ALONG THE EASTERLY BOUNDARY OF SAID PARCEL A DISTANCE OF 356.68 FEET TO A POINT; THENCE CONTINUING ALONG SAID EASTERLY BOUNDARY S 81°01'42" E A DISTANCE OF 125.46 FEET TO A POINT; THENCE LEAVING SAID WESTERLY BOUNDARY OF WOODBURN WEST SUBDIVISION NO. 2 AND CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID PARCEL S 0°02'28" W A DISTANCE OF 434.45 FEET TO A POINT ON SAID CERTIFICATE OF SURVEYOR NORTHERLY RIGHT-OF-WAY OF W. USTICK ROAD; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY N 88°43'02" W A DISTANCE OF 493.18 FEET TO THE POINT OF I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE BEGINNING. — 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 AND ACCURATELY THIS PARCEL CONTAINS 7.58 ACRES MORE OR LESS. REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. 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 pNp,L LANpSG ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR �G1ST£,Q� ,PL ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID 0 O F� USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. CLINTON W. HANSEN a 1 1 1 18 0 IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20_. PLS 11118 0 -Y oP0 FOF � �5 CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY QN W NP BY MANAGER o I o j Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 20-43 SHEET 2 OF 3 TETHEROW CROSSING SUBDIVISION 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 L � . o I tiiq'.5mAm' 0 jrj_S 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. 20-43 SHEET 3 OF 3 Issue Description Date ISSUE 2-1-7-21 FLAN7 5CoHEr%LE OF .1 (REFERENCE SHT LS) � � C. r MA T C H L I N E L2 SYM COMMON NAME EVERGREEN TREES ?. , 1 -5 M A T C NS COLUMNAR NORWAY SPRUCE00 8-3 0 I —5 \ 8-6 VP VANDERWOLFS FINE ifs 653- i 1 �_EXISTING FENCE U WW WEEPING WHITE SPRUCE s(TYP) � SHADE TREES (GLASS III) s — RO NORTHERN RED OAK SHADE/STREET TREES (GLASS II) 2-5 I � 9-5 I 9— HL SKYLINE HONEYLOGUST 6 9— > 1 - Q LU> I ORNAMENTAL TREES (GLASS 1) = a AM FLAME AMUR MAPLE S 6' SOLID VI YL M — — — — — — — — — — s GP GHANTIGLEER PEAR —PERI MITER NGE — — PF PRA I RI F I RE GRABAPPLE SEE DT� 4, S L3 (TYP) s Z 1 3—5 I g_5 I 10—6 SHRUBS/ORNAMENTAL GRASSES/PERENNIALS JENSENBELTS 1 0— 1 I GB CRIMSON RUBY BARBERRY ASSOCIATES 1 I I 6' SOLID VINYL GR RED FLOWER CARPET ROSE s s 00 PERIMETER FENGE FY SHOWOFF FORSYTHIA SEE DTL 4, SHT L3 _ _ H6 HENRY'S GARNET SWEETSPIRE Site Planning _ — TYPT KF KARL FOERSTER 6RAS5 Landscape Architecture — — s s ry RS RUSSIAN SAGE Ste 130 o I 1509 Tyrell Lane, SM SLOWMOUND MU60 PINE 1 1 —3 1 I 4-5 I I Ph. (208)h343371175 7—5 I 1 1 —6 SW SUMMERW I NE N I NEBARK ZC ZABRE6 GOREOPSIS www.jensenbelts.com 6' VINYL LATTICE M s `l TOP FENGE ADJAGENT — — — — — — " — — — — W W TO COMMON AREAS v' SOD W y W SEEDED s VISION s LAWN W W W W W W UNMOWN GRASS SEE DTL 5, SHT L3 (TYP). � TRIANGLE 12-3 5-5 I � 6_5 (T*'P) 12-6 GONNEGTION \ 1 OS \ AL0N6I PERIMETER NYL GE GP PATHWAY (TYP) / PROPERTY LINES (TYP). \ SEE DTL 4, SHT L3. B — — — — — — — — � — — — — 8W 8W 8W 6 VINYL LATTICE TOP FENGE s \ 8W 8W 8W 8 a X X X ADJAGENT TO COMMON AREAS. 5-KF ®®® ® ® _ W. SANTIA 0 ST. -GB 6-KF 6_ F o o _ — S 8S (TYP). SEE DTL 5, SHT L3. - g 8 W I M � 0 1 4— 3-GR EXISTING FENGE G e z Top 7tTRA NS — — (TYP)T— U) Z CD 13. Q \ J 1 —1W NOTE5 O � Q 1 00 15—3 I. REFER TO SHEET L3 FOR PLANT SCHEDULE, Q V 6—3 17—3 18—3 20 3 = LANDSGAPE NOTES, LANDSCAPE � FENG I N6 Q 6' SOLID VINYL- 21 —3 2-3 I � � 2-4 3-4 DETAILS, AND CALCULATIONS. PERIMETER FE I 0 1 I 1 SEE DTL 4„SHT L3 (TYP) �1 LANDSAPE 3- 2. REFER TO SHEET L4 FOR ALL LANDSCAPE Z Z -HG I -N5 I 12-FY I -BUFFER (TYP) I AND PERFORMANGE IRRIGATION Q a I 6-KF SPEC I F GATI ON REG2U I REMENTS. Q Q J 3-G I-HG I- I- I-NS - I-HG 2-GB 1 2-GP GR 3-GB 3-G� -GB 3-R5 — 2- S -6 3-GB I-NS 3-G 3-GB 2-GB -KF I-H6 4P1 - 1 s - G I-NS s s 6-SM 5- G 7-GB 5_GB O Q 4P1 - PI 4 PI 6 ZG 5 RS W S -PF 2-GP 4-GR _ J 2 1.-GP 1-PF SOD LAWN (TYP) `FI 2-GP gl-PF I_PF °IIp Z - INV=2571.91 F— LL W. U S TI C K R D. O UMENT W IG W W W WWl N W W W W KEY MAP Job Number 2077 c �- Drawn Checked _..... .. JJN KCS - Scale AS SHOWN Sheet Title NORTH =_ -� ~ 4 LANDSCAPE 0' 30' 60' 90' PLAN SCALE 1" = 50' OWNER ENGINEER — — —_ Sheet Number HAYDEN HOMES IDAHO, LLC ERICKSON CIVIL, INC. T ROSS ERICKSON, P.E. C.0 ERIC SCHECK j } � a L1406 N MAIN ST. 6213 N CLOVERDALE RD, STE 125 - a 1 -MERIDIAN, IDAHO 83642 BOISE, IDAHO 83712 _-___--__-_--_._-__._- _- "_-N 1 of 4 Sheets Issue Description Date ISSUE 2-1-7-21 I I IW • I I to I 19 I I . T P PLANT 5CHE:;�UL.ETOE TOE TOEE.OroP I I 6i • W • W W W (REFERENCE SHT L3) �� '' . 4 P 4 P W W W W W W 5YM COMMON NAME s s s _ p RETAIN P OTEGT W W W i EVER6REEN TREES EXISTING 6ETATION z W W W / 4-GR W W W NS COLUMNAR NORWAY SPRUCE s (TYP) VF VANDERWOLFS PINE rif G53S I4 I CP W W WW WEEPING WHITE SPRUCE a 55— � �}�r11111Ut►�ti� I � �� S/ ' SHADE TREES (GLASS III) 5-2 4-2 3-2 2—2 — \^I0 " i8 ss RO NORTHERN RED OAK I-HL \ VV i \3-GR ' , `�8 5S SHADE/STREET TREES (GLASS 11) 2-R5 a SS � / HL SKYLINE HONEYLOGUST 41 ORNAMENTAL TREES (GLASS 1) / AM FLAME AMUR MAPLE GP CHANTICLEER PEAR W PF PRAIRIFIRE GRABAPPLE M B�S�• W W ` W W W 5HRUB5/ORNAMENTAL CGRA55E5/PERENNIALS JENSENBELTS _ _ _ _ _ _ _ "" o oOQQ�� M W W W W W GB GRIM50N RUBY BARBERRY ASSOCIATES 8 Y` W W W GR RED FLOWER CARPET ROSE 8W _ S 1- M W W. SEEDED UNMOWN % FY SHOWOFF FORSYTHIA Site Planning PETWASTE _ 2-F GRASS (TYP) HG HENRYS GARNET SWEETS PIRE 5EELandscape ArchitectureSTOAN. KF KARL FOERSTER GRASS DTL 6, SHT L3 � 2-R5 W �W "" RS RU551 AN SAGE SM SLOWMOUND MUGO PINE 1509 Tyrell Lane, Ste 130 — — — — — — \Y15ION \ 4-FY W W W EXISTING TREES TO REMOVED SW SUMMERWINE NINEBARK Boise, Idaho 83706 TRIAN6L \ 4 W Ph. (208) 343-7175 SEE NOTE #q C�AND ZG ZABRE GOREOPSIS (TYP) 2—6 ' W W W LANDSGAPE GALGULATION5. www.jensenbelts.com \ W w - 4 W W W W �� SHT L3 (TYP) I-S 2-KF 3-FY \ I-N5 W J W W WW W ,_ SOD WWWSEEDED 3 I-H 3 6 LANNUNMONN RASS -FY 3-Z 1-51 INYL L�TTIGE T P FENGE G 4-6 AD I TO COMMON 16" A AS SEI DTL 5, 514T L3 1-5pqLLI W W r3 > (TYP�. -R5 4-FY W 6 SOLID VINYL FENCE \III W 42--SRW R 2-WW - I-N 5 WW A ONG PERIMETER2-R5 I-SM PROPERTY LINES (T YP).3-KF 4-GR GHR _ 2-FYI H 3-R5 I _ �� + SEE DTL 4, SHT L3. 2—3 . I-AM I-5M " ® W W W 2-5W S -GB n W W W W 3-FY S 6 VINYL LATTICE TOP FENCE Z 3-GR "' \ W W X X —X ADJACENT TO COMMON AREAS. W W W W W W (TYP). SEE DTL 5, SHT L3. GLUSTER MAILBOX 00 I , SOD 3—3 PAD I-RO _AN, W W W I _ W W W W W GONNEGTI ON � � - �t � , "LAWf� ; EXISTING FENCE IRO (TYP' W NEIGHBOR N6O (TYP) Z o I-AM W PATHWAY SYSTEM / a o S 2-WW W (TYP) / J -HL • v,1 - � S PLAYGROUND 4 SEATING AREA I',o I W EXI5TI1�TREES TO REMAIN — W 6- 3 RS W W 5.. AS POSSIBLE NOTE5 LE ADJACENT TO 00 a 4-3 O I I 3 HCG 3-HG 1-SW W J�W W 1 D I TGH TILE. AREA TO BE Q I \ I 3-R5 UN15ER-5EEDED WUNMOWN 1. REFER TO SHEET L3 FOR PLANT SCHEDULE, Q V 4-GR I 3- W W W W W GRASS FOR MINIMAL LANDSCAPE NOTES, LANDSCAPE $ FENGINO 3 - D I STURBANGE (TYP) CD 3-FY - W W 'i'` DETAILS, AND CALCULATIONS. 0 � rn S I i I�r II II i I I - R 2 �sW' W W W.WW=W W W_ W W W W W g• W W W W 2. REFER TO SHEET L4 FOR ALL L A NDSGAPE O ZQ Z 00 5-6 —6 AND PERFORMANCE IRRIGATION 5-3 SPECIFICATION REOUIREMENTS. iEXISTING FENCE � �(TYP) I— w —SWLAWN -SM -SM Q W (TYP , W W ' 00 + ppE COVERED a W (1) 6-3 C if y J W W W W W TRP� O W W • • W W W -0 ® W z W \ W W - - - - Old U I-RO 8 W 8 W 8 W -5W F'r 4-R5 UL W 0 STAKE ST. 6-GR 1-5W =ZG 4-R5 7-3 I 12 SD o a� 7-6 rn o S MATCHLINE L2 4F��l 4P� — s, MATCHLINE L1 \ KEY MAP Job Number 2077 �- �- Drawn Checked _..... .. JJN KCS - Scale AS SHOWN Sheet Title NORTH �~ LANDSCAPE 0' 30' 60' 90' - r .. PLAN SCALE I" = 30' : 1 : L - OWNER ENGINEER I' — �- Sheet Number HAYDEN HOMES IDAHO, LLC ERICKSON CIVIL, INC. T C.0 ERIC SCHECK ROSS ERICKSON, P.E. } a� 1406 N MAIN ST. 6213 INCLOVERDALE RD, STE 125 L 2 - --- - - I � I -- MERIDIAN, IDAHO 83642 BOISE, IDAHO 83712 _-_------------ ----- - ° 2 of 4 Sheets Issue Description Date ISSUE 2-17-21 6' O.G. POST GAP PLANT 5CHEI;�UL.E � I Y2" x 5 Y2" RAIL '/8" x 6" VINYL SYM COMMON NAME BOTANIGAL NAME SIZE PICKET PANELS EVERGREEN TREES " " CEDAR STAKE, 2 PER TREE. NS COLUMNAR NORWAY SPRUCE PIGEA ABIES 'GUPRESSINA' 6-8' HT B4B 8' x 2 x 2 � �� II~��Ittr11 SET STAKES PARALLEL TO PREVAILING WW WEEPIN6WWH TE SPRUCE PIGEA 6LAGUA PENDU RAWOLFS' 6-8' HT BBB �, t C. E rf�fi� WIND. SECURE WITH RUBBER GINGH TIES. DO NOT PENETRATE ROOTBALL. SHADE TREES (GLASS III) S SEE NOTE 3. RO NORTHERN RED OAK QUERGUS RUBRA 2" GAL B,$B � ftb ROOT GROWN TO BE 1-2" SHADE/STREET TREES (GLASS 11) b ;15 ` `F ABOVE FINISH GRADE. HL SKYLINE HONEYLOGUST 6LEDITSIA TRIAGANTHOS INERMIS 'SKYGOLE' 2" GAL BI$B TRUNK FLARE MUST BE VISIBLE � 5„ x 5 SQ POST ��I; IN PLANTING BEDS: ORNAMENTAL TREES (GLASS 1) 5-0" MIN MULGH AS SPEGIFIED. - AM FLAME AMUR MAPLE AGER GINNALA 'FLAME' 6-8' HT. MULTI-STEM BRUSH AWAY FROM TRUNK. GP GHANTIGLEER PEAR PYRUS GALLERYANA 'GLEN'S FORM' 2" GAL B4B FERTILIZER TABS AS SPEGIFIED PF PRAIRIFIRE CRABAPPLE MALUS 'PRAIRIFIRE' 2" GAL B4B SNIP BASKET 4 SHRUBS/ORNAMENTAL 6RASSES/PERENNIAL5 TURN BACK BURLAP 1/3. FOOTING PER MF6 RECOMMENDATIONS GB CRIMSON RUBY BARBERRY BERBERIS THUNBER611 'GRIRUZAM' 3 GAL 2 -O Mt I=III=III=III=I I BAGKFILL W/ TOPSOIL MIX GR RED FLOWER CARPET ROSE ROSA 'FLOWER CARPET- NOARE' 2 GAL — — — I AS SPEG'D � TAMP LOOSELY NOTES: .III- FY SHOWOFF FORSYTHIA FORSYTHIA x I NTERMED I A M I NDOR 5 GAL IN 4"-6" LIFTS H6 HENRY'S GARNET SWEETSPIRE ITEA VIR&INIGA 'HENRY'S GARNET' S GAL I. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 2 x BALL DIA. KF KARL FORRSTER GRASS GALAMA&R05T15 x AGUTIFLORA 'K.F.' I GAL JENSENBELMS 2. VINYL FENCE STYLE MAY VARY SLIGHTLY. R5 RU55I AN SAGE PEROVSK I A ATRI PL I G I FOL I A 5 GAL 3. SAND COLOR SM SLOWMOUND MU60 PINE PINUS MUC70 'SLOWMOUND' 3 GAL ASSOCIATES NOTES: SW SUMMERW I NE N I NEBARK PHYSOGARPUS OPUL I FOL I A 'SEWARD' S 6AL I. REMOVE ALL TWINE, ROPE, OR BINDIN65 FROM ALL TRUNKS. ZG ZABRE6 G0RE0P515 GOREOP515 'ZA6REB' I GAL 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/3 OF ALL ROOT BALLS AFTER Site Planning PLANTING. IF SYNTHETIC, WRAP/BURLAP IS USED, IT MUST BE COMPLETELY REMOVED. !� V I N'I'L PR I VAG'I' FENGE Landscape Architecture 3. STAKING OF TREES TO BE THE G0NTRAGT0R'5 OPTION; HOWEVER, THE GONTRAGTOR IS W W W RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN NOT TO SCALE SOD W W SEEDED 1509 Tyrell Lane, Ste 130 STRAIGHT FOR A MIN OF I YEAR. ALL 5TAKIN6 SHALL BE REMOVED AT THE END OF LAWN W W W W W W UNMOWN GRASS Boise, Idaho 83706 THE I YEAR WARRANTY PERIOD. Ph. (208) 343-7175 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. www.jensenbelts.com POST 6 V I NYL LATT I GE TOP 6 SOLID VINYL FENGE W/ GAP 71 Y2" O.G. TOP RAIL FENGE ADJAGENT ALONG PERIMETER EXISTING FENGE TREE PLANTI NCB/STAK I N6 TO COMMON AREAS (TYP). PROPERTY LINES (TYP). (TYP) NOT TO SCALE SEE DTL 5, THIS SHT. SEE DTL 4, TH 15 SHT. OPEN LATTICE TOP cv (50% OPEN VISION) PER MERIDIAN CITY UDC, I I-3A-7A.7 � BOTTOM 4 CENTER RAIL 1. ALL PLANTING AREAS SHALL BE INSTALLED BE IN AGGORDANGE WITH CITY OF MERIDIAN CODE. REFER TO SHEET L4 - SPEC, SEGTION 32 c10 00 - LANDSGAPE 5PEGIFIGATI0N5. IN PLANTING BEDS: PANELS 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. REFER TO MULGH AS SPEGIFIED. SHEET L4 - SPEC, SEGTION 32 84 00 - IRRIGATION PERFORMANGE 5PEGIFIGATI0N5. BRUSH AWAY FROM STEM. 3. LOGATE AND PROTEGT ALL UTILITIES DURING GONSTRUGTION. Z X 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-FOOT GLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUGTURES, (D a _ OR FAGILITIES IN PARKSTRIPS. SEEPAGE BEDS MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING J III II =I= THE GONSTRUGTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR a :II II II Ii KEEP GROUND LINE SAME AS NURSERY. ADJAGENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXGEED 18" IN DIAMETER. NO LAWN SOD TO Z TURN BACK BURLAP, TOP I/3 OF BALL. FOOTING PER MF6 W RECOMMENDATIONS BE PLACED OVER DRAINAGE SWALE SAND WINDOWS. O O 13.FERTILIZER TABS AS SPEGIFIED NOTES: 5. NO TREES SHALL IMPEDE THE 40' VISION TRIAN6 E AT A INTERSEGTI0N5. NO GONIFEROUS TREES OR SHRUBS O LL L ALL — Q PLANTING SOIL AS PER SPEGS. I. FENGE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. OVER 3' HIGH AT MATURITY WILL BE LOCATED WITHIN SIGHT TRIANGLE OR AGHD ROW. AS TREES MATURE, THE Q U 2. V I NYL LATTICE FENGE STYLE MAY VARY SL 1 GHTLY. OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS FOR MA I NTA I N I N6 Q CD 5. SAND COLOR. GLEAR VISIBILITY WITHIN 40' STREET VISION TRIANGLE. V — o NOTE: DIG HOLE TWICE THE SIZE OF ROOTBALL. 6. TREES SHALL BE PLANTED NO GLOSER THAN 50' FROM INTERSEGTION STOP 516NS. > Z Z — Qa 7. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5' OF in J WATER METERS OR UNDERGROUND UTILITY LINES. V I NYL LATT I GE TOP FENGE 8. PLANT LIST IS SUBJEGT TO SUBSTITUTIONS OF SIMILAR SPECIES DUE TO PLANT MATERIAL AVAILABILITY. BURLAP 0 ED Q 2 SHRUB PLANT I N6 W NOT TO SCALE AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. D J NOT TO SCALE a cf. THERE ARE SIX (6) TREES TO BE REMOVED. SEE LANDSCAPE GALGULATIONS FOR MITIGATION REQUIREMENTS. W J = a Z PET WASTE STATION TO BE DOC71POT (1-800-364-7(b81) _ LL ALUMINUM DOCAPOT PET STATION MODEL #1003-L OR LAN:;)5CAFE CALCULATION5 APPROVED EQUAL. FINISH ON TRASH REGEPTAGLE TO BE BLAGK LOCATION BUFFER WIDTH LENGTH REQUIRED PROVIDED (#1206BLK-L) W. USTIGK RD. 11.5' 446' / 55' = 13 TREES 20 TREES QUANTITY: ONE (1) TURF 8" MULCH LOCATIONS: IN DOG PARK AREA - AS SHOWN ON PLAN COMMON AREA 41,560 / 8,000 = 6 TREES 23 TREES PER SPEC, TOTAL NUMBER OF TREES: Icf TREES 45 TREES GLASS I TREES PROVIDED ADJAGENT TO W. USTIGK ROAD DUE TO OVERHEAD POWER LINES. Job Number 2077 1411 GOLOR NOT I I =�I �j REPRESENTATIVE EIGHTEEN (18) TREES ARE TO BE RETAINED IN THE USER'S DITCH DRAIN ADJAGENT TO THE =III- WEST PROPERTY LINE. 25a.5 CALIPER INCHES WILL BE RETAINED. o=IIII I;I I i iI I I—III—III—III- FINISH TO BE Drawn Checked 1—III— I I III _ 1Ti� I III—III- POWDERGOATED SIX (6) TREES ARE TO BE REMOVED AS VERIFY BY THE MERIDIAN G I TY FORESTER. A I II III ' '_III BLACK MIT16ATI0N TOTAL OF 14q CALIPER INCHES. 48 CALIPER INCHES WILL BE MITIGATED FOR JJN KCS FINISH GUT EDGE TOP SOIL ON-SITE WITH TREES PROVIDED BEYOND THE MINIMUM REQUIREMENTS. Scale AS SHOWN GRADE Sheet Title LANDSCAPE PLANTER GUT BED ED6E ( PET WASTE STATION PLAN NOT TO SCALE NOT TO SCALE OWNER ENGINEER Sheet Number HAYDEN HOMES IDAHO, LLC ERICKSON CIVIL, INC. C.0 ERIC SCHECK ROSS ERICKSON, P.E. 1406 N MAIN ST. 6213 N CLOVERDALE RD, STE 125 L3 MERIDIAN, IDAHO 83642 BOISE, IDAHO 83712 3 of 4 Sheets SECTION 32 90 00- LANDSCAPE WORK 1.8 SPECIAL PROJECT WARRANTY 3.3 PREPARATION FOR PLANTING LAWNS 3.9 MAINTENANCE 2.4 VALVING A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. A.After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to a A. Begin landscape maintenance immediately after planting. Maintenance shall continue until A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, Issue PART 1 - GENERAL B. Warranty trees and shrubs,for a period of one year after date of substantial completion, against minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. Remove sticks, Project Final Acceptance. threaded connection with cross type handle designed to receive operating key. defects including death and unsatisfactory growth, except for defects resulting from neglect by roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted promptly after B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for B. Automatic circuit valves: high impact plastic with corrosion-resistant internal Description Date 1.1 RELATED DOCUMENTS Owner, abuse or damage by others, or unusual phenomena or incidents beyond Landscape preparation. healthy growth. Restore planting saucers. Tighten and repair stake and guy supports and parts. Low power solenoid control, normally closed, with manual flow ISSUE 2-1-7-21 A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Installer's control. 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, grades, and reset trees and shrubs to proper grades or vertical position as required. Restore or replace adjustment; same manufacturer as control unit. Division 1 Specification Sections. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during warranty elevations shown, after light rolling, addition of amendments, and natural settlement. Place damaged wrappings. Spray as required to keep trees and shrubs free of insects and 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber period. Make replacements during growth season following end of warranty period. Replace trees approximately 1/2 of total amount of topsoil required. Work into top of loosened subgrade to create a disease. valve if not connected to potable water. 1.2 SUMMARY and shrubs which are in doubtful condition at end of warranty period; unless, in opinion of Architect, transition layer and then place remainder of planting soil. Add specified soil amendments as required and C. Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations 2. Drip Control Zone Kit: Hunter PCZ-101. A. This Section includes provisions for the following items: it is advisable to extend warranty period for a full growing season. mix thoroughly into upper 4 inches of topsoil. such as tolling, regrading and replanting as required to establish a smooth, acceptable lawn, C. Quick coupler valve: brass or bronze construction with hinged top. One per zone 1. Trees. free of eroded or bare areas. or valve grouping. 2. Shrubs; Ground cover. 3.4 PREPARATION FOR SEEDING D. Maintain lawns for no less than period stated above, or longer as required to establish D. Manual drain valves: 3. Lawns. PART 2- PRODUCTS A. Loosen subgrade of areas stripped of topsoil to a minimum depth of 4 inches. Remove stones measuring acceptable lawn. If seeded in fall and not given full 60 days of maintenance before Final 1. Bronze construction, straight type, 150 pound class, threaded connections, 4. Topsoil and Soil Amendments. over 1-1/2 inches in any dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit Acceptance, or if not considered acceptable at that time, continue maintenance the following with cross type operating handle designed to receive operating key. Calco, 5. Miscellaneous Landscape Elements. 2.1 TOPSOIL preparation to areas which will be planted promptly after preparation. spring until acceptable lawn is established. Champion 100, or approved equal. 6. Initial maintenance of landscape materials. A. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil shall be 1. Spread topsoil mix to required depth to meet lines, grades, and elevations shown, after light rolling and 2. Size: 3/4 inch. ��11>4111fr## # B. Related Sections: The following sections contain requirements. fertile, friable, natural loam, surface soil, reasonable free of subsoil, clay lumps, brush, weeds, natural settlement(where required). Topsoil shall be 6"deep minimum in all seeded areas. 3.10 CLEANUP AND PROTECTION ��►�� Cc)F ./ 1. Underground sprinkler system is specified in Section 32 84 00- Irrigation roots, stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic matter 2. Place approximately 1/2 of total amount of topsoil required. Work into top of loosened subgrade to create A. During landscape work, keep pavements clean and work area in an orderly condition. E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. ����� �i� harmful to plant growth. a transition layer and then place remainder of planting soil.Add recommended nutrients, fertilizers and B. Protect landscape work and materials from damage due to landscape operations, operations F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). `I � 1.3 QUALITY ASSURANCE 1. Contractor shall send a minimum of three (3) representative topsoil samples for testing. See 1-1/2"thickness of specified compost over entire area and mix thoroughly into upper 4 inches of topsoil. by other contractors and trades, and trespassers. Maintain protection during installation and G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. A. Subcontract landscape work to a single firm specializing in landscape work. testing requirements below. Contractor is responsible for whatever soil additives are B. Fine grade areas to smooth, even surface with loose, uniformly fine texture. Roll, rake, and drag areas, maintenance periods. Treat, repair, or replace damaged landscape work as directed. H. Air Relief Valve: Netafim Model TLAVRV, B. Source Quality Control: recommended by the tests. Submit to Architect for approval. Compost will be added to other remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to areas which can � ice- 1. General: Ship landscape materials with certificates of inspection required by governing additives and added regardless of test results. be planted immediately after grading. 3.11 INSPECTION AND ACCEPTANCE 2.5 MISCELLANEOUS 0*dv I� authorities. Comply with regulations applicable to landscape materials. B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is fertile, C. Moisten prepared areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry A. When landscape work is completed, including maintenance, Architect will, upon request, A. Chemicals: primer and solvent glue as required by pipe manufacturer. re 6535 N 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof of friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other before planting. Do not create a muddy soil condition. make an inspection to determine acceptability. B. Valve box- high impact plastic, green in color. 1� non-availability to Architect, with proposal for use of equivalent material. litter, and free of roots, stumps, stones larger than 1 inches in any dimension, and other extraneous D. Restore areas to specified condition, if eroded or otherwise disturbed, after fine grading and prior to planting. B. When inspected landscape work does not comply with requirements, replace rejected work C.Valve cover and frame-compatible with valve box with provision for locking. X.O. 3. Analysis and Standards: Package standard products with manufacturer's certified analysis. For or toxic matter harmful to plant growth. E. Maintain and protect all surfaces from wind and water erosion until final acceptance. and continue specified maintenance until reinspected by Architect and found to be D. Drainage backfill -clean gravel or crushed stone, graded from 3" max to 3/4" min. #l1ljl i �\ other materials, provide analysis by recognized laboratory made in accordance with methods 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project site. acceptable. Remove rejected plants and materials promptly from project site. established by the Association of Official Agriculture Chemists, wherever applicable. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth of not less 3.5 PREPARATION OF PLANTING BEDS PART 3- EXECUTION 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, size, than 4 inches. Do not obtain from bogs or marshes. A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or similar END OF SECTION genus, species, and variety shown and scheduled for work complying with recommendations 2. Composition: Topsoil shall contain from 1 to 20% organic matter as determined by the Organic equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove stocks, stones, 3.1 GENERAL and requirements of ANSI Z60.1 "American Standard for Nursery Stock". Provide healthy, Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey Investigation Report No. rubbish, and other extraneous matter. SECTION 32 84 00- IRRIGATION (PERFORMANCE) A. Install system to provide for adequate protection against freeze damage. vigorous stock, grown in recognized nursery in accordance with good horticultural practice and 1. Maximum particle size, 3/4-inch, with maximum 3% retained on 1/4-inch screen. B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and elevations shown, B. Install system in accordance with approved Contractor design drawings.All free of disease, insects, eggs, larvae, and defects such as knots, sun-scald, injuries, abrasions, Other components shall conform to the following limits: after light rolling and natural settlement. Add 1 1/2 inches of specified compost over entire planting area and PART 1 -GENERAL deviations from the plans must be approved, and clearly recorded on record drawing. or disfigurement. pH 6.5 to 7.5 mix thoroughly into upper 6 inches of topsoil. Place approximately 1/2 of total amount of planting soil C. Install system and components in strict accordance with manufacturer's 5. Label at least one tree and one shrub of each variety with attached waterproof tag with legible Soluble Salts 600 ppm maximum required. Work into top of loosened subgrade to create a transition layer, then place remainder of the 1.1 CONDITIONS AND REQUIREMENTS: recommendations. designation of botanical and common name. Silt 25-50% planting soil. A. General and Supplementary Conditions, and Division 1 General Requirements. D. Install quick coupler(s)on main supply line, approximately equal spacing, at a. Where formal arrangements or consecutive order of trees or shrubs are shown, select stock Clay 10-30% C. Apply Pre-Emergent per manufacturer's recommendation. valve box locations or intervals of approximately 200 feet, whichever is greater. for uniform height and spread. Sand 20-50% 1.2 SUMMARY Locate adjacent to paved surfaces, at valve boxes where practical. 6. Inspection: The Architect may inspect trees and shrubs either at place of growth or at site before 3. Contractor shall submit representative soil report on imported topsoil proposed for use for 3.6 PLANTING TREES AND SHRUBS A. Work included: planting, for compliance with requirements for genus, species, variety, size, and quality. approval. Report shall meet standards below. Contractor is responsible for whatever soil A. Set balled and burlapped (B&B)stock on layer of compacted planting soil mixture, plumb and in center of pit 1. Provide and install a complete and operating automatic irrigation system for all lawn and 3.2 SURFACE CONDITIONS JENSENBELMS Architect retains right to further inspect trees and shrubs for size and condition of balls and root additives are recommended by the test. Compost will be in addition to other additives and or trench with top of ball at same elevation as adjacent finished landscape grades. Remove burlap from planting areas. A. Examine the areas and conditions under which work will be performed. Notify ASSOCIATES systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at added regardless of test results. sides of balls; retain on bottoms. When set, place additional backfill around base and sides of ball, and work 2. Connect to main water supply at existing site stubout as provided. Contractor of conditions detrimental to timely and proper completion of Section any time during progress of work. Remove rejected trees or shrubs immediately from project each layer to settle backfill and eliminate voids and air pockets. Place fertilizer tablets in excavated area per 3. Sleeving under paved areas(by others) work. Do not proceed until unsatisfactory conditions are corrected. site. C. Soil Testing manufacture's written instructions. When excavation is approximately 2/3 full, water roughly before placing 4. Obtain and pay for all permits and fees for the work of this section. B. Locate all underground utilities and structures and notify Architect of any Site Planning 1. Soil tests are required for this project(see above for requirements). Test shall be provided as remainder of backfill. Repeat watering until no more is absorbed. Water again after placing final layer of 5. Perform work on a design/construct basis, subject to the requirements of the Contract conflict with Section work. Protect structures and utilities. Repair or Landscape Architecture 1.4 SUBMITTALS follows: backfill. Remove all ties from around base of trunk. Documents, applicable codes, and good design practice. replace said structures or utilities damaged by this work at no cost to the Owner. A. General: Submit the following in accordance with Conditions of Contract and Division 1 a. Provide certified analysis at time of sample submitted (three samples imported topsoil). B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 sides with an 6. Winterization of system. 1509 Tyrell Lane, Ste 130 Specification Sections. Amend soils per chemist's recommendations and as herein specified unless otherwise approved can cutter and remove can; remove bottoms of wooden boxes after partial backfilling so as not to 3.3 SLEEVING Boise, Idaho 83706 B. Plant and Material Certifications: approved by Architect. damage root balls. 1.3 SUBMITTALS A. Sleeving installed by others. Coordinate with other trades. Ph. (208) 343-7175 1. Certificates of inspection as required by governmental authorities. 2. Test shall include, but not limited to recommendations on chemical distributions, organic C. Trees planted in turf area: Remove turf 3'dia around tree trunk. Dish top of backfill to allow for mulching. A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. contents, pH factors, and sieve analysis as necessary. Test#1T by Western Laboratories D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into top of 1. Manufacturer's printed product information and catalog cut sheets for all system components; 3.4 TRENCHING AND BACKFILLING www.jensenbelts.com 3. Label data substantiating that plants, trees, shrubs and planting materials comply specified (1-800-658-3858) is required. backfill and finish level with adjacent finish grades. five copies. A. Trenching and backfilling shall be per applicable ISPWC Section. requirements. 3. Contractor is responsible for whatever soil additives are recommended by the soil testing 1. Provide 3 inches thickness of mulch. B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout B. Cut trenches straight and without abrupt grade changes to allow the following 4. Seed vendor's certified statement for each grass seed mixture required, stating botanical and laboratory. E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an adequate and details illustrating location and type of head, type and size of valve, piping circuits, circuit minimum cover: common name, percentages by weight, and percentages of purity, germination, and weed seed 4. Contractor shall coordinate, obtain and pay for all soil tests. film over trunks, branches, stems, twigs and foliage. GPM, pipe size, controls, and accessories. 1. Main Lines and Sleeving: 18 inches. for each grass seed species. 5. If regenerative noxious weeds are present in the soil, remove all resultant growth including roots F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune trees to C. Record Drawings:At completion of this work, submit to the Contractor: 2. PVC Laterals: 12 inches. C. Mulch: Submit 1 gal bag of mulch sample for approval. throughout one-year period after acceptance of work, at no cost to Owner. retain required height and spread. Unless otherwise directed by Architect, do not cut tree leaders, and 1. Record Drawings; reproducible and five prints. C. Surround lines with 2 inches of clean rock-free material on all sides. remove only injured or dead branches from flowering trees, if any. Prune shrubs to retain natural character. 2. Operations and Maintenance information (2 copies), including: 1.5 DELIVERY, STORAGE AND HANDLING 2.2 pH ADJUSTERS G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. a. Information including descriptive details, parts list, specifications, maintenance schedules 3.5 MISCELLANEOUS VALVES A. Seed shall be delivered to site in unopened container, with seed and inert material content clearly A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be used H. Guy and stake trees immediately after planting, as indicated. and procedures for system components. A. Install manual drain valves up stream. Install devise at mainline tap in accordance marked on outside of container. Container shall be stored on site for tally. to adjust soil pH. I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as necessary for b. Operation, adjustment of system and components instructions. with manufacturer requirements for complete operation. Install backflow provision B. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against elimination of weeds. c. Winterization procedures. and connect to controller. drying and breaking of rolled strips. 2.3 SOIL AMENDMENTS d. Schedule indicating required open valve time to produce given precipitation amounts and C. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery unless A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery(208)375-5262 and NuSoil 3.7 SODDING NEW LAWNS seasonal adjustments. 3.6 CIRCUIT VALVES otherwise approved by Architect. Do not bend or bind-tie trees or shrubs in such manner as to Compost(208)629-6912 or approved equal in equal amounts by volume. A. General: Install lawn sod in all areas designated on the drawings. e. Warranties and guarantees. A. Install in valve box, arranged for easy adjustment and removal. damage bark, break branches, or destroy natural shape. Provide protective covering during B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be B. Soil Preparation f. Submit five copies. 1. Provide union on downstream side. delivery. Do not drop balled and burlapped stock during delivery. free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as to weight, 1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a depth of 2. Adjust automatic control valves to provide flow rate of rated operating D. Deliver trees and shrubs after preparations for planting have been completed and plant manufacturer, and content. Protect materials from deterioration during delivery and while stored at eight(8) inches by approved means, then finish graded as hereinbefore described. 1.4 GUARANTEE pressure required for each sprinkler circuit. immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, site. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all 0 protect from weather and mechanical damage, and keep roots moist by covering with mulch, 1. Commercial fertilizer"A"for trees and shrubs during planting; slow release Agriform Planting D. Sod Placement defects of workmanship and materials. Within one year after date of Substantial Completion repair 3.7 PIPE INSTALLATION burlap or other acceptable means of retaining moisture. 5-gram tablets 20-10-5 type or equal. 1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod beds. Sod layers or replace all defective parts or workmanship that may be found at no additional cost to Owner. A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust Z E. Do not remove container-grown stock from containers until planting time. 2. Commercial fertilizer"B"for lawn areas, applied to bed prior to seeding or sodding, to be shall be experienced, or if inexperienced, shall be constantly supervised by an experienced foreman. B. Fill and repair all depressions and replace all necessary lawn and planting which blocks to be used at points of intersection and change of direction in main line Z F. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage to 16-16-17 applied at the rate of ten pounds per acre. The Contractor shall insure that the base immediately ahead of sod layer is moist. Sod shall be laid tight result from the settlement of irrigation trenches for one year after date of pipe as per manufacturer's recommended specifications. Install manual drains. Q rootballs during deliver, storage and handling. 3. Commercial fertilizer"C"for lawn areas three to four weeks after planting (sod)or after first with not gaps. Allowance shall be made for shrinkage. Lay sod with long edges perpendicular to primary Substantial Completion. B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, U) J mowing (seed). Organic Fertilizer Milorganite (6-0-2)type or equal. slope. C. Supply all manufacturer's printed guarantees. wipe from surface all saw chips, dust, dirt, moisture and any foreign matter a 1.6 JOB CONDITIONS C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or 2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. Stagger which may contaminate the cemented joint. Apply cleaner/primer and solvent A. Utilities: Determine location of underground utilities and work in a manner which will avoid possible pre-approved equal. Use in accordance with manufacturer's recommendation on all planting beds. strips to offset joints in adjacent courses. Work on boards to avoid damage to subgrade or sod. Tamp 1.5 QUALITY ASSURANCE cement, make joints in accordance with manufacturer's recommendations. Use 00 Z damage. Hand excavate, as required. Maintain grade stakes until removal is mutually agreed or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks between pieces; remove A. Contractor shall be licensed in the State in which this work is being performed. Teflon thread sealant(tape)at all threaded joints. W upon by parties concerned. 2.4 PLANT MATERIALS excess to avoid smothering of adjacent grass. B. Contractor shall have at least two years prior experience in projects of equal or larger scope. C.Contractor shall size pipe according to schedule provided. Flow velocities shall O j O B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, adverse A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for 3. Sod shall be rolled with a two hundred (200)pound roller after installation to insure proper contact Provide minimum of three references and list of similar projects with owners' names, addresses, not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed O a drainage conditions, or obstructions, notify Architect before planting. landscape work and complying with recommendations and requirements of ANSI Z60.1 "American between soil and sod. Final rolling must provide a uniform surface. After final rolling, the sod lawn shall and phone numbers,when requested by Owner. per zone to balance the pressure loss and provide minimum fluctuation in system cc Q C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or recondition Standard for Nursery Stock". be mowed and watered. Approval of sod lawns shall be based on uniform, healthy and vigorous growth C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and operating pressures. Q U to prior conditions at project completion. B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching with no dry or dead spots. competent in all phases of the work of this Section. Pipe Size Pipe Section Pipe Size Pipe Section 0 (n a CD D. Tree Protection: configuration recommended by ANSI Z60.1 for type and species required. Single stem trees 4. Add fertilizer"B"at the manufacturer's recommended application rate. 3/4" 0-9 GPM 1 1/2" 26-34 GPM . Q 1. Existing trees to remain should be protected before any site/demolition Tree protection area is except where special forms are shown or listed. E. Water sod thoroughly with a fine spray immediately after planting. 1.6 SYSTEM DESCRIPTION 1" 10-17 GPM 2" 35-50 GPM > Z Z defined as the area within the drip line diameter. C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number of F. Sodded Lawn Establishment A. Design requirements: 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM 2. Place protective fencing around a tree protection zone. Protective fencing should consist of a canes required by ANSI Z60.1 for type and height of shrub. 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of sod lawn 1. Minimum water coverage: Planting areas-85%, Lawn areas- 100% Q Q highly visible, physical barrier(a minimum 6-foot high, chain-link fence is recommended)to be D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. Dimensions areas until Final Acceptance of the project. 2. Layout system to obtain optimum coverage using manufacturer's standard D. Techline Drip Line: Place in shallow furrow at 1%2" below finish topsoil grade, below layer � J placed 10 ft outside the dripline of the tree(s). indicate minimum spread for spreading and semi-spreading type evergreens and height for other 2. Mowing shall be done by an approved "reel"type mower. Mower blades shall be set at two (2) inches heads. Spray on walks,walls or paved areas is not acceptable. of specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24" 3 0 o 3. Do not strip topsoil or grub under story within protection area. The tree under story to be types, such as globe, dwarf, cone, pyramidal, broad upright, and columnar. Provide normal quality high for all mowings. 3. Zoning shall be designed for optimum use of available pressure and efficient apart max). Coil 20 linear feet at each balled and burlapped tree around base and to allow 00 FE removed shall be cut instead of pulling or grubbing. Leave the soil undisturbed. evergreens with well balanced form complying with requirements for other size relationships to the 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per the distribution for types of plantings and shapes of planting areas. for tree removal if required. Staple drip line every 36" max. Flush all lines with full head O 4. Prohibit earth stockpiling, material storage, vehicle parking and traffic within tree protection primary dimension shown. Manufacturer's recommended application rate. Verify all methods of application. Contractor shall notify 4. Design pressures: Install pressure regulating equipment as necessary. of water prior to installation of flush valves at end of circuit runs. W Q area. the Architect in writing that the fertilizer applications have occurred and on what dates. 5. Provide/install approved fixed tee or coupling device for air blow winterization. E. Flush Valves: Install flush valve at end of each drip line run. cc D 2 J 5. Prohibit dumping of refuse, chemicals, other materials and puddling or running water that may 2.5 GRASS MATERIALS Location shall be on main supply line downstream from main shut off valve. a injure tree growth. A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds and 3.8 SEEDING 6. Install approved backflow prevention device in conformance with local or prevailing codes, and 3.8 SPRINKLER HEADS W W 6. Prohibit cutting, breaking and skinning of branches and roots. All pruning of branches and undesirable native grasses. Provide only sod capable of growth and development when planted A. General in approved site location. Provide for drainage without erosive damage. A. Flush circuit lines with full head of water prior to head installation. J roots is to be performed by the Arborist. (viable, not dormant). 1. Seeding for irrigated areas shall be accomplished in the spring (after March 15)or fall (before October 1) 1. Install heads at level with mulch Q 7. Prohibit skinning and bruising of bark. 1. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken of the year and/or when weather conditions are favorable for proper working of the soil and seed 1.7 EXTRA EQUIPMENT 2. Locate part-circle shrubbery heads to maintain a minimum distance of six 1: 8. No changes in grade should be made within the dripline of existing trees. pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their germination. A. In addition to installed system,furnish owner with the following: inches (6")from walls and four inches (4")from other boundaries unless Z 9. Temporary irrigation is highly recommended for all remaining trees during construction. This own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. 2. Seed shall be spread by approved mechanical (hopper or culti-packer)or hydroseed methods only. 1. Valve operating key and marker key. otherwise indicated. Keep overspray to a minimum. �_ LL system should provide adequate coverage and quantity of water during all phases of B. Provide sod composed of: Rhizomatous Tall Fescue (RTF)from the The Turf 3. Seeding shall be done only after topsoil mix placement,finish grading, adjacent construction and 2. Wrench for each sprinkler head cover type. construction. Company, Meridian, ID (208) 888-3760 or approved equal. plantings have been completed and approved by Architect. 3. Two (2)sprinkler head bodies of each size and type. 3.9 CONTROL WIRE INSTALLATION 10. Before the contractor leaves the site, all existing trees which have been damaged due to C. Unmown Grass Seed 4. Two (2) nozzles for each size and type used. A. Bury wires beside or below main line pipe in same trench. construction should be repaired/replaced at the expense of the contractor. Festuca rubra communtata Chewing Fescue 8.Olbs/acre B. Soil Preparation: Any seeded lawn area that has become compacted prior to seeding must be scarified to a B. Store above items safely until Substantial Completion. B. Bundle multiple wires together with tape at ten feet(10') maximum intervals. E. Excavation Around Trees: Festuce ovina'Covar' Covar Sheep Fescue 8.Olbs/acre depth of eight(8) inches by approved means, then finish graded as hereinbefore described. C. Deliver above items at Substantial Completion. C. Provide 36 inch loop in wires at each valve where controls are connected and 1. Where trenching is required in the vicinity of the tree, proceed as follows: Festuca longifolia Hard Fescue 8.Olbs/acre C.Seeding - Mechanical Method at 100' maximum intervals between. a. As the trench approaches the drip line of the tree, dig by hand until the roots encountered Total 24.Olbs/acre 1. Apply fertilizer at the manufacturer's recommended application rate. Thoroughly mix six(6) inches deep, PART 2- PRODUCTS D. Make all electrical joints (splices) in boxes only. Make electrical joints are two inches or larger in diameter. taking care not to incorporate subsoil into topsoil mix.After mixing is complete, remove any debris or waterproof. Scotch-Lock connectors, or approved. b.A similar trench is to be dug on the opposite of the tree and a tunnel augured under the tree 2.6 MISCELLANEOUS LANDSCAPE MATERIALS rocks over one (1) inch in size. Rake to true grade and roll for firmness. If soil is dry, lightly sprinkle prior 2.1 PIPE AND FITTINGS between the two trenches at a depth of 4 feet. A.Anti-Desiccant: Emulsion type,film-forming agent designed to permit transpiration, but retard to rolling. Grades after rolling to be approved by Architect prior to seeding. A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, 3.10 AUTOMATIC CONTROLLER c. If auguring is impractical, continue digging by hand. Carefully dig under any roots over 4 excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and mix 2. Seed Application Rate: See "Products". schedule rating, size, type. Solvent-weld type: A. Install on site as approved. Verify location with Owner Representative. inches in diameter. Do not cut main lateral roots or tap roots. in accordance with manufacturer's instructions. 3. Seed Application Method 1. Pipe: B. Install typewritten legend inside controller door. 2. Where excavating for new construction is required in soil containing the roots of the tree, hand B. Mulch: Mulch for planting beds shall be medium ground bark mulch, free of splinters, consistent in a. Using a hopper type seeder, seeding shall be done on a still day,with one-half(2)of the seed to a. Pressure lines: Schedule 40 solvent weld. excavate to minimize damage to root system. Use narrow tine spading forks and comb soil to appearance, and shall contain no toxic substance detrimental to plant life. reach area being sown in a direction at right angles to the other half. After seeding, the surface b. Lateral lines: Class 200 pvc. 3.11 TESTING expose roots. Relocate roots back into backfill areas wherever possible. If large main lateral C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or shall be lightly raked parallel to the contours such that half or more of the seed is lightly covered c. Sleeving: Class 200 pvc. A. Do not allow or cause any work of this Section to be covered up or enclosed Job Number 2077 roots are encountered, expose beyond excavation limits as required to bend and relocate redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, by soil, then rolled once with a roller weighing not less than one hundred (1 00)pounds per lineal 2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where required at valves, until it has been inspected and tested. without breaking. pliable galvanized iron wire, not lighter than 12 ga.with zinc-coated turnbuckles. Provide not less foot, and finally watered with a fine spray. risers, etc. B. Pressure testing: 3. If root relocation is not practical, cut roots approximately 3 inches back from new construction. than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, b. A culti-packer or approved similar equipment may be used to drill, cover, and firm the seed bed in 3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic"polypipe" riser. 1. Make necessary provision for thoroughly bleeding the line of air and debris. 4. Any digging or cutting that tears roots or disturbs soil beyond the grading limit is unacceptable. and size to protect tree trunks from damage by wires. one operation. 4. Solvent: NSF approved solvent for Type I & II PVC. 2. Before testing, cap all risers, and install all valves. Drawn Checked All roots larger than one inch must be cut by the Arborist. 4. After seeding, raking and rolling, lawn areas shall be covered with a one (1) inch loose layer of clean B. Polyethylene Pipe 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply JJN K CS 5. Do not allow exposed roots to dry before permanent backfill is placed; provide temporary PART 3- EXECUTION wheat or oat straw. Straw shall be kept moist until the lawn is established. Remove loose straw from 1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s)where drip tubing is not and test for leakage. Test shall be approved if no greater than 5 psi loss support and protect roots against damage until permanently relocated and covered with site. otherwise used. occurs in 15 minutes. Scale AS SHOWN backfill. 3.1 PREPARATION -GENERAL D. Seeding - Hydroseed Method 2. Fittings: Schedule 80 PVC. 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. F. Construction Pruning: A. General Contractor shall be responsible for excavating planting areas to appropriate depths for 1. No hydroseeding after a rain or when the wind exceeds five (5) miles per hour. 3. Clamps: Stainless Steel. Inspect for leakage. Sheet Title 1. Hire an Arborist certified by the International Society of Arboriculture. Where roots have been placement of topsoil as specified herein. 2. Use only where slopes exceed 5:1. C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18" spacing. 5. Contractor shall provide all required testing equipment and personnel. Test cut, Arborist shall prune the tree to compensate for root loss and prune any low limbs which B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and 3. Spray the mixture of water, seed, mulch and commercial fertilizer evenly over the planting area. shall be performed in presence of Architect. Contractor shall make notice may interfere with construction activities. Compensate in approximate direct proportion to root outline areas and secure Architect's acceptance before start of planting work. Make minor E. Seeding Areas Establishment 2.2 SPRINKLER HEADS of test(48) hours in advance. LANDSCAPE loss. Do not use any sort of paint or dressing on wounds or pruning cuts. Root pruned and adjustments as may be required. 1. The Contractor shall be responsible for the first mowing and subsequent mowings, watering and A. Description:Appropriate for application in throw, pressure and discharge. Each 6. Provide required testing equipment and personnel. construction pruned tree shall be fertilized by the landscape contractor by broadcasting sulfur fertilizing of seeded areas until Final Acceptance of the project. Subsequent mowings shall be the type of head shall be of a single manufacturer. Lawn heads: pop-up type. 7. Repair leaks, and retest until acceptance by the Architect. PLAN coated area 38-0-0 at the rate of 5 1/4 lbs. Per 1,000 square feet(2 lbs. N.)Over the root 3.2 PREPARATION OF PLANTING SOIL Owner's responsibility. B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. C. Coverage inspection: upon completion of all systems, perform a coverage test zones of the trees. A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous 2. First mowing shall be done when lawn areas are well established; when germination approaches ninety to determine if coverage of water afforded all areas is complete, adequate and materials harmful or toxic to plant growth. percent and height exceeds two and one-half(2 1/2) inches as approved by the Architect. Set mower 2.3 AUTOMATIC CONTROL SYSTEM uniform. Change heads, nozzles, orifices and/or adjustment as directed to 1.7 SEQUENCING AND SCHEDULING B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if planting height at two (2) inches high for first and subsequent mowings. A. General; Furnish low voltage system manufactured expressly for control of automatic circuit provide uniform coverage. A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site become will not follow placing of planting soil in a few days. 3. Fertilizing shall occur after the first mowing. Apply fertilizer as per the manufacturer's recommended valves of underground irrigation systems. Provide unit of capacity to suit number of circuits as D. Final inspection: available, working within seasonal limitations for each kind of landscape work required. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. application rate. indicated. 1. Clean, adjust, and balance all systems. Verify that: Sheet Number 1. Plant or install all plant materials during normal planting seasons from 15 March to 15 Shrub Areas: 1/3 compost, 2/3 topsoil. 4. Seed beds must achieve ninety(90)percent germination and be uniform in appearance, free of weeds B. Control Enclosure: Manufacturer's standard wall mount with locking cover,complying with a. Remote control valves are properly balanced; November. Fertilizer: Per soil test and manufacture's recommendations. and/or other undesirable plant species as approved by the Architect. NFPA 70. b. Heads are properly adjusted for radius and arc of coverage; 2. Correlate planting with specified maintenance periods to provide maintenance from date of C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil and 5. Check for barren areas in seed bed approximately twenty-one (21)days after seeding and overseed as C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. c. The installed system is workable, clean and efficient. substantial completion. mix thoroughly before planting. originally specified at the time or at such time as weather and season permit for seed germination or as Including switch for manual or automatic operation of each circuit. E. Winterization: Winterize system at the end of first season of system operation. L 4 B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to approved by the Architect. The Architect shall determine and approve the necessity and extent of D. Timing Device:Adjustable 24-hour and 7 or 14 day clocks to operate any time Review procedures with Owner Representative. planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs occurs overseeding in order to achieve the ninety(90) percent germination uniformity throughout the seed bed of day and skip any day in a 7 or 14 day period. after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting areas necessary for Final Acceptance. E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer 4 of 4 Sheets operations. 6. Seeded areas shall be established as specified above at time of substantial completion. of control unit; type AWG-UF, UL approved. END OF SECTION i / 1 o4.s' B � f 8W 81 1970 S 8W W 8W 8W CONCRETE TRASH PAD s 11 s.o' �o co d ° e ° O Lv e 14-3 ° 3194 SF °d ° d 00 °CONCRETE SHARED DRIVEWAY N d 47.0" ° 4 0' ° e 41 ° ° 42.0' Z ----- —To-- — -- —————— —O�- 7— r N ° • ° a N . FRONT f FRONT FRONT - I BUILDING SETBACKS L—BUILDING SETBACKS L—BUILDING SETBACKS I 15-3 a I 4723 SF _ I I o I 4201 S o 3F I I I o 17 I 4zo1 SF I I I 10.00' 5.00' 1 1 5.00' 5.00' 5.00' 5.00' I I I FENCE(TYP.) CD 4PI C2 4PI 4PI 4PI nj O 4PI 4PI 4PIh04 4PI 4PI— 18GI 47.418GI 8GI 18GI 42.08GI in 18GI 18GI 42.o'18GI 1 SGI 23-3 3942 SF- ---- N Shared Driveway Exhibit 0 20 40 ) I Feet 2019-092669 TETHEROW CROSSING SUBDIVISION BOOK , PAGE 1/4 356136 35' W.C. 0' 30' 60' 120' ILLEGIBLE LOCATED IN THE SW 1 /4 OF THE SW 1 /4 OF SECTION 36, PLS 10561 TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN LEGEND o - \ SCALE: 1" = 60' CITY OF MERIDIAN, ADA COUNTY, IDAHO FOUND ALUMINUM CAP MONUMENT CP&F NO. w UNPLATTED o ;= 2021 FOUND BRASS CAP MONUMENT S 1/16 2019-092670 N 'i N ® FOUND 5/8 REBAR WITH PLS 11118 FOUND 5/8" REBAR, NO N PLASTIC CAP, OR AS NOTED CAP, 0.50' EAST. NO z "' \� SET 1/2" REBAR WITH PLS 11118 RECORD ACCEPTED AS NORTHERLDY N89.51'54"E 274.59' BLOCK 1 LINE TABLE LINE TABLE LINE TABLE O PLASTIC CAP BOUNDARY LINE 55.00' 45.00' 40.00' 50.00' L1 L2 32.81' SET 5/8" REBAR WITH PLS 11118 ALIGNMENT POSITION AND -- - --� - -- 1234 sf LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION RESET MONUMENT ON 10'7 ® 1'75 1 y 'L �. r� A. PLASTIC CAP WESTERLY BOUNDARY. 5 O w o �0 1 j L1 25.01' N89'51'54"E L12 23.50' NO'17'23"E L23 10.63' NO'02'28"E ❑ CALCULATED POINT, NOT SET N 9\� L2 25.01' N89'51'54"E L13 31.12' S44'12'50"E L24 23.64' S49'20'55"E - - - - SECTION LINE �' S829 sf dM o 4777 sf �4142 sf o 00 4672 sf z �6 rn w,Oor � - - CENTER LINE Vd. L3 31.52' N21'11'34"E L14 30.84' N45'47'10"E L25 17.55' N72'07'15"W Z Z PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE BLOCK 2 G2ti 1039 sf C� PLS 7729 j L4 31.22' S62'34'34"E L15 22.53' N52'20'08"E L26 20.29' S86'52'48"W EASEMENT LINE - SEE NOTES 1 AND 2 L5 33.55' S20'08'11"E L16 9.98' N29'12'28"E L27 5.80' S1'20'1YW OTHER EASEMENT LINE AS NOTED - - o C- - -J 20 s G24 SURVEY TIE LINE 55.09' 26.43 C19 $�• I L6 23.50' S14'45'42"E L17 23.82' N45'39'43"E L28 1.94' N1'16'49"E I w• w00�p\NE� Gti`' SUBDIVISION BOUNDARY LINE Oj - L7 23.50' S14'45'42"E L18 23.77' S44'14'26"E L29 23.51' SO'02'28"W LOT LINE N N89'45'26"W �� O z L8 8.83' N30'31'09"E L19 23.56' N44'19'22"E L30 23.51' SO'02'28"W ADJACENT PROPERTY LINE C2 � 5 18 LOT NUMBER 1 'A O3 \ w o � WOODBURN WEST SUB. NO. 2 L9 23.52' N30'31'09"E L20 23.79' S44'20'17"E L31 20.76' S89'42'37"E P 4664 sf L 77.67' h I ( \ .P rn BOOK 111, PAGES 16040-16044 0 3855 sf O1 ® \ o � i L10 31.56' S44'44'02"E L21 21.43' N46'52'27"E L32 25.32' N73'52'06"E NOTES • \ 4361 sf c SEE NOTE 9 ^ 23.5' 23.5' z o / L11 23.50' NO'17'23"E L22 9.60' SO'02'28"W L33 10.36' N1'16'58"E UNPLATTED - I �P 4193 sf N � \ \ \ 1-UNLESS OTHERWISE DESIGNATED OR DIMENSIONED,THERE SHALL BE A PERMANENT EASEMENT N89'42'37"W � 1 � o � I;- 6, SEE NOTE 9 100.00'-----� _3 �, \ \ ! 5 FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY o O oo � \ 02 CURVE TABLE PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED o 2 i A2' z rn DRIVEWAYS AND WALKWAYS TO EACH LOT. 4000 sf I \ ✓42•p2 6p6 6 CURVE # LENGTH RADIUS DELTA BEARING CHORD 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A 10' " 12 P n 100.00'- I ✓4202 ��35206 E \�Jc _ - PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) I F----N89'42'37"W----1 \ / C1 47.88' 300.00' 9'08'37" S70'39'59"W 47.83' FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE AND THE TEN (10)FEET ADJACENT TO ANY REAR LOT o �3 1 5V°5V66 04' SEE NOTE 9 3 52 3 ,E ' Z / C2 24.23' 300.00' 4'3T39" S63'46'51°W 24,22' LINE OR SUBDIVISION BOUNDARY. 4000 sf I c, ,� N7 , / 3 ANY RE SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN 0' �I 33457 sf BLOCK 6 EFFECT AT THE TIME OF THE RE-SUBDIVISION. 1 100.00' N o ao 01 7 C3 108.56' 300.00' 20'44'00" N71'50'02"E 107.9T N2.00' 02"W 84.00' 4-IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE �---N89'42'37"W---� I `�' �' � � o� O o __ 2 42.00' 42.00' / C4 42.11' 300.00' 8'02'32" N86'13'18"E 42.0T 31-3805(1)(b). THIS SUBDIVISION FALLS WITHIN THE NAMPA&MERIDIAN IRRIGATION DISTRICT,AND ALL L31 53 49.90' 5 LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID IRRIGATION DISTRICT. � 4000 sf l 1 C5 72.24' 46.50' 89'00'25" S44'12'50"E 65.19' 1 100.00'--L - I O © 5-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN w w C6 72.03' 46.50' 88'45'30" N44'20'17"W 65.04' COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. --�N89-42'37"W F,I �, Q O o oo ,O 0 6-MAINTENANCE OF ANY IRRIGATION, DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE cp o 5 0 CD 0 420o sf 0 420o sf- C7 9.80' 23.00' 24'24'38" N12'14'46"E 9.72' r- O co m o RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN o o I o _r o - o PLS 7729 cn 14000 sf � IRRIGATION/DRAINAGE ENTITY. c" 100.00'-- 1 Z Z Z S81°01'42"E C8 9.19' 23.00' 22'53'42" S11'24'23"E 9.13' _5' 125.48 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503, RIGHT TO FARM ACT,WHICH STATES: NO Uj cv F- N89'42'37"W--- Z I y J C9 26.16' 70.00' 21'24'52" S10'25'03"E 26.01' AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME 00 000' © o I �/� 21,60 71.50' o O A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING 4000 sf C I 42.00' - 40.53' C18 20' W.C. C10 22.15' 70.00' 18'08'03" S30'11'31"E 22.06' NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR, Z _ �' �>> 100.00' to c" FOUND 1/2", PLS 5292 WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR 100.00'- N �g _ REPLACED Cll 25.95' 70.00' 21'14'24" S4952'44"E 25.80' WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE 02 S88'43'02"E -- N89'57'32"W � IiJ �---N89'42'37"W--- - - - - _ _ _ _ � �o RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, I i� o', 7 o in 198.94' -�� O7 o C12 34.48' 70.00' 28'13'06" S74'36'30"E 34.13' AGRICULTURAL FACILITY OR EXPANSION THEREOF. �1 0 0 o N W. HOMESTAKE ST. �� 4364 sf i� 4000 sf BLOCK 31-.4C'6 C13 35.73' 23.00' 89'00'25" S44'12'50"E 32.24' 8-LOT 1,BLOCK 1; LOT 1,BLOCK 2; LOTS 1, 13, 14 AND 23,BLOCK 3; LOT 1, BLOCK 4 AND LOT 1,BLOCK 6 100.00' o - - - 103.05' - - ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY THE TETHEROW 0 1 �� 76.56' 76.47' _ Z ---N89'42'37"W---� \ \ - -_ C�� �� N89'57'32"W -i C14 35.63' 23.00' 88'45'30" N44'20'17"W 32.17' CROSSING SUBDIVISION HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS,AND ARE SUBJECT TO O o v o BLANKET PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENTS. o, 0 23.5' 23.5' 0 4000 sf 10 1,0 ® o C15 20.74' 70.00' 16'58'38" N8'26'51"W 20.67' ® o J� o 4000 sl C I - - S8843'02"E - N 4021 sf 9-LOT 1,BLOCK 3 AND PORTIONS OF LOT 1, BLOCK 2, LOT 2, BLOCK 3 AND LOT 1, BLOCK 6 AS SHOWN � o � 4748 sf I N S88'43'02"E L--- o rn - 100.00' -- HEREON ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS -100.00'--- C16 30.33' 70.00' 24'49'43" N29'21'02"W 30.10' ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE F----N89'42'37"W--- O o 4003 sf �, 98.9T-- --, 1 0'� N89'5T32"W -- i0 EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO.2015-103256,OFFICIAL RECORDS �n 2 I o o C17 55.90' 70.00' 45'45'04" S64'38'25"E 54.42' o' o O o O9 ,!� Q o O o OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE o�I o 00 PO -J 0' 4008 sf 4000 sf l - C18 1.47' 70.00' 1'12'06" N88'07'00"W 1.47' "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE _ 400. 0 0O I N - S88'43'02"E -- J 1 i 10 DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR 0o i, S88-43'02"E--- 100.00' I ---100.00"W - 0 1 _ N THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. c" 0 98.93'-- ,w ---- I � C19 18.59' 276.50' 3'51'07" N88'19'Ol"E 18.59' cn r -98.9T---=�,10' �-- N89'ST32"W --� ---N89'42'37"W---� �n T ao - 1 3 0 0 10 DIRECT LOT OR PARCEL ACCESS TO W. USTICK ROAD IS PROHIBITED. 0 10 o I o> O3 N a 4008 sf ® Un Z o 10 o C20 40.43' 276.50' 8'22'43" N82'12'06"E 40.40' o 0 1 4010 sf c3' BLOCK 5 BLOCK 6 4000 sf o 11-SEE RECORD OF SURVEY NO. 12537, RECORDS OF ADA COUNTY, IDAHO, FOR ADDITIONAL DATA OF 4000 sf 0' _ -1 z L C21 52.56' 276.50' 10'53'26" S72'34'02"W 52.48' RECORD. 1 I S88'43'02"E-- S88'43'02"E�- ( 100.00' o 12-THIS DEVELOPMENT IS SUBJECT TO THE COVENANTS,CONDITIONS AND RESTRICTIONS FOR o ---N89'42'37"W--- 10' I o o O o C22 10.38' 276.50' 2'09'00" N66'02'48"E 10.38' TETHEROW CROSSING SUBDIVISION,RECORDED AS INSTRUMENT NO. ADA COUNTY _ -98.9T-- o I N -- N89'ST32"W --� o 11 00 O `n O n N oN o 11 o RECORDS. 4017 sf -I 400a sf 4000 sf C23 5.4T 323.50' 0'58'09" S74'45'14'W 5.4T 100.00'- - J I 100.00 __ UNPLATTED 13-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE 400o sf ll S88'43'02"E--- �--- �' - 1 S88'43'02"E- - - C24 25.04' 276.50' 5'11'22" S72'38'37"W 25.03' AGREEMENT RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. b'-- 1 N89'57'32"W \rN89'42'37"W -�� 6 99 28 98.97 1 N 14-LOT 14 OF BLOCK 3 IS DESIGNATED AS A SHARED DRIVEWAY/COMMON LOT SUBJECT TO A o' T O cov O o © ti ai 12 N C25 41.41' 276.50' 8'34'54" S65'45'29"W 41.38' BLANKET INGRESS/EGRESS EASEMENT FOR THE BENEFIT OF ADJOINING LOTS 15, 16 AND 17 OF BLOCK I o 12 g, N 23.5' 23.5' N 6 0 3. MAINTENANCE OF THE SHARED DRIVEWAYS SHALL BE AS SET FORTH IN THE COVENANTS, 4047 sf �c� c>>� 4764 sf t �L 4777 sf \1 4620 sf o C26 1.28' 323.50' O'1S36" S61'34'50"W 1.28' UNPLATTED N89'42'37"W 104.83' 76.86' �� I hB -�- -- N CONDITIONS AND RESTRICTIONS RECORDED FOR THIS DEVELOPMENT. 81.95' 1 83.42'- C27 42.70' 323.50' 7'33'48" S65'28'32"W 42.67' 0 97o sf 13 `�S in o N88'43'02"W 116.04' �� \ - S88'43'02"E N J C28 35.85' 323.50' 6'20'58" S72-25'55"W 35.83' L LA C. - - - - _ _ _ _ _ _ _ S88'43'02"E SNP N�S 0 3194 sf 14 �'>> W. SANTIAGO ST. 199 85 �' 123.53' �g5G\STF,Q o,pG N N88'43'02"W 131.03' � - J SURVEYOR'S NARRATIVE 15 I C12 3 21I -- 41.01' 41.01' 33.95' �� i �' \ 47.01' CLINTON W. HANSEN a 1 1 1 18 47.01 42.01' __42.0.1'_ '� 3' 41.01' - - � -- - - - o �` 36.56' o O 16 17 18 \ r THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO O O 19 I 20 21 22 O T O CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED SUBDIVISION BOUNDARIES OF PLS 11118 0'� 5' 23.5' 23.5' LLI �,, w 5 WOODBURN WEST SUBDIVISION NO. 1,WOODBURN WEST SUBDIVISION NO.2, , INFORMATION W o °c i° °00 w w N I� !� FROM RECORD OF SURVEY NUMBERS 6280,6931,7494,7720,8705,8824, 11964, 12537,AND ��T F 0 F 0 0 o � � N M00 NP Z o 4723 sf N o 4201 sf N o 4201 sf N o4229 sf N o 4121 sf- `n `v Un °O F4 o 0O �" iV CURRENT DEEDS OF RECORD. WARRANTY DEED INSTRUMENT NO.8407863 HAS A MISCLOSURE N W N o 4727 sf N N o 4829 sf w I- �,n o � � 0 04,27 sf' J o o o o p o 0 0 0 'n N I 5051 sf iv o 4725 sl Z Z o o o � o 00 M o ao 0 0 o IN THE LEGAL DESCRIPTION OF APPROXIMATELY 25 FEET. IT IS BELIEVED TO HAVE ORIGINATED 1 Z Z z C) CO z WITH PREVIOUS DEEDS AND LEGAL DESCRIPTIONS AND, BASED ON THE ANALYSIS OF THE BLOCK 3 10' 0'�� �5, �10 ADJACENT RECORD OF SURVEYS,ORIGINATED FROM DISCREPANCIES WITH THE WRITTEN \ -- - - _J J 1 DOCUMENTS AND THE PHYSICAL LOCATION OF A CALLED-TO LIVE IRRIGATION DITCH. RECORD OF POINT OF - - � _f--__� �5 _ � � BLOCK 14 --- ---J - -- J --- -�`L� J IS88'43'02°E__ SURVEY NO.6280 ALSO NOTES THAT THERE HAD BEEN A 25 FOOT EASEMENT CROSSING BEGINNING 47.45' 42.01' 42.01' 41.01' 41.01' 41.01' 41.01' 34.96' A ADJOINING PARCELS THAT HAD BEEN ERRONEOUSLY TREATED AS OWNERSHIP,AND DUE TO THE O tiO �, 35.06' 47.01' - S88'43'02"E 323.70' 330.4T 23 3943 sf n s ____ _ __�, 00 FACT IT ORIGINATED FROM THE SENIOR PARCELS IT WAS CORRECTED TO THEN BE TREATED Lan - -� 6 45.95'--41.99' --04 1 91.54`82.07 _ AND SHOWN AS AN EASEMENT TO REFLECT THE INTENT.THE SURVEYED MONUMENTATION No N88°43'02"W 493.18' w (25 93sf b FOUND- OR THE SURROUNDING SUBDIVISIONS AND CONTROLLING BOUNDARIES FIT THE Land Surveying and Consulting n o ACHD RIGHT-OF-WAY PER ACHD SLOPE EASEMENT 00 b RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS PROPERTY AS 1 0 00 j INST. NO. 2015-081465 INST N0, 2015-081466 N cd o N 00 o SHOWN HEREON. 231 E. 5TH ST., STE. 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SS _ SS EXISTING SEWER LIP LIP OF GUTTER 6213 N. CLOVERDALE ROAD SUITE 125 GD.1 GRADING PLAN -AREAA z0 BOISE, IDAHO 83712 GD.2 GRADING PLAN -AREA B J 0 w w EXISTING WATER FL FLOW LINE T.208.846.8955 J > C.208.867.3954 RD.0 ROADWAY-TYPICAL SECTIONS O CABLE EXISTING CABLE AC ASPHALT = m ROSS@ERICKSONCIVIL.COM RD.1 ROADWAY-W. WOODPINE ST. - (STA 1+00 TO 4+27.17) EXISTING CENTERLINE EP EDGE OF PAVEMENT ROADWAY- N. LLAMA WAY-(STA 1+00 TO 2+02.87) (D - PROFESSIONAL LAND SOLUTIONS, INC. RD.2 ROADWAY- NW 13TH AVE. &W. SANTIAGO ST. (STA 1+00 TO 7+00 Z Z EXISTING DITCH EG EDGE OF GRAVEL ) w � Q LAND SURVEYOR PROJECT MANAGER - CLINT HANSEN P.L.S. RD.3 ROADWAY-W. SANTIAGO ST. (STA 7+00 TO 9+77.60) 2 U p EG EG EXISTING EDGE OF GRAVEL CL CENTERLINE 231 E. 5TH AVE. RDA ROADWAY- NW 12TH AVE. &W. HOMESTAKE ST. (STA 1+36.38 TO 7+45.07) 0 0 w EP EP EXISTING EDGE OF PAVEMENT BOW BACK OF WALK MERIDIAN, IDAHO 83642 RD.5 ROADWAY- PEDESTRIAN RAMP GRADING 2 0 2i T.208.288.2040 RD.6 ROADWAY- DETAILS Z 3: X EXISTING FENCE FG FINISHED GRADE CHANSEN@LANDSOLUTIONS.BIZ p � SD.1 STORM DRAIN PLAN -AREA 1 &AREA 2 w W T/o EXISTING FIBER OPTICS GND GROUND z IRRIGATION NAMPA MERIDIAN IRRIGATION DISTRICT SD.2 STORM DRAIN PLAN -AREA 3 &AREA 4 = F w GAS GAS EXISTING GAS CMP CONCRETE PIPE DISTRICT GREG CURTIS SD.2.1 STORM DRAIN PROFILES w w T.208.466.0663 SD.3 STORM DRAIN - DETAILS o IRR EXISTING GRAVITY IRRIGATION RCP CORRUGATED METAL PIPE SDA STORM DRAIN -ACHD DETAILS 10 JT JT EXISTING JOINT TRENCH PVC PVC PIPE PRESSURE HOA SD.5 STORM DRAIN -ACHD DETAILS IRRIGATION ASS\ONAL ENG� EXISTING OVERHEAD POWER uT.1 WATER&SEWER LINE A �� ��G\STERF'0 UT.2 WATER&SEWER LINE B PI PI EXISTING PRESSURE IRRIGATION 0 EXISTING TREE CITY OF MERIDIAN BUILDING DEPARTMENT UT.3 WATER&SEWER LINES B, C& D 3 SD EXISTING STORM 33 E, BR ADWAY AVE. s =o' EXISTING LIGHT MERIDIAN, ID 83642 G1.1 GRAVITY IRRIGATION PLAN - LINES A, B & C 3-24-21 of � yTF �oP � T EXISTING TELEPHONE G1.2 GRAVITY IRRIGATION PROFILES - LINES A, B &C ASS T.208.887.2211 K ER\G G1.3 GRAVITY IRRIGATION - DETAILS T/Eo EXISTING TELEPHONE & FIBER � EXISTING MAILBOX WATER SERVICE CITY OF MERIDIAN WATER DEPT. 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CO w TOE PROPOSED TOE OF SLOPE CABLE RISER Q .. z > z � c m - - - - - - - - - - PUID EASEMENT W o POWER/ELECTRICAL / / / / / / / / /�/�/�/�/�/�/�/�/�/�/�/�/�/�/� DATUM + BENCHMARKS W O LU w a LL - - - - - - - - - - - - - - - - - - - PROPOSED GRADE BREAK //� / Z l / 8 / - - - - PROPERTY LINE TELEPHONE RISER �j / //�� / / �/ CONTRACTOR SHALL CONFIRM NAVD 88 ELEVATIONS AND LOCATIONS JOB NUMBER:� sIG // \� / \/ FOR ALL PROJECT CONTROL POINTS PRIOR TO START OF W IDB2096 4 SIGNAL JUNCTION BOX POWER/TELEPHONE POLE "�` \ CONSTRUCTION.� DATE: 3-24-21 SIGNAL ��/ SHEET NUMBER: co CLEANOUT / i / BENCHMARK � / �S�`FRINGE /�A/ Cp#1 TO BE ESTABLISHED IN FIELD BY SURVEYOR LA V 1 DETAIL NUMBER 0 KEYED NOTE �/��/V�/��/�/��/��/V� /� wC1 ■ w XX SHEET NUMBER ��� �� \v�� �� �� �� �� V� V� �� �� �� w LL STORM DRAIN NOTES ° ° GENERAL NOTES WATER NOTES o , 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 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 W U) (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 _ ADA COUNTY HIGHWAY DISTRICT(ACHD),THE US ARMY CORP.OF ENGINEER'S SECTION 404 PERMIT,AND THE ENVIRONMENTAL PROTECTION AGENCY(EPA)CURRENT ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 0. 0 _ CONSTRUCTION GENERAL PERMIT(CGP).THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A Q U 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 2. a a 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES = 2 T a INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC o - s. o DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE 3. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR - GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 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 _- _ 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. ( ) r - -- WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL a�� 4. ALL CONTRACTORS,SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 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 SEPARATION ,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS PROTECTED THROUGHOUT THE DURATION OF CONSTRUCTION IN ACCORDANCE WITH THE PROJECT ESC/SWPPP PLAN AND AS DIRECTED BY THE 3 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 (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). `N¢ a CONTRACTOR'S PROJECT RESPONSIBLE PERSON. o N z PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. 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. 5. CONTRACTOR SHALL CLEAN THE STORM DRAIN SYSTEM INCLUDING ALL PIPES AND STRUCTURES ONCE FINAL SITE STABILIZATION HAS OCCURRED AND ALL o y 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER SEEPAGE BEDS, DRAINAGE SWALES). - VALVES. BMP'S ARE REMOVED. PROVIDE DOCUMENTATION OF CLEANING WITH CLOSEOUT DOCUMENTS. a 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF 7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING 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 c a g AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION O o o E:3 a w REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 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 � v a - Q .COORDINATE WITNESS OF TESTING SEEPAGE BEDS, DRAINAGE SWALES).THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND L a E N 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO(A) BACKFILLING TRENCHES FOR PIPE; (B)PLACING OF 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 C N y AGGREGATE BASE; (C)PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. WINDOW EXCAVATIONS PRIOR TO PLACEMENT OF ANY SAND MATERIALS. O E T 7. ALL WATER LINES SHALL HAVE A MINIMUM 4.0'BURY DEPTH. 9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT,AND THEIR DECISION V V = s SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN 8. ALL WATER LINE TRENCH BACKFILL SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS PROVIDED IN THE GEOTECHNICAL REPORT. - - - ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 9. CONTRACTOR SHALL COORDINATE AND PROVIDE TESTING AND DISINFECTION AS REQUIRED BY THE CITY OF MERIDIAN. Q N 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. ACHD STANDARD NOTES 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE 7 WATER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS o N aE a 0 AND DRAWINGS. MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY 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 ENGINEER. SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY,STANDARDS,AND THE I.S.P.W.C.WILL BE ALLOWED UNLESS SPECIFICALLY AND 12. LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES(INCLUDING INFILTRATION BEDS AND DRYWELLS)AT LEAST 25 FEET FROM WATER MAINS.THIS SEWER NOTES PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. , REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY; NOT ALL UNDERGROUND UTILITIES ARE SHOWN. CONTRACTOR 2. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAYS. ' SHALL FIELD VERIFY AND CONFIRM EXISTING LOCATIONS, DEPTHS, SIZES,AND MATERIAL TYPES OF ALL EXISTING UTILITIES PRIOR TO START OF WORK. UNDERGROUND 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16)AS WELL AS THE STANDARDS 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 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 LOCATION, DEPTH, SIZE AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY, DIGLINE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY SEWER, STORM DRAIN,AND IRRIGATION)SHALL BE A COMMENCING WORK WITHIN THE RIGHT OF WAY. (1-800-342-1585),AND ALL PRIVATE ADJACENT PROPERTY OWNERS PRIOR TO CONSTRUCTION TO ENSURE THAT ALL PUBLIC AND PRIVATE UTILITIES ARE IDENTIFIED. 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) THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY BE OCCASIONED BY HIS FAILURE TO EXACTLY IDENTIFY, LOCATE AND INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 4. RETAIN AND PROTECT ALL TREES, SHRUBS,AND UTILITIES UNLESS OTHERWISE NOTED. CONTACT DKYJNE PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 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-HOURS POTHOLING IS REQUIRED 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 BEFORE DKnNC CONTRACTOR SHALL POTHOLE EXISTING UNDERGROUND UTILITIES AT ALL LOCATIONS WHERE NEW FACILITIES CROSS EXISTING UNDERGROUND UTILITIES AND 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. WHERE EXISTING UTILITIES RUN ADJACENT TO NEW FACILITIES WITH LESS THAN 10-FEET OF HORIZONTAL SEPARATION. CONTRACTOR SHALL DETERMINE THE SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 1 SOO-M2 M5 EXACT LOCATION, DEPTH,SIZE,AND MATERIAL OF THE EXISTING UTILITY AT THE CROSSING LOCATIONS,AND FOR ADJACENT UTILITIES WITHIN 10-FEET OF NEW (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. FACILITIES. CONTRACTOR SHALL ASSESS CROSSING AND ADJACENT UNDERGROUND UTILITY CONDITIONS AND DETERMINE WHETHER ANY NEW FACILITY 4. PLACE SEWER SERVICE LINES IN A SIX(6)INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT CONFLICTS EXIST WITH EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION AND ORDERING OF ANY CONSTRUCTION MATERIALS(IE. 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 STRUCTURES, PIPE,VALVES, FITTINGS,APPURTENANT ITEMS, ETC.). NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS EXIST. IF UTILITY CONFLICTS ARE NOTED, SHALL NOT EXCEED 1.50%. PEDESTRIAN RAMP LONGITUDINAL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 15:1. THERE ARE NO TOLERANCES TO THESE z CONTRACTOR SHALL PROVIDE EXISTING UTILITY SURVEY POINT DATA FOR THE CONFLICTING UTILITY TO ERICKSON CIVIL, INC. IN AUTOCAD FORMAT ON THE SAME 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 0 O COORDINATE SYSTEM AND DATUM AS THE PROJECT CAD FILES.CONTRACTOR SHALL COMPLETE POTHOLING WELL IN ADVANCE OF THE NEED TO ORDER MATERIALS 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 U) SO THAT ADEQUATE TIME IS ALLOWED FOR THE ENGINEER TO MAKE DESIGN ADJUSTMENTS, IF NEEDED. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 7. SEWER CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS OF THE CURRENT CITY OF MERIDIAN STANDARD SPECIFICATIONS SEPARATE PAYMENT. J 14. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND AND DRAWINGS. O 8. ALL PEDESTRIAN RAMPS LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE TRUNCATED DOMES PER ISPWC STANDARD DRAWING SD-712. DOMES 00 FUNCTIONING. SHALL BE CAST INTO CONCRETE(STAMPED CONCRETE AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED"YELLOW". Q U 0 15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL Q - BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION GRADING NOTES 9. ALL ROADWAY CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF ADA COUNTY HIGHWAY DISTRICT OR THE APPROVED CONSTRUCTION PLANS. -cf) z Q U 10. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE ACHD RIGHT-OF-WAYS, THE PROJECT OWNERS REPRESENTATIVE WILL PARKING LOTS LLI 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. 0 POLITICAL SUBDIVISION HAVING JURISDICTION. 1. ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION, OVER EXCAVATION, REMOVAL OF UNSUITABLE SOILS, BUILDING PAD PREPARATION, SLOPE O w 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PIPE TRANSITION FITTINGS FOR PIPE SIZE AND MATERIAL CHANGES. NO SEPARATE PAYMENT SHALL BE 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 = U 2 MADE FOR THIS WORK. CONTRACTOR SHALL CONFIRM ALL EXISTING UTILITY SIZES AND TYPES AT POINT OF CONNECTION TO EXISTING UTILITIES PRIOR TO START OF 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 WORK. ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL W O 18. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT AND WORK PERFORMED FOR A MINIMUM PERIOD OF TWO(2)YEARS FROM THE DATE OF 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 0' EQUIPMENT DURING TRENCHING OPERATIONS. LU ACCEPTANCE. 2. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. Q _j 2 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 3. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE o ~ B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50/o OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY = � W PRIOR TO ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY. NO SEPARATE PAYMENT SHALL BE MADE. IMPROVEMENTS ARE IN PLACE AN FUNCTIONING. SURFACE. w w ~ 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND TRAFFIC CONTROL PLANS REQUIRED FOR ALL WORK ASSOCIATED WITH THE PROJECT. 4. IF REQUIRED,CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DIVISION OF 0 CONTRACTOR SHALL OBTAIN NECESSARY TRAFFIC CONTROL PLAN APPROVALS FROM THE APPROPRIATE JURISDICTIONAL AGENCIES AND PROVIDE A COPY OF SAID 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 1 a APPROVED PLAN TO ENGINEER. NO SEPARATE PAYMENT SHALL BE MADE. 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. �QNAL 21. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS, OMISSIONS CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF SEDIMENT SAND DEBRIS BEFORE IT LEAVES THE SITE. D. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING WORK. 5. CONTRACTOR 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. rjS N(�' fit, / 22. ALL LOGS, STUMPS, ROOTS, BRUSH,VEGETATION OR OTHER DEBRIS NOT SUITABLE FOR STRUCTURAL FOUNDATION SHALL BE REMOVED FROM CONSTRUCTION MATERIAL. Q� �STE AREAS. THICKNESS OF TOPSOIL TO BE REMOVED MAY BE ADJUSTED BY THE OWNER'S GEOTECHNICAL INSPECTOR BASED ON ACTUAL FIELD CONDITIONS. ALL 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. TOPSOIL FROM DISTURBED AREAS SHALL BE STOCKPILED ON SITE AS DIRECTED BY OWNER,ARCHITECT OR PROJECT ENGINEER. STOCKPILED MATERIALS THAT ARE ENGINEERS. ALL WORK WITH THE WETLAND AREAS SHOWN HERE TO THE REQUIREMENTS OF SAID 404 PERMIT. NOT USED ONSITE SHALL BE HAULED OFF AND DISPOSED OF BY THE CONTRACTOR AT THEIR EXPENSE,AS DIRECTED BY OWNER OR ARCHITECT. 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.) 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 3-24-21 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 9�� OF 24. CUT AND FILL SLOPES SHALL BE PER PLANS. IN NO CASE SHALL ANY SLOPE BE STEEPER THAN 3:1. (HORIZONTAL:VERTICAL) STOCKPILED MATERIAL SHALL BE COORDINATED WITH THE OWNER PRIOR TO PLACEMENT. 12. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT 25. CONTRACTOR SHALL MAINTAIN ACCURATE AS-BUILT PLANS THROUGHOUT THE DURATION OF CONSTRUCTION. NOTE ALL EXISTING AND NEW INFRASTRUCTURE 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 HORIZONTAL AND VERTICAL LOCATIONS,TYPE, DEPTH, MATERIAL AND SIZE AND PROVIDE THE AS-BUILTS TO ENGINEER FOR RECORD DRAWING PREPARATION. NO 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 SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. TO BE REMOVED. REMOVE TREES AND ROOT BALLS AS DIRECTED BY OWNER. THE PROJECT: NONE. • • 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 10. TOPSOIL AND OTHER STOCKPILE AREAS,TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. 2 co :• :• � � CONCRETE(ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED TRAFFIC YELLOW. ALL PEDESTRIAN RAMPS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE 13. FOR SUBDIVISION SIGN INSTALLATION-OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. w c• • CONSTRUCTED IN ACCORDANCE WITH CURRENT A.D.A. STANDARDS AND ACHD STANDARDS. 11. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. • • • ' .• .• .• 27. RETAIN AND PROTECT ALL TREES, SHRUBS,AND UTILITIES UNLESS OTHERWISE NOTED. 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 28. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AT CONTRACTORS EXPENSE. AT THE REQUEST OF AGENCY AND OR THE ENGINEER. 29. CONTRACTOR SHALL PROVIDE ALL SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO HARD SURFACING, LANDSCAPE,AND IRRIGATION REPAIR FOR WORK TO 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 " BE CONSTRUCTED IN EXISTING IMPROVED AREAS. C\l co 30. PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL VERIFY THAT ADEQUATE CLEARANCE IS PROVIDED BETWEEN PROPOSED FOUNDATIONS/FOOTINGS AND ALL • • NEW STORM DRAIN,WATER, SEWER, PRESSURE IRRIGATION AND OTHER SUBSURFACE UTILITY LINES. CONTRACTOR SHALL REMOVE AND RE-INSTALL UTILITY LINES PRESSURE IRRIGATION THAT ARE CONSTRUCTED WITHOUT ADEQUATE CLEARANCES AT CONTRACTOR'S EXPENSE-NO SEPARATE PAYMENT SHALL BE MADE. 1. POLLUTION: COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. PROTECT 31. CONTRACTOR SHALL RESET ANY EXISTING SURVEY MONUMENTATION INCLUDING BUT NOT LIMITED TO PROPERTY PINS, BRASS CAPS, DISTURBED AS RESULT OF AGAINST THE CONTAMINATION OF SOIL,WATER, OR AIR BY OIL, FUEL, FLUID SPILLS, CHEMICALS,GARBAGE, DEBRIS, OR OTHER WASTES AT ALL TIMES. CONSTRUCTION. 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. co 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 E 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 (D > C? CO w Q p}p Z co U CD O N N m w Q U �X Z d 2 Q O w w a wOf 0-1 Q a a o JOB NUMBER: W IDB2096 - DATE: 3-24-21 O SHEET NUMBER: w Z F_ c 1 0 1 w w _ w 00 2019-092670 N \\\ \I0 _a - W = NU CD to 04 \\ •\ \\\\ 0 N- LA E ° o \ / QU N�N UNRECORDED ACCESS EASEMENT ` 1a a d 3 o`c 'T - LEGAL DESCRIPTION PROVIDED BY I\I I 1 II � � 3 O NORTHERLY PROPERTY OWNER. NO ---�20 ,11 �_1.= �».w EASEMENT DOCUMENT ATTACHED, / SOLELY A LEGAL DESCRIPTION, I I I II Ix\ I\\I N c N 0 PREPARED BY TEALEY, 06/04/12. I\\\� II11\ d _ UNKNOWN AS TO WHETHER AN ' EASEMENT WAS ACTUALLY a L co GRANTED AND/OR RECORDED. � I I \ \ / c o E N I+ / LL V a \ TOE TOE TOE �• r N / \ —2572 — i i t�1 0 E _ T d o NO CIkP \ °' - - - 0 0-N / to o / I / \^I � • N II 1 / � _ � I sl y mw _o m LEGEND 55/ 5529 / / • FOUND 1/2" DIAMETER IRON PIN ' FOUND 5/8" DIAMETER IRON PIN FOUND ALUMINUM CAP MONUMENT FOUND BRASS CAP MONUMENT CALCULATED POINT CONTACT DICLINE 1 \1 PROPERTY BOUNDARY LINE 48-HOURS \ / ADJACENT PROPERTY LINE BEFORE DIGGING 1-800-342-1585 N' \a EASEMENT LINE AS NOTED SECTION LINE ,y /— \ / -------- CENTER LINE z `'4 ............................................................................. SURVEY TIE LINE C> O 1 FENCE LINE J I \ I I / CONTOUR LINE p 0 m LATERAL IRRIGATION DITCH = Z) iRR GRAVITY IRRIGATION LINE Z 1 1 I N I\ so STORM DRAIN LINE U) z Q I 1 \ T TELEPHONE LINE W U) 0 INGRESS/EGRESS p I 1 F.O. FIBER OPTIC LINE O � Lu w , EASEMENT, INST. N0.---, 1 , `\ Z o 8410723 1 I II / oi ip OVERHEAD POWER LINE = U P UNDERGROUND POWER LINE W O Z cd 0O 1\ I 1\ S / TOB TOP OF SLOPE w W P ;f 11 \� \ Ijl� TOE TOE OF SLOPE Q � ~ W I \ II �A► \ EO EDGE OF GRAVEL W w ~ EP EDGE OF PAVEMENT z 0 1 J 1 I II \ \\ x w WATER LINE 10 1, — v ss SEWER LINE W , N m1 11 ;25s� — �s�� RWE RECLAIMED WATER LINE ASS\OVAL FiyG� I __ Q� G\srE OFF .O COED"TH DEBRIS �I GAS GAS LINE DO I �I ! \ —— ——�-2567_ II — 1—_ _ /� W.�� Z n,2s'�> I f� \ 257 - _ _- S 5292 5 � � CURB AND GUTTER 3 ' PARCEL N0. w SO436336156 I I i j -'_2572_; ���� \ / i I CURB s� 3-24-21 ,Zo PEDESTRIAN RAMP _p/ OF N ER AREA=7.58 ACRES 1 I /\ I� �� � LANDSCAPE BORDER ® GAS MARKER • / \ \ �* STREET LIGHT • \ ��' I ' I • 4 Q SIGNAL POLE . EXISTING CONCRETE DITCH \� i 1 i 1 2572--�' •• •• •• o MAILBOX •. •. •. • I I I I 0 0 0 I ti 1 II l\\ II I 1 ti ® SIGNAL JUNCTION BOX POWER BOX co c• CATCH BASIN • NO CAPI x \\ Il I 1 I © AIR CONDITIONING UNIT ' I �RR RAILROAD CROSSING ARM/SIGNAL `� 1 _ SIGN o TELECOMMUNICATIONS RISER ow POWER POLE a& WATER VALVE 1 x I I o� 111I 1 i FIRE HYDRANT gU GATE g? C IRRIGATION STRUCTURE oo 4 I I Z Q o ® ORCHARD VALVE o3 I 11 1 I N OO MANHOLE az 11 I I BENCHMARK 1 1 EXISTING CONCRETE DITCH l / > ® GROUNDWATER MONITOR WELL > w; x I I j I DECIDUOUS TREE �N EXISTING IRRIGATION DITCH 1 JJl I x l• ������ 1 \ I I 10 EVERGREEN TREE/BUSH 11 x I I \ I zo E/ - I \ DECIDUOUS BUSH "F 1 w3 oil N TREES INVENTORIED BY CITY FORESTERy THAT WILL BE REMOVED AND REQUIRE MITIGATION zo0 N \� / EXISTING CONCRETE DITCH �/ il`_---- \ ^\�- 2573--�`---- U3 PANT OF I I I 1 EXISTING CONCRETE DITCH ,S� TREES INVENTORIED BY CITY FORESTER THAT WILL BE RETAINED AND WILL NOT I tEISINNINk\ I• �L1✓1 ACHD SLOPE EASEMENT, REQUIRE MITIGATION ---2573--- --- _ I --�-_- _-�-\INST. N0. 2015�Q81466 -_ W Z Lo DIII OI"� -- P� 0 _ 1a�hv--- 0 � T 0? 'JJ IRRQ V co v Y 00 �25�3. - - _ ---- o Y/ O N N m 35 36 INST_N081465 �5.- - - - _ W W W W 36 1331.09' JOB NUMBER: SS SS SS a5 SS SS \ 55 • f fl — E — — — — — — — —T_ _ as 55 55 ss 55 f - - - - - - - - - ---®--- - - - 1/4 —BASIS OF-BEARING SS 55 55 55 CP&F N0. - - ss ss ss ss ss ss 109109699 55 ss- - W 1/16 1 O IDB2096 CP&F NO. CP&F NO. O DATE: 3-24-21 N TOPOGRAPHIC SURVEY 2017-120067 2017-120066 w O SHEET NUMBER: 0 0 50 100 Cl m 2 w FEET x I \ \ 1r 00 = mE� yEc 1 Lu o / 0. z 30 -- _= - o 1 / a. do� r---- i � - I =A I-- 3 0 O o S v 2 o¢ c E E ° 6 o I I I Jl I I y d 5 w m I I _ E y c I / L 'p o I� 9 / LL C I IW • •a L E as u u o TOE TOE TOE I CO E o , 10 10 5 vV v �» Q 5 4 /C N Q o�aT'9 / y L o z �3 Now o C E� aEm ass a mw aTo jg55/ � W �ss I 11 I 4 CONTACT DKLM 0— 5 / M-HOUR$ / BEFORE DKaNC Keyed Notes O I � 1-800-342-1585 x I 1. EXISTING TEST PIT(5 TOTAL)RE-EXCAVATE TEST PIT TO NATIVE GROUND AND BACK FILL / TO MEET STRUCTURAL FILL SPECIFICATIONS PER THE GEOTECHNICAL REPORT. THE OPEN Z 5 dx 9 / / EXCAVATION SHALL BE BACKFILLED WITH COMPACTED GRANULAR STRUCTURAL FILL PER U O GEOTECHNICAL REPORT(6"MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% J U) ' MAX DRY DENSITY PER ASTM D1557). BACKFILL SHALL BE WITNESSED AND TESTED BY J > 3 OWNER'S GEOTECHNICAL REPRESENTATIVE-CONTRACTOR SHALL COORDINATE 0 p 4 INSPECTION AND TESTING. _ co 2. SAWCUT AND REMOVE EXISTING CURB AND GUTTER-SEE KEYED NOTE 11 FOR Q p \ COORDINATION REQUIREMENTS WITH OWNER AND PROPERTY OWNER TO THE NORTH. — (SEE ROADWAY PLANS FOR ADDITIONAL REQUIREMENTS). Z Z 3. REMOVE EXISTING FENCE. w U) Q / 4. COORDINATE REMOVAL OF EXISTING WOODBURN WEST FENCE WITH OWNER AND � 0O EE WOODBURN WEST SUB. HOA. 0 � LLJ 5 9 / 5. REMOVE EXISTING TREE-TREE REMOVAL SHALL NOT OCCUR UNTIL TREES TO BE 2 U RETAINED AND PROTECTED ARE CLEARLY FLAGGED IN THE FILED BY OWNER. z 1 6. REMOVE EXISTING CONCRETE DITCH-RETAIN&PROTECT OFFSITE CONCRETE DITCH. W 0 / COORDINATE DITCH REMOVAL WITH OWNER AND DOWNSTREAM WATER USERS. PROVIDE 0 0� + a' TEMPORARY FACILITY FOR CONVEYANCE OF IRRIGATION FLOWS THROUGH THTE SITE >_ w LU 3 9 DURING CONSTRUCTION- IRRIGATION WATER SHALL FLOW THROUGH THE SITE AT ALL Q � F 34 m w�. 9 / TIMES. _ LU 7. EXISTING OVERHEAD POWER TO BE REMOVED-COORDINATE WORK WITH IDAHO POWER w w ~ 5 9 4 COMPANY. 0 X 8. REMOVE EXISTING SIGN. 10 1 a 01 9. RETAIN&PROTECT EXISTING TREE. +al dOlX— 10. RETAIN&PROTECT EXISTING LANDSCAPING AND IRRIGATION. SS�ONAL �j�jG I TOE INy_566.09 IS 11. EXISTING PAVED APPROACH AND GRAVEL DRIVEWAY THAT IS CURRENTLY BEING USED BY �G�gTE 3 5 - °OF PPE°° °wTMD LAND OWNER TO THE NORTH-COORDINATE WITH OWNER REGARDING TOE 3 75 DEMOLITION/RELOCATION OF EXISTING GRAVEL DRIVEWAY. 12. SAWCUT AND REMOVE EXISTING CURB AND GUTTER-(SEE ROADWAY PLANS FORot� �? ADDITIONAL REQUIREMENTS). 3 I LP 3-24-21 �O �® 7 5 5 3 �PpssTF OF x� Notes K ER�� I I \ 1. ALL DEMOLITION IS INCIDENTAL TO THE WORK. • • 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS,AT CONTRACTOR'S EXPENSE,TO ' ' • • I , .• 00 co • COMPLETE ALL WORK. WORK TO BE COMPLETED WITHIN THE PUBLIC RIGHT OF WAY WILL '• . REQUIRE A PERMIT FROM ACHD. • • • , .. .. .. 9 3. ALL TRENCHING AND BACKFILL FOR REMOVAL OF TEST PITS,TREES&ROOT BALLS,AND • • 00 00 � • OTHER ITEMS TO BE DEMOLISHED, SHALL MEET STRUCTURAL FILL SPECIFICATIONS AS 0 , PROVIDED IN THE PROJECT GEOTECHNICAL REPORT-CONTRACTOR SHALL COORDINATE • + D I COMPACTION TESTING AT A FREQUENCY TO BE ESTABLISHED BY THE OWNER'S co m GEOTECHNICAL REPRESENTATIVE. MATERIALS USED TO FILL RESULTANT EXCAVATIONS co • - 6 5 SHALL BE 6"UNCRUSHED AGGREGATE BASE PER ISPWC,COMPACTED IN 12"MAX LIFTS TO o x I 95%MAX DRY DENSITY PER ASTM D1557. 3 I 4. COORDINATE WITH OWNER AND LANDSCAPE ARCHITECT TO CLEARLY MARK TREES TO BE IREMOVED,AND TREES TO BE SAVED PRIOR TO THE START OF DEMOLITION. I 3 I 5. SAWCUT EDGES AT PAVEMENT MATCH LOCATIONS SHALL BE SHARP,CLEAN, UNDAMAGED ui o 2Z EDGES. DAMAGED ASPHALT PAVEMENT EDGES SHALL BE RE-SAWCUT PARALLEL TO THE o ISAWCUT LINES SHOWN WITHOUT JOGS OR NEW ANGLE POINTS. NO SEPARATE PAYMENT w I 11 w I SHALL BE MADE FOR ADDITIONAL SAWCUT OR PAVEMENT REPAIR. <z I o U O a O 1 I zw I I 5 �m I 6 0o zQ g I 2 3 I 5 I as z w� O D a I m � I w w �z ' I 10 I �U w ao 3 zg P x -u) j K d01 5 �w Y k I I 3 ---\9, w3 7 - �3 9 I 6 L 03 5 z 1 I I 7 I 6 v' 6 11 6 2 6 5 I 9 U STOP 18 PV = W 0 W V Q m z co U w 11 CD c: m 2 12 a o w W 0- LL - - - - - - a a o O ss ss ss ss ss ss ss — — — — — — — — — — _ w w w w w ss ss ss ss ss ss—�—ss � ss o ss — — — — — F JOB NUMBER: ss .. ss ss ss ss ss ss ss ss IDB2096 C DATE: 3-24-21 N DEMOLITION PLAN w SHEET NUMBER: wo 0 50 100 F_ Cl m 3 w FEET x U) / \ TOE TOE / E� \ \\ 1 I I I \ J p L >a d / \ TOE TOE TOE TOE TOE / \\ \\\ 5 6 - •- - -- -- I / I I I • �z 0 -2572-- ------ - ---- ---- O w TOP TOP LL 0 000=Loo�o TOP TOPP TOP T4 . 9 N UGMATCH:2572.33 Legend az w a6 2572 zva w W FG-MACH:25 .32 oFG-MATCH: - H Oa r o Nya-y-3 MATC »o--_ 3 T - -- �- --- _ - -- •. ' \•" \� �•. = :}` CL FINI HED I• I II I , \ � aO dLL pLL --01 3 0 oG SG O Q oa O w ww o aw Fp 4 4P1 4P1 4P1 o o 0 Lu F - Z p - - 2 EX-GND: EXISTING GRADE I.- w w _ I— o O -_ -s --Z 3 \ / FG-MATCH:2571.82 o N O- ------ - TOE: FINISHED GRADE AT TOE OF SLOPE ° o FG-MATCH:2571.33 4 II I FG-MATCH:2571.04 I I // I I ':. ° : '"' ^ \ \.\. '' I�.:'1 TOB: FINISHED GRADE AT TOP OF BANK _ - - 1 1 \ ...............�................ I N _- - N \ i I -- 7 MATCH: MATCH GRADE - =�` `V^ \ \ CON. FINISHED GRADE OF CONCRETE..........................\ \... I \/\\ O O O o j\ R O O O O O w a N tix- 12574,///f II11 II 2571--- III I II I I:;'II - III ��5 I II I 4i i II o IIf /1 I I , �P\ ��?'� �� \ �p \ \ ;\ ��Ik�I I I•:.II �L ./. • / O o o a a N =E ZoFL. FINISHED GRADE OF FLOW LINE � o -22 .00% 7 �N GRADING ADJACENT TO CONCRETE PAVEMENTGRADING ADJACENT TO ASPHALT PATHWAY N Keyed Notes - a O E y 8 . l° o \ LL FG:2572.72 ,- 1. GRADE BREAK. ' --'1 5-2 :1 4-2 1 l� 3-2 1v 2-2 1-2 , `r � / , / Wes° GRADING ADJACENT TO ASPHALT .3 y y 2 2. MATCH GRADE AT PROPERTY LINE. PATHWAYS AND CONCRETE PAVEMENT 1 �- `No / s� FG:2572.45 1 11 I ,/ ass E o 0 S ��° I I I \ 3. RETAIN & PROTECT EXISTING WATER. U p e a y 9 I I 25.0 *-. r S� h 11 1 I /'� \ 8 55 G D.1 Q �' ?sj� I If, ti 1,-4 ss�/ 4. MATCH EXISTING GRADE AT TREE EASEMENT L -0 9 a a 1 ° FG:2573.19 1 D••` 1 1 1 \ a LINE. w• =a T 1 N:718501.81 ° I �\ C1 \ \ Qy o �yN z I I oh/ E:2450262.296 I \ \ 5. RETAIN & PROTECT EXISTING TREE. ° E FG-MATCH:2571.37 ^.� I I e ` I I J FG:2572.30 \�'�\ �\ \ ;- o o Y a ° H I !ram �'... I I \ / 6. RETAIN & PROTECT EXISTING LANDSCAPING. d ,'6 m FG:2571.60 r o RIM:2574.20 7. MATCH GRADE AT EXISTING SIDEWALK. I I I I �,� \ \ 1� 8. 5" THICKNESS CONCRETE SIDEWALK PER I I I I _25 ISPWC SD-709. Grading Not%.... , ° ° ° ° 4 :` J S-- --- - \. ° / I... 2573.00 9. CONSTRUCT SWALE FLOW LINE WITH POSITIVE , I - - - --- -- FG:2571.09 S I m o I\ N:718465.40 \ DRAINAGE TO DRAINAGE WINDOW. 1. ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION, OVER EXCAVATION, REMOVAL OF 1 M ��I 1 E:2450366.074 \\ FG:2571.07 FG:2570.82 FG:2570.87 a. / 257t-" •... \ \ \ 10. CONSTRUCT DRAINAGE WINDOW- EXCAVATE UNSUITABLE SOILS, BUILDING PAD PREPARATION, SLOPE KEYING, CLEARING, GRUBBING, EXCAVATION, S ° 2573 61 / \ FG-MATCH:2573.00 - - - - M • •° ..:A,••• k" ° °�FG: \o '1 / \'\2S7 �s TO GRAVITY IRRIGATION PIPE BEDDING, FILL EMBANKMENT, AND BACKFILL, SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS AND / -� \ ,\� N I .� , \ 3 '•''� H 2" CLEAN DRAIN ROCK TO FINISHED T h�1 WITH REQUIREMENTS INCLUDED IN HE PROJECT GEOTECHNICAL REPORT UNDER THE DIRECTION AND CONTACT DIC3LINE `•. ° I I 11 \ OWNER'S R'S G A- - - - - • S W oODp`NE S'(. •M �� \ \ 2s/, GRADE. SUPERVISION OF THE OW GEOTECHNICAL ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN 48-HOURS - - 8 W \ \III \�\\\ 11. GRADE TO PROVIDE POSITIVE DRAINAGE COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL BE BEFORE DKaCgNG 8W FG:2572.21 \ OVERSEEN INSPECTED TESTED AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. / III % FG:2571.60 TOWARDS DRAINAGE WINDOW. ' ' ' 1-800-W-=5 8W 8W 8W '/ \ - 2 A E:2450378.680 ` \ N 1 \\\\ �` "'` N 718442 37 ....................SS.................................... \ N - \ - - - ` FG-MATCH:2571 56 3 IF REQUIRED, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AN FUNCTIONING \\ � 1 \ \ F - U D, C Z S g S9 m \ \ \\\'; \ ` \ \ \ \ ENVIRONMENTAL QUALITY IDEA). CONTACT CRAIG SHEPHARD AT (� O PERMIT FROM THE IDAHO DIVISION OF EN - FG:2571.47\ \ \ I J (A THE SOUTHWEST REGIONAL IDEQ OFFICE (208.373.0557). CONTRACTOR SHALL SUBMIT TO IDEA A J DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE SEQUENCING OF THE FG-MATCH:2571.10 1 {; ;:` ' \ \ \ \ \ 1 I \ \\ \ \ \ \ 7 DEWATERING ACTIVITIES. ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF 0 - - - FG:2570.72 4 . FG:2571.15, \ \ \ I \ \ \ :\ 5°1°�°I \ \\ > \ \ \ \ = 00 �% SEDIMENT SAND DEBRIS BEFORE IT LEAVES THE SITE. Z) FG:2570.83 \ \ \ 1 I \ \ FG:2573.08 Ste\:. 1 I \ \ N 1 _ \ \ \! Q cA p �- - - - - - / \ \ \ \ 1 I \ \ \ \I \ \N t 11� \ \N 4. NO WORK SHALL BE PERFORMED WITHIN JURISDICTIONAL WETLAND AREAS UNTIL A SECTION 404 PERMIT O - 4P1 4P1 ° FG:2570.95 FG:2571.19 I \ \�� - \ \ HAS BEEN ISSUED BY THE US ARMY CORP OF ENGINEERS. ALL WORK WITH THE WETLAND AREAS SHOWN Z Z 5 p0 ° \ \ \ \ \ 2-6 /\o \ S \ \ 1 \ \ \ \ U) Q no : .......... / \ \ \ \ \\ ` I \ \ HERE TO THE REQUIREMENTS OF SAID 404 PERMIT. W W Z57 c SO ,�`' FG:2571.09 \ \ / \ U) - wo 0 o a a o 0 0�.. o.....•4 , 1 ............. \`11 r, 1\FG:2571.14 5. GEOTECHNICAL \ TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICA O � v \ 1 N'718398.89 0 W g ` ,�^ \ \\ \ \ 1 N ` \ \ \ __I 1 \ E:2450390.094 AND RECOMMENDATIONS PROVIDED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. = U o a a a o 0 0 o a '�.j. A \ \ I A A \ \ 11 1-3 R2,00'° �:. \ \ \ \ \ o \ \ \11 0 \r\ \ \ 6. THE SUBGRADE WITHIN THE ROAD RIGHT OF WAYS SHALL STRIPPED, COMPACTED, INSPECTED, AND PROOF Z 3: _6 \ \ \\ \ �\1 1 o J \ ROLLED WITH A HEAVY RUBBER TIRED FULL LOADED TANDEM AXLE TRUCK/TRAILER, OR EQUIVALENT, Q 0 FG:2570.96 PRIOR TO PLACEMENT OF FILL MATERIAL FILL MATERIAL WITHIN THE ROADWAY AREAS SHALL BE w w I pg \ 1 \ \ FG:2571.17 COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY OF THE SOIL PER ASTM D1557. Q _ 4.10 a a a a a a a a a a a a a a a R \ \ Lu I \° \ 4-6 \o� \ rN \\ \ 11 :` / `\� 1 \ \ \ 6 FG:2571.93 7. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE = v FG-MAT CH:2571.81 a FG:2571.38 \ \ \ \ \ c ° \ \ PROJECT LIMIT OR TO REMAIN AND WHICH TREES ARE TO BE REMOVED. REMOVE TREES AS DIRECTED BY w w _ 5 -0.43% = e I \ \ \ \ \ \ \ / \a , 1.001° \ \ \ \ 13' FG MATCH 2571 47 z OWNER. o a- - - - a o 's 11 8. TOPSOIL AND OTHER STOCKPILE AREAS TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER � - --- _ . `o \ \ , ;// \ ` �o CON:2571.56 MATCH ' I T \ \ \ \ ,FG:2572.48 \ 10 1 N:718360.44 BEFORE THE START OF CONSTRUCTION. I I \ \ \ \ I''�.. \ � \ S�ONAL EN \ \ FG:2572.27 g\ / E:2450421.349 9. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION �tS ACTIVITY WITH THE EPA. Q� ��G\STE �'FF n� I 2-3 I O` \ 1 \;' �o P \ 8 \1\ �/ \ 4 CON:2571.59 MATCH 10. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE \ a � \ I\ N ..1\\ /� \°\a\ N:718355.59 3 FG:2572.06 2P w APPROVING AGENCIES, OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS � � q o • ° • a \\ E:2450422.581 MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT sj 3-24-21 ° \ P\/0'S01° THE REQUEST OF AGENCY AND OR THE ENGINEER I :• 2 ✓�� 8 ° ° .° • o ° ' -J= 1 \ \1\ CON:2571.51 yT 0.33% 0 1\ \ \ \ \\\ IN:718355.77 pis F OF FG-MATCH:2571.85- ---- FG:2571.55 \ \ FG:2571.85 /,, o o , \ I 111\ \ \\\ \\\ o E.2450414.437 11. ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL SLOPE OF S K ER\GAS J ° \\\1\IN PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN 12:1• THE CROSS SLOPE MEASURED PERPENDICULAR CON:2572.37 \ I 11\\ ` o - - - - f� \\ 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX 1 CON:2572.23 N:718348.89 TO TRAVEL SHALL NOT BE GREATER THAN I a.3o°i° °e� o N:718340.48 oE:2450371.804 I �'° \I\1 \ \I\\\ CROSS SLOPE. NON COMPL G WORK SHALL BE REMOVED AND REPLACED AT • - ---- - ----- - CON:2571.63 \° o o \ \ \ ` PE, O YIN , 1 a N:718311.10 "' E:2450329.422w�" '�•1% I ° I \\ 11 1- 7 LONGITUDINAL SLO R ,• ,• • I ° _ o CONTRACTOR'S EXPENSE. • I E:2450215.023 20 ' ° '• . . �� ° o 12. ALL PEDESTRIAN ROUTES, AND SIDEWALKS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL • :. :. I s CON:2572.04 o '�s� BSI 11 1\ !\ \\ SLOPE OF PEDESTRIAN ROUTES EXCLUDING CURB RAMPS SHALL NOT BE GREATER THAN 5.0% • I CON:2571.62 �o. o g I I\ r, \1 MEASURED IN THE DIRECTION OF TRAVEL' THE CROSS SLOPE MEASURED PERPENDICULAR TO THE I 3-3 r E:2450284.036 00 \ N 1 FG:2571.56 / ' v ba° FG-MATCH:2571.01 DIRECTION OF TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX. 'TCON:2571.49 CON:2571.8 87 718318.1 A\v\�, •• I ° o , \'1,- \ \ LONGITUDINAL SLOPE OR CROSS SLOPES. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED AT 1 I I cc, N: v \ „ R'S R4 o E:2450248.832 •3.2% \ \� r, \ 1 u CONTRACTO EXPENSE. • 1 I �• \ \ \ 13. PROVIDE 1-FOOT WIDE FLAT LANDING IN LANDSCAPE AREAS ADJACENT TO ALL SIDEWALKS. FG-MATCH:2571.90- - ------ � °° FG:2571.73 ��`• ��' � �\\\ \ \\\\ 'i 11 1 -0.17% 8 o ;. 4.00� ?s \\\1 FG:2571.10 S I _ 4P1 4P1 ° \ FG-MATCH: ui -- - - - - - - - - - ------- --� 500 o� ° 4P1 4P1 \ o \\\\ /. \ ¢ �o f - o pool° =z 1 CON:2572.14 �o 0 0 0 0 \ - D \ \ \ /.• \ o o W + w I \ FG:2572.32 -0.20% FG:2572.40 -0.98% r \ FG:2570.94 N CON:2572.14;•' o 'I O o 0 IF 571.99 _ I - - - - - -- - 4-3 I I 6�. ° I \ I i � \ I \\\\\ 1'0 5" \ 21 I oo I D n (\ I I I \� 1111 a 1\\\\ FG:2571.76 N� ° ! o 0 0 -zo° a h \ I r' e 7 zw �.... 15: FG-MATCH:2572.36 00 1I M o- I8.2T II 1 1 1 "1 p o- < o G2572.216I1\ y s CON-MATCH:2572.54 ---------FG MATCH:2572.07 FG:2571.90 CON:2572.14CON:2572.14 43 u u I \ ti I IIII �: I 1\\ moo. \ /\ : \FG'251.95 z CON:21.90 CON:2572.520. ° - - ---- - -------- -- 8 V > % \ �=' w 0 0 o I I I CON:2571.81 \ 10 _ °\• FG MATCH:2572.66 8 �� CON:2572614 0 o a o e i I 5-6 6-6 I 8 i\° \° ` \\\ 8 FG:2572.00 a� - - CON:2571.92 4 I I o \. Q /\ o 5-3 I j t`o f I 0 0 o L.o l ° "e CH 2572 62 L................1 o w I. -I �,� ��� � .....2572•• .... FG-MAT z 1 I ° - - .......................... ..... ^............ I I 'Q \ RIM:2571.40 11 9„•-1��` 2571 •,,......... g FG MATCH:2572.46 I - _ _ I T-N \ IF 120 1 __ _ i � 7 w FG-MATCH:2572.09-- - ------ - --J FG:2572.07 I o o I I 8 71.72 FG:25 -- .0.02% t �� __ _ ° CON:2571.72 _ \ _ �_ 72.14 - _ \ \ o ' I c .55% FG:25 •O N \ \ _ �/o N 6.69' �\ \ N:718206.00 c z 3 I -- ---- ---� 10.00'S s_ -_ __ WITH DEBRI. N I �•�,_ 1 I E:2450555.781 OVERED W FG:2572.11 i I I I i �5.00' \ -- _ _--257 - 2 2 6g_�2568 2567-____ 0.55% I aNu u�5 cb \ \ - _ - 57 _ 5 _ L- - -- --- -- - - _ J:2 . _ _ -_ -_ _ __ M I - -- s / I / 6-3 I 1 I 8 _- - -- / 15�" a J 15� \ FG:2572.06 .;.... ! _ - - 2 V 11 �51 - - --- - / w J ° 0" i q ° 4p/ / -� a � � Y 57 ° cn FG:2571.82 CD FG 2572.07 w FG:2571.65 \ " \ \ S r--- l - Q z } co co v o FG:2571.49 ^' 4P1 I , FG-MATCH: ¢ m z FG-MATCH:2572.19---- ---- --- - ---- --- ° \ �... v ww YC,� m 1 1 FG:2571.88 FG:2572.11 FG:2572.60 J 0 O C,CD FG:2571.87 8W 8W 8W 8W _ \ 1 -- - - - - - / - IIL w ¢ v x z a _ 2 0.32% M p 8W 8W 8W 8W \ / / -0.80% / -4.71% 1 O w w 0- L Q / 1 a o ■ ■ ■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■- ■■ °■ ■ ■ ■11 W. HOMESTAKEST. --2572 8w //io°�°�' II Z ■ ■ ■ ■ ■ �� �■ice.■._■■its ■ ■ ■ ■al't■■t■ ■ ■ ■ ■Ill ■ ■■■■-t 1 ■■ �■■ ■ ■ ■ ■�� � / T I JOB NUMBER: ■ ■ ■■ ■ ■ ■ ■:■■ ■ ■ ■ ■ ■ ■■■r■l■ ■ ■ ■l ■ ■ ■ ■ i � ■ i ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I MATCH LINE SEE SHEET GD.2 IDB2096a N DATE: 3-24-21 GRADING PLAN - AREA A w SHEET NUMBER: 20 40 GDol FEET w x 3.t. `o � Z �dA-0 MATCH LINE SEE SHEET GD.1 O O or o� ■ ■ ■ ■ ■ ■■■■� ■ �rrrr■ ■ rrrrrrrrrrrrrrrrrr� ■ ■ ■ ■ ■ , ■ r■� -■ ■ ■ ■■-■��-■ �.i.■■ ■� ■ ■ ■■ ` i7 0 - E� �_=�N I r ■■ rat■ ■ ■1 ■ ■ ■ ■ ■■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - - - 00 � U --- i o / 2SD 12SD ��D'� 12SD �� ■ ■ ■'\■� �� / ■�� ■ ■ ■ ■ � I ■ ■ ■ ■ ■ ■ ■ ■ � > w _a- - � � iT o I 'F I I I FG:2571.46 O - - _ - _ \ ---- --- /-- ---- --------- _ I ° - 1 FG MATCH.2572.80 ` CD 00 FG:2571.97 -1.03% o I FG-MATCH:2572.39-- ---- -- --------- -J FG:2571.67 ""' \ M /� 0.72"/o NI 4P1 I 4P1 4P1 g1Pl FG:2571.80 I I �4P1 4F- 4P1 ° ° / FG:2571.87 �....................... l ��ti \ / s L------ - - - \ - - - - - - o :� ------------- -- .L ti \ S \ FG:2571.74-- - - --------------- - ti - -.... \\\ � o�H¢ �.cE N I e- I I '- �ti/ FG:2571.63 /1-5\ / 0 / \ a -u �� y z \ // "2s7 i o-5 \ ° I N \\ - 1 1 1 / 00 / \ / ? 86 1 1 00 PI +-- ---- ---------� 1 " _ - o S _ - L- ----------- -- ------- ---- -----J �a3Uy - I I FG-MATCH:2572.34- -- ------------ - FG:2571.71 - - - M ° - - - - - - - - 1 E o s d FG:2571.69_---:_ -1.00/o a N o -- ---- --- --- FG:2572.67_ / -0.79% V U --�- - I I SI - -- -- 7 --- -------- FG:2571.89 FG:2571.88 ---------------- ------- FG-MATCH: Q I -- -0.63/u ----- ---- - I I I I / --- � � I d a> -y � I I 1 / p•. � I 1 a o�a - ` I ` y N b 1 1 I c a aEd -� 2-5 / � " o N I L _ rn NooW -2572 - _ / 9-5 I s-s I a ,U I I 9-3 I I o - --- ED 00 00 1 1 x I I I I \ I M 1.00% -- ------------ --------- ------- FG.MATCH-2572.55 FG MATCH:2572.21- 7- - - �- - - _ _ -0.78% --\------------ -J b FG:2571.87 M I ' I \ -0.33% - N FG:2571.85---- CD 0.50/o - - - - 1 - - - - - - ----+---- ---- - - - -- FG:2572.84----- ---- - M -- -------- -o--- -------- m ° :: -- FG:2572.06 .: / -- -------- ; FG:2572.06 FG-MATCH:2572.21 - --�----=''.-- ---- - / I -2572- CONTA INE --2572-- - _ I / 3-5 e I 8-5 I 10-6 I 6EF01�E DIGGING 11 1 10-3 \ I I I // 110 i 1-800-342-1585 1 / �s> 1 1 1 11 I 1 C4 o 1 / ���- I Legend _ _ z I\ ------------- J O I ---- -- I - w L ------ ----------J I FGMATCH:2572.59 -------- ---- o _ I I FG-MATCH:2572.24- - ---- - -------- - : ° _ _ _ _ U) / r - z :. � 1 \ FG:2572.03 - - / - - _ I ° � -0.38/° FG: FINISHED GRADE � c_� M' FG 2572.01/ -1.00% - - ` - �- - - - /-- ---- --- - ----- S �FG:2573.00_ -- -0.77% ------ ---- --------- I EX-GND: EXISTING GRADE 0.20% \ ': - ---- -------- --- - 2 FG:2572.23-- -� I Q 0 ----------- ---- - \ '' ° �s FG:2572.24 y I I I TOE: FINISHED GRADE AT TOE OF SLOPE _ m I ,- m I I 1 TOB: FINISHED GRADE AT TOP OF BANK 1 I °' ` I MATCH: MATCH GRADE Z z \\ 1 a I 1 4-5 o 7-5 11-6 - Q I \�/ 11-3 I I:' �f o� Is�� I I I I CON: FINISHED GRADE OF CONCRETE LU U p I N ::'1 I I I FL: FINISHED GRADE OF FLOW LINE O w N 00 -- N I I .•', ------------ ------- FG:2573.16 -=---- ----------- ---- -- I - ------------ I FG-MATCH: z 1 FG-MATCH:2572.51- v M - 1.00% I W O I I ------J FG:2572.19 • - - - - - _ -0.76% M - - - - - - - - 1 0.32 °__ - - _ _ _ _ _ _ M Keyed Notes O w w /^ FG:2572.17 0.10% > _ --- ---- --- - -- ---- - ... ----------- ----------- � �- ,....mod' ----- ---- ----------- - FG:2572.41 FG:2572.40 - ---------- _ 1. GRADE BREAK. W Lu I 2. MATCH GRADE AT PROPERTY LINE. z o 5_5 I 3. CONSTRUCT NEW CONCRETE DRIVEWAY. NEW 0 a N I w DRIVEWAY SHALL BE A 6" THICKNESS, 4000 PSI / I \ I N 6-5 J ° aFG:2572.52 I CONCRETE SLAB PLACED ON 6" OF 4" MINUS QNA� / FG-MATCH:2572.51 12-3 I cn FG:2572.25 1 N FG:2572.53 12-6 S\ C CRUSHED AGGREGATE BASE COMPACTED TO G\STE __ ________ - -- 1 / \ I T 95% MAX DRY DENSITY PER ASTM D1557. `� F FG:2572.81 CON:2572.43 FG:2572.41 1 1 FG:2572.17 \ \° L ------- / \\ I SUBGRADE SHALL BE STRIPPED AND CON: ?s :_. \ - - - - - - -- - --.- 1 - _ - -- -- it a -'' ?.• / 2573_ "_• T-- I COMPACTED TO 95% MAX DRY DENSITY PER 3 °O CON:2572.12 FG:2572.53 I FG:2573.30 7 PRIOR TO PLACEMENT OF BASE I 1 1 1 -2.00% M \.. cQ� _ _ _ \ FG:2572.97 - - °° CON:2572.10 - - - - - - - - _ ASTM D155 o.as°i° 'r-o.as°i° o ° . - - - _ MATERIAL. ��'�q 3 24-21 P 1 N o- FG:2571.86 FG 2572.20 ° _ 0 S�F OF J JC\ I +N FG:2572.53 ° -/ 4. 5" THICKNESS CONCRETE SIDEWALK PER S S /I 4 13 of c a p� O 8W gW 8 Ia ISPWC SD-709. K ERG ° ^ 8W gW 8 FG:2572.11 N 6 - W 8W 8W ED 8W 5. S CONCRETE a .. 5 �� ° TRASH CAN PAD -5" THICKNESS N....... r 8 8W . . �....••• CON: a ° CON:2572.0 8W gW / • -- _ �_� ................... - - ........2572........ BW....... ......g SIDEWALK PER ISPWC SD-709. • , . -r y . .................. -. 4 c N .. .. I w o eo cn •••• .pQ' S - - AGO ST. 6. CONSTRUCT SWALE BETWEEN SIDEWALK AND �� ' °•co 0. 0. CON:2572.61 a ° °. o.41°i° °° ° s9°�° ` CON:2571.99 S8 - S8 - - - _ DRIVEWAY WITH POSITIVE DRAINAGE TO �• �• :.• .............. W. SANTI I A S8 S8 8S 8S S - 8� 6 S u 8 S8 o DRAINAGE WINDOW. . • FG-MATCH:2572.63 °° °a .° ° o °14-3a FG:2571.71 ° 8WgW �. ° o_o/ p 7. CONSTRUCT DRAINAGE WINDOW - EXCAVATE , ° CON:2572.21 1 5.10, CON:2572.81 ° ° ° , w% ° 9 ° 2573........• ® H 2" CLEAN i I 1ILI °° -0.4% a o.a1^i ° a TO FINISHED I GRADE.ITco �. FG:2572.01 ° • IN R• DRAIN ROCK TO FREE DRA :... ° 2572.66 ° ° FG:2572.52 p ° . FG• 57 I - Fl ....... ° 2 2 • _ • FG'2573.30 a ° FG:257312 ° FG-MATCH:2572.74 CON:2572.41 00 CON:2572.64 FG:2572.11 FG'2571.90 - _ FG:2572.07FG 257 . M - -� - - - - - -- ---- �� 77FG'2572.23 =257iN I - CON:2572.46 r- ----- ---� ---- r--- - -- - --- - L- \ 2.40 \ _ w I 10 I 1 - - I I 1 I --- - -- -� - --� ° FG:257z.97 1� I sl 0w =2571 2572=0 -- - I \ FG:2572.79 ---- --- go Q< / J III I I I FG:2572.94 0 --- ol 2573 U 1 1 I I I I I I I I I I I I I .•I'� ?sue a I I I I I �: I N� 0p \I �� 1 I i I i �''•.. I l o l I l e t I I e I I l e l I I 1 <// $. I .• 03 e \ I Q I 5.00'� �. o t o I I I _ 15-3 Q .1........................1 s-3.......................1 1 t e CC" :: :° } z I 1 1 I 1 n {........ 1 17-3 1 18-3 1 19-3 0- f 1 1 l 0 1 // I 0 w �j I 21-3 22-3 / \ I 1 1 I 1 ..• 1 1 I I I 1 2-4 3-4 -. .110 zo 1 --- - ---- 2573 Li (I L•."".... I I 1 o k 1 I • 1 I I 1 s� I .... ? I I 1 Z Z 1 FG-MATCH:2573.12 '� I I I I A I S� FG:2574.00 W j 1 /, 1 ,I, 1 \TOE:2573.32 // I 1 1 1 I 1 t.... K TOE:2573.42 I I TOE:2573.01 I r 1 FG'2574.42 I I !8.8%I TOE:2572.81 I FG:2573.43 FG:2574.39 ' -- ,----/ I ''••. i TOE:2572.97•........ I \ •. I FG:2575.50 I M 3 / 1- TOE:2573.14 I TOE:2573.30 ✓ \ - _...... .....�.... -r-.......... ........ .............................. i \ I FG:2574.02 I O o 0 �.{....f. ..............1...........y....2574..............o.................... ..................1...............................e........ �`- _. J / FG:2574.34 a / I ' TOP:2576.38....... °o ,...... - �... FG MATCH:2573.53 z .{. 2575�F I•�`! TOP:2576.65 .. _ / 2573 / 3 M 4�M. TOP:2576.75 „ ..........76. ...................✓.............o. ... 1 a, ............. - ..............................e. - ------- \ .,/... . TOP:2577.25 N.. TOP.2576.34 257 __e........................................ ;.I ..................................................( ......... ..........................\.... - ............L..... N P TOP.2576.14 R _ 4 O1 . ......... O I e.. . ✓ 2576 "'...... ............................�. _.. .. ....................M.........................................4P1......... ...........M. .....4 ....TOP.2576.30.-..4.Pr................N ..0. ...TOP:2576.47...- -..°'. _. �•...... ....... FG:2575.50 W------ / M 25754•PI M TOP:2576.63......................•'4P1 "" -.."'... ............................................ .. . S � \ 4 P ................ f h 1 ............................................ 4P1 0 I e 2576 ............ ,... ............................... r ...................................... M.................... •' .TOP.2577.57� _ """'"' / - T 2576 U............................. ° 7 4p� Pl.............. N / g M ........................ ........ .../.T '•. FG-MATCH:2573.11. -..-..- - e e - ........:-�.-..-..-..-..-..-..-..-..- --- N - ----- 23-3 a N �....... -- \.... 2577••� ...........'.. ... .... a..................• ..: 25 03.67 - ---- ---- ---- ......................N. ...... - ---~ \-v7� ...........cy. \ e \ / ----- 2575_.._.._.._.._............................ -- -- / v > - `.._..� ._ �...............` j ---- ........ TOP:2577.20 - -- =- _ . ----- - -......................2573------ � = ri 1 \ ---- --- ------- _ -------- - ---- -- -- - -- -..-.... �.._ _ ---- - . -- ------ -- __> -rt -== -- 2574 :2576 --JN \ - -_�� FG:2574.63 2574......2577 T .:.............................. ,r-_ - - - - -- _ - _.. oi,� o, or ...-.-.. o- -- -- -- -- -- _ . a Pve......--- --- -- --� --- -==_ =-_- - ' - --- - TOP:2577.34 ��__- ....................1............... -- -25 _ _- - 2574.-.o�� -- - -- - - - - ---------- - ---- --- 2574 °0 4 :--I in oi, ou oI° -s of-i:� oi�`x �oiT per-__ __ _ --- --- -- - - ----- - ----� - --`n - 7- Z w � o°� \ -- - o oIIr oria o +:r++.ra•.r _..,. ^-- -..-..-..2576.--- ---- _� -�* = a Pvc s c9 >_ - 00 w \2 2575 "PFG:2574.87' -oiir -- - - __ __ - / - --moo= -- z 00 Ir m v v q FG-MATCH:2573.37 - - o�--- a, o�-- - _ __ - ¢ z o FG-MATCH:2573.67 FG:2575.08 - -2575= `E: OO 0 -°o FG-MATCH:2573.95----, FG:°2574.84 01^ of oHF o o FG-MATCH:2573.07 25Iq FG-MATCH:2574.16 - - N o 0 FG-MATCH: i a w Y N m -- - - - FG-MATCH:2574.47 \ I� N- - -- -- - --------- -_-_ - _ =-- FG:2574.79 -- FG:2575.09 _ 1 a _ z -- - _ -_ - ---- L -- FG-MATCH:2575.48 - � z - - - - -- FG-MATCH:2574.75 FG:2575.17 -2575-- 0 w w LL LL ¢ __ ----- - -- FG-MATCH:2575.58 a a o FG-MATCH:2575.34 ----� - ------- FG-MATCH:2575.60 z JOB NUMBER: ----- INV=2571.91 - - _ --2514 i I 25�5- IDB2096 -- - DATE: 3-24-21 GRADING PLAN - AREA B w SHEET NUMBER: 0 20 40 J FEET F w GD02 w x m LL - pVLu O WN a0 -°30 - =L _ o aL 0 - o - 10.00'PUID EASEMENT 47.00'ROW 10.00'PUID EASEMENT o - 33.00'TRC TO TRC - F�� 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 2% V _ v� a. —� 2%o r— o 0 a a o MIS /NP.\/\ / \/\ CONCRETE SIDEWALK //�//\//\//� / // // //�/�\//\//�// /i /�//\//\//\//\//\//\//\//�//` ��/��//i. //�//\//\//�// // //� /, //,\//\//, // CONCRETE SIDEWALK Q �n y a PER ACHD SUPPLEMENTAL 2.5"THICKNESS OF PLANT MIX PAVEMENT (1/2"SP-3 MIX DESIGN 58-28) PER ACHD SUPPLEMENTAL a� STANDARD DRAWING SD-709 COMPACTED TO 95%OF MAX THEORETICAL DENSITY STANDARD DRAWING SD-709 V V a a 4.0"THICKNESS OF%"MINUS CRUSHED AGGREGATE BASE d i - 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 a d d E o a STANDARD DRAWING SD-702 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 STANDARD DRAWING SD-702 d __ _ }a m L.., a-o If m 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—HOURS 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 Z TYPICAL ROADWAY SECTION ATTACHED SIDEWALK - (33/47) (LOCAL) J > O RD.0 = m � o z U) z w U Q o O � w 2 Ug W O w LU Q _ _ ~ w U w w Z 0 O 1 , �SS\ONAL Q� G\STE �'FF 3 LP 3-24-21 �O doss /( �ERo�S�� • D ' . . . • m .. 00 m • co mt, c• . co :.. . .. .. .. .. . • . . 0 LLI co a ❑ 0. Q� �a z Qa o� 00 g� m 00 oa 03 og a� O >ci Lu w> �a �r Q ci o z,n -n ow YK �3 o Zc 3 0lzi ' 1 1 1,31 1_ /Lu A U Z � j W rn Q > 'D 2 Q p}p Z cl 0 of w O N CD m w Q U ' Z p � W 0- LL H a 0- JOB NUMBER: IDB2096 QDATE: 3-24-21 rSHEET NUMBER: ui a~ RDm0 W 0 0 � wz SEE SHEETRD.2 00 o �E=ry a 47.00' I 3-3 I w - _„� � � iT 1 III I d - --- 1 I 33.00, I I O FF °cSEE SHEET RD.1 Ke ed Notes 0 a Z OI QV _ -- _ dos 3 0 �3 U w 1. 3' ROLLED CURB AND GUTTER(TRC) PER ACHD _ o aE o I \ An SUPPLEMENTAL STANDARD DRAWING SD-702.I � aLL► 4_g I / 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL �Q22-3 1+26.26,43.9T LSTANDARD DRAWING SD-709.1+50.03,16.50'L 4-6 I 3+09.77 = I I �, i �- TRC:2571.69 / / ( ) - _ { I I TRC:2573.50 I / I 3r� I !� 4 ----- N 3. ASPHALT PAVEMENT SECTION SEE RD.O E y \ I CL:2571.29 M 3+23.66,47.46'L I ----- 1+41.45,18.09'L / - - I s I I I I - - uu 4. SEE STORM DRAIN ON "SD" SHEETS. 8 c Z 1+42.17,14.50'L I I I ry I I I I 2+g3.82,40.06'L TRC:2571.20 I - - - Z cc LIP:2572.28 LIP:2573.46 I I 2-6 I I NI I I TRC:2571.15 3 --- 1 ------ , 5. CONTRACTOR SHALL VERIFY EXISTING TRC LIP OF I III I { I 1+45.54,16.32'L 2 p LIP:2572.33 GUTTER, AND CENTERLINE ELEVATIONS PRIOR TO a CURB SLOPE AT 1.8V I I I I 2+68.21,16.50'L a0 -_ R316.50' START OF CONSTRUCTION - NOTIFY ENGINEER o I I �',r I 9 3+50.21 16.50'L I : I I I 3 s p 1+56.16,16.50'L 1+96.87,16.50'L/ a ACROSS PED.RAMP { I II I I ` I I TRC:2571.06 TRC:2570.63 ""' -6 - 2571_-_- I IMMEDIATELY IF PLAN DISCREPANCIES ARE NOTED. L s E y 1 TRC:2572.65 TRC:2571.61 6 PAVEMENT �i o �'3 ° W I 12+35.76,16.50'L I I I �f' ti o / SAWCUT 2-FEET MIN. OF EXISTING ASPHALT PAV v = Q I 1+96.15,16.50'L I �O - - �1-3: - "" �1+56.16 o 1+37.95,14.50'L 'I'E.� �' ( I I TRC:2571.37 -- 9 :oo• 11 a ""'�' I ' �R300.00' / a 2+08.15,16.50'L PERPENDICULAR TO THE ROADWAY CENTERLINE. a3 y y I { TRC.2572.11 z >�o�c rj I CL:2572.72 LIP:' {{ I I I I I I \ ��; ��� 3+77.29 16.50'L f -- p 1 2 - 4 TRC:2571.66 rn a �.... ��' ----- I..""' •• / 3�� \ 13 7. REMOVE EXISTING TYPE 1 &TYPE 2 BARRICADES. -0 E- w r d I I I 7 • TRC:2570.74 C N o I I I I I I I p6 + ` •�� i/ 8. GRADE BREAK AT CENTERLINE. 1+22.86,16.50'LI �" I I 1+94.97,16.50'L y 2 v o - �g0-` --- - GRVL MATCH 2571 27 - TRC:2572.14 1 -- Q m - TRC:2574.16"••• .{'' . � •.. •" ••• •... . ----_ ` cn 9. CONCRETE PEDESTRIAN RAMP PER ACHD � � - 11 0 _ 1+22.86' I 1 � � 10 `: •: � � � ?s�1•••••........ 12 0_ 3+50.21 � 13 �0i � _ 1 SUPPLEMENTAL DRAWING SD-712H, TYPE H2. Q N o �N „ ; , z CL:2574.24 \ o �" :2570.71 4+27.18,13.50'L 8 o PROVIDE TRUNCATED DOMES PER ISPWC SD-712. THE _ _ „ „ E� \' 2-6-� ' \ • ••L.• � o w - "' +? �� 8- 1 '- _-_ o � _ 'L� N PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED w00DPINE ST. .......... M o o S _- /�- _ _ TRC:2571.00 { : 1+00 N. LLAMA WAY M� 2.5°i° `•. ��' 2+0 �S 2+34 ° IL m W o �o 11 0 00' 1.5/0. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE a c W 3+03.53 0 ,"'� K t 4+ - - �...............: eh'ti ' o v 00 14 4+27.17 - .. .... 25 o M �>- a D - o m 2570.9s- -__ SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWS 0 . I /o 0 2+02.87 1+70.74-.• S 1 S / 1 8 c 1 - 73•...........M ...• olo 1.9/o M g CL:2571.02 --- >> 513"" •••• 7.� N � �, ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE _ � � � . � .. ... - �,:ti -- I CL:2571.71 1+00.00,16.97'L \ CL:2572.96 --__ 1+14.53 M 3.3/° M I \\\ \ ?s�.. ° _ g _ _ w ^ _ - g °I° - \ 2571.03 DETAIL ACHD SD-712H/RD.6. SEE SHEET RD.5 FOR ' SS �711 00 \ , CL:2572.23 0\0 0 M8TRC:2571.00 /� dti R300.00'�--'00 - off° 10 - + - PEDESTRIAN RAMP GRADING. TRC-MAT .44 1 I 1+94.97 a 4+27.16,13.50'R -� - CL:2572.96 o f 1 96:7RVL-MATCH:5 ti•. 3+25.47,16.50 R = ��1 / J 1 I 3 ,� •.. 2-- _ ___ e\- £� CL:2571.69 10. ---- 1+00.00 I ,:, g _ -- TRC:2570.76 -____- - -__-- o o� 1 2:• CONCRETE PEDESTRIAN RAMP ACHD SUPPLEMENTAL ' CL-MATCH:2574.53 I J I/ I' -2 no' .� ° 9 N 2+24.57,16.50'R I I - - --__- --___ -___ 10 } 11 f :. 13 DRAWING SD-712G, MID-BLOCK. PROVIDE TRUNCATED _ _ 1- / _ :•�l ti 1 I I - :: --_--_- c2571 ST AMP 1 TRC:2571.50 I I - 13 - - 6 P.. . 1oi 9 11 0 I I 11 I 3+77.30 16.50'R 2 - -" __ -- - - --- 1+96.87,16.50'R I - _- CROSS SLOPE SHALL DOMES PER ISPWC NOTEXCEED 712. THE D1.5%. THE } / I ° / I • ` �/' • .. . I 1 `••I I I Ia ..TRC:2570.74 � -- _ -- 1°`•• �''••. N •:' �•, _ . •1+60.65,16.50'R TRC:2571.61 3.0% 3.0% I �- �-- � by h PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL NOT CONTACT DMINE - 1+00.00,16.87'R o 2+13.59,16.50'R I d I _ i -, -- �, :' TRC:2573.13 y� s;`I 3+50.21 16.50'R I I - TRC-MATCH:2574.44- I +"'\ O° ' TRC:2571.69 I I I 3+72.06,16.50'R �:r _` -- -1+5 ---2570 EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE 48-HOURS I,.. {' e >' - -2 l I TRC:2570.63 I I ,-- -- _ _ 0.02,16.32'R I 7 •(...I I' I \ ' • I I ''•. I TRC:2570.72 i _2568__ :`{___ _- �'1+30.74,44.18'R_ -- _LIP:2573.27 dot _ INDICATED SLOPE REQUIREMENTS. SEE DETAIL ACHD I =Q - s 11+85.61,28.45'R 1 I I BEFDI�E DIGGING \ 'I -zi I LIP:2572.28 I I I I --_ ------- = y TRC:2574.07 - -! SD-712H/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP �_ _ 2_1rr 1+22.86,16.50'R I I I I I _ -_-- -- � T - L.• !....\ s Q -1 1 I I I 3-2 I I ?`s>z I I I I i - T -.' I - 25 --- _- TRC:2574.16 I 2 1+g3.60,32.32'R I - --- i. \ - = - 69 GRADING. 2573 ••....... \ "' I I I :' -LIP:2573.32 -- I I ! I Q ' I LIP:2572.33 11. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN 1+27.80,16.50'R " 1 \ 1-1 1+68.34 I 4-2 - \... ........... .. • . J I I I I I a I 1 / i d -,\1+33.62 29.3T R 2569 - 1 °/ TRC:2574.07 (••"""• 1 J g CL:2572.721 I 1+82.75,42.91'R I I d I:` 9 o N N. 1 1 1 Z TRC:2572.65 I I ,{ 5-2 ti LIP.2573.49570 ;::I' \ �• I I I 5� =2571-2 =_ - --_ '---= THIS SREQU REQUIREMENT DOES NOT HAVEA TOLERANCE IO Z 1+38.13,16.60'R•.....l ........,..• i; 1 I I I • OP -_ 3300' 4 I I I `L -, ° I 1+31.49,33.30'R �i°p ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY U LIP:2573.53 •......1 I I 1. I -- L ti -LIP:2573.53 J Cn I 47.OV 2 I I I I I :' I - 2571__�� � SHALL BE REMOVED AND REPLACED. 1+41.92,•18.58'R � 1 a•. LIP:2573.49 '� 12. CONCRETE VALLEY GUTTER PER ACHD p 17/ X � \ ---J I I I I I 1 1+52.48,30.75 R \ _ _ Ids I I L-_ �h \I I 1 SUPPLEMENTAL STANDARD DRAWING SD-708. LIP:2573.32 - - I I I 13. TYPE II SIDEWALK TERMINUS BARRICADE -SEE SHEET 0 N T I - 1 h I / - h o'r �1+54.05,34.85'R d ��Id -' I II -I-i i I Z Z N o r LIP:2573.27 /o ----_- _ _ --- - T- ,/ I i /I I 14. TYPE III ROAD TERMINUS BARRICADE -SEE SHEET SL.2. W Q_ Sol -- - - - ipE� - 1 • 1+53.80 45.48'R -- - /--_� - W U) 0 -_- _ _ \ --I 15. GRAVEL ROAD SECTION -(SEE 1/RD.1). TRANSITION O --- o _ I GRADE FROM END OF PAVEMENT TO EXISTING GRADE. � Lu \ TRC:2573.13 I 301 30 "�_ \ �- /� 16. PRIVATE SIDEWALK -SEE GRADING PLANS FOR z 0 I 111 1 / i / _,ol I / REQUIREMENTS. LLI O uj Q � 2 Notes _ Lu W. WOODPINE ST. (STA 1+00 TO 4+27.17) N. LLAMA WAY (STA 1+00 TO 2+02.87) z Lu 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 O a 0 30 60 0 30 60 FEET FEET A MINIMUM OF 24 HOURS PRIOR TO REQUESTING INSPECTION. N 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS �t`�jS��\SA EFNGj�L LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY QUO �� Fes. SHALL BE RE-EXCAVATED TO NATIVE SOIL AND 0+80 1+00 2+00 3+00 4+00 4+40 0+80 1+00 2+00 2+50 BACKFILLED WITH STRUCTURAL FILL PER ISPWC 3 SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR cf'J 3-24-21 ENGINEERED FILL PER ISPWC SPECIFICATIONS AND 9TF OF SOP PROVIDE A COPY OF THE COMPACTION TEST REPORTS. 9pss {( ER���S� 2584 2584 2584 2584 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN ASPHALT PAVEMENT AREAS. 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW .. • IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE - - • .• .• .• TEMPORARY REROUTING PROVISIONS SUCH THAT THE .I I I . rn • . . . PVI TA: 1+27. 9 CO FLOW OF IRRIGATION WATER, AND DRAINAGE OF PVI LEV: 2574.25 SURFACE WATER ACROSS THE SITE REMAIN Ln 2580 K: 20.00 2580 2580 6 N 2580 UNINTERRUPTED THROUGHOUT THE DURATION OF .. 6' J CONSTRUCTION. L C: 40.35 It c? r U N U • N LO co P I STA: 2 13.77 N m � Nw I- rn fln� P I ELEV: 2571.66 0 L N `r° ON N K: 20.0 CO O J U + LVC: 41.23 °' r� U w 66 6J 6 LLI A o o � � FFo> > > > N M N N V) I` N 0 ow 2576 m ,, M N U N + 2576 2576 2576 ao + Ln + ul 0 + J U >a N N N co U ai took cn Lu cq w --- U U U U of 0 > > > > P- z 3• O O O O 4"THICKNESS OF%4"MINUS CRUSHED AGGREGATE BASE r �D ��O ��D ��O C COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 o0 02i 2 20°o -0.56 ° o �o o �o o �o o �c 1` 1` )o 0000 000� 000� o o J 2572 10"THICKNESS OF 6"MINUS UNCRUSHED AGGREGATE BASE N 03 2572 2572 2572 COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557 3 ' ° 7 0 \\�\\\\\�� \\�\\\\ \�,'j ,' GRANULAR STRUCTURAL FILL AS REQUIRED 2 �- \_ \\\ O + in z SEE SHEET C4.2 6"MINUS UNCRUSHED AGGREGATE BASE N FINISHED GRADE ROADWA-7 :2� Y CIL w w PI @ \ \\\\\\\; „\\\ \��\ �; COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 FOR EARTHWORK FINISHED GRADE ROADWAY CIL DI-DI ° REQUIREMENTS Z @ APPROXIMATE EXISTING GRADE @ ROADWAY CIL DI-4A SUBGRADE SHALL BE PREPARED AND PROOF " SDMH-3B DI36 4"PI COMPACTED PER THE SITE PREPARATION SECTION + w 15"GI APPROXIMATE EXISTING GRADE @ROADWAY CIL SDMH-3A DI-46 OF THE GEOTECHNICAL REPORT AND BE APPROVED r O Qo SDMH-4A BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR z 2568 ' 2568 2568 2568 TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR GRANULAR Q + 4' PI STRUCTURAL FILL y Q ow NOTES �� rK U¢ . w3 1. ALL BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN o DACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. y3 2. AGGREGATE BASE MATERIALS (3/4"MINUS CRUSHED AGGREGATE&6"MINUS UNCRUSHED LU z g3 AGGREGATE)MATERIALS SHALL COMPLY WITH DIVISION 800 OF THE ISPWC. Z 2564 2564 2564 2564 3. ALL SUBGRADES, STRUCTURAL FILL,AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO COVERING UP THE Q Q WORK OR PLACING SUBSEQUENT LIFTS. 4. SEE SHEET C4.2 FOR EARTHWORK REQUIREMENTS. O ci z � . - � W rn T'IT � VEHICULAR GRAVEL ROAD SECTION 1 of a m zco 2 W O N N m 2560 25601 1 W Q V 'j< Z 2560 2560 Q N. LLAMA WA RD.1 o o- W 0 asa a L f r%mr A -4 1 ^^ mrtlm% �^M 0-7� JOB NUMBER: HORIZ.SC LE:1"=30' D62096 OODPI E S . (�TA 1+00 TO 4+27.17 VERT.SCA E. 1"=3' HORIZ SCALE:1"= 0' 00 DATE 3-24-21 2556 2556 VERT SCALE:1"_ ' 0+80 1+00 2+00 3+00 4+00 4+40 2556 2556 SHEET NUMBER: 0+80 1+00 2+00 2+50Li RDIIIIIII W W wZ 00 .5 mE� yEc 0 U o 2. a T _ W` O d O SEE SHEET _ aU SEE SHEET RD.3 - o 0 oo� co o. - I; i Keyed Notes VIII III III I S. 1 059��� / ' / \ `'• \ \ 3+73.98 Y�\ i� I 6+98.46,16.50R --- Q i p TRC.2571.96 11 1. 3" ROLLED CURB AND GUTTER TRC PER ACHD N \ \ \ 9 CL:2572.07 F- ✓ 3+90.47,47.02'L I I I I I O 1 \ ;I I SUPPLEMENTAL STANDARD DRAWING SD-702. 1+08.94,38.82'L 33.00'-LyIJ - TRC:2571.99 I I 2-5 13-5 I 4-5 I 5-5 Q 1 3 \ s> _ 1-6 3+57.48,47.59'L 4 I I 6+57.45,16.50'R 1g_3 \ I 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL TRC:2571.06 4-6 \ \ ?.• �- 7.00'. I I I I I 1=- \ 1 ` y Z \ :, L•'. ------- TRC:2571.99 O 6+54.23 Z TRC:2571.80 STANDARD DRAWING SD-709. I'': z \ \ \ \ 6+54.23,16.50'L I CL:257 .87 I / _ U 5+21.08,16.50'L I 6+54.23,16.50'R •1 / I 3. ASPHALT PAVEMENT SECTION (SEE RD.0). y TRC 2571 79 - \ 'r I I I TRC:2571.79 \ I` / d 1+37.94,16.50'L� I If I - \ TRC:2571.90 I ------ - - --7 4. SEE STORM DRAIN ON "SD" SHEETS. O I \ TRC:2571.15 \ o• 5........ 4+20.47,16.50'L. I - - - -\ ° I s E E I I 5 82.00,16.50'L �? - -------- 5• L ` �'3ati w \ I I + a CONCRETE PEDESTRIAN RAMP PER ACHD O 5 \ 5 3 TRC:2571.50 "' 4+80.58,16.50'L \ TRC:2572.15 s> I O _' SUPPLEMENTAL DRAWING SD-712H, TYPE H2. v i= \ •. \O � � \ 3+27.45,16.50'L 5 I I I �?"I•• TRC:2571.74 I I I\ i I / ? :'' I 1 23��I -m TRC:2571.97 a" y\ -- -- -- �5+61.59,16.50'L -- ' ' I I PROVIDE TRUNCATED DOMES PER ISPWC SD-712. THE N o 5 J 9 2 oI ��� 7 ,- o°� 2 ' RC 2572 07 I.................. 9 # oo + , 3� H 18-3 I i ° 1 S%. THE PEDESTRIAN RAMP OLONG LONGITUDINAL SLOPE D T 2 ;I; E-' SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED E L a :.\ 4 0, --- - I1 - EE SHEET R FOR Q +' , DILATED SLOPE ENT ,; -1.0% ..,•,...• 8W 8W 8W 8W 8W 8W 8W 8W 8W W 8W 8W 8W....... ....................�............. :•,�� •.. :.; .I Ia D.5 rn o ABOVE THE IN P REQUIREMENTS. SE # 1+52.00 \ 5+82.00 k0 :�L - - - - - - I; I; PEDESTRIAN RAMP GRADING. _ ` 1+00 ° 2+00 ,, A 1 3+00 4+00 1 5+00 1 6 ---- - :' :� I c E 1 -1.9/° CL:2571.29 W I NW 13TH AVE. ------ _ ..............\................ CL•2572 23 ::' ................. 6. - -'' o 7 w V PROVIDE TRUNCATED d mw m " o DRAWING SD 712 ID BLOCK _ _ so. ,...,. e'' . 1 1 0 0 1 - T I PEDESTRIAN T - }a I' I I CONCRETE PE RAMP ACHD SUPPLEMENTAL � 8 �7 Q 1 6SD- 3+27.45- 6SD 3+73.15 SD Q 4+20.47 3 1 2 L 1'2 'D•••.........• - ' a I`:. I; WIN - - ' DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP 1+00.00 5 ° 2S.......... CL:2572.05 CL:2571.82 CL:2571.58 \ : 9 17-3 I I, ° 3 4 CONCRETE TRASH WHEEL € CROSS SLOPE SHALL NOT EXCEED 1.5/°. THE I CL:2570.96� 'Poo CART PAD-SEE GRADING __--�-� • � II I PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL NOT 1 PLAN FOR REQUIREMENTS 1"'. I ` I - - - - - - Y - - - - - - - - - - - EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE 2 2+ .55,16.50'R 6 2 �-- ---I o 1+s7.55,1s.5o'R -- -- -- _ �TI,8c7 :2571.79 - -- r1 - -- - - - - \ - III SD 12H RD.6.SLOPE E SHEET D.FOR PEDESTRIAN RAMP 2INDICATED R300.00 # TRC.2571.28 \ -1 4+47.55,16.50'R F 7 I' + i TRC:2571.61 - ---- I GRADING. I I I I I I I I !: I I 5+82.00,16.50'R ' - I 1+49.49,16.50'R 3+27.45,16.50'R L:` TRC:2572.15 ^ I \ \ 7. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CONTACT DIGLINE 1 TRC:2571.20 I 2+07.55,16.50'R I I I I I I I I I l N \ I: I \ CROSSING SHALL NOT EXCEED 1.9% IN ANY DIRECTION. 9 2+47.55 16.50'R TRC:2571.97 3+27.55,16.50'R 3+67.55,16.50'R 4+20.47,16.50'R I I° TRC:2571.45 TRC:2571.62 TRC:2571.77 :4+87.55,16.50'R 5+27.55,16.50'R 5+67.55,16.50'R 14-3 16=3 III I \ THIS REQUIREMENT DOES NOT HAVE A TOLERANCE 48-HOURS TRC:2571.97 TRC:2571.50 TRC:2571.77 TRC:2571.93 TRC:2572.09 I: I f` I ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY BEFORE DIGGING 1+19.49,46.53'R f'' •. . I - SHALL BE REMOVED AND REPLACED. 800-342 lM � 4P1 a <v TRC:2570.63 1 1 ...............................1b3ti 1 13-3 1 I \ : : 12-3 1 ------- If.I ° 8. °r1-3 2-3 1 3-3 1 4-3 '� 5-3 1 6-3 1 7-3 8-3 9-3 1 10-3 11-3 1 -- I CONCRETE VALLEY GUTTER PER ACHD I I ti I I .........L.....L......................................i......1......1 I I I I I I `� \ I \\ SUPPLEMENTAL STANDARD DRAWING SD-708. 9 • . - - - - - - \ � 1 I � 1 -- ----- 9. PRIVATE SIDEWALK -SEE GRADING PLANS FOR Z I I 1 REQUIREMENTS. U _O J to > I' I I 1 15-3 ti ! p ���� I I I I I I I v I / I 1 1 V / I ar i A 1 rl \\ O m Q � 0 ,__ v Notes U) - --- --- --- - o.. • Ids .�� � -�� �----- --� ��----- --� �----- --� o� � �--�•---------=�_ - - Idv Ids o Idt Idt dt- Ids dt Idt l - I� -- '�- \___ ___ I` CONTACT ACHD INSPECTION SERVICES AT 208.387. W - Q --- " ' ' - - -- -- - -- -- -- -= - --�--- -1 1 ---/ -- - -- -- - -- -- -- - -- -- - -- -- - -- -- -- --I-- -- �- -- - A MINIMUM OF 24 HOURS PRIOR TO REQUESTING W - - -- ------ --- �� U) 0 III III r \ ( INSPECTION. 2 O � w 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS = U 2i NW 13TH AVE. + W. SANTIAGO ST (STA 1+00 TO 7+00) LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND W O z BACKFILLED WITH STRUCTURAL FILL PER ISPWC 0 � 0 30 60 SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY LLI FEET NATIVE MATERIAL MEETS THE REQUIREMENTS FOR = W ENGINEERED FILL PER ISPWC SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST REPORTS. W ~ w O 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY o a 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 WORK WITHIN ASPHALT PAVEMENT AREAS. 2584 2584 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND S\WL F,y PIPES AS REQUIRED TO COMPLETE THE NEW �S IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE Q� G\STE ijiFF TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF 3 SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF �'> 3-24-21 CONSTRUCTION. 1p OF \OQ 2580 2580 ASS K ER\��5� LO N . . 00 00 N � • . • .. .• Cfl N L7 M tiO4 . '• • • 6 O � NN (+MN 'tLfl 00 J .4N , .• .• .• • • • Lf) • •• •• .• • 0 � � C\1 MU MV + N U �} J • • • • co 0 -Ljco U 2576 + J J 2576 U .. + • • FINISHED GRADE @ ROADWAY CIL 0.43% ♦ ^ =Z O 0 F O 2572 � � -0.50% 0. 0% -0 5 ° ° 2572 ow -771 ` A'c ° SDMH-1A APPROXIMATE EXISTING GRADE @ ROADWAY CIL DMA SDMH-1D SDMH-1E Com ♦ Iol DI-1 B DI-1 C ~ g �0 O DI-1D 0 gN oo SDMH-1 F + o 2568 2568 o 03 THE CENTERLINE SLOPE SHOWN TO BE SDMH-1B CONSTRUCT PI 4"P1 SDMH-1C Q z w 2.98%IS A PROJECTED ELEVATION TO UNDER STORM �"' o oz ESTABLISH CURB ELEVATIONS. THE DRAIN V� W w J ACTUAL CENTERLINE PAVEMENT GRADE ■ �� SHALL BE SHIFTED DOWN THE F Z OADWAY ALIGNMENT AS SHOWN TO y �" ACHIEVE A MAXIMUM ASPHALT SLOPE Qo 2564 OF 1.9%WITHIN THE PEDESTRIAN ROUTE 2564 C OF THE INTERSECTING STREET. zvi ASPHALT WITH NON-CONFORMING Q >� oa SLOPES SHALL BE REMOVED AND REPLACED �w Y k w3 ti ao /w �3 O o3 2560 2560 Z W U Z W Lo LO rn� of m zco °c° 2556 2556 2 o °oo } SA TIAGO ST (ST 1+ 0 T 7 00) ORIZ.SCAL :1"=30' 24 w aWNW 13 H VE. ERT.SCALE 1"=3' a a 3 0- 0 2554 2554 Z 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 � ID62096 DATE: 3-24-21 3 SHEET NUMBER: _j J o RDm2 W w og wZ 00 .5ILL P: mE� yEc 0 U o a T _ W` ---- SEE SHEET RDA - J � ~WO) - N --su 1 - - - - - - --_-- a - 47100, - - - - - - ss ap N 3o -- -s o :•••" -o=� �.3� I I ----------- s --------------- ------ 40t =- � �� :•.•~ I , -- 33.00' F-------- -- 1 - - 1 nTo ..... .... .J.. .a. .a.a.... �- 1 I:'•• '�iI 2 I II N II ��a U�- o- 0 ------------------I 4-5 ♦ 7-5 Ia 11-6 -1. I = 2 f - �./, - I I � i �e ......................................................................................................................................................................................................................... W o - N PI -------- - 4PI 4P1 ..............................4P1{.................. -4P1 \� 4P1 I ------------ �- - ---------------- � Nc3_E --- - -- -- 4P1...................� _ _ - - - ` y o CJ v o�� 1 Q a o S1 - - - �� Z .......................................................................................�. / - ------ - T ........................................................................ ---- - 25,3 8 36 736.93 - - M po Z •.., ,....• + 7 L 1 yN � � ......................................................................... I TRC:2572.43 CL:2572.52 - 1 2572.44 12-6 -.....................\ ��........................................................................................................................................................................................... E 8+69 80,3s 07' I d o s 6-5 g+32.50,21.11'L�.. 5-5 v - ...... __ -�-- LL ----- --------------- - LIP.2572.32� 4 �c - - o --- --- TR QV --- - 7 650 L .................................. ___ --- J - y ------ ++- L - \1--- -.. .�... \� `----- -- ------- 2 TRC.2572. 4 ----- - -9+77. _ a ELd • 44 • 5 • TRC'2572 85 • 25,16 50'L J h 3...8\1 ....... TRC:2573.20 -- ----_- �� - - �o - erir-- of� - -- -- -- .............. .,,....-�. OP- oi oi� o r� REMOVEEXITSTING OHP OH our - - of -��or„ _ o-...-.�..T.r.... - N; 0 p2� - - - - d o :...:,< "° Doi p�Hp- DRIVEWAY APPROACH o'`r ° ° �, •• � - G 8WT W �I° <••..` .' SEE DEMOLITION PLAN FOR � ....•••• 8W g � �o •••• N _ S ... �/ 8 W A' 8 N 8+72.58 ~ 3 � �w ADDITIONAL REQUIREMENTS H 8W 8W ' 7+0 1 CL 2 41 .. 2573..... e c a E- W ...........Q........... o'o W. SANTIAGO ST. 8+00 - �- T - o - w -M_ 1s°i° 9+00 1 0 0..... ^ 1 a Teo To d >Q TBC MATCH:2574.18 10 - - - - - - _ v r> S8 a - o c N m w m TBC-MATCH:2574.26 1 SIN gs -,,_ 8 .. . LIP-MATCH:2573.73 10 LIP-MATCH:2573.81 W 3 "' CL:2572.52 0 8+54.08 6 5 4 9+02.00 ...... .. 1 9+77.60 - - -- - - - --- ----- 72.70 N _ ........ --- - _ - - - - :.' CL•2573.28 OR ----- --- - - - - a...: 7 L_ -- --_j 2 \ +' .. 9+31.10 16.50'R 9 ' - - 7+39.47,16.50'R TRC:2572.13 ---- 4 TRC_2573.01 - II - I 1 8+18.36,16.50'R 1 16.50'R�\ I 4 I TRC:2572.44 � 1 1 1 TRC:257�.96 1 1 7+80.48,16.50'R 8+91.37,16.50'R I TRC:2572.29 I :'' ' _ 9+77.60,16.50'R CONTACT DMINE a \ +' ?s�� 8+54.85 TRC:2572.85 I i TRC:2573.20 I 1 48-I--1O1J� _ 2514 8+38.35,36.07'R I W. USTICK RD. --- \ TRC:2572.80 I °a CL:2572.88 8+71.38,36.93'R ..I BEFORE DIGGING I 3 TRC:2572.83 / - -800-342-1ra85 - 19-3 I I 20�3 I 21-3 I :' 22-3 / I I I I II 1 1 1 2 1 2-4 1 1 1 �h`�'� 3-4 33.00' 2 I,\---____I- 1 1 U O W W W- W � I I I 1 I ;` ?sue 1° 1 > W W W W I 1 :.:....:r.....1.:• I 1 1 1 I > 1 = m Z) --J L----- _ SEE SHEET RDA � z Q 2 U) 0 N N O � w W. USTICK RD APPOACH REMOVAL W. SANTIAGO ST (STA 7+00 TO 9+77.60) 2i z � 0 10 20 0 30 60 LLI O FEET FEET 0 � w LU J F _ ~ LLI � W W � Z O O a Keyed Notes O 7+00 8+00 9+00 10+00 5"THICKNESS OF PLANT MIX PAVEMENT 2584 2584 �SS�ONAL E/yG� (SUPERPAVE SP-3 1/2"MIX DESIGN W/PG-64-28) Q� ����STE OFF 4"THICKNESS OF%4"MINUS CRUSHED AGGREGATE BASE 1. 3" ROLLED CURB AND GUTTER(TRC) PER ACHD 00- QED C COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 SUPPLEMENTAL STANDARD DRAWING SD-702. o ooU�o oo�o� �000 OC) 25"THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE 2• CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL 3 COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 STANDARD DRAWING SD-709. 3. ASPHALT PAVEMENT SECTION (SEE RD.0). 9T pP� GRANULAR STRUCTURAL FILL AS REQUIRED 6" MINUS UNCRUSHED AGGREGATE BASE 4. CONCRETE PEDESTRIAN RAMP PER ACHD 2580 2580 s K ER��� COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 SUPPLEMENTAL DRAWING SD-712H, TYPE H2. co 00 PROVIDE TRUNCATED DOMES PER ISPWC SD-712. THE N N o 0 SUBGRADE SHALL BE PREPARED AND PROOF COMPACTED PER THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED oo � L L r; • 10 SITE PREPARATION SECTION OF THE GEOTECHNICAL REPORT AND 1.5%. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE M o � CV cV ~ • ' ' • BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED 00 LO + J J c` � �� (• ( � PRIOR TO PLACEMENT OF OF ANY SUBBASE AGGREGATE OR + 00 C) 00 U U • • ;0 ;. GRANULAR STRUCTURAL FILL ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE 00 o �I • DETAIL ACHD SD-712H/RD.6. SEE SHEET RD.5 FOR • • PEDESTRIAN RAMP GRADING. 2576 2576 NOTES 5. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN APPROXIMATE EXISTING GRADE @ ROADWAY C/L ' 1. PAVEMENT SECTION WITH IN ACHD ROW-CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND CROSSING SHALL NOT EXCEED 1.9% IN ANY DIRECTION. - •` • • UTILITY CUT STREET REPAIRS)WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO THIS REQUIREMENT DOES NOT HAVE A TOLERANCE USE THE FOLLOWING:. MINOR ARTERIAL ROADWAYS(W. USTICK ROAD)SHALL BE SP-3, 0.50 INCH (1/2")MIX, PG 64-28 FIVE ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY INCHES (5")THICK,AS A MINIMUM WITH 4"OF-/4' BASE AND 25"OF 6" MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION IS SHALL BE REMOVED AND REPLACED. o GREATER. o� 400 0.4 /o 6. CONCRETE VALLEY GUTTER PER ACHD 0.51°o -2.0p% 2, o �� w . 2. ALL ASPHALT PAVEMENTS AND BASE MATERIALS,AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE SUPPLEMENTAL STANDARD DRAWING SD-708. 0.40 0 00 ~ 10 WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. 2572 19/ 2572 a ow 3. THE ONSITE AND OFFSITE OFFSITE ASPHALT PAVEMENT MIX DESIGNS SHALL BE AS SHOWN FOR THE RESPECTIVE WORK 7. TYPE II SIDEWALK TERMINUS BARRICADE -SEE SHEET as LOCATIONS. SL 2 FINISHED GRADE @ ROADWAY C/L 4. AGGREGATE BASE MATERIALS (3/4" MINUS CRUSHED AGGREGATE&6" MINUS UNCRUSHED AGGREGATE) MATERIALS SHALL 8. TYPE III ROAD TERMINUS BARRICADE -SEE SHEET SL.2. i o COMPLY WITH DIVISION 800 OF THE ISPWC. 9. 6"VERTICAL CURB AND GUTTER(TBC) PER ACHD 4„Pi 12"Gi o �1 5. ALL SUBGRADES, STRUCTURAL FILL,AND BASE MATERIAL PREPARATIONS SHALL BE APPROVED BY OWNER'S SUPPLEMENT STANDARD DRAWING SD-701. z� GEOTECHNICAL REPRESENTATIVE PRIOR TO COVERING UP THE WORK OR PLACING SUBSEQUENT LIFTS. 10. SAWCUT AND MATCH EXISTING CURB. THE CENTERLINE SLOPE SHOWN TO BE o0 6. ASPHALT PAVEMENT SHALL BE COMPACTED IN ACCORDANCE WITH THE ISPWC AND THE PROJECT GEOTECHNICAL REPORT. 2.99%IS A PROJECTED ELEVATION TO DENSITY TESTING SHALL BE PERFORMED RANDOMLY ACROSS THE SITE AT A FREQUENCY TO BE DETERMINED BY THE 11. W. USTICK RD. ASPHALT PAVEMENT SECTION - 2568 ESTABLISH CURB ELEVATIONS. THE 2568 =LL (SEE1/RD.3). ACTUAL CENTERLINE PAVEMENT GRADE ^ 03 OWNER'S GEOTECHNICAL REPRESENTATIVE. SHALL BE SHIFTED DOWN THE Z H 12. SAWCUT AND MATCH EXISTING PAVEMENT. -ROADWAY ALIGNMENT AS SHOWN TO ACHIEVE A MAXIMUM ASPHALT SLOPE w w J ASPHALT PAVEMENT SECTION - W. USTICK R D. OF THE1.9%WITHIN THE PEDESTRIAN ROUTE + of Notes OF THE INTERSECTING STREET. Z ASPHALT WITH NON-CONFORMING C� �.3 2564 REPLACED SLOPES ALL BE REMOVED AND 2564 0 QO 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING C J� INSPECTION. ♦ ow Y k 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY - 4 a SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC y °z 10 03 SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY 2560 2560 NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND y PROVIDE A COPY OF THE COMPACTION TEST REPORTS. 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY 0 WORK WITHIN ASPHALT PAVEMENT AREAS. (5 z CO W J rn 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND a ¢ > o � Y PIPES AS REQUIRED TO COMPLETE THE NEW im a m z 't° of IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE 2556 2556 Z ° N N m ORIZ.SCAL :1"=30' -, a _ TEMPORARY REROUTING PROVISIONS SUCH THAT THE Q w a Z FLOW OF IRRIGATION WATER, AND DRAINAGE OF S NTI G ST (ST 7+ 0TO1+77 60) y O W W Q SURFACE WATER ACROSS THE SITE REMAIN ERT.SCALE 1"=3' 0- 0- o UNINTERRUPTED THROUGHOUT THE DURATION OF 2554 2554 �j CONSTRUCTION. 7+00 8+00 9+00 1 0+00 ' JOB NUMBER: � ID62096 DATE: 3-24-21 3 SHEET NUMBER: Li RD03w O W': Inc SEE SHEET RD.3 SEE SHEET RD.2 6 wZ / 111 ti / I / / •: i.. l \\\ \\\ / l / l \ \ \ HIN O \ \\ 11 l/ 11 l OOoc - -E�Ty� Ty Keyed Notes O o � T // / / ►' ;/ \\ /' / / I /\\ / `3 q 7+46.25,47.02'L / W I • _ / / ( v -, :. cbTRC:2571,50 \.` ° a TBC-MATCH:2574.26 / / 5-5 / g N _ I � / / / �/ / 3 7+63.57 / / 1. 3" ROLLED CURB AND GUTTER(TRC) PER ACHD ~ _ r N - I l 8 :` / / ` CL•2571.8 :` SUPPLEMENTAL STANDARD DRAWING SD 702 a Z = � ./ `3Oga 6 10 S9 \ a0 .3 / l / �;%:' / :' / \� \\\ \\ I / l I / / ?,• 2. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL Q L) t N>o-o \mil/ _ - / 4-5 / / \ / 0 8 7+47.07 STANDARD DRAWING SD-709. :: 2573:\ FL:2. 1.40 pS -J ;` ,'/ f � / l l / l ` l l l o c ( ) a - 3000 / / / �' / / :/ a O/ - // / / / / ` \ // / / / 5 R3 9L C`! 3. ASPHALT PAVEMENT SECTION SEE RD.O y 3 0 3-5 L- 4. SEE STORM DRAIN ON "SD" SHEETS. A° _ 21-3 / l / / - 1. l 5 d� M8 1 S9 L _ _ 1+35.43,47.18'L 12 /% :` \\ / N > / / / / / / / 257p.-- / / \ g o\e o, ^� W 5. CONCRETE PEDESTRIAN RAMP PER ACHD E=o `N / - TBC MATCH:2574.61 \ / ./ / // / / - - / �•••••• ,/ �4 = SUPPLEMENTAL DRAWING SD-712H, TYPE H2. o c N¢a�:�.E / h \J :` 2 5 / + ° M8 N PROVIDE TRUNCATED DOMES PER ISPWC SD-712. THE / / 8 d /• / / / 7 16.26,16.50'L y Z / / 1+48.42,19.38'L \\ / y :' / / / / / / / TRC:2571.99 W PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED y 2 `''•. / 14 / / LIP:2574.50 \\ \\\ / / 00 q3 / ;�\ / / // / / / / \ / 7+16.00 °g' �8 N 1.5%. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE y = o �r /l / l / �s d� l l l 5 _ - / / 1+50.97,20.21'L i \\ Q \\ \\/ / \ / / 1-5 7+47.86,45.98'R' R30.00 /f \\ \\/ h / / CL:2572.07 SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED o 0,� / 7 TBC:2574.90 \\ ` _ �, o :` TRC:2571.97 s SO i / Z / I d� \\ l l I / / ---- / a �' o ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE a = E y / w 4C�R. + Q / / /�'O„ /\\ \\ / �` DETAIL ACHD SD-712H/RD.6. SEE SHEET RD.5 FOR C o 1+48.01 11 / M/�y 1 65.42,16.50'L 1 h / :l \�// / / / / \ / li 0 3 ° / \ .': CL:2574.59 I TRC:2574.49 - 2+67.81,36.07'L ��• / ••...............� \' ' / \\� / / \ / / + o. ° PEDESTRIAN RAMP GRADING. - o \ RR 15 I 22 3 TRC:2572.44 / 2 / l I I d L\ \J / / l / 3 7 16.26,16.50'R / L a 3 y y so\ / \ \ 2 _' l\\ TRC:2571.99 6. CONCRETE PEDESTRIAN RAMP ACHD SUPPLEMENTAL °� "-' a 13 "'•• I '', \\ I 2+47.82,16.50'L / 2+g4.31 a 2 / / / \ \\ / / / \ / r \ \\\ DRAWING SD 71 ID BLOCK PROVIDE TRUNCATED sa' a N y 2.� >°: / / / / \� / / 2 WIN - 2G, M - E= � y 10 00� / TRC:2572.80 CL:2572.52 v _ N / / DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP o / / a I CROSS SLOPE SHALL NOT EXCEED 1.5%. THE Q N ILIP:257a.ao �•, � � / / / / / / \ d� \ \ �• � 1 PEDESTRIAN RAMP LONGITUDINAL SLOPE SHALL NOT 3+00.84,36.93'L / / / / / / \ / I EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE Q N N �ij yy 1+47.60,18.66'R O///f// 1+63.37 / TRC:2572.44 / / / / / / / / / \` �� 4 �\ \ I U) E o LIP:257a.68 / //�// CL:2574.61/, / , 25;,2 \/ / / / / d� �� ` N \\ INDICATED SLOPE REQUIREMENTS. SEE DETAIL ACHD o ?',00 F / 3+05.11,21.11'L/ / / / / / / / / /I / \\\ �Q :^\ 16 SD-712H/RD.6. SEE SHEET RD.5 FOR PEDESTRIAN RAMP 0- m T o m I 7 0, 1p l c •Op. LIP:2572.32 l l l l / / I/ -= I \\ GRADING. I // I " ✓ y1�' o 0 2+47.82 I / / / / / 11 ; /o o �d/ 3+20.84,16.50'L , 8-5 / / / 2 / I/ / \c O O CL:2572.88', �� �� TRC:2572.43 7. CONCRETE PEDESTRIAN RAMP PER ACHD / I / `b sr• ' 2+83.54 / o // / / // s�� �/ 1ti / Z \4P/ " \ " SUPPLEMENTAL DRAWING SD-712C. PROVIDE 5 / F / / h I , 1+33.37,45.82'R / j 15 / • - CL:2572.70 / / 3+50.56,16.50'L / / / / 9_5 \ /I !� / yam' o TRUNCATED DOMES PER ISPWC SD-712. THE / 61� TRC:2572.30 / / / / �\ TBC MATCH:2575.05 / oo// %:•..• ;'j g 000 3+91.07,16.50'L / / / \/I �� / n� / 6+47.16,16.50'R\� 4p/ PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1+63.36,16.00'R ° O c(�� p / l I h 0 o p 2 / TRC:2572.13 / / / l / I ' Orb / / / \ TRC:2571.71 1.5/0. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE / :: /� TRC:257\4.53 2 \ °• ��0 10 i 3x00 \\ / 4+31.58,16.50'L / / / / 00 \\ 1� �� SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED \ \\ O ` TRC:2571.96 / / \ / d / I \\ \\ gyp/ - ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE /// 1+49.93,19.68'R - 2+46.24,16.50'R y = 3+19.25 ' / / X �o / cb g / I /` \--- $ TBC:2575.05 / o I / \\ DETAIL ACHD SD-712H/RD.6. SEE SHEET RD.5 FOR DKLM TRC:2572.83_ CL:2572.52 /\\ / / 4+72.09,16.50'L / /5+64.63,16.50'L \ / co / I 5-6 . /4� 5 N TRC:2571.38 \ _/ PEDESTRIAN RAMP GRADING. 2-4 \ or / y 3 1 TRC:2571.78 / / / / \\ I/ / 1 48-HOURS \5 g ; Mg\ 1 / 3 / v / I 8. SAWCUT AND MATCH EXISTING SIDEWALK. REMOVE BEFORE DKnNC 2+66.23,36.93'R O� ;��o 2 \\\ / /.;:% 4+92.59,16.50'L o \ 6+05.16,16.50'R / I AND REPLACE SIDEWALK TO NEXT JOINT PAST THE _ TRC:2572.85 y, / TRC:2571.69 5+64.63 / TRC:2571.55 / 1 800-342-1585 2TNgV VII 400.... ,.,... - /-- CL:2571.46, // / LIMIT SHOWN. 9. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN \� / o •. T o 5+64.63,16.50'R \ CROSSING SHALL NOT EXCEED 1.9% IN ANY DIRECTION. 5 3+53 M o 1 i TRC O • > ; 03,16 50'R' •• THIS REQUIREMENT DOES NOT HAVE A TOLERANC /.(7g I 2 8 TRC:2572.29 a.......... 3 / OG 6-6 2 ° _ E•. \ ° I ABOVE .0/o. PAVEMENT THAT DOES NOT COMPLY J � ���' ; -' /.•' \\ CL:2572.98 / 2 M o j I SHALL BE REMOVED AND REPLACED. i / s 3+19.25,16.50'R \\ 4+92.59 / S I J 8 a 5+63.65,16.50'R / > TRC:2572.44 \ CL:2571.77 d TRC:2571.39 I 10. CONCRETE VALLEY GUTTER PER ACHD / 3-4 1 / / / / / �8 / /a I SUPPLEMENTAL STANDARD DRAWING SD-708. m ° \ / v 2+99.26,36.07'R / / / �5+00 O� e �/� v v v / 2 TRC:2572.85 / / 3+93.03,16.50'R / / / O / 1 \\ / / I 11. 6"VERTICAL CURB AND GUTTER(TBC) PER ACHD Q U p TRC:2572.12 : mo \� \\ / SUPPLEMENT STANDARD DRAWING SD-701. U _ / / / 4+33.03,16.50'R 2 d. 16 d� I Z Z TRC:2571.95 f / \\\ °j - � \`L-- 12. SAWCUT AND MATCH EXISTING CURB. W � Q / / ° \\i I ;' / / / 2 - - _ - •�` - ` --O/ 13. W. USTICK RD.ASPHALT PAVEMENT SECTION - U) 0 O w � 11-6 / / - °• J, - �- (SEE1/RD.3). 0 � / / 4+73.03,16.50'R j.• / 5+26.52,16.50'R // // - -= __ _ --- I = U w TRC:2571.78 / '•/. / �\ -- - // / / - ___ -O O O O O O O_O--- - 14. SAWCUT AND MATCH EXISTING PAVEMENT. TRC:2571.55 / 10 6 // / / 4+92.59,16.50'R / \ / I // /% ` - _ --___O 15. TRANSITION CURB FROM 6"VERTICAL CURB TO W O /c / • L ::'`� / / / / / / / TRC:2571.69 / / / 2572 I n7/ /// / - ROLLED CURB AND GUTTER. SIDEWALK o ui LU y ;' , l / l / / l ••./ -- l O LONGITUDINAL SLOPE SHALL NOT EXCEED 5.0/o, WITH Q _ 5+06.37,16.50'R .. ........` / / - _ _ - --- __- o. - 1 l l l / 2572••••••........ / NO TOLERANCE ABOVE 5 0°/ ~ 9-6 / TRC:2571.63 �2 f.\.. / /// /� --_=. _ r ---_--- _ W /V�0_ \ / / / / / / , / �/ / / / . ® ..•,:� o --_____ 16. PRIVATE SIDEWALK-SEE GRADING PLANS FOR w w 8-6 / ��s�� / ✓/ / % / / / REQUIREMENTS. z o 17. CONSTRUCT SIDEWALK 4-FOOT CLEAR AROUND EXISTING POWER POLE. NW 12TH AVE. + W. HOMESTAKE ST. (STA 1+36.38 TO 7+45.07) Notes G\STE �SS�ONAL FN�� Z 0 30 60 QO �� FEET 3 1. CONTACT ACHD INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING LP 3-24-21 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+80 INSPECTION. �o�TF OF 2584 2584 2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS `SS /( ER\GAS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC • SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY • .• .. CO NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND Q '• 00 00 N c PROVIDE A COPY OF THE COMPACTION TEST REPORTS. 0 0 • • 2580 M 2580 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY ,c'4 + J J co WORK WITHIN ASPHALT PAVEMENT AREAS. t� VCD �i 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND • ti N � w co � PIPES AS REQUIRED TO COMPLETE THE NEW CM to 04 IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE N U V � •• ti r TEMPORARY REROUTING PROVISIONS SUCH THAT THE ,14 Cl* N + o ,� N FLOW OF IRRIGATION WATER,AND DRAINAGE OF w ca J N ti V SURFACE WATER ACROSS THE SITE REMAIN .-. o s 2576 + 1+ i 2576 UNINTERRUPTED THROUGHOUT THE DURATION OF ti ow CONSTRUCTION. O 0.13° APPROXIMATE EXISTING GRADE @ ROADWAY CIL g 0. 0% ♦ 00 7+16.0D 0 1+32.37 / IP: 2574.40 0.50% 0% L: 2572.0 , �� H 0z 2572 - % -� -2 ° 2572 CIO 0 1+ 6.37 M o3 LIP: 25 4.40 1 1.9% z as 4"PI o SDMH 2A - ♦ M FINISHED GRADE @ ROADWAY CIL SDMH-2B 7+49.07 r� w 0 _ LIP: 2571 53 DI-2A Q 8"W DI-2B 7+45.07 y 4 -- a4 LIP: 2571.53 10 2568 SDMH-2C U O Z�2568 y 8"W -^ O J_ �W W 8„W o w Y k Q U K w3 L=j0 I U LLI �3 THE CENTERLINE SLOPE SHOWN TO BE o g3 2564 2 03%IS A PROJECTED ELEVATION TO ESTABLISH CURB ELEVATIONS. THE 2564 ACTUAL CENTERLINE PAVEMENT GRADE SHALL BE SHIFTED DOWN THE .j ROADWAY ALIGNMENT AS SHOWN TO ACHIEVE A MAXIMUM ASPHALT SLOPE 06 d O OF 1.9%WITHIN THE PEDESTRIAN ROUTE z Ln N OF THE INTERSECTING STREET. W w J ° ASPHALT WITH NON-CONFORMING z } v SLOPES SHALL BE REMOVED AND CO m z - � 2560 2560 REPLACED w Y N v m Z W Q U X Z N O � wof aQi a 0- JOB NUMBER: Z IDB2096 DATE: 3-24-21 2556 2556 Q SHEET NUMBER: W 1 TH AV . + . OM ST KE ST. (ST 1+ 6.38 TO 7+ 5.07) VERT.S ALE 11''=3 Q RDA 2554 2554 o 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+80 1 U) wz ss 00LL `W / ���// LL ^ S T - C 3� a' fnCL _ - \ FG:2573.23 FG:2573.60 \ - - - -- - FG:2573.56 \ FG:2570.81 ° 4 _o.o o _� FG:2570.79 CFG: o 2 5?S0 cFG:2571.10 �?_ - ° °° a FG:2573.68 n -- - \ \ < P. ° FG:2573.72 ; - - FG:2571A2 42/ 0�`� c o 3 L 2 n\ FG:2573.24 0 / a ° \ �, 4 �1 FG:2573.76 / -5� _ E W / 9G d 4•�4� �0 g ° FG:2570.95 4.1°I° :ate%"' S o _ 3 -0.5% oJ65°lo ° / ° °° ° a ° ° ° FG:2571.03 N¢ c N z 9 oo a5°Io ° \ ° 4 ° ° \ 27 / FG:2573.22 K. o\° FG:25'14.11 ° ° °° ° a - ...geto °° oo�o w U ° a ° °° °O°° 4 ° 4 FG:2570.73 8\ V o a qP\ \ �O/\ ✓ �30 ° d d ° ° ° ° ° ° FG:2570.71 FG:2572.65 \ 3 aQw. ° FG:2573.27 �, ' FPG:2573.47 d° \ 8\ a O O c o .3� F FG:2572.72 •1.0o o o ° L 8\ o V c o . y -- 2 E Ea3yy FG:2572.24 g\f�J pNE S�• `aS � � +� w > H 0.9% -1.0° 2 8W O E y FG:2573.43 ° ` S s S Tad o FG:2572.26 1.0% FG:2573.42 r, ° FG:25 47 FG:2572.45 \ O - a -0.5% 0cp +�� / to N z Now FG:2572.42 >� FG:2572.21 Eo d Q -1.0% d ° ° mwaT FG:2570.97 S8 S8 S8 S8 00 FG:2570.81 °a FG:2572.30 0-s�(�(� -1.0%FG:2572.37 FG:2570.84 °4 ° FG:2572.35 OP � \\ � o FG 2570.82 ° 7 ° ,A1OO ° `n1 VY •1.0� fy� � FG:2570.83 ° FG:2571.14 FG:2571.05 8A \ 00 031ae; rf FG:2573°57 FG:2573.99 ° ° ° c} 1P' °� ,o°. CONTACT DMINE ° 'n FG:2570.82 • \J/ ° FG:2573.46 « a ° FG:2570.62 FG:2570.87 4 // HOU� ° '\ / FG:2570.83 ° ° X ° FG:2571.17!01 B+EFpOF E/ DIGGING G9 l ° h\ FG:2570.61 1 0% FG:2571.16 FG:2571.13 FG:2573.55 • °\� ° ° �1� -0.9%�. - /� 17 1 ��° 9 FG:2570.66 FG:2570.87 se:: -0.5% �! \ Y\ ,- 5.0% FG:2570.86 o gS d A�°I0 FG:2574.06 c o: FG:2570.68 n= 6.0% CD /i - °d f -5.0%;�:• C 9a-6.2% °FG:2571.20 z � FG:2570.87 ° � O F S� FG:2573.62 i Q \ \ p FG:2573.65 0 0 0 / FG:2570.91 o 700 \ \ J _� S k ° ~ W J O d ° FG 2573.58 ° °� ° A 7 o •09 j FG 2571.00 < 1.5% �� yo� ` ` 4 /° �� ° 3/ ° ° Q FG:2570.89 °A• °A. FG:2570.95 s0 ° FG:2571.24 O cl 4 \ ° ° FG:2571.15 1 \/ m ° 4 \ ° \ o ° FG:2571.22 \ Z)° \FG:2571.09 ° 00 a ° Q= U) m ° d ° Z W z c 0 N N m 0 � PEDESTRIAN RAMP GRADING AT N. LLAMA WAY + W. WOODPINE ST. PEDESTRIAN RAMP GRADING AT NW 13TH AVE. + W. WOODPINE ST. w o o w 0 10 20 0 10 20 Q FEET FEET = F- LLJ Lu w ~ w z 0 O a �SS�ONAL ENG� FG:2572.50 ° 4 a FG:2572.50 \\ \STE a ° °4 ° \ I cf� FG:2572.07 FG:2572.49 ° FG:2572.45 ° � � FG:2572.44 � ° 00 ° FG:2572.11 FG:2572.53 °\° 3 h %�°�o W ° �� FG:2572.59 � 4 o ° °A• Af FG:2572.22 � 4 06 \ ° FG:2572.06 -0.6% \ ° FG:2572.19 Q FG:2572.22 Flo° °��j° J 3-24-21\\ ° �- \ \ FG:2572.53 t� �O _ ~ .f 9 9TF OF \�P FG 2572.51 �� - ° ° b \ 1,Oo °°: C FG:2572.20 Oss ER�G�SO ° FG:2572.05 ° �o \ � °a •5.5%ems°e -1.0% N � FG:2572.68 o0 0.5% ° % ��i / 5.5%=qo 1.0% 1.0% e,Me-6.3% n °j FG:2572.74 9� -1.0% a�9o-6.5% V9 do J 4 G /FG:2572.56 FG:2572.22 0-) Z _ \ FG:2571.98 u �+ ° o °O O p� FG:2572.23 °y \ // ° \ • 00 4 �� i\ FG FG:2572.23 2572.22 fo\o `so °° ° Ld \ • • FG:2571.75 E39}oa ° ° ° 4 A p •1.0% // Q \ • • • • • ° L '• • • FG:2571.80 ° ° 'o ° FG:2572.55 � / � ° o -3.6% FG:2572.07 p b9�o ° FG:2572.52 1.5/o ^./ I d� � a H � .• .• •• ° 1.1/o FG:2571.99 ° ° ° d °° W f +aIT ��a _- --- �I� r Mae \\ u u .• • �- FG:2572.32 o ° ° ♦ • • • • - ° FG:2571.,2 0.7% a 1.0/o ° FG:2572.94 \ --- �f FG:2572.64 ° FG:2574.49 I ° 4 FG 2572.55 O ° ° 1 ° - O FG:2572.83 ° FG:2574.56 Z • -2 7% FG:2572.42 � W 8 W FG:2571.72 5° M 4PI ° 4 FG:2574.53_ u -1.o°i° P I 4 P I 0 8W FG:2572.41 �7% ° 4PI ° 4PI 4PI 4PI • M 8 W FG:2572.46 ° 8 W 8 W 8 6" 1.4% 8 W_FG:2572.49 8 V ° 4 FG:2574.60 J` a Ld CO CD 18 G I 1 8 G I -FG:2574.90 T v �- 18CI 186\b �ti w 4 > a / �� ^� 4 FG:2575.08 18 G 18 G Q t o ° Q W. HOMESTAKE ST. FG:2574.84 _ _ ° to ° ° o = W. SANTIAGO ST. ---------- ---------------- --- - G:2571M------------ ° M ----- FG:2575.03 �o f- ° f- -------------------------- °p° ao a n -2.0% _ FG:2574.71 ° •0.3% d ° ° `o,�° - --Ah�j --------`---------- a / �G:1575�9----------------. r _ 9+00 ° FG:2575.05 ° J _ FG:2574.90 4 LL ° ° Z __ o ° ° FG:257�0�3 ° ° o z Z U o --- - - - - - --- - - -- �� 4 ti g Sg SQ � -oi it o 4 ° � ���� �1% �1" d •0.4% oo ° �` 8S 8S 8S FG:2574.78 ° 0 • . 0 0l'� o HP oi^ ° - z� -�° _ 1 ° ° 1"P - m 1 _y 0 FG'257 N -1.0% e I 4.7% Co o Cl!o+ �800 1 FG:2574.38 FG:2574.58 ° f- o N o \ °/ o 0 1.0% S.2% °Sog °\° FG:2574 51 °0 5 0 ° e -0.9/o a zo a 0 74.77 ° �� -� %080 . 4 ° O� -6.2% -1.0% -1.3"/0 9 U j d 6> -0.2% FG:2571.57 a ° 0 3 FG:2572.58 ~ d &3 FG:2572.58 ° FG:2574.70 FG:2574.27 FG:2574.50 �- Z a z o FG:2571.57 FG:2575°20 p FG:2571.52 1.0/o v1 -1.0% 1.0% e 00 0 1.0% -0.9% FG:2572.60 FG:2574.51 u? 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O ° I-* FG:2572,89 7 0 0 4 00 o FG:2571.68 ° ° -1.0% FG:2572.57 ° \ bg� / ' \ =� FG:2571.36 4 \°\° 0 4 P FG:2572.43 Alf -0.4%° s° /` o a ° y : FG 2572.57 4 ' NK 4PI-- 4PI-FG:2571.35 ° FG.2572.48 FG.2572.94 i FG:2571.87 i FG 2571.39_ P FG:2571.31 0 0 o a 4 a FG:2571.83 \ v c 5 3% o„ ° ° • / �. •°•°• 4 / � w3 _ -1.5%i4*a 0.7% 4° 6.5% 9 4 0 =5:: 1.0% g -6.3% p°\ / FG:2572.96FG:2571.29 0 FG:2571.37 1.5%=?•; I FG:2571.66/ -- FG:2572.74 1.4% of 4;-6.3% f 4 ° A N o FG:2571.31 0 / o FG:2572.56 y / FG:2572.90 Y °i �/ / / 1 ° 0.1% FG 2572.59 PEDESTRIAN RAMP GRADING AT W. USTICK RD. + NW 12TH AVE. o L oo A ° °°° FG:2571.314 o °lo / / FG:2572.79 �80 �s% o - FG:2571.53 1i� / / \ �° °° FG:2572.48 FG:2572.3 FG:2571.61 FG:2571.56 / O� p / 4 FG:2572.83 ? � / I � � FG:2571.70 / ° FG 2572.79 �°� i / FG:2572.97 / 0 10 20 FEET V I FG:2572.94 / FG:2571.63 / \ FG:2572.97 / � Lo W J Lo Y Cl > co °P w N PEDESTRIAN RAMP GRADING AT NW 13TH AVE. + W. HOMESTAKE ST. N PEDESTRIAN RAMP GRADING AT W. SANTIAGO ST. + NW 12TH AVE. a m O 00 00 Zw Ye 0 10 20 0 10 20 a 0 LU W d LL FEET FEET 0- 0- 0 JOB NUMBER: IDB2096 W DATE: 3-24-21 SHEET NUMBER:W ui IL F RD05 w w w Z 00 = E__ .Ec DETACHED SIDEWALKS ou �� -_- 5" THICK CONCRETE 2 GUI ; � 3 r - o 1.75% t 0.25% �'' Q !- - 9 U ° 6" STANDARD CURB y go' s o 2'-0" \ AND GUTTER ° 3"7 O 0 a O N "3 0 s 4 1" BATTER 4" OF 3/4" MINUS CRUSHED BASE °N 10" 1'-2" � e �dHaoa MATERIAL AS PER SECTION-$00 LO o e as - _ I _ EXTEND SUBGRADE & BASE 6" BEYOND CURB o- w E z o = O =3E v o 2 o¢ c E PLACE CONCRETE F H O y z AND CRUSHED BASE 30, CROWN 5" THICK CONCRETE 12 PER SD-709 Rl/4" TAPER MIN. (WHEN APPLICABLE) (MIN.) 3" ROLLED CURB 75% f 0.25% 5 C� y g o= AND GUTTER - 5 o 4 8 3,1F1�L �oaQd -H a = n FLOWLINE 1 b °D ' ` ' ' TYPE "H1" TYPE "H2" LEGEND �o L O E y c rq _ °- p. �° ° 1.5% f 0.5% (2% Max. Slope) a y :.u a o 2 4" OF 3/4" MINUS CRUSHED BASE � � ✓` DIRECTIONAL RAMPS - STANDARD DOMES ♦ 7.3% t 1.0% (5.3% Max. Slope) L. a.23 y MATERIAL AS PER SECTION-800 9% t 1.0% (10% Max. Slope) Q. p y y4 EXTEND SUBGRADE & BASE O E o u r N V T } 1 6" BEYOND CURB C1 V `, a D _N 5" THICK CONCRETE CV N o 3 B VARIES 12" 12" S S 5 ° D 5'-10' N 6 B 1.75% t 0.25% E U " STANDARD CUR 5 _ a D Q p MONOLITHIC POUR CONCRETE /X - �b D � D D PER SECTION-703. AND GUTTER 3 7 Fj d o m A D 1 �� n m w EXPANSION JOINT AT POINTS SURFACE REPAIR v O D D OF RADII TERMINAL.O© o o:> (4' MIN) 4" OF 3/4" MINUS CRUSHED BASE 7• , 4" AGGREGATE BASE PERSPECTIVE MATERIAL AS PER SECTION-800 6" O , 4'-0" EXTEND SUBGRADE & BASE 6" BEYOND CURB 2'-0' 2'-0" G R1/2" .-. e' VARIES 12" 5" THICK CONCRETE � 3.� G�� TYPE "H3" ACT�M 4. 3" ROLLED CURB 1.759' t 0.25% I I �-HQu� NOTES: d1 :m AND GUTTER NON DIRECTIONAL RAMPS W/ RADIAL DOMES BEFORE DKaCgNG OA GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND NOTES: 1-$QQ-34Q-15$5 THE PUBLIC AGENCY HAVING JURISDICTION. LEGEND: d 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 6" OF 3/4" MINUS CRUSHED � D ' � �°s- (4' MEN) 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. O RAMP DIMENSIONS, MINIMUM DIMENSION INDICATED MUST ALSO MEET SLOPE CRITERIA IDENTIFIED ABOVE. Z PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. I T EXTEND SUBGRADE & BASE CURB TYPE = STANDARD 3" ROLLED PER ISPWC SD-702 O © CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING (OR CONSISTENT O 1/2" EXPANSION JOINT. TYPICAL SECTION ION 6" BEYOND CURB THROAT DEPTH ' FROM FACE OF CURB J (A NOTES: THROAT WIDTH 4' MIN. WITH 2x SIDEWALK WIDTH FOR SCORE SPACING.) WING = 3' TRAVERSABLE J OA LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER. WING = 1.5' NON TRAVERSABLE D O MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. NOTES: O m © BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY. = D 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 Cn 0 OE RAMPS SHALL NOT EXCEED 12;1 (8.3%) SLOPE & TRAVERSABLE WINGS 10;1 (10%) © SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC R€GHT-OF-WAY. OB FILLET DETAIL FOR CORNER RADIUS 15 FEET OR LESS. O — Z Z D SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. O NON TRAVERSABLE AREA - PATTERNED CONCRETE�LAWN�GRAVEL�ETC. (n _ 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. EO 1/2" TRANSVERSE PREFORMED BITUMINOUS JOINTS J THE TERMINUS POINTS FOR CURVE AND WHERE SIDEWALK IS PLACED BETWEEN TWO w (n — 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 U) D O PAY LIMITS FOR VALLEY GUTTER. CONCRETE FILLET MUST HAVE A THICKNESS OF 8" AS SHOWN ON SD-708 G O 0E 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 U LU MINUS CRUSHED BASE. z 3 � 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION Sheet 1 Of 3 Lu 0 IDAHO STANDARDS " IDAHO STANDARDS IDAHO STANDARDS IDAHO STANDARDS „ >_ uj LI FOR PUBLIC WORKS 3 ROLLED STANDARD DRAWING FOR PUBLIC WORKS STANDARD DRAWING FOR PUBLIC WORKS CONCRETE STANDARD DRAWING FOR PUBLIC WORKS PEDESTRIAN RAMP TYPE H STANDARD DRAWING Q _ A ONS RUCTEOENT) CURB AND GUTTER N° SD- 702 ONRUCONVALLEY GUTTER N0 SD- 708 (ACHD CONSTRUCTION ENT) SIDEWALK N0 SD- 709 CONSTRUCTION IN 0. SD-712H ( (ACHD SUPPLEMENT) FOR ROLLED CURB (ACHD SUPPLEMENT} w w o a �SS0AL �G\STE 8'-0" Q� F 7' 6" STANDARD CURB. MATCH WIDTH OF FACILITY ro 6 3 o 12:1 Slope ;,<\ J'j� 3-24-21 � �TF OF PLACE CONCRETE & CRUSHED BASE PER SD-709 REQUIREMENTS ALUMINUM PLATE (TYP.) SS K ER\GAS SEE NOTE IQ (WHEN APPLICABLE) p� S m o 0 ALUMINUM PLATE (TYP.) RAMP SECTION z-0" m ° . . 6" 1'-6" TYPICAL 1/2"x3" BOLTS, WASHERS � • • • • R1/2" R1/2" °O & NUTS (2 PER PLANK PER POST) ° ° � ' 00 CO C• C SIDEWALK MAY BE NON-CONTINUOUS. SIDEWALK IS NON-CONTINUOUS, VANDAL PROOF OR RIVETED • • t • •• 0 0 R1" RED WHITE ' 0 0 •• • Q • • . . C SEE NOTE © I 12 a' a' 12:1 4 4 1" BATTER I x RED WHITE _._-2"x2" 14-GAUGE A.S.T.M. A570 POSTS ° • ' D co **4' RADIUS 1/2 TOE RAIL TYPICAL 1/2"x3" BOLTS, WASHERS • & NUTS (2 PER PLANK PER POST} VANDAL PROOF OR RIVETED e e [> 2%2" 14-GAUGE A.S.T.M. A570 POSTS r e III III _ III III III I III III III ICI III _ 11 �— �o 6" STANDARD CURB. 6" STANDARD CURB. I I I—IIII - I I I I— I1 I I1 I - I I Q **THIS RADIUS MUST BE INCLUDED FOR III III III 11 J I —I III III 11 I —I o w RAMP TO BE CONSTRUCTED CORRECTLY. D co I I—II III III I I—II III III �N Pt a I SIDEWALK _ _ VANDALGUARD STAINLESS STEEL _ _ VANDALGUARD STAINLESS STEEL a& p D D N IIII II l i I I I II BOLT & VANDAL-PROOF NUT N III I l i I I I I BOLT & VANDAL-PROOF NUT <z TYPE "C3" TYPE 15' RADIUS MINIMUM 15' RADIUS MINIMUM oo =i Ili I=i I l i �m NOTES: 5'_0„ 5' Q„ 6., 4" AGGREGATE BASE oa ® THIS TYPE OF RAMP MAY BE USED FOR LARGE COMMERCIAL APPROACHES WHERE THE STANDARD CONCRETE U� APPROACH IS NOT REQUIRED. THESE ALSO MAY BE USED FOR ALLEY AND PRIVATE STREET APPROACHES WHERE: 03 A. THE SIDE WALK IS NOT REQUIRED TO CONTINUE AROUND THE RADIUS w� B. A SECOND RAMP IS NOT REQUIRED TO MOVE PEDESTRIANS ACROSS THE PRIMARY STREET. ZO Q CURB ON THE RADIUS MUST BE 6" STANDARD CURB FOR SHOWN DIMENSIONS. NOTES: NOTES: U) o� wz Ji Of © ALL RAMP SURFACES MUST CONFORM TO ADA REQUIREMENTS, OA THIT ABOVE BARRICADE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WHERE CALLED FOR CN THE AO THE ABOVE BARRICADE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WHERE CALLED FOR ON THE © THIS TYPE OF CORNER MUST HAVE A SINGLE RAMP TURNED PARALLEL TO THE PRIMARY STREET. PLANS. PLANS. 'o�U K CORNER RADIUS IS 15' AS A MINIMUM. N OTES: © MARKINGS FOR BARRICADE RAILS SHALL BE RFD 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` ao THE DISTRICT MAY REQUIRED LARGER RADIUS SIZES WHERE LARGER VEHICLE TURNING IS EXPECTED. IN THE DIRECTION TRAFFIC IS TO PASS), IN THE DIRECTION TRAFFIC IS TO PASS), zo F THE RAMP THROAT WIDTH MUST BE 4 FEET MEASURED PERPENDICULAR TO THE 7 FOOT THROAT SIDE. AO GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND O THE RAMP THROAT DEPTH MUST BE 7 FEET MEASURED FROM THE FACE OF THE CURB TO THE BACK OF THE APPROACH. THE PUBLIC AGENCY HAVING JURISDICTION. © THE CHEVRON STRIPING ORIENTATION SHALL MEET THE REQUIREMENTS OUTLINED IN THE MUTCD. THE CHEVRON STRIPING ORIENTATION SHALL MEET THE REQUIREMENTS OUTLINED IN THE MUTCD. V d THE 7 FOOT SIDE OF THE RAMP THROAT MUST BE PARALLEL WITH THE EXPECTED PATH OF THE PEDESTRIAN AND NOT ® BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE SASE MATERIAL, PLACE AS 0w PERPENDICULAR TO THE CURB FOR EXAMPLE: PARALLEL WITH THE CROSS WALK STRIPES, THE STOP BAR, OR THE PRIMARY SPECIFIEb AND PAID UNDER SECTION-80z ISPWC; COMPACTEb TO EXCEED 95% of srANDARb PROCTOR. OD 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 ow STREET CURB, 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 w3 © SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER STANDARD AUTOMOBILE HEADLIGHTS. STANDARD AUTOMOBILE HEADLIGHTS. ID ® THE RAMP WING MUST BE 6 FEET MEASURED AT THE CURB FACE FOR 6" STANDARD CURB. PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC. THE WING AWAY FROM THE ROAD IS ELIMINATED AND REPLACED WITH A WING SUBSTITUTE THAT IS 6 INCHES HIGH AT THE FACE OF THE STANDARD CURB AND 0 INCHES HIGH AT THE BACK OF THE RAMP AND POURED MONOLITHICALLY WITH THE O CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FELT MAXIMUM SPACING �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%2" POSTS SHALL BE 6'-C" LONG AND SHALL HAVE o a_ RAMP. oo (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR SCORE SPACING). 2" 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 z oa Q ALL RAMPS MUST HAVE A MINIMUM 4 FOOT X 4 FOOT LANDING BEHIND THEM FOR PEDESTRIANS. O MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. (2) 1/2"x7" BOLTS WITH WASHERS AND NUTS. (2) 1/2"x7" BOLTS WITH WASHERS AND NUTS. Q ALL CONCRETE ADJOINING THE RADIUS WITHIN AND AROUND THE RAMPS SHALL BE 5 INCHES THICK WITH 4 INCHES OF 3/4 0 BACKFILL AS PER SECTION-706. 0 ALL SURFACES SHALL BE COVERED WITH PRISMATIC HIGH INTENSITY SHEETING. ALL SURFACES SHALL BE COVERED WITH PRISMATIC HIGH INTENSITY SHEETING. INCH AGGREGATE BASE. G SECURE RIGHT-CF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. JQ RAMP CROSS SLOPE TO BE 1.757 f Q.257 O © ALUMINUM PLATE SHALL BE A MIN. 11 GAUGE WITH 1" THICKENED EDGE (MIN, 2 GAUGE) ON BOTH TOP AND BOTTOM. O ALUMINUM PLATE SHALL BE A MIN. 11 GAUGE WITH 1" THICKENED EDGE (MIN. 2 GAUGE) ON BOTH TOP AND BOTTOM. OH STANDARD CURB TO BE USED ON: d 1. COLLECTOR AND ARTERIAL STREETS, UNLESS OTHERWISE INDICATED. K "n m 2. ALL RADII PLUS 5-FEET EACH END WITH 2-FEET TRANSITION TO ROLL CURB. w -j rn 3. TO MATCH EXISTING CURBS, ////�� c9 > c CO w 4. SEE SD-709 FOR CURB CONSTRUCTION WHEN SIDEWALK IS INCLUDED. Y♦ Z } U v v 00 Q m Z p O 3 C } Q W y o v m 2017 ACHD REVISION 2017 ACHD REVISION 2017 ACHD REVISION w 0- O "X Z 2015 p w wau- Q IDAHO STANDARDS " " STANDARD DRAWING IDAHO STANDARDS 6 " VERTICAL STANDARD DRAWING IDAHO STANDARDS TERMINUS BARRICADE STANDARD DRAWING IDAHO STANDARDS TERMINUS BARRICADE STANDARD DRAWING W 0- 0- o FOR PUBLIC WORKS PEDESTRIAN RAMP TYPE C NO FOR PUBLIC WORKS FOR PUBLIC WORKS NO FOR PUBLIC WORKS NO. CONSTRUCTION TYPE I I S D- 113 2 A CONSTRUCTION TYPE III SD- 11 ,3213 JOB NUMBER: CONSTRUCTION FOR NEW DEVELOPMENT SD- 712C (ACHD SUPPLEMENT) CURB AND GUTTER SD- 701 (ACHD NSUPPLEaENT) (ACHD SUPPLEMENT) IDB2096 QDATE: 3-24-21 SHEET NUMBER: LA a RDm6~ W 0 W � wZ ss 00LL w ` 3 T - - _ 0 � N 9 N �/ ,,^^ y0 W V! t _ 0 apo=U 0 ��3 a - ' �30�� 00 �• I N I I I I ��1ti _ ` I. LIP:2571.30 I I a� I 1 SDMH-1B1 1 1 1 I - ' N 1, N 1 DI-1A i 4+21.47, 14.5011 2+66.59,5.00R -.' RIM:2571.30 RIM:2571.69 v SDMH-1 C o �E o �I L ----- ---- L - 12" IE OUT:2568.50(E)- ----- L4+21.47,5.00R --- JI L SUMP EL: 2565.99� SDMH-1D _ - - r �:=-- _ RIM: 2571.49 5+99.85,9.05R SEE PROFILE ON SD.2.1 QP100:0.50 CFS SUMP EL:2566.21 16"IE IN:2567.99(S) 1° RIM:2571.96 16" IE OUT: 2567.99(NE) � o Q� SUMP EL:2566.61 12"IE IN:2568.21 (S) a o 1 12"IE IN:2568.61 (SE) 12"IE IN:2568.21 (E) "" 1 s o 177.34'OF 12"C-900 PVC @ 0.226% Li ;,;;;,,;;; 12"IE IN:2568.21 (W) 50.88'OF 16"C-905 PVC @ 0.146% 29.22'OF 16"C-905 PVC @ 0.171% a 3 ti @ 1 "" 16"IE OUT: 2568.21 (N) V100:2.5 FPS - V100: 2.6 FPS 0 2 a 3 N o a U 12"IE OUT:2568.61 (N) V100: 2.5 FPS 7.50'OF 12"C-900 PVC 3.867% v 3 \ V100:5.5 FPS _ a �, a= 3 O o Eo 00 y � �w N 38.15'OF 12"C-900 PVC @ 0.243%. D. : ' SZ l (IS l SZ l OSZ I OSZ I, 4SZ l OSZ l p 4 aS9 I• aS9 l 4S9 I• Q 9 l 0S9 l ° V100:2.6 FPS :'' ��6° "'" ••............ _ 9 4.73 OF 16 SDR 35 PVC @ 0.423/o � 8 _s s Ss SDMH-IE 0 - - O° �c+c ............... 5+0 4+00 �i ° 6+35.97,9.24R 6 0 3+00 2+00 N - 0 0 \ N iu N k NW 13TH AVE. y o w Ss i C Ed RIM: 2571.77 -' * �ti�!•: ..... \ LIP.2571.30 17.50'OF 12"C-900 PVC @ 1.657% O 16" IE: 2567.92 " " SUMP EL: 2566.70 " ' M8 A�9 M8 M8 M8 Mb 8 V100:2.8 FPS 8 M8 M8 M8 a m m 3 :�'4�'.:••""�••�••.•••. `� RIM:2571.71 M8 8 12" IE IN: 2568.70(E) :•' cP�:;' 1 117 6 ° 12" IE OUT: 2568.70 (NW) L _T 777 RIM:2571.67 �"� 2 18.33'OF 12"C-900 PVC @ 0.218% ti D �'.'y� \ 17 co ::: 25j2 . SG#1 VP100:2.5 FPS/ / \ "'' •..• DI-1B SDMH-2A SDMH-1A ° \ 1000 GAL S&G TRAP ............ / - 4+21.47, -14.50L- - 6+77.06,24.50R 2+51.32, -24.50L ��s° EL. 2567.� TOP OF LOWER BAFFLE 82 RIM:2571.30 RIM: 2571.94 RIM: 2571.76 3 �= eD \ 18" IE OUT: 2566.97(E) LIP: 2571.58 9 _ 1 LIP:2571.58' I I I f"' • .• I \ I `� 1 "'' F..•. 12"IE OUT: 2568.50(W) SUMP EL: 2566.02 SUMP EL: 2565.94 I 8 \ CONTACT DICLINE �o o° / I I I�� I I 2s�?•.._ QP100: 0.44 CFS 12" IE IN: 2568.02(S) 16"IE IN: 2567.94(SW) FG:2571.69 q$-I-IQUR$ DI-1C D ' 12" IE OUT: 2568.02E 16" IE OUT: 2567.94 N I a , , I I I I �.......... O O \ \ 6+55.23, 14.50R I I I I I 1 12" IE OUT: 2568.31 (N) 12"IE OUT: 2568.24(E) a \ ypoo 6EFOI�E DIGgN - - FG:2572.02 a , - 1 800-342 1585 RIM: 2571.58 3 I DI-1 D I I I 1"' •.. ,- 12"IE OUT:2568.78(N) I 6+55.23, -14.50E I I I I I I r j 00 QP100: 1.05 CFS. I ti RIM. 2571.58 1 1 1 I I --- -- - I o w 5 \\ a \ \\ - h I 12"IE OUT: 2568.78(S) I I I I I _ 1_ - 2572-- � � Q -- -- SEEPAGE BED#2 \ C \\', \ � Z � � I QP100:0.27 CFS I I I - I I I- _ \ U _O 7.50'OF 12"C-900 PVC @ 0.533% I I I I I 1 25.50'OF 112"C-900 PVC 0.235% 1 w FG:2572.09 0' \\a \ VP100: 3.3 FPS @ \ \\ J I I I I I I I I \ > I I I I VP100: 2.7 FPS O 88.00' a Q \ I I I I z s Ca O ,. I I I I 3 o FG:2572.00) 0 6 0 _ a ° H SDMH-2B \ \ Z SDMH-1F 17.50 OF 12 C 900 PVC 0.229% I I I 6+RIM: 71.82OOL �3 10.00 0 0 0 0 0 0 0 0 0 0 0 o c < - \ \ _ 6+55.23 5.00R O V100: 2.0 FPS @ RIM:2571.82 D o 0 0 � o a •...•••\ \\ /� ��' U' a C �a � � � C`) RIM: 2571.77 Q I I I SUMP EL: 2566.08 �: / o, o o Z Z 12"IE IN: 2568.08E o, U) -SUMP EL: 2566.74 -Q� I I I I I I O \ oo a� o 0 0 o 0 0 5.00' N c o \\ \\ \ W U) 0 12" IE IN:2568.74 N N /^ 12 IE OUT: 2568.08 N / o 12 IE:2567.99 9 0 QC \ O O �• I I I I I I I I I O � a I 7.04 OF 12 SDR 35 PVC @ 0.426/0 9.75' -' O Lu 12" IE IN: 2568.74(S) I I I I I I 7 a U g 12"IE OUT: 2568.74(W) I I ���� I I I �s� N \� 9 0 � _ 57� - N '• T I I I I I I RIM:2571.90 a a A / vo °� 2572.... i� �� :' I I 2,gj3 I I �� I I �/ I �_�- ✓/ v _ �o o o \ \\ -..-... ..-... Lu 0 2 - L-=' -- ---- J �- --------J �--------J I--- � RIM. 2571.88 � -- -- Q a o_ \ - LU SEE PROFILE ON SD.2.1 N \ >_ _ _ FG:2571.92 FG:2572.24 4P1 4 4P1 4P1 ° A \\ 2 Q 2 T � A � W �dLu Lu v 1r -SG#2 --- �2��2---, \\ a ° \\ \\ \ 0 b d 1000 GAL S&G TRAP 5 4 a \ o a TOP OF LOWER BAFFLE EL:2567.89- -18"IE OUT:2567.04(N) \�NAL 1 I 107.42'OF 12"C-900 PVC @ 0.242% \ / 1 \ I I \\ Q� \\ \\ �G\STE I 11 I VP100: 2.7 FPSAGE BED#1 \ Q a \ \ \ \ Q SDMH-2C \ I \\ a a \ \ N \ 3 5+65.64 -5.00L \I 1 \ \ ° \ I / 1 RIM: 2571.37 --- ---------------- cn 5 \ \ \ �j9�3-24-21 PLO �\ a � \ \ V �PpS F OF 6 _SUMP EL:2566.34 \ \ \ S 7.52'OF 12"C-900 PVC @ 0.532% o / {( \G c+ 12"IE IN: 2568.34 N \ 9 ER O \ \, FG:2572.34 V100: 2.5FPS / : 2568.34 S - -------- ---� \\ oo N ` \ // 00 12"IE OUT: 2568.34(W) I \ \ • \ \ / 1 ems, I \ 6 \ \ ,- .• :• :• ' • �; LIP:2571.18 ?.. 1 \ 21�' cn / .• .• .• N v I A 9 y 40 d� • • ) C) • I I DI-2B DI.2A FG:2572.12 \ 5+65.65,-14.52L 5+65.63, 14.50R 1 \ '150� - .....................2572........_. _ RIM: 2571.18 9� oo° co RIM: 2571.18 I .0.......��-'- -- 50 % u ............... ' - I I 12" IE OUT:2568.38(N) 12"IE OUT:2568.38(S) I :-` / 0 • QP100: 0.57CFS QP100: ----- ---- ------- /\d�..•" 219 p \6v / LIP: 2571.18 3 - - - o Id b Ids Ids / / -� --2570 17.50'OF 12"C-900 PVC @ 0.229/o / / o - - - w . VP100: 2.5 FPS �o DN _ go / o U o O 3� g �m K N 00 o 0 STORM DRAIN - AREA 1 + AREA 2 Keyed Notes O Notes az y Z w� oz 0 20 40 FEET 1. INLET CATCH BASIN TYPE-IV(FOR ROLLED CURB) PER ACHD 1. STORM DRAIN PIPES ENTERING AND EXITING INLETS SHALL BE SUPPLEMENTAL DRAWING SD-604A (SEE SHEET SDA). STORM DRAIN CONSTRUCTED IN ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES PIPES ENTERING AND EXITING INLETS SHALL BE CONSTRUCTED IN AT THE INLET -COORDINATE TOLERANCES AND REQUIREMENTS WITH ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES AT THE INLET - ACHD INSPECTOR PRIOR TO STORM DRAIN CONSTRUCTION. DEFECTIVE lo COORDINATE TOLERANCES AND REQUIREMENTS WITH ACHD INSPECTOR WORK SHALL BE REMOVED AND REPLACED AS REQUIRED BY ACHD. NO Ci O ADDITIONAL PAYMENT SHALL BE MADE. �= PRIOR TO STORM DRAIN CONSTRUCTION. DEFECTIVE WORK SHALL BE J� REMOVED AND REPLACED AS REQUIRED BY ACHD. NO ADDITIONAL zz ow PAYMENT SHALL BE MADE. ¢3 2. 1000 GAL SAND AND GREASE TRAP PER CURRENT ACHD STORM WATER o DESIGN GUIDELINES BMP #1 (SEE SHEET SDA AND SEE DETAIL 2/SD.3). 3 N >Y 3. 48" DIA. CONCRETE CATCH MANHOLE PER ISPWC SD-611. USE a z g3 OLDCASTLE MHL 136 FLAT 48" DIA. PRECAST CONCRETE LID. LV 4. SEEPAGE BED PER CURRENT ACHD STORM WATER DESIGN GUIDELINES BMP #20 (SEE SHEET SD.5 AND SEE DETAIL 1/SD.3). Q, 5. 10' PERIMETER STORM DRAIN EASEMENT TO ACHD. p� 6. GROUND WATER OBSERVATION WELL PER ACHD SUPPLEMENTAL r w DRAWINGS SD-627 (SHEETS 1 &2) - (SEE SHEET SDA). LOCATE a a >- `° Y MONITORING WELLS IN ACCORDANCE WITH CURRENT ACHD a 'IT of m z uj STORMWATER GUIDELINES BMP #4 SHEET 2. o °oo } 19 H W y N v m Z 7. SOLID WALL 18" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE a o w w � Q AND 5-FEET INTO SEEPAGE BED (NON-PERORATE D). a a o 8. SOLID WALL 12" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE Z JOB NUMBER: AND 5-FEET INTO SEEPAGE BED (NON-PERORATE D). T 9. CAP END. 5 IDB2096 0 DATE: 3-24-21 �G SHEET NUMBER: F ° SDEI w yw 3 - - wz 00LL W M ` 3 T - _ _ 0 � N 9 N �/ ,,^^ W V! t _ ap QL) i a¢s° _ - DI-3A o a �N I 3+51.21, 14.50R ��_ RIM:2570.43 -- �, F o45 o ` �- DI.4B �. \ \ y Z 12"IE OUT:2567.63(S) --- -- \ \\ \ \ \ QP100: 0.57 CFS - 1+95.87, -14.50L 6 RIM: 2571.43 I \ \ \ \ h = - - - 1EIE I \ • `w ••••.... 8�1 IN: 2568.20(E) � �:� ;.N. s k 12" I OUT: 2568.20 W I \ 3 E M ( ) � I � 71.44 � \ \ \ \ a � � ENco LIP:2570.43 1 8W S� QP100: 0.07 CFS o 19' \ \ o 29.00'OF 12"c-900 PVC @ 0.241°i° Opp�NE o i DI-4A \ „I I a c w U _ Q 1.11'OF 12"C-900 PVC @ 4.174/o 1+95.87 14.50R I I 8W W G. 100:2.1 FPS - -- > 8W rB SDMH-3 TGE °E2571.44 I Q N 8A 1+00 72572- SDMH-4A---- - / I . I o DI-3 �/ -- P - 1+95.87,-19.10E ( - 3+51.21, -19.38L \ 1 - _ _ 14.50E SS............................... \ Q 05 C IE OUT 2568 64 W) 3+51.21,- --- - -' RIM: 2571.68 0 CFS P100• / Q V �_ RIM• 2570 68 3 ( �� I II 25 ~T a� >� Qw � RIM: 2570.43 0- - +00 � SUMP EL: 2566.15 - - - 4+00 SUMP EL: 2565.54 \ Q 12"IE IN:2567.56(N) 1 g 12"IE IN: 2567.54(N) 4P1 „ 12"IE IN: 2568.15(E) 1 0 " } I `I = N „a a E d 12" IE OUT: 2567.56(S) 12 IE OUT: 2568.15(SW) 3 00 Z� ::'� I �•' I - y 12"IE OUT: 2567.54(SE) / �, 29.00 OF 12 C-900 PVC 1 I a - o' 500°/ 12 IE OUT: 2568.21 S -- @ ° / l I rw a,o d QP100: 1.00 CFS --- --- O-- D LIP:2571.43 \ \ I I FG:2571.19 m 2s LIP: 2570.43 ''``'"' ,7 0.88'OF 1 � 30.56 OF 12 SDR 35 PVC 0.20% ° ° \ \ I @ 4.91 OF 12 SDR 35 PVC @ 1.548/o \ \ 2"C-900 PVC @ 2.279% V100: 2.5 FPS 49° �� FG: 2572.09" \ I I I I I V100: 6.3 FPS - ` 12IE: 2568 6 SDMH-3B 07 .w $4 4C RIM: 2571.94 Z \....................................... ......... 3+31.54, -41.37L ......\ :• II I I I I I I I I I•O . RIM: 2571.14 3 (\ SG#4 2 0. So I\O I I IIIi:.I II....... a a a FG2570.91 O SUMP EL: 2565.48 1000 GAL S&G TRAP I 1 \ 12" IE IN: 2567.48(NW) TOP OF LOWER BAFFLE EL: 2567.97 7 3gs !L \ L..•I' 1 / c 0 5.00Q a a a a a a o 0 0'.., a \ „ 6 \ .4 12" \ N .•. 11 1 1 12" IE OUT: 2567.48(S) \ 18 IE OUT: 2567.12(S) \ \ '� I I CONTACT DKXJNE N 9 42.59' i 12" IE OUT: 2567.76(W) 48-HOURS RIM: 2572.07 \ I� FG:2572.50 I I I I 9 / BEFORE DKnNC 7.53'OF 12"SDR 35 PVC @ 0.316% \ i:� I FG: 2572.30 \ I I / 1-800-342-1ra85 FG:2571.68 a o 0 0 o FG:2571.36 a a 12.34' o o 0 0 12" IE: 2567.46 I SEEPAGE BED#4 'j FG: 2572.6 RI \ / T ,12g Epp N I IIIIIIII a.i 7 00 Z -- 73.00'--- - 2 SG-3 \\ I h I s 150 1000 1 g�.� 11 I` U O 0 0 4 \ OQQ \ I \ \ e s° J Cn 1000 GAL S&G TRAP SEEPAGE BED#3 TOP OF LOWER BAFFLE EL:2567.36 \ I I r�sT" E W I � > 5 18" IE OUT: 2566.51 (W) 25�4: \\\ m <. .. \ _ w © ,� Z) . I a \ -RIM:2571.34 > \ 6 N�� I \\\ p O - Z O N N w o STORM DRAIN - AREA 3 STORM DRAIN - AREA 4 0 J w 0 20 40 0 20 40 = F FEET FEET U Lu Lu w w z O a SS\0AL FiyG Keyed Notes O ��'�G\STE 1. INLET CATCH BASIN TYPE-IV (FOR ROLLED CURB) PER ACHD 3 SUPPLEMENTAL DRAWING SD-604A (SEE SHEET SDA). STORM DRAIN s� 3-24-21 PIPES ENTERING AND EXITING INLETS SHALL BE CONSTRUCTED IN -po�TF OF ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES AT THE INLET - COORDINATE TOLERANCES AND REQUIREMENTS WITH ACHD INSPECTOR PRIOR TO STORM DRAIN CONSTRUCTION. DEFECTIVE WORK SHALL BE REMOVED AND REPLACED AS REQUIRED BY ACHD. NO ADDITIONAL PAYMENT SHALL BE MADE. • r- • • • • .. .. m • 2. 1000 GAL SAND AND GREASE TRAP PER CURRENT ACHD STORM WATER o z zr co .. .. .. DESIGN GUIDELINES BMP#1 (SEE SHEET SDA AND SEE DETAIL 2/SD.3). .. .. .. . . • . . . 3. 48" DIA. CONCRETE CATCH MANHOLE PER ISPWC SD-611. USE o cn OLDCASTLE MHL 136 FLAT 48" DIA. PRECAST CONCRETE LID. u 4. SEEPAGE BED PER CURRENT ACHD STORM WATER DESIGN GUIDELINES co • BMP#20 (SEE SHEET SD.5 AND SEE DETAIL 1/SD.3). • 5. 10' PERIMETER STORM DRAIN EASEMENT TO ACHD. 6. GROUND WATER OBSERVATION WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627 (SHEETS 1 &2) - (SEE SHEET SDA). LOCATE w 2Z MONITORING WELLS IN ACCORDANCE WITH CURRENT ACHD o10 STORMWATER GUIDELINES BMP #4 SHEET 2. a0 � 7. SOLID WALL 18" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE <z AND 5-FEET INTO SEEPAGE BED (NON-PERORATED). om U 8. SOLID WALL 12" DIA. ADS N12 DUAL WALL PIPE BETWEEN STRUCTURE s. AND 5-FEET INTO SEEPAGE BED (NON-PERORATED). ? 9. CAP END. z 0Q U� H Notes w� o L 66 w w 1. STORM DRAIN PIPES ENTERING AND EXITING INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACHD ALIGNMENT TOLERANCES r AT THE INLET -COORDINATE TOLERANCES AND REQUIREMENTS WITH �W ACHD INSPECTOR PRIOR TO STORM DRAIN CONSTRUCTION. DEFECTIVE 10 WORK SHALL BE REMOVED AND REPLACED AS REQUIRED BY ACHD. NO zu) ADDITIONAL PAYMENT SHALL BE MADE. >w V d OW Y 0. ¢3 I� o_ c 3 YY Q 00 Z W Q 0 U z M W J O) 0) Q U > ( W Z } Z W co D Lu Q °] I� Lu� O � 0 m Q w Q U �X z O w wO_ LL Q Z R JOB NUMBER: IDB2096 Q DATE: 3-24-21 SHEET NUMBER: ui Lm ° SDm2 3✓ _ _ wZ 00LL W 2+20 3+00 4+00 5+00 6+00 7+00 2580 2580 0 - N_ W in :g _ o ap N "3o - -s = Q U - ooNao2 o¢U - ¢ �N oU � ` �_ , ot ¢o c E E o r uj cn ti ti V 2576 V _ _ _ N � � � °° � � °° 2576 you . N � N 00N OO 00to to N (D Off! N N N � G? NH N � � G ti 'r' �CIJ � d SEy � �Lc) N � � to N ZO W N tiZ ZO O c o E.3 F N N w N N N ? 2 N W W 2 Z O S N N U o_N > - N 1- Z 0 ti,- Z Z Z O c� � — _ M W W � W W W - E a s N o o v S M N W W = N W W W W N N + N N + N N N �' N Lr � r2. � N rL. _ _ V) err fn cD rr Co �r rr C r Eo S 0 N V C T d � FINISHED GRADE Q N o a T @ ROADWAY C/L _ z _ aEu�, U f� o 2572 2572 a m w Toy ma —�: DI-1 C SDMH-1B APPROXIMATE EXI T NG GRADE DI-1A DI-lB 6+55.23, 14.50R 2+66.59, 5.00 4+21.47, 14.50R 4+21.47,-14.50E RIM: 2571.58 RIM: 2571.69 @ ROADWAY C/L RIM: 2571.30 lzi RIM: 2571.30 12" IE OUT:2568.78(N) 16"IE IN:256 .99 12"IE OUT:2568.50(E) 12"IE OUT:2568.50(W) 16"IE.OUT: 567.99 154.88'OF 16'C905 PVC @ .1 % 181.33' F 12" C900 PVC @ 0.22% OONTACT DIGLINE DIA D 48—HOURS 6+55.23, -14.50L BEFORE DIGGING ri RIM:2571.58 1_800-342_1585 2568 12" IE OUT:2568.78(S) 2568 O33.22'OF 16"C905 PVC @ 0.15% 8" Z 6.73'OF 16"C905 PVC @ 0.30% O J Cn 16"IE:2567.92 J > W 13TH A 22.33'OF 12"C900 PVC @ 0.18% O 42.14'OF 12"C900 PVC @ 0 22% Q Q 1000 GAL S&G TRAP SG#1 E. TOP OF LOWER BAFFLE EL:2567.82 HOR ZONTAL SCALE:1" 20' p VERTICAL SCALE:1"=2' — z Q 2564 2564 LLI o 2+20 3+00 4+00 5+00 6+00 7+00 p O w w o STORM DRAIN PROFILE — NW 13TH AVE. Q �SD.2.1 = ~ ~ w W ~ W ) Z 0 O 1 a WL ENG� 5+00 6+00 7+00 7+40 Q� � G\STE 2580 2580 3 �j 3-24-21 �O 9TF OF 90ss K ER���S� • . . . . z .0 :0 .. .. .. .. . . 00 2576 M N r N co 2576 -61co CRto J a0 00 co N N u C ~ N N i O m N �� Z Z O S W W W _ ' N W W W_ 0 + CV N N w Q to UU K N O a� a � Qa m 2572 2572om Oo 3� SDMH-2B ? 6+77.06, -5.00L 00 RIM: 2571.82 DI-2A 12" IE IN: 2568.08(E) 03 12" IE OUT:2568.08(N) .Z 5+65.63, 14.50R o �� RIM: 2571.18 UA D oz 12" IE OUT: 2568.38(S) > w K U 111. 1'OF 12" 900 PVC @ 0.23% o �U J W 2568 2568lo DI-2B C O 5+65.65, -14.52L oa RIM: 2571.18 \-9.04'OF 12"C900 PVC @ 0.33% =Z 12"IE OUT:2568.38(N) Nk U¢ ¢3 wF RA 12"IE: 2567.99 o �3 OMESTAKE 'Y o 03 z ORIZONTAL SCALE:1"=20' 1000 GAL S&G TRAP SG#2 - - - - - - VERTICAL CALF:1"=2' TOP OF LOWER BAFFLE EL: 2567.89 2564 2564 y 5+00 6+00 7+00 7+40 W U z Lo Lo W J Lo Lo 6 to � O a m 0 19 U Lu O N N m STORM DRAIN PROFILE — W. HOMESTAKE ST. 2 0 W W (L LL L o SD.2.1 Z JOB NUMBER: IDB2096 0 DATE: 3-24-21 �G SHEET NUMBER: ui li J w SD.2.1 W OVER ALL WIDTH-SEE PLAN w - 24" DIA. CAST IRON z 24" DIA. CAST IRON W Z WATER ROADWAY SECTION RING AND COVER Q RING AND COVER O O w CONCRETE COLLAR PER ISPWC SD-616 (REQ. IN ALL H E_ ==N QUALITY 1.50' PRIMARY STORAGE CHAMBER OR LANDSCAPE PLANTER z o PAVED AREAS. NOT REQUIRED WHERE SAND AND no o CHAMBER SEE PLAN - W � _ SEE PLAN (SEE PLANS) GREASE TRAP LIDS ARE LOCATED COMPLETELY >o _ -6 4 U= 12" \ WITHIN A PLANTER NON WOVEN FILTER FABRIC 0- 0 _ -- - a O a �'3oo r ON TOP AND ALL SIDES OF - PLACE WOVEN GEOTEXTILE FABRIC Q U v' Z > SEEPAGE BED FINISHED GRADE o o o GROUT GROUT ON PAVEMENT SECTION SUBGRADE - U Q o a Q a a 77 OVER SAND AND GREASE TRAP. LU o p p GROUT GROUT FABRIC SHALL EXTEND A MINIMUM OF a _ _ W CONCRETE GRADE RING A ( D V� i o o _ GROUT GROUT 6-FEET BEYOND THE SAND AND � \ \ \ \ \ \ \ \ \ \ \ \ \ 4 z RISER SECTION AS R TOP OF ROCK EL. S° m o o w GREASE TRAP ON ALL SIDES. SKAPS w (12" MAX GRADE RING H�cT� Q ( - / i �o p p J GEONET TN220 OR APPROVED _ c.E �o�o<o 00000000 oDoDoDoDoO� �0 D DaD D Da N o 2 N 8 00 00 ..��,0 00000\0 �- �- �- �oc� y�ocY /" ;40 318"DIA. Q a 5.00'NON.PERF. EQUAL) -GEOTEXTILE FABRIC IS NOT \ O� v o� �0000 12"FULLPERF. 0`0 Z'O \ PERFORATION GROU�(j'�F'. p�� PIPE ~� o Z >\ \ BYPASS PIPE IE \�+ SILT AND CLAY �3/8"DIA. o REQUIRED UNDER LANDSCAPE V v o = O Oo0o0o000000 T ,S ,IP Jo�z YVc) o p o Q _- c� / PERFORATION 18"PIPE a a 8 ap o 0 0 0�0�0�0�0�o�o�oDoDoo _>0 2"WASHED ANGULARAREAS. 18"112 PERF.WQ PIP \ oC u \ ASTM C33 FILTER SAND�Oo0o0o001 ��o DRAIN ROCK PERF.EL - pQpQD p\ e GROUT-"4" NON.PERF. �0 1 /o 0 oDoDoDoDoDo�o�o�o�oDu u0 \ PIPE 5.0'INTO 4 o Q SEEPAGE BED L p BOTTOM OF ROCK EL. ,� BOTTOM OF ROCK EL. 4 a Q 4 a a C 0 0 0 o h BACKFILL D�Da D4 EL B o U_ v E o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p p SEE NOTE 4 p a o 1 _ _ _ _ _ s SAND AND GREASE a a Q a PIPE °TOP OF LOWER 3 MAX GW EL. o 0 0 0 0 0 0 0 0 FREE DRAINING SANDS AND GRAVELS TRAP WITH CHIPS 4 Q � a c 18"DIA.DUAL v Pp aD - I N BAFFLE EL. a� N cINFILTRATION RATED 4 INIHR WALL ADS PIPE D D EL A F v U BOTTOM OF LINED BED 4S° R5° 12"DIA.DUAL �� D p�� EL D Q 4- OUT BE AT OR ABOVE THE - -- -- - WALL ADS PIPE s /" DIA PERFORATION IN VALLEYS OF CORRUGATED D SEASONAL HIGH GROUND WATER EL. 3 aDp DaD INLET SIDE PIPE INVERT o p N = o DIA PERFORATION IN PIPE. 5 EA. DaD p�� VALLEYS OF CORRUGATED \ _ (GROUT) 1 w WATER TIGHT SEAL Qo Qa EL C 20" \�\ z PERF RATED 18" HDPE N a o PIPE.8 EA. Dap PIPE @ 0.0% (SEE a m w 6 a m a 12" BYPASS PIPE 18" ISOLATOR PIPE Q o\� - En N SOLID WALL INFILTRATION GALLERY 1,000 GALLON SAND AND OUTLET SIDE PERFORATION PERFORATION D\ GREASE TRAP BADS HDPE SECTION DETAIL p aD CPIPE @ 0.0% , Keyed Notes O Y SCHEDULE SCHEDULE p o p p a o C\ - SEEPAGE BED ' p DaD p DaDa p DaDa p DaDa p DaDa p DaDa p DaDa p DaDa p DaDa p aDa 1. POND LINER (PVC) MEETING ACHD SECTION 8202.18 SPECIFICATIONS. 2. NON WOVEN FILTER FABRIC ON TOP, ENDS, AND ALL SIDES OF SEEPAGE BED. 8. \ 3. ASTM C33 FILTER SAND SHALL BE WRAPPED ON ALL SIDES WITH WOVEN GEOTEXTILE FABRIC. CONTACT DMNE 24" 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 TANK RIM EL SEASONAL TOP OF 18" BOTTOM OF 18" TOP OF BOTTOM OF LOWEST STORM 4 158 1. MUST BE RATED FOR HS-25 TRAFFIC LOADS SAND AND TANK LOWEST LOWEST FG TOP OF 18" HALF 12"OVERFLOW DRAIN ROCK TOP OF BOTTOM OF OVERFLOW DEPTH JOINT DRAIN GREASE SEEPAGE MINUS HIGH PERF PIPE TO PERF PIPE TO OVERFLOW PIPE OVERFLOW PIPE FG TO 2. INTERIOR DIMENSIONS OF TRAP MUST BE A MINIMUM OF 48" X 24" AT THE THROAT LOCATION. z . . ° BED# SIZE TANK RIM EL OVER LOWER PERFORATED PERFORATED THICKNESS DRAIN DRAIN ROCK GP SOIL EL PIPE SIZE FROM ROCK TOP OF LOWER GROUND TOP OF ROCK BOTTOM OF TO TOP OF ROCK TO BOTTOM OF � TRAP # (GAL) EL. BED. BAFFLE EL BAFFLE EL PIPE IE. PIPE IE. (FT) ROCK EL. EL. WATER EL. (FT) ROCK (FT) (IN') (FT) ROCK(FT) TO GW ROCK a 3. THE DETAIL ABOVE SHOWS AN VALLEY PRECAST 1,000 GALLON SAND & GREASE TRAP. (� MONOLITHIC 4. THE SAND AND GREASE TRAPS SHALL BE SET SO THAT THE TOP OF LOWER BAFFLE ELEVATION, THE IE'S PIPES J > 1 1 1000 2571 .67 2571 .69 2567.82 3.85 2566.97 2568.24 3.50 2570.19 2566.69 2567.48 2566.51 1 .72 0.28 12.00 0.95 1 .55 0.18 1 .50 CONCRETE COLLAR ENTERING, AND THE PIPES EXITING ARE IN ACCORDANCE WITH THE PROJECT PLANS AND NOTE 9 BELOW. Q PER ISPWC SD-616 ° 5. SAND AND GREASE TRAP COVERS SHALL MATCH THE FINISHED GRADE ELEVATION AND SLOPE. 2 m 2 2 1000 2571 .88 2571 .92 2567.89 3.99 2567.04 2568.31 3.50 2570.42 2566.92 2567.64 2566.60 1 .88 0.12 12.00 1.11 1 .39 0.32 1 .50 Z) STORM 6 SOLID COVERS SHALL HAVE THE WORDS "STORM DRAIN" CAST INTO THE LID a U7 3 3 1000 2571 .26 2570.91 2567.36 3.90 2566.51 2567.76 3.00 2569.41 2566.41 2567.32 2566.39 1 .40 0.10 12.00 0.65 1 .35 0.02 1 .50 DRAIN . . Q 0 z Z 7. DO NOT CONSTRUCT CONCRETE COLLARS FOR SAND AND GREASE TRAP COVERS LOCATED COMPLETELY Q 4 4 1000 2571 .94 2572.09 2567.97 3.97 2567.12 2568.21 3.50 2570.39 2566.89 2567.37 2566.37 1 .77 0.23 12.00 1.18 1 .32 0.52 1 .70 24" DIA. CAST IRON a WITHIN LANDSCAPE AREAS. LU U 0 RING AND COVER O2 U)0 w 8. H<1 FT USE GRADE RINGS (TYP.) CONCRETE COLLARS ARE NOT 1-FT < H <= 2-FT USE 24" DIA. RCP RISER; = U REQUIRED WHEN LID IS LOCATED 2-FT < H <= 10-FT USE 48" MANHOLE CONE AND 48" RISERS. DRAIN ROCK SPECIFICATION PERCOLATION TEST REQUIRED AT EACH SEEPAGE BED NOTES: COMPLETELY WITHIN A PLANTER AREA 0 ° 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 Void Volume of T pical Materials SEEPAGE BED LOCATION: 10. MANHOLE FRAME AND COVER PER ISPWC SD-617. Q _ 1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER Material Void Volume % IS ENCOUNTERED AT AN ELEVATION HIGHER THAN THE BOTTOM ACHD RIGHT-OF-WAY 11. BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET AND OUTLET ON SIDE OF BOX. w U � 2" Max Blasted Rock 30 ELEVATION OF THE LINED SEEPAGE BED; OR, WITHIN 3-FEET OF THE MONOLITHIC 1. THE DESIGN PERCOLATION RATE FOR THE SEEPAGE BED INFILTRATION 12. SEE ACHD STORMWATER DESIGN GUIDELINES BMP#1 "SAND AND GREASE TRAP" FOR ADDITIONAL Z o /2 1-' " to 2" Uniform Size Gravel 40 FACILITIES IS 8 INCHES/HR. UNDER DIRECTION OF THE OWNER'S BOTTOM ELEVATION OF AN UNLINED SEEPAGE BED. CONCRETE COLLARS REQUIREMENTS. 10 1a 3/4" Uniform Size Crushed Chips 40 GEOTECHNICAL REPRESENTATIVE, CONTRACTOR SHALL CONDUCT A 2. ALL GEOTEXTILE FABRIC SEAMS SHALL OVERLAP 1-FOOT MINIMUM, Crushed Glass 30 PERCOLATION TEST TO BE WITNESSED BY THE OWNER'S UNLESS OTHERWISE DIRECTED BY THE MANUFACTURER. S\NAL E GEOTECHNICAL REPRESENTATIVE &ACHD. CONTRACTOR SHALL 3. THE FULL ROADWAY SECTION IS REQUIRED OVER THE SEEPAGE BED IN 1 ,000 GALLON SAND AND GREASE (S & G) TRAP 2 �`L��G`STE aG�"CO Crushed aggregates shall have a minimum 50% crushed or fractured face (at PROVIDE ALL WATER, AND OTHER MATERIALS REQUIRED TO PERFORM least on one side and meet the following gradation: THE TEST. THE PERCOLATION TEST SHALL BE PERFORMED BY THE PAVED AREAS. SOILS ENGINEER AFTER THE SEEPAGE BED IS EXCAVATED TO VERIFY SD.3 3 Crushed Aggregate THE DESIGN INFILTRATION RATE. (NOTE: AN ACHD INSPECTOR MUST BE 4. SEE STORM DRAIN PLANS FOR ADDITIONAL INFORMATION. Sieve Size Percent Passing PRESENT TO WITNESS THE TEST FOR IT TO BE CONSIDERED VALID). IF s� 3-24-21 Zo ° THE PERCOLATION IS LESS THAN THAT SPECIFIED BY THE SOILS 5. THE BOTTOM ASTM C33 SAND ELEVATION IS THE MINIMUM EXCAVATION � �TF OF �pP 3 inch 100% REPORT AND ENGINEER, CONTRACTOR SHALL CONTACT ENGINEER TO DEPTH. ASS /( ER\��S� 1 inch 25-60/° RE-DESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 3/8 inch 0-4% 6. SEE ACHD STORMWATER DESIGN GUIDELINES BMP#20 "SEEPAGE BED" o ACHD APPROVAL IS REQUIRED FOR ANY MODIFICATIONS TO THE FOR ADDITIONAL REQUIREMENTS - "OPTIONAL CHAMBERS ARE NOT No. 200 0-2/° STAMPED, APPROVED DESIGN PLANS. REQUIRED. • , .. .. •• 7. GROUNDWATER WAS MONITORED BY THE PROJECT GEOTECHNICAL • • Z - • .. .. .. ENGINEER BETWEEN 7/7/2020 & 1/5/2021 AND THE SEASONAL HIGH ` .. .. .. . GROUNDWATER DEPTH WAS DETERMINED TO VARY FROM 4.7'TO 7.0' BGS • 0 0 PVC LINER SPECIFICATION ACROSS THE SITE. SEE "GROUNDWATER MONITORING AND DEPTH TOCn FREE DRAINING SOILS" TABLE ON THIS SHEET. PERCOLATION TESTINGCn CO PVC Liner GEOTEXTILE SPECIFICATION WAS PERFORMED BY THE PROJECT GEOTECHNICAL ENGINEER AS PART • Property Test Method English OF THE GEOTECHNICAL INVESTIGATION FOR THE SITE DATED 8/26/2020. Profile Thickness ASTM D-1593 30 mil Non-Woven Filter Fabric PERCOLATION TESTING WAS PERFORMED ON SUBSURFACE GP SOIL Specific Gravity ASTM D792 1.20 Property Test Method English (POORLY GRADED GRAVEL WITH SAND & COBBLES)AND WAS Breaking Factor (lbslin width)(1" ASTM D-882 Method A or Tensile Strength Grab ASTM D-4632 120 Ibs DETERMINED TO BE GREATER THAN 8"/HR. A DESIGN PERCOLATION RATE W 73 o OF 8"/HR. WAS USED FOR DESIGN OF THE STORM DRAIN SEEPAGE BEDS. a M_ wide) B Elongation ASTM D-4632 50/o 0 Elongation at Break (%) (2" jaw ASTM D-882 Method A or 350 Puncture ASTM D-4833 65 Ibs 8. THE DESIGN VOLUME OF THE FACILITY DOES NOT INCLUDE VOIDS WITHIN a� se aration) B Trapezoidal Tear Strength ASTM D-4533 50 Ibs THE ASTM C33 FILTER SAND LOCATED AT THE BOTTOM OF THE FACILITY. Modulus (force) at 100% ASTM D-882 Method A or UV Resistance ASTM D-4355 70% o Elongation lbs/in width B 34 Apparent Opening Size 9. THE SEEPAGE BED WIDTH SHALL REMAIN CONSTANT ALONG THE o Tear Resistance (Ibs, min) ASTM D-1004 (Die C) 8.5 AOS ASTM D-4751 70 US Std. Sieve N� LONGITUDINAL LENGTH OF THE SEEPAGE BED. zw Low Temperature, °C ASTM 1790 -29 Permittivity ASTM D-4491 1.50 sec-1 10. IF ROCK IS ENCOUNTERED, CONTRACTOR MUST HAVE A PERCOLATION �m 0z Water Extraction (% loss max) ASTM D-1204 0.15 Water Flow Rate ASTM D-4491 120 pm/ft2 TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE BED IS FULLY (as modified by NSF) EXCAVATED (NOTE: AN ACHD INSPECTOR MUST BE PRESENT TO WITNESS o Dimensional Stability (each Woven Fabric THE TEST FOR IT TO BE CONSIDERED VALID). IF THE PERCOLATION IS ASTM D-1204 ± 3 Z direction, % change max PropertyTest Method English LESS THAN THAT SPECIFIED BY THE SOILS REPORT AND ENGINEER, ° o(j Volatility Loss (% loss max) ASTM 1203 Method A 0.7 Tensile Strength (Grab) ASTM D-4632 Min 250 Ibs CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR W Breaking Factor ASTM D-3083 Puncture Strength or CBR ASTM D-4833 or Min 125 Ibs or Min 950 DRAINAGE TO OCCUR, OR RE-DESIGN THE SYSTEM TO ACHIEVE THE Of (as modified by NSF) ± 5 Puncture ASTM D-6241 Ibs REQUIRED INFILTRATION. ACHD APPROVAL IS REQUIRED FOR ANY Elongation at Break ASTM D-3083 20 UV Resistance ASTM D-4355 Min 80% MODIFICATIONS TO THE STAMPED, APPROVED DESIGN PLANS. �w as modified b NSF Apparent Opening Size QO ( y ) pp p g ASTM D-4751 70 US Std. Sieve 11. FOR UNDERGROUND INFILTRATION SYSTEMS, INSTALL ELECTRONIC zZ0 Modulus at 100% Elongation ASTM D-3083 * 20 (AOS) MARKERS ON EACH CORNER OF THE FACILITY. THE CONTRACTOR SHALL (as modified by NSF) Water Flow Rate ASTM D-4491 Min 18 gpm/ft COORDINATE WITH THE ACHD INSPECTION DEPARTMENT FOR PLACEMENT UW Hydrostatic Resistance (psi min) ASTM D-751 Method A 100 Percent Open Area CW-02215 Min 4% OF THE MARKERS DURING CONSTRUCTION, AND PRIOR TO BACKFILLING. 0 c 3 Groundwater Monitoring & Depth to Free Draining Soil Z 13 BGS TP# Existing Min. Depth Season High to Depth th Soil El. of GP Ground El. BGS to GW GW EL. Soil (>8"/hr) J � U 1 2572.18 5.6 2566.58 4 2568.18 Q 11� z W J Fo 6) � 2 2571.71 5.3 2566.41 2.5 2569.21 W < } U 1 it 3 2571.37 5 2566.37 4 2567.37 0 z 4 2571.60 4.7 2566.90 3.5 2568.10 0 0,0, U N Z LU o C X Z 0 a W = a W LL < 5 2572.70 4.9 2567.80 4 2568.70 a Z a o SEEPAGE BED CROSS SECTION .I JOB NUMBER: 0 IDB2096 SD. DATE: 3-24-21 SHEET NUMBER: Lu ° SDm3 LU ( � wZ 00 LL `W 1 0 a 9 _ o B 2 2 0- 0 5 QUt 36" r — — —— — — — — — — — — — — — — — — — — — — I 28„ 3 n 000 O 00 \ 1 1 ✓✓/ <.> 41> 0000000/❑0 I - a A N A 0 0 0 0 0 0 E�000n = O O A -- A EE III] NOTCH T r Op STOMRM pp ---------- -- - �� I--- --------------- ��H¢ c.=.E z 2"X2" p0 DRAIN Op I o oiaii y e JJ I i -- `o�� �. .' / °� yam // \ 0 0 0 0 0 4 y� 4 d sENc z 1/16" LIP (TYPICAL) 2 I _ 26-1/2" - n / I C .2c - H.. I U- a - o N TOP VIEW � - - - - - - - - - - - - - - - - - - - - - - -� a o� �3Noo 4: �! y s 1 8s} 3 nP, PLAN VIEW 6 E o T } U 4 v Q 6 N.T.S. 5 P LAN _ u) 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 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.) —I I—lil—Iil ii-1i1—I��F' a m w >a TOP VIEW N.T.S. ----------- 4 a" RADIUS UP TO INLET CATCH 702 FLOW. o BAFFLE WALL 6ASIN, SEE ROLLED Culls sD-70z. , OUTLET 6" 18" 4" 3 HAND FORM RADIUS AT d INLET CATCH BASIN TO FIT I 2" 3 28" G A. 8 ELEV B FLOW J 1/2" 4" 8 a ELEV A 2'-0" 4 ELEV D CONTACT DICaLINE Z z" LIP-_'a4 a -- - - c INLET s OR 2'-6" ELEV C BAFFLE WALL 4 �F DIGgNC NOTE- 20 STD g _ 2" 6 SEE NOTES BELOW \ SECTION A—A 1-800-342-1585 \ TOP OF COLLAR TO BE FLUSH + 2„ i 1` OA 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. O O1 #4 REBAR (2 EACH) SEE SECTION A—A). U O ADJOINING TOP OF CURB. J 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 O Z) 4 RIM- LEGEND: 2 ®STANDARD GRATE AND GRATE FRAME, ° < TOP VIEW END VIEW O 10 1 MANHOLE FRAME AND COVER PER 5D-617 TYPICAL Q Cn p SEE SD-609 OR SD-610A. O FRAME AND COVER PER SD-s17. A 2 LOCATION AND FL ELEV. PER DESIGN PLANS (TYPICAL) _ O $" 1'—2" 6" 6 SEE "DETAIL A" FOR REBAR IN COLLAR. s H 1-FT USE GRADE RINGS TYPICAL Z_ Z O STANDARD ROLLED CURB AND GUTTER. GRATE FRAME DETAIL 2_4^ N O TE S 7 FINISHED GRADE. �� 1-FT < H <= 2-FT USE 24" )DIA RCP RISER LLI U Q ©4" X 4" X 3/8" ANGLE IRON N.T.S. 2" (MIN.) ` 2-FT < H <= 10-FT USE MANHOLE CONE & 48" DIA RISERS U) 0 O7 (3) 7" NO.4 BARS AO FOUR—SIDED FRAME IS REQUIRED. LEGEND O SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MAXIMUM HEIGHT. O EL. A > EL. B BY 0.10' MIN O 0 w 9 GROUT BETWEEN RING AND COVER AND GRADE RINGS. EL. D < EL. B BY 0.10' MIN = U ®EDGE of GUTTER SECTION A—A 1 1-1/2" x 3/4" STEEL BARS (TYP.). O O N,T.S. 10 FRIBIL POLYPROPYLENE FIBER (1 1/2 LBS. PER CY) D ETA L A WATERTIGHT SEAL EL. C < EL. B BY 0.50' MIN. UNLESS OTHERWISE APPROVED BY ACHD z 0 O2 1/4" FILLET WELD ALL BARS. MAY BEE USED USED IN LIEU LIEU OF #4 REBAR IN CONCRETE LLI O 4 PLACES (TYP.) COLLARS. N.T.S. 6 PRECAST BOX MANUFACTURER SHALL MARK FLOW DIRECTION AND LABEL INLET OR OUTLET 0� ON SIDE OF BOX w LU 2017 ACHD REVISION O WELD (4) 1/2"x7" STUDS. Q ~ H.- 2017 ACHD REVISION 2017 ACHD REVISION = LLJ l I 2015 SAND AND GREASE TRAP STANDARD DRAWING w w ~ IDAHO PUBLIC WORKS INLET CATCH BASIN �TOANDARD DRAWING FOR PUBLIC WORKSCATCH BASIN G RATE NO NDARD DRAWING FOR PUBLACDWORKS MANHOLE COLLAR ARDS NO NDARD DRAWING ACHD STORMWATER DESIGN o a S D — 6 1 OA CONSTRUCTION S D - 61 6 GUIDELINES BMP 01 CONSTRUCTION TYPE V (FOR ROLLED CURB SD- 604A CONSTRUCTION TYPE III 1 of 2 (ACHD SUPPLEMENT) (ACHD SUPPLEMENT) ACHD SUPPLEMENT �SS�ONAL FiyG� Q� G\srE 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 � 3-24-21 � FINISH GRADE 0 CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) FILTER FABRIC WRAP 1 2 0 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER 2.5' 2.5' SOLID TOP AND SIDES (TYP) �O F OF O� TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- PERFORATED PIPE WALL PIPE ss' ER�G�(.S CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS a IIIHI Qf, PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" HII III III 1 I II II I Q e, Q �, o ; e,�e °� PIPF. DRILLED WELLS MAY USE 4" PIPE w • • il�II11 -III_ II! _ lI�ICII III=III- 4. = NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK :0 0 e e o0000000000000000000000 0000000000000000a000000 Imo!; III=III E _ OO POLYPROPYLENE FIBER REINFORCEMENT AT 1 1 2 LBS CY o0000000000000000000000 0000aa000000a0000000aoo 0 • • c ,.'g AP = / / XTEND SOLI w EXTEND SOLI • • • • r BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. o0000000000000000000o WALL PIPE 5 cn o00000000000000000000 C• 00 0 USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES o000000000000000000000o WALL PIPE 5 00000000u00000000000000 > a• a• c • ' o w • • s 3 NOTES: l o \ i , PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEARco STORM DRAINAGE FACILITIES • --AN.T.S. 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS cwn 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 F_ OPTION 1: BREAK BED ow m PLAN ;o a z N.T.S. om <_ Z. Q O O 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 w� j_- 5' — 5' 9 4 PERT > � w PIPE w w� ° °Z .0 U Y �U 9 EWER WATER_SE RVIC IaLL 10 —ZO Z� —VI CUT FILTER FABRIC 22 oa SLEEVE Z oZ Y k U¢ ¢3 wF a o O 0 0 0 7 ' o0 Loz 3//� Y/ SECTION J N.T.S. OPTION 2: SLEEVE LINE Q SECTION ~ W N.T.S. In Z Lo NOTES Q 0 > w 1. OPTION 1 REQUIRES SEEPAGE BED LENGTH TO BE INCREASED BY GAP LENGTH = z m z 00 VLu 2017 ACHD REVISION 2017 ACHD REVISION Q < 00 =N z U U�v Z CL O w Ul LLLL IDAHO STANDARDS IDAHO STANDARDS 99^ LL LL 0 FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING 2017 SEEPAGE BED/SEWER CX STANDARD DRAWING CONSTRUCTION OBSERVATION WELL SD - 627 CONSTRUCTION OBSERVATION WELL SD - 627 ACHD SGUIDELINES DESIGN DETAIL 07 Z JOB NUMBER: (ACHD SUPPLEMENT) 1 OF 2 (ACHD SUPPLEMENT) J 2 OF 2 WATER SERVICE C G N EL CT pC IDB2096 0 DATE: 3-24-21 �G SHEET NUMBER: ui li I- ° SDm4 w yw — wZ ss 00 -. Q V 3. -_—Via—T `W � _ —°�� / Ids m 3 T — O 1 S,5N 9 SAND/GREASE TRAP (ISPWC SD-624) OR N ° ti - - - PERFORATED PIPE a O ~ �3 -t SEDIMENT MANHOLE (ISPWC SD-61 1) Q L) t N 3 18" DIA. CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ FILTER FABRIC WRAP -" �" `n-F 2' RING & OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN 2.5' 2.5' SOLID - -"' COVER PER PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS PERFORATED PIPE WALL PIPE TOP AND SIDES (TYP) � ISPWC SD-617 OBSERVATION WELL #1 AND DRAIN ROCK �ON OPPOSITE SIDE OF STREET IN SIDEWALK OR �� _ (Np) TREES & SHRUBS _ o ARE NOT PERMITTED OBSERVATION MIN 50' DISTANCE W r` a�o p i y �N c s o oi� ON TOP OF SEEPAGE . ` BED WELL w w 3=H Za E 00000000000000000000000 oo0ooaoaa00000a0000oa0o � ELEV BOTTOM PERF <= EE COVER v \ //\ 00000000000000000000000 eeoee0aaoea0aaeee0aaeee /// / XTEND SOLI Li EXTEND SOLID o //\/\\\ \/ \\/ \\ 000000000000000000000 ooa000000000000000000 ELEV BOTTOM BAFFLE NOTES \/\j\�\\�\\\/\\ D0000000000000000000000 WALL PIPE 5' WALL PIPE 5 0000000000000oaooaooaoo V �"you \/ /\ o w S D PIPE 3 o 5' 0 0 0 0 0 0 18„ o 0 0 0 0 © o o >:\�\/\/\�\\i \\� Q ® ® —� a C SEE 0 0 0 0 0 0 STD 0 0 0 0 0 0 O O \\\\\!\�\/\\ ® E— ® —a o NOTE 11 0% SLOPE 0%' SLOPE \/\\j-NATIVE\\ \/ L Q c N c Qo`c LL p SOIL Li / LLJ G1 ++ EasUyy - U' ewa w 0 \\ //\\ \ 2" WASHED VARIES SEE rWASHED Q —6NATIVE \\ \/ \\ SEEPACE BEDSOIL //\ \\ / DRAWROCK PLAN SHEETS \\\\\/\\�\\�/\/\ SEEPAGE BED O MAINTENANCE DIVERSION STRUCTURE WITH U - } ACCESS TO Q ' RAISED INVERT OR WEIR WALL STRUCTURES L_ o N T 5' OF 18" SOLID N o ow ASTM C33 ASTM C33 OPTION 1: BREAK BED N c _ S WALL PIPE WITH 1.5—FT - ° E :•. FILTER :SAND.::,. . ' =.',"FILTER SAND'':: , PLAN HIGH FLOW BYPASS PIPE WQ PIPE, ca o o 4" OF 4" PIPE BEDDING , . 3—� SEE NOTE 11 ON BMP 20 PERF TOP HALF d - �`y rw aTo� m NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5—FT IN MAX HSG N•T•S• (1 of 3) a MINIMUM OF 1—FT TOP AND BED NON—PERFORATED ELEVATION SIDES ONLY TO PERFORATED PIPE LL < ' SECTION a ' N.T.S. NOTES:1. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. SEEPAGE BED PLAN-SEEPAGE BED 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE EXTEND SLFFVF ��EXTEND SLEEVE OUTSIDE ROADWAY SEEPAGE BED MAX HSGW ELEVATION a 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED 5 5 N.T.S. CONTACT DMINE 4, SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS PERF OBSERVATION WELL #1 48-11011,JR8 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS PIPE ON OPPOSITE SIDE OF STREET IN SIDEWALK OR 6. ALL GFOTFXTiLF SEAMS SHALL OVERLAP 1 FOOT MINIMUM BEFORE DIGgNC 7. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE Sidewalk 1-800-942-=5 8. MAXIMUM BED LENGTH IS 400—FT BETWEEN MANHOLES EWER WATER SERVIC 9, BED WIDTH SHALL REMAIN CONSTANT 10. WATERTIGHT CONNECTION REQUIRED 11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF 0100 VELOCITY THROUGH STRUCTURE > 0.5 FPS CUT FILTER FABRIC Z 5D PIPE HI FLOW BYP�AS PIPE () _O COVER NOTES: o SLEEVE ® ® SE N0 1 ON 'BMP ® ® J C_n FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT—OF—WAY: S of T J U) 1. A MINIMUM 1.5FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED 0 O m FOR SEEPAGE BEDS IN PUBLIC RIGHT—OF—WAY: 1. A MINIMUM 1.0—FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED Sidewalk < U) 0 --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN o _ — --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED A W Z Q --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0—FT BELOW PAVEMENT SUBGRADE LLI U) — 2. IF < 1.0—FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR 4" TO 2" ROCK IS REQUIRED WITH OPTION 2: SLEEVE LINE WQ PIPE, DIVERSION STRUCTURE WITH co 0 MINIMUM 50%" SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. SECTION PERF TOP HALF RAISED INV OR WEIR WALL O � w 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE PLAN-SEEPAGE BED = v SUBGRADE N.T.S. 4. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE NOTES UNDER SIDEWALK W O SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE 1, OPTION 1 REQUIRES SEEPAGE BED LENGTH TO BE INCREASED BY GAP LENGTH W N.T.S. SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES Q _ ~ W � w ~ ��! '�y' Q ��! w 2017 SEEPAGE BED VV ITH STANDARD DRAWING 2017 SEEPAGE BED/SEVU ER CX STANDARD DRAWING 2017 SEEPAGE BED VV 7H STANDARD DRAWING o a ACHD STOIDEINES ER DESIGN OPTIONAL CHAMBERS BMP 20 ACHD STOIDEINES DESIGN WATER SERVICE CONFLICT DETAIL 07 ACHD s oIDE LINES DESIGN OPTIONAL CHAMBERS BMP 20 ENG� SHEET 1 OF 3 SHEET 3 OF 3 �SS\ONALp� �G\STE '1'F 3 3-24-21 �O 9TF OF 90ss K ER���S� - • . . . - .• :. 1• .. .. .. . • . . . .. w Q 10 OU K 0 O a� a a< z o U 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 10 Ci O z� U d OW Y k U¢ ¢3 wF 10 c 3 O 00 Y/ J a W Z Lo w J 11 LO m Qcb 00 UJ < m z 00 00 V U w O N N m U v Z Q W W d U_ Q d d JOB NUMBER: IDB2096 0 DATE: 3-24-21 �G SHEET NUMBER: ui li ° SDm5 w yw SEE SHEET UT.2 _ 3_ o T Ix Z d S2 L 00 O v 3 > 4 4 234.74 LF 8" ~ 4 �_' NW 13TH AVE. 4 w 3 T = 275.49 LF 8" M8 - Keyed Notes O �_ ! M M8 M9 M8 y O - N -- N s = -4 4 dZ � 30 0o :8"X8"TEE.: . - - - cz QOU ds� "0D-L 1 DOUBL WATER SERVICE PER W1 &W3 J 8� GV(N,S 8 E) N �\ E 4 - o.o° o 0 s. ------I \ 8"X6"TEE S i I \ 2 SINGL 3" WATER SERVICE PER W1 &W2 - j U o i..............1.. I I \ 6"GV(N) " M \ E4 aHo=� °��� I I I ''` ••... 1 \\ (• N:718191.8775 I \ 3. CORE, CHANNEL AND CONNECT TO EXISTING SEWER MANHOLE PER ISPWC SD-501 (? oy E:2450233.0789 FIRE HYDRANT PER W8' '' �\ \ 4. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE AND NON POTABLE LINE. SEE �_ E=o 25�2•....... ••" WATER NOTES 2 & 3 ON SHEET C1 1 AND DETAIL 1/UT 1 = °''= c E 11.50 LF 6" `�� z CD I I I \ I I I I I:' --- ------ - -- --� N - I 2-5 I 1 1-5 I ;j �... 1-6- I I I I 4 I I I MAN \ Notes a g c o NQ I I I _ s� o +, E�3o w \ � I I I I I 1 13.00' r 1. SEWER MANHOLES SHALL BE 48" DIAMETER STANDARD MANHOLE TYPE A PER THE ISPWC 2 a3 No y I I I I I I cf) g STANDARD DRAWING SD-501. INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND I I I I b 1 Y co MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. U N } I I I 1 QN o \ 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. INSTALL STANDARD SERVICE Q a� _-1L--__--J L 25 J F-o - N MARKER PER ISPWC STANDARD DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" PVC SDR 35, w 4P1 4P1 4P1 D-3034. SEWER SERVICES WITH LESS THAN 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE Q o ow 4" E82565.708 3r rn = am � � E = 4 � ., f---E:2450326.8075- --------I \ WATER SHALL USE 4" C-900 PVC WATER CLASS PIPE. - E ca dti Ids Ids I - \ 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER THE CITY OF MERIDIAN a rw aTo 2 1 ------ SSMH A6 I I I \ STANDARDS. 6+04.48,0.00 I I I I I RIM:2571.62 41.84LF4"@2% I 5-6 4. SEWER STATIONING IS BASED ON THE ROADWAY ALIGNMENT CENTERLINE. I I I I 18' IE OUT:2564.53(E) :• 0 4 vi I I \ I 4"IE IN:2564.86(NW) I s I 1 \ 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5-FEET BEYOND JOINT TRENCH SEE SHEET T.3 ------ �J \\ EASEMENT. 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT ELEVATIONS ARE IN REFERENCE TO ------i------------� OD - 1 .39 35 PVC @0.708%I ��°' --- -----------------� N - \\ THE END OF THE PIPE ON THE LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS ARE 4 I I I I I 39 'OF 8"SDR ' - - - - - - I 6 5 1 1 1 7-5 1 1 8-5 1 1 1 9-5 11 I 1p-5 ! 4 1 \ PROVIDED AT THE 10 FOOT PUID EASEMENT. I I I I I I I I I I I I N 11.50' 5+84.21,38.50'R I \\ 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH FINISHED GRADE AND SLOPE. CONTACT DICaLINE 38.50LF4 W I I W I p I A I 9� I I 6-6 48-HOURS I I I �1,� ' w @2%MIN. 2. \ 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS - IT IS THE 20'MIN.PAVEMENT I 0 1 A •�W" I I a I A � I I A `�' I �'' 08 �so.l 4 4"IE:2567.66 1 1 \ CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO 800 BEFOFE ENO PATCH PERPENDICULAR [ I I Q 1 m (� w coi, m (P7 0Wo N m (P7 ZZ a`°o m (P7 ro `'3 ��` ! """ '• \' - - TOSECTION LINE I•.• I 22-3 �I 1 o o w I N o w I N o o w N o w I hti Aso�y,�, ,��� 4"IE:2565.73 __ 1 CONSTRUCT THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE PROJECT BID - NO 1 SSMH A3 Z a, °° I _ I I ° I c _ I h �� [i FG:z565.73 --- -J •.. 'v i SEPARATE PAYMENT SHALL BE MADE. au T v' co �'L u' 00 �'L uL P. �'L t7L _ \d SSMH Al EX. a _ Q �, z A I I A z A 1 z pCD 11 I z A 11 - SSMH A5 - - 3 :� :�\ LINE A:2+81.07,0.00 N _ � I p ' CO ' I I 5+61.09,0.00 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND ALL EXISTING CONDITIONS 0+91.47,-17.19 L I `. \ LINE B:8+54.13,2.46'R ;' O° \ i - N `. _ - 1 - _---J L- - 1 _-. 2 4"IE:2565.23 RIM:2571.48 o PRIOR TO BID, AND INCLUDE ALL WORK (INCLUDING SURFACE RESTORATION) IN THE BID. Z RIM:2574.66 I N I �..... RIM:2572.71 0 4"IE:2566.05 4"IE:256L90 IE: 2565.23 �� 22.5°BEND 8"IE IN:2564.25 W _0 8"IE IN:2559.81 (N) I 8 IE IN:2561.04 N # ( � 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW U .... 1 •....,• ( ) o FG:2572.55 FG:2572.40 / �� •..••, o . ' I 8 IE OUT:2564.15(SE) J Cn - - _ 8"IE IN:2561.04(W) 1 N - - - - \ IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH J 3 I 8 : • . 8"IE IN:2561.04(E) 13.73' : 4"IE:2565.74 ;•4"IE:z565.56 / ��' �cb N \I FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE > 360 pg.. 8 IE OUT:2560.94(S) 11.50'a� :....' FG:2572.06 ti • THAT THE 0 FG:2572.24 ` 0 f= d L SDR$SpVC 136° ��' / REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. = m .. ..................................................... @0.700% 169° 8 4 -- 4 4 0 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - PROVIDE TEMPORARY SHORING AND Q U7 0 0+50 _ 1+0 4 S , 2+00 99.72'OF 8"SDR 35 PVC @ 0.437% I B° 3+00 207.53'OF 8"SDR 35 PVC @ 1.320%•""•....................... g�F 58.47'OF 8"SDR 35 PVC @ 0.456% - - ' _ 8S $ 36 g 22.5°BEND ��.• - - SUPPORT AS NEEDED TO RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE PAYMENT - Z - 9 0 11.25°BEND' '`.. SHALL BE MADE. Z PAVEMENT PATCH SHALL EXTEND ( o ;` NW 12TH :` °° 4 NW 12TH.AVE:~" " ,z�` 4 q a LLI o TO EDGE OF NEXT LANE PAST THE I AVE. •1' Mg�I M M8 ~""M6 M9 .07 LF 8'g / 2 O DISTURBED PAVEMENT I 8"X 8"TEE 4 4 4"IE:2565.83 •• 4 4 4"IE:2565.52. 12565.48 W 2565 48 Q SSMH A2 oo 8"GV(N,W&E) FG:2572.33 'FG:2572.02 U I I I 1+77.36,0.00 ;• ' ' - Z X 6"TEE1 4"IE:25ss.02 4"IE:2565.68 4"IE:2565.40 i y� �,9s ...... / ;' RIM:2574.32 6"Gv(N) co FG:2572.52 - --- - FG:2572.18 - -- -- FG:2571.90 _ 1 �. .�,�o J/ \ 0 SAWCUT AND MATCH EXISTING PAVEMENTLLI / --,`8"IE IN:2560.50(N) -- l - 1 - - --- t USE CHIPS TO BACKFILL TO SEE 514/25 ASPHALT PAVEMENT SECTION FOR f r• '/ / 8"IE OUT:2560.40 S .°S,. �`nE�...i� W I W.USTICK RD.ON DETAIL 11RD.3 I i ". O - ,1, _ _ o ir _ �LO '� u, �"� 1 �_ \ SPRING LINE OF THE �\ i I I .. NON POTABLE PIPE PROVIDE _ Z lCJ Z 'A Z N Z O Z T 0 ~ J °a I J °° J J J ........... ....{.............I.....25 s<< I'. PI TEMPORARY PIPE SUPPORT 2 W 1 1 1 1 1 1 1 72"" PE THAT IS ABOVE °O O oLo CO O o '�' O o O \' C6 O \ x '. THE WATER PIPE U H 2-4 1 1 I M LO C a4 N M ,O aa N ,y LO �NN\\ N ,� ,' aa N co A N� N o S 1 �« AND SHORING AS REQUIRED w i t I h I I O M V L'-•i °NO M V w C M V W_ M V W � M V W 22.5 BEND N Z 00 1 I O a ZL d ZL M M N - - I I .: ------ - _--- 4 1 1 12-6 I I I L f -- - I I 11-6 1 10-6 1 9-6 1 8-6 1 SSMH A4 1 1 1 1 1 1 1 4+92.59,0.0o \ONAL Fiy�i v I I :I N:717931.9492 1 I S� \ �o G\STE iji :------------------ RIM:2571.77 I 1 E:2450472.6715 1 N • rr7 8"IE IN:2563.88(NW) 1 c) FIRE HYDRANT PER W8 O o o� f 8"IE OUT:2563.78(S) 1 - I I I 450 BEND N I I I I .• I. •:� 11.50 LF 6" I 1 1 � O O o 0 I P I 3-4 I °' I I: I I I I 1 I - �� 3-24-21 ,ZO •.....Q'`,?' 1 :1 I I 1 1 1 1 1 \ J O O <z o c 450 BEND 9TF OF \pP _ I 4 I Oss K ER���SO I I I I I I I cc, I I I • I N I I I Idt _ dt 16t dt Idt dt t Id Idt \ - 17ZT• - -�77 -- --- :: I�z I�z 0z I Ioz I� I0z J C 900 AS REQUIRED J �10, o 0 0 10,o c SEE%HEET UT.3 . TO ACHIEVE O O O O O O O I I I I I NW25Y35\ �/ CLEARANCE ACHIEVE CLEARANCE • 1 WATER LINE 00 .0 .. SEWER LINE A (STA 0+91.47 TO 6+04.48) 45° BEND (MAIN OR SERVICE) 45° BEND � C\j� • zo 30 so NOTES: co co FEET • • 1. WATER SERVICE AND MAIN PIPING SHALL HAVE A MINIMUM OF 48" COVER BASED ON FINISHED GRADES. 2. CONTRACTOR SHALL CONSTRUCT WATER UNDER NON-POTABLE PIPE IF 18" OF CLEAR VERTICAL SEPARATION CANNOT BE ACHIEVED. F .Z 10 0+70 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+60 3. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL 2580 _ 2580 WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. 0 (n a a 4. PROVIDE JOINT RESTRAINTS ON ALL FITTINGS. 0 0 C 5. PROVIDE THRUST BLOCKS PER ISPWC. o0 3� N c N N ? w w w 6. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL m a "N z p - o o c § M WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE. �. oo w w Lq + tin n `" � 7. SEE STORM DRAIN, SEWER AND PRESSURE IRRIGATION PLANS FOR ADDITIONAL s` 2576 y r oC 0O co M 0o N N N ~ 0D `M' ry t�D O "'vwl2576 INFORMATION. _ •• m N Z z 0 O ti (0 N N C H Wz FINISHED GRADE @PIPE C/L M w LU w w w N Z Z O N = Q N H N O Z - J F � - Q �� Z o -� z w _ WATER LINE & NON POTABLE PIPE CROSSING 1 N - = N - � W W � W W _ N� n APPROXIMATE EXISTING - - N - - - co �O 0O . �" I GRADE @ PIPE C/L 0 0 0 0 I II UT.1 __ II o U'Y �U J W 10 2572 -\ 2572 =° 22 oa 4"PI ow Y k 18" I w3 O 10 8..W 12"C900 SD 12"C900 SD W z 03 2568 SSMHAl EX. g• W 2568 0+9147,-17.19 L O RIM: 574'66 J 8"IE IN:2559.81 ( ) U LO W W 2564 5 .47'OF 8" DR 35 PVC @ 0.456% m z 00 00 of o °oo } 2564 L) w 0 w ¢ v z F 8•, pR 35 PVC @ 1.320% p� 0 LU W IL LL EL a o 2 7.53 0 39.39'OF 8"SDR 35 PVC @ 0.708% 19 LLI JOB NUMBER: I 9.72'OF 8"SDR 35 PVC @ 0.4370 I ,. Vc o.70 °i° � I D B 9 2560 83.60 0 8 SDR 35 @ „ _ Q DATE: 3-24-21 L J AVERT. CALF:1 „=31 2560 w SHEET NUMBER: VT. 1 2558 1 2558 0+70 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+60 wZ 00LL W _ SEE SHEET UT.3 SEE SHEET UT.1 > - = 9 s er `------ - - -- -- - - - - \ 8 X 6 TEE 6 7 21 1 8 50 R - - O ; 4"IE•2565 76 � Z � �s N 12.50, FG 2572.2 I + 8,3 . a O N L o \ \ Idt-Id t dt I o ----- -- - -- ---- -- g„GV(N) 11.50' I 37.53LF4" I c - ----- - QU do�3ooN3 - 20-3 o• - - \ zo '2 1 ° - I r s - - 1 - - 3-6..2572..................... \ �� MIN. ' `. ------- C\i1 150LF6" '�bo •; � I I 2/oMIN I I I �`. � o�- '� N• 4"IE:2568 31 o N:717937.0741 I �0 4 I I ----- a -;°• A •.., 11.50 LF 6" � I E•2450243 7820 �C2. \ , , I I I I I I I I I I FIRE HYDRANT PER W8 I :w c; :c � I 5-5 r Ua 1 O w o I 3 - - I O\ �O 8"X 8"TEE \ \ 8"GV NW,SE&SW aD FG:2572.09 9 \ \\ FIRE HYDRANT PER W8 I I I ( ) I N ? a Q I - y o I 1 I 1 I 45°BEND(SE) I 6+79.12,38.50'R I I i Z ;. L- _ -----_ U p 1-5 2-5 3-5 4-5 11.25 BEND(SW) (� 0 38.00 LF 4" 19 3 I I Q ' \ \ 1-6 s' 11.50' �r 0 - Z ............................V.............................t \ Q \ ------ ----- - V 434 0 - o - - - - - - _ \ 4-6 \ \ �--- :T,- . ; ° ;'I i I I S °/ 1 - @ 2°/ MIN. I 4 IE 2562.58 I 6'OF DR35P C@0 i1 oa° _------------ \ : ZQ 4"IE:2568,14 I s d \ SSMH B4 :8"X 6"TEE I N a rn p o a A a co I I 4"IE:2562.59 :' I E- \ N \ \ \ 3+54.24,0.00 ;6„GV(N) _ cn f... I I I - - L O =E E ;. woo w w w w w is w is ,� L_ i O +, 3 0 \ \ ` m nP oo n� `2S) rn nP w n� m nR o w m nR oo A m nP ao m - -- W N \ / RIM:2571.91ra in 2•. ro �, I N is I N �„ I �, �, co ?� c� 4"IE:62.60 -- o .......... N o o w N o o w n� o o w n� o o w ro o o w LL 4"IE:2565.55 - - - 18-3 ' \ ` 8"IE IN:2563.43(N) rn I I r o I I r o I r i a 3 H y \ \ �� \ : \ 3 T o " o I m ' T c OD ' T o I FO T c 4 FG:257----- - N Q / ;' / y `._o a 2-2 l �''. Q ---- I 8"IE OUT:2563.33(S) oo z a I Z A 4' IE:2565.37 o z iv z 4"IE 2565.71 Z a TAP NEW SERVICES 2.0'APART C/L TO C/L CL \ \ 1 \ �' w _ r _ r oo - _ r 4"IE:2565.53 A _ r co _ j/ � 61, 6+47.78,38.50'R / O E FG:2571.87 FG:2572.21 N 11 o \ \ I \ \ - ---- - - - FG 2572.03 --- 37.60LF4" ..... v U y Q \ \ J 4"IE:2565.28 I_ 1 -J I L 1 @2%MIN. _ 1 $ `h--- --- - Q } » Qw 2 4"IE:2565.69 ,° ;o / / 18 3 y0 0 :�5 o d z f• ••......., FG 2571.78 FG'2572.19 g ^ (A / 4"IE:2568.11 \ \ I U °Dv - - - - - - ------ 4 - - - z c - - - - .. �/ M 8"TEE - - - - ! - - 45°BEND° / / NW 13TH 6 4 _N:717891.4821 - Q N �� o 8"GV(N S&E) 4 4 4 N _ - - - 7_7 �� / SSMH B2 'AVE, 5 '�0 44!js E:2450180.3735 rn ° aw �8 4 1 12SD ' `ram%: �FQ.. 4"IE:2565.75 a E • ''••, ....... ....... � � 136, 8W $W ....... W 8W 8W 8W 8W 8W W 8 SW 8W 8 8W o N:717876.5882 a r 8"TEE 275.49 LF 8" ° 234.74 LF 8" i i k00 :�G' s�, RIM:2571.88 ! I E:2450175.4668 m 6 m 11.25°BEND(S) 1+00 7�° g 4 4 180 4 4 4, 4 �..........4 6 o 8"IE IN:2562.05 NW Q 3 2+00 3+00 4+00 5+00 ( ) 4"IE:2568.44 c c 4 8 IE OUT 2561 9 ( ) -- 3-2 8"GVIS,W&E)::.:.' 5 �� ;cos, �o : '• ' ' S9 :'' op 242.54'OF 8"SDR 35 PVC @ 0.427% Q 1 6SD 1 6SD 1 6S 1 6SD y a SD 242.54'OF 8"SDR 35 PVC @ 0.423%-1 2SD 1S 12SD Q �. 4"IE:2565.44 1 15.71 LF 4"@ 4.4% I 5 E I - ----- : 1-12 w -- 4 - r I 3 0........... 4 4 NW 13TH AVE. 4 4 4 I 17-3 4"IE:2564.95 4 ' - SSMH B5_ r''' __ z a 4"IE:2565.35 a 4"IE:2565.24 4"IE:2565.34 4"IE: - 1+07.71,0.00 4"IE 2565 49 ---- E:2450141.0417 ------ y - - - - FG:2571.85- - FG:2571.99 - - - _ FG:2571.74 - FG 2571.84 - - FG:2572.14 j 11.25 BEND I '•� 3° :aD _._ _ RIM:2570.80 4"IE:2565.46 4"IE:2565.29 4"IE:2565.49 4"IE:2565.32 4"IE:2565.48 4"IE:2565.82 � 22.5°BEND I v 4 IE:2566.00 - 8"IE IN:2564.57(E�;----- FG:2571.50 - ------ FG:2571.66 FG:2571.99 FG:2571.82 FG:2571.98 FG:2572.32 L-- 1 1 '_j 19.13 LF 4"@ 14.3% 2 ° 8"IE IN:2564.57 W I ------ 1 ------ ------ 1 --- -- A--- 1 ------ ---- - 1 ------ ---- - 1 ------ - ' �ir� 4 - - fn ;I•. ° (. ) # ( r r J r r 1 �, - - I 14-3 • 16-3 CONTACT DICaLINE 8"IE OUT:2564AT S) t ------- --_ M � vzuN, "vz � � Izo"o � � ZM � � Za) I "vzco � az_ ti "vzo'�o � az_ � � * -Lin baz_ M :� �- 4"IE:2565.58:° 48-HOURS I I 1 1 1 1 1 1 I N:717877.6322 o u- r� O u- - r c LL r C LL - O LL - r C LL ti C LL 1� C LL - O LL I O LL oo O LL ao I ° I I I 13-3 •` 4-2 In cD u) cs u� w LO m �n m In co U'> � co m � co � co �? _ o o E:2450128.8354 6EFOI�E DIGgNC y a u, 27.97 LF 4"@ 2/o • '� '� N N '� N N °O 'n °O o °° c � 0O c � N 0O c � N aO c � I ao c � oO oo N aO c � ao c � I I °O c � M No N .2y N I M � N N M N .. co �•? N .. M �? CV .. M u•, c.i .. M L? N M M N M Lq N COM A N N N I 12-3 W - 4"IE:2568.74 co _ _ I° ' I I 3 ----- -- 1-800-342-1585 N � � w � M � W ,:') M � w I � M � w nM � W '•. I �14-3 •• 16-3 I 12.25' � MUa -' 1 tiMUaw � M@� W 1 tiM � W 1 � M � �'•., I I Lo tiM � W 1- 1 00 NM 1 1 11 1 1 I - - :,;' � � - - °�° N N M M + + + + °+° "'O, I 28.92 LF 4"@ 2% __ __ ___ 1 I +•.... I I ul) ,,, I I U', I o� N:717893.1804 - .....................................................1................................... f I - I 4 ----- 4P1 -- --4P1 J 4P1 I 13 3 I 1 - - _ _ I 4 E:2450104.5199 I 2572........I......................... I I I 12-3 ` ° - ------ _ 1 1 2-3 I 3 3 4-3 5 3 6-3 7-3 I 8-3 I 9-3 10-3 I 11-3 1 4"IE:2566.16 Z ----" ------ "' - I;` - I I I I ) 4 _ 19.72LF4"@13.5% Q 25j7..... , .: 1-3 1 1 1 1 .'1 1 1 1 I I SSMH B3 I 'a;, ,. 1 :T I 'a3q'. I 15-3 J cn 1 25'MIN.,, 5+99. 5,3.65 R 37.58 -� .. 1 N:717878.4708 8"IE IN:2562.30(N) E:�2450091.3843 O m " o -- ------J m U �- ---4 IE:2568.84 -------- _ 5-2 1 3 1 L'� }' I I 8"IE OUT:2562.20(SE) I Z) 1 ao �` I I I I I �o�p". I 15-3 Idt d d ' dti Idt Q cn p I I :'I � `'; 1 I I I I I I �I 1 1 I I I 1 1 1 I I I I I I 1 1 1 I I I I I I 1 I ;a I • • I ___ � C� 3 I I N:717904.1121' I (n Z Q -----J L------ --- -J L- --J L----- ------J L------ ------J L------ - E:2450063.0229 ' I I-- ---------- LLl o ----------------J -- ---- - T- N 2"BLOW OFF PER W13 Id 7 Idt t IdtA I' t dt Id �Idt Idt Idt Idt d Idt Idt Idt dh Idti O 2 Ug SEE SHEET UT.3 Z SEWER SERVICES AT 0 ll� J uj SEWER LINE B - (STA 1+07.71 TO 7+00) SHARED DRIVEWAY w z z Lu W � W 0 30 60 0 30 60 z 0 FEET FEET O a �SS\WL Q� G\srE OFF 3 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 1 qT \OP �J 3-24-21 2580 2580 Keyed Notes O 'Poss of K ERG _ 1. DOUBLE 4" WATER SERVICE PER W1 &W3. w 2. SINGLE 4" WATER SERVICE PER W1 &W2. - ". • -- rn • c N w o c 3. TRAFFIC RATED CLEANOUT PER ISPWC SD-506A. •• • . . cl N uj cq ;n N 4. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE AND NON-POTABLE LINE. SEE ; I. 00 • 2576 ~ M M N N N w M - M 2576 WATER NOTES 2 & 3 ON SHEET C1.1 AND DETAIL 1/UT.1. � , 1 im N G CC N = °O N In Z O ICj .. W W ' O O N N O N I:; W W !/� + - CID �• I� - _ fn Co OO B0 2 ~ N Z Z D = N N Z 0 fn 00 00 • • ti w W W "* •• W W APPROXIMATE EXISTING r 6 00 0 N coLID 00 GRADE @PIPE C/L Notes 7 1. SEWER MANHOLES SHALL BE 48" DIAMETER STANDARD MANHOLE TYPE A PER THE ISPWC w .Z 2572 2572 STANDARD DRAWING SD-501. INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND o 10 MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. 0 a a 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. INSTALL STANDARD SERVICE <z MARKER PER ISPWC STANDARD DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" PVC SDR 35, om FINISHED GRADE @ PIPE C/L D-3034. SEWER SERVICES WITH LESS THAN 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE Z. 12"C900 SD WATER SHALL USE 4" C-900 PVC WATER CLASS PIPE. ? 12"C900 SD D 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35 ASTM D3034 PER THE CITY OF MERIDIAN o" o 2568 2568 STANDARDS. s` a„PI 4. SEWER STATIONING IS BASED ON THE ROADWAY ALIGNMENT CENTERLINE. �3 og .z 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5-FEET BEYOND JOINT TRENCH o �- EASEMENT. > >- w> 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 Z O 34.06'OF 8"SDR 35 PVC @ 0.434% PROVIDED AT THE 10-FOOT PUID EASEMENT. aN 2564 242.54'OF�SDR C @ 0.427 ° 2564 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH FINISHED GRADE AND SLOPE. Ci O 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS - IT IS THE �= 242.54' F 8"SDR 3 PVC @ 0.4 3% CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO 'w oa CONSTRUCT THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE PROJECT BID - NO NK SEPARATE PAYMENT SHALL BE MADE. w3 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND ALL EXISTING CONDITIONS c 3 215.18'OF 8"SDR 35 PVC @ 0.424% PRIOR TO BID, AND INCLUDE ALL WORK (INCLUDING SURFACE RESTORATION) IN THE BID. m z3 2560 2560 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW W VERT.SCALE:1"=3' IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH Z THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. J 2558 2558 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - PROVIDE TEMPORARY SHORING AND 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 SUPPORT AS NEEDED TO RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE PAYMENT W J SHALL BE MADE. > c W a mz �° of W H W O N N m U�v Z O T wd� w d 0- JOB o NUMBER: IW IDB2096 - DATE: 3-24-21 SHEET NUMBER: 6i W UT02 W SEE SHEET UT.2 SEE SHEET UT.1 ---_ --_ -- 3=E R y -- - S $ O _O m E L T y E v I IL � o� _ -� ----------------- r-------- N:717918.6236-� � ���\ ----------------- i IL Eta g I E:2450554.0748 j \ \ \ I j i i W O a 3 = I 2"BLOWOFF PER W13 \dZ \ \ I i 7-5 11-6 c I \ /' �' \ \ I 2-3 I I \ _.� ti o :' I 1°•. LLI - i `,, d ,- : \ \ \\ \ o. I SSMH D1 0- 0 z N ° j s _ \ �.3 0 W I N i� do�� 0 .3 h I Q dZ" \ \ \ \ > I x 2+00.37,0.00 Q U t = o -y RIM:2571.70 _ _ _ 2°' \ I I - ----N:717931.9492 ----- I \ \ \\ \\ \\ \ - 8"IE OUT:2565.60(S) o ° ------ -------- cV - - E 2450472 6715 \ \ \ \ \\ \ \ G. 8"BLOCKOUT IE:2564.70(NW 180°) a o�_ z o N .......... - - FIRE HYDRANT PER W8 0 -------•�'....S ----------------- \ N \ \ \\ - TOE-TOE \c w O$3 0 ..• , 4-6 P • oi� d Ez 1 Z 6.93'OF 8"SDR 35 PVC @ 0.420% I \ \ \\ " \\ \ \ \\ Z SSMH B5+ pq N:718448.1069 ...E:� _ v oc N¢� ,EE o I I \ \ \ 3-g \ \ \ k \ LINE B.1 07.71,0.00 E:2450065.7656 - N 3= \ \ Q x N:718570.3679 I J SSMH B1 I \ \ \ Q \ LINE 5 0.80 8,7.63'L 1 o E:242 295.3903 6-5 12-6 I \ \ \ \\ ' \ \ RIM:2570.80 2"BLOW OFF PER W13 4P1 0 4 2 y Z 11.50' \ \ �' \ 8"IE IN:2564.57(E) - 1 ------_J -----_- \\ 9+67.68 0.00 N:717907.2648 \ \ \ \ �, \ o m \ 3 25�1 SSMH Cl D 1,�yp \ 2"BL�>>FF PER W13:-' `U L------- - I E:2450554.5665 \ \ \ \ \ a < o aD• 8"IE IN:2564.57(W) 1".........3+74.21,-4.75 L ? WITH TRAFFIC RATED RIM:2573.24 s � �. T \ I`.'; \ .0 ----- u """" - I 8"IE:2561.64 - \ 2-6 \ \ \ \ \ ? v; < 8"IE OUT:2564.47(S) f FRAME AND COVER a 8"TEE I ` 8 'IE 1N:2561.61 (E) I \ n �', d' \ \ ? - IE OUT 2565 0 ( ) .... STA:9+76.60,0.00 \ \ RI I �.... a s <o 8"GV(N,W&E) 8"IE OUT:2561.51(W) as �' E r M•2570 71 �° \ \ 4 IE:2566.09 5 8• 4 E � ' 00 4 - - - _ T-TYPE \ \ , a < ;r \ 4"IE IN:2565.37(NW) I I a .�" s ... p __ N 4 o. FG:2571.36 - v - .. Z W9 \ - o ' � 11.50 LF 6", � CLEANOUT � \ \ a+ �'° \ I I '�� 4 -8W 200.10 LF 8" ° ....... • ' 4 \\ '.•: r, \ \ n< 1 ��:�• 8 28.85 LF 8 81.68 LF 8" c� - ~ 8 c................... SV� SW 8W PER S1 - - - 7+09....N..... W 8W \ / SS 4 00 o \ � . �c,'�, C gS 7 �'� 4 � c �t . SANTIAGO ST. 4 $+a ° 9, 6"TEE o e E o d o '� 66 55'OF 8"SDR 35 PV \ 0 ..... M p 4 ...... W s e GV(N) 9+00 \ �, s T �y9 N '�° 80.21 LF 8 \1 0 3 S8 - 2-2 :� \ < 4"IE:2566.26 $ 2 - lei. - - - 215.18'OF 8"SDR 35 PVC 0.424/0 8S -T "'••.•_•_ `• c' ? 12571.81 O��P � to 4 ° / - w� - @ 109.58'OF 8"SDR 35 PVC @'fl:428.%v... o c \ : m iVC@0• 3+00 W,W I s \ i FG: 1NE 8 M8 \ \ W p 71..79 �p92572 ""••.•••• !� \ 4"IE:2566.33" 8'S� o :25.155M5L v 4"IE:2565.92 �. :'' .pF 4 0. . 4 :O' I vo GRA IRRIGATION USER'S - S FG:2572.69 /� VITY C a E w FG:2572.42°: 11.25°BEND 13�' - - ° ss o ca o o e . .: .°.. 4"IE:2566 79 "" �� � I y - .• .' ••FG:2573.29 '. - 4"IE:2565.76 -4"IE:2566.09 �.' ,` _ - SSMH C2 ��,F SM F ° 2 I /J m w a o m a ,��0 $ G 2570 99. 4 8"TEE FG:2572.26 4 IE:2566.62 LI C:1+71.10,-5.41 L 4 yZ' ° _ I FG:2572.59 r 11.25 BEND -- - --- 8"GV N W&E - _ FG:2573.12 I _ 1 4"IE:2566.36 ( ) ..........JfIE•DI'•1+09.11,OL:2 / ----- 1 -- --- I RIM:2572.84 12.84 LF 6" 4"IE:2566.16 1 I z FG:2570.81 A � 4 + I � -T Z � 'v z \ I g/ FG:2571.40 � -e z o 111.25°BEND o - m N N I O LL - c LL 'tr M I 8 IE.iN:2565.22(N) o� 0, LL - I � J o N r a, ao cD I ao 1 ,;' '+ ,o O LL Z 8 11; UT:2565.12(V1n ��F S I I co o N• I I M N N N I / �, � � � O Mti h•.. I I I I o Z a W ,�; N �;; I "' w `„ ;+ M N o N �; �, a \�' �F$° ��' y a N ,;; Ua �' N:718478.9615 oM@�- W N M � NN oo �: ., ;I � � � MyUa 1 �, v M @� - :. ' :'' „ ,� ,;� _ I I 20 d m v E:2450100.1332 LINE C:1+71.10,-5.41L. . : . c co v 06 M - 'n M @� w ° 3 4 8"X 6"TEE: o v) s�, I o + h ` I• a �- ��• N s \LINE D:1+09.11,OL z „ I 'v I 6„GV(N) / I In s.°°' y I I M "' 4 IE:2566.27 �"� ENE ::/ ~ + I + I I M:2572.84 6 4 p1F cp 11.25 BEND. / s I ;' S �D�OP / \\ 8'I E IN:2565.22(N) a' 4 ° I 20-3 EL - I I - ��$ \ i I I I I .'''' �a W \ 8"IE OUT:2565.12 W CONTACT DMINE 21-3 22-3 I m / ( ) .............. • x 2 3-2 4-2•''••.. 5-2 W � � 2-4 L ,. T� 1-2. I l' w ..55.................................... .... 48-HOURS f SSMH A3 a = ' \ \ \ BEFORE DIGgNC LINE A:2+81.07,0.00 I I I r •- -: 8"X 8"TEE � :.• 79' '.. I I I I `'•..I /I I N •• // \ \ \ L...... I /8"GV(N,W&E) N:718489.1649 I I w / \ :.. LINE B:8+5a.13,z.as'R I I .I I I I I` w � � \ \ \ % \ 1-800-.342-1585 :• RIM:2572.71 \ LQ E:2450265.5012 I I I I v) \ \ \ \ 0 GRAVITY IRRIGATION FIRE HYDRANT PER I I I \ \ I I 1 ..................... .. I I 8"IE IN:2561.04(N) •.,. I I I I __ N J> :': � i R W8 \ \\ \ I 1 (c � 8"IE IN:2561.04(W) :' USER S DRAIN I I- \ \'.., I I . a \ 8 IE IN:2561.04(E) i ``•• 2S�Q '._1............ ..? \ \ \ \ 2-6 \ �o Z I I 8"IE OUT:2560.94(S) " '...... I %' ........................... \ :............ ' I I I I rt-- ----r- / \ \ \ \ \ \ ,s U - ...... ........l.- - :.......... ... L----- -. - J ------ ---� --------J \ \ \ J - .......................... ..�5 j 4P'I. ... 1.. s................................ 4 P 1 :.......... \ \ 4 P E ...4...1.............................. 4PL, cl ............................................................................ Tom' ....... o 7�7 - . •,o �_ E� •... T°E d aa3so 0 3 •6 " 0D ------------ --------------- ° • , ......... ........................................................... N -_ 2 0 - N WATER + SEWER LINE D w U o N o ° w WATER + SEWER LINE B (STA 7+00 TO 9+76.60) WATER + SEWER LINE C (STA 1+71.10 TO 3+74.21) (STA 1+09.11 TO 2+00.37) _ 0 2i z 0 30 60 0 30 60 0 30 60 w FEET1 -1 FEET FEET Q � IV Q _ _ ~ w 1+30 2+00 3+00 4+00 U ~ 7+00 8+00 9+00 10+00 0+80 1+00 2+00 2+40 0 2580 2580 2580 2580 0 0 00 � � � SS�ONAL FNG o co N L, 2580 2580 J z �`` �G\STE Or � � � t00• C N N J "' 0 �LO � 3 O M N •, ui LO 0000 u') ti � N m oo M N 0}0 � Z N N = _ ^ N w w .... 2576 O oo 2576 s�. 3-24-21 2576 3- iidd _ _ _ �, } _ - 2576 N � J W-, � � N o04o n9TF \OP W W w W W W v) O eb oo � O ih cn ,~ ti N O 'r0 OF APPROXIMATE EXISTING ? ? d o m N o co v z L) p cm O Y SS+ �j \GAS fn J J Q' 0o 00 00 CO + + N O 1� LJJ O W W W C " � U ,1 ER GRADE @PIPE CIL v ti ti J �, z_ z_ �_ = N O O 10 FINISHED GRADE @PIPE CIL 2576 = - o ti N w 2576 _ J W W W w o o ao '0 m N LO FINISHED GRADE @ PIPE CIL � - - . V) J J 00 00 m r M � N N j U NLe O ? , .• .• • • • W W . • • .• .• .• Z_ W w W W W + - APPROXIMATE EXISTING • • • 2572 2572 w 00 00 2572 GRADE @ PIPE CIL 2572 ' •• •• .• - • -a 00 APPROXIMATE EXISTING GRADE @ PIPE CIL @) 0 . ' co u 12" U) GI 2572 2572 4"PI I • / O 4 PI 12"C900 SID PI uu 2568 2568 2568 2568 FINISHED GRADE @ PIPE CIL o Z .o O0 K 0 2568 1r'csoo SD 2568 4"PI I 87.26'0 8"SDR 35 VC ° <z I o Z. 01 3 2564 2564 I 2564 E I 2564 130.68 F 8 SDR 5 PVC @ 0.420% I HORIZ.SCALE 1"=30. - VERT.SC LE: 1"=3' g 2564 2564 2562 2562 0 � C @ 0.424/° I 0.428°° 109.58 OF 8' SDR 35 P C@ W w J ° 66.55'OF 8"SDR 35 PVC @ 0.700% + + + + w 4 8"W � w> SCA "= Notes .Z 2560 oRlz.sc = 2560 VERT.SCA E:1"=3' w VERT.SCALE:1"=3' 10 1. SEWER MANHOLES SHALL BE 48" DIAMETER STANDARD MANHOLE TYPE A PER THE ISPWC STANDARD Q 6.93'OF 8"SDR 35 PVC @ 0.420% 2560 2560 DRAWING SD-501. INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. 2558 2558 1+30 2+00 3+00 4+00 Ow 7+00 8+00 9+00 10+00 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. INSTALL STANDARD SERVICE MARKER V3 PER ISPWC STANDARD DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" PVC SDR 35, D-3034. SEWER .. o SERVICES WITH LESS THAN 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL USE 4" C-900 mti 3 PVC WATER CLASS PIPE. Y' O 03 Z 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER THE CITY OF MERIDIAN STANDARDS. W 4. SEWER STATIONING IS BASED ON THE ROADWAY ALIGNMENT CENTERLINE. Z 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 5-FEET BEYOND JOINT TRENCH Keyed Notes EASEMENT. A 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT ELEVATIONS ARE IN REFERENCE TO THE END Z L m 1. DOUBLE 3" WATER SERVICE PER W1 &W3. LO OF THE PIPE ON THE LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS ARE PROVIDED AT THE W �_ LO m W 4 10-FOOT PUID EASEMENT. z r z lt lt of 2. SINGLE 4"WATER SERVICE PER W1 &W2. W o o�0 } 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH FINISHED GRADE AND SLOPE. w Y N v m 3. REMOVE EXISTING BLOW-OFF AND CONNECT TO EXISTING 8" WATER. co v" Z 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON THE PLANS - IT IS THE CONTRACTOR'S ') 0- _'� 4. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE AND NON-POTABLE LINE. SEE RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT THE PROJECT AND QI 0- 0- W LL z WATER NOTES 2 & 3 ON SHEET C1.1 AND DETAIL 1/UT.1. J a INCLUDE ALL WORK AND MATERIALS IN THE PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. 5. CONSTRUCT WATER UNDER SEWER. 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND ALL EXISTING CONDITIONS PRIOR TO BID, W JOB NUMBER: 6. LOWER EXISTING WATER UNDER NEW USER'S GRAVITY IRRIGATION - PROVIDE ALL FITTINGS AND AND INCLUDE ALL WORK (INCLUDING SURFACE RESTORATION) IN THE BID. I IDB2096 MATERIALS - NO SEPARATE PAYMENT SHALL BE MADE. 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED TO COMPLETE THE NEW 14 DATE: 3-24-21 IMPROVEMENTS. ALL EXISTING DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE SHEET NUMBER: FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF CONSTRUCTION. 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - PROVIDE TEMPORARY SHORING AND SUPPORT UTm3 AS NEEDED TO RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE PAYMENT SHALL BE MADE. w m m MATCH LINE - SEE SHEET G1.1 --�*-- - - � _ 1. I Notes 3 N - - - - ... � o.: GI-B7 48 MH \ ,,I 4P1 4P1 GI-131 36"BOX ?° "257 ;I + Z _ y9 i ----�- --- ---- ----- 6+36.20 0.00 002 u y i 1 1 i 1 RIM: 2572.00 IL - E RIM: 2574.05 2 L-I - y / l i I SUMP EL: 2565.06 \.?.. -2573 1:110 D'-2s6a.or I GI-B548" MH U --- -1 �I I ! ` SUMP EL:2564.53 fix, I I 15"IE. IN: 2565.53(S) -/ 0� 3+22.08 0.00 1. THE CONTRACTOR SHALL HAVE APPROVED PLANS ON SITE AT ALL TIMES. ALL WORK SHALL BE > 3 3 T e=9 ;I II 16"IE.IN: 2565.56(S) S I �: I'1 0 COMPLETED IN ACCORDANCE WITH THE THE US ARMY CORPS OF ENGINEERS SECTION 404 PERMIT FOR p H N i 2 , . :, 1" 15"IE.OUT:2565.53(N) _-ij� RIM: 2570.95 - s 15 IE.OUT:2565.56(N) ; : :{ I i 55 THE PROJECT AND THE CURRENT EPA CONSTRUCTION GENERAL PERMIT (CGP). a znN N < --� SUMP EL:2564.18 ^ - 27.58'OF15"SDR35 PVC @0.127%55 s „ a0 do �ood` -3� _ I;' I I 1 2-2 1-2 v 15 IE.IN: 2565.18(SE) 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER. Q U t N 3 y Z. 1 1 5-2 ;d 4-2 3-2 .: 'fG�\" _,855 12"IE.OUT: 2565.18(NW) y`Z. o= I I 1€ 2. CONTACT THE PROJECT ENGINEER 48-HOURS PRIOR TO BEGINNING WORK TO COORDINATE INSPECTIONS. �' 49.86'OF 16"C905 PVC @ 0.129% UNINSPECTED WORK WILL NOT BE ACCEPTED. o __ff o I uI f"' .. 12 ADS GRAVITY IRRIGATION DRAIN PIPE 12 s-.n=o s �� �� 3. PROVIDE WATER TIGHT PIPE CONNECTIONS TO IRRIGATION STRUCTURES. GROUT ALL PIPE z .;' "••-. I 5 o DO 1 CONNECTIONS TO IRRIGATION STRUCTURES USING NON-SHRINK GROUT. "i '•- RETAIN&PROTECT EXISTING 1 I 180 = _ - __ - • ,2574 I 32 O6'OF 15" F679 PV @ 145°/ L -J L_ _ \ 12 C 0. ° 4. FINDER TAPE SHALL BE INSTALLED ON ALL IRRIGATION PIPES. TAPE SHALL BE 2"WIDE, METALLIC RED IN H¢ c y z --- aW i , ,:�� '•... � GI-B2 36"BOX ` .ot..�...�?!d _- N 6COLOR, WITH THE WORDS E BE 18" A WATER" CLEARLY MARKED ALONG THE BOVE V _ • p\NEST• 6+89 0� \::� � !\\�\:.. 10 E SHALL BE PLACED BETWEEN LOW THE GROUND SURFACE AND VE THE TOP OF - y �" " V W0p0 RIM: 2574.20 1 \ 1 1 _ THE PIPE. a - - - INV NW I5 2566 7 - - - 8w aw :.:W_ SUMP EL: 2565.13 1 1 �I 111 ......-:`� \ Ill \\\ 8 a c EN �- ...aS.......... - \ N \ \ \'+ `25�y !•., I v I 1 3+8614 '0 00 5. THE EXACT LOCATIONS AND DEPTHS OF EXISTING UTILITIES LOCATED WITHIN THE NEW PIPE CORRIDOR - o =- _ 15" IE. IN: 2565.63 S 1\\.� 1 r'r°! I\ =o � 3oti ( ) \ \ \ 1111\1 ARE UNKNOWN. CONTACT ENGINEER IMMEDIATELY IN EVENT THAT UNDERGROUND UTILITIES ARE a L o -16" IE.OUT:2565.63 N 1 \ \` 1 -I:'I' RIM:2571.50 O \ \` \\\\ ��" / \\ ENCOUNTERED THAT REQUIRE MODIFICATIONS TO ACCOMMODATE THE IRRIGATION PIPE OR SUMP EL: 2564.23 -------- - - \ \ I \\ 1 \ \' III \\� ; �\ \ °\� \\ \\ 15" IE. IN:2565.23(S) STRUCTURES. 0 E o r d + \ \ \ 2-6 K ( \\�1� \\1\ GRAVITY IRRIGATION LINER \\�.\�•�\\� 15" IE.OUT: 2565.23(NW) 6. CONTRACTOR SHALL ANTICIPATE THAT THERE WILL BE DRAIN WATER FLOWING WITHIN THE DITCHES U "_> __ SEE PROFILE ON SHEET GL2 0\\ \ \\ DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A L - 1-3 \ \ \ 1 € \ \ \ 14. )11\ 1 \\ PLAN TO DEWATER/BYPASS PUMP WATER WITHIN THE WORK CORRIDOR AS REQUIRED TO COMPLETE Q +' o 5 001 V A \ 1 31 6 A \ �\ v 'A111 \\1V AV� VA �: ��, rncn ° ow o \\ GRADING LIMIT CONSTRUCTION. ALL WORK, MATERIALS, EQUIPMENT, PUMPS, TEMPORARY MEASURES AND LABOR = E a \ \ \ \ ASSOCIATED WITH DEWATERING/BYPASS PUMPING AND ASSOCIATED WORK ARE INCIDENTAL TO THE ° N ��= MATCH EXISTING d o ( � s 1 \\ 4-g WORK. CONTRACTOR SHALL ACQUIRE NECESSARY PERMITSIAPPROVALS, INCLUDING OBTAINING AND a m w a T o� m a 258 03 OF 15 SDR 35 P °/ 90 \\ \ ----_---_-- :' \ 1 \ \ \ \ \ �� \\11 + \\ VC @ 0.123 0 1\ \1 IMPLEMENTING A SHORT TERM ACTIVITY EXEMPTION, AS REQUIRED TO COMPLETE THE WORK. NO \ \ \ \ \ \ \ co 1\ '\ o\1 SEPARATE PAYMENT SHALL BE MADE. 1 2-3 o \ \ \ 2 111 \ GRADING LIMIT 1\ 1' �� :...1 t \ \ 7. AIR/VACCUUM TESTING IS REQUIRED FOR IRRIGATION PIPE AND STRUCTURES AS PER ISPWC SECTION 601 \ \ \ ; - 2P \ I �• MATCH EXISTING 1 COORDINATE TESTING WITH ENGINEER. ' 1 - %�� \ � ti 111 AA\1 cA 7 \1 -- _ \N 1111�1 \\I\1 i 11\1 y 1 j 8. GRAVITY IRRIGATION CONSTRUCTION SHALL CONFORM TO THE SPECIFIC DETAILS AND REQUIREMENTS r ___-___-_ / OF THE FOLLOWING SPECIFICATIONS AND ISPWC STANDARD DRAWINGS; \I : 111\�\ z.52\`1 i II�II �WI\I S' 1 3-3 a. TYPICAL TRENCH - PER ISPWC SD-301 CONTACT DMNE b. CLASS A-2 PIPE BEDDING SYSTEM (TYPE - 1 BEDDING CHIPS ) - PER ISPWC SECTION 305 AND SD-302. -HouRs 10 911 I \I c. TYPE A TRENCH BACKFILL WITH TYPE A-1 COMPACTION - PER ISPWC SECTION 306 AND SD-301. NOTE: BEFORE DIMING ---� ° ------- HALL BE STRIPPED WITHIN THE LIMITS OF THE TRENCH AND NOT BE REUSED FOR TRENCH - - \ I r .••''•: S \\\\\\ '•.. I I TOPSOIL S I . 1 1 800-342 1585 4PI 4PI \ \ I N \ --------------� r.-� - - - - ° \\\\ 12599'OF15"SDR35P 1 °/ BACKFILL. S S \ \i \ VC@0. 28 0 \ I 4_3 o :` - I L 1 ! ---� r----- oo \\,1Q5., I I► \\\o d. SQUARE 36" INSIDE DIMENSION PRECAST IRRIGATION BOX WITH 6„ SUMP AND LID- PER ISPWC SD-619. j1\u K GI-B4 36"BOX \\! \ e. SQUARE 48 INSIDE DIMENSION PRECAST IRRIGATION BOX WITH 6 SUMP AND LID- PER ISPWC SD-619. z i"` •.. !1 I III �°' 11\\u + I I \ \ f. 48" MANHOLE PER ISPWC SD-611 WITH 1-FOOT SUMP. _O b•...... GI-B3 48"MH / I I 10 80.22 0.00 \ U .. 1 9+50.73 0.00 \\ RIM: 2571.73 \! \ J f I o III '1 1\ 1 \ J L _ ----- :. : RIM: 2571.40 1 I - I : I\ SUMP EL: 2565.59 - r � I I SUMP EL: 2564.94 I \ 10 \ 15" IE. IN:2566.09(E) I \ ' ! / Keyed Notes X 0 m I, "7s� = 1 I 15"IE. IN: 2565.94(E) I �\.. ':'• ��\ I 15" IE. OUT: 2566.11 W r 1 5-3 '?.............. . 1 1n 12"IE 1 ��'� s:.9. .. ...L.. . ( ) / E� \ 1 I i...........1 IN: 2568.15(SW) :. �° _ _ 2572, -T°E (STING PIPE. _ - \ 9 1 PROVIDE WATER TIGHT CONNECTION TO EX I rl_ 1....1... 15"IE.OUT:2565.94(N) I I 21'?,,, -�� - fi� _-�2�_ ," - I 1 \ N;l I z Z c 1 --- - ---� m 1 � ' �:. I I B' _ 10+OCR- - = - =�- ,-1�> i.� I . ,� 15" CM w Q 2 RETAIN & PROTECT EXISTING P PIPE 1 _ _ - - , GI-B1 36"BOX 2570 ; GI-B7 48 MH U) I ti5 19.38'OF 12"SDR 35 PVC @ 5.118% I I �„�� �-- - ?S�\�` i' I 6+05.12 0.00 3. RETAIN & PROTECT EXISTING 18" PVC PIPE. --------------� - `\\=��267 6.09' V D THDEBRIS EX. 15 PVC -- 1•1.........:�:. 1 COVERED" 6+36 20,0 00 ?. 1 I:f O w + 1. - - -- 2 S'?•..1.....y�......:T...... 72.00 W 9 - RIM: 2574.05 _ I;.I ' RIM 25 4. RETAIN & PROTECT EXISTING IRRIGATION BOX. .....• rn c; I 1 s _ „ 12�1- --__ :� - UMP EL: 2564.53 2i I 6-3 :....i...... 1 ' : 48 DIA. PUMP STA. MH-- f -�_ �.... 1 1 S 1 I I 1 e s -___ T- = , SUMP EL: 2565.06 �••••••••••••••••2973 1 I 10 15" IE. IN: 2565.53(S) 5. 36" SQUARE WATER TIGHT PRECAST IRRIGATION BOX AND COVER PER ISPWC SD-619. z L...: 1+23.38, 10.33R Z512-�._-��_ - ,��- 1 S � - 16" IE. IN: 2565.56 S ' �� N.I. W O S a-1'' 15" IE.OUT:2565.53(N) 6. 48" SQUARE WATER TIGHT PRECAST IRRIGATION BOX AND COVER PER ISPWC SD-619. T _ RIM: 2571 88 - '.. 1 � 15"IE.OUT:2565.56 N `1 -- - --- Rlni R SUMP EL: 2561.14 1 ��' -\ - -_ _ O 1 58'0 15"SD 27°/� - - "j W ---4PI - - - x W.HOMESTAKE ST. L I 1 �� I 27. R 35 PVC @ 0.1 0 5 (SE 1.3). _ _ 5 y 1 r-------------- M _ _ - 10"IE. IN:2567.04(E) " 1 �� �: I 1 ,� 176° GI-C2 36"BOX z 1 '1-2 1 L� F ,i'"°�� 8. GIRR BOX GI-05 - (SEE DETAIL WGI. ) 2 ~ 1 j '" ' '. 1 'g - I ---- 1 I ,,,, ........... �� � ,� i�� �� �'� 2+55.93,0.00 I I's � •I1j11( '\ �55/ S 3 . � � � I I 1 z Q; o i� 6.34'OF 10"F67 PVC9 PVC @�1.261%I c� S� I I 7-6� �� j o RIM:2571.80 i I€ \ �lillll_--�/e 9. PUMP STATION MANHOLE - SEE DETAILS 1/G1.3 &2/G1.3 . z u' 7-3 ( ) 1 SUMP EL: 2567.93 MATCH LINE -SEE SHEET GI.1 3 ° : . 10. 11. USE FLAT CONCRETE LID WITH 24 DIA. FRAME AND - s -- -- --------- - .43(S) COVER. 1.0'IMIAN.ISUMP MANHOLE STEPS REQUIRED.6 " • '•� � �.; 11-�- �� 12 IE IN:2568 --- ••.. . GI-C1 48 BOX „ O 11 _ I �- 4PI J 4PI - 4PI T _ r I 12 IE.OUT: 2568.43(W) 4Pl........... 1 --- 1 Wiz- - - �- ------ 1+23.38,0.00 +� -=-t---------- - WATER TIGHT CONNECTION TO MANHOLE. \ANAL _ _ 11 FIELD LOCATE AND CONNECT TO EXISTING 12 ADS PROVIDE --- - N----- S FN i i �11 RIM:2571.88 ��� I N \ 1 N 1 1 1 12. RETAIN & PROTECT EXISTING LIVE IRRIGATION DELIVERY DITCH. oco SUMP EL:2564.86 `�\ N 8-6 Ire/ 8-3 1 I I�� \� / 12" IE. IN:2567.90(E) I �� Il 12"IE.OUT: 2569.14 NE ( ) .. • '• � - GRAVITY IRRIGATION LINE C � 1 1 ------------- I - - .12(W)_ SEE PROFILE ON SHEET GL2 - - - - r--- ---------� s - --- - ----- ------ ---- �'I 3-2421 �O "IE OUT: 5 7 1 OF Hd of : 2-5 128.56'OF 12"SDR 35 PVC @ 0.408% 9-6 I �s`S K ER\��S� 9-3 I 1 .. : 1 1 N I ! 1 L-_-_ - --_--- 261.84'OF12"SDR35 PVC @0.414%______ 1 a I • :: 1----_ 1 x ` 1 GI-05 1 .. .. .. 1 3-5 1 11 1 8-5 1 . 10-6 �- 10-3 r I 6+73.36, 1.99R - 1 . • II .. > . j RIM:2575.50 0 1 : --- z Q CO L-- 4.13' _ WEIR CREST EL: 2572.25 ---� L--- - --_ :•: �i- - - - _-- SUMP EL:257050 i .. 1� 1 r-��� ------_ �.`'' ------------- s.'''`' -------------� ---- 12" IE. W • Ncn ( ) 1 r o: GI-C3 36" BOX �1:�I 12"IE.OUT. 2571.00(N) I I 1 1 1 4-5 'r - , I I 11-3 I - 7-5 1 5+20.77,0.00 11-s I 1.••' I I . �. RIM: 2573.39 1 I ____--__-- L s� SUMP EL: 2569.01 - - ��I ---- - ---� - - 'J - _ ----__--- - o 10 - ------ ----------- ---- 1 - -- •...- --- 12"IE. OUT: 2569.51 (N) --- - 2.00'OF 12"SDR 35 PVC @ 0.000% 1 4 N -------------- _ go i 1 1 � I 1 ICI 1 I 1 101 I 12-3 °:, \ 5-5 I 1 6-5 J 12-6 �� ----------- 1 I oU II J �+ GI-A5-------....•- ............................................ , o 1 II I - -----______J L----__ -- 49.52'OF12"C-900PVC 0.430% 1"' i :' @ \ I 1 L--- 6+62.49,0.55R S J ----- , . 2573 ..- z :• 1 1 - - e00 I o OP OF o" 1 _ - 4 36 BO SU - 5 T CHECK EL: 2572 75 0 8w- 8W ............ - ''�: �- : : MP EL•2570 41 I �` 5 :: W.SANTIAGO ST. 8w 8w aw 5+73.28,O.00 W"...' 8w..... 18"IE. IN: 2572.04(S) EX. IRR BOX o �...:.:...:.......: _ 4PI - FF.` s RIM:2573.54 4PI 18"IE STA 6+83 97 0 0 00 ag i . : • : ., .. ... ... . :. �\ � ............ . � _ .OUT: 2570.91 W 4Pi i z 1.50'OF 18"F679 PVC @ 0.000% G` .`• :.'. :,'..:;. ..'.: ;:14-3; .•'l; se - SUMP EL: 2569.22-............... - 97.08'OF 12"SDR 35 PVC @ 1.314% 12"IE. OUT: 2571.50(E) 4 N RIM: 2575.20 O o� $w.. . .. . . •..: Fn 18"IE. IN: 2572.25(E) 12"IE IN 2569.72(S) 12„IE i 1 "IE OUT:257210(W) w> _ ..•...,.._ :::.." � ' • 't : ., : -�;.., .: .OUT: 2569.72(N) 18" IE: 2571.50 z912 1 - _ /z°E - TOE °E 10 --- GI-Al 36"BOX - - ° '. �� I o° 1 I I 1 1 I! I " I - N zu, 1+03.00, 0.00 I 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 I I�I! I GI-A4 36"BOX :'' I :�0 18GI �-RIM: 2573.53 I I 18GF'' 18GI \ ------------------- 11 1 ? 1 1 1 1 1 1 I I o 2577............................................................: I _ - SUMP EL: 2569.08 3'001 •I. 1 I 1 1 I 1 \II 5+M:25 5.10 ;. I 1 7 1 ,/- 4 LDS 18"IE IN: 2569.58(S) i I 15-3 •••L...... I 1 1 1 RIM:2575.10 1 1 m...1.6-3............... 17-3 1 18-3 I 1 1 3 18" IE.OUT: 2571.50 W I 11 I / 19-3 20�3 1 21-3 SUMP EL:2570.20 I I i 1 1 ------ ___ 4�1 N ( ) 1'' 80.01'OF 18" F679 PVC @ 0.242% 1 1 J 1 I I SEE IRRIGATION DIVERSION BOX LAYOUT DETAIL 51G1.3 I I 2-4 1 3-4 I I - -----o ---- -------I 18" IE. IN: 2570.70 E ' O I .. •: I I I li I I I 11� 2S'� 1 1 1 1 1 I �i1�1 1 1�1 III ..18"IE. OUT: 257070(W) �� I��___ --I I 4.13' ------ - -- ---- --------------- ------1 3 o 00 :• ° 1 1 1 ------------------------ ------- ---------------- -- -------- - __ ___ __ _ Z �3 GI-A2 36" BOX 1 ,� 1 336.04'OF 18"F679 PVC @ 0.239/o i ti I . ..... 52.09'OF 18"F679 PVC @ 0.242%' ,' I" 1 1 i' SEE GRAVITY IRRIGATION DETAIL A ON THIS SHEET ---------- --- ------ -- I 18GI _ 6_4, 8 PL ,8 Pv° I I 1 ... _ ,� L , a z 1+86.00,0.00 Imo- 1 �� I 1 I, �5�3.{ - ------1.29 OF PVC @ .000% ----- - --- - L_�_� L_ I 5 J . Zs�4 � ♦ ----------- -- RIM: 2575.20 ry� , ..1.:::......t........ .--2574........ ............ 1 1 :• I 1 oP °P _�, :..: -----1 -L---- 18 F679 C 0 0 I I I J • \ 5 1. I 2575 4 _................................................ .................-............ •• 1 • .......................�5: .................�.i. 3+00 h.�I...... ........................4 r............... ........4,1,0D1.................2574 257 .,..r.,,,...q.pl � . ...•...................rn.... SUMP EL: 2569.27 I...................... ............2576........................ ..�a.,T...::::-::-'-_ .... •• ...... r.....:...:::::.......5.� ... 2576-1I --- ............. ................. .......s. PI - 2575•• Y.......... � r� �� o Z ,� 2576................ 18 IE. IN: 2569.77E i - """"" 2 ""' 12.65 OF 9 PVC 5/0 ( ) _.......,.........,.,...-..-..-..-.-257 --- -- .......................... @ 49 - --- F6 5. -_-..-_--- - ----- ---- 7 - 2574 --- --- ram- -- - LO - 18 IE. OUT: 2569.77 N _.......-^nr . _ ---•��-- -- ---- W.W._�. -_ - - - -- - - - --- - ----------- ---- $ J Pam. ( ) �--...-..,..,�-r - - ....2575, - - ------ - .....257 I :. :.. ..... 2576 ..1 �i 4 a P ° - __ BA HIP BETWEEN ALL BOXES \ _ �Nco GI-A3 36"BOX • .: 180°' r- -o -_ - - o °,.� ° _ __ _o�-_- _- -__ ° USE PLOWABLE CKFILL(CHIPS)B � a z } c, � � Y 1 - �=_ , ° - - - - - - - - - - - -- 0I-A6 °rrr Q m Z w ---- - -- C 78.38'OF 18"F679 PVC 0.271/o __ _ _ _ _ 6+68.32, 0.00 °'� °"r °"r Z o 00 b 0 - - GRAVITY IRRIGATION LINE A- __ 5+25.03, 0.00 @ onP---o- of�� orb � W Y 0 � m _ SEE PROFILE ON SHEET G1.2 RIM: 2575.00 --� - ----- -- - �--- $ RIM: 2575.50 - - - - - - _ _ _ _ _ _ 0 W Q 0 N X Z _ SUMP EL:2571.54 - o , w w a ?� SUMP EL: 2570.07 5 W W W. USTICK RD. ��"�_ 18"IE. IN: 2570.57(E) - i co-i - �� 18"IE. IN: 2572.04(E) Q a a o W W - - - - _ W W w - - -18" IE.OUT: 2570.57(W) ____ _=- ( ) \ -/, We 18"IE.OUT: 2572.04 N ��/ JOB NUMBER: - -s� -ss ss w W W W W " w li 5s- - - - - - - - - - - - - GC IDB20 _"_SS_SS SS �V�- SSAaY SS 35 - 96 SS - - - - - - - - - K ss $ ss ss ss ss Ss ss ss ss ss ss N - - - - - - - - - - - - - - - DATE: 3-24-21 GRAVITY IRRIGATION PLAN - LINES A B + 55- GRAVITY IRRIGATION - DETAIL A F SHEET NUMBER w > 0 40 80 0 5 10Giml FEET FEET WIu) II^� V - wZ s. 00LL 0+40 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+80 > �3T _ 2 -N - -586 - _ Z ao 2584 w' 0 2584 a t -1�3 a o Z u j w o - n¢g LQ _ -- -_ LJJ ^ ti O N p O O C; ti Na ay -o��.To 0 N p N ^ COO x O r cml^ x O O 'r' "� N 2582 n �� - 'U a3i 00 '� x COO O N o 0 0 � N o 0 0 Lo N O J Z O G d - `>., p O o o p Cn w ci M O O N 11'� m O N N � N Cn W W rn x ;c N m 6CD � `N io M w z o M cq F_ w z O co W W EXISTING IRR. BOX �� o 2580 1+00.00-m c N o co o� w z o `e) o N a - v N a w Lu + 6+>STA: 6+83.97 OFF: 0.00 2580 o; ¢a E 18" IE: 2580.82 M o W z 0= Q w w Q + � B0 a 00 BO BO o co 18"RIM: 2575.20 U Z O N a w ui + °O 0O FINISHED GRADE @PIPE CIL o o FE N r + - t� ro: � - c� �' � cn � 8,SUMPEL: 2572.10 N� � a, „ 18" IE IN: 2572.25(E) 2578 _ t7 + cn zo BO 18 18" IE.OUT:2572.10(W) 2576 2576 �° c :3 a H EXISTING 18"PVC a 3 o U APPROXIMATE EXISTING GRADE @ PIPE CILFF ; o i.! y t N 2574 °' o E o _:6 o 1.50'OF 18"F679 U N PVC @ 0.000% ' aL 2572 2572 aN a y o �aT�= � cn " ° mow 8 80.01'OF 18" 679 PVC @ 0.242 0 3 6.04'OF 18"F67 PVC @ .239% C 'a E�� d c> 2570 a mw aTo ma 52.09'OF 18"F679 PVC @ 0.242% 2568 ERTICAL SCALE:1 .=4' ' L L 78.38'OF 18"F679 PVC @ 0.271% 12.65'OF 18"F679 PVC @ 0.495% 2568 ; U29'OF 18" F679 PVC @ 0.000% 2566 2566 0+40 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+80 GI-A5 6+62.49,0.55R CONTACT DMINE RIM:2575.50 48-HOURS SUMP EL:2570.41J BEFORE DIGGING 18" IE IN: 2572.04(S) 1-800-342-1585 18"IE. OUT: 2570.91 (W) 12"IE. OUT: 2571.50(E) Z 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+20 0 O 2584 2584 > O = m z z 2582 Q U) o GI-B6 48"MH 3+58.14, 0.00 �Lq ;fl x CO to 2580 W � Q 2580 RIM:2571.50 xo o u, ;a N p p oLO o N z SUMP EL: 2564.23 m N N 00 O c`! N N _ z _ U Cc o ^ w Z 0 co>, o w z 0 w rn rn EXISTING GRADE W w 15" IE IN: 2565.23(S) M o u, u� o 0 o C2 00 00 2578 15" IE.OUT: 2565.23(NW) m M w w m 00 w w m e x co 0o � L N >U 1 C7 co C7 f+D fn = O p In � � N m O ti N C,4 Z = OCCJ LOAD N 3+70.50 � O � NNN = to wZ O w 0 2576 c> C6 `V N ~ FG: 2571.46 � w z z O " c" coi 0 0 M ai o qr o a W Uj 2576 w w 00 J z o r� ~ N a w w ui m 0D FINISHED GRADE _ ao „ w _ 3+77.95 GI-B7 48 MH m o - - - +o ;n ;r, SEE PROFILE Q ~ o N N a w ui 6+05.12,0.00 + ;n iv ;r, C9 C a cn _ W � r � 2574 m N - F :2568. z o H N RIM: 2572.00 FINISHED GRADE APPROXIMATE EXISTING SUMP EL: 2564.53 @ PIPE CIL o a GRADE @PIPE CIL 15" O IN: 2565.53(N) \ / I2572 Al 2572 15" IE. UT: 2565.53 �i/ / / / / / / / / / / /�/�✓ 7 FINISHED GRADE 5+90.81 ��S�G�STEF/yG/�F @ PIPE CIL FG:2569.39 2570 0�15"GIRR PIPE RETAIN&PROTECT EXISTING CMP T_ _r 11 F49.86'0 16"C-905 PVC @ 0.129% 3 2568 C4 o 2568 > s 3-24-21 EX.8"W U o 11, 7758.03'0 15"SD 35 PVC @ 0.123 0 '0 D C 8% v �Ppss�F OF 2566 K ER�� 2564 NEW 8"W 2564 GRAVITY IRRIGATION - LINE B � , OR 0 32.06'OF 15" F679 PVC @ 0.145% 27.58'OF 15"SDR 35 PVC @ 0.127% " • TYPICAL SECTION a 0 .0 .0 .. LOWER EX.WATER 2562 ' '• '• '• ' 3+19.83 UNDER NEW GI EXISTING 15"EXISTING CMP • . . . 12" IE:2565.18 STA 3+77.95 TO 5+90.81 2560 GRAVITFILE HOR - 2560 - c\1 co EXISTING 12"ADS VERTICAL SCALE:1"=4' G�.2 • 2558 2558 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+20 w Q 10 UU K� 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+20 ;a 2586 om Z U 01 3� 2584 ? 2584 O ¢N O o0 o Z � N O U, � N o Q 2582 03 cn Nvti O un NN aZ a; NN O Cn J Z w� O '� O X CO6 O O cl, CO C j W Z O 0 in 2580 W 77 mM o mocCN mO � NN � � cn 2580 w w� Z v ^ � COLn - O M t = N N w� W N oo � ccio N coy �� WZ o MNN WZ O t9m � cn � No m O lI9 n N d W W 'Y x N N M �1- w Z o U + N N (7 Lo cn 2578 a w U m C N 0 l--- N ui N d W LLJ �• 4+7 V) O N VLO 2576 oo w z o o APPROXIMATE EXISTING 5 N c=n r 2576 m z _ M _ CLw w GRADE @ PIPE CIL N a >wN o� CD �w N � N AA FINISHED GRADE 2574 W @ PIPE CIL Z N 1 a0 GI-133 48"MH 2572 2572 z o3 9+50.73,0.00r__I - I k 1.314 1/0RIM: 2571.40 97 08'0 12"SD 35 PV @ 2570 J Lu SUMP EL:2564.94 15"IE IN: 2565.94(E) 261.8 'OF 12" DR 35 VC @ 0. 14% 12"IE IN:2568.15(SW) 128. 6'OF 12' SDR 35 P 0 408% LL 15"IE. OUT: 2565.94 N O w 2568 2568 19.38'OF 12"SDR 35 PVC 5.118% 49.52'OF 12"C-900 PVC @ 0.430% ¢ m o co CO�� F7@ _ _ 2566 Q L) w � N Z GR IRRIGATIONPlmflL E V RTICAL CALE:1" 4' a of F O w wdw Q 2564 2564 a 0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+20 JOB NUMBER:li p� IDB2096 DATE: 3-24-21 SHEET NUMBER: J G1m2 ww !n - w Z ss 00 6.00' B LL ~ ` --- 5.00' o W = _9 2"X 2"CHECK ? I O - 9 s BOARD SLOT 2.00' o PACKAGE PUMP STATION g ti 0 WEIR PLATE-SEE DETAIL 04 SEE PIA FOR REQUIREMENTS 0- O o L o o 3 N PACKAGE 0 1.00, � - = 6d�ao,2 PUMP STATION RIM EL: 2571.88 RIM EL: 2571.88F�rjjyyo LD 4 18"OUT TO - 12"OUT TO 4 A 12"IN FROM r' o b A 4 LB/SF EXPANDED 0 GI-A4 GI-05 GI-A5 o o =�? �-ri a c%l ri v STEEL TOP o" o N`:3 ° HGL EL: 2569.14 OVERFLOW PIPE OUT N cs 1.50' � � ` y �� Z 48" DIA. PUMP HGL EL: 2569.14 12" IE: 2569.14 o 0.50' 0.50' "' 0.50' WELD 2-1/8"FLAT BAR STEEL y w AROUND PERIMETER(TYP.) STATION MANHOLE SEE GI PLANS z 3.00' 2.50' 4"SS ANCHOR BOLTS W/4"MIN. d E-S 1 7 00' EMBEDMENT WITH WASHERS N 8 .2 _ _ 3 0= 08 L E as U y y � AND REMOVABLE NUTS(TYP.) 1O" C900 PVC '_: 12" IE IN: 2567.90 GIRR BOX GI-A5 PLAN B TWO PIECE COVER CL r ` E d N NOTES: " IE: 2567.12 GI-Cl 48"BOX ' 10 ° N 1. PROVIDE IRRIGATION BOX COVERS AS PER ISPWC SD-619. 2. COVERS SHALL BE PRIMED AND PAINTED WITH BLACK ENAMEL. ~ 01 4.00' SEE GI PLANS Q - H a PRESSURE TREATED CHECK BOARDS c Q N o y N c z GIRR BOX GI-05 PLAN 0 10" IE: 2567.04 CAULK ALL JOINTS BETWEEN CHECK BOARDS, 6.00' GIRR BOX GI-05 COVER 0 c SUMP EL: 2564.86 N o AND BETWEEN CHECK BOARDS AND THE 5.00' 12"WATERMAN C-10 CANAL GATE H_ o o W CONCRETE BOX-PROVIDE WATER TIGHT SEAL 2.00' 3.00' ILON 12"PIPE OUT TO GI-05 m w a T 10, 7.00' 4.00' 48" DIA. CONCRETE MANHOLE TOP OF CHECK BOARD EL:2572.75 (EQUALS FLOW LINE OF OLD CONCRETE DITCH) c 3.00' 2.50' 3.00' 4.00' N 0.50' 0.50' 0.50' 2.00' ' RIM EL:2575.50 WEIR PLATE-SEE DETAIL RIM EL:2575.50 RIM EL:2575.50 SUMP EL: 2561.14 ' 18"IN FROM GI-A6 ;c, WEIR CREST EL:2572.25 18"IE OUT:2570.91 IE:2572.04 ,; HGL=2572.34 @ 40.5 GPM i o c o HGL=2572.65 @ 377 GPM ,� 'a 12"OUT TO 12"IN FROM o 1.00' � � N I s I WEIR PLATE-SEE DETAIL CONTACT DMINE 1s"OUT To �� GI-05 GI-A5 - ,� 12"OUT TO L - J� 8" THICKNESS OF 4" MINUS CRUSHED NOTES: 48-HOURS GI-A4 M - - o GI-C4 cV N AGGREGATE BASE COMPACTED TO 95% 1. PUMP STATION MANHOLE SHALL BE BEFORE DIGGING 12"IE:2571.50 12"IE:2571.50 SUMP EL:2570.504, 1 SUMP EL:2570.50 MAX DRY DENSITY PER ASTM D1557 PRE-CAST CONCRETE. 1-800-942-=5 SUMP EL:2570.41 12"IE:2571.00 STRUCTURAL DESIGN SHALL BE 12"IE:2571.00 NATIVE SUBGRADE COMPACTED TO 95% PREPARED BY PRE-CAST DESIGN 8"THICKNESS OF s MINUS CRUSHED 8"THICKNESS OF a MINUS CRUSHED TOP OF WALL MAX DRY DENSITY PER ASTM D1557 8"THICKNESS OF 4"MINUS CRUSHED a" a" ENGINEER. z AGGREGATE BASE COMPACTED 1 95% AGGREGATE BASE COMPACTED To 95°/. AGGREGATE BASE COMPACTED TO 95% U O MAX DRY DENSITY PER ASTM D1557 MAX DRY DENSITY PER ASTM D1557 MAX DRY DENSITY PER ASTM D1557 NATIVE SUBGRADE COMPACTED TO95°/. NATIVE SUBGRADE COMPACTED TO 95% NATIVE SUBGRADE COMPACTED To 95% PUMP STATION MANHOLE & SCREEN BOX PROFILE J > MAX DRY DENSITY PER ASTM D1557 MAX DRY DENSITY PER ASTM D1557 MAX DRY DENSITY PER ASTM D1557 0 Il = m GIRR BOX GI-A5 SECTION A-A GIRR BOX GI-05 SECTION A-A GIRR BOX GI-05 SECTION B-B < U7 0 PUMP STATION MANHOLE & SCREEN BOX PROFILE w NWEIR GAUGE IN HUNDREDTHS OF A FOOT W U) 0 4 LB/SF EXPANDED �_3 �STEEL TOP0 W 2 Ug 4:1 CIPOLETTI WEIR SIDE SLOPES Lli w WELD 2-1/8"FLAT BAR STEEL \ Q _ AROUND PERIMETER(TYP.) x 1 01 0.58, _ W W W>j5> U F 4 z 0 o 1.00 !y 9 9 N 718224.0468 15"IE:2566.62 O a � a I I c � � � E 2450429.6302 4"SS ANCHOR BOLTS Wl4"MIN. �" DIA.X 3" STAINLESS HILTI KWIK v H o C o c EMBEDMENT WITH WASHERS TWO PIECE COVER BOLT II (TYP OF 6)W/STAINLESS Q r a GI-B3 48"MH �SS�ONAL FiyG/ _ � AND REMOVABLE NUTS(TYP.) NUT& WASHER- INSTALL ALL o c,�STE_ BOLTS AT CENTER POSITION _ __C___ 4" STEEL \ °� 9 9 ® � __ NOTES:1. ROVIDE IRRIGATION BOX COVERS AS PER ISPWC SD-619. WITHIN THE V VERTICAL L J o �/ w ' __ __ 3 2. COVERS SHALL BE PRIMED AND PAINTED WITH BLACK ENAMEL. ADJUSTMENT SLOT h a a GI GIRR BOX GI-A5 COVER SECTION C-C a ° 0 9p�gT3 2o4-2\OQ�o� o�o o s s ° j ,��p° o oQv S K ER��� 2.67 a �ti 15"IE:2566.32 \ / . . GIRR BOX G I-A5 3M 1"WIDE X 125 MIL MASTIC TAPE BETWEEN CONCRETE ' . . . • • 4 WALL AND ORIFICE PLATE - PROVIDE WATERTIGHT CONNECTION ° 12"IE:2568.15 , CONCRETE WALL TO CONCRETE WALL 12"IE:2569.14 . . . . G1.3 BEHIND PLATE " 0 " • NOTES: ° N:718205.9232 L ; 1. WEIR PLATE SHALL BE INSTALLED LEVEL. E:2450416.7492 10"IE:2567.04 • 10"IE:2567.12 GIRR BOX GI-05 WEIR PLATE ° `� ti N:718205.8113 w ° s E:2450421.7479 a 1 o GIRR BOX G I-C� GI-B3 48"PUMP STATION MANHOLE—,", `'° o <o 3 a a L v 12"IE:2567.90 za °a <z �.3 a J 5.33' -0 Z. ° n O I 12GI 12GI g o 90° 12GI 12GI - g %c; N:718200.8125 N USE FLOWABLE BACKFILL(CHIPS)BETWEEN ALL BOXES j N:718203.5992 a°a E:2450421.6360 oo a E:2450408.8619 a a 0 o I =LL N:717782.7960 ° a s° a ° a Z E:2450544.8551 a ° a 7GI-Cl 48"BOX Z w� 4P1 4P1 I 4P ° ° a aa° a - SEE PIA FOR SCREEN REQUIREMENTS o� 4P1 --4P1 o PI I / 1 �Lu N:717782.9303 N:717782.7736 N:717782.6169 4P/ N:718200.9245 Z Z E:2450538.8566 E:2450545.8549 E:2450552.8531 PACKAGE PUMP STATION 4PI E:2450416.6373 " roE-- SEE PIA FOR REQUIREMENTS �w LOT LINE o c /zoE ° � Qo - o o GI BOX GI-05 4PI W N 10"C900 PVC @ 1.26% > N PUMP STATION SLAB-SEE PIA 4P/ 12N� 18GI 1$(;I 18 Ff__ F-- FOR REQUIREMENTS w 3 2.67' N:717778.6179 a a 4PI O ti0 IRR BOX GI-A5 N E:2450552.7636� \ c 3 _ TRANSFORMER SEE PIA 4P/ O 03 FOR PUMP STATION POWER REQUIREMENTS N:717778.7746 > aal > ° \ a Z o0 1 ------------------------- - E:2450545.7653 \ 4p\ 1 8-G-1- 18 PVC 18 PVC 18 PVC- N:717778.9313 N:717778.7970 I �- \ C ROW LINE E:2450538.7671 E:2450544.7656 -------- G IR P ° U � Z � � � N:717778.59 E:2450544.7591 4 \ w 74 rn E:2450540.7601 j N:717778.5079 EXISTING IRRIGATION BOX d O 5; 00 w � a m z CC) of 00 of 0" N:717774.5984 o HP n� O v wa N N m E:2450540.6706 N:717774.5089 N w ¢ of - - - - - - - - E:2450544.6696 °"P PUMP STATION M H & SCREEN BOX PLAN a a a W IL 2 � IRR BOX GI-A6 0 5 10 GI.3 JOB NUMBER: FEET IDB2096 N DATE: 3-24-21 IRRIGATION DIVERSION BOX LAYOUT 5 F SHEET NUMBER: 0 5 10 �_3 > Gl3FEET w ■ w !n � v .3.t.. o TL N i\� U y -- N: 718565.2708 13.55 LF OF 4" • - 9 . 0 0 u =� o�Q I = y- N: 718564.9648 E:2450254.1517 Q U o 9 0 w a U U. o��s� E:2450124.2172 °E �;`----- 45°BEND:E N:718552.5507 N:718538.6268 Lu n _a s_; ° 900 BEND P 22.5°BEND '\ E: 2450258.8158 E:2450331.0873 - = 9 22.5°BEND 45°BEND W U) -_ o -- �_ti 4PI 4PI 2 = - ____ y 4"GV aZ0 `30 -- ----- LF OF Oi o �< / `3: 129.93 1 v - --- -y N: 18535.4099 r �'� 2573 1 E:2450337.2872 / - T o¢U Li �OF4 450BEND :�I • 655g�- z 4"GV \a �- soL�� ss 2.85' ss o Ez N:718516.09,36 y N: 718466.8611 N �I rn E: 2450258.6613 1 1; M :, 6.98 LF OF 4" Z E: 2450123.8013 I �1 ;I 900 BEND _ 4 GV % ° 2 `... 1 � 1 N:718469.3037 a o 10.85 LF OF 4" " N: 718516.0477 ; 2 7059 o y E N -- - - --- - -- / E:2450269.5084 " 450 BED ' aw -11.25 BEND - _ ... ..........4 _ _ U N:718413.8616' Es ' 4"GV w 11 GV a --------_ -- E: 2450123.5766 5 a• Sw w W00� � \ 47LFOF4" NOTES . /. ° - .. 90 BEND I / _g Q > aL n 4 GV S C2. sg \ \\ g86 N: 718461.1561 / 1. THE PRESSURE IRRIGATION DISTRIBUTION SYSTEM SHALL BE i - M \ \ / CONSTRUCTED IN ACCORDANCE WITH THE NAMPA MERIDIAN Q N - __ =____--- E: 2450349.8755 o N 52.98 LF OF 4"., \ ` 45°BEND - - \ \ IRRIGATION DISTRICT STANDARDS AND SPECIFICATIONS c o a E d - - cv o\ � ` d� � ` 2. PIPE LENGTHS ARE SHOWN AS GENERAL INFORMATION ONLY- d r a T o m a N: 718414.2094 ""4PI.....• + \ \ \ O 1 CONTRACTOR SHALL PERFORM THEIR OWN MATERIAL TAKE OFF AND E: 2450070.6005 \ \\ \ \\ INCLUDE ALL WORK FOR THE PRESSURE IRRIGATION SYSTEM IN THE 90°BEND BID FOR THE WORK. \ \ \ ^ 3. GATE VALVES SHALL MATCH THE PIPE SIZE. \ N \ \ N N: 718369.5069 4. ALL WORK SHALL BE COMPLETED,AND MATERIALS PROVIDED, IN E:2450373.3019 ACCORDANCE WITH THE CURRENT NAMPA MERIDIAN IRRIGATION __ _ \ \ \ \ 4"X2"TEE DISTRICT STANDARDS AND SPECIFICATIONS,AND THE CURRENT 1 \\ \\ \ \\ v 2"GV EDITION OF THE ISPWC. I I 00 n \ 1' 2p� 5. MAINLINE PIPING SHALL BE PVC, CLASS 200, SDR 21 OR BETTER. i�OF \ 6. S SHALL BE CAST IRON AND MEET AWWA �-HOURS MAINLINE FITTING L--------- RE UIREMENT - 7 ISOLATION VALVES SHALL BE PROVIDED IN ACCORDANCE BEFOIE MaNG _____________ r `' WITH ISPWC AND MEET REQUIREMENTS OF AWWA C 509 VALVE 1 800-342 1585 r p BOXES SHALL BE PROVIDED IN ACCORDANCE WITH ISPWC SD-406 v WITH 24"DIAMETER CONCRETE COLLAR. 5.00' 1 ': � ,. EN 24502821285 � -�r'' �� � "' -J � 1 2"CAP 8. IRRIGATION SERVICE RISER PIPING SHALL BE 3/4 INCH DIAMETER I THRUST BLOCK'' 10" N:718283.7724 CLASS 200 POLYETHYLENE. CURB STOP SHALL BE 3/4 INCH CLASS Z 1 ------ s. 1 200 WITH NON-RISING STEM,ALL BRONZE CONSTRUCTION AND O - M 89.10 LF OF 4" 1 •, E:2450395.2164 S I U - 12 O 22.5°BEND W SCREWED ENDS. ALL FITTINGS SHALL BE BRASS. SEE SERVICE J U) 1 ------ 4PI 4PI p 2 ( ) RISER DETAILS FOR ADDITIONAL REQUIREMENTS. J I I :` ''• N: 718293.8150 1 1 z9` PUMP S 4 9. THRUST BLOCKS SHALL BE PROVIDED IN ACCORDANCE WITH THE L 1 I o - J E: 2450304.0803 r--- r---- •ffl;5" MP STATION SEE PI. CURRENT EDITION OF THE ISPWC. THRUST OR ANCHOR BLOCKS ARE O co 90 BEND I N: 718291.8205 I REQUIRED AT TEES, BENDS, DEAD ENDS, OR OTHER CHANGES IN Q U) 0 O 1 I _ I E: 2450393.1593 ,�ti I 5 FLOW DIRECTION ON ALL MAINLINE PIPING. THRUST BLOCKS ARE U - J -=........ ------ n ' :. f 4' TEE ;� :ti5, 90°BE AFTER ANY Z Z N U- I ND UP ALSO REQUIRED AT ELBOWS AND TEES BEFORE AND � 0 22.5°BEND(W) I " 4"DUCTILE SPOOL VERTICAL RISER WITH UNIFLANGE STUBBED 4"ABOVE SLAB � a r. COMPRESSION TYPE COUPLER CONCRETE FOR THRUST BLOCK _ LL I '' o SHALL CONFORM TO ISPWC CL3000 AND SHALL HAVE A MINIMUMS 0 _ } W a N ' 4 I =1 o I 8.31 LF OF 4" I -`Li ALIGN VERTICAL DUCTILE RISER PIPE WITH PUMP STATION DISCHARGE PIPE 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE THRUST O ?..... _ ; AB EL,2571.88 UNDISTURBED EARTH. ?2S II o 1 I o 4. "1 N •n 9,,,AN CONNECT AT BLOCKS SHALL BE PLACED AGAINST W i 34' �* N9 y z T TO PUMP l _ "" 1 ao ,z° 9^ __ 10. INSTALL LOCATING WIRE PER ISPWC. z 1 -----J > a......I' N: 718199.5288 I 21"0 7.23 LF OF 4" 14 w " ¢ E:2450393.3302 I - a 11. ALL STREET CROSSINGS SHALL BE MARKED ON EACH SIDE WITH W O z a N: 718193.8 PURPLE FIBERGLASS STAKES SAYING PRESSURE IRRIGATION 388 I I 90°BEND I 6 IB W 1 11.25°BEND I 4 D OF PPE COVERED WITH DEBRIS PRESENT. _ :: E: 2450301.8418- 1 1 ` 12. CONTRACTOR SHALL COORDINATE A PRE-INSTALLATION ONSITE Lu I i.......... ;. . , 11.250 BEND --- -- --J �12G1 12GJ...- 2Lu B O H o "' S MEETING WITH THE PROJECT ENGINEER CONTRACTOR SHALL v 4"GV W 2572 LO N: 718184.2650 '15°M COORDINATE INSPECTION OF PIPE INSTALLATION WITH ENGINEER z 1 4PI" 4PI E: 2450548.6308 �15°^� ONCE PIPE IS INSTALLED, PRIOR TO BACKFILL. o a N: 718140.3166 L N: 718138.1486 - 8w d 8w 21.09 LF OF 4" : .. 900 BEND 13. CONTRACTOR SHALL PRESSURE TEST THE SYSTEM AND OBTAIN _ E: 2450156.2062_ _ E:2450235.2252 W.HOMESTAKE ST. �. 5 I - -- 96.98 LF OF 4 --- PASSING RESULTS IN ACCORDANCE WITH ISPWC SECTION 401. FINAL � �` 7.13' PRESSURE TESTING SHALL OCCUR AFTER ALL OTHER N: 718138.5883 j 4"GV 1 f 4"GV U- N: 718140.5357 N: 718184.3346 �S�ONAL E:2450069.2073 E:2450314.7839 0 a \ \ E:2450451.6539 2'87' UNDERGROUND INSTALLATIONS ARE COMPLETE. Oct 4"TEE 1 5 :>.:: : • . d - 4"TEE 11.250 BE - : . .. . . 1 N 11 25°BEND(N).: s N----- 1 _ ___ 4PI -_4PI -- 25,23 LF OF 4 4PI -y 4PI -- 4"GV \ 3 -- __ -_---- , LEGEND 1 --87.00 LF OF 4"----� 79.05 LF OF 4" ` i 79.58 LF OF 4" " - - s O i N: 718190.6955 I �� 3-24-21 P,Z, I I o I E:2450427.2374 oERo I I 4"TEE {+ GATE VALVE `SS GAS ------ 11 ' 4"GV vI -- _ If 5.00--fl `" ----- AIR RELEASE VALVE --_--Q �_--_--------: � A _- , . . co r 5.00 --- 1 o i ^�.�___ 1 1 1:., N: 718194.295LFOF4" --- � : • . . • r 127 J I O DRAIN VALVE '� S So c E:2450413.7363 • . . a. I I I 4"TEE © BLOW-OFF ASSEMBLY -- ---� 0 L--- ---------- 4"G.V.(N) L 1 `%. ;--------- --- 1' ----------- O 3/4 INCH PE IRRIGATION SERVICE :: 1 ND(N) 1 'n -------------- 1 -------=':----� o� }: �I III 5.00, ,c • Y 1 % o I c P1 IRRIGATION MAIN LINE&SIZE �'I C I 1 x I�- I- PIPE DOWNWARD SLOPE DIRECTION I I ----__------ z a -------- PRESSURE IRRIGATION EA --- - LL -- N Nis ( -----------_ '+?� ¢ui ��/ 1 M ------------- o. 00 I J 1 ❑ ow _ F "' ----- KEYED NOTES 1 X L- 1 so -- 1 ---- ------- .N ------------- Co . ------- �N 1 o 41 I� 1. 3/4-INCH IRRIGATION SERVICE(SEE DETAIL 1 &2 ON SHEET PI.2). o0 1 1 2 79' 1 7.13' 2. DRAIN VALVE(SEE DETAIL 3 ON SHEET PI.2). s` 3. AIR RELEASE VALVE(SEE DETAIL 4 ON SHEET PI.2). 03 ��-------_____J N: 717938.9884 1 as L-- -------- s E: 2450314.6393 --- �`------._ . : a.. ..- o \ ............... � •...•� 2573 - - - . 4"GV 5 _ - 4 548.4511 - � ., PLACE PRESSURE IRRIGATION IN C 900 PVC SLEEVE AT ROADWAY EE CROSSING PER ISPWC SD 307 AND ACHD STANDARDS MIN. SLEEVE : - _ ..............: .: 8w T - 8W 8W ':•:.' : 4 GV DIA. SHALL BE THE PI PIPE SIZE PLUS 4". INSTALL(2)3"DIAMETER Fz E•2450 8W 1 W.SANTIAGO ST. . U- CLASS 200 SIGNAL CONDUITS WITH j-"PULL ROPE. SLEEVE AND 5 8w U- . ................................ . °U . •i .• .. - - ' rO JW - - - - A-1 10 N AND TYPE ............� . CONDUIT SHALL EXTEND 3 FEET PAST THE SIDEWALK PROVIDE �"'�" ••........... CLASS A 1 PIPE BEDDING SYSTEM PER ISPWC SD 302 A • . : :� c . TRENCH BACKFILL. (SEE DETAIL 7 ON SHEET P1.2). zo -u) ,. ` 31 65 6. PRESSURE IRRIGATION BACKUP WELL AND VALVING. �"'"'N• 717885 9679 4.9 r- F - - �„2C�4�50 7 • " •• �� •' ¢.; ,• N• 717880 7409 0= Z � E I - - r--- - -- - r -- - - - I E 2450548.4130 r G �- -- -- -- - 4 GV ' w3 ? 3 a1 � I I I I I 1 ''•. �� a� 6.00' I I I I _ 1 z 0 3 4.00' I I I p 1 2.00' I '� 1 1 1 N: 717791.4179 1 1 1 J Z N: 717798.9633 I 1 1 �; 1 I E:2450405.4834 1 1 1 N I E:2450068.4906 1 04 I ,'1 I 4"GV N I 1 N: 717790.2313 1 I 90°BEND 1 1 a �•:• I 1 as 7.13' IL d 1 1 1 13" I E:2450458.4826 I Z 1 I I 1 1 1 ....I:..:..: 5 •......L.. - 1 1 0 1 1 1 1 :..f..• 1 Z 1 I 1 4��GV 2.87' Z > w ----- --- L L u;---- 246.47 LF ¢ 2574...... OF 4" :::.:... 1 1 .. .. .. z co -----� -�----- -��. `� 0 1 �• * '. ; 1 1 z � 4PI 4P.........:::::::::::.:::......:::4PT::::::::::::::::...::::.::::::::: . .................................. ....................................... .........................................: --- N: 717788.2192 ::................................. 2576..............................................:.............. 2575 I?I............................... 4PI •4PI :....... •.... 3 N N m U U Z .......................... .................................................. .. ............... ..................2576............................... .f_........ I 4pl .. .. .. ::::.::::::qpl::::: `. w ¢ - .. x .... 1 .............. .. E: 2450548.3466 1 90.61 LF OF 4".... 257 1 . ............2575...... ...... ...... - i- ..... ........ . . . . ..... 53.01 LF OF 4" ..:.°. ::....1 :: 90°BEND - .- ^ ......... ........ ........-ice......''•..' A... ... TOE 0 0-1 N: 717793.4462 ' ' '' w 18 PVCr E: 2450314.8993 - '°P 4"TEE JOB NUMBER: W.USTICK RD. 19 LLI IDB2096 m DATE: 3-24-21 SHEET NUMBER: PRESSURE IRRIGATION PLAN J W p1ml 0 40 80 w FEET U) 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 � ° " 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 - - - - - _ - - - _ - = = =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 DRAIN CONCRETE SLAB 0 ; 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 4) - 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 - 43 - 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 z �.2 �.2 U) 1. PROVIDE ALL FITTINGS,TRANSITIONS AND APPURTENANT ITEMS AS REQUIRED FOR CROSS J _U) CONNECTION CONSTRUCTION. J > O o 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES AND = co REQUIREMENTS. Q U) 0 3. CONTRACTOR SHALL CONFIRM FITMENT OF BACKFLOW PREVENTER AND APPURTENANT ITEMS WITHIN GORILLA CAGE PRIOR TO ORDERING MATERIALS. W CZ Q U 0 1 1 0 PI CROSS CONNECTION TO POTABLE WATER SYSTEM 5 z 0 ° Keyed Notes <&> Keyed Notes X w /\ /\\// 3 //\\//\\//\\//\ w w 1. DOMESTIC WATER METER BOX \/\/ 2 / /\/\/\/\ 1. DOMESTIC WATER METER BOX \/\/ 2 / /\/\/\/\ z ° COVER OBLITERATE WORDS //// //// ///////////� COVER OBLITERATE WORDS z ° a "WATER METER" FORD NO. X43 \\ \\ \\ \\ \ \\ \\ \\ "WATER METER" FORD NO. X43 \\ \\ \\ \\ \\ \\ \\ \ 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 LIDS. \� \\\j\\j/\\ \\j\\j\\j\� LIDS. \j\\j\\j\\j\ 0 0 0 \j\\j\\j� 8" ROUND CONCRETE COLLAR (4" THICK) '0 LIDS. ifi�F 2. 20" DIA. PVC. //\//\//\//\ 2. 20" DIA. PVC. /\//\//\ \// o \ \ \ � PVC MPT ADAPT. AND CAP 3. 1 z" CURB STOP BALL VALVE SUCH \ o o \\/\\/\ 3. AIR RELEASE VALVE 1 2" 200 PSI \\ \ \ \ \ 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 \\\\\\\\\\\\ \\\\\\\\\\ �T3-24-21 P // // 5 0 0 0 0 0 0 0 0 0 0 // // \ / \ pow F of BOTTOM OF VALVE FOR SUPPORT. \/\ o o o o \/\/< BOTTOM OF VALVE FOR SUPPORT. \/\/\/\/ o o /\/\/\/\ SS K �i\\i\\i \i\\i\ \i\\i\\i\\ \ /\\i\\i\\i\ 5. 1 2' BRASS PIPE. 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. �� :. :.CE • \/i\ //\//\//\//\ 0 0 0 0 0 0 0 //\//\//\//� D ////////// 1/4" DRAIN CONCRETE THRUST BLOCK , .. cn \\ \\ \\ \\ \\ \\ \\ HOLE p CONCRETE THRUST BLOCK OR JOINT RESTRAINT BACKFILL WITH 1 CY DRAIN ROCK Q 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 �.2 �.2 P1.2 0 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 a4 10 0C 00 00 00 00 0t 00 zo O O00 O% 0,O0O00 0000 0000 O 0 J o0 0 \� 0 ow z O �/� INSTALL (2) 3" `� �o / o M DIAMETER �; 000�0� COMPACTED SELECT BACKFILL CLASS200 SIGNAL �� o o �� o 13 CONDUITS WITH 4" �� //j�//j/ �� J PULL ROPE �' ��/� j�A SAND PIPE BEDDING Q MIN.DEPTH OF SLEEVE SHALL BE 30" FROM W TOP OF SLEEVE TO FINISHED GRADE % LEEMCO JOINT RESTRAINT @ROAD CENTER LINE z Lu MATCO 10ORT GASKEDTED SLEEVE W/1 1/2 X DIA. C 900 PVC EXTEND Z > w DEEP SOCKET VALVE FROM CURB TO CURB OR BACK OF X-SECTION - ROAD CROSSING C Q m Z 0 SIDEWALK TO BACK OF SIDEWALK a Lu a o C m W 0-1 Q U N X z PROFILE VIEW - ROAD CROSSING w a LL tea/ a a o PRESSURE IRRIGATION PULBLIC STREET CROSSING 7 JOB NUMBER: IDB2096 DATE: 3-24-21 v/ SHEET NUMBER: w W F Plm2 W U) - WZ 00LL W M ` 3 T - - _ 0 � N 9 N �/ Cl) y0 W V! 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 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 0 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 RESTORATIO Q o N: 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 N 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 � 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 -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. 1-800-942-=5 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 z the pipe. Threaded fittings shall be Schedule 80. excavated native material containing no rock, organic matter or materials larger than '/a the requirements of AWWA C 509 latest revision specifications for resilient wedge I. PIPE: 200 PSI Poly U O 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 U) 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 > 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 0 trench backfill material shall begin when there is sufficient cover to protect the pipe from = m 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. Q Z) 0ends 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 - 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. - CD _ where shown on the drawings. Concrete for thrust blocks shall conform to U) z Q 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 U7 U) 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 0 lY be Type "A"only. Lateral pipelines extending to single service risers shall be two(2) inch pipe O 0� 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. = U 2i on the drawings: 3/8" 95-100 CI-3000 and shall have a minimum 28-day compressive strength of 3,000 psi. z #4 90-100 Joint compound or Teflon tape shall be used on all threaded joints. W O 4"and small pipefittings 1.3 sq.ft. #10 90-100 0 W 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 _ 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 L 12"pipefittings 8.0 sq.ft. #200 1-10 with top twenty-four(24)inches painted purple. _ � LLJ LU w ~ w � z 0 Page 1 of 14 Page 2 of 14 Page 3 of 14 Page 4 of 14 10 a ASS\WL ENG� Q� c,\srE OFF PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION PRESSURE URBAN IRRIGATION 3 SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS d> 3-24-21 �Pp 9TF OF 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") `rs {( 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 • 6.7 STREET CROSSINGS: 72". Will have steel plate cover with access door twenty-five(25) ' • co .00 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 ' • CO ;0 00 coated one-half(1/2)inch ASTM A-615 grade sixty(60)steel to meet > co •• •• 0• • • 000 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. y 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). o_ 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 Ln 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. W 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 - � W J 11 M Z (6 � a m z � 0 O o o�00 Page Page Page Page a Pa W YNvQ m 9 9 9 9 00 LU W ILLL < a a o JOB NUMBER: IDB2096 WDATE: 3-24-21 SHEET NUMBER: ui v/ y P13 W W W N y C U y DESIGN SPECIFICATIDNS SCOPE OF WORK included as part of the main control panel PLC programming. 2. System Pressure Setpoint p p L a= E Packaged Pump Station supplier shall provide a variable speed Pump Control System a v o o�� a�� a DESIGN FLOW RATE 75 GPM @ 75 PSI submersible turbine pump station complete with pump, piping, w> W `3 r= o =o NEMA Rating. The VFD, PLC, and associated electrical equipment 3. Pump Sleep Settings, with two threshold modes: Sleep by Flow or ° - "= 9 " MINIMUM POWER: 240 VOLT / 1 PHASE valves, sensors, variable frequency drive (VFD), programmable logic O y =` ti o shall be mounted in a NEMA 3R enclosure rated for indoor Sleep by Frequency IxN -_ � o = h of o 0 controller(PLC), UL 508A listed control panel, and all appurtenances a z �� �.3 2 0 :> MODEL # PRECISION PUMPING SYSTEMS (208) 323-5300 installation. To avoid potential water or rodent damage, VFD's 4. System Protection Settings, including fault and warning a O necessary for a complete and functioning pumping system. The mounted outside the main control panel are not acceptable. Y g g g Q L) t o o N N o N 67 ITEM NO. DESCRIPTION Size QTY, station shall be mounted to press brake formed steel base and parameters for low flow, high flow, low pressure, high pressure, o o N a a o N A B 1 CONTROL PANEL 36"x30'x16" 1 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. _ =6.o d 8 _¢ ti 14 F 8 2 6 5 8 FILTER, VAF200, 300 MICRON SCREEN 3" 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. ° 3 0 WET WELL COVER PLATE 3 FLOW METER/FLGW SWITCH 1/2" 1 station manufacturer. shall be UL labeled as an "Enclosed Industrial Control Panel". The 6. Pre-Programmed Start-Up Routines to limit and/or delay starting aL o y 4 LEVEL SENSOR/FLOAT SWITCH CAP 1 Technical Service and Su pump control panel shall be completely manufactured, tested and U E=o pport. The manufacturer shall provide and acceleration of the pump to eliminate excessive velocity and programmed prior to delivery to the job site. _ 2 9 5 PRESSURE DIFFERENTIAL GAUGE & 0-15 PSI 1 access 24/7 phone support with a factory certified technician. The pressure. It shall also include initial start-up, mainline fill, power o y 12 SWITCH 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 6 PRESSURE GAUGE 2-1/2" 1 station, including specifications, submittal, shop drawings, information shall be permanently affixed to the inside of the control PLC Monitoring Functions 8 1-1/2 FILTER FLUSH 7 TANK, PRESSURE 2 Gal 1 programming, and detailed photos of the system. enclosure. All field terminal connections shall be numbered and - " labeled. 1. Pump operating status, total pump run hours, motor frequency, 8 PRESSURE TRANSDUCER 1/4" 1 Factory Testing. The pump station shall undergo and pass all of the motor amperage a = y E 11 7 9 PUMP, SUBMERSIBLE 1 following system performance tests: Hydrostatic testing that meets Cooling System. The control panel cooling system shall be o -- o E o ti F 2. System pressure, flow rate u_ 5 8 =a y, 4 0 ® ANSI/HI specifications and standards; Flow testing that meets appropriately sized for the ambient conditions. The cooling system Y p >..�- 10 SKID, BENT 48x66 1 p g g y a_Aim U ® 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. o= o a E 11 STAND, SUBMERSIBLE PUMP, FLANGED 3" 1 meets ANSI/HI 9.6.4 Vibration Measurement and Allowable Values Two sets of spare filters shall be included with the pumping system. aai E r 9 N 4 18 VALVE, AIR RELIEF, FV-4 1/2" 1 p p p g y 4. Trend Data, with graphic display of system pressure, flow, motor 0 specifications and standards. The pumping system shall be flow frequency and amperage. Data shall be exportable to MS Excel. _» cu D 3" CONNECTION 13 VALVE, " Main Disconnect. Aservice-entrance rated, non-fused disconnect q Yp _ K BUTTERFLY, GROOVE, LEVER 3 1 tested as a complete unit, which shall include function testing of Q �n C 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 _ 14 VALVE, CHECK, SILENT 3" 1 pumps, motors, instrumentation, appurtenances, and control panel. Q y o 2 N N 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 H w g I 15 VALVE, FILTER FLUSH 1-1/2" 1 handle mounted on the control panel enclosure door that is ^N E d ® PRODUCTS mechanically interlocked to prevent entry while the disconnect is in Pressure Gauges shall have a 304 stainless steel case, with bezel m a r Tod AVAILABLE ASSESSORIES (SEE NOTE) the ON position. To prevent damage from vandalism, a disconnect construction. Gauges shall have a 2.5" diameter and be liquid filled. 1" BLOWOUT Piping, Valves, Skid Base, &Station Enclosure. external to the pump station enclosure shall not be accepted. A ENCLOSURE, MARINE GRADE ALUMINUM 48x66x48 1 Pressure Transmitter(s) shall be constructed of stainless steel and 10 B INSULATION / SOUND ATTENUATION 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. ° ° connections. Flanged or welded connections shall not be acceptable. from over current by an appropriately sized circuit breaker. Fuses are J C HEATER 500W 1 Threaded connections between the main piping sections other than not acceptable. Flow Meter. The station shall include a solid state insertion flow z o 15 -NMP INSERTION FLOW METER at the pump volute shall not be acceptable. meter. Current and totalized flow shall be read at the pump control or Q J E D BADGER INSERTION FLOW SENSOR 1 Lightning & Surge Protection. The Pump Control Panel shall be panel HMI. Paddle type insertion sensors shall not be accepted. PLAN VIEW " Valves. Butterfly style isolation valves--with grooved equipped with transient voltage and sure arrestors. H o CW VALVE/1 INTAKE SCREEN SUPPLYg g E LINE 1 connections--shall be included on station suction and discharge Pump Protection Shrouds z Li piping. Flanged or threaded connections shall not be accepted. A Convenience Outlet. The Pump Control Panel shall be equipped with CONTACT DK U E 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 13 G PRESSURE RELIEF VALVE 3/4' 1 well casing. Both ends of the shall be thoroughly sealed to ensure BEFORE DK NC pump. An air release valve shall be included, located immediately Variable Frequency Drive (VFD). The VFD shall be appropriately that no water can enter at either end. Water shall only enter the H DROP PIPE, HDPE, FIELD CUT-TO-LENGTH 3" 1 after the pump check valve. sized to meet the FLA full load amps) required b the um motor, 1-�-�-� 9 U DROP PIPE, SS (6" & 12" EXTENSION 3' 1 ( p ) q Y pump casing through precision laser cut slots, which will not allow debris 3 D PIPES AVAILABLE) Skid. The pump skid shall be made of 1/4" press broke A36 steel. No as stated on the motor nameplate. The VFD shall be manufactured larger than can be passed entirely through the pump. All water 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 NOTE start-up and calibration shall be performed by a factory certified entering the pump. z Corrosion Protection. The pump skid and appurtenances shall be technician, which shall extend the warrant on the control anel to a U O_ THIS DRAWING IS FOR REPRESENTATIONAL Y p m cleaned to bare steel and coated with a baked on powder coating, all PURPOSES ONLY - SEE QUOTE OR SUBMITTAL total of three (3)years. J > piping including elbows shall be coated inside and out. The pump j 000 SUMMARY FOR: station shall be pressure tested prior to coating. No welding shall be Programmable Logic Controller(PLC). The PLC shall be fully 0 Q gal -PRICING performed after the pump station is powder coated. programmed prior to pump panel installation. The technician installing = co -DESIGN PARAMETERS and programming the PLC is to be factory trained and certified by the Q U) 0 -COATINGS Station Enclosure. The pump station enclosure shall be constructed PLC manufacturer. The PLC programming shall be non-proprietary, O - a t allow t all of marine grade aluminum modular panels o aow access o a -MATERIALS OF CONSTRUCTION and the complete station programming shall be made available to the U) z z Cu -INCLUDED EQUIPMENT, DEVICES AND pumps and components by simply removing any panel. The entire owner via a USB drive included with the station control panel. W Q Lr-� front of the enclosure shall consist of hinged doors. The enclosure � � 0 ACCESSORIES PLC Operator Interface. The PLC shall beequipped with a 5.7" LCD O D' shall be powder coated. The roof of the enclosure shall be easily pO O� w PUMP ® SIDE VIEW displaced and replaced by one person for the purpose of servicing color touchscreen. The operator interface shall allow the user to 2 0 g PROTECTION the pump station. The station enclosure shall include a ventilation fan make adjustments to the PLC program locally without requiring any z SCREEN (or fans) appropriately sized to adequately cool the enclosed additional equipment such as a laptop computer. A VFD control W 0 equipment. keypad is not an acceptable substitution for the digital operator Lu Lu MATERIAL TITLE; interface. The PLC shall have an Ethernet port to enable remote _J _ WET WELL SUBMERSIBLE TURBINE Automatic Filter: The pump station shall include an automatic p Q � F (SHOWN AS 48') � (SEE NOTE) PUMP STATION access. 15 2 w screen filter. The filter shall use suction scanning devices to 0 (BY OTHERS) PROJECT1 automatically remove debris from the filter element. The filter shall PLC Control Functions: o Z PPS UNLESS OTHERWISE SPECIFIED: ATLAS S-SERIES y �< 3: 0 DIMENSIONS ARE IN INCHES be VAF200 or approved equal. Control logic for filter flush shall be 1. User settable Local or Remote control. 0 o a FRONT VIEW PRECISION PUMPING SYSTEMS TOLERANCES; LEVEL: M FinoJ FRACTIONAL: ±1/8' 6515 BUSINESS WAY ONE PLACE DECIMAL: ±10 O BOISE, IDAHO 83716 TWO PLACE DECIMAL ±,05 PART N01 1S-NJ—VAF-3 �1. N E T FUR FABRICATION 808-323-5300 DO NOT SCALE DRAWING �, SS�ONA L ENG www,gopps.U5 DRAWN1 JWR DATE; 2/24/2021 JOBI SIZE B SCALE: NTS SHEET 1 OF 1 REV B Z] CONNECT CONNECT FLUSH LINE TO GIRR MH GI-133 �G\STE a THROUGH WALL OF MANHOLE Q� F 3 Q Q ry LP 3-24-21 �O a . doss K 0 ERo�S�� ti� INSTALL 2"FILTER FLUSH LINE �� 0 4 PER PUMP STATION MFG.'S rt, • • RECOMMENDATIONS-2"200 PSI POLY PIPE ' • • • ,• op o cO • • • • It • .• :• •• 92 Q INSTALL 1"INTAKE SCREEN �• �• �• �•• 000 C CONCRETE SUPPLY LINE PER PUMP STATION MFG.'S 15 PAD a RECOMMENDATIONS-1"DIA.200 PSI POLY PIPE tip' D PROVIDE ISOLATION VALVE INSIDE OF PUMP ENCLOSURE �� INSTALL CLEMONS SELF-CLEANING CW200 a a INTAKE SCREEN (#18 MESH-1.00MM) • a PUMP SKID — 48"DIA.PUMP STATION MANHOLE WITH CUSTOM 10"FLANGE AND SEALED BEARINGS 4 , , WET WELL 4 ° ry COVER a v PACKAGE PUMP STATIONUJ ° a 48"WET 4 a a /^I GI-C1 48"BOX Q = WELL a 6"THICK 4000 PSI CONCRETE SLAB PLACED ON 6"THICKNESS OF 314"MINUS CRUSHED ow ° a 1.5"FILTER FLUSH AGGREGATE BASE COMPACTED TO 95%MAX DRY DENSITY PER ASTM D1557. 4 12GI a W 4 COMPACT SUBGRADE TO 95%MAX DRY DENSITY PER ASTM D1557 12C'1 12GI <a 37" ,52 ® TOP OF SLAB EL:2571.88 pp 4 0o °4 a SF 1"INTAKE Q oPOWER a CONDUIT SUPPLY LINE a 4 4 PIPE TO BE COUPLED WITH ERICKSON �m OTHERS) ° 4 ° a 4 FITTING FOR SCREEN REMOVAL oa O P/ 4 d a P 4 4 J4"DUCTILE SPOOL VERTICAL RISER WITH UNIFLANGE STUBBED 4"ABOVE SLAB Z W 13" 4 a / 7.62' — ALIGN VERTICAL DUCTILE RISER PIPE WITH PUMP STATION DISCHARGE PIPE o QU a AND CONNECT TO PUMP STATION USING DUCTILE IRON PIPE-TOP OF SLAB EL:2571.88 LU w> CONNECT PI TO PUMP STATION / to 12" 4P/, USING DUCTILE IRON PIPE o INSTALL POWER SERVICE FROM a 4 � o a TRANSFORMER TO PUMP STATION 4P/ U o U Z CD �W 4P/ z Z ow Y— U K Q O w3 — o a a 4P/ N,I �3 a 0. oo 4- - 4P/ I Z _ PRIMARY POWER AND TRANSFORMER �_ y a BY IDAHO POWER IL PUMP STATION LAYOUT \ \ NOTES: `Z Z W J 11 M \ \ 1. IRRIGATION STRUCTURE BACKFILL MATERIALS AND COMPACTION SHALL MEET Z a � (6 v Y a STRUCTURAL FILL SPECIFICATIONS AS PER THE PROJECT GEOTECHNICAL REPORT. O ¢ m Z � Of Q � — o U) o o a Q 2. SEE SHEET GI.1,G1.2&G1.3FOR PUMP STATION MANHOLE AND GRAVITY IRRIGATION 0, a z a a \ STRUCTURE AND PIPE DETAILS. Q Q Q p � W 0- Lai 4 p 3. CONTRACTOR SHALL PROVIDE A COMPLETE POWER SERVICE TO THE PUMP a a o Z] STATION. JOB NUMBER: IDB2096 PRESSURE IRRIGATION PUMP STATION W 3-24-21 1 ' SHEET NUMBUMB ER: P14 ~ W PIA W19 �- 15 61 00 N T� `l; 1 L 1 . PITLESS ADAPTER SHALL BE WATER SYSTEMS COUNCIL APPROVED, w sg � :. IL . THE ANNULAR SEAL AROUND THE CASING SHALL BE REPLACED w a . FOLLOWING INSTALLATION. WATERTIGHT SANITARY VENTILATED WELL CAP; - H 3. 7. -HP PUMP SHALL BE BET AT APPROXIMATELY 105 FEET BELOW STEEL OR CAST IRON PITLESS ADAPTER. "+ 4. CHECK VALVE SHALL BE INSTALLED 21 FEE7 ABOVE 7. -HP PUMA'. GLYCERIN-FILLED PRESSURE GAUGE FINISHED GRADE AT ` 0-160 PSI) AND PRESSURE TRANSDUCER 5, ELECTRICAL CABLE SHALL BE FIRMLY ATTACHED TO THE DROP PIPE AT • GALVANIZED STEELMIN. '� � SLOPE AWAY 3 �p EACH COUPLING W STAINLESS STEEL STRAPS, WITH � ISOLATION VALVE GAUGE SHALL T�� FROM WELL HEAP r BE READABLE FROM ABOVE. Oi�1DUIT RISER � � . CONTRACTOR TO ENSURE WELL CASiNG EXTENDS A MINIMUM OF 1 . �i � INCHES ABOVE PROJECT COMPLETION FINISH GRADE. CONTRACTOR TO _ c o COORDINATE oWNFR ON FINISH GLADE ELEVATION. z . w r :r. �---- _- IR IGATION BOX, � � SEE NOTE � � POWER SABLE 7. CONTRACTOR TO COORDINATE V1+ LANDSCAPE ARCHITECT ON DIRECTION J 1 �} 2 f on OF BURIED DISCHARGE PIPING FROM WELL AND EXACT CONNECTION � TYP 0I 2 � � � AND CONDUIT WELL SEAL e -r$I I $ POINT TO IRRIGATION MAINLINE. IF WELL DISCHARGE PIPING I � � � [�. I, Al A15 m COMPLETED PRIOR TO IRRIGATION MAINLINE INSTALLATION, MARK END OF PIPE W1 STAKE EXTENDING AT LEAST 2 FEET ABOVE GRADE. 8" I.D. STEED,o �8„ � CASING � 8. THE IRRICATION BOX SHALL BE A PRECAST CONCRETE BOX W 4" THIS 4-INCH C900 OR IP CLASS �.' WALLS. BOX SHALL BE A MINIMUM 4 FEET LONG B 3 FEET W)DE. BOX 200 PVC S OTHERS) a 1 " PVC SOUNDEi, LINE SHALL HAVE A LIGHTWEIGHT, HINGED AND LOCKABLE STEEL LID. BC - - T WALLS SHALL BE NOTCHED SO THAT BOX DOES NOT REST ON PIPING. ` WELDED PITLESS ADAPTER CONTACT ADEQUATE DRAINAGE SHALL BE PROVIDED 8Y ADDING 1 INCHES OF {, DICE WASHED DRAIN ROCS{ IN THE BOTTO#� OF THE BOX. t ;=ti SAS MODEL8�J3 OR EQUAL 48-HOURS BORE DK41140 . BURIED PIPE AND FITTINGS SHALL BE SCH 40 TAPE-WRAPPED 3" DIP OR TAPE WRAPPED ���-� GALVANIZED STEEL Off DUCTILE IRON THROUGH THE IRRIGATION VALVE 3 TEE IN W O T GALVANIZED TYP SYSTEM BLOW-OUT BOXES. PIPE WILL TRANSITION FU PVC DOWNSTREAM OF BOXES. PIPE SHALL HAVE A MINIMUM CENTERLINE BURL DEPTH OF 3 ", " BRASS BALL VALVE �� 0 4" 3" CONCENTRIC3 MAGNETIC FLOW METER C3 OR GATE VALVE _j co 10. WELL PUMP VFD WILL BE INSTALLED IN SI RFAGE WATER PACKAGED REDUCER (RESTRAINED) (BADGER SERIES OR EQUAL , ;',. _j PUMP STATION CONTROL PANEL BY PULP STATION MANUFACTURER. GATE BALL VALVE OR INSTALL SO DISPLAY FACES WIDE PUMP STATION MANUFACTURER WILL BE RESPONSIBLE FOR VFD AND PLO GATE VALVE WELL FLUSH SIDE F BMX � PROGRAMMING. WELL PUMP CONTRACTOR SHALL BE RESPONSIBLE FOR 3" TEE � — ELECTRICAL AND CONTROLS CONDUCTOR AND CONDUIT BETWEEN WELL 12" OF DRAIN ROCK -k ¢ AND PUMP CONTROL PANEL FOR WELL PUMP, PRESSURE TRANSDUCER, w o AND FLOW METER. CONDUIT THROUGH PULP STATION SLAB BY OTHERS. 4'°" BRASS BALL PRESSURE RELIEF 5 :., Ir w 1 1 . ALL ABOVE-GRADE CONDUIT SHALL BE GALVANIZED THREADED RIGID VALVE E (DRAIN) VALVE ON 3" " TEEWTEf�N1AN AA-6 OR u� � STEEL AND ALL BURIED CONDUIT SHALL BE SCHEDULE 40 PVC, „ 40 W BETWEEN THE WELL, TRANSDUCER, `LOW METER, AND THE PUMP EQUAL) STEEL L DROP PE P PI CONTROL PANEL. � � w W 12. 1 " SOUNDER TUBE SHALL BE ATTACHED TO DROP PIPE WITH 3 STAINLESS STEEL STRAPS EVERT' 21 FEET. TERMINATE AT TOP ELECTRIC OF PUMP. PUMP CABLE 3" COLUMN CHECK VALVE, FL WMATIC 80D1 SET AT 1 ' ABOVE PUMP %���� � - all PUMP CONTROL, PANEL v (SEE NOTE 1 C) 108, SUBMERSIBLE PUMP AND MOTOR (GRUNDFOS 77S7 — 1 , 7.5—Hip, OIL APPROVED EQUAL), VERIFY VOLTAGE WITH SURFACE WATER PUMP STATION SUPPLIER 1 � 1 3P-O" X 4'-0" CONCRETE BOX DTP OF 2 POWER AND CONTROLSOOIVDUIT o o z 4-INCH RESTRAINED -- 90—DEG ELBOW WELL (BY OTHERS) — — CL — 44 w w w R} -- -- ,7 i 8 STAINLESS STEEL 96 -- -- WELL SCREEN 1j - J 5P-Opp -- -- Lu ----- z CONNECT TO -_ -- CD 4" PVC MAINLINE IF NOTE: - --- W PRESENT OR DAP AND SEE SITE C1111L AND LANDSCAPE PLANS FOR _ cc MARK ABOVE GRADE WELL LOCATION AND POINT OF CONNECTION -- -- W STAKE EXTENDING AT -- - a LEAST 2 FEET ABOVE - - z GRADE, SEE NOTE 7 -- -- cc Lu -- -- JOB NUMBER: IDB200 QATE: 2•6•21 �y SHEET NUMBER: PLAN! VIEW SCHEMATIC06 pims NOT TO SCALE j9 is -sl p0 t E WLA .. a � YFG] _ - �� 9 WELL PUMP SYSTEM DESIGN CRITERIA /ASSUMPTIONS � E I L L NOTES : AND CONSTRUCTION NOTES 1 . IRRiCATION WELL WILL BE USED TO IRRIGATE P TO 5 ACMES, DlTREIC7J01 SHALL BE PER THE LATEST VERSION OF THE IPY�+C, STANDARD SPECIFICATIONS AND uj DRAWINGS, OR PROJECT PLANS/SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. E�' , € . THE NEW WELL HAS NOT BEEN CONSTRUCTED OFF TESTED. WELL PUMP SELECTION IS BASED ON AN ASSUMED WELL CONTRACTOR SHALT. FURNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE COMPLETE AND OPERABLE SPECIFIC CAPACITY OF 10 GPM PER FOOT OF DRAWDO N AND STATIC WATER LEVEL OF 10 FEET BGS, WELL - FACILITIES AS SHOWN HEREON. IF THERE IS AN OMISSION ON THE PLANS, SUCH OMISSION SHALL NOT BE PRELIMINARY DESIGN INCLUDES 8—INCH I.D. STEEL CASING AND 8—INCH STAINLESS STEEL WELL SCREEN. TARGETED � CONSTRUED TO MEAN THAT THE; CONTRACTOR IS NOT REQUIRED TO FURNISH OR PROVIOET EVERYTHING THAT WATER-BEARING ONE IS BETWEEN HOC AND 300 FEET. IS NECESSARY TO PROVIDE COMPLETE AND OPERABLE FACILITIES. fl 3. IRRIGATION WELL PUMPWILL SUPPLY FLOW OF 75 GPM WHILE MAINTAINING A MINIMUM E ESCHARGE PRESSURE F 70 3. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION DRAWINGS MUST BE REVIEWED AND PSI, BOTH MEASURED AT THE WELL DISCHARGE. FINAL PUMP SELECTION MAY VARY FROM BELOW BASED ON FINAL WELL � OPERATING CONDITIONS. WELL PUMP WILL BE SUPPLEMENTAL TO SURFACE WATER PLUMP STATION AND WILL OPERATE 0 �r APPROVED B THE ENGINEER BEFORE CHANGES ARE MADE, THIS INCLUDES CHANGES REQUESTED BY THE g o � OWNER'S REPRESENTATIVE AND SUBCONTRACTORS. BASED ON SYSTEM PRESSURE. ; . PUMP TO BE 4-INCH GRUNDFOS 77 75-1 WITH NOMINAL 7,5--HP MOTOR OR APPROVED EQUAL. AT 75 GPM, TOTAL � � t �. THE CONTRACTOR SHALL 6E RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS, ETHER won � ; SURVEY MARKERS, STREET SIGNS, U11LITIES, IRRIGATION LIMES, PAVEMENT, TREES, FENCES, AND ANY OT�ES�C DYNAMIC HEA4D TDH) SHALL NOT BET LESS THIAN D FEET. AT 5O GPM, TDH SMALL NOT BE LESS THAN 280 FEET. � $ � I � IMPORTANT T OBJECTS ON OR ADJACENT TO THE JOB SITE A DETEF MINED BY THE OWNER'S REPRESENTATIVE E E#VTATIVE PEAK BOWL EFFICIENCY SHALL NOT BE LESS THAN 70 . MOTOR SHALL BE SUBMERSIBLE TYPE SUITABLE FOR USE WITH � Is a ENGINEER, VARIABLE: FREQUENCY DRIVE. .5. CONTRACTOR SHALL CONTACT ]DAHD EPIC LINE 08 4 � C585 0�' 811 TO [ TAR AND IDENTIFY 5, PUMP AND MOTOR TO BE SET AT 105 FEET BELOW PITILESS ADAPTER ON NEW 3—INCH STEEL DROP PIPE IN 1:41 U NTRACTOR iJTIL COIES PRIOR A O DIG ATE E INTERCHAN EABLE SECTIONS OF NOT MORE THAN 1 FE:ET WITH THREADED COUPLINGS. IF NEtCErSSARY, APPI OPRIATE FITTINGS SHALL BE PROVIDED TO CO INE`CT PU P DISCHAI' GE TO STROP PIPE. 6. CONTRACTOR SHALL LEGALLY DfSPOSE OF ALL EXCESS MATERIAL. - A 3-INCH FLOMATIC 80DI (OR EQUAL.) CHECK VALVE SHALL BE LOCATES) APPROXIMATELY IMATELY 1 FEET ABOVE THE TOP OF 7. ALL "OEM EQUAL_" ITEMS ARE SUBJECT TO REVIEW AND APPROVAL OF THE ENGINEER. THE PUMP. CHECK VALVE SHALL HAVE SUFFICIENT TENSILE STRENGTH TO SUPPORT FULL WEIGHT OF DROP PIPE AND CONTACTC40LNE WATER COLUMN ABOVE, AND DROP PIPE, PUMP, AND MOTOR BELOW, -HOURS 8. CONTRACTOR SHALL PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL 7. WELD-ON PITLESS ADAPTER TO BE INSTALLED (M ASS 8J3 OR EQUAL FOR CONNECTION BETWEEN 3-INCH DROP PIPE BEFOFIE � STRUCTURES AND PRACTICES AND MEET THE REQUIREMENTS OF ANY AGENCY HAVING JURISDICTION. IF AND 3-INCH DISCHARGE PIPING. ADAPTER SHALL HAVE SUFFICIENT STRENGTH TO SUPPORT DROP PIPE, WATER COLUMN, 1-800- 4 -M5 REQUIRED. AN ESC PERMIT WILL BE OBTAINED BY THE CONTRACTOR. PUMA, AND MOTOR BELOW. 9- CONTRACTOR TO OBTAIN ALL APPLICABLE PERMITS- S. CONTRACTOR TO SUPPLY WATERTIGHT, VENTED SANITARY WELL CAP EQUIPPED WITH CABLE CONDUIT. 10. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF "RED-LINED" RECORD � co DRAWINGS TO THE ENGINEER. 9. ALL VALVES AND APPURTENANCES ON DISCHARGE PIPING ARE TO BE INSTALLED AS SHOWN ON SHEET P1. . SUBMITTALS FOR EACH COMPONENT SHALL BE PROVIDED AND APPROVED BY ENGINEER PRIOR TO INSTALLATION. ci 0 11. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE OWNER AND/OR THEIR REPRESENTATIVE PRIOR TO, 10. ANY MISCELLANEOUS FITTINGS NECESSARY FOR SPECIFIC CONNECTION BETWEEN ANY TWO WELL PUMP SYSTEM � DURING, AND AT THE COMPLETION OF CONSTRUCTION ACTIVITY. COMPONENTS SHALL BE PROVIDED BY THE CONTRACTOR. ❑ z 12. IF WITHIN ONE (1 ) YEAR FROM THE DATE OF COMPLETION, THE PUMP SYSTEM AND ALL APPURTENANCES OR 11 . DISCHARGE PIPING SHALL BE EQUIPPED WITH PRESSURE TRANSDUCER FOR SENSING DISCHARGE PRESSURE AND FLOW o ANY PART THEREOF INSTALLED AS NEW SHALL PROVE TO BE DEFECTIVE IN INSTALLATION, MATERIAL, OEM METER FOR SENSING FLOW RATE. INSTRUMENTATION SHALL BE ACCU ATE TO WITHIN 1 OVER OPERATING RANGE. 4- D O � jr WORKMANSHIP THE CONTRACTOR SHALL. WARRANT REPLACEMENT OR REPAIR TO THE SATISFACTION OF THE rrrA OUTPUT FROM TRANSDUCER AND METER TO PUMP CONTROL PANEL SHALL BE PROVIDED. _ OWNER AT NO EXPENSF TO THE OWNER. Lu 0 12. CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTOR AND CONDUIT FOR PUMP, PRESSURE TRANSDUCER,, AND FLOW 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN AS AN APPROXIMATE LOCATION ONLY. THE MLTER FROM WELL TO PUMP CONTROL PANEL. PUMP CONTROL PANEL, ELECTRICAL SERVICE, AND ASSOCIATED WIRING � w CONTRACTOR SHALL SDETERMINE THE E XACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMME:NCING WORK. THE WILL BE SUPPLIED B OTHERS. ARIABLE FREQULNCY DRIVE PROVE A�fv1MABLE LOGIC CONTROLLER ANEW OTHER r w CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY ELECTRICAL CONTROLIS TO BE PROVIDED By OTHER . IRRIGATION SYSTEM PROGRAMMING TO BL PROVIDED SY OTHERS. � w THEIR I'AILU E TO L ACTLY LOCATE AND PRE EWL ANY AND ALL UNDER ROUND I.11LITl . THE C0NTF:ACt0H � � ~ SHALL COORDINATE WITH THE OWNER TO LOCATE KNOWN IRRIGATION AND UTILITY IMPROVEMENTS PRIOR TO CCONSTRUCTION.CONSTRUCTION. 1 CONTRACTOR TO VERIFY ELECTRICAL SERVICE TYPE (VOLTAGE, PHASES, ETC. WITHSURFACE WATER PUMP STATION PROVIDER. 14. CONTRACTOR SHALL VFRIFY EXISTING LOCATIONS, ELEVATIONS, AND MATERIAL TYPES OF ALL UTILI-nFS AND 14. PUMP CABLE IN THE WELL SHALL BE INSTALLED FROM MOTOR TERMINALS TO TOP OF WELL CASING PLUS 10 FEET AT FEATURES WHERE PROPOSED IMPROVEMENTS CONNECT. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. �► � THE SURFACE TO PROVIDE FOR PULLING AND INSTALLATION. CABLE SHALL CONSIST OF CONDUCTORS IN 1 THE CONTRACTOR SHALL PROVIDE THE PROJECT ENGINEER WITH A MINIMUM 48-HOUR NOTICE PRIOR TO REQUIRED SINGLE-JACKETED ASSEMBLY WITH INSULATION SUITABLE FOR CONTINUOUS IMMERSION WITH WATER AND OEL RESISTANCE, INSPECTIONS. THE CONTRACTOR SHALL VERIFY INSPECTION! REQUIREMENTS WITH THE OWNER AND THE ENGINEER. CABLE SHALL BE SIZED TO UMIT VOLTAGE DROP TO LESS THAN 5 AT ]MOTOR TERMINALS. 16, ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL 15. CONTRACTOR TO FIELD-VERIFY ALL LENGTHS AND MEASUREMENTS FOR DETERMINATION OF MATERIAL AMOUNTS. APPL.ICABLL SAF=I=TY LAWS OF ANY JURISDICTIONAL BODY. THE CONTACTOR SHALL BE RESPONSIBLE FOR I4'I .. BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTFOk AREA. 1 . ONTE ACTOR SHALL PROVIDE COPIES OF MANUFACTUREWS WARRAk TIES AND MATERIAL. DOCUMENTATION FOR ALL CONTRACTOR-INSTALLED COMPONENTS. 17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DE—WATER ALL UTILITY TRENCHES DURING CONSTRUCTION. GROUNDWATER SHALL BE KEPT BELOW THE BOTTOM OF TRENCHES DURING INSTALLATION AND 17. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL CLEAN THE CONSTRUCTION AREA AND RESTORE IT AS BEAR AS TESTING OF ALL UTILITIES. POSSIBLE TO PRE— OR fNG CONDITIONS. 18. THE CONTRACTOR'S'S BID SHALL INCLUDE ALL COSTS REQUIRED FOR PERMITTING AND BONDING THE REQUIRED IMPROVEMENTS. 19, USE CLASS 8-2 BEDDING SYSTEM (SAND) AND TYPE C (LANDSCAPE) TRENCH BACKFILL AND COMPACTION PRACTICES PER I.S.P.W.C. SECTIONS 305 AND 306. 0. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE E EQUERLD PIPELINE TESTING. ALL � TESTING SHALL BE IN ACCORDANCE WITH THE PRESSURE TESTING REQUIREMENTS INCLUDED IN SECTION 401 OF THE ISPWC 105 PSI). THE ENGINFER MUST BE PRESENT FOR THE TESTING AND REQUIRES 24 HOURS NOTICE!. I LLB a Z 0 i z Lu LL L CL M w W w W; m �j40 Lu � � - JOB NUMBER: IDB200 uj I E1ATE: 2•6.21 w SHEET NUMBER: J Plm6 N J '.J L l 3 mot. — _ wZ ss 19• 00 mE�yy Ea TOEE.G. TOE TOE TOE EI Lu 2 a ; . ---t - -- - - - �O�// ,�^^ ti O 4P1 41`1 d Z N s - 2 a0 `3O = - r QU • \ o S 00 _ STREET LIGHT 1 \ a � 0 _ -_ _ , o �I N: 718499.4880 1 \7�� - -'�� �� - _ oy - E: 2450275.7748s - a I1 I Ij Ij s\' \ W \\ s, B55 1-2 5-2 3-2 TYPE-2 LED FIXTURE oN _25-FOOT POLE 3.E N 0 0 a- I 1 1 I a 0 ' 62 1 1 L---- -J 1 �- - 1 1 _ s 0 _ - iLLa > - -- o • •• � y N Q'o U \NE \ a r 2 STREET LIGHT aw W WOOpp \ \ ` 0 e Ta N N: 718413.8893, \ \ / o E o 13 o w S •' � I a E:2450153.6635 - / TYPE-2 LED FIXTURE Sa 0 _= 25-FOOT POLE \\ \\ \ / �6 a E d 0 IL 4P1 2-6 �aTo� 'ma ( \\ \\\ \\ \\ \ \ s m w �1-3; \\ V A A\ \\ \ \ \V / 1 00 \ \ \\ \ 3-6 13 ———————————— i I 2_3 I 1 c, CONTACT DIGLINE 1 \ \ 48—HOURS I 4 I 1 •• 1 \ �/ ZP\ • .• -------------- BEFORE DIGGING 11 1-800-342-1585 r ——————————— 00 1 3-3 1 • \ 1 / 10°' O --- --------J .1 J Cn _ s _4P1 4_PI S / J_ > —————————— _ p cwl 1 - I �� 29 1 m 1 4-3 I 1 • ' 0 Q I I I :, •; I ••; •;• � I 11 I I I I 0 --------- U # �I I I I 1 141 36" LLI r-------------- I I I U p 1 I O I � 1-6 5-6 I 6-6 W 1 5-3 � N I 1 1 1 1 I 9':9' 2 U 1 1 I STREET LIGHT 2 1 I I 1 STREET LIGHT 2 II N: 718201.4076 11 I I 1 1 :f 21" N: 718167.6522 14•,. 9n W O --- ---- J E: 2450216.3046 I I I I j - E:2450436.3733 Legend o � - - - - TYPE-2 LED FIXTURE I I I I I I TYPE-2 LED FIXTURE TH DEBRIS w uj = -------------- 25-FOOT POLE I 1 25-FOOT POLE -'�-_ "N OF PPE COVERED W Q ~ � I I o 12G1 -- - ' _ 0 LLJ 1 6-3 I 1 ' S -__ - -- -- B 2G 12G `75�� ---❑ TYPE-1 LIGHT, 30' DAVIT POLE , LUMINAIRE, AND w w ~ I 1 I •`, - _ w 5 JUNCTION BOX z 0 I I - s 3 L--_ 4P1 4P1 QUA O gW 8W 8W w TYPE-2 LIGHT POLE, LUMINAIRE, ANDJUNCTION B X a _ _ _ _ W. HOMESTAKE ST. -------------- g :� <� � ' SS�ONAL FNG l w 12SD o \ 1 7-3 1 z a ; 00 1 ay \ 7-6 - 1 �G\STE /iji�•F 1 - - - - ---__---- _--- City of Meridian 3 4P1 4P1 J — 4P1 4P1 — \ \ 1 —————————————— —————————————— N • _ ; 1 0 ,� 1-5 1 10-5 \) I 8-6 1 c I Street Light ht Notes POSSTF of 1 1 8 3 I K ER\G� ICI I � I :` 1� 1 � I I .. --------------� s :. L--- ---- ________ - - - - 00 - - - - 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN 1 :• Nr—————— S —————————————— —————————————— ---_-__---_ ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, :. :. • 1 2-5 1 I I THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE • I 1 9-5 1 :: 9-6 I .0 .0 .. 19_3 I i 1 1 1� I ISPWC, AND THE NATIONAL ELECTRIC CODE. • • ---- --_--J L-_--- 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED 1 1 --- --------J - - - - _ _ ---- PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN . ' ------------ - - - - - - �� - - - - --� F-------------- ---- 1 PORTAL AT co CID1 I I I N I HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ • I 1 3-5 I 11 8-5 N I 10-6 1�" I TO OPEN A PERMIT AND REQUEST INSPECTIONS. 1 10-3 1 I I I I I I 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE 1 -------------- 5 1 z a L-- ----J _ _ -----� CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND w N I --- _ - - - - FOR THE POLE AND ASSOCIATED WIRING. 10 - ------- N cn ---_—_— -------------- 00 1 �— —� o 1 1 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM a& 11-3 1 I j 4_5 I I 7-5 11-6 1 I TREES 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM >a 1. WATER METERS. =U -- 1 w I . --_ _--_ J _ --- --- ------ 1 5. KEEP ACCURATE NOTES OF CONDUIT JUNCTION BOX s� - STREET LIGHT 2 2 STREET LIGHT - - - - --- - s _ LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF �m ________ N N: 717944.2756 I N: 717936.2566 THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL o0 a J I E: 2450216.8232 1 I I E: 2450402.6462 I c I I TYPE-2 LED FIXTURE 1 I - I PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC 00 I 12-3 I TYPE-2 LED FIXTURE 12-6 I WORKS DEPARTMENT PRIOR TO REQUESTING FINAL o3 1 \ 25-FOOT POLE I 25-FOOT POLE J �\ 1 I wz I - --� L---- ------� \ I INSPECTION. Z L--- ---- - .�� o s \ ------------- 6 0 - I o o - - 1 CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING 8w T 8w 8W 8w 8w UTILITY CONFLICTS, OR TO ACCESS LOCKED METER �N U Y gw PEDESTALS. _ W.SANTIAGO ST. 8w J W � sg- aLL se — — 1 $Vf. • zo ZZ -- - -- - r--- Keyed Notes w3 - -; �--- - -- -- -- _ eye o es O D 1 j TYPE-1 LED STREET LIGHT' 1 - - i 0 1 I �3 30 DAVIT POLE PER T4 1 0 U3 N: 717767.9300 z 1 1 I I I I E: 2450302.7566 1 1. TYPE-1 LED STREET LIGHT, WITH 30-FOOT DAVIT POLE, AND 1 15-3 I I 1 1 1 j 1 APPURTENANT ITEMS PER CITY OF MERIDIAN STANDARDS. 16-3 17_3 18-3 1 1 19-3 1 1 1 1 I I 20-3 21_3 22-3 I I 1 2-4 1 1 3-4 1 2. TYPE-2 LED STREET LIGHT, POLE AND APPURTENANT ITEMS i TYPE-1 LED STREET LIGHT 1 1 I I j 1 11 1 1 1 1 1 1 1 PER CITY OF MERIDIAN STANDARDS. 1 1 I 30 DAVIT POLE PER T4 I I 1 1 TYPE-1 LED STREET LIGHT I I N: 717772.1692 1 1 1 1 1 1 1 IF 1 I I 1 30'DAVIT POLE PER T4LO 1 I I E: 2450102.6872 j 1 1 1 1 1 1 I N: 717763.4334 1 1 1 1 1 > ° w 1 1 I I 1 I 1 1 I 1 t E: 2450502.7111 1 1 i z r " 11 0 I 1 I z 0 � o m L----- ---- J ----- ----J L---- �' I _ 1 4P1 4P1 4P1 -71 — L---- ----� \ s 4P1 4P1 -- -- — --- 1� Q w Y N 4P1 23-3 s — — — 4P1 s PI 4P1 s 4P1 n IL � a w ------- - -- ----- - - ---------- - - ----— ----- - TOE O 0- 0 r- ---------------- ---. ... .' - 1-4 a a o 0 _ ❑ 1t�VC 18 P 18 PVG °P STREET LIGHT PLAN JOB NUMBER: o V ---- --�_ - IDB2096 I I ------ 0 40 80 FEET DATE: 3-24-21 r —� ED W SHEET NUMBER: _ W.USTICK RD. 1 1 W _ W W W W - - - - - - - - - - - - - - W W w -j w SLEI w W 3.t. — — /� p wZ B A B 19' O O T y E Y _TOE TOE TOE TOE— E I , a ; . W =a.U� x m `` ��// a r / :w) a S = c P • T _T _ O _ _ _ 0 ~__ ��'' 4PI 4PI a Z N �. � s - a0 30 o y_ too =ds�2 \ ` A ,i� ° s E� o 5-2 i 4-2 1 1 3-2 1 2-2 1 1-2 s` \ W \ 3 , - o 2 H 8�` E I I I I I I s \� i ss v \/e / N p 2 / - I ' ---t J 1 �— — 1 1 _ s o -a 3 o w — � L - - o � D B a: OtJp\NE sA' \ = E o N aw W.WO 0ovv \ » N ,8 \ CD s � Sg C " o w - \ \ U 0 \ \ \ \ \ \ a 2-6 w=a�o B 4PI # \ \ s m 00 \ \ \\ \ 3-6 13 —————————————7— \ \ \ \ \ \ \ \ \ \ 1 I i I 2_3 1 1b: \ \\ \ \\ ,— '2P CONTACT DIGLINE II CBU #1 I (16 UNIT) 1 \\ 48-HOURS 1 L————— — — —�� ,—��� -Lr \\ \ BEFORE DIGGING CBU #2 1 ' \ 1-800-342-1585 F ---- - (16 UNIT) - 1 3-3 CBU #3 nr ' I ''f (16 UNIT) / 10" Z - - -- - - •1 J s _4PI 4PI s / J > -------- - i I �� ---- s s - D , 29 0 m 4-3 I I `". 0 1 — ... I I I .10 5 Q Cn I � r— � r----- I 0 _ L_ I I I 36" / Signs z Z - - - - w Uo 1 0 — I I 5-6 1 1 6-6 1 A TYPE-III ROADWAY TERMINUS BARRICADE O w 5_3 I I I 9'..9 O 2 U g •,2".. 9" Z ___ ———— �__ 4 • O �Q TYPE-II SIDEWALK TERMINUS BARRICADE w LIJ -------------- 001 I I �-�- INV=2566.09' I I I S —__ 1 1 12G1 p pIpED WITH DEBRIS C STREET NAME STREET SIGN PER ACHD STDS. 2 ~ I j ND 0 6-3 I I I - -- --J B 12G1 —12G1 `Scn 1 I _ _ _ _ I •. .• ._ . . -• . .; , .' : W s - - - - aL--- __-- 4PI 4PI �,P STOP SIGN -30"X30" R1-1 O 8W 8W 8w w : .. —--------------- _ _ _ _ W. HOMESTAKE ST. 1 -------------- g <� � ' SS�ONAL FNG l w o 1 7-3 1 z a ; a 1 12SD ay \ 7-6 - I �G\STE /OFF` .:. : ... i 1. SIGN INSTALLATION SHALL BE IN ACCORDANCE WITH THE Q �° - I _--- CURRENT EDITION OF THE DAHO STANDARDS FOR PUBLIC - - �•. . . 4PI_ --- 4PI : • 4PI 4PI - - WORKS CONSTRUCTION STANDARD DRAWING NO. 1130, THE 1 --- -------- i r_---------- -1 MUTCD., AND ACHD STANDARDS. �� 3-24-21 N I I o 1-5 1 1 1 10-5 1 I 1 " BOTTOMP 9TF OF \�P 1 I 8-3 I I c 1 1 1 C 8-6 I� 2 MEASURED RO THE ADJACENT TRAVEL SURFACE, GHT, OSS, K ER\G�c�O 1 --------- J s I� SIDEWALK OR CURB AS APPLICABLE. ------ - L--- ---- - - - - - 3. STREET SIGNS AND BARRICADES WILL BE INSTALLED BY - • - ' — — — — -------------- s — — — — — N ------ -------� �--------------- ACHD AND PAID FOR BY THE DEVELOPER. CONTRACTOR --------------- 0 1 1 1 N .. . 1C-D 1 2-5 1 1 I I SHALL COORDINATE THE WORK. , CD ' 9-3 1 9-5 1 9-6 I - I � .. .. .. 1 1 1 1 I I 1 1 I I I� 4. TYPE-II SIDEWALK TERMINUS BARRICADE SHALL BE � . PROVIDED PER ACHD STANDARDS. BARRICADES SHALL__ - HAVE THICKENED EDGE ALUMINUM W/6"WIDE ------� L-------- --- ------- 1 --- - - - - - - - - RETRO-REFLECTIVE RED/WHITE DIAGONAL DECALS. co co 1 I I I I N PAINTED SIGNS ARE NOT ALLOWED. BARRICADE MUST HAVE 1 I I I I 3-5 I I I 8_5 I 10-6 Imo" I A KICK PLATE AT THE BOTTOM TO PROVIDE CANE I 10-3 I I 1 1 I I I I I I- DETECTION. I I I '.• I I I •, w 1 I L--------------� 5 1 z a 00 �__ 5. TYPE-III ROADWAY TERMINUS BARRICADE SHALL BE L- _ _ -_-_---� " PROVIDED PER ACHD STANDARDS AND INCLUDE A SIGN-- — --- :. - - - - w u . - - - - F--------------� S ----------___- r-- -----� THAT STATES "STREET TO BE EXTENDED IN THE FUTURE". o F------- 10 ------- I 4-5 I I 1 I II CI I I ICI 1 11-3 1 ' I I I I - I 7-5 1 I 11-6 i ; Legend zJ <z I I 1 I I o� --- ---- _ _ - ------ -------------- No - - - - 00 -- - --------- s --— -- -------- -------------- + STREET SIGN g? -------------- o I C I I I� 1 zQ I 5-5 I I I 11 o a TYPE-III ROADWAY TERMINUS BARRICADEo 12-3 \ I I I 6-5 J 12-600 I o3 ' I TYPE-II SIDEWALK TERMINUS BARRICADE wz —I : .� -----------J L------------ 1 o L---- ---- - o s \ ��------------- 1 13-3: z 8W —8w 8w 8w 8w Keyed Notes O 1Y y Z 8W W.SANTIAGO ST. 8w Jw se - - - p` 1. DEVELOPER PROVIDED CLUSTER MAILBOX (16 UNIT). Qo SALSBURY REGENCY DECORATIVE CBU- 16 (BRONZE - MODEL#3316R-BRZ-U). CONTRACTOR SHALL PROVIDE CONCRETE PAD AND INSTALL CBU PER MANUFACTURER'S Ok REQUIREMENTS. CONCRETE PAD SHALL BE 4' DEEP BY 6' w3 1 1 1 1 1 1 1 1 1 1 1 1 - -- - WIDE AND 5-INCHES THICK CONCRETE WITH 6" THICKNESS 1 1 I I 1 1 1 C OF 1" CRUSHED AGGREGATE BASE COMPACTED TO 95%U a� MAX. DRY DENSITY PER ASTM A698. PROVIDE KEYS TO IL. I I 1 1 1 1 1 1 1 1 1 1 DEVELOPER. CONTRACTOR SHALL VERIFY THE FINAL 1 15-3I 1 1 1 MAILBOX LOCATION WITH DEVELOPER PRIOR TO17-3 I I 18-3 1 1 19-3 I 1 20-3 1 1 21-3 1 1 22-3 I I 1 PLACEMENT OF CONCRETE PAD. 2-4 1 1 3-4 1 1 I I I I I i I I I 1 1 I 1 I 1 I 2. REMOVE EXISTING TYPE-II BARRICADE. Z I I I I I I I 1�1 I I I I 1 3. REMOVE EXISTING TYPE-III BARRICADE. J z IE 1 1 I I 1 1 I I 1 1 1 I w I I I I I I 1 1 D C I I _ 0? LLJ Q mz110 L----- J L----- 1 qpI 4PI -J L---- ----� N o o U - - 4PI S 4PI 4PI 5 4PI -- 4PI ---- --- I� m U � Y c� _ _ 4PI 23-3 - - - - s PI 4PI 4PI A J O w w L rn,'�-_E1IR� L ---- - -- ----- - - ------------- - ----- ----- - TOE Ern*-----arm--- -- r- ---------------- ---. ... . -� 1-4 � a a o o � ❑ AGO is a s vvc- N Q °` SIGNAGE + MAILBOX PLAN JOB NUMBER: 0 ---- _______ IDB2096 I I 0 40 80 W DATE: 3-24-21 FEET —� �m W W W W W.USTICK RD. I 1 SHEET NUMBER: w ZW - - - - - - - - - - - - - W W W W w - SLm2 w x - a February 161", 2021 City of Meridian 33 E. Broadway Ave.,Suite 210 Meridian, Idaho 83642 RE: Tetherow Crossing Subdivision —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 Tetherow Crossing Subdivision 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, tS_S14NKr- ' I Erickson-Civil,Inc. RAF. Ross Erickson, P.E. LPj -16-2 Project Manager �Tf OF oss K ER'C�So 6213 N.Cloverdale Road,Suite 125 Boise,Idaho 83713 T.208.846.8955, F.208.846.8956