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Application Materials Charlene Way From:clerk@meridiancity.org Sent:Friday, April 2, 2021 1:25 PM To:Charlene Way Subject:Development Application Transmittals - Mile High Pines FP-2021-0013 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Mile High Pines FP-2021-0013 Hearing Date: April 27th Assigned Planner: Joseph Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Hearing Date: April 27, 2021 File No.: FP-2021-0013 Project Name: Mile High Pines -FP Request: Request for Final Plat consisting of 5 building lots and 1 common lot on 16.46 acres of land in the R-15 and C-C zoning districts, by Baron Ten Mile, LLC. Location: The site is located in the southwest corner of N. Ten Mile Rd.and W.Pine Ave.,in the NE 1/4 of the SE 1/4 of Section 10, Township 3N., Range 1 W. Project Planner: Joseph Dodson Planning Division E IDIA �1�T.-----' HEARING APPLICATION DAHO Type of Review Requested Final Plat File number: FP-2021-0013 Assigned Planner: Related Files: Applicant Information Applicamname: KENT BROWN, KENT BROWN PLANNING SERVICES Phone: 208-871-6842 Applicant address: 3161 E SPRINGWOOD DR, MERIDIAN, ID 83642 Email: kentlkb@gmail.com Ownername: GREG HECTOR, BARON TEN MILE LLC Phone: Fax: Owner address: 1401 17TH ST STE 700, DENVER, CO 83642 Email: GHECTOR@BARONPROPIES.COM Agent name(e.g.architect,engineer,developer,representative): KENT BROWN Firmname: KENT BROWN PLANNING SERVICES Phone: 208-871-6842 Fax: Address: 3161 E SPRINGWOOD DR Email: kentlkb@gmail.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: 3401 W PINE AVE Assessor's parcel number(s): S1210417250 Township,range,section: 3N1W10 Project Description Project/Application Name: Mlle High Pines Description of work: Final plat consisting of 5 building lots and 1 common lot in the R-15 and C-C zoning districts for Mile High Pines. 33 E Broadway Avenue,Suite 102 * 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-2020-0617 TYPE OF USE PROPOSED Residential: CHECKED Commercial: CHECKED Townhouse: CHECKED Multi-Family: CHECKED PROPERTY INFORMATION General Location: SWC of Ten Mie and Pine Current Land Use: single famliy residential /ag Total Acreage: 16.46 Prior Approvals(File Numbers): H-2020-0099 ZONING DISTRICT(S) R-15: CHECKED C-C: CHECKED PROJECT INFORMATION Landscape Plan Date(MM/DD/YYYY): 03/15/2021 Who will own and Maintain the Pressurized Irrigation System in this Development: property owners Irrigation District: Nampa Meridian Primary Irrigation Source: Nampa Meridian Secondary Irrigation Source: City Square Footage of Landscaped Areas to be Irrigated by City Water Connection: same as preliminary plat Minimum Square Footage of Living Area(Excluding Garage): DOES NOT APPLY Gross Density: 8.2 Net Density: 10.62 In Reclaimed Water Buffer: Yes PLATS ONLY Number of Building Lots: 5 Number of Common Lots: 1 Total Number of Lots: 6 Minimum Lot Size: 23,723 sf Average Lot Size: 129,594 sf Area of Plat: 16.46 Plat Date(MMIDD/YYYY): 03/16/2021 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Plaza(s): CHECKED Collector Street Buffer(s): CHECKED 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 Arterial Street Buffer(s): CHECKED Acres of Qualified Open Space: 3.62 Percentage of Qualified Open Space: 22 QUALIFYING SITE AMENITIES Clubhouse: CHECKED Fitness Facilities: CHECKED Enclosed Bike Storage: CHECKED Picnic Area: CHECKED Swimming Pool: CHECKED Children's Play Structure: CHECKED Pedestrian or Bicycle Circulation System: CHECKED Walking Trails: CHECKED Open Grassy Area(min.50'x 100)-Multi-Family: CHECKED APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Kent Brown 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 KENT BROWN PLANNING SERVICES April 2,2021 Meridian City Council 33 E.Broadway Ave Meridian,ID 83642 RE: Final Plat for We High Pines Subdivision H-2020--0099 Dear Mayor and Council: On behalf of Baron Ten Mile LLC, please accept this request for Final Plat approval. The lot count for Mile High Pines is; 1 multi- family lot, 4 commercial lots and 1 common lot. This subdivision is located southwest corner of N. Ten Mile Rd and W.Pine Street. • Mile High Pines Subdivision is in compliance with the preliminary plat (H-2020-0099) and meets all requirements of conditions. • Mile High Pines Subdivision Final Plat is in conformance with: 1. The approved preliminary plat layout and uses 2. The uses requirements and provisions of the UDC 3. Acceptable engineering,architectural and surveying practices and local standards. 4. Development Agreement applicable to this final plat application: Thank you for your consideration,if you have any question please call me. Sincerely, -2 49�� Kent Brown,Planner 3161 E. Springwood Dr* Meridian, Idaho 83642 ♦ Tel.: 208-871-6842 ADA COUNTY RECORDER Phil McGrane 2019-121762 a ,i a `��. BOISE IDAHO Pgs=3 LISA BATT 12/04/2019 03:42 PM �- o n e r d of C ^ PIONEER TITLE COMPANY OF ADA COUNTY S15.00 6111JV; RfYOVO 8151 W. Rilleman Street Boise. ID 83704 ELECTRONICALLY RECORDED-DO NOT REMOVE THE COUNTY STAMPED FIRST PAGE AS IT IS NOW INCORPORATED AS PART OF THE ORIGINAL DOCUMENT File No. 673842 SRMIGL WARRANTY DEED For Value Received Steven D. Wilder and Laura J. Wilder,Trustees under the Steven D. and Laura J. Wilder Family Trust. dated March 10.2017 hereinafter referred to as Grantor, does hereby grant, bargain, sell,warrant and convey Unto Baron Ten Mile LLC, a Colorado limited liability company hereinafter relerred to as Grantee, .whose current address is 1401 17th Street #700 Denver. CO 80202 The follo,+ingdescribed premises,to-wit: See Exhibit A attached hereto and made a part hereof. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantec(s), and Grantces(s) successors and assigns forever. And the said Grantor(s) does (do) hereby covenant to and with the said Grantee(s), the Grantor(s) is/are the owner(s) in fee simple of said premises; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made sublect and those inade, suffered or done by the Grantee(s); and subject to (a) U.S. Patent reservations. restrictions. dedications, easements. rights of way and agreements, (if any) of record, excluding in all cases liens and monetary encumbrances, and (b) current years taxes, levies, and assessments. inciuding irrigation and utility assessments, (if an),) which are not yet clue and payable, and that Grantor(s) will warrant and delcnd the premises from all lawful claims whatsoever. Dated: December 4. 2019 Steven D. and Laura J. Wilder Family Trust dated March 10, 2017 Bv: Steven D. wilder, Trustee c s a .I. 11/ilder "rustee State of Idaho. County of Ada This record was acknowledged before me on 12/3/19 by Steven D. Wilder and Laura .l. Wilder,as Trustees of Thwste en D. and (..aura J. Wilder Family'frust dated March 10.2017. I ''1 Signature of notary publid Commission Expires: SUSAN 1.;a ERRIT Com-�ISS!a1d 98,170 Ys Re,81ding at ca{d-well,ID sTA;E OF IDA140 ;ti�Y C-ammissi0n F.JcpgeS:05-135-2023 f k 1 XI-ITBIT A A parcel of lane€located in the Nottheast quarter oft lie Southeast quarter of Section 10,Township 3 Noilh, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: V C onnnencina at the brass monument marking the East quarter comer of said Section 10,'Township 3 North, Range 1 West,Boise Meridian, Thence North 89 degrees 111 11" West a distance of 281.05 feet,shown of record to be South 89 degrees 58" West along the North boundary of said Northeast quarter of the Southeast quarter to an iron pin,which is the initial point of this description, Thence South 00 degrees 53'49" West a distance oI'849.09 feet to an iron pin, 'Thence South 88 degrees 29'30" East a distance of 256.89 feet to a point oil the West right of way on-Fell Mile Road, Thence South 00 degrees 52'07" West a distance of 46.92 feet along said West right of way line to a point on the North right of way line ofthe Oregon Short Line Railroad, -Thence North 88 degrees 20'50" West a distance of 503.42 feet,shown of record to be Not7h 89 degrees 18' West alone said right of way to an iron pin, 'T'llence Noah 42 degrees 2652" West a distance of 659.08 feet,shown of record to be North el3 degrees 16'30" West a distance o1 659.8 Icet, this point falls under the wall of existing garage, Thence North 6 decrees 52'33" East a distance of d 15.13 feet shown of record to be North 5 degrees 43' East a distance ol-415.00 feet to an iron pin; 'thence South 89 degrees 11'I I" East a distance of 658.45 feet shown of record to be North 89 degrees 58" East to the initial point of this description. EXCEPTING THEREFROM that property deeded to Ada County I-Iighway District by Warranty Deed recorded December 8-2005 as Instrument No. 105186540,described as follows: A parcel of land located in the Northeast Quarter of the Southeast Quarer of Section lo.'Tmrnship 3 North, Range I West, Boise Meridian,Ada County, Idaho,said parcel also being a portion of that Record of Survey No-2539, Bled as Instrument No. 9355482,records of Ada County,being more particularly described as Follows: Commencing at the Northeast corner of the Northeast Quarter of the Southeast Quarter(East one-quarter corner)of Section 10;thence South 0'52'05"West, 852.50 feet(formerly South 0°52'07"West)along the East boundary of the Northeast Quarter Of the Southeast Quarter to a point,said point being the REAL POINT OF BEGINNING;thence continuing South W52'05" West:46.92 feet(formerly South 0°52'07" West)along said East boundary to a point being the Southeast corner[or said Record of Survey No. 2539;thence North 88129132" West.48-00 feet(formerly North 88129'30" West)along the South boundary of said Record of Survey No.2539 to a point_thence North 0'52'05" East,46.92 feet along a line parallel to and measuring 48.00 feet from said East boundary of the Northeast Quarter of the Southeast Quarter to a point:thence South 88*2932" East,48.00 feet(formerly South 88029'30" East)along a line parallel to and pleasuring 46.92 feet from said South boundary of said Record of Survey to the REAL. POINT OF BEGINNING. �V� ADA COUNTY RECORDER Phil McGrane 2019-100317 BOISE IDAHO Pgs=3 BONNIE OBERBILLIG 10115/2019 01:43 PM PioneerflfleCeo PIONEER TITLE COMPANY OF ADA COUNTY $15.00 601i16 Bir011A 8151 W.Rifleman Street Boise, iD 83704 ELECTRONICALLY RECORDED-DO NOT REMOVE THE COUNTY STAMPED FIRST PAGE AS IT 15 NOW INCORPORATED AS PART OF THE ORIGINAL DOCUMENT File No. 672011 SRM/MA WARRANTY DEED For Value Received Rodney D. Shaul and Tamara N. Shaul,husband and wife hereinafter referred to as Grantor, do hereby grant,bargain,sell, warrant and convey unto Baron Ten Mile LLC,a Colorado limited liability company hereinafter referred to as Grantee,whose current address is 1401 17th Street #700 Denver, CO 80202 The following described premises, to-wit: See Exhibit A attached hereto and made it part hereof. To HAVE AND TO HOLD the said premises. with their appurtenances unto the said Grantee(S). and Grante.es(s) successors and assigns forever. And the said Grantor(s) dues (do) hereh}: Cuvcnanl W and with the said Granlee(S). the Grantor(s) is/are the owncr(s) in fee simple of said premises: that said premises are free fi'om all encumbrances EXCEPT those to which this conveyance is expressl} made subject and those made. suffered or done by the Grantee(s); and subject to (a) U.S. Patent reservations. restrictions, dedications, easements, rights of way and agreements, (if any) of record, excluding in all cases liens and monetary encumbrances and (b) current years ta\es, levies, and assessments, includes irrigation and utility assessments, (if any) which are not yet due and payable, and that Grantor(s) will warrant and defend the premises from all lawful Claims whatsoever. See attached signature pa4e .%r P{oneeffl l Co. 601#6 IIEYnNR 8151 W. Rifleman Street Boise, ID 83704 ELECTRONICALLY RECORDED-DO NOT REMOVE THE COUNTY STAMPED FIRST PAGE AS IT IS NOW INCORPORATED AS PART OF THE ORIGINAL DOCUMENT File No. 672011 SRM/MA WARRANTY DEED For Value Received Rodney D. Shaul and Tamara N. Shaul, husband and wife hereinafter referred to as Grantor, do hereby grant, bargain, sell, warrant and convey unto Baron Ten Mile LLC, a Colorado limited liability company hereinafter referred to as Grantee, whose current address is 1401. 17th Street 9700 Denver, CO 80202 The following described premises, to-wit: See Exhibit A attached hereto and made a part hereof. To HAVE AND TO HOLD the said premises. with their appurtenances unto the said Grantee(s). and Grantees(s) successors and assigns forever. And the said Grantors) does (do) hereby covl�ilcm( to anti with the said Gramee.(s), [lie Granlur(s) Ware the owner(s) in fee simple of said premiss: that said premises are free From all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, sul'fer[:d or done by the Grantee(s), and subject to (a) U.S. Patent reservations, restrictions, dedications, easements, rights of Nvay and agreements, (if any) of record, excluding in all cases liens and monetary encumbrances and (b) current years tuxes, levies, and assessments, includes irrigation and utility assessments, (if any) which are not yet due and payable, and that Grantor(s) will warrant and defend the premises from all lawful claims whatsoever. See attached signature pate Dated: r� r Rodney D. SM ul Tamara N. S caul State of Idaho, County of Ada Ll This rccoid was acknowIedged before me on by Rodney D. Shaul and Tamara N. Shaul f Signature of notai public Commission Expires: �SUSAN J. MIERRITT COMMISSION#8170 Residing at Caldwell, ID NOTARY PUBLIC P,jy Gofrli'a';sion Ex; lrem 05-05-2023 STATE OF IDAHO EXHIBIT A A parcel of land located in the Northeast quarter of the Southeast quarter of Section 10,Township 3 North, Range I West, Boise Meridian,Ada County, Idaho, more particularly described as follows: Commencing at the brass monument, marking the East quarter corner of said Section 10, Township 3 North, Range I West, Boise Meridian,thence North 89 degrees l PI I" West 25.00 feet along the North boundary of said Northeast quarter of the Southeast quarter, to a point on the Westerly right of way on Ten Mile Road,which is the initial point of this description; thence North 89 degrees 11'l 1" West, shown of record to be South 89 degrees 58' West 256.05 feet along the North boundary of said Northeast quarter of the Southeast quarter to an iron pin; thence South 00 degree 53'49" West 849.09 feet to an iron pin; thence South 88 degrees 29'30" East 256.49 feet to an iron pin which marks the Westerly right of way line of Ten Mile Road; thence North 00 degree 52'07" East 852.20 feet along said Westerly right of way to the initial point of this description. EXCEPTING therefrom that portion conveyed to Ada County Highway District by Warranty Deed recorded March 21, 2007 as Instrument No. 107040130,records of Ada County, Idaho. AFFIDAVIT OF LEGAL INTEREST STATE OF 6 ) COUNTY OF ADA-) 1. 1401 17TH ST STE 700 (name) (address) DENVER CO 80202 (city) (state) being first duly swore, upon,oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: KENT BROWN 3161 SPRINGWOOD DR MERIDIAN ID (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 permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said ap 1" Dated this day of (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. ONNIE S ROSSIGNOL (Notary Public or NO_TAR PUBLIC STA` F6 OF COLORADO Residing attm�"--Q"wk nw I%\\,n `uN. NOTARY ID 19904013654 MY CONIMiSSION BXPIR88�'�� My Commission Expires: 33 E Broadway Suite 210 • Meridian.Idaho 83642 Phone: (208)884-5533 • Facsimile: (208)888-6678 • Websitc:www.meridiancity.org ailey Engineering,Inc. CIVIL ENGINEERINGIPLANNINGICADD March 23, 2021 Meridian Public Works Department 33 E Broadway Street Meridian, Idaho 83642 RE: Mile High Pines Subdivision To Whom it May Concern: This letter is to provide certification for Mile High Pines Subdivision, located in the NE 1/4 of the SE 1/4 of Section 10, Township 3 North, Range 1 West, B.M. Meridian,Ada County, Idaho that all street finished centerline elevations are set a minimum of three (3) feet above the highest established groundwater elevations. This information is based on a Materials Testing&Inspection geotechnical report dated June 25, 2019. ONAL ENc Sincerely, o�� G\STER� �'GF F Q� 03/23/2021 U)l 7.�82 /r'9TF Kevin S. Craig, P.E. O F F�/N S. Project Engineer cc: BEI Project No. C2019-023 1119 E. 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FROM VIPER ACHD REPORT N MERIDIAN, ADA COUNTY, IDAHO .- a ----- -------- E 2020 ___- -��INVESTMENTS LLC. SEE DEVELOPMENT AGREEMENT NO_ _ •� _ • E I N - -------------------------- - 1716.13 EG E�=� - ,=��z=S89�105 E 876.48 ==== ----= ---_ =-________-_-__--_-_-_ ---- -------- a-��i Z o C 4 E G E.G.S3 E.G. --------- - - _-==-__ ----- -----1� I � w N --------- - Rw�- W W. PINE AVE., - - , � , � IW E.G. / N -25' ROW DEDICATION FOR PINE AVE. - - - � - _- - \ s :=T-s >: s s � s ss � - - - - - - TOE- - - - - - - E. .TOP7 3 G. E.G. E.G. E.G. E.c RODS PARKSIDE C'3 ai / Y / \ CREEK NO. 2 Z Lu co / I W a k�\ \ TIBURON Ji :.. / 1 L� MEADOWS �_ w iF - �I m RODS PARKSIDE RODS PARKSIDE HAVEN 0 CREEK N0. 4 C� W CHISEL CREEK N0. 1 t� COVE � m PI PI R-n I„X" \ CONCRETE, � III ELEV=2566.98' S�ONAL FN _�, WATER & SEWER I ( / 3 I I \ �\ \ --- IIIII II FULLER PARK WOODSIDE FRCHAPARRAL F EASEMENT, TYP. L „ I - - / I I I 1 r jZT (rN �I � I ELEMENTARY 1 I �II ° I SCHOOL�' � \ � / I \ 4 IIS I G ii I 3 ITHUNDER U / BERKELEY HAVEN w �� ; 11 I " „ L CREEK \ �o OBE e \ I s \ 6' --- - / 1 \ I I SQUARE e COVE 9T oP \ Q11 � I I " / I I I \ ii N W I �i - - - - y`� p� F O F \��. 1 I III Rb I 1 I II A 1 \ )PO ED II IIII i' m J A _ - A 11 I II I p MOSHERS FARM m s 0 �® / _ „ � s 10 1 � I , III z PROJECT SOMMERSBY `�' m - - \ / 1 PRIVATE LOAD r " \ 11 / I I I J iu N �� CHECKED BY: _ - � \ "' � , - - 1 � \ 1 � \ ; q;l; � � IIII I a � TEN o N0. 2 LYNDHURST DAVID A. BAILEY P.E. w PRIVATE ROAD - --- - - / \ EASEMENT TYP. \ I ' 1 III 1 III 0 DRAWN BY: / \ 11 II u I I CREEKSTONE SITE PARK GROVE KELSEE DAB/BEB I / / / �� O,� - z�s' I IIII I ii IIII PARK w \ EASEMENT, TYP. 0� � _ _ �, / a� \ I I_ - 111 ® - - 0/ / / - - -� III v vtee ----��Q / �W �� I u W. PINE AVE. w cv w � _ � I---- -T-- ---- - �I IIII I u I IIII so & • s CS �- w w. L w / / I IIIII o � s� - w w- 127 w -w - w w - w - w�TLETON w (P - -I w-464N - w / w w w� �� - - _ I I IIII THE CIA B Y \ _ ; IIII I TEN COMMONS \ II I ° o III CHESTERFlELD PINE COURTYARDS N0. 1 \\� ea�, s s s s s s s s s J s s s I /i� \\ \ - I I - � - - - ---- -- 3 --- - ---- ------- ® - 5 ------- - so ��\ 1 \ $ • � � N0. 4 - PARK AT TEN o -�- � �` / � � ' iii II III I � MILE \ N / ' w C- C �� EIiiiWAT . I ER & SEWER NO. 3 A UNPLATTED I-3 / Ili 3 N III ' ` LLJLjj z " > / I a EASEMENT, TYP. ' � I � 1 �pl _ _ '_ _IJ _ _ _ _ _ S � %� ui i 3 / 0.76 acres ', /� 1 1 1 , , s N I \ \ ( CLOSE' ° I' RAILROAD RAILROAD Q „ I + o „I APPROACH III - - ' 1 I I \� w // '� PER 1 j � I/ II � � I i UNPLATTED UNPLATTED s TER & SEWER 3 „ �3 ACHD uMBRIA w w EASEMENT, TYP. I � „ I / Ia 0 1 ILI O I - O_ I II I ii - 1 N s I I o �Q „ 2.36 acres L / BLOCK 1 VICINITY MAP CIwwo /III 1 =500 192' I Quo II LLJ I III ' � O II / v / 3 o z I u \ \ / I I I LLJ 30' / \ ^ , \ \ 10.44 acres \ `� ill a • \ - - - - PRIVATE ROAD \- - - - I � � I Y I I I ll NOTES: L \ �4 EASEMENT, TYP. LI_I I ° \ J EL '�• 9 \ \ \ � - - - - � 6 I II � I I II 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. U, PIII I N 1 w I I 13 iu I 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD ZONE. J ,� / • BLOCK 1 O I\ �� I Io \ \ , REFERENCE FIRM PANEL 16001 CO231 J REVISED JUNE 19, 2020 \ 0 N RIGHT I "' � III I / \�'� / / \\ • \ ' / / ` \ \\ © TURN iii Z II I iii 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET o LIGHTS IRRIGATION AND LOT DRAINAGE OVER THE 10 TEN FEET ADJACENT TO 0.77 acres LANE II 1 I (TEN) 41 ?�4. III III ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC O7,\ PER °II I Io iii li UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO \� ii I II THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) ° �63 ACHD I I III \ S \ / ` \� iii I I u V FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANYR - 1 5 O N E ° O - _ _ LOT LINE NOT ADJACENT TO A PUBLIC STREET. N �'� � • lii I iii a� 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. L`' 9 � _ _ - • , �y III III II III I 9 \ \ \ • \��\ I ' Z :t WATER II 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL 0 = g // • a`\\\ 1 Ilo III LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE NAMPA o / \ \ ` • \ EASEMENT III �/� `G MERIDIAN IRRIGATION DISTRICT OR SETTLER'S IRRIGATION DISTRICT. 0 N PRIVATE ROAD //�P ///� \ \ ` zCD \9 EASEMENT, TYP. , \ \ 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SUBSURFACE INFILTRATION ao g Nwo I FACILITIES AS APPROVED BY ACHD. o N a w q /�\ /�P5 \ • \ \ / - - - - ' - - - - \ " s \� "C'"- w w w � � - ' o vJ� N p n g \ \ \ (PUB C CRO S ,,, 7. LOT 1, BLOCK 1 IS A COMMON LOT TO BE OWNED AND MAINTAINED BY BARON > C' � z _ _- _-_ PROPERTIES LLC OR ITS ASSIGNS. w d a C ACCESS 0 0 _ �-� z \ /\ NL 9 �_\p / � ' ) ao HAVE DIRECT T N AVENUE OR T I ROAD. / , \ 4- / \ = I 8 NO LOTS SHALL E ECT ACCESS 0 PI E E E EN M LE RO DLEGEND / / \ • / - \ o _ - - - - %- g / \ � I I iyl Z f1 RIGHT-OF-WAY LINE / / \� ` I I k / /// \ • \ „ I � I J111 I Ia / LOT LINE - - - ROAD CENTERLINE ��j, \ \\ I iii °I \\ ZONING OWNERS �' \ - - / \ / _ - _ \ s o 3 iii I IIII 1 I EXISTING-RUT BARON TEN MILE LLCj j -------------------- EASEMENT - l I Imo' \ \ \ \ \ \ WATER & SEWER I I °i III III iuI /I PROPOSED- R-15 AND C-C 1401 17TH ST STE 700 -- ---- ---- UTILITY EASEMENT 6cS g \ \ \ \ / \ \ � _ - - _ / EASEMENT, TYP. ! „I "'� f� DENVERC0. 80202 o , � - • 1 3I I I ,I, I I i SEWAGE DISPOSAL PRIVATE ROAD EASEMENT \� / Q� I I iil II MERIDIAN CITY SEWER DEVELOPER Ld � II!I Ili BARON PROPERTIES LLC V EXISTING CONTOUR 'p �� / \ s ` �V / - - „� _ I vw) 4 I \ l 1401 17TH ST STE 700 w / \ I� I WATER SUPPLY DENVER CO. 80202 I ' I 9 \ - - / / I MERIDIAN CITY WATER 1� (� LOT NUMBER p �5 \�/ \\\� l N w I I � o I I mm \ � w I W _ 6,500sf LOT AREA �� \ I z I I i \ Q o / ;�; I ; ENGINEER BLOCK 7 BLOCK NUMBER \ g / O / \ " � - _ „ > I z \ I I CITY O \ v � / w � I I I DAVID A. BAILEY, P.E. G \ �j � I I I ai o I 3 \ ii I I MERIDIAN CITY BAILEY ENGINEERING, INC. W. ASHTON DR. STREET NAME .O /�\ \ \ I � Iu I 1119 E. STATE ST., SUITE 210 <y / WATER & SEWER - w W -w _ w w _ w _ w w „' I z III z SCHOOL DISTRICT EAGLE, ID 83616 \\ S 250' - - -�3 p WEST ADA 938-0013 EASEMENT TYP. s W. NEWLAND LN. PRIVATE ( ' SURVEY LEGEND - -------------�--------- -- ( Iv PLANNER/CONTACT \, - „ > I \ I I I FIRE DISTRICT g �3 I fi iii iii \U MERIDIAN KENT BROWN Z ( ul I \ h I KENT BROWN PLANNING FOUND ALUMINUM CAP I I �oI / \. i Q I I I I� I SERVICES PRIVATE ROAD /� I „ D- I 71 �I IRRIGATION DISTRICT 3161 E SPRINGWOOD DR ® FOUND 5/8" IRON PIN g EASEMENT, TYP. / , PRIVATE ROAD NAMPA MERIDIAN IRRIGATION z ® SET 5 8 IRON PIN � !v1 � � � i Z / \ III �I I DISTRICT MERIDIAN, ID 83642 „ q \ � � EASEMENT, TYP. I I IIII � I i 208 871-6842 - / IIr CALCULATED POINT v - - /�� !�\ � � 3 I , � I III I iii �/ / I I / � I I III I� PROPERTY BOUNDARY LINEjl --- - -- SECTION LINE Parcel Table g /Q\� /� WATER & SEWER Lot Area Descri tio� �� / > EASEMENT, TYP. ✓ I \ Curve Table P _ I I ai x _ _ _ JW� I I IRR IRR � - -- - - �� # 9 BLOCK 1 Lot 1 OPEN 1.00 Acres BUFFER R PI IRR RR RR RIRIRR - - - - - - - - Curve Radius Len th RR RR ,R„ _ __ _ RR R IRR PI PI IRR- I / C1 100.00 65.82 BLOCK 1 Lot 2 10.44 Acres RESIDENTIAL L$ 7 2 - - q -= �"` -p_ =- �_ _ N88'29'39"W 480.42' ®��---i-- p I C2 100.00 65.91 BLOCK 1 Lot 3 2.36 Acres PROJECT COMMERCIAL AND CLUBHOUSE 1 �II IR II Iil C3 80.00 55.04 / q FN LS 82 PIN li ii / III ° Io I BLOCK 1 Lot 4 0.62 Acres NON PROJECT COMMERCIAL / 0. 0 RfHWEST J C4 100.00 68.80 , - - I \ i�i V C5 50.00 27.43 BLOCK 1 Lot 5 0.76 Acres NON PROJECT COMMERCIAL C6 100.00 59.09 BLOCK 1 Lot 6 0.77 Acres NON PROJECT COMMERCIAL / // _ _TOE - - - TOE- - V III I�I I III �\ C7 50.00 40.18 TOE TOE _ - -_-__ - - TOP - -- - - - - - - - - - - _ - - - - _ TOE-TOE TBM - CHISEL /X \ -T0 - - - - - - - - - TOP - - - - - - - - / III 1 _ _roP- _ roP - - - - �� - _ IN CONCRETE, _ _ _ _ _ _ _ _ _ - - _ - - - - - - - _ _ _ ELEV=2571.95' \III \ C8 50.00 37.76 _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP� � cs 100.00 31.60 LINE TABLE _ __-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � II II �I DATE: TOO E - - - - _ _ - _ _ - _ _ _ C10 100.00 31.60 TOE - - -TOE - - - -- -- -- �E- TOE - - - TOE _ - - _ ,�- IIII I II �I : PROJECT: _ _ _ I iii \ ° 10-21-2020 TOE C2019-023 LINE # LENGTH DIRECTION -_ - - - - _OREGON SHORT LINE RR I II ii - II 40 0 20 40 80 ------------------------- I _ _ SHEET C11 61.50 42.31 ---- III -_-______--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ __ 3 -�' I I I I I I I I I I I I I I 1 I I I I I I I I I . . . . . - --1 C12 118.50 77.42 L1 20.00 SO°48 55 W - -- -- - - iiiiiiiiiiiiiiiiiii - c13 118.50 3.88 -- SCALE IN FEET L2 21.21' S44°09'34"E 1 = 40' xpp . 11 o = ohs ZZ W =- _ o _ s am O �c ° pp �ry Fp °g E 3 'EYOR a ° _ Nw t9 -m 8�m _ P_ - .Eo a`o °a d« `° y°ea �oH osy6 =�' °y = Arco - E� .. 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( })(\}/i)k| \ }\ \ \ \ \){ AIILE HIGH PINES SUBDIVISION CERTIFICATE OF OWNERS Know all men by these presents: That Baron Ten Mile LLC, a Colorado Limited Liability Company, is the owner of the CERTIFICATE OF SURVEYOR property described as follows: I, Clinton W. Hansen, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and A parcel located in the NE '/4 of the SE '/4 of Section 10, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, that this plat as described in the "Certificate of Owners" was drawn from an actual survey made on the ground Ada County, Idaho, and more particularly described as follows: under my direct supervision and accurately represents the points platted thereon, and is in conformity with the State of Idaho Code relating to plats and surveys. Commencing at a Brass Cap monument marking the northeast corner of said NE '/4 of the SE '/4, from which a Brass Cap monument marking the southeast corner of the SE '/4 of said Section 10 bears S 0051'58" W a distance of 2646.23 feet; oNP�LA NOS �'� �C,1 S TERM G,pL Thence N 89'11'05" W along the northerly boundary of said NE '/4 of the SE '/4 a distance of 63.02 feet to a 5/8 inch o`" �- o diameter rebar on the westerly right-of-way of N. Ten Mile Road, and the POINT OF BEGINNING; Clinton W. Hansen P.L.S. No. 11118 U,, 1 1 1 18� Thence along said westerly right-of-way the following described courses; of Thence S 0°48'55" W a distance of 20.00 feet to a 5/8 inch diameter rebar; oN W• NP Thence S 44°09'34" E a distance of 21.21 feet to a 5/8 inch diameter rebar; Thence S 0°51'58" W a distance of 863.84 feet to a point on the northerly right-of-way of the Oregon Short Line Railroad; ACKNOWLEDGMENT Thence N 88029'39" W along said northerly right-of-way a distance of 480.42 feet to a 5/8 inch diameter rebar; State of Idaho ) S.S. Thence N 42°27'06" W a distance of 659.08 feet to a 5/8 inch diameter rebar; County of Ada ) Thence N 6032'24" E a distance of 415.20 feet to a 5/8 inch diameter rebar on the northerly boundary of said NE '/4 of the On this day of , 20 before me, the undersigned, a Notary Public in and for said State, personally appeared Matthew Riggs, known or identified to me to be a Manager of Baron Ten Mile LLC, a SE '/4; Colorado Limited Liability Company, the corporation that executed the instrument or the person who executed the Thence S 89'11'05" E along said northerly boundary a distance of 876.48 feet to the POINT OF BEGINNING. instrument on behalf of said corporation and acknowledged to me that said corporation executed the same. In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first This parcel contains 16.46 acres and is subject to any easements existing or in use. above written. My commission expires Notary Public for Idaho It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, Residing in Idaho the public streets as shown on this plat. The private road and easements as shown on this plat are not dedicated to the public. However, the right to use said private road and easements is hereby perpetually reserved for public utilities and such other uses as designated within this plat, and no permanent structures are to be erected within the lines of said easements. All lots in this plat will be eligible to receive water service from an existing City of Meridian main line located adjacent to the subject subdivision, and the City of Meridian has agreed in writing to serve all the lots in this subdivision. Baron Ten Mile LLC, a Colorado Limited Liability Company Matthew Riggs, Manager Ozailey Engineering, Inc. CIVIL ENGINEERING I PLANNING I CADD SHEET 4 OF 5 1119 E.STATE ST., SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.com AIILE HIGH PINES SUBDIVISION HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by I, the undersigned, Professional Land Surveyor for Ada County, Idaho, hereby certify that I have checked this a Qualified Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE plat and that it complies with the State of Idaho Code relating to plats and surveys. approval of the design plans and specifications and the conditions imposed on the developer for continued satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water extensions or sewer extensions were constructed. Building construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been constructed or if the developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a County Surveyor Certificate of Disapproval, and no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be allowed. Central District Health Department Date CERTIFICATE OF COUNTY TREASURER I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the requirements of APPROVAL OF ADA COUNTY HIGHWAY DISTRICT 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. The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the day of , 20 Date County Treasurer President ACHD COUNTY RECORDER'S CERTIFICATE APPROVAL OF CITY ENGINEER State of Idaho ) I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. ) s.s. County of Ada ) I hereby certify that this instrument was filed for record at the request of at Minutes past O'clock M. on this day of , 20 , City Engineer Date in Book of plats at Pages Instrument No. Deputy Ex-Officio Recorder APPROVAL OF CITY COUNCIL I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular meeting of the City Council held on the day of 20 , this plat was duly accepted and approved. City Clerk, Meridian, Idaho Jalley Engineering, Inc. CIVIL ENGINEERING I PLANNING I CADD SHEET 5 OF 5 1119 E.STATE ST.,SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.com Issue Description Date ISSUE 5-15-21 N u ---_ II e iii' ►►11NI�J### ---------- --- — w W. PINE AVE ;t�� DF ��fifi ------------------------------ II � Rw� -----------Ii---------------------------------------------------------------------------------------------------------------------------------------------------------------•---------------------------------- -- --- ■ W. 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EVERGREEN TREES tirrr 1CFlift,ff/f SET STAKES PARALLEL TO PREVAILING WIND. SEGURE WITH RUBBER GINGH TIES. BP B05NIAN PINE PINUS LEUGODERMIS 6-8' HT B$B ��r`� C. DO NOT PENETRATE ROOTBALL. HS HOOP'S BLUE SPRUGE PIGEA PUN6ENS 'HOOPSI I' 6-8' HT B$B SEE NOTE 5. Wnu VP VANDERWOLFS PINE PINUS FLEXILIS 'VANDERWOLFS' 6-8' HT B$B WS WEEPING WHITE SPRUGE PIGEA &LAUGA 'PENDULA' 6-8' HT B$B 4�� ROOT GROWN TO BE I-2" SHADE TREES (GLASS III) �,f � ABOVE FINISH GRADE. TRUNK FLARE MUST BE VISIBLE RO NORTHERN RED OAK QUERGUS RUBRA 2" GAL B$B J IN PLANTIN6 BEDS: IL SHADE/STREET TREES (GLASS II) y to t rr 5-0" MIN MULCH AS SPEGIFIED. 17` � ES EMERALD SUNSHINE ELM ULMUS PROPINQUA 'JFS-BIEBERIGH' 2" GAL BBB BRUSH AWAY FROM TRUNK. HL SKYL I NE HONEYLOGUST 6LED I TS I A TRI AGANTHOS 'SKYGOLE' 2" GAL B�B FERTILIZER TABS AS SPEGIFIED BIKE RACK DIMENSIONS PS PAG I F I C SUNSET MAPLE AGER TRUNGATUM x PLAT. 'WARRENRED' 2" GAL B$B TT TULIP TREE LIRIODENDRON TULIPIFERA 2" GAL B$B SNIP BASKET $ ORNAMENTAL TREES (GLASS 1) 2'-0" MINI I ____ I 1 i- - TURN BACK BURLAP I/3. NOTES: i LI I MI I =I I MI I I. BELSON OUTDOORS (1-800-323-5664) GG GANADA RED GHOKEGHEERY PRUNUS V I R61 N I ANA 'GANADA RED' 2" GAL B B -III III III III III- AS SPELL $ TOPSOIL MIX X AS SPEG'D TAMP LOOSELY Model 5801 Sfd STANDARD INVERTED V BIKE RAGK GP CHANTICLEER PEAR PYRUS GALLERYANA GLENS FORM 2 GAL BBB EEL;,IIII; PER MANUFACTURER'S FF FRANS FONTAINE HORNBEAM GARPINUS BETULU5 'FRANS FONTAINE' 2" GAL B$B 2 x BALL DIA. 2. INSTALL P IN 4 -6 LIFTS MODEL 8015M (SURFACE MOUNT) HW HOT WIN65 TATARIAN MAPLE AGER TATARIGUM 6ARANN B 10 -12 HT B$ GLUMP RECOMMENDATIONS/REQUIREMENTS. 5HRUB5/0RNAMENTAL 6RA55E5/PERENNIAL5 JENSENBELTS LOCATIONS PER PLANS. 3. COLOR TO BE POWDERGOATED BLACK. BE BLACK EYED SUSAN RUDBEGKIA FUL&IDA '&OLDSTRUM' I GAL ASSOCIATES BL BLACK LAGS ELDERBERRY SAMBUGUS NI&RA 'EVA' -7 GAL NOTES: BW BLUE SHAG WHITE PINE PINUS STROBUS 'BLUE SHAG' 5 GAL I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. GB CRIMSON PYGMY BARBERRY BERBERIS THUNBER611 'CRIMSON PYGMY' 3 GAL Site Planning 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/3 OF ALL ROOT BALLS AFTER GM WALKER'S LOW CATMINT NEPETA X FAASSENII 'WALKER'S LOW' I GAL Landscape Architecture PLANTING. IF SYNTHETIC, WRAP/BURLAP IS USED, IT MUST BE COMPLETELY REMOVED. B I KE RAG< GR RED FLOWER GARPET ROSE ROSA 'FLOWER CARPET - NOARE' 3 GAL 3. STAKIN6 OF TREES TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE GONTRAGTOR 15 DL STELLA D'ORO DAYLILY HEMEROGALLIS 'STELLA D'ORO' I GAL 1509 Tyrell Lane, Ste 130 RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRA16HT AND REMAIN NOT TO SCALE FL FINE LINE BUCKTHORN RHAMNUS FRAN&ULA 'RON WILLIAMS' 4'-5' HT Boise, Idaho 83706 STRA16HT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF 6L &RO-LOW SUMAC, RHUS AROMATIGA '&RO-LOW' 5 6AL Ph. (208) 343-7175 THE I YEAR WARRANTY PERIOD. H6 HENRY'S GARNET SWEETSPIRE ITEA VIR&INIGA 'HENRY'S GARNET' 5 6AL 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. IH IVORY HALO DOGWOOD GORNU5 ALBA 'BAILHALO' 5 6AL www,jensenbelts.com KF KARL FORESTER REED GRASS GALAMA6R05T15 ARUNDINAGEA 'KARL FOER5TER' I GAL LH LITTLE HENRY SWEETSPIRE ITEA VIR6INIGA 'SPRIGH' 3 6AL OL OTTO LUYKEN LAUREL PRUNUS LAUROGERASU5 'OTTO LUYKEN' 5 GAL Tip PLNTI NCB/STK I NCB OR ORANGE ROCKET BARBERRY BERBERIS THUNBER&II 'ORANGE ROCKET' 5 GAL 3 3/4"x I/4" WIDTH TAPGON, HILTI, SOFTLAWN BERMUDA BLEND SM SLOWMOUND MU60 PINE PINUS MU60 'SLOWMOUND' 3 6AL NOT TO SCALE RED HEAD, O I EQUAL. SPACE AT SYNTHETIC, TURF W/ ENVIROFILL. SF SPILLED WINE WEI6ELA WEI6ELA FLORIDA BOKRASPIWI 3 6AL 36" O.G. MAX AND WITHIN 6" OF FINAL GUT SYNTHETIC, TURF SR SKYROCKET JUNIPER JUNIPERUS SGOPULORUM 'SKYROCKET' 6-1' HT THE END OF EACH NAILER BOARD. (1-208-420-�i624). INSTALL PER SW SUMMERWINE NINEBARK PHYSOGARPUS OPULIFOLIA 'SEWARD' 5 GAL MANUFACTURER'S RECOMMENDATIONS/ REQUIREMENTS. LOCATIONS PER PLANS. STANDARD x GOMPOS I TE NAILER BOARD GONGRETE N W/ 10" SPIRAL NAIL/LANDSGAPE SYNTHETIC TURF ROCK MULCH FLAT WORK SPIKE (NOT GALVANIZED) EVERY LAWN SEE DTL 6, THIS SHT SEE SPEG. 3' MIN $ WITHIN 6" OF THE END (TYP) SHT Lci (TYP) OF EACH BOARD z Z ° a I/2" STAINLESS STEEL o a STAPLE j �LL 0 0 0 0 0 0 8" DEPTH OF CRUSHED ®� 00� 000000000 GOMPAGTED &RAVEL W W 3" OF MULCH AS SPEGIFIED. BASE BRUSH AWAY FROM STEM. —III=1 I I=1 I I=1 I I=1 11= =1 I I=1 I I—III—III—III—III—III-1 I I-1 I I-1 I-1 I 1. ALL PLANTING AREAS SHALL BE INSTALLED BE IN ACCORDANCE WITH G I7Y OF MERIDIAN GODS. REFER TO SHEET LQ - GONGRETE SPEG SECTION 52 QO 00 - LANDSGAPE SPEC,IFIGATIONS. SUB-BASE 11111111111111111111111111 -1IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII2 II 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRR16ATION SYSTEM. REFER TO SHEET Lei - Q SPEG SECTION 52 84 00 - IRR16ATION PERFORMANGE SPEGIFIGATIONS. LL O U TURN BACK BURLAP, TOP 1/3 OF BALL. GOMPOSITE —III—III _-III I� KEEP GROUND LINE SAME AS NURSERY. NAILER BOARD suB6RADE 3. LOCATE AND PROTEGT ALL UTILITIES DURING GONSTRUGTION. J FERTILIZER TABS AS SPEGIFIED 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-FOOT CLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUCTURES, OR W In =III I=III= — III=1 FAG I L I TI ES IN PARKSTRI P5. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE Im z Z =III—III=III=1 I=I 1= I_ 1- CONSTRUCTION AND INSTALLATION OF THE LANDSGAPE IRRI&ATION SYSTEM. ALL SHRUBS PLANTED OVER OR PLANTING SOIL AS PER SPECS. ' ADJAGENT TO SEEPA&E BEDS TO HAVE A ROOT BALL THAT DOES NOT EXGEED 18" IN DIAMETER. NO LAWN SOD TO BE 0 W W 5)'NTHETI G TURF � ATTAGHMENT PLACED OVER DRAINAGE SWALE SAND WINDOWS. J NOTE: DIG HOLE TWIGE THE SIZE OF ROOTBALL. 5. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSECTIONS. NO GONIFEROU5 TREES OR SHRUBS OVER 0 NOT TO SCALE 3' HI&H AT MATURITY WILL BE LOCATED WITHIN 51&HT TRIANGLE OR AGHD ROW. AS TREES MATURE, THE OWNER SHALL z BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS FOR MAINTAININ& GLEAR VISIBILITY Z WITHIN 40' STREET VISION TRIANGLE. fr SHRUB PLANT INC-)NCB 6. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSEGTION STOP SIGNS. O J 2 W Q � NOT TO SCALE 2 -7. TREE LOCATIONS MAY BE ALTERED TO ACCOMMODATE UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5' OF WATER LANDSGAPE BOULDERS METERS OR UNDERGROUND UTILITY LINES. Q J A 5' x 3' 8. PLANT LIST 15 5UBJEGT TO SUBSTITUTIONS OF SIMILAR SPEGIE5 DUE TO PLANT MATERIAL AVAILABILITY. BURLAP AND O Q B 4' x 2' cV BOULDER NOTES: WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF Z G 2' x 2' 21 I. PROVIDE/INSTALL THE TREE. ALL NYLON ROPES TO BE GOMPLETELY REMOVED FROM TREES. U. APPROX. SIZE LANDSGAPE BOULDERS. cf. ALL EXISTING TREES TO BE REMOVED. SEE LANDSGAPE GALGULATION, THIS SHEET FOR MITIGATION REQUIREMENTS. SIZES OF BOULDERS ARE LANDSGAPE BOULDER 'G' APPROXIMATIONS. SELEGTION OF BOULDERS TURF 8" SHALL BE APPROVED BY MULCH .96 LANDSGAPE ARGHITEGT PER SPEC PRIOR I N SITE DELIVERY. LANr;�5CAFE AL ULATI �I I �5 D� COORDINATE PLACEMENT OF BOULDERS WITH LANDSGAPE ARGHITEGT. LOGATION BUFFER WIDTH LENGTH REQUIRED PROVIDED Job Number 2004 , � _ 2. BURY BOULDER APPROX. W. PINE AVE. 20 850/ 35 = 25 TREES 2-1 TREES 1/5 OF DEPTH INTO GROUND WHEN PLAG I N6. N. TEN MILE RD. 30' 825'/ 55 = 24 TREES 36 TREES Drawn Checked FINISHJ III—III- ' GUT EDGE TOP SOIL 3' 21 IO' WIDE COMMUNITY GONNEGTION PATHWAY 4a0'/ 100 = 5 TREES 6 TREES KCS KCS GRADE LANDSGAPE BOULDER 'A' LANDSGAPE BOULDER 'B' (SOUTH BOUNDARY) Scale AS SHOWN WEST SIDE GONNEGTION PATHWAY 835'/ 100 = a TREES 21 TREES Sheet Title INTERNAL TREES 161 TREES PLANTER GUT BED EDC�E LANDSGAPE BOULDERS TOTAL NUMBER OF TREES 63 TREES 251 TREES LANDSCAPE NOT TO SCALE NOT TO SCALE SEVEN (1) TREES EXISTING TREES TO BE REMOVED. MERIDIAN CITY FORESTER HAS PLAN CONFIRMED IN EMAIL TO LANDSGAPE ARGHITEGT 126" TOTAL GAL I PER I NGHES OF EX I STI N& TREES TO BE REMOVED ARE TO BE MITIGATED FOR. SIXTY-THREE (63) ADDITIONAL 2" CALIPER TREES WILL BE PROVIDED BEYOND WHAT IS REQU I RED ON-SITE IN THE LANDSGAPE BUFFERS AND COMMON OPEN SPAGES FOR TREE REMOVAL MITIGATION. Sheet Number L7 8 of 10 Sheets Issue Description Date ISSUE 3-15-21 I t� �e w W. PINE AVE - -- -- -- RWIL POST GAP W. PINE AVE - - o s ° SS-----------I---------------------------------------------------- --------------------------------------------------------------------------------------------- O.G. 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INSTALL PER MANUFACTURERS Boise, Idaho 83706 BB4 ��o �� o P I � ) 343-7175 208 _ ,y RECOMMENDATIONS/REQUIREMENTS. Ph. -P - ! �i 2. FENCE STYLE MAY VARY. _P -� �; III 5. FENCE TO STEP DOWN TO 3' HEIGHT www,jensenbelts.com �� a'�� ti 20' FROM ROW. o� �o e�� s' °-� 4. COLOR TO BE DETERMINED. i Q Q X ��• °�O , � � � �O,��j�oo � iii i�� P - it I II J ' I" I d � ,00 R qj0 1i II Z I `you � nl °v'Z\ � i �F _ .I Z III I R TEN PINE PARK ? �ro�, I III i II PROPOSED °� ; ��, � OHO , iA n �''�O S. WOOD FENCE (TYP WEST PROPERTY C 3 � 2 I SOLID N'�'L I�/ GY NG BOUNDARY) voo' ,�� MITI °� �1 �q A� qo tip. 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FENCE TO STEP DOWN TO 3' HEIGHT Job Number 2004 20' FROM ROW. 0 0 0 0 0 0 4. COLOR TO BE DETERMINED. 000 °o° 000 000 0 0 0 0 0 0 000 000 000 000 .. 000 000 000 000 ` 000 000 _ 000 000 _ Drawn Checked 000 000 000 000 000 000 N 000 000 KCS K C S 0�0 (30� 000 000 0 0 0 0 0 0 0', 0°0° o°0 0°0° CONCRETE Scale AS SHOWN FOOTING <<� _ Sheet Title 1211 z.7 NOTES: LANDSCAPE REPRESENTED ON PLAN AS COLOR: GREEN 1. INSTALL PER MANUFACTURERS I O i� N I S O N S L T TO NG REGOMMENDATI ONS/REG2U I REMENTS. � FENCING 2. FENCE STYLE MAY VARY. NOT TO SCALE 3. IRON TO BE POWDERGOATED BLACK. FENCE PANEL SAMPLE PHOTO E3LAGK IRON OPEN VISION FENGE DEVELOPER Sheet Number NOT TO SCALE o so' �zo Sao BARON PROPERTIES 1410 17TH ST STE 700 L 8 NORTH SGALE 1" = 60' DENVER, CO 80202 9 of 10 Sheets Issue SECTION 32 90 00- LANDSCAPE WORK SECTION 32 84 00- IRRIGATION (PERFORMANCE) Description Date PART 1 -GENERAL PART 2- PRODUCTS PART 3- EXECUTION PART 1 -GENERAL ISSUE 3-15-21 E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. 1.1 RELATED DOCUMENTS 2.1 TOPSOIL 3.1 PREPARATION -GENERAL 1.1 CONDITIONS AND REQUIREMENTS: F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). A. Drawings and general provisions of Contract, including General and Supplementary Conditions and A. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil shall A. General Contractor shall be responsible for excavating planting areas to appropriate depths for A. General and Supplementary Conditions, and Division 1 General Requirements. G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. Division 1 Specification Sections. be fertile, friable, natural loam, surface soil, reasonable free of subsoil, clay lumps, brush, placement of topsoil as specified herein. H. Air Relief Valve: Netafim Model TLAVRV, weeds, roots, stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and 1.2 SUMMARY 1.2 SUMMARY matter harmful to plant growth. outline areas and secure Architect's acceptance before start of planting work. Make minor A. Work included: 2.5 MISCELLANEOUS A. This Section includes provisions for the following items: 1. Contractor shall send a minimum of three (3) representative topsoil samples for testing. adjustments as may be required. 1. Provide and install a complete and operating automatic irrigation system for A. Chemicals: primer and solvent glue as required by pipe manufacturer. 1. Trees. See testing requirements below. Contractor is responsible for whatever soil additives are all lawn and planting areas. B. Valve box-high impact plastic, green in color. 2. Shrubs; Ground cover. recommended by the tests. Submit to Architect for approval. Compost will be added to 3.2 PREPARATION OF PLANTING SOIL 2. Connect to main water supply at existing site stubout as provided. C. Valve cover and frame-compatible with valve box with provision for locking. 3. Lawns. other additives and added regardless of test results. A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous 3. Sleeving under paved areas (by others) D. Drainage backfill-clean gravel or crushed stone, graded from 3" maximum to 0011111111 4. Topsoil and Soil Amendments. B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is fertile, materials harmful or toxic to plant growth. 4. Obtain and pay for all permits and fees for the work of this section. 3/4" minimum. 1�1N�� F I , 5. Miscellaneous Landscape Elements. friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if planting 5. Perform work on a design/construct basis, subject to the requirements of Nti.% C. 6. Initial maintenance of landscape materials. other litter, and free of roots, stumps, stones larger than 1 inches in any dimension, and other will not follow placing of planting soil in a few days. the Contract Documents, applicable codes, and good design practice. PART 3- EXECUTION B. Related Sections: The following sections contain requirements. extraneous or toxic matter harmful to plant growth. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. 6. Winterization of system. ap 1. Underground sprinkler system is specified in Section 32 84 00- Irrigation 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project Shrub Areas: 1/3 compost, 2/3 topsoil. 3.1 GENERAL site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth Fertilizer: Per soil test and manufacture's recommendations. 1.3 SUBMITTALS A. Install system to provide for adequate protection against freeze damage. �. ftb 1.3 QUALITY ASSURANCE of not less than 4 inches. Do not obtain from bogs or marshes. C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil and A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: B. Install system in accordance with approved Contractor design drawings. All o ,� � A. Subcontract landscape work to a single firm specializing in landscape work. 2. Composition: Topsoil shall contain from 1 to 20% organic matter as determined by the mix thoroughly before planting. 1. Manufacturer's printed product information and catalog cut sheets for all deviations from the plans must be approved, and clearly recorded on record drawing. dr -'f 5.5ti B. Source Quality Control: Organic Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey system components; five copies. C. Install system and components in strict accordance with manufacturer's ;Ir J N- 1. General: Ship landscape materials with certificates of inspection required by governing Investigation Report No. 1. Maximum particle size, 3/4-inch,with maximum 3% retained 3.3 PREPARATION FOR PLANTING LAWNS B. Shop Drawings: Submit shop drawings for underground irrigation system including recommendations. �0/f� r�,ti� authorities. Comply with regulations applicable to landscape materials. on 1/4-inch screen. A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to a plan layout and details illustrating location and type of head, type and size D. Install quick coupler(s)on main supply line, approximately equal spacing, at � II►tj1 {1 ti q pp Y Pp Y q 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof of Other components shall conform to the following limits: minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. Remove of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. valve box locations or intervals of approximately 200 feet, whichever is greater. non-availability to Architect,with proposal for use of equivalent material. pH 6.5 to 7.5 sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted C. Record Drawings: At completion of this work, submit to the Contractor: Locate adjacent to paved surfaces, at valve boxes where practical. 3. Analysis and Standards: Package standard products with manufacturer's certified analysis. For Soluble Salts 600 ppm maximum promptly after preparation. 1. Record Drawings; reproducible and five prints. other materials, provide analysis by recognized laboratory made in accordance with methods Silt 25-50% 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, 2. Operations and Maintenance information (2 copies), including: 3.2 SURFACE CONDITIONS established by the Association of Official Agriculture Chemists,wherever applicable. Clay 10-30% grades, and elevations shown, after light rolling, addition of amendments, and natural settlement. a. Information including descriptive details, parts list, specifications, A. Examine the areas and conditions under which work will be performed. Notify 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, size, Sand 20-50% Place approximately 1/2 of total amount of topsoil required. Work into top of loosened subgrade maintenance schedules and procedures for system components. Contractor of conditions detrimental to timely and proper completion of Section genus, species, and variety shown and scheduled for work complying with recommendations and 3. Contractor shall submit representative soil report on imported topsoil proposed for use for to create a transition layer and then place remainder of planting soil.Add specified soil b. Operation, adjustment of system and components instructions. work. Do not proceed until unsatisfactory conditions are corrected. requirements of ANSI Z60.1 "American Standard for Nursery Stock". Provide healthy, vigorous approval. Report shall meet standards below. Contractor is responsible for whatever soil amendments as required and mix thoroughly into upper 4 inches of topsoil. c. Winterization procedures. B. Locate all underground utilities and structures and notify Architect of any stock, grown in recognized nursery in accordance with good horticultural practice and free of additives are recommended by the test. Compost will be in addition to other additives and d. Schedule indicating required open valve time to produce given precipitation conflict with Section work. Protect structures and utilities. Repair or disease, insects, eggs, larvae, and defects such as knots, sun-scald, injuries, abrasions, or added regardless of test results. 3.4 PREPARATION OF PLANTING BEDS amounts and seasonal adjustments. replace said structures or utilities damaged by this work at no cost to the Owner. disfigurement. A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or similar e. Warranties and guarantees. 5. Label at least one tree and one shrub of each variety with attached waterproof tag with legible C. Soil Testing equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove stocks, stones, f. Submit five copies. 3.3 SLEEVING designation of botanical and common name. 1. Soil tests are required for this project(see above for requirements). Test shall be provided as rubbish, and other extraneous matter. A. Sleeving installed by others. Coordinate with other trades. JENSENBELTS a. Where formal arrangements or consecutive order of trees or shrubs are shown, select stock follows: B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and 1.4 GUARANTEE for uniform height and spread. a. Provide certified analysis at time of sample submitted (three samples imported topsoil). elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified compost A. Guarantee in writing all materials, equipment and workmanship furnished to be 3.4 TRENCHING AND BACKFILLING ASSOCIATES 6. Inspection: The Architect may inspect trees and shrubs either at place of growth or at site before Amend soils per chemist's recommendations and as herein specified unless otherwise over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately 1/2 of free of all defects of workmanship and materials. Within one year after date of A. Trenching and backfilling shall be per applicable ISPWC Section. planting,for compliance with requirements for genus, species, variety, size, and quality.Architect approved by Architect. total amount of planting soil required. Work into top of loosened subgrade to create a transition layer, Substantial Completion repair or replace all defective parts or workmanship that B. Cut trenches straight and without abrupt grade changes to allow the following retains right to further inspect trees and shrubs for size and condition of balls and root systems, 2. Test shall include, but not limited to recommendations on chemical distributions, organic then place remainder of the planting soil. may be found at no additional cost to Owner. minimum cover: Site Planning insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time contents, pH factors, and sieve analysis as necessary. Test#1T by Western Laboratories C. Apply Pre-Emergent per manufacturer's recommendation. B. Fill and repair all depressions and replace all necessary lawn and planting which 1. Main Lines and Sleeving: 18 inches. Landscape Architecture during progress of work. Remove rejected trees or shrubs immediately from project site. (1-800-658-3858) is required. result from the settlement of irrigation trenches for one year after date of 2. PVC Laterals: 12 inches. 3. Contractor is responsible for whatever soil additives are recommended by the soil testing 3.5 PLANTING TREES AND SHRUBS Substantial Completion. C. Surround lines with 2 inches of clean rock-free material on all sides. 1509 Tyrell Lane, Ste 130 1.4 SUBMITTALS laboratory. A. Set balled and burlapped (B&B)stock on layer of compacted planting soil mixture, plumb and in C. Supply all manufacturer's printed guarantees. Boise, Idaho 83706 A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification 4. Contractor shall coordinate, obtain and pay for all soil tests. center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. 3.5 MISCELLANEOUS VALVES Ph. (208) 343-7175 Sections. 5. If regenerative noxious weeds are present in the soil, remove all resultant growth including Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around 1.5 QUALITY ASSURANCE A. Install manual drain valves up stream. Install devise at mainline tap in accordance B. Plant and Material Certifications: roots throughout one-year period after acceptance of work, at no cost to Owner. base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. A. Contractor shall be licensed in the State in which this work is being performed. with manufacturer requirements for complete operation. Install backflow provision www,lensenbelts.com 1. Certificates of inspection as required by governmental authorities. Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation is B. Contractor shall have at least two years prior experience in projects of equal and connect to controller. 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. 2.2 pH ADJUSTERS approximately 2/3 full, water roughly before placing remainder of backfill. Repeat watering until no or larger scope. Provide minimum of three references and list of similar 3. Label data substantiating that plants, trees, shrubs and planting materials comply specified A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be more is absorbed. Water again after placing final layer of backfill. Remove all ties from around projects with owners' names, addresses, and phone numbers, when requested by 3.6 CIRCUIT VALVES requirements. used to adjust soil pH. base of trunk. Owner. A. Install in valve box, arranged for easy adjustment and removal. C. Mulch: Submit 1 gal bag of mulch sample for approval. B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 sides with C. Contractor shall employ on site at all times a foreman who is thoroughly 1. Provide union on downstream side. 2.3 SOIL AMENDMENTS an approved can cutter and remove can; remove bottoms of wooden boxes after partial backfilling experienced and competent in all phases of the work of this Section. 2.Adjust automatic control valves to provide flow rate of rated operating 1.5 DELIVERY, STORAGE AND HANDLING A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery(208)375-5262 and NuSoil so as not to damage root balls. pressure required for each sprinkler circuit. A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against Compost(208)629-6912 or approved equal in equal amounts by volume. C. Trees planted in turf area: Remove turf 3'dia around tree trunk. Dish top of backfill to allow for 1.6 SYSTEM DESCRIPTION drying and breaking of rolled strips. B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall mulching. A. Design requirements: 3.7 PIPE INSTALLATION B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery unless be free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as to weight, D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into top 1. Minimum water coverage: Planting areas-85%, Lawn areas- 100% A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust otherwise approved by Architect. Do not bend or bind-tie trees or shrubs in such manner as to manufacturer, and content. Protect materials from deterioration during delivery and while stored of backfill and finish level with adjacent finish grades. 2. Layout system to obtain optimum coverage using manufacturer's standard blocks to be used at points of intersection and change of direction in main line damage bark, break branches, or destroy natural shape. Provide protective covering during at site. 1. Provide 3 inches thickness of mulch. heads. Spray on walks, walls or paved areas is not acceptable. pipe as per manufacturer's recommended specifications. Install manual drains. delivery. Do not drop balled and burlapped stock during delivery. 1. Commercial fertilizer"A"for trees and shrubs during planting; slow release Agriform Planting E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an 3. Zoning shall be designed for optimum use of available pressure and efficient B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, C. Deliver trees and shrubs after preparations for planting have been completed and plant immediately. 5-gram tablets 20-10-5 type or equal. adequate film over trunks, branches, stems, twigs and foliage. distribution for types of plantings and shapes of planting areas. wipe from surface all saw chips, dust, dirt, moisture and any foreign matter If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from 2. Commercial fertilizer"B"for lawn areas, applied to bed prior to seeding or sodding, to be F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune 4. Design pressures: Install pressure regulating equipment as necessary. which may contaminate the cemented joint. Apply cleaner/primer and solvent weather and mechanical damage, and keep roots moist by covering with mulch, burlap or other 16-16-17 applied at the rate of ten pounds per acre. trees to retain required height and spread. Unless otherwise directed by Architect, do not cut tree 5. Provide/install approved fixed tee or coupling device for air blow winterization. cement, make joints in accordance with manufacturer's recommendations. Use acceptable means of retaining moisture. 3. Commercial fertilizer"C"for lawn areas three to four weeks after planting (sod)or after first leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to Location shall be on main supply line downstream from main shut off valve. Teflon thread sealant(tape)at all threaded joints. Z D. Do not remove container-grown stock from containers until planting time. mowing (seed). Organic Fertilizer Milorganite (6-0-2)type or equal. retain natural character. 6. Install approved backflow prevention device in conformance with local or C.Contractor shall size pipe according to schedule provided. Flow velocities shall Z E. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage to C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. prevailing codes, and in approved site location. Provide for drainage not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed rootballs during deliver, storage and handling. pre-approved equal. Use in accordance with manufacturer's recommendation on all planting H. Guy and stake trees immediately after planting, as indicated. without erosive damage. per zone to balance the pressure loss and provide minimum fluctuation in system < �- < beds. I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as operating pressures. � Z J 1.6 JOB CONDITIONS necessary for elimination of weeds. 1.7 EXTRA EQUIPMENT Pipe Size Pipe Section Pipe Size Pipe Section A. Utilities: Determine location of underground utilities and work in a manner which will avoid possible 2.4 PLANT MATERIALS A. In addition to installed system, furnish owner with the following: 3/4" 0-9 GPM 1 1/2" 26-34 GPM 0. damage. Hand excavate, as required. Maintain grade stakes until removal is mutually agreed upon A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for 3.6 SODDING NEW LAWNS 1. Valve operating key and marker key. 1" 10-17 GPM 2" 35-50 GPM by parties concerned. landscape work and complying with recommendations and requirements of ANSI Z60.1 A. General: Install lawn sod in all areas designated on the drawings. 2. Wrench for each sprinkler head cover type. 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM WW B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, adverse "American Standard for Nursery Stock". B. Soil Preparation 3. Two(2)sprinkler head bodies of each size and type. drainage conditions, or obstructions, notify Architect before planting. B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching 1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a 4. Two (2) nozzles for each size and type used. D. Techline Drip Line: Place in shallow furrow at 1%2" below finish topsoil grade, F,= J 0. 0. C.Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or recondition to configuration recommended by ANSI Z60.1 for type and species required. Single stem trees depth of eight(8) inches by approved means, then finish graded as hereinbefore described. B. Store above items safely until Substantial Completion. below layer of specified mulch. Lay in uniform grid pattern in groundcover/shrub prior conditions at project completion. except where special forms are shown or listed. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. C. Deliver above items at Substantial Completion. areas (rows 18"-24" apart max). Coil 20 linear feet at each balled and burlapped U. O C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number D. Sod Placement tree around base and to allow for tree removal if required. Staple drip line every 36" 1.7 SEQUENCING AND SCHEDULING of canes required by ANSI Z60.1 for type and height of shrub. 1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod beds. Sod PART 2- PRODUCTS max. Flush all lines with full head of water prior to installation of flush valves at end A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site become D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. layers shall be experienced, or if inexperienced, shall be constantly supervised by an of circuit runs. a available, working within seasonal limitations for each kind of landscape work required. Dimensions indicate minimum spread for spreading and semi-spreading type evergreens and experienced foreman. The Contractor shall insure that the base immediately ahead of sod layer 2.1 PIPE AND FITTINGS E. Flush Valves: Install flush valve at end of each drip line run. (01 1. Plant or install all plant materials during normal planting seasons from 15 March to 15 height for other types, such as globe, dwarf, cone, pyramidal, broad upright, and columnar. is moist. Sod shall be laid tight with not gaps. Allowance shall be made for shrinkage. Lay sod A. PVC 1120, ASTM D-1784, permanently marked with manufacturer's name, W November. Provide normal quality evergreens with well balanced form complying with requirements for with long edges perpendicular to primary slope. schedule rating, size, type. Solvent-weld type: 3.8 SPRINKLER HEADS ImZ Q 2. Correlate planting with specified maintenance periods to provide maintenance from date of other size relationships to the primary dimension shown. 2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. 1. Pipe: A. Flush circuit lines with full head of water prior to head installation. > Z substantial completion. Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to subgrade a. Pressure lines: Schedule 40 solvent weld. 1. Install heads at level with mulch 0 W w B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to 2.5 GRASS MATERIALS or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks b. Lateral lines: Class 200 pvc. 2. Locate part-circle shrubbery heads to maintain a minimum distance of six planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs occurs A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds between pieces; remove excess to avoid smothering of adjacent grass. c. Sleeving: Class 200 pvc. inches (6")from walls and four inches (4")from other boundaries unless Q J after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting and undesirable native grasses. Provide only sod capable of growth and development when 3. Sod shall be rolled with a two hundred 200 pound roller after installation to insure proper 2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where P p P Y p g 9 p 9 9 Y p 9 p ( ) p p p g Yp 1 otherwise indicated. Keep overspray to a minimum. operations. planted (viable, not dormant). contact between soil and sod. Final rolling must provide a uniform surface. After final rolling, the required at valves, risers, etc. 1. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. sod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, 3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic 3.9 CONTROL WIRE INSTALLATION Z 1.8 SPECIAL PROJECT WARRANTY Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of healthy and vigorous growth with no dry or dead spots. "polypipe" riser. A. Bury wires beside or below main line pipe in same trench. CC �. A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. supporting their own weight when suspended vertically with a firm grasp on upper 10%of 4. Add fertilizer"B" at the manufacturer's recommended application rate. 4. Solvent: NSF approved solvent for Type I & II PVC. B. Bundle multiple wires together with tape at ten feet(1 0') maximum intervals. 0. B. Warranty trees and shrubs, for a period of one year after date of substantial completion, against pad will be rejected. E. Water sod thoroughly with a fine spray immediately after planting. B. Polyethylene Pipe O w C. Provide 36 inch loop in wires at each valve where controls are connected and defects including death and unsatisfactory growth, except for defects resulting from neglect by B. Provide sod and seed composed of: Rhizomatous Tall Fescue (RTF)from the The Turf F. Sodded Lawn Establishment 1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s)where at 100' maximum intervals between. W < cc () Owner, abuse or damage by others, or unusual phenomena or incidents beyond Landscape Company, Meridian, ID (208)888-3760 or approved equal. 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of sod drip tubing is not otherwise used. D. Make all electrical joints (splices) in boxes only. Make electrical joints Installer's control. lawn areas until Final Acceptance of the project. 2. Fittings: Schedule 80 PVC. waterproof. Scotch-Lock connectors, or approved. 0 < Z C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during warranty 2.6 MISCELLANEOUS LANDSCAPE MATERIALS 2. Mowing shall be done by an approved "reel"type mower. Mower blades shall be set at two(2) 3. Clamps: Stainless Steel. period. Make replacements during growth season following end of warranty period. Replace trees A.Anti-Desiccant: Emulsion type,film-forming agent designed to permit transpiration, but retard inches high for all mowings. C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18"spacing. 3.10 AUTOMATIC CONTROLLER and shrubs which are in doubtful condition at end of warranty period; unless, in opinion of Architect, excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per the A. Install on site as approved. Verify location with Owner Representative. O Im O it is advisable to extend warranty period for a full growing season. mix in accordance with manufacturer's instructions. Manufacturer's recommended application rate. Verify all methods of application. Contractor 2.2 SPRINKLER HEADS B. Install typewritten legend inside controller door. B. Planting Bed Mulch: Mulch for all planting beds shall be rock mulch, 3/4"-1" (Medium)crushed shall notify the Architect in writing that the fertilizer applications have occurred and on what A. Description:Appropriate for application in throw, pressure and discharge. Each basalt landscape rock Black and Tan Permabark , consistent in appearance, and shall contain dates. type of head shall be of a single manufacturer. 3.11 TESTING 2 no toxic substance detrimental to plant life. Placed 3"thick. Landscape Fabric is required 1. Lawn heads: pop-up type. A. Do not allow or cause any work of this Section to be covered up or enclosed beneath rock mulch in all landscape areas it is installed. 3.7 MAINTENANCE B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. until it has been inspected and tested. C. Drainage Area Rock: Rock in drainage areas to be 1"-2" Snake River landscape rock, A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project B. Pressure testing: consistent in appearance, and shall contain no toxic substance detrimental to plant life. Placed Final Acceptance. 2.3 AUTOMATIC CONTROL SYSTEM 1. Make necessary provision for thoroughly bleeding the line of air and debris. 3"thick. B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for healthy A. General; Furnish low voltage system manufactured expressly for control of 2. Before testing, cap all risers, and install all valves. D. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or growth. Restore planting saucers. Tighten and repair stake and guy supports and reset trees and automatic circuit valves of underground irrigation systems. Provide unit of 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. capacity to suit number of circuits as indicated. and test for leakage. Test shall be approved if no greater than 5 psi loss pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. Provide not Spray as required to keep trees and shrubs free of insects and disease. B. Control Enclosure: Manufacturer's standard wall mount with locking cover, occurs in 15 minutes. less than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, C. Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations such as complying with NFPA 70. 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. material, and size to protect tree trunks from damage by wires. tolling, regrading and replanting as required to establish a smooth, acceptable lawn,free of eroded or C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. Inspect for leakage. Job Number 2004 bare areas. Including switch for manual or automatic operation of each circuit. 5. Contractor shall provide all required testing equipment and personnel. Test D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable D. Timing Device:Adjustable 24-hour and 7 or 14 day clocks to operate any time shall be performed in presence of Architect. Contractor shall make notice lawn. of day and skip any day in a 7 or 14 day period. of test(48) hours in advance. E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer 6. Provide required testing equipment and personnel. Drawn Checked 3.8 CLEANUP AND PROTECTION of control unit; type AWG-UF, UL approved. 7. Repair leaks, and retest until acceptance by the Architect. K CS K CS A. During landscape work, keep pavements clean and work area in an orderly condition. C. Coverage inspection: upon completion of all systems, perform a coverage test B. Protect landscape work and materials from damage due to landscape operations, operations by 2.4 VALVING to determine if coverage of water afforded all areas is complete, adequate and Scale AS SHOWN other contractors and trades, and trespassers. Maintain protection during installation and A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, uniform. Change heads, nozzles, orifices and/or adjustment as directed to maintenance periods. Treat, repair, or replace damaged landscape work as directed. threaded connection with cross type handle designed to receive operating key. provide uniform coverage. Sheet Title B.Automatic circuit valves: high impact plastic with corrosion-resistant internal D. Final inspection: 3.9 INSPECTION AND ACCEPTANCE parts. Low power solenoid control, normally closed, with manual flow 1. Clean, adjust, and balance all systems. Verify that: A. When landscape work is completed, including maintenance, Architect will, upon request, make an adjustment; same manufacturer as control unit. a. Remote control valves are properly balanced; LANDSCAPE inspection to determine acceptability. 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber b. Heads are properly adjusted for radius and arc of coverage;B. When inspected landscape work does not comply with requirements, replace rejected work and valve if not connected to potable water. c. The installed system is workable, clean and efficient. SPECIFICATIONS continue specified maintenance until reinspected by Architect and found to be acceptable. Remove 2. Drip Control Zone Kit: Hunter PCZ-101. E. Winterization: Winterize system at the end of first season of system operation. rejected plants and materials promptly from project site. C. Quick coupler valve: brass or bronze construction with hinged top. One per zone Review procedures with Owner Representative. or valve grouping. END OF SECTION D. Manual drain valves: 1. Bronze construction, straight type, 150 pound class, threaded connections, END OF SECTION with cross type operating handle designed to receive operating key. Calco, Sheet Number Champion 100, or approved equal. 2. Size: 3/4 inch. LDEVELOPER BARON PROPERTIES V 1 410 17TH ST STE 700 DENVER, CO 80202 10 of 10 Sheets GENERAL PRIVATE DRIVE AND PARKING AREAS DEVELOPMENT PLANS FOR = o co 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works 1* All will be allowed unless specifically and previously approved in writing by the Engineer All construction shall conform to the current edition of the ISPWC. No exceptions to the IT GENERAL LEGEND MILE HIGH PINES SUBDIVISION Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), Meridian _ N of Record. L Design Standards and the requirements of the Ada County Highway District (ACHD). The more stringent of any of these = 2. When discrepancies occur between plans and specifications, the contractor shall ■i Z standards shall be the controlling standards or specifications. SS EXISTING SEWER LINE A PORTION OF THE NE 1 4 OF THE SE 1 4 OF SECTION 10 immediately notify the engineer. Untimely notification shall negate any contractors claim for TOWNSHIP 3 NORTH RANGE 1 WEST BOISE MERIDIAN Z 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or additional compensation. W EXISTING WATER LINE > > Z readily accessible at all times during construction (available on the website). Failure to have access to a current copy 3. Inspection of work shall be by the owner's engineer. SD NEW STORM DRAIN MERIDIAN, 2021 ADA COUNTY, IDAHO ■- a of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 4. All tops of valve boxes and sewer manholes shall be set flush with the slope of the W NEW WATER LINE _ o 3. The Contractor shall have plans stamped 'Approved for Construction"by the City of Meridian on site at finished street grades. the roadway contractor shall install and adjust all spacers, grade S NEW SEWER LINE = C3 w all times. rings, manhole rings and lids. Z PI NEW PRESSURE IRRIGATION LINE W 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre-construction conference prior to start of 5. Existing a.c. pavement shall be cut to a neat straight line parallel or perpendicular to W/SERVICE Li I-IT y�� U) work. the street centerline and the exposed edge shall be tacked with emulsion prior to paving. FULLER PARK x x x x x x EXISTING FENCE 9,�f W uw 5. Contractors shall notif the a ro riate a enc when materials are on site or ins ection of the work is 6. All costs of retesting for previously failed tests shall be backcharged to the contractor Z itY PP P 9 Y P CHAPARRALb the owner. EP EXISTING EDGE OF PAVEMENT ■� 5required. No work may begin on any project without Twenty Four (24) hour prior notice. y ELEMENTARY6. Contactor shall notif the Public Works Ins ector 48 hours rior to the re uired testin The Contractor ma not o en 7. All costs to the contractor incurred in correcting deficient work shall be to the EP NEW EDGE OF PAVEMENT SCHOOL BER THUNDER Z � co Y P P q 9 Y P CREEK W < o or close water valves. contractors account. failure to correct such work will be cause for a stop work order and ------------------- SAW CUT LINE x SQUARE J v7 possible termination.termination. ui w 7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the P -- -- BOUNDARY LINE 00� > �, 8. All storm drainage appurtenances shall be inspected by bailey engineering. MOSHERS FARM request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on - - - - ROADWAY CENTER LINE W PROJECT �� V w 9. All water valves will be placed so as not to conflict with any concrete curb, gutter, 0 this project meet the specification requirements set forth in General Construction Note No. 1. vale utter, and sidewalk improvements. ROADWAY RIGHT-OF-WAY SITE Y 9 P to Z SOMMERSBY 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; 10. All water meters are to be located outside the drive and parking way. there must be at - - - - - - - - - - EASEMENT BOUNDARY v - N0. 2 B placing of aggregate base; C placing of concrete; D placing of asphalt avin least a one 1 foot separation between back of sidewalk or curb if no sidewalk and the CREEKSTONE ( ) P 9 ( ) P 9 ( ) P 9 P paving. ( ) P ( ) LOT LINE r#� AL FN 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works leading edge of any fire hydrant. _ W. PINE A T ci 2470. EXISTING CONTOUR FR 11, Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of 11. Over excavation and additional granular backfill may be required in high groundwater - F�performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. areas which are to be determined by the field inspector. 600 � FINAL GRADE CONTOUR � THE CATERBURY /2021 10. An deviation from the approved plans and specifications must have the applicable agency approval in writing prior 12. All material placed as fill or backfill shall be placed and compacted in accordance with ELEVATION @ STATION CHESTERFIELD COURTYARDS COMMONS 17882 Y PP P P PP 9 y PP 9 P section 306 of the current edition of the ISPWC specifications. AT TEN N0. 4 c� A N0. 1 to construction. STATION POINT (TOP BACK OF ROLLED 13. Roadway construction will meet specific details and requirements of the following Idaho MILE CURB UNLESS OTHERWISE NOTED 9T �Q 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the ELEVATION ) F OF Standards for Public Works Construction standard drawings: (current edition) I CHESTERFIEL Building Division of the Meridian Public Works Department. Any deviation in street light locations from the approved plans 1. Street section, drawing no. SD-801, and sections as shown on roadway detail TVC = TOP BACK VERTICAL CURB NU. 3 /N S. CAP must be approved in writing from the City Engineer. sheet. TRC = TOP BACK ROLLED CURB 19 UNPLATTED 12. All lot, block street, right-of-way and easement dimensions shall be taken from the final plat of: Mile High Pines 2. Asphalt repair for street cuts. ISPWC drawings SD-301, SD-303, SD-806 TRLC = TOP REVERSE LIP CURB CHECKED BY: P P 9 RAILROAD Subdivision. 3. 4.0' concrete valley gutter, drawing no. SD-708. PC = POINT OF CURVATURE RAILROAD DAVID A. BAILEY P.E. 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage 4. Rolled curb and gutter, drawing no. SD-702. PT = POINT OF TANGENCY w DRAWN BY: improvements are in lace and functioning. 5. Pedestrian ram for handicapped, drawing no. SD-712C. FL = GUTTER FLOW LINE J KSC P P g' P PP 9 = �.�, � 14. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of 6. Sidewalks, drawing no. SD-709. GB GRADE BREAK UNPLATTED GC = GRADE CHANGE UNPLATTED any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic 7. Standard drop inlet Type I w/ 12" sump, drawing no. SD-601. El = END INVERT SEWER SERVICE UMBRIA within and around the construction area. 8. Standard drop inlet Type VI w/ 12" sump. drawing no. SD-605A. • SANITARY SEWER MANHOLE 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall �(r determine the exact location of all existing utilities before commencing work. The Contractor assumes all responsibility SEWER OO EXISTING SANITARY SEWER MANHOLE for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Digline # 1-800-342-1585. 1. Construction of the sewer system shall conform to the standards in the Wastewater --------- SEWER SERVICE LINE ®� 16. All Contractors working within the public road right-of-way are required to secure a right-of-way construction Rules (IDAPA 58.1.16) as well as the standards and specifications referred to in permit from ACHD at least forty-eight (48) hours prior to any construction. General Construction Note No. 1. ED PROPOSED FIRE Z 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water 2. The horizontal separation of potable water mains and non-potable water mains 0 10HYDRANT m mains. This requirement does not apply to catch basins or sand and grease vaults. (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. ® W. FRANKLIN RD. 18. The Contractor(s) shall remove all obstructions, both above and below ground, as required for the construction of Where it is necessary for a potable water main and non-potable water main to c 7 n yo EXISTING FIRE HYDRANT UJ o the proposed improvements. This shall include clearing and grubbing which consists of clearing the ground surface of all cross with less than eighteen (18) inches of vertical separation, the crossing shall Y trees, stumps, brush, undergrowth, hedges, heavy growth of grass or weeds, fences, structures, debris, rubbish, and such be constructed in accordance with Section 542.07 of the Idaho Rules for Public p w material which, in the opinion of the Engineer, is unsuitable for the foundation of pavements. All material not suitable Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater O LOT NUMBER N o for future use on site shall be disposed of off site. Rules (IDAPA 58.01.16). > 19. Survey control points which are critical to the construction of the project are located within the limits of work. The 3. The horizontal separation of non-potable services and potable water services or EE CATCH BASIN - ISPWC l Z Contractor shall take precaution to protect the points in place. PER PLANS VICINITY MAP NAVD-88 DATUM potable water mains shall be a minimum of six (6) feet. Where it is necessary for 20. All costs of retesting for previously failed tests shall be back charged to the Contractor by the Owner. All costs to a potable water main and non-potable water main to cross with less than eighteen opr n the Contractor incurred in correcting deficient work shall be to the Contractors account. Failure to correct such work DIRECTION OF DRAINAGE FLOW 1 = 600 V / (18) inches of vertical separation, the crossing shall be constructed accordance PLAN SHEET INDEX W will be cause for a stop work order and possible termination. with Section 542.07 of the Idaho Rules for Public Drinking Water Sys tems IDAPA STREET LIGHT 21. The Contractor is to field verify all existing curb & gutter, storm drain, channel crossings, and sewer elevations or inverts prior to construction. When discrepancies occur between plans and specifications, the Contractor shall 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve 2" EXISTING DECIDUOUS TREE (CALIPER) SHEET DESCRIPTION immediately notify the Engineer. Untimely notification shall negate any Contractors claim for additional compensation. 22. Each Contractor shall be responsible for acquiring an necessary NPDES Permits, filing an NOI's, and preparing a wherever the service line crosses a storm water treatment facility (i.e., seepage 0HP EXISTING POWER LINE & POLE 1 .0 -COVER SHEET, VICINITY MAP & NOTES0 W P q 9 Y Y 9 Y P P 9 Polution Prevention Plan (PPP) in accordance with the Environmental Protection Agency. Contact the EPA at beds, drainage swales). 2.1 -2.2 -FINAL PLAT e 208-378-5746 for the required information. 3.1 -EXISTING SITE & DEMO PLAN Z 23. The pipe Contractor shall replace all pavement and concrete removed for the installation of water, sewer, or WATER irrigation pipe. All pavement shall be replaced within seven calendar days from the time the pavement and/or concrete 3.2_3.9 -MASTER UTILITY & SITE DIMENSION PLAN " 1. Construction of the water system shall conform to the standards in the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) as well as the 3.10 -TRASH ENCLOSURE DETAILS is removed. Concrete and pavement shall be replaced per ISPWC Standards. standards and specifications referred to in General Construction Note No. 1. o 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and all storm drain and 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten 4.1 -4.7 -SITE GRADING PLAN sewer elevations or inverts prior to construction and notify the engineer when elevations or inverts do not match plans. ( ) y P P 9 ( ) p 4.8-4.11 -STORM DRAINAGE PROFILES 10 feet. Where it is necessary fora potable water main and non-potable water main to cross with less than eighteen 18 inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 4.12-4.14 -GRADING & DRAINAGE DETAILS ROADWAY 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4.15-4.16 -TEN MILE RD. IMPROVEMENTS, STRIPING 3. The horizontal separation of non-potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is 5.1 -5.5 -WATER AND SEWER PLAN & PROFILES Z 1. All contractors working within the public road right-of-way are required to secure a right-of-way construction necessary for a potable water main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be permit from ACHD or ITD at least forty-eight (48) hours prior to any construction. constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the 6.1 -6.2 -PRESSURE IRRIGATION PLAN & DETAILS 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. Wastewater Rules (IDAPA 58.01.16). 7.1 -7.2 -GRAVITY IRRIGATION PLAN & PROFILES r , 0 Contact ACHD Inspection Services at 387-6284. 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. seepage beds, 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot drainage swales). improvements outside the public right-of-way. GENERAL CONTRACTOR ENGINEER IDIAN*--�5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. If water service must be 4. All construction in the public right-of-way shall conform to the current edition of the ISPWC and the ACHD interrupted, the contractor shall coordinate with the Public Works Inspector. ENGINEERED STRUCTURES, INC. BAILEY ENGINEERING, INC. Pul]lit iDaHt Supplemental Specifications. No exception to District Policy, Standards, and the ISPWC will be allowed unless (ESI) 1 1 19 E. STATE STREET, SUITE 210 works Department specifically and previously approved in writing by the District. 3300 E LOUISE DR, SUITE 300 EAGLE, ID 83616 Design $ Construction Supplemental Specifications 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. The PRESSURIZED IRRIGATION MERIDIAN, ID 83642 (208) 938-0013 =I = - o roadway contractor shall install and adjust all spacers, grade rings, manhole rings and lids. 1. The pressurized irrigation system must be built to the standards of the irrigation district in which it is being constructed. KCRAIG@BAILEYENGINEERS.COM ■ ■ ■ 6. Place all water valves, blow offs and manholes so that they do not conflict with any concrete curb and gutter, 2. Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure irrigation system. The device must be approved DEVELOPER valley gutter or sidewalk improvements. by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. BARON PROPERTIES F■ ■ ■ L Li 7. Existing A.C. pavement shall be cut to a neat straight line (2' minimum cutback) parallel or perpendicular to the 3. Install all crossings of the Public Rights-of-Way, private roadways and travelways with pressure irrigation at a maximum depth of two-and one-half (2-1/2) feet 1401 17TH ST, STE 700 - ■ ■ 8�' W street centerline and the exposed edge shall be tacked with emulsion prior to paving. Actual field conditions ■ ME and in an AWWA C-900 pipe sleeve with locator wire. The Public Works Department and ACHD shall inspect all crossings prior to backfilling. DENVER, CO 80202 ■ during trenching may require additional pavement repair beyond the limits shown on the plans. Refer to � r 4. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. ■ T conditions listed in the ACHD Policy Manual. � C ZZ�■ ■ ■ �■ y 8. All water meters are to be located outside of the public right-of-way. All fire hydrants are to be located within Where it is necessary for a potable water main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall ' be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Plans Are Accepted For Public ■ 1111111 the road right-of-way. There must be at least a one (1) foot separation between the back of sidewalk (or curb p ■ Rules (IDAPA 58.01.16). 7 ■ if no sidewalk) and the leading edge of any fire hydrant. Street Construction � 9. Over excavation and additional granular backfill may be required in high groundwater areas which are to be 5. The horizontal separation of non-potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for ■ ■ 9 Y q 9 9 By stamping and signing the improvement plans, the Registered ■ 0 a potable water main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in Engineer ensures the District that the cans conform to all District ■ determined by the field inspector. g p ■ �'�/ specifical- ly ■ L.� 10.A11 materials laced as fill or backfill shall be laced and compacted in accordance with Section 306 of accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA policies and standards. Variances or waivers must be ■ ■ 7 ■ P P P and previously approved by the District in writing. Acceptance the current edition of ACHD Supplemental Specifications. 58.01.16). of the improvement plans by the District does not relieve the �/�� I ' I 11.Roadway construction will meet specific details and requirements of the following Idaho Standards for Public Works Construction 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with the words DANGER -UNSAFE WATER or NON-POTABLE Registered Engineer of these responsibilities. APPROVED FOR �■■�■+ Standard Drawings (Current Edition): WATER clearly marked along its length. Place the tape between six (6) inches below the surface and eighteen (18) inches above the top of the pipe. BY DATE: iDweo > o 1. Street Section, ACHD SD-801 and sections as shown on Street Details Sheet 7. Label all irrigation risers and faucets with durable tags carrying the warning DANGER-UNSAFE WATER or NON-POTABLE WATER. ADA COUNTY HIGHWAY DISTRICT CONSTRUCTION 2. Asphalt repair for street cuts: SD-301, ACHD SD-303, ACHD SD-806. 8. Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFE WATER or NON-POTABLE WATER, and locate them a minimum of ten (10) These plans and/or specifications have been reviewed for O 3. 4.0' Concrete Valley Gutter, ACHD SD-708 feet outside of the Public Right-of-Way, private roadways and travelways. THE ENGINEER OF RECORD CERTIFIES THAT compliance with Meridian City Standards and Specifications. 4. Rolled Curb and Gutter, ACHD SD-702 THE PLANS ARE PREPARED IN SUBSTANTIAL This review does not relieve the owner, engineer, or contractor r 1 5. Pedestrian Ramp for Handicapped, SD-712C, SD 712G 9. Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure irrigation system. The device must be approved CONFORMANCE WITH THE ACHD POLICY of the responsibility to design and/or construct those facilities `J 6. Tactile warning surface (TWS) colored a standard color of yellow as per ACHD SD-712 by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. MANUAL AND STANDARDS IN EFFECT AT THE in compliance with all current applicable federal, state and local 10.The Engineer or Record shall inspect all pressurized irrigation unless a properly executed agreement for inspection and maintenance is in effect with the applicable TIME OF PREPARATION. THE ENGINEER laws, rules, regulations, ordinances, development agreements,7. Sidewalks, ACHD Supplemental Drawing SD-709 ACKNOWLEDGES THAT ACHD ASSUMES NO specifications, orders or approvals, all of which the City retains 3-15-2021 8. Not Utilized Irrigation District. Forty-eight (48) hours advance notice is required. p pp Y 9. Standard Drop Inlet Type IV w/ 12" Sump, ACHD Supplemental SD-604A 11.Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line in order to cross a street, the domestic water LIABILITY FOR ERROR OR DEFICIENCIES IN the right to enforce. Inconsistencies not noted by City staff shall PROJECT: service and pressure irrigation mains must be on opposite sides of a lot. THE DESIGN. ALL VARIANCES FROM ACHD not be construed as approved unless specifically addressed C2019-023 12. For subdivision sign installation; outside installers must be bonded with ACHD P 9 PP POLICY SHALL BE APPROVED IN WRITING. in writing by the City. Any proposed revision to these plans must SHEET and obtain a no-charge right-of-way permit. 12.Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch (psi) with allowable loss in accordance with Section 3.1 (c) of the Standard THE FOLLOWING VARIANCES, LISTED BY DATE be submitted for review and compliance with the Meridian City 13. Prior to placement of any pavement markings contact ACHD Inspection for verification of compliance with policy and existing Specifications. AND SHORT DESCRIPTION, WERE APPROVED Standards and Specifications before said revision is constructed. pavement markings. 13.City of Meridian Municipal Water is the backup water source for this development - A reduced pressure backflow prevention assembly is provided as a FOR THE PROJECT: cross-connection. Name Date 1 0 Q O U QC, i M ON Oct 00 ID v N W N ■- -Z Q L 3 Z 3 Z � g iaA //—RR o V N W z W � � W PLAT SHOWING _ ``' � z IL-Li RILE III GH PINES SUBDIVISION W�� z W ° Qa UNPLATTED A PORTION OF THE NE 1 /4 OF THE SE 1 /4 OF SECTION 10 WLd TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN v w MERIDIAN, ADA COUNTY, IDAHO 5.10 15.11 2021 F.SS\ONgL FN% BENT S89'11'05"E 876.48' W. P_I N E _A_VE. __ __ _ 1716.13, -- -- -- -- -- -- -- -- -- -- -- — _ 6.3.0.2' ,� Q�o� �\STFQ�o C 1/4 N 25' ROW DEDICATION TO ACHD S00'48'S5"W 20.00' — NOTES: CP& I CP&F INST NO. 2016 1NST112 1 1 BLOCK 1 S44'09'34"E 21.21' i 114007427 D�I�� 2016—011211 PLS 5082 1. Any Re—Subdivision of this Plat shall be in compliance with the most q� oPr recently approved Subdivision Standards of the City of Meridian. p� F OF I2. This development recognizes Idaho Code Section 22-4503, right to CN I I I farm act, which states: "No agricultural operation, agricultural facility CHECKED BY: o ^ I 2 I i or expansion thereof shall be or become a nuisance, private or public, DAVID A. BAILEY P.E. d- I by any changed conditions in or about the surrounding nonagricultural DRAWN BY: Q w I 48'� activities after it has been in operation for more than one (1) year, BB/KC _ N i I EXISTING when the operation, facility or expansion was not a nuisance at the j ZV ROW time it began or was constructed. The provisions of this section shall I I I not apply when a nuisance results from the improper or negligent co O I operation of an agricultural operation, agricultural facility or expansion Z I O1 I I thereof." o I w :2 3. Irrigation water has been provided by Nampa & Meridian Irrigation Z District in compliance with Idaho Code Section 31-3805(1)(b). Lots ' I within the subdivision will be entitled to Irrigation Water Rights and will I I I Q 0 be Obligated for Assessments from Nampa Meridian Irrigation District. Z iO5 i I o C- 4. Direct lot access to W. Pine Ave or N. Ten Mile Road is prohibited. >- I BL OCK 1 I I U) 00 5. Lot 1, Block 1 is a common lot and shall be owned and maintained by o ' BLOCK 1 I I Y Baron Ten Mile LLC. All common lots are subject to a blanket public I Lou m utility easement and irrigation easement. w� U (_� o 6. City of Meridian Sanitary Sewer & Water Easement — Instrument No. > PLS 11118 I i ---------------- z ♦ O O I \ I I 7. ACHD Permanent Easement — Instrument No. 107040131 1 8. Idaho Power Easement — Instrument No. 104133246 Z \� 0 ♦ 100 rn1 9. Private Road Easement — Instrument No. ________________ O N C � I � I � N Co ? t 10. City of Meridian Sanitary Sewer & Water Easement — Instrument No. Na 112067545 w0 m o _ , W. TREVA WAY 11. Pine Ave. Access Easement — Instrument No. 8314430 2� > 0\ I 'I Cn in 06,3 (n Cn _ ` I ,n m � 0 . ' m of W W1 D ♦ I JI ____j V) LEGEND \ I :2'♦ I Z� -- --- SUBDIVISION BOUNDARY ♦ I �I0 - - - SECTION LINE \ O I r n RIGHT OF WAY LINE ♦` EXISTING EASEMENT LINE \ REAL POINT I I L W SEWER/WATER EASEMENT LINE ♦♦ OF BEGINNING I I ��o�G S FR SG� PRIVATE ROAD EASEMENT LINE \ I I o ♦ I STREET CENTERLINE ` I I o 1 1 1 1 8 LOT LINE PLS 752 -- -- —_ __ 48.00' n N� 2 N88'29'39"W 480.42' LOT NUMBER FND PLS 5082 PINOF lO 0.50' NORTHWEST ON W. �\P O FOUND ALUMINUM o I I CAP MONUMENT, AS NOTED ' CLINTON W. HANSEN, PLS FOUND BRASS CAP 01 LAND SOLUTIONS, LAND SURVEYING r 00' & CONSULTING, PC V ® FOUND 5/8" IRON PIN -----------------------OREGON SHO_ RT LINE RR �I 80 0 40 80 160 231 E. 5TH ST., SUITE A WITH PLASTIC CAP AS NOTED ------------------- �i MERIDIAN, ID 83642 T SET 1/2" x 24" IRON PIN ..L I WITH PLASTIC CAP, PLS 11118 WITH IN FEET 1" = 80' 0 CALCULATED POINT S.10 S.11 Walley Engineering, Inc. C= W. FRANKLIN RD. ---- -- SEE SHEET 2 OF 4 FOR S.15 S.14 CP&F #110073397 LINE AND CURVE TABLES CIVIL ENGINEERING I PLANNING I CADD 1119 E STATE STREET,SUITE 210 TEL 208-938-0013 SHEET 1 OF 4 EAGLE, IDAHO 83616 www.baileyengineers.com DATE: 3-15-2021 PROJECT: TOTAL# LOTS: 6 C2019-023 THE PLAT HAS BEEN ADDED TO THE DRAWINGS SHEET FOR REFERENCE PURPOSES ONLY. FOR EXACT INFORMATION REFER TO THE RECORDED PLAT OFK 201 :J MILE HIGH PINES SUBDIVISION. Q p p Q O i O �■/� / ` p III/ v O N � T V LL1 ■� -z Z Z bIA �R- _O V N W Z �_ W � HI L LI HIGH PINES SUBDIVISION °' Z w co ,_ Er (n00 M Z wo W Qo ; Ld ACCESS EASEMENT MERIDIAN SEWER SEE NOTE M WATER EASEMENT V W - SEE NOTE 10 s89.11'05"E 876.48' AVE. ------ - LEGEND S\ NAL FN BENT _- -_ _- __ W. PINE AVE. __ _ o -------25.13------------- ------------------ -_ -- -- -- -- » - --- --- SUBDIVISION BOUNDARY �,�' C/ ----------------------S89°11 05 E 655.15----- _ _ _ S00 48 55 W 20.00 0`` �G\STFR� 1-�-20.10' 1 ��-------------------�----�----��-----------�----• - - - SECTION LINE BLOCK 1 S89°11 05 E 654.31 S44 09 34 E 21.21 RIGHT OF WAY LINE IV 406.16' S 241.50' II II L2 L3 L4 EXISTING EASEMENT LINE �,I� U oo_ 6.65 L6 L8 it I ACHD - - - - - - - - SEWER/WATER EASEMENT LINE 9TF OF y�P II IL,n N L7 PERMANENT 4V/D A Bp\�, I I� LO I r1 - iI EASEMENT - PRIVATE ROAD EASEMENT LINE cV 1 -'n I o N n it I SEE NOTE 7 _ _ as I l STREET CENTERLINE - \ `0 2 � it I LOT LINE CHECKED BY: r, MERIDIAN SEWER & 0 �I DAVID A. BAILEY P.E. Li �� WATER EASEMENT o C1 d- 1 - SEE NOTE 6 n S89°08 02 E 0 BB/Kc ' 1 LOT NUMBER DRAWN BY: 1 � I , N �� I I I I I --- ------j �� \ 215.90 it I O FOUND ALUMINUM N _1 JJ_ �- CAP MONUMENT, AS NOTED - C2 li M S89°11'05"E 1- --- - -_ __ _ __ _ - - ;il FOUND BRASS CAP _ .101.84' I °' Li Z 1� F Li Li �\ I�I I I O;il I ® FOUND 5/8" IRON PIN (0 �I LJ O I WITH PLASTIC CAP AS NOTED I I 00 ;il ACHD SET 1/2" x 24" IRON PIN i rn � - ill PERMANENT WITH PLASTIC CAP, PLS 11118 I I 0 I EASEMENT -N L - Q I 0 "o�n ''I SEE NOTE 7 CALCULATED POINT c6 � i� 1 I m ill I z 1 I` PRIVATE ROADWAY 0 5 w 191.50' 'I o I I EASEMENT - SEE BLOCK 1 N89°08'02"W a_ Of \ NOTE 9 ;n I� IDAHO - Uj Uj Z - BLOCK 1 ;i POWER \ EASEMENT a 8 � �\ SEE NOTE 8 PLS 1111 W \ l C4 > al ` (v M z ♦ <�\\ / / \ PRIVATE ROADWAY aj 1 ` EASEMENT - SEE 0 CO I1I ♦ \ \ S� 7, � NOTE 9 N NI1 MERIDIAN SEWER & r'�� °�s w 01 ♦ \\ (� (�- N88°29 39 W Ln 0� ao ♦ \ / WATER EASEMENT � � ,, (�� >- Ln 00� � / - SEE NOTE 6 �6'.F �'� 91.55' i1 c0 0 ♦♦ �� z 3 200 <, LO � 28.82� ' I W. THE V J o A?, ♦ / \ i 1.0 VA WAY N87°30 58 E C5 o f--------- ♦ I ;M ACHD N73°24'03"E I M I PERMANENT 20.16' EASEMENT - Q S88 29 39 E OI SEE NOTE 7 51.66 ;1 Q% 0 W mm LL1 ♦ / \✓\ i � it �I \ N i V) I N Z r---I F-- ---- - II "' 11 L`11 FL J 1 '1 ~� Li I I 0� l I , 2d c� 80 0 40 80 160 \ II 11 ♦ / II 1 W ♦ I \oNp,L LA NO SCALE IN FEET s G » � �5 �srFR� ,pL 1 = 80 ,♦ v + I 30.00 I o _ 45 CL 1 1 1 18 x 2�PLS 75 - -- _ 0.42 N ' 1 48.00' � a N88'29'39"W 480.42' r I TF OF �o��<v Line Table Curve Table pN W Np Line # Direction Length Curve # Radius Length Chord Bearing Delta I I L1 S72'57'17"E 28.52 C1 118.50 3.88 3.88 N37'30'15"W 1'52'30" I CLINTON W. HANSEN, PLS ••L LAND SOLUTIONS, LAND SURVEYING L2 S79'35'35"E 75.19 C2 118.50 77.42 76.05 N17'51'01"W 37'25'57" -------------------_-_-OREGON SHORT LINE RR I & CONSULTING, PC ------------------_-_-_- i 231 E. 5TH ST., SUITE A L3 S89'11'05"E 124.07 C3 118.50 81.30 79.71 N18'47'17"W 39'18'28" MERIDIAN, ID 83642 0 L4 S44'21'22"E 18.62 C4 61.50 42.31 41.48 S18'50'41"E 39'25'19" I I L5 S72'57'17"E 26.83 C5 r100,00 31.60 31.47 S82'27'12"W 18'06'18" L6 S79'35'35"E 78.02 L7 S89'11'05"E 103.31 Walley Engineering, Inc. o W L8 S44'21'22"E 7.94 J CIVIL ENGINEERING I PLANNING I CADD 1119 E STATE STREET, SUITE 210 TEL 208-938-0013 SEE SHEET 1 OF 4 FOR NOTES SHEET 2 OF 4 EAGLE, IDAHO83616 www.baileyengineers.com DATE: 3-15-2021 PROJECT: C2019-023 SHEET • ■ O U O III 411 KEYNOTES ♦<� A ¢ V N C iii ° DI 01 PROTECT EXISTING IRRIGATION STRUCTURE. J CD (� W "@ I III 02 PROTECT EXISTING CURB, GUTTER & SIDEWALK. SEE 'MILE HIGH PINES OFFSITE' PLAN SET FOR Q a� -_--- _:----/-/--I —\ --/------.------------------------------------- 1 --. -- — .c. —___E.G. � EXISTING-DEMO = CALL-OUTS_ALONG PINE -- CL - =AVE _ . ----- _ - ' NOT USED. - - — — _ FRONTAGE. NOT USED. - =-- - ---- �r� w ZZ NOT o -- _ ------ USED.E.c E.G EG -E.G E.G E.G E.G EG EG 5 — NOT USED. NOT USED.---- —-------------------- W LZA w w�w k1I��11w�I�1I x w/x®®I 1�1I\11x I vv\1 1♦1\I—)1�1\\,\\\`\-/-J\\—\`\—\r\J\_1 I`�—\�\\�\\+`��\, —, —+/�//�\/\�_—\`\_\,__,�— — � �/\\®�r\/I r Ix axx_xL//-\\--\_/--_`—J--I��J�--nx II I II I III�I I II I�(ii IJ 2\I�lI IIIIIIIIlI�°IIIIliII�III IiIIiIII II I I IIIIIIIIlIIIII IIIII�I IIIII IIIIIb 1I�I�I°1 iII I IIII uIiIIII iI III IuI�Ii I I��IIlIIIl+u I1il I IiIlI I I I II1 I I III I I II j I �I II I�IIIIIII lI I I I I I III l I I I I lI�I1 1I III II 13I�3 3I 3 333I3I I31II 3lI I 3I I I I 1 I I II1 I 1 II o IIII1I�III IIIIII1IIIIII�I1 iIIIII iII�I nIIII II I1 III II IIIiI4IIiIIii II Ii II IIIIIIIIIIIi�IIIuiiIuIIuII IIIIIII°IIII 1III II �I III � wII II Ii II,i II � � I _- _- —�-- — 0®©®®®®9 o� Faw0�' 9 0.F CR JP � it �wBL 0 ------- NOT USED. c~n ecco�W EXISTING WELL MUST BE ABANDONED FROM USE PI/ IN ACCORDANCE WITH IDAHO DEPARTMENT OF rnW P WATER RESOURCES REQUIREMENTS, WITH I VERIFICATION OF DISCONNECT BY MERIDIAN w PUBLIC WORKS DEPARTMENT. w 2 DEVELOPER TO COORDINATEr RELOCATION/DEMOLITION OF EXISTING STRUCTURES. �QNAL L� ° �ST EXISTING FENCING TO BE DEMOLISHED AND DISPOSED OF OFFSITE. 03/1 /2021 COORDINATE PROTECTION/REMOVAL OF EXISTING 1882 FENCING W/ DEVELOPER, LANDSCAPE PLAN. OCOORDINATE REMOVAL OF EXISTING TREES WITH LANDSCAPEPLAN. L J I J REMOVE ABOVE GROUND IRRIGATION PIPING. S COORDINATE W/ ADAJCENT (DOWNSTREAM) LANDOWNER, GRANTING HIM PIPE IF REQUESTED. CHECKED BY: P L IF REQUESTED, DISPOSE OF PIPING. DAVID A. A P.E. EXCAVATE APPROX 370 LF CURB, GUTTER & DRAWN BY: KSC SIDEWALK AS SHOWN, INCLUDING TWO DRIVEWAY APPROACHES AND FOUR (4) PEDESTRIAN RAMPS. EHEE .15 FOR RECONSTRUCTIONFUTURE SPECIFICATION. COMMERCIAL AREA NOTE: ALL DEMOLITION WORK IS TO BE COORDINATED WITH DEVELOPER. PROTECT IF NOT SPECIFIED TO DEMO BY THIS SHEET OR DEVELOPER. o -BLOCK -I- � Z ♦ `\ , ♦♦ \` \ w \ I WTREVA WAY ` - _- � ♦v� ♦ �`�\\\ � —♦®—� �/ x\X �—\♦� \\♦♦ / �, \` — ♦ \�\\`—}®--\--♦ — % I \2CAI1iIIiiiIiiII1iII1iI I i II1i iIIi�I I II1 IIiII 1IiII II 1 IIII I i I II1 �///I II�IIXI/I II I I I YIIPi;II!ii;IlIII II IIIIlII IIIki II IiIII'l I IIl � L� -- IPIAANNO W �IIo v ♦ Plans Are Accepted For Public II r Street Construction ♦ \ ill By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical— I ly and previously approved by the District in writing. Acceptance ♦ of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. DATE: z ADA COUNTY HIGHWAY DISTRICT % APPROVED FOR CONSTRUCTION ♦ These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. I This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilitiesW \ in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains DATE:the right to enforce. Inconsistencies not noted by City staff shall 3-15-2021 PROJECT:not be construed as approved unless specifically addressed IRR R r in writing by the City. Any proposed revision to these plans must � J� 2JJ� 1�� be submitted for review and compliance with the Meridian City -SHEET E_1'.E'I SIMMONS! T2 I — — — _ _ Standards and Specifications before said revision is constructed. SCALE I N FEET — — — _ — I iii 1"=50' Name Date � ■ Q O U N co LEGEND S H E E T 3 3q III SS EXISTING SEWER LINE 'm Z ~ 3 a« — — � rSHEET 3 . 4 ., 3 SH EET 3 ,, 5 � W EXISTING WATER LINE Z 3 SD NEW STORM DRAIN = u� "' "' w w w w w w w W NEW WATER LINE ■� d ----- -----_____________________ ___________________________________________________________________________ _= - - — - - -_ _ _ _ =--=-=--= _ =____ i _ S- W. PINE VE. NEW SEWER LINE _ Z� N W. PINE AVE. W ss s NEW PRESSURE IRRIGATION LINE - - - — — — — — — — °-o°�—t-►rI I°`II ,—�`�-11-_�-I—_I 11- II I II II I I I II II uuIuiuuiI i t oi I I II I I IiIiiIIIi O W/S RVIC E � ST L F C 0\ ,R`c2Q W IRR NEW GRAVITY IRRIGATION LINE Z��,A1PV O \ / 7w _ - - - - - w BOUNDARY LINE — O�~rn � � — — — — — — — — Wa— — — — — — ROADWAY CENTER LINE co ROADWAY RIGHT-OF-WAY J cn r =I w — — — — — — — — — — — — N LOT LINE & w & SANITARY SEWER MANHOLE-Nm $ Nm M in mmm mm EXISTING SANITARY SEWER MANHOLE SANA co cuN --------- SEWER SERVICE LINE ha mo0 TYPICAL SINGLE WATER SERVICE Q03/15/2� Q®N N a ill omm I � 82 TYPICAL FIRE SERVICE OFPROPOSED FIRE HYDRANTo"ols 9a9 Dag sag 080 080 ONO M s sas sas sas sas sas sas L w y w w LOT NUMBER wy U PRI wTON CHECKED BY:IS s s =- DAVID A. BAILEY P.E. CATCH BASIN DRAWN BY: 1 � r� 1 11 I KSC Jill STREET LIGHT °Q .re I r a�_-�,<II.-I—. _'—-\.-!�p\—p,�/�s-.,S0/�:S..o;/0 A f-/:/8°-./—':.�':•\'—�,< -'—'—B.-/�—�R�-p 2•��2 q'—*/°-'•,`—�FA..°J-v o�O��ff�s,�i`��,Jo//:x P j"'"z•u•>,.,3I;I r I.I,'u=_,-`y—v..r—.�-:--��..,—�.�,I:*�.-•,II.t'I\q.i'O,.J.�.��,aI II-oI y,Q,��'o'.[aFf:_':f.:°r�`k�t1I l ti IIQ n�—_-_--<:��;III/IO\...,y{\''r.,.;`\/\\�II�/s�N�t`ro:WAo c��`'��°/��\��DO,�:',�OvEAo.m�O0�.�\/�.c�N'oZ�.�/<,�J I a I.I ,/`'';�/°`:.��+°A�'�\,p,A,oQ�m�—0'�o a;J</.•�\.Orm;��a,O��o�'';q O y I�'�.;,�.�,.5'.oI<0-,.�ao.°,0�m''.a,0�\`.`..�/�,'0 W..i'`<,. °�',i�'../•.�.0�j:/I/v.:!..O'.�_m.�/:_p�`��`u �O 0 q��_�0'p.0p I��'..�;.ip°OI.O/I 2 I mII��/dI��/��/,.f,\°`.'\°�,,�y.�•/p'�L�er m I m.,,o'p.'��Aop�ff°++q�J,��m�°�Q��a a�0c'°�J�c/m\�mtcN�'•o,''\�./`.m,��.�/0'/I\\\``.\''�'6 y��I�,I%\� -a•°YR/`•,��'r/.IN m`.,<�l.�r q'�_�''.,0.�,O'/`�/•.m.�m—.k°—/.v<y�'\/fAm m��a w<:,'®�,/\,ro,:,":�\�.�•a,/,.,`/0�u.v�Ja�m• .Oo:o.�,.\i a::imo�\�`/,dY.\i�'•o,,',,..�\°.`._.•�0)j, vX3ldn0 y 'WOOa038 l O O O a mQ..0•/i d S,f•�\,.i/'"_�0'P/•8/�,r�.I.II II<rI/ '��/—_ti.-��,�.��'q—0\,•.o�•'—._a o�A°1,is�,I°I�\°a-�—�„°.—/i��•I:�'\z—�°��i.sO;"=/i•�,I'—.o a./�,m—d—,_0I�.��—J"—.�I—°�FM<"\/.si.—/',�o�O—II I��I/°\�.",.I I:i��-.I I,,i—'—i m�im.o-:�II�_�"."--o��I\�I:I`o",-':/�:�I':.II—r�I/!m 1�--_-,-}I.L,---_-�-•r-<1I-.r1_—yIII•a_„»A»»mI EI�_I DD�'�—Z-O--S FEW a\1 zFI 8aA a-,8 88`e;rt�_'�%,A�o�:`_—n=`_,g m I,,L_—\—�B<— -,iOIII-+IIIIICI I I -•»»nI KI E E F 4>•.:_'r:�jI:f:.�.�.:�I:,:I.,'�..:: ,I ,II :oI�l Ji I z:,III :II I I III I I I I I��Ii IIIII I'I III I I I I I I II I I I III I I_I I II I I I I—1I1IiIiiiIIII�II4�i�iIIiiI II 1 Ii4��iII 1 I �i i I I IIiI-IiI IaIiIIlIiII i1IIIIIiIII1II JIIiIiI I IuIIiIiI III VIIi I III III II III I I�I I� ICaII II F p g mm m h; mN m ' o- NOTE. CD REFER TO ARCHITECTURAL PLAN S FOR BUILDING TYPE. BUILDING FOOTPRINTS ARE FOR REFERENCE USE ONLY. 0o °° NOTE:p A8 m m co a v C, o Q * REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCA PING.Nm A N v OS038 BED O u ric.o W�edezMO o w BEDBOOW W p � z k '< ooVIP",op°p \ i a�o Qm jo +- r�D >— I �N' S\X ,J0 , �� W. TREVASH EET° `al- ACESS 3 ,, 8 jmz ° ` NJ4y z88 191 wooae38 38 0 °o � z z Lae rn =; irz3 I o ^ap MOOA038 3 3 - � pZp 0 BEDROOM y La oeR2 BR / ti Dwaols oao oas s s sas 9a9 sas I I I � SHEET 3 . 6 w i w — � _ = LNEWAND PRIVATE° o w z N m mo o o OOM Oz oo SH EET 307 . 0 it w ill X31 dn0 X3ldn0 O 038 X3ldn0 X3ldn0 WOOa038 IWOOa WOOa038 l Ell ; DATE: 3-15-2021 4. 7"7 i� PROJECT: C2019-023s e 50 0 25 50 100 SHEET ul H , ll II I i u SH EET 309II SCALE IN FEET I II II1h1"=50' o2 O U r ,. — \�� ,�\ �� %�� t Q o — Q a� KEYNOTES C, C Po ED T W W W W W W W W J N W W W W W W W W W W W W --------------- LLI ------------------------------------------------------------------------------ O CARPORT COVER SEE ARCHITECTURAL PLANS. ■= Zco -------------- -------- ---- ------------------------------------------------ ___ ----------------------------_-___________ ----------- O CONSTRUCT TRASH ENCLOSURE PER DETAIL ON SHEET 3.10. G� Z 3 ------------------- -- ------ter Z 1 30 STORAGE LOCKER - SEE ARCHITECTURAL PLANS. = a W. PINE AVE . = Z w Lu -- -- -- -- -- -- -- -- -- ---------- - - — — — — — — — _____ LLI U) __ ___ w =______ W ~ w — — - - - - - - - - U - - \ ��\ - - - - - _ _ - - LEGEND = � � � • �Z W o ISS EXISTING SEWER LINE J � - 1 D = W EXISTING WATER LINE SD NEW STORM DRAIN "' W NEW WATER LINE — — — — — — — — — — — — — — — — — — — — - - - - Q - - — - S NEW SEWER LINE - PI NEW PRESSURE IRRIGATION LINE �S�ONAL FNG °Oi O — — — — — — — — _ — _ W SERVICE \STE ti o o� — — — — — — — — — — — — — — — — — — — — — — — — — — — — IRR NEW GRAVITY IRRIGATION LINE Q� — — — — — — — — — — — — — — — — -- - - - — — — — — — - - — — — — 03/15/2021 Y-I _______ — — — — — — -- -- BOUNDARY LINE I _ I---��—� -------------------'T I I ROADWAY CENTER LINE ® — - - - — ® I I ® I I h ROADWAY RIGHT-OF-WAY .r9TF OF t. /N S. C�P� LOT LINE SANITARY SEWER MANHOLE p hI l� • CHECKED BY: O � a o i DAVID A. BAILEY P.E. O O . �I O EXISTING SANITARY SEWER MANHOLE h� O N I I � DRAWN BY: DO O m �] t� , Nam KSC .I I m V� o 0 N I L i � � W � � v V� 0 � � � � �I� � � � N I --------- SEWER SERVICE LINE v I Ld m m m m m m I m m m �' m m �] TYPICAL SINGLE WATER SERVICE m TYPICAL FIRE SERVICE I — I PROPOSED FIRE HYDRANT II I ° � co 00 CD - m I ` a � co co cuO LOT NUMBER I �JJ Z7 m T I I I I .Z7 m T z ' I I N ® CATCH BASIN F ;� p O O N I f ; O CD ' O O t I STREET LIGHT V) I t O a N Q I I ' (� w t I ' i I ® m a o .I I ❑ 1 I . LLJ m m cl m T I I I W y T N a m m W. PINE AVE. _- w d - J -- -- z I SHEET SHEET SHEET I ° ov(\do1S 9�19 9�19 J�IJ 5�19 J�IJ 9�19 ,� 99.0' , I Jb'�I 1S J�1J J� I 3.3 3.4 3.5 I O i t 7 � i�\\ 1 1*11 i ` T _ L --I '--�--� --- ------- ----- ��.--z_-s----- _r=--_-� _�__ - - I---- --- --- SHEET I w � 0 in f I I I , I I o 1 s \�W. 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BUILDING FOOTPRINTS I X (� n I I e Ti I I I I a ARE FOR REFERENCE USE ONLY. a _ x��dna ° I I I � N � � Moo lalo WOO�Ia�B I I I' NOTE: f I � I O REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING. o 6.0' I 18.0'- I ❑® ® i i 110.0 Ii i '� m °' I 1 1.0' 10.0' I I 1- - - - - - I I� Q N — — - ---- -----------}- -------- --------------------•-- - -- 1 -------it- -- 16.0' (I e j ----- --------- ------- --�- -- i 0 i 31.0'� ' — r— r - - 11 TI . f �8I r co ID ® I I I , f 18.0' 0' i B R 1 I I ��-- � I rq . � S I 2 I e i t I 11 D �7 N �1 v M009a38 BEDROOM T —= T -------I -- " - II W I I I I 8 g W coCI BR27- V) L ---p--- —� >� — — \ \ - DATE: B LS S /� — — - - - - 3-15-2021 PROJECT: - --I�S00W v mom- 20 0 10 20 40 SHEET MATCH SHEET 3. 6 s s" MATCH SHEET 3. 6 -0 SCALE IN FEET3o3 1"=20' M_ E ccToo — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - — — - - 3 KEYNOTES ,oA vN V W @ W W W W w W " " w " O CARPORT COVER - SEE ARCHITECTURAL PLANS. ■� Z W W W W W W W W � 1 W W W W W W W W W W W - ------------------------------------------------------------------------------------------------------------------------------------------- - ------------------------------------------------------------------ --------------------------------------------------------------------------------------------------- - - ---------------- - - -- - -- O STORAGE LOCKER - SEE ARCHITECTURAL. Z 3 -------------------------------------------------------------------------------------- _ _ _ _ _ ___ ____ __ _ - ------------------------------------ ----- -- ----- --------------------- --- --------------------------------------------------- -- ---------- - -- - --------- 03 BIKE RACK. SEE LANDSCAPE PLANS. W W w W. PINE AVE . � ws ; 8 W __ ______________ — — _ '^ U) F- v , dol ----------------_-- - ------_---_-- --_---_--_----- -_--_---_---_--_---_---_ — — — — — — v ,Le ------------------------------------_---_---_--_---_---_--_---_ — — — — — ----_------_--—--_---_---_--_---_ — — — Z w -------------------------------- ---- —--_---_---_- - -- -- ---------- -----;---------- ■� �R F- (O — — — — —___ _ _ — — — — — — — — — — — — — --------------------- -- ---- _ --------- V� LEGEND I--. I SS EXISTING SEWER LINE - Q Q 3 W EXISTING WATER LINE W T DRAIN IV w ° SD NEW STORM D A W NEW WATER LINE S NEW SEWER LINE �o O F29 0' PI NEW PRESSURE IRRIGATION LINE ��S�ONAL FNc/ 15. W/SERVICE o� G\STEF tip, - — — — — — — — — — — — — — — — — — — — — O •° I � IRR NEW GRAVITY IRRIGATION LINE � Q� �� 021 — — — — — — — — — — — — — — — — — — — - I Jai " I f i BOUNDARY LINE 17882 3/18 8 2 — — — — — -� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � � O .I � I — - - - ROADWAY CENTER LINE 9 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - °6'. O as—�-'°- ROADWAY RIGHT-OF-WAY �F OF'� ® — — — — — — — — — — — — ~� " LOT LINE ��/N S. CRP�c� I m II I SANITARY SEWER MANHOLE I O CHECKED BY: O I I DAVID A. BAILEY P.E. 1 1 1 O� O I �� I_— EXISTING SANITARY SEWER MANHOLE DRAWN BY: 0 N m O I I �� I ss, KSC . ° N I I D O❑ 1 1 1 �- p CN I I m m VD I I M --------- SEWER SERVICE LINE m I Ld ♦ m m m I m TYPICAL SINGLE WATER SERVICE m m `♦� I I m m o ' �.�\ , �` °' TYPICAL FIRE SERVICE — — — — — — — — PROPOSED FIRE HYDRANT I N I\ I N 1 1 } m CD li 1 ^ co Cp 1 R29.5' O LOT NUMBER T I ♦� I CO w I fV li m I �7 fTl � R29.5' I I ® CATCH BASIN o CDON e ♦ lip � I I N COIN —' I ® 00 -- - - - I � a O I 0 O ® f STREET LIGHT N I i i 0 o — — — ® �♦ m ® \ \ -- _ W. PINE AVE. -- -- � z -� — ♦♦`♦ ♦ — — — — I— — — I— / r I ` L �� ; ♦ f L' ♦� --I \ yam' 4 O a l ♦�� Z _ ; : . I --�; y \� °,. : .. a 3 • Rzo SHEET SHEET SHEET Q I 3.3 3.4 3.5 \/ O [� S o o 0 9 C� 90.0' 1 1 S �/��J �J��J �� J ��/ �/��/ � �� ♦� � � � � � 90.0' I � O I it I j e/ p L ——— —— SHEET ' W W W ' ' 3.6 w LI TTL TON WLN . 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BUILDING FOOTPRINTS ARE FOR REFERENCE USE ONLY. jN � 11 1 11 liiO❑ C/1 � Q I h;Ilh06 O j I 0 O I� ® O NOTE: 0 i O I' I' ' REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING II Nam N �I I m � � II m � � hlllhl 0 I o ® o � w I I o I I I o jl I o I ® ® v v II m m m I I m m m 1 1 1 I; 'C' m m ;I II; Gp I I U a z a . i I ly C/1 I r-- -- ------ L— j �� -��- ------ � ICI ICI 4 co UD CJ Cc n CD I 1 I h I I Ih, o 1 . � m � I 1 �f� coW co CJ A A CD 19 9 �� • C . 0 CA 1 I N o m � 1 1 o ' 11 90. J N � O � COIN 0 C� I I CD � N `_ p O C/1 O C/1 � � i ® F-W 1 O O O Ld O � ' ♦♦ O i I O J cn y I I cn J ---------- ------__ c� Q ° 9 .. • � ° e ` a ° p .d • -' 1 I e I • a - 4 Q Q 4 4 Q DATE: 3-15-2021 PROJECT: MATCH SHEET 3. 7 MATCH SHEET 3. 7 50 0 25 50 100 SHEET � l i�i� �� \ \ I � i�,�°• ��. :°, �� ,� ,- �� SCALE IN FEET 1 =50 0 V m o ' o rn c - _ y - 4 N N KEYNOTES { N NOT USED. ■= Z F L -w w w w w w w w w w Z w w w w w w w w w w v- e O NOT USED. Z __ _ -------- -_------ ------------------------------------------------ --------------- / O NOT USED. _ -- ------- ---------------------------------- a ------------------------------------------- - ----- ----------------------------------------------------------I a ----------------------------------------- '�A _ o 1 I RW L Z Lu 3 La' � S S a 8 S S N y � SS I s s a s s s s s s I I SS SS cn Lu —D'��—./a L g_'—R./—U�IUL°2®o°W/o�®I II I"—° � •�°/»�»»»».»/R 2`'�/I°\\»'.W f�F`-��-.y5'_._—�oa_0''L l�-�/IWI I�(I—Q_—J—--•�-�-°5J°s k�•£°I.I I I IIU I-N;\\ .�I f�''-s\_�»»»'»�»»»�\Ii��I,�fD�zr��•0z./.—o s�f f=�F 12\,`I°a°.e.. IiI I I(I(II I I II I L I_-J-J�I-- �r"—n—"'�"�A "� „_� e -'; ,"�.ti�• �IrII�a°II1�°`1 II o qII•"II1J\IIIIIiI III I1I I I1I i IiI Ii1�Ii1 i I�i�IIi1i1'I IIt II iI i I1i I1iiiI III 1I 1 IiiI I I1I�i11 ii1 II,II Ii III'I I II I II 1 I III IIIIIII i I IIIII I I I I I I II III II I I II IIII I IIII I II I I II oN� iI;I 1�I iI11IIII I 1�iiII;;I I I�i1I IIIi 1II1iIi 1iiIIIIi1III�iI 1 i II 1I iiI I iII i ivII iI�"i1I 1i1Ivi 1 iItIII i � I I�i1I iIi i 1ii I 1 I - •—�--`- - -- - - �I LdZ 0 Q0Q—V F�o J /N � �S o�T. �EC V R�F 1Py � G� w Zw» LEGEND JQL �SS EXISTING SEWER LINE J uw ; � �!w W EXISTING WATER LINE w— — — — — I — — — — — — — — — — — L SD NEW STORM DRAIN Q W NEW WATER LINE S NEW SEWER LINE 29.0' So PI NEW PRESSURE IRRIGATION LINE ONALX W SERVICE G\ 41 IRR NEW GRAVITY IRRIGATION LINE 03/15/202 BOUNDARY LINE 1 882 ss - - — - - ROADWAY CENTER LINE i 1 ROADWAY RIGHT—OF—WAY OF Q) 1> LOT LINE S. SANITARY SEWER MANHOLEo CHECKED BY: DAVID A. BAILEY P.E. EXISTING SANITARY SEWER MANHOLE �7 — DRAWN BY: SS KSC M ------ SEWER SERVICE LINE u TYPICAL SINGLE WATER SERVICE TYPICAL FIRE SERVICE PROPOSED FIRE HYDRANT FUTURE LOT NUMBER R29.5 COMMERCIAL u1 O g5 0AREA CATCH BASIN STREET LIGHT w 11 1 �l I N u W. PINE AVE. -- L z N SHEET SHEET SHEET D � 3.3 3.4 3.50SHEET v� SHEET SHEET 3.7 3.8w Lj n/ 0 Z L w W SHEET 3.9 Cp 'I INDEX MAP 1»=250' Lli NOTE: REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS II ARE FOR REFERENCE USE ONLY. N u r NOTE: 00 REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING. o c;d r � p FUTURE COMMERCIAL Spa 2 5.0 AREA Li Ld SDm I DATE: 3-15-2021 cc PROJECT: c2o1s—o23 20 0 10 20 40 SHEET SHEET 3. 8 MATCH SHEET 3.8 o— �` I II p , .• I » 25:0' SCALE IN FEET 1 =20 MATCH SHEET 3. 3 tj l:5 3 ' \ MATCH SHEET 3. 3 KEYNOTES BEDboom6d1� � Y \ Ji 3 �� s� \ � I O CARPORT COVER - SEE ARCHITECTURAL PLANS. ■� Z 3 I ` �\ ® \ \ pJ �\ \ \\ s�� I � O STORAGE LOCKER - SEE ARCHITECTURAL. � Z 3 B LS J �� v j ®, O \O > '�s s \\ 0 e 3O BIKE RACK. SEE LANDSCAPE PLANS. = a o, \ ■- 411 �� o , N O \ d,p Z w 41 LLI w r- ---- ------- - _ _ \ 0 LEGEND .— — o . c� z zw LLI rL 1\ \ �� U SS EXISTING SEWER LINE J � w EXISTING WATER LINE uj 41 \ Q SD NEW STORM DRAIN V � W \ OO -------- � --- ---- -/ ' � J � � W NEW WATER LINE r `— o A S NEW SEWER LINE o r. NAL - ; \ - � °° ° ® • * � PI NEW PRESSURE IRRIGATION LINE SRO Fiy o�/ / �• �� ® . . \ �� y, � W/SERVICE p�``S 3�STc7" �'LF R o <) i �� o i IRR NEW GRAVITY IRRIGATION LINE r ' �, o• s \ 03/15/2021 BOUNDARY LINE 882 \ /X\ , / ^ N \ � 4 — — — — — ROADWAY CENTER LINE �� \P / o ° / � , ' ROADWAY RIGHT—OF—WAY .� F OF P�C� \ o \ N FZ .o, ,� LOT LINE S. C Q� \ s SANITARY SEWER MANHOLE �� • CHECKED BY: DAVID A. BAILEY P.E. / EXISTING SANITARY SEWER MANHOLE DRAWN BY: KSC �• Q / / /� --------- SEWER SERVICE LINE y / TYPICAL SINGLE WATER SERVICE TYPICAL FIRE SERVICE / PROPOSED FIRE HYDRANT "I� ® LOT NUMBER ® a ® CATCH BASIN F ®® a a Cl—+ STREET LIGHT �a c) LLI N �� -- _ cl W. PINE AVE. -- -- La (:5 w z ox I z < SHEET SHEET SHEET Q 3.3 3.4 3.5 SHEET O o 3.6 ; Z SHEET SHEET 0 3.7 3.8 w O x, NN SHEET 3.9 ' Ld o• , Av -_______� � o 0 INDEX MAP 1"=250' W 0 NOTE: REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS ARE FOR REFERENCE USE ONLY. N ® NOTE: ® o REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING. o 8d v O wC ' ) 1 v 1 Q 2 U ~ DATE: Q 3-15-2021 PROJECT: C2019-023 20 0 10 20 40 SHEET SCALE IN FEET 1"=20' 3o6 _ _ - - - - - - — - - - �a oo 's MATCH SHEET 3.4 - - - - MATCH SHEET 3.4 _ - - - - - _ p KEYNOTESLu ,ago v 00 .5 /, \ O CARPORT COVER - SEE ARCHITECTURAL PLANS. ■� Z 3 , C� I \, coO STORAGE LOCKER - SEE ARCHITECTURAL. G� Z 3 o� d 3O BIKE RACK. SEE LANDSCAPE PLANS. _ O� �o � 6 F— _ > w O ��. c� w z Lu W �� / W W cc c') LLI LEGEND = � R CS \ (� SS EXISTING SEWER LINE J c \\ , / W EXISTING WATER LINE \\ Q �� \ ;�� Q SD NEW STORM DRAIN V w W NEW WATER LINE O �� i,le le i /. S NEW SEWER LINE O � � i o �, r L OQ` p)--- _______ PI URE IRRIGATION LINEf - < W/SERVICE�� / ' ' i /i IRR NEW GRAVITY IRRIGATION LINE �i � � i '° % 2021 BOUNDARY LINE 1 �882 \ �� y ; ; �► ' ' ® i — - - - — ROADWAY CENTER LINE ROADWAY RIGHT-OF-WAY F OFL \\ Q6 LOT LINE �N S. CFZP \ °' _ SANITARY SEWER MANHOLE �� DAV DCA.EBAILEY P.E. O �y EXISTING SANITARY SEWER MANHOLE . A\` % ` 1/ v DRAWN BY. > \ / OO \ \� / --------- SEWER SERVICE LINE v/ / A ® \ / \ TYPICAL SINGLE WATER SERVICE \ ` �j \ i \ / l TYPICAL FIRE SERVICE \\ / Al A 0 i , / PROPOSED FIRE HYDRANT LOT NUMBER Oz i o o �/ . �� ® CATCH BASIN STREET LIGHT V) / 1' --____��• � , \ �, \ �l� �� / `� w � ( o < W. PINE AVE. -- -- w d / \ . . i .� 011 SHEET SHEET SHEET Q 3.3 3.4 3.5 ..I SHEETcl / \` i �o`� A / A ® I w Z ;,� . 3.6 ��\. �� ' ® v �O c' SHEET SHEET > 3.7 3.8 w '\ v, � (n / ,�''� ''� C9 ' �> v� W O ,� / /. S \�� / \ ;; �� / \ SHEET 3.9 le 0 INDEX MAP �O �� NOTE: �, I REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS , I ARE FOR REFERENCE USE ONLY. N Al / / ,� A �r I NOTE: \90` s f \ f j o � \ �� \ ® REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING. o \ �. c;d -10oil ` \ / X ° O� O�, P - \. ,, \ \ O w k• I / �► lee i co LLI R2.0' , o I I ^ \ , o I I bi CC-��/�I I C�IIC� C��IC� C� C� C�\I W / �9 ,3 �° gVao1S 0ao 9aq 0 S w D 9a v V / ® / O �/ \ s h , , \\� s - I w! I - U �/ , \ oo s — - �— _ _ _ _ W _ W U W— DATE: Q O , ' \ 3-15-2021 PROJECT: C2019-023 20 0 10 20 40 SHEET 2 \� -- - - - -_ _ SCALE IN FEET MATCH SHEET 3. 9 ''> ' \ = MATCH SHEET 3. 9 - 1"=20' 3o7_1 m E " MATCH SHEET 3. 5 ; MATCH SHEET 3. 5 3 I o co I ■I KEYNOTES 01 � 01 — II I � o 13L 0 CK a 1 I i � I I I IN I I ii OCARPORT COVER - SEE ARCHITECTURAL PLANS. =iF-Z co 31.0' 3 CONSTRUCT TRASH ENCLOSURE PER DETAIL ON SHEET 3.10. Z 3 25.0' f I i� I I I I I I ii 30 STORAGE LOCKER. SEE ARCHITECTURAL PLANS. ■= a i N I I o W I I III I IN W I I F I o I I I I I 3 1 = z ui W CC Z) LV W Z w = R 1 10.; '�,\--•°'°�°�I°I W�II I CI�I-I I°I�-C'•L•I9=/--•_l v��'J'I I--\°I,I,.1 I-1 a®.\—y=ii/�°/r�;°•.o'—�--"J\>w\-'-\F--\s om\'-.I,I—\,�=°\•w`,° •�\�I-°�\\\Z8_\°��Z°\��5\ -\-��-�-°-J�°\"8�8°1�\s--��I�/'.•`\\-"�\--\AII s V\-OI_®W--I\\-�_V-rp\�\"/\'°\�j\.-�\-.W\p-/,s—�\�`O\•—\°s\J�� \—"—W\_\\/`/•°Z_\8\as\;_.1\°—�I°\•_Z II I( .v.,°..,.',°• aia I�I II i a loI a IIIa II a;I l Il r I I II I I�f I I�I�i�-i�i I°1�/IIiI IIII II IIiIII IIIiIIiIII.III iII i I III I II I IIIII lI I I iII I I iIi� IIiI I i i i iIII1 It1i ii IiI i III II iIIi I tyI l�I Ci�II I i III I II I I I II I I I I I III IIII II I II�I I III I I II I II II I II IIIII I I I IIII II II I II I I I I IIII I I III I II I I II I I I II I I I II IIII I II I IIIII I I III I I I II' I I I I I o0oI omN"I�IIIIII' I fI I II IIII Il I II II l I II II I I I II I I I I - 333333 3 3 3 3 33 a3II 3-II3 I3II II I I I-Ii IIlu o IIIiI I UII IIII iIIiIII,I,i II I I ii I ii II iI i iII qiI iliI�IIiI�iIlIIIi �IIui iI iiI ii i I IlI I i III I iI i,II II Ii i i IT�'1 I� 1I' /I` ---------— —1 L EG-E-N- D --- J I Lzw~ o�O � /�3 0r� ' C V�F 0_i2 nyr ` ----- _ FUTURE Z--------� 'u � �c COMMERCIAL SS EXISTING SEWER LINE _j cn 0_(mQ O0 AREA SD NEW STORM DRAIN "' i W NEW WATER LINE S NEW SEWER LINE pNALPI NEW PRESSURE IRRIGATION LINE �'S W/SERVICE G\SE'y IRR NEW GRAVITY IRRIGATION LINE 0- 03/15/2021 BOUNDARY LINE 1 88 o ROADWAY CENTER LINE 4 ROADWAY RIGHT—OF—WAY rEOF LOT LINE S. SANITARY SEWER MANHOLE CHECKED BY: DAVID A. BAILEY P.E.ID EXISTING SANITARY SEWER MANHOLE DRAWN BY• KSC -- SEWER SERVICE LINE Qo TYPICAL SINGLE WATER SERVICE TYPICAL FIRE SERVICE N PROPOSED FIRE HYDRANT LOT NUMBER oo Z CATCH BASIN F STREET LIGHT o N o W. PINE AVE. w\ , r I/ SHEET SHEET SHEET 1b. 33 34 35 / w w w O � C.Ro/SSC=== w o (PUBLICW. TR EVA SHEET w- ----ACCESS -------Gi �' 3'6 SHEET SHEET _j z W W W W 3.7 3.8 ° o �J 8 I R69.5' SHEET 3.9I - WO�Ji VMJG3 32.0' 10 25.0 INDEX MAP 5D S —LSD- 1"=250' of — NOTE: REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS Li ARE FOR REFERENCE USE ONLY. � I � * � NOTE: REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING. I Of BR3 3 00M009038 BEDROOM A, x� 0 r 598 SB cDw BR2 > CD Ld ---- cc I 0' ---------------90.0 CD 172* 90. V/ 0 cO cm C I IFF I i I I DATE:� 3-15-2021Q PROJECT:NEWLAND LN . 2osEo2P R I VA TE) �,W W I 20 0 10 20 40 SHEET -� MATCH SHEET 3. 9 --- ---- ---- ---- -- -- � , " MATCH SHEET 3. 9 i SCALE IN FEET m Q p U QO Vl A M LEGEND c W. PINE AVE. N KEYNOTES O C A RPORT COVER - SEE ARCHITECTURAL PLANS. ■= Z SS EXISTING SEWER LINE I SHEET SHEET SHEET ' W EXISTING WATER LINE O CONSTRUCT TRASH ENCLOSURE PER DETAIL ON SHEET 3.10. G� Z 3 3.3 3.4 3.5 I SD NEW STORM DRAIN 3O NOT USED. = a I ' W NEW WATER LINE S NEW SEWER LINE = Z w PI NEW PRESSURE IRRIGATION LINE W — ~ SHEET W/SERVICE �, W co w IRR NEW GRAVITY IRRIGATION LINE ~ W w 3.6 SHEET SHEET I _ z -- -- BOUNDARY LINE �� %` 3.7 3.8 I w — — — — ROADWAY CENTER LINE uj Q co z ROADWAY RIGHT—OF—WAY _j w I LOT LINE V � w SANITARY SEWER MANHOLE SHEET 3.9 ' � EXISTING SANITARY SEWER MANHOLE �S�pN L FNG --------- SEWER SERVICE LINE O�� G\STE,Q� INDEX MAP 03/15/2021 `� „ TYPICAL SINGLE WATER SERVICE � 1 =250 17882 TYPICAL FIRE SERVICE REFER TO ARCHITECTURAL PLANS FOR BUILDING TYPE. BUILDING FOOTPRINTS PROPOSED FIRE HYDRANT /T�V F OF N S. C ARE FOR REFERENCE USE ONLY. NOTE: \ LOT NUMBER CHECKED BY: REFER TO LANDSCAPE PLANS FOR FENCING LOCATIONS & DETAILS, HARDSCAPING. DAVID A. BAILEY P.E. ® CATCH BASIN DRAWN BY: KSC STREET LIGHT z 0 a it U (n W 0 W Q (N o 1 z Z 20 0 10 20 40 Q .� SCALE IN FEET w 1 -20 �S S—i—s 5 S S I uuu i Z 0 'IIII MATCH SHEET 3. 7 �v� \ ° �� M ATCH SHEET 3. 7 MATCH SHEET 3. 8 E WLA N D W LN . ( P R I VA TE)��° MATCH SHEET 3.8 1 w w w / I f ^ p V �� -- - - -`�--- -a-----I - --- - ------Xx -- ----- I Z •� °' i ' �� L� I — --- --- -- I � C� . � I � I 1 1 � ° ,� e � I I I �..L.� O , �j �i/ I � J I I 81.0'1 �� i I I i I I•'� � •• I 'la I 9.0' 81.0' C D d v� , / I 1 I 4 / I I V O / I F ° 7 - / I m m 5 ---- ° - '- ----- tl-- -- I (n o. 1 m LJ / � / I \� ' I I V J LLJI N I I � I 1 1 11 II8d o \'� O m m Y m m m Elf -----J I V LLJ R15.0' I I ICD 32.0' / I x� I I I 1 32.0' I �d n a I r 0.0' 1 1.0' ° 1 1.0'� � a i i II �`� \ x3�dna x I I I° m I I I 3 -�Q I w o o d a e d n a x d n a ----- �- ---- woodale I wooda�e a I woodale � 0 I I I I III \ \ I ® I i I W o CD w — ® — ® ® o I F CD ° — — — _ �� • • . ® ® ��` • ° I I it ° ° I I I II I - . e e - - - a �—�__ ®®® I / M nl. wR nR In . ' v . °• , . ,, , ° . J ° � I • . , e r . ° , • . ° nll IRI m IMI IRl nr— m— .Ilrt _ —J J, IIR nR IRI e . • • I 1 DATE: I III Nu I 3-15-2021 IRR PROJECT: C2019-023 y� SHEET II I a I II I II u1 I II I J1 I I I � M Q p U Q '0 V M co PRECAST CONCRETE WALL CAP RADIUS 1 1/2" J ABOVE PIPE, ■� Z 3 SMOOTH WET CONC. w/ Z 3 o VISQUEEN G� o = z a FILL w/ 18'-0" cf) CONC. _ Z Lu 8" TYP 6'-2" w 6"0 or 8"0 STEEL W PIPE BOLLARD, o a LLu w U Z LOU, 10'-1 1 " CONCRETE MASONRY UNIT DUMPSTER w ■� Z5 SLAB GRADES TO DOORS 2.00% MAX. ENCLOSURE W/ STUCCO EXTERIOR. z TOP OF Z w o SEE GRADING PLANS. GRADE, PER W Q co SITE PLAN J c~n ° w w J O w 6" CONCRETE SLAB 6" 0 PIPE BOLLARD w/WIREMESH REINFORCING 6" 0 PIPE BOLLARD (1303—d5) 0/6" COMPACTED GRAVEL BASE � DOORS AS SHOWN IN PLAN VIEW ON GRADING p S�pNAL FN SHEETS. *NOTE NOT ALL ENCLOSURES HAVE �`�S G�STF c�2 3'-5" 1 '-0" 3'-5" MAN DOORS & DOOR LOCATIONS VARY. ° A 16"0 CONCRETE �o �� 48" DEEP FOOTING ® 6"0 03/15/2021Rio 8" 0 PIPE BOLLARD 8 0 PIPE BOLLARD f ° BOLLARD or 17882 18"0 CONCRETE N FOOTING 0 8"0 �92171 OF 6 0 PIPE BOLLARD 6 0 PIPE BOLLARD d LARD I� 8'-4" I� 8'-4" CONC. SLAB i1 4" ° 4" MIN. a CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: PLAN VIEW KSC BOLLARD SECTION PRECAST CONCRETE WALL CAP 18'-0" 4" PRECAST CONCRETE WALIRETE I� 8 -4 8 -4 CONTINOUS BOND BEAM (2) METAL DUMPSTER GATE HANDLES (2) #5 BARS CONTINOUS TOP OF CONC TOP OF GATE Z 6 -8 6 -4 0 -8 a 8 PIPE BOLLARD F U 6" PIPE BOLLARD VERTICAL #5 BAR AT 32" O.C. o L4x4x3/8 STEEL ANG FILL CMU'S W/ GROUT (TYP) N o FRAME (BRACE AS NE 7" BARREL HINGE w/GREASE FITTING (TYP), > DUMPSTER GATE w/M 6'-8" DECKING WELD TO GATE FRAME and BOLLARD z TOP OF SLAB 0 -0 24" CANE BOLT, PROVIDE CONTINOUS BOND BEAM �J � FOUNDATION SYSTEM A RECESSED PIPE SLEEVE (2) #5 BARS CONTINOUS MIN. 6" INTO GROUND 1so (3) #4 BARS CONTINUOUS L e FRONT ELEVATION w Q 1 '-6" o o o 0 0 0� 6" CONCRETE SLAB 0 0 0 0 0 0 0 0 o 0'-8" 6" 3/4"- GRAVEL BASE PRECAST CONCRETE WALL CAP VERTICAL #4 BAR AT 16" O.C. o 3'-5" 10'-11 " o 0 o STANDARD HOOK INTO FOOTING TOP OF GATE TOP OF CONCRETE (ALTERNATE DIRECTION OF HOOK) 6'-4" SLAB +6 -8 2'-6" ANN NIN (3) #4 BARS CONTINUOUS 6" 0 PIPE BOLLARD FOOTING/WALL SECTION 8" 0 PIPE BOLLARD 6" CONCRETE SLAB w/WIREMESH REINFORCING (13x13-d5) o/6" COMPACTED GRAVEL BASE 0 TOP OF SLAB NN TOP OF SLAB P n 0'-0" V / FOUNDATION SYSTEM 0 TRASH ENCLOSURE DETAILS � o SIDE ELEVATION - N TS- [TYPICAL BOTH SIDES] z PRECAST CONCRETE WALL CA W TOP OF CONCRETE 18'-0" - 8" THICK SLAB +6 -8117 � NK % N� w d V / o TOP OF SLAB FOUNDATION SYSTEM DATE: 3-15-2021 REAR ELEVATION C2019-023 SHEET C� Q M 1 o � QO _ A KEYNOTES OctN C #W.1 (QPso=0.51 cfs, QPzs--0.43 cfs) aT?O -J SEE STORM DRAINAGE PROFILE, SHEET 4.8. ■� Zco L O CB #W.2 (QP5o=0.81 cfs, QP25=0.69 cfs) Z v / - - - E.G. E.G SEE STORM DRAINAGE PROFILE, SHEET 4.8. Z W. PIN E AVE . 30 CB # T ( DRAINAGE cfs, FILE, SHEET cfs) a / \ / SEE STORM DRAINAGE PROFILE, SHEET 4.8. ■� I � o E.G. CATCH BASINS HALL BE 30" PRECAST MANHOLE N - - - WITH 12" SUMP, TRAFFIC-RATED CAST IRON RING Z - ------=--_--- ---_ ---=-- - _ - - -_ -_ _ & GRATE. W c=n # 1 SEE DETAIL SHEET 413 LLI _ 4 SG TRAP W- 8 SG TRAP #W-2. SEE DETAIL SHEET 4.13. r 6 NORTH POND'. SEE DETAIL SHEET 4.13. Z • 6 < / 0 W � o 18 SDR-35 ®0.27% 70 NOT USED. ? w w / (V - ® NOT USED. w = 90 10' INFILTRATION SWALE W/ SAND. SEE DETAIL SHEET 4.12. 0, 0 2560.5 4 Q ® 10' INFILTRATION SWALE W/ BSM. SEE DETAIL SHEET 4.12. �S�ONAL FNC W - �� G�srER ��F o � F w 2563.5 \ w _ Q� 03/15/2021� s \ � _ - 63.03 FG c , A 64.70 FG 64.43 F� II \ o I I GRADING PLAN LEGEND, NOTES A n = FOF � ° I I III I - I- U EXISTING CONTOUR (1' INTERVAL) ��N S.Lj CRP s FINISHED GRADE CONTOUR 5' INTERN (2. AL) CHECKED BY: III �2jr l.s FINISHED GRADE CONTOUR (0.5' INTERVAL) DAVID A. BAILEY P.E. 2565.80 FF o- I III 2565.50 FF �� DRAWN BY: v 2565.0 DG g In00 2566.20 FF v I 2566.20 FF III o 2564.7 DG I ° �15.58 TOA FINISHED GRADE TOP OF ASPHALT KSC I � 2565.4 DG I 2565.4 DG g III v I •� � s v 63.03 FG I 62.73 FG I III w � \ 64.7�F 15.58 TOC FINISHED GRADE TOP OF CONCRETE 64.40 FG III �15.58 SW FINISHED GRADE AT SIDEWALK II w - - Ijj �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB I I II 100 �15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER 64.03 FG S I 65J0 FG 63.73 FG 3 \ 65.40 FG ° �15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE w I III I "I°° 15.58 EG EXISTING GRADE DIRECTION OF SHEET FLOW z 2566.80 FF 2567.20 FF 2567.20 FF O 2566.0 DG ° 2566.4 DIG 1 ¢ I F s :I 2566.4 DG II I I I 2566.50 FF 11.00 FF BUILDING FINISH FLOOR ELEVATION a o_ 2565.7 DG 11.00 EG LOWEST EXISTING GRADE WITHIN N I i I I I I BUILDING FOOTPRINT w o I i v I I / 66.15 SW 64°03 FG v v I I I v v 71 PEDESTRIAN RAMP (SLOPING DOWN p / 65.70 FG 66.51 SW ® I I 66.03 SW W/ ARROW DIRECTION) N Q & > -> L RAMP SLOPES MUST MEET ALL ADA GUIDELINES W o Li I REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX 0>: Z CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO 65.52 TOA TOLERANCES FOR ADA REQUIREMENTS. Lj 66.00 TOA 66.48 TVA65. TO 65.61 TOA - - -- -- ----- -- _ _ _ 66.43 TOA I 6 10 ITOA I 1 6E NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% 66.201TOA , SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE I I ��" I I I �� 65.54 TO 1 1 1 I 6' II I I�\ 65.61 TO AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT OI I I 1 I I 65.48 TOA SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, 65.44 65.49 TO 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY TOA w - - - - - - - - - =r_ =rt_ _�f L -- I-*-��J Jv SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR 65.28ITOA / 66.28 TOA p 66.08 TOA ~ ~I T - REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. I I I I I 65.73 TOA !� ,65.28 TOA sb, Co 66.12 TOA I ' ' L I TTL TON - 65.24�TOA 6' -c0 I �2 I I I 65.60 TOA e w _ _w _ w o-w New \`° w-��. w I I wl 65.56iT0A w w w s / - - w 64.97 GRATE S6, - - L 65.10 Tpq t5, 65.70 TO I 65.54 TOA S I - - I r .10 T0A cS 66.10 TO S I I I I � W. PINE AVE. 1 66.13 TOA I 65.56 TOA I i I I � i I s s S s s o �18" SDR,�5 ®�� I � 65.76 TOA 65.79 TOA I I I I --F - -I_ I - � c W.2 - - -�s�, I _ iI-� I SHEET SHEET SHEET CB W. 65.90 TOA I hs �/ 2 I - SS I �I \ II 1 66.32 ITOA I 65.28 GRATE 66 03 TOA I I (� 4.1 4.2 4.3 66 TOA 6 .181 TOA 65.77�TOA a l 65.64 TOA 65.80 TO/ J I 65.85 TOA -F �- -- - -F i ;� _ __ , - SHEET I - - -- -- 65.82 TOA I w v / 65.93 SW 66-,3 Sw --- N 65.61�TOA I I 4'4 SHEET SHEET CD. 9 ° 63.73 FG z Ec 2566.20 FF r 65.40 FG / I I 65.75 TOA 166.07 TOA I °` I 4.5 4.6 w • 2565.4 DG I 66.07 TOA I II 65.79 TOA 66.07 TOA- 2567.00 FF ,°. I I I � h6�� 1166.36 TOA ' " � 2567.20 FF ' v 2566.2 DG 64.80 FG I I I I ° ° 2566.4 DG P I 63.13 FG • I I 6.53 FG I I I I 66.91 SW SHEET 4.7 0 63.53 FG I II I ° I M ,1- v 63.73 FG 0�0 ❑® ® II I 65.40 FG IIIF I I 65.0 FG - - 44' [65.3 EG] ----- - - - ------------ - - i=��°----i� INDEX MAP --- ---- - I _- _ I 166.65 TOA I -> 1 =250 I } I -I-�6 08�, I �6h I - I A 64°53 FG b I 13 I I II 5 I I z 66.20 FG N I ® ----- `L • F e y I 67.42 SW 1 66.55 TOA - 167.00 TOA 1 I -_ } - 2567.80 FF 2567.00 FF A 2567.00DG 1 1 �ti -I - I '1 I 2567.0 DG w 2566.2 DG I r-r-- cn CB W.3 �� I 1 - 6�O I 67.56 SW 63.13 FG 65.70 FG I I - d 64.80 FG 64.03 FG I 67.03 TOA I � `� � I , 6.89 oGRATE 67.74 TOA 6s V / o 67.35 TO T - J 67.00 FG 67.23 TOA L 3 I 10 TOA' LL61.33 FG f TT� 67.10 /2 / - �.87.37 TOA - / 67.3 AA 67.32 A / 0 6 3 TOA - DATE: 45 3-15-2021 s7.n TOA PROJECT: 2567.00 FF / 6.91 QRATE MATCH SHEET 4. 4 ' " 67.26 T C2°'9-023 2566.2 DG °° \67.66 T � °.; �0 6�4 � MATCH_ SHEET 4. 4 :)A� 20 0 10 20 40 SHEET SCALE IN FEET 4ol 1"=20' C� Q M 1 o � A Q co GRADING PLAN LEGEND, NOTES KEYNOTES V N O MATCH EXIST. CURB, GUTTER, & SIDEWALK = �. w T J N -- --- -- - Co EXISTING CONTOUR (1' INTERVAL) FIELD VERIFY PRIOR TO CONSTRUCTION ■i Z _ [65.29 TVC] O SAWCUT EXIST. ASPHALT (MIN. 2') FOR SMOOTH Z Y Y PINE AVE ,MATCH OFFSITE PLANS �2,' �/ FINISHED GRADE CONTOUR (2.5; INTERVAL) TRANSITION TO EXISTING. _ 1� 1.s�/ FINISHED GRADE CONTOUR (0.5 INTERVAL) 30 NOT USED. ■� a - i • - - - - - - - - - - - - - - \ - - 2 15.58 TOA FINISHED GRADE TOP OF ASPHALT � ® CB #CEN.1 (QP5o=0.63 cfs, QP25=0.53 cfs) SEE STORM DRAINAGE PROFILE, SHEET 4.9. Z w = - - _ - - _ _ - �15.58 TOC FINISHED GRADE TOP OF CONCRETE W ~ OE TO O CB #CEN.2 (QP5o=0.56 cfs, QP25=0.47 cfs) U) e - - - - - - SEE STORM DRAINAGE PROFILE, SHEET 4.9. W a\; ja a 15.58 Sw FINISHED GRADE AT SIDEWALK \ r 12" SDR-35 00.50%. 0 � W w I 6 CB #CEN.3 (QP5o=0.60 cfs, QP25=0.51 cfs) Z w 15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB SEE STORM DRAINAGE PROFILE, SHEET 4.9. ■� - - \ 12" SDR-35 00.24% • \ 18" SDR-35 ®0.20% 15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER O CB #CEN.4 (QP5o=0.15 cfs, QP25=0.13 cfs) Z w 00 a - - _ B SEE STORM DRAINAGE PROFILE, SHEET 4.9. W�15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE ® CB #CEN.5 (QP5o=0.13 cfs, QP25=0.11 cfs) ? w o Ld �'- �15.58 EG EXISTING GRADE SEE STORM DRAINAGE PROFILE, SHEET 4.9. rn 0 DIRECTION OF SHEET FLOW O NOT USED. V � w �t0 4 O 6 A CB #E.N (QP5o=0.24 cfs, QP25=0.21 cfs) 11.00 FF BUILDING FINISH FLOOR ELEVATION SEE STORM DRAINAGE PROFILE, SHEET 4.11. ~ 2560.5 ~ 11.00 EG LOWEST EXISTING GRADE WITHIN ANAL W - O I w BUILDING FOOTPRINT 11 NOT USED. c<�.SS\ \STEFN�'/�ji w I"I"I 1 CB #E.S.1 (QPw--0.08 cfs, QPz5=0.07 cfs) G R 9 71 PEDESTRIAN RAMP (SLOPING DOWN © SEE STORM DRAINAGE PROFILE, SHEET 4.10. QUO Q� F6 62.73 FG » 2563.5 �g W/ ARROW DIRECTION) 03/15/2021 A 64.40 FG 15 SDR-35 00.17% .� 17882 ` � 18 SDR-35 CcD0.20% CATCH BASINS SHALL BE 30" PRECAST MANHOLES RAMP SLOPES MUST MEET ALL ADA GUIDELINES & TH N 64.40 FG I SG TRAP COMM I = - &I GRATE.SUMP, TRAFFIC-RATED CAST IRON RING REQUIR 12 MAX 62.73 FG CROSS-SLOPE, FLAT LANDINGS FORMAN EVERING. NO F \ U ° o O I U TOLERANCES FOR ADA REQUIREMENTS. ® NOT USED. �F1//N SFCRP�� LO SG TRAP CEN / 0 FF 2565.50 FF \ NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% ® NOT USED. DG Q 2564.7 DG - I Q SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE c 2565.50 FF I 2565.50 FF / CHECKED BY: L 2564.7 DG °0 _ cc AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT ® NDS DURA SLOPE CHANNEL DRAIN (0.7% BUILT-IN DAVID A. BAILEY P.E. v . v 2564.7 DG L D CHANNEL GRATES ' 62.73 FG l % a � ° ° � ° ' ` " ° JP ° j ° � � ' J � � �� ° • ° ° • SITE MUST BE ADA ACCESSIBLE 2.00% MAX CROSS SLOPE, SLOPE) W STAINLESS STEEL PERFORATE •( s P ) / I DRAWN BY: 64.40 FG I I 62.73 FG TO 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY (OR OTHERWISE APPROVED EQUIVALENT). KSC 116 LF TOTAL 29x4.0' S CTIONS 64.40 FG E SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY LY FOR Pi 18 SDR-35 ®0.20% E E E EE E E � � / REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. INVERTS AS SHOWN IN PLAN VIEW LABELS. °� ® NDS [OR APPROVED EQUIVALENT] IN-LINE CATCH BASIN. 63.73 FG 63t7G I CB E' •1 W. PINE AVE. INVERT: 2564.82 A� 65.40 FG a j 65.40 FG i CONST. 15 LF 8" C-900 @ 6.80% TO NDS CATCH BASIN ° T I I '° POOL N1. --- I O O `, © CB #POOL N1. CATCH BASIN TO BE NDS 18" CATCH BASINS 2565.5 G 27 GRATE SERE 8"x18" CAST IRON GRATE [OR APPROVED 1 °° � 2565.5 DG � I S W/ 1 FF 2566.50 FF I 2566.50 FF 2566.50 FF EQUIVALENT] W/ 1' SUMP INSERT. DG 2565.7 DG I 2565.7 DG 2565.7 DG % ° I _ - - SHEET SHEET SHEET 0 0 z 1 \ ° 1 0 INV IN:2563.80 8"S z I/ 4. 4.2 4.3 INV OUT:2563.80 8"NE n CONST. 14 LF 8" SDR-35 @ 1.00% TO CB#POOL N2. U v _ - 12" C-900 ®0.39% v, 66.03 SW ® 1 ® \\ \ o ® CB #POOL N2. CATCH BASIN TO BE NDS 18" CATCH BASINS o 66.19 SW .� SHEET � SERIES W/ 18"x18" CAST IRON GRATE [OR APPROVED 3 '�% 1 65.70 TOA w EQUIVALENT] W/ 1' SUMP INSERT. p INV IN:2563.66 8"SW N Q 44 SHEET SHEET INV OUT:2563.66 8"E 65 TO �� I 1 - s \ \. • ; z CONST. 27 LF 8" SDR-35 ® 1.70% TO CB#POOL N3. W o 65.10 TOA 65.58 TO --� -- ---- -- -- y \ f 3 / 65.6 TC 4.5 4.6 w z Ld 65.54 TO 65.54 TOA �\1 �65.711 TEA .O2-SW I 1 �� J \ \ 65.55 TOA / ® CB #POOL N3. CATCH BASIN TO BE NDS 18" CATCH BASINS 65.61 TO �° �I 1 1 401 // \ I \ 65.40 TOA416_5.55'�ITOZ2565.51 �� 65.64 TOA z SERIES W/ 18"x18" CAST IRON GRATE [OR APPROVED 65.48 TO '� I I 1 0 h' 0 0 0�1� 1 - \� 65.14 TOA - I_ �_ � L_ -� 65. C0 R EQUIVALENT] W/ 1' SUMP INSERT. 65.49TO `° O �I II I Ihco I A - - - � - - - _ - � 65.72TOA �+ uJ �• / \ OA / -I -�_ 65.08 1` RIM ELEV:2565.90 J � I I I � I I �� I ^ �� `� �� INV IN:2563.20 8"W - - -� I \ . \ �i I� � to SHEET 4.7 INV OUT:2563.20 8"NW ryh 65.39 TOA I I L / \s 65OA s N CONST. 33 LF 8" SDR-35 C�? 1.97% TO CB POOL N4. o Q 64.92 TOA w w��w w w w w .49 GRATE # L I TTL TON N . R I VA TE 1 1 65.58 TOA 4D' 64.92 TOA I , - 65.87 TOA w w w k°° I 65.54 TOA 1 CO �3` " �j.� N 65.31 TOA B CEN.5 ® CB #POOL N4. CATCH BASIN TO BE NDS 18" CATCH BASINS _ I w w_ryh w �S 1 12 SDR 35 ®0.24% Z�j6 ar,'A� TAA 12 SDR-35 00.50%_ _ " o% - s / SERIES W/ 18"x18" CAST IRON GRATE [OR APPROVED 64.92 TOA I- - - - - 'o s 12 SDR-35 ®0.50% 2 64.88 TOA I I I I I 65.02 TOA - - CB CEN.4 _ s 64.79 TOA CB CENA 1 I I I 65.01 TOA i s 1. 5.03 TOA I s s s s s 8 \ \ INDEX MAP EQUIVALENT] W/ 1' SUMP INSERT. s s s s I i I 65.07 TOA A CB CEN.3 65.47 TOA -' RIM E:2562.65. 8 o �- s �s s s� CB 'CEN.2 ;� {gq 7 � 1 =250' INV IN:2562.55 8"w L I 65.2 TOA 65.54 TOA INV OUT:2562.55 8"NW 1r 12" SDR-a5 ®0. 4%I o I o64.91 TOA 1 6 65.21 TOA 65.69 TOA 0' 65 TOA/ 1 1 w so ___- - - - - - �[ - - CONST. 27 LF 8" SDR-35 @ 1.00% TO CB #CEN.4. 64.74 IG 65.13 TOA I -T- - --�--- __ _ �55 TO e _ _ �\' DA CEN.POOL TOTAL QP5o=0.31 cfs, QPz5=0.26 cfs - - - I 65.49 TOA 65.36 TO I I cJ ` lr - 6 .59 TOA °�� ( ) o v. 1 7I 1 I L7\S� �I '9 65}O OA 64.60 GR TE 1 I I 65.60 GRATEZ4 64.��1 TO 65. 1 \ 14.45 GRATE �I 0 T Iq II I 65. TOA NOT USED. I I y 0 I 65.7 TOA 1 ` 6 83 TOA I 65.16 0!y 0 I 0 I I II I 1 I I �\ 1 65.18 0� 65.05 TOAI 44 ITOA I '� 65.0 OA I �I I� 65. A---, I_ 64 1 10A 1 I 65.25 T0�1 I � 1 I 9 65.92 TOA / I \ ! ® NOT USED. L-- - - - -----I 65_3JITOA 65.921TOA I / I 6. I I I I° 1 . r. `./, a ( ® NOT USED. J� 64.68 T A- I / 65.95 SW / d d g NDS [OR APPROVED EQUIVALENT] IN-LINE CATCH BASIN. / - - I INVERT: 2564.84 ;G ® 5 86 SW I d J CONST. 18 LF 8" SDR-35 ® 4.50% TO NDS CATCH BASIN G ) 5 36 SW ❑® 66.50 SW A 63.33 FG I I A 63.33 FG A [ #POOL E1. 65.00 FG 65.00 FG X 66.60 II I. 66.60 TOC TOC ® CB #POOL E1. CATCH BASIN TO BE NDS 18" CATCH BASINS F 2566.50 FF p 2566.50 FF 66.57 TOC SERIES W/ 18"x18" CAST IRON GRATE [OR APPROVED 2565.7 DG 2565.7 DG I 2566.00 FF° 2566.00 FF III 2566 . 60 EQUIVALENT] 3 1' SUMP INSERT. 2566.80 FF (■ ■J ® INV IN:2564.03 8"S 9 II 2566.0 DG �� \ ,I . , I I I \ 2565.2 DG 2565.2 DG -�� ° , ss.49 GRATE 0 0 INV OUT:2564.03 8"NE 63.33 FG I I I I 000 II % 66.49 TOC CONST. 32 LF 8" SDR-35 @ 2.00% TO CB#POOL E2. o o I III III 66.46 GRATE ° _1.6 [65.76 DURA SLOPE INV] 00 Ln 00 65.00 G I I Qo 66.49 TOC 66.60 TOC [65.82 DURA SLOPE INV] NOT USED. NOT USED. o -E- } I III III o o M - `' i� ® 10' INFILTRATION SWALE W/ SAND. SEE DETAIL SHEET 4.12. • � II II � 07 1 ° �� ♦ a �( 0 I I 10' INFILTRATION SWALE W/ BSM. SEE DETAIL SHEET 4.12. \ 63.83 FGorn�\ ® NOT USED. - 65.50 FG \ 63.33 FG_____ 66.49 TOC 66.56 2567.30 FF 2567.30 FIF ll 65.00 FG 65.70 DURA SLOPE IN a 66.49 OC 66.56 [ 66. TOC � ° 2566.5 DG a 2566.5 DG 2566.50 FF T 2566.50 FF [ 66.56 TOC] TOC 66.0 DURA I ®0.9 SG TRAP #E.N. SEE DETAIL SHEET 4.13. % 2565.7 DG 2565.7 DG ii II 66.60 TOC [65.65 D roc E INV] F I I 2566.80 FF I SLOPE IN ® SG TRAP #COMM. SEE DETAIL SHEET 4.13. 66 51 TO 65 90 DU - 0 DG [65. SLOPE INV] - W Y. SG TRAP #E.S. SEE DETAIL SHEET 4.13. 2566 _ � W \ - 8 - 66.56 TOC 66.58 TOC 11 8 ® w 66.56 TOC- 1-- w \ i I 0 66.49 TOC8 = ® NORTH POND'. SEE DETAIL SHEET 4.13. \ I I [6666 SDURAC SLOPE INV] 66.51 TOC -oy91 66.49 (n d I \ U71_ v I [65.61 DURA TOC v [66.09 DURA SLOPE INV] SLOPE IN%n _8%�- m ® v 8 66.56 TOC r a o 67.00 FG d . .4�' Q 65.33 FG Q a 6 6 TOC c 65.00 FG ° . ,, . • . . • c L _ L ,66.51 TOG , A [65.64 DURA 45 0 66.60 TOC 66.60 T C SLOPE INV] 66.58 TOC 66.60 TOC MATCH SHEET 4. 5 �: ` a , 2565.5 MATCH SHEET 4. 5 3-15-2021 To J PROJECT: $EE C2019-023 20 0 10 20 40 SHEET SCALE IN FEET 1"=20) 02 Q O U N KEYNOTES V N - - - - - - - - - - -=_ -_ __ _- _ VERIFY PRIOR TO CONSTRUCTION SIDEWALK ■_ .MATCH OFFSITE PLANS CURB, GUTTER, & - -- - === _ - -�J / o I FIELD VE L Z 3 _ - - _ N O SAWCUT EXIST. ASPHALT (MIN. 2') FOR SMOOTH W Z II RWL L RWL RW R v TRANSITION TO EXISTING. s s 64.89 TOA s s s s s s s s s s s s I SS N I SS SS O CB #E.S.2 (QP5o=0.17 cfs, QP25=0.14 cfs) _ I� [65.31 TVC] I SEE STORM DRAINAGE PROFILE, SHEET 4.10. M a ENEM MATCH OFFSITE PLANS \ �i \ \ ® CB #E.S.3 (QP5o=0.22 cfs, QP2s=0.19 cfs) Z To 3 - SEE STORM DRAINAGE PROFILE, SHEET 4.10. W z \ r - a b \ O CB #E.S.4 (QP5o=0.38 cfs, QPzs=0.32 cfs) W U' ;° \ SEE STORM DRAINAGE PROFILE, SHEET 4.10. LU ° - \\ �, E Z � _ \ ° CATCH BASINS SHALL BE 30" PRECAST MANHOLES �� ('3 u~i � °. a - - - - I \\�� g0 WITH 12" SUMP, TRAFFIC-RATED CAST IRON RING Z , \ & GRATE W o �0 1 64.80 TO s I I o J U) - _46 \ 1 p I / ` � / © NOT USED. ui J �P p /---------- - �© SD I OMNI /%/ NOT USED. C� w 64. 4 T A 64.97 TOA Pl / I r //IT / ® NOT USED. 65.14 TOA _PI \ // w I I I \ I I J II i a O CB #POOL E2. CATCH BASIN TO BE NDS 18" CATCH BASINS S\(3NAL FN p p SERIES W/ 18"x18" CAST IRON GRATE [OR APPROVED �S G'j 18� 9 000 I \ / '/� J I I III �i RIM UIELEV:2565 90' SUMP INSERT. �� G\STFQ�O7iF�� D INV IN:2563.39 03/15/2021 INV OUT:2563.39 � 82 CONST. 38 LF 8" SDR-35 ®2.00% TO CB #POOL E3. cA ' 65.34 TOA � 65.17 TOA � II II III I G�CT U T I \ �\I IIII II III ® CB #POOL E3. CATCH BASIN TO BE NDS 18" CATCH BASINS r9TF OF SERIES W/ 18"x18" CAST IRON GRATE [OR APPROVED 16, P� / L- / I ` I L �� I IIII 11 EQUIVALENT] W/ 1' SUMP INSERT. N S. C� RIM ELEV:2565.90 / I 1 �I II II I j INV IN:2562.63 8"S CHECKED BY: 65.41 TOA - I II I III INV OUT:2562.63 8'E 65.59 TOA 1 III II �I CONST. 10 LF 8" SDR-35 ® 2.00% TO CB #E.S.4. DAVID A. BAILEY P.E. 65.70 TOA I I I I DRAWN BY: 0. 77TTO 65.70 TOA \ I II� I I CB #E.S.POOL TOTAL (QPso=0.28 cfs, QPz5=0.24 cfs) KSC J II I / I IIII III\ IIII II I I 9' I� IIIIIII II I I �oN h FUTURE 06M M ERC IAL AREA P� I I� I I I I I � IIII GRADING PLAN LEGEND, NOTES 65.47 TOA 65.77 TOA I II I III I I II I IIII EXISTING CONTOUR (1' INTERVAL) \ 65.55 TOA \ I� 11 I I II I I III 16" C-900 ®0.25% I I \ � I I II I I IIII FINISHED GRADE CONTOUR (2.5' INTERVAL) o II - II I I II II� I I I I I IIII �•S�, FINISHED GRADE CONTOUR (0.5' INTERVAL) I I - I b I III 15.58 TOA FINISHED GRADE TOP OF ASPHALT w �15.58 TOC FINISHED GRADE TOP OF CONCRETE 2 II / \ I IIII I II I IIII �15.58 SW FINISHED GRADE AT SIDEWALK N o 565.5 65.43 TWA �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB > 1 II II W _ I IIII I 11 IIII D: z 65.6 TOA �15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER CB E.S.2 ✓ L - - / III I I u I IIII �15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE 65. 0 GRATE --- II 65.52 TOA J ` / IIII I I I IIII �15.58 EG EXISTING GRADE 'n /s 3 \ / \ I I III I I I III - DIRECTION OF SHEET FLOW / \; / �� _ / l IIII I I I I I IIII 11.00 FF BUILDING FINISH FLOOR ELEVATION s N :',,� / II I II I III II 11.00 EG LOWEST EXISTING GRADE WITHIN BUILDING FOOTPRINT w _ III I 65.58 TOA \ \ I I II III I u I III JI PEDESTRIAN RAMP (SLOPING DOWN 65.55 TOA 65.49 TOA W/ ARROW DIRECTION) �s a I III I II ' I III RAMP SLOPES MUST MEET ALL ADA GUIDELINES & REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX 65.03 GR E I s 65.50 TOA \ I III I I I III TOLERANCESCROSS-SLO FOR ADA REQUIREMENTS.E, FLAT LANDINGS FOR ANUEVERING. NO o ` 4 1 I III I ' I o III NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% 65.22 TO 65.43 TOA III � II SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE CB E. 4400 65.67 TOA I I III I u I II AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT 65.46 TOA I I I III I III SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY III I I III SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR >\ I . II REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. � M -- o � 65.90 TOA 65.90 TOA I it I .�" , I I � � I �' I 0 �� W. PINE AVE. ; - 227 I , I I i I I h�< L J 65.71 TOA I 1 I 65.82 TOA tY D� 65.52 TOA 1 65.40 TOA 65.68 TOA (n 65.56 TOA - I ' N I I SHEET SHEET SHEET I p I II I 4.1 4.2 4.3 o L� s5, I a lI O- I 65.60TOA FUTURE COMMERCIAL AREA I I I ;; I I SHEET LLJ I I I 4.4 I , I-c6 E.s.4 I 'I" I I II I SHEET SHEET W 65.20 GRATE -_, �' 65.55 TOA I to I I o --- 4.5 4.6 z 0 w w 65;$ TOA SEE SHEET 4. 15 _ - �- I I I z . 65.70 TOA i/ U) FOR TEN MILE RD . ,L A/ < I I / I � / L I I = II U ss 1 I , . I I I rr SHEET 4.7 I I I 9 I II Q 510 I �I I o�l J I III I I I I I I I I I I o I I ° III I I III INDEX MAP C �o I I III . ° � / Jr • �I I II I III I 1 250 \ ICI �o ', I III I III DATE: MATCH SHEET 4. 6 ` _ _ _ - MATCH SHEET 4. 6 I' I II 3-15-2021 / I I I III PROJECT: C2019-023 20 0 10 20 40 SHEET SCALE IN FEET 1"=20' s3 C� Q o" 1 � MATCH SHEET 4. 1 ` ` `�' ; MATCH SHEET 4. 1 - = Q co / � 6 3 TO � 45 KEYNOTES � V o _ N ti \ 1 CB W.4 QPw-0.08 cfs, QPzs-0.07 cfs 2567.00 FF / 67.17 TOA p 0 # ( - - ) _ �. w ._ a 2567.2 DG / r 67.28 T 6.91 RATE s9 \ I SEE STORM DRAINAGE PROFILE, SHEET 4.8. ■� � co 67.66 >g � Z I' L ` B 4 H\ \ 67.97 TOA / O2 CB #W.5 (QPso=0.28 cfs, QPzs=0.23 cfs) Z / / ® \ • 1 15 SDR-35 00.50% :�° I L() SEE STORM DRAINAGE PROFILE, SHEET 4.8. Z .10 TOA \ g CB #W.5.A (QP5o=0.46 cfs, QP25=0.39 cfs) .5 h \ SEE STORM DRAINAGE PROFILE, SHEET 4.9. ■- a o JR��3E5'- 2568.60 FF � �. / \o o �o` 4 CB #W.6 (QPw--0.50 cfs, QPzs=0.42 cfs) C'3 N 65.8 FG / \ 2567.8 DG / /'�� 2 67.04 G A \ \°°\ w O SEE STORM DRAINAGE PROFILE, SHEET 4.8. W Z [66.2 EG] / _1.6% / \ ra O CB #W.7.A (QPw--0.67 cfs, QP25=0.57 cfs W U) /67.40 TOA ° 4_ ° w SEE STORM DRAINAGE PROFILE, SHEET 4.9. � - CONSTRUCT BASIN PER ISPWC SD-604A, TYPE IV. Z w 67.44 TOA / / s w i MENEM 67 80�0 / �% / /'` s \ i ` CATCH BASINS SHALL BE 30" PRECAST MANHOLES ■� C'3 / e --� _ 0_ 29A \ \ WITH 12" SUMP, TRAFFIC-RATED CAST IRON RING Z �9 -� 67.57 �\ & GRATE, UNLESS OTHERWISE NOTED. W o 1-11 \ J ® ° O I 67.59 �� J co - / 68.19 SW // .� 2567.rJ \ \ U © ROLLED CURB & GUTTER. SEE DETAIL SHEET 4.14. w _L'u 65.90 FG / / �2567.5 C9 3 Q 64.23 FG j� p �� /� \ \ 07 NOT USED. w 2568.60 FF / �i /\ '� ^/ / 67.35 TO/C 2567.8 DG 67.28 TQA/ // 7.31 TOA ® 10' INFILTRATION SWALE W/ SAND. SEE DETAIL SHEET 4.12. 67.31 TOA / / 09 7' INFILTRATION SWALE [SIX PLEX INFILTRATION SWALE] �pNAL F P 68.30 SW 67.67 TOA \Y/ i W/ BSM. SEE DETAIL SHEET 4.12. <t,Ss 67.45 TOA B W /y // ' O� �G\STc: 67.60 TOA \ 9 67.0 GRA 67.55 A 7.60 TQA / / s / Q 03/15/2021 67.03 TO (UP)� �( �2 / / 4- 67.14 TO � % '7.8 CB W.5.A 66.98 TOA GRADING PLAN LEGEND NOTES 9'F of 66.96 TOA 4 s '��•� �C9 / /N S. CRP 'P 67.93®TQA tC 66.96 TTOA p EXISTING CONTOUR (1' INTERVAL) N 67.60 TOA 66.86 GRATE \ v ` CHECKED BY: 67.00 TO s FINISHED GRADE CONTOUR (2.5' INTERVAL) DAVID A. BAILEY P.E. / V 1.'5 FINISHED GRADE CONTOUR (0.5' INTERVAL) DRY WN BY: 67.51 TOA O 1 Q *\-15.58 TOA FINISHED GRADE TOP OF ASPHALT 66.8 FG j' °�• 2568 . 00 \ \ \ •�15.58 TOC FINISHED GRADE TOP OF CONCRETE 166.8 EG] ,67.72 TOA .� 1 2567 . 20 D �r �. 15.58 SW FINISHED GRADE AT SIDEWALK 67.70 TOA '\, ° \ \\ '15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB I_ "'-15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER 67.80 TOA \ k'�'-15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE as 67.82 TOA '�� I O %\"-15.58 EG EXISTING GRADE z 67.84 TOA DIRECTION OF SHEET FLOW F r � n \ ®® 11.00 FF BUILDING FINISH FLOOR ELEVATION N ® 11.00 EG LOWEST EXISTING GRADE WITHIN o / a BUILDING FOOTPRINT 67.2 FG A 9 T PEDESTRIAN RAMP (SLOPING DOWN N o [67.2 EG] \ W/ ARROW DIRECTION) 5: RAMP SLOPES MUST MEET ALL ADA GUIDELINES & � z 2568 . 20 FF REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX • J •� o a a . . CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO 2567 . 40 DG . TOLERANCES FOR ADA REQUIREMENTS./ NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% 4 a / SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE CB W7•A .o AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT 6775 TRC / 6 SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, . p 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY 67.54 TOA / I SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR 5 \ • / REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. W. PINE AVE. SHEET SHEET SHEET 67.5 FG / [67.6 EG] / / s� / 4.1 4.2 4.3 �' y 256 6 J 68.00 TOA-- ) 2 5 / SHEET 68.02 TRC / 4.4 J 67.81 TOA / i SHEET SHEET 68.07 TOA 4.5 4.6 z LLJ z a � / ® SHEET 4.7 i o 0 i 68.0 FG INDEX MAP [68.2 EG] 1"=250' _ L � F Wo W 2 \ m \ 2 U3 E DATE: 3-15-2021 Q PROJECT: C2019-023 20 0 10 20 40 SHEET MENNEN SCALE IN FEET 1"=20' 0 MATCH ez SHEET 4. 2 - - - -- MATCH SHEET 4. 2 = o 9 66.60 TOC 66.60 a�urt mvJ .'OC m " KEYNOTES ■ V o T \ O CB #W.7 (QP5o=0.25 cfs, QP25=0.21 cfs) Lu 2565.5 (� SEE STORM DRAINAGE PROFILE, SHEET 4.8. ■i Z m J / O CB #W.8 (QP5o=0.35 cfs, QP25=0.30 cfs) Z \ / SEE STORM DRAINAGE PROFILE, SHEET 4.8. Z CB #W.9 (QP5o=0.36 cfs, QP25=0.31 cfs) w 830DG / \ / w SEE STORM DRAINAGE PROFILE, SHEET 4.8. 256 . 67.50 FG ■ a o w / 65.83 F - - - - _ / w ® CB #W.9.A (QP5o=0.59 cfs, QP25=0.50 cfs) _ (�j Z� 830 FIF SEE STORM DRAINAGE PROFILE, SHEET 4.9. Z w CONSTRUCT BASIN PER ISPWC SD-604A, TYPE IV. W 256 . DG W U) 67.50 TOA y yp O CB #W.10 (QP5o=0.22 cfs, QP25=0.18 cfs) W w 67.39 TOA \ SEE STORM DRAINAGE PROFILE, SHEET 4.8. Z w CB W.11 QPw--0.15 cfs, QP25=0.13 cfs U SEE STORM DRAINAGE PROFILE, SHEET 4.8. � W a /N � L/ - �_ I •� ~ CATCH BASINS SHALL BE 30" PRECAST MANHOLES J co Q WITH 12" SUMP, TRAFFIC-RATED CAST IRON RING wLu L / \ C & GRATE. ,/' 68.00 SW 2568.30 FF // ® , // i L O NOT USED. w / 2567.6 DG / \ ° e; 66.80 FG ° TOA / \ a 2568.80 FF 6 13 FG \ ROLLED CURB & GUTTER. SEE DETAIL SHEET 4.14. 2568.1 DG /7 p /i�'' / / 66.7 000l�S )NAL FNC NOT USED. t` / 10' INFILTRATION SWALE W/ SAND. SEE DETAIL SHEET 4.12. Q� 03/15/2021� 10' INFILTRATION SWALE W/ BSM. SEE DETAIL SHEET 4.12. 17882 7' INFILTRATION SWALE [SIX PLEX INFILTRATION SWALE] W/ BSM. SEE DETAIL SHEET 4.12. � F OF (Z) 67.70 67.70 FG 1 \ /N S.66,\03 FG 68.20 TOA CR ,' ? 68.03 TOA 2569.30 FF / 2568.80 FF 66.32 FG CHECKED BY: > N \� \ �' / 2568.6 DG �° 2568.10 FF 65.15 FG DAVID A. BAILEY P.E. 2568.1 DG �q/ 6;8,T00 2567.3 DG ,a GRADING PLAN LEGEND, NOTES DRAWN BY: O , �, i / " 67.85 TOA o /7 / / / O 68.03 TOA KSC 67.88 TOA � EXISTING CONTOUR (1' INTERVAL) S 67.5 T \ / A 68.40 TOA / \, I . // r ' \ �- FINISHED GRADE CONTOUR (2.5, INTERVAL) r ° 67 81 .TO / \ a , \ _ ` I / / / \ S�� FINISHED GRADE CONTOUR .5' INTERVAL) N 6778 T < \/ / 67.70 FG / / / 0\-15.58 TOA FINISHED GRADE TOP OF ASPHALT 67.61 GRA // /\ 66.03 FG 69.06 SW 2569.30 FF 68.20 FG / ® A � -"-15.58 TOC FINISHED GRADE TOP OF CONCRETE ® \ .7 8.60 TOA 2568.6 DG 66.53 FG / 2568.10 FF \ �15.58 SW FINISHED GRADE AT SIDEWALK / 2567.3 DG 67.30 FG \ 66.E 99 2568.80 FF y 65.63 FG �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB O 2568.1 DG a 67.68 TOA s \ / �L_ \.4 \ \ a / .� \ o / r �15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER � N FINISHED GRADE AT TOP OF INLET GRATE o 15.58 GRATE \ 65.15 FG 66.32 FG *'�15.58 EG EXISTING GRADE W OA / \w/ /♦ \ / \ / - DIRECTION OF SHEET FLOW N 11.00 FF BUILDING FINISH FLOOR ELEVATION z 15 TOA/ 67.90 FG 2567.3 G 11.00 EG LOWEST EXISTING GRADE WITHIN 63' TOA 66.23 F 2567.3 DG ' � / \ / \ ♦ ° / 2568.80 FF . / \ BUILDING FOOTPRINT / 67.96 A 2569.30 FF 2568.1 DG / � / \�q \\ / /i 68.15 TO 2568.6 DG /00 TOA-,, �� \ PEDESTRIAN RAMP SLOPING DOWN � , _ /- \ �/ ^ / 67.96 TOA \ /7 / / W/ ARROW DIRECTION) ' \ \ �p / 67.30 FG 65.63 FG / �' RAMP SLOPES MUST MEET ALL ADA GUIDELINES & / 2568.0 , // \ 68.18 TOA 2y / / / \ \ / REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX / 68.33 TOA / \ /' ♦ /�\ / ® / /o / CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO I I I • / / \ \ TOLERANCES FOR ADA REQUIREMENTS. O \� 68.24 TOA s ' 2 NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% // A. \ I • / // ® SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE ' / r 67.83 TOA �'� / /��\ ♦ / / \ 7 AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT 67.88 TOA \ 7.70 G jO \\ / , 67.90 FG / / 256 .3 C SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, 68.01 TOA \ �/ // / 2569.30 FF 66.23 FG / ® 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY 67.82 TO \\ / 2568.E DG \ 68.40 FG / SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR o 67.79 TO, ) \ c0 \vi 66 74 FG / 67.80 TOA \ \ e 2569.10 FF REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. 67.94 TOA N\s �'9� �/ 69. 7 68.22 TOA / -- ---- 2568.4 DG _ 6807 TOA -► 3.03 TOA 68.09 TOA 813 TOA / \ �\ W. PINE AVE. 2568 . 40 F O < 68.33 TO / 2567 . 60 DIG _ 68.27 TOA j/. \ \ : \ ® I 68.12 TOA \ SHEET SHEET SHEET 12" SDR- 00.35% \ ' /�/ \ / ' \ / I; 2569.60 FF I 4.1 4.2 4.3 67�7 / 58.71 TOA568.9 DG2 LO/ / 2569.10 FF _ ® X// v i LU �/ 2568.4 DG 68.00 FG 67.94 TOA \ s 3 � \\ i X , 66.33 FG a - 67.98 TOA U)'\ NS // \ /� SHEET 68.07 TOA i� , \� // � / \ , o - - �68.39 TRC \ " °y.68.18-WA SHEET SHEET \ 4.5 4.6 4.4 wo 2568 . 60 �� 68 30 TOA o 68.40 TOA a a 2567 . 80 DIG 68.67 TOA 2569.60 FIF / o a° V s \ �'� \\\ 1 , Y • 2568.9 DG /�,; ' / SHEET 4.7 e a e g s 6 GRAyEi „ \ �\ \ / 68.29 TOA68.09 TOA , CB W.9.A ��/ Q \ 25g8.5 s86s1i0TOA /' i C� INDEX MAP w $ og 5 ' 6830 TOA ' 2568 \ ,/ / 1„=250' . \ • inn 0 / i 68.15 TRC /�\" 6n0TOA TOA F 67.94 TOA 68.20 TOA -� g� / / 68.53 TOA �' 4 / 68.17 TOA 68.28 TOA w \� 68.55 TOA \� \ i - I 68.30 TOA W f1° i _ �/� . 68.17 TOA / , ° GR 7.7 V J 68.38 TRC O 6CB 0 W V J 11 - - - 68.40 TOA � 67.93 bAw I I ` - / 67.95OA 6 .30 TOA � 68 7 os T - OA 12� SDR35 00.24% 2S6 = U 68.3 FG / U / s8.00 TOA -4 568 - - w _ DATE: Q / 6 68.22 TOA i I 0 68.00 TOA Q 3-15-2021 2568 . 80 / / 67.90 r0A ! I I s 68.02 TOA PROJECT: 67 99 TOA s�� s s C2019-023 �.5s sw / I I I 68.04 TOA- 20 0 10 20 40 SHEET 256 8 . 00 DIG _ _ I _ _ _ _ � 6�= ATE SCALE MATCH SHEET 4. 7 �` � � MATCH SHEET 4. 7 1"=2 FEET 20' � Q p U MATCH SHEET 4. 3 , i ICI j I MATCH SHEET 4.3DC = a KEYNOTES V o � N / III I cn III O MATCH OFFSITE PLANS CURB, GUTTER, & SIDEWALK UJ U FIELD VERIFY PRIOR TO CONSTRUCTION ■ Z f I o - - - _ III ' I I I III O SAWCUT EXIST. ASPHALT (MIN. 2') FOR SMOOTH Q� Z I I I'I I I I I III TRANSITION TO EXISTING. [IF CONSTRUCTED Q� z III I III NON-SIMULTANEOUSLY. = g I I I I I I I III 30 NOT USED. ■ a w _ 2566 I III I I I I I III I ® CB #E.S.5 (QPw--0.26 cfs, QP2s=0.22 cfs) co N SEE STORM DRAINAGE PROFILE, SHEET 4.10. W Z w I I w III I I III 5 CB #E.S.6 (QPw--0.68 cfs, QP2a=0.57 cfs) U) 2 66.76 TOA J I 0 � W I a I I I I I III / SEE STORM DRAINAGE PROFILE, SHEET 4.10. _W W w 66.61 TOA N I i,I II I I I I I I I I III I © SEE#STORM( DRAT AGEcPROFLE, SHOEETf410. (� II I I I II I I I I I CB #E cfs, cfs) 66.83 TOA FUTURE COMMERCIAL AREA OSEE STORM DRAINAGE PROFILE, SHEET 4.11. � W00 66.60 TOA _j � 66.95 TOO o u.i w / / r - -/ - I IIII I I I o I I III ® CB #E.S.8 (QPw--0.20 cfs, QP2s=0.17 cfs) Q rn / N I e III I I I 13 III I SEE STORM DRAINAGE PROFILE, SHEET 4.10. V w C E. c ° I I I,I I I I I ' I I III I O CB #E.S.9 (QP5o=0.37 cfs, QP2s=0.31 cfs) 6 3 RA 66.53 TOA / 9 I I ICI I I I I III SEE STORM DRAINAGE PROFILE, SHEET 4.10. \ I 66.75 TOA / III •66.76 A 4 00 ° •J I III I I I I III I ® CB #E.S.10 (QP5o=0.26 cfs, QP25=0.22 cfs) �S�pNAL FNc I III III �' II I II III IIIII I II I © SEE STORM DRAINAGE PROFILE, SHEET 410.I CB #E.S.10.A (QP5o=0.21 cfs, QP25=0.17 cfs) Is, Vill 0�3G/�1S5T/2 E0R2 SEE STORM DRAINAGE PROFILE, SHEET 4.11. CB #E.S.10.B (QPo0.33 cfs, QP25=0.28 cfs) 17882 10 ' SEE STORM DRAINAGE PROFILE, SHEET 4.11. 9 ,'41� / �66.58 TOA / I II I� I 1 I I I CATCH BASINS SHALL BE 30" PRECAST MANHOLES ��F OF P\�j 66.61 TOA \ WITH 12" SUMP, TRAFFIC-RATED CAST IRON RING N S. CR II III I I I I I I III III I I & GRATE. 7' INFILTRATION SWALE W/ BSM. SEE DETAIL SHEET 4.12. CHECKED BY: s s \ I cn DAVID A. BAILEY P.E. 66.80 TOA 9 SEE SHEET 4. 1 5 I I I III ® NOT USED. DRAWN BY: r 6.55�OA \ I III II KSC i gp TO,Ol 10' INFILTRATION SWALE W/ BSM. SEE DETAIL SHEET 4.12. FOR TEN MILE RD . � I I III ,C E.S.6 s O I I I III ® 7' INFILTRATION SWALE [SIX PLEX INFILTRATION SWALE] 6 00 �QR`ATE W/ BSM. SEE DETAIL SHEET 4.12. i 5 /f !� III I I I III I 2567.50 FF " II I I GRADING PLAN LEGEND, NOTES 2566.7 DG } I I III a ,ass \ � I I I I I II III I EXISTING CONTOUR (1' z INTERVAL) F w of I I III �/ FINISHED GRADE CONTOUR (2.5 a INTERVAL) n �i v\ 67.25 TOA o I I II 2) N 66.80 TOA ,�° 6- s'�" O 66.97 TOA I III I I I I o o II �- �.5 FINISHED GRADE CONTOUR (0.5' INTERVAL) o 67.05 6 0 TOA To • III I I I I I I III �15.58 TOA FINISHED GRADE TOP OF ASPHALT Lo B E.S.7.A III I I LLI F / N 66.9 OA I I �� I I I I III �15.58 TOC FINISHED GRADE TOP OF CONCRETE (/1 0 7.60 TOA 67.30 T 67.14 TOA I III I I I I�/ III \\ 66.80 TOA � li 1. I /\ 67.8 67.08 T / IH -// / I I 11 \ 15.58 SW FINISHED GRADE AT SIDEWALK = z 66.32 FG a I,I� j I ) / 67.25 T 67.06 TOA " s I I/// ' I I I o I \\\ �\ _�'-15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB \ ( 65.15 FG � .18 TOA [67. ] I�� I I I i cn I I \\ � \ \ I I I i -�\ \\ 4\-15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER *\�15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE 67.36 / 9\ _ _.20 TO } 3 \ D I *"-15.58 EG EXISTING GRADE / N / II I I 1 - \ o CB .5.7 12" C-9 ®0. o �° 7/ / 1 yu W W W W DIRECTION OF SHEET FLOW s \ ;`\' � - C P v I 11.00 FF BUILDING FINISH FLOOR ELEVATION e \ 67.48 TOA ` \ - - - 09 0 I I Y Y . TR E VA WAY 11.00 EG LOWEST EXISTING GRADE WITHIN 6 68 TOA - - - - - -- BUILDING FOOTPRINT 2568.10 FF W A C C E "Y �� ,f 2567.3 DG 677A TOA /f \ ` 68.20 TOA W �% s I I I I I T PEDESTRIAN RAMP (SLOPING DOWN IT- I I I W/ ARROW DIRECTION) 8 - 1 I I I' I I I I I j j RAMP SLOPES MUST MEET ALL ADA GUIDELINES & C 3 / - 68.43 SW CB E.S.$ D REQUIREMENTS. SLOPE,1:12 MAX 67.73 GRATE CROSSSLOPE FLAT LANDINGS FOR MAN ERING. NO 6765 OA I TOLERANCES FOR ADA REQUIREMENTS. 67.80 TOA 67.71 TOA I I i --- NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% -cp SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE - 67-- TOA cry ®❑ I // / ` AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT 2568.40 FF 2568.70 FF - - - ---- h 68.47 TOA I I I I // / SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, 2567.6 DG 2567.9 DG I // I I 68.60 TOA 68.10 FG _W' � 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY 66.43 FG I SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR I / 68.16 TOA I REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. 67.27 TOA SD SD \ ( 0 67.33 TOA _ I g7 0> N 67.15 TOA III I I III �\ I 67.2 68.37 TOA p [67.57 rvc] IIII I 66. 3 0 [MATCH EXISTING] I I I II I \\ I W. PINE AVE. - 66.63 FG I I I II I I I I I IIII \ I I III I I III I \ - - - - - I � z • a a b I III I I I I IIII � �° o III I I I III fi i/ N 1 a F I III I II I I I IIII / I SHEET SHEET SHEET 68.73 TOA° N % � °-I III I I C I II I Hill I / i 4.1 4.2 4.3 68.43 TOA 68.58 TOA I rn I 2569.50 FF I;°` J 2569 . 00 F 2568.8 DG 2568.9 DG �` -- - III I I III I SHEET 68.33TA �s� I ,- 2568 . 20 DG I� I II I IIIILi 68.63 TOA I ii 4.4 Z SHEET SHEET I II I I ° " - III 68.14 TOA I \ " 68.52 TOA N �� i, I III w 3 I ss.ss TOA 12 SDR-35 ®0.24% CB E.S.9 4 5 4 6 a 68.59�0 • � • I LO 12" SDR-35 00.24% 67.94 GRATE I z I � ° a. ° , 12" SDR-35 00.50% j I IIII I I " a 69.32 TOA a. \, SHEET 4.7 68.63 TOA bi I � 68.62 TOA r'-- -- -- -- (' 75 TOA 68. a 68.68 TOA �� ' V -- I W I 68.77 T A 1 69. 1 SW 69.85 SW I 69.44 SW Q 81 EX MAP III I I I I IIII = L i 88.9 TOA 68.23 GR/TE 6 . TOA I fi o 68.17 TOA III I I I ilii I I I INDEX` \ •y IIII I� I I o N ul I � � I fN\ o )) 1 =250 68.85 TOA N I III I I � I IIII I = ul CB E.S.10.13 U 68.2 RATE C .S.10.A CB E. 0 = s 68. TOA s 68.31 G ATE DATE: - - -68.2 oA s �� ,a I III I I I I III I I I 3-15-2021 Q I III I I ' I IIII I I C 0019E 023 M W. LN . P S gg8 56 TOA ' W E WL A N D ( TE) �.\ �� I I II 120 0 10 20 40 SHEET 68.61 TOA w w W Ws III I I , I III 8 �-s .g3 oA 11 SCALE IN FEET MATCH SHEET 4. 7 MATCH SHEET 4. 7 1"=20' C� Q M 1 W. PINE AVE. _ 9 o Q A � GRADING PLAN LEGEND, NOTES KEYNOTES - O:c N -21 OCB #W.12 (QP5o=0.59 cfs, QPss=0.50 cfs) SEE STORM DRAINAGE PROFILE, SHEET 4.8. EXISTING CONTOUR (1 INTERVAL) = C'3 w co O CB #W.13 (QPw--0.34 cfs, QP2s=0.29 cfs) SHEET SHEET SHEET � �/ FINISHED GRADE CONTOUR (2.5' INTERVAL) SEE STORM DRAINAGE PROFILE, SHEET 4.8. Z 4.1 4.2 4.3 �'2>>1 Ste/ FINISHED GRADE CONTOUR (0.5' INTERVAL) O NOT USED. -�\-15.58 TOA FINISHED GRADE TOP OF ASPHALT ® CB #E.S.11 (QP5o=0.34 cfs, QP25=0.29 cfs) ■ a SEE STORM DRAINAGE PROFILE, SHEET 4.10. a SHEET �15.58 TOC FINISHED GRADE TOP OF CONCRETE _ Z N CATCH BASINS SHALL BE 30" PRECAST MANHOLES W Z 4.4 �15.58 sw FINISHED GRADE AT SIDEWALK WITH 12" GRATE.SUMP, TRAFFIC-RATED CAST IRON RING � W U) SHEET SHEET 15.58 Tvc FINISHED GRADE TOP OF VERTICAL CURB 4.5 4.6 z Q NOT USED. �uj 15.58 VG FINISHED GRADE AT LIP OF VALLEY GUTTER © 10' INFILTRATION SWALE W/ SAND. SEE DETAIL SHEET 4.12. Z z �15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE W a 00 7O 10' INFILTRATION SWALE W/ BSM. SEE DETAIL SHEET 4.12. � �15.58 EG EXISTING GRADE rn Lu DIRECTION OF SHEET FLOW ® 7' INFILTRATION SWALE W/ BSM. SEE DETAIL SHEET 4.12. w SHEET 4.7 90 11.00 FF BUILDING FINISH FLOOR ELEVATION 7' INFILTRATION SWALE [SIX PLEXES DRAINAGE SWALE]11.00 EG LOWEST EXISTING GRADE WITHIN W/ BSM. SEE DETAIL SHEET 4.12. BUILDING FOOTPRINT �S\pNAL FNc INDEX MAP 71 PEDESTRIAN RAMP (SLOPING DOWN p�� G\STER� 1 =250 W/ ARROW DIRECTION) - 03/15/2021 RAMP SLOPES MUST MEET ALL ADA GUIDELINES & 17882 REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO TOLERANCES FOR ADA REQUIREMENTS. F OF RP\� NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% N S. C SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT CHECKED BY: SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, DAVID A. BAILEY P.E. 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY DRAWN BY: SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR KSC REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE. 0 F n N W W Q N_ o Ld 20 0 10 20 40 z SCALE IN FEET 1"=20' �. . i °6$56's'w �I _ I � � vV �r,1 -4v �� v . rl� /y I t MATCH SHEET 4. 5 �. MATCH SHEET 4. 5 MATCH SHEET 4. 6 W W W ) �� MATCH SHEET 4. 6 2568 . 00 DG - W W W I I S 8.65TOA _ e 'Z¢2 G ATE l / L` I h 1- _ ---� _ 68.66 TOA 6 3 OA 67.13 FG �� / �� 14 p 1^a6\°\ I 68.56 I I��. 1 68.64 TOA 68.80 FG 4 I 68.64 TDA 1 68.46 TOA C� W12 / I I g L \ � 68.68 TOA 68.82 TO o � � / �\� '� Ohl ZGJ6 I I \ I I I � I I I � � -30 69.30 TOA I 68.70 FG �, 68.22 TOA J / �j 68.86 TOA ® O 1p I' 67.03 FG `L 8 A 68.95 TOA I o 6�.��Ta� �I 68.36 TOA2568 0 I o � I. , 68.03 FG 68.82 TOA / 69.70 FG 68.93 TOA / o / / 68.87 TOA r68.99 TOA _ 21- J t \ 6 ,o // 1' 8.48 TOA 68.24 TOA 68.76 TOA 68.85 TOA 168.89 TOA \� ,,AA 68.53 TOA 67.80 TOA 69.64 SW 68.69 TOA I _ I �, 68.6�5 TOA �'I° / N A A 69.08 TOA 69.18 TOA 69.21 TO _ _-1Lo 68.6 FG \ •// \ 68.58 TOA / 2568.5 ^ v I I I 69.70 FG 68.03 FG A - I-- - - I A 1 � 4 T I 68.5 0 ° I 68.9 EG a � A is \ / v� % _ \P I yX \ 2569.9 FF 2569.9 FF \`16 / / cj /� // V I j68.86\ TOA \ 2569.1 DG 2569.1 DG I I 2570.0 FF I I I 7 / / 2569.2 DG I I I 69.39 TOA G> 2569.5 FF - � ' 2\TO N I Zg6 x • a 68.9 OA 68 41 TOA CLI 2568.7 DG r �% \ // '\// Q I 69.11 A io - - - I - ✓ I I o ° • • . • � �V / V y � \ 69.78 SW I _ • / � � � / 8.89 TO � 6 6 c� I I .. . � 69.16 TOA L----.� _� _ 256 9 . 70 FF I � 68.7 FG T - =� --- � _ i L - - - - - _ CB E.S.11Al2 I I I I -�t686 TOA 68.62 GRATE � I s9 I I \ , 67.97 GRATE - - I : , 4 2568 . 90 DG / v v / / I �- - _ y 3.s9 I o CB �W 13 P F _ 69.30 TOA I o a T �dl O0 I \ / 69.61 SW 9. 0 OA 0 6 0 • \ // 68.50 TOA \ \ 68.79 TOA o .a 68.44 TOA / II 2569.11 DG I I a I I i W 2569. FF � 2569.9 FF - I � 2569.1 DG 2569.9 FIF - -L - 2569.1 DG � 2570.0 FF 2569.2 DG I %686TOA ® I I 1 . 69.12 TOA 69 I N I 1 8 $ .03 TOA 38.92 A ® 25' 20' 8 4q j / 69.80 G10 68.84 TOA 68.95 TOA 68.65 TOA 68.65 TOA ° • 1. 68.71 TOA - - - - - IR d IR IR IRR IRR IRR IRR 68.90 TOA IRR IR IRR P ,I 69.3 FG \ 68.68 TOA IRR IRR IRR [69.3 EG] I 68.81 TOA 6 68.71T0OA 69.5 FG N88.29�39"W 480.429 IR RR IR IRR IRR IRR IR P - 68.93 A [69.4 EG] 69.6 FG [69.5 EG] 69.7 FG 669.55 OTOA [69.7 EG] 69.6 FG_7 I 69.40 TOA [69.7 EG] I II 69.24 TOA I DATE: � i 3-15-2021 C 0019E 023 i SHEET 4o7 C� Q oM 1 � Q 0, � E N w ■- Z co Z •- a N 257 2574 L LI z W � L.L. W w _ z w Ld �� w 257 O W aco 2572 _j cn o w w 257 Q = 2570 �SO4AL FNG Q� 03/15/2021� 256 2568 FINAL GRADE -- OF RP�� Ns. 0 CHECKED BY: 256 - - - 2566 DAVID A. BAILEY P.E. - - - - DRAWN BY: - - - - KSC - - - - - - - - - - - - - - - - - - - - - - - - 256 - - - - - - - - - 9 LF 15" 2564 35 LF 15" SDR 35 ® 0.41 122 LF 15" SDR-35 ® 0.50% 127 LF 18" SDR-35 0 0.50% 2561156 F 18" SDR-35 ® 0.2 % C-9 o ® 0.30% 2562 0 STA: 2+00.00 n INV: 2560.60 CB W.3 CB W.5 N TA:6+38.50 ST :6+95.51 0 256 IM:2566.8s 2560 0 „ CB .1 CB W.2 SUMP:2561.64 SU P:2561.90 w 20 L 18"1 2 ST :5+14.67 INV IN:256 .64 15"S IN IN:2562.90 15"SE N o SDR-35 ® .27% RIM:2565 01 RIM 2565.28 INV OUT:2562.64 15"N I N IN:2563.07 12"SW W o SG TRAP 1S SUMP:2560. 7 SU P:2560.79 IN OUT:2562.9 15"NW � Z 255 STA'2+2 .92 INV IN:2561.47 1 "E INV IN:2562.04 15"S rloz 2558 T-2561.4 18" 1 LF 15" w SUMP:25 9.65 ST :6+75.71 INV I : 2 6165 18"s WEST S TRUNK PROFILE RI :2566.91 INV OUT: 561.00 18"N H R: I "= 0' SUMP:2561.82 INV OUT: 560.65 18" IN IN:2562.82 15"SE _ 255 E R: 1 "_ ' IN OUT:2562.8 15"N 56 11 25 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 e SEE SEWER & WATER SHEETS 5.1-5.5 FOR UTILITY CONFLICTS o 257 2572 w 257 2570 FINAL GRADE 256 - - - - - - - - 2568 - - o EXISTING GRADE � 256 2566 65 LF 1 " 106 LF 12" 62 LF 12" 50 LF 1 " SDR-35 ® 0.34% 93 LF 1 " 79 LF 12" SDR-35 ® 0.24% SDR-35 ® .247. SDR-35 ® .2490 256 F 15" SDR-3 00.35% SDR 35 ® 0.26 2564 CB W.9 CB W.11 256 STA:10+43 01 2562 RIM25677CB W.1 RIM:2567.76 STA 13+35.21 W CB W.8 LSUM*P:256*3'.19 STA:11 08.39 SUMP:2563. 6 IRIM:256,?62 8 RI :2567.97 0 L d STA:9+62.3 INV IN:256 .19 12"SE RIM:25 7.86 CB W.7 RIM:2567.7 INV IN:2564. 6 12"SE SUMP:2 63.62 SUM :2563.97 0 Q = lc�c B W.6 INV IN:256 .19 12"SW SUMP:2 63.34 (� TA:7+8 .07 STA:8+6 .76 SUMP:2562 75 " INV IN: 564.34 12 SE INV OUT:256 .46 12"NW INV IN:2 64.62 12"SW INV OUT:2564. 7 12"NE RIM:256 .61 INV OUT:2 64.19 12 N IM:256 .86 INV IN:256 .92 12"SEINV 564-34 " INV OU 2564.62 12 NW 256 CO SUMP:2 62.27 " INV OUT:25 3.75 14 NW 2560 INV IN:2 63.27 15"SE INV IN:2 63.55 14 E P /� + = INV OUT 2563.27 15 NW INV IN:2 63.72 12"SW �J J r--- 89 LF 15 INV OUT:2563.47 15" W DATE: 255 SDR-35 0 0.41% 2558 3-15-2021 PROJECT: WEST S TRUNK PROFILE rC2019-023 Q H R: 1 "= 0' SHEET ER: 140871 255 60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10 00 10 20 10 40 10 60 10 80 11 00 11 20 11 40 11 60 11 80 12 00 12 20 12 40 12 60 12 80 13 00 13 20 13 ?��56 C� Q oM 1 � Q 0, � E N w ■- Z co Z •- a N W Z � cc W W Ww w U � W am cno ww 257 2572 257 2572 257 2572 � w �S�pNAL FNG Q �G\S TE,Q�o'�'� 257 2570 257 2570 257 FINAL GRADE 2570 03/15/2021 FINAL RADE N� H2 FINAL GRAD 9�F OF'� - ��'�N CRP�C� 256 2568 256 2568 256 - - _ - 2568 S. - - EXISTING GRAD CHECKED BY: - - DAVID A. BAILEY P.E. DRAWN BY: KSC EXISTING GR4,DE 256 2566 256 63 566 256 2566 EXISTING GRADE 80 LF 12" 12" 80 L SDR-35 0,40q� SDR-35 0.4090 256 12 2564 256 2564 256 2564 SDR-35 0.407 0 F n 256 2562 256 2562 256 2562 N A:10+43.01 0 B W.7.A CB W.7 C 3 W.9.A RIM:2567.76 A:2+82.55 TA:8+66.76 STA:2+82.55 S MP:2563.19 IM:2567.64 RIM:2567.61 RIM:2568.04 INV IN:256 .19 12"SE N o CB W.S.A INV IN:256 I 12"SW W 256 CB w.5 2560 256 SUMP:2563.0 " L2560 256 SUMP:2563.51 2560 � Z R M:2567.02 IM:2567.01 I OUT:2564 04 12 NE INV IN:256 .55 14"SE I OUT:2564. 1 12"NE IM:2567.04 S MP:2562.39 SL MP:2561.90 INV IN:256 .72 12"SW INV OUT:2563. 9 12"NE INV IN:256 .90 15"SE INV OUT:25 3.47 15 NW W INV IN:256 .07 12"SW 255 " 2558 255 2558 255 2558 WEST S - W.5.A SPUR PROFILE WEST S - W.7.A SPUR PROFILE WEST S - W.9.A SPUR PROFILE LWHOR: "=20' HOR. "=20' HOR. "=20' e VER: 1 "=2' VER: 1 "=2' VER: 1 "=2' 25 +00 2+80 2+60 2+40 2+20 2+00 1 0 +8�556 25Y+00 2+80 2+60 2+40 2+20 2+00 1 +8�556 25 +00 2+80 2+60 2+40 2+20 2+00 1 +8�556 SEE SEWER & WATER SHEETS 5.1-5.5 FOR UTILITY CONFLICTS o I r 257 2570 257 2570 II�� 256 2568 2568 2568 r � FINAL GR DE :71 256 2566 2566 FINAL GRADE 2566 e o 256 / 2564 256 _ - _ - - - 2564 / - EXISTING GRADE EXISTING GRADE 138 LF 12" 2" 73 LF 2" 30 LF 12" 256 1 5 LF 12 2562 256 _ 6 L 1 _ OX S R-35 ® 0.50% STA. 2+00.00 40 L 15" C-9 0 ® 0.39� SDR-35 ® 0.249i; INV: 2560.55 SDR-35 0 0.17% 256 2560 256 2560 STA: +93.90 CB CEN.2 RIM: 565.50 STA:3+64. CB CEN.3 SUMP: 560.95 0 SG TRAP CEN CB CEN 2 0 RIM:2564.45 IN IN:2561.95 12"NE 255 STA:2+44. 0 STA:3+64. 2558 255 CB CEN.1 SUMP:2560. 1 A:4+19.50 RIM:2564.60 INV IN:256 .28 8"S 2558 SU M P:2559.62 SUMP:2560. 1 RIM:2564.74 INV IN:2561. 1 12 SUMP:2560.59 IN OUT:2561. 5 12 INV IN:2561. 1 12"E INV IN:2561.59 12"E CB CEN.5 P /� INV IN: 560.97 12"S INV IN: 561.41 12 SUMP:2560.7 INV OUT:2561.41 12"N INV OUT:2561.59 12"W STA:5+26.52 �J , INV OU :2560.62 15 N INV IN: 561.41 12 E INV OUT:256 .74 12 E RIM:2565.50 INV OU :2561.41 12 N SUMP:2561.10 DATE: 255 2556 2556 INV OU :2562.10 1 "SW 2556 3-15-2021 PROJECT: CEN S - N - RUN PROFILE CEN Sl E-W RUN PROFILE HOR: 1 "=20' HOR: 1 "=20' SHEET VER: 1 "=2' 25 VER: 1 "=2' 25 2551 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 54 2551 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 54 C� Q oM 1 � Q 0, � E N w ■- Z co Z •- a N Lu Z � cc W � Ww w U � W am cno ww V � w 257 W 2572 O Ld 0 N O (n 257 = 2570 Q 03/15/2021 17882 9�F O Cc) � �N S. CRP\ 256 2568 Q CHECKED BY: DAVID A. BAILEY P.E. FINAL GRAD DRAWN BY: KSC 256 - - - - - 2566 256 - - - 2564 _ - EXISTING GRADE 99 LF 12" 68 LF 12» S R-35 0 0. 0% " 33 LF 15" S R_35 ® 0. 5% o Al LF 15" 7 SD -35 ® 0.2 % F LF 15 256 " 2 LF 16 SDR- 5 ® 0.30% C-9oo ® o 2562 . 5% N LF 8" SDR-35 ® 0.20% W 0 STA. 2+00.00 SD 35 0 0.20% INV: 2560.60 CB E.S.6 w a STA:6+6 .03 N o RIM:2566 00 W o 256 CB E.S 3 STA:4+61.4 2560 Z ST :5+95.41 INV IN:2 62.93 12" CB E.S. CB E.S.2 STA:3+ 8.38 RIM:2565.20 LRIK :2566.23 INV OUT: 562.93 12" W STA:2+81.3 STA:3+45 42 RIM:L561.64 SUMP:2560. 5 SU P:2561.18 W SG TRAP E.S SUM4 INV IN:2561 85 15"S IN IN:2562.43 12"SE RIM:2565.27 RIM:2565 20 ST :2+35.39 SUMP:2560. 9 INV 15 S INV IN:2562 43 8"W IN OUT:2562.1 15"N255 SUMP:25 .41 " " 2558 SUM :2559.66 INV OUT:2 1 2. 16 SE INV IN:25 1.50 15"SEIN I ' I V IN:2561.0 18"SE INV OUT:25 1.09 18"NW INV OUT: 561.41 16"NW EAST SID TRUNK PROFILE LL w J� INV OUT:2560. 6 18"NW H R: 1 "= 0' e 255 ER: 1 "_ 2556 0 Z +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 SEE SEWER & WATER SHEETS 5.1-5.5 FOR UTILITY CONFLICTS o I r 257 2572 � I� 257 FINAL GRADE 2570 256 - - - - 2568 -j - - _ - EXISTING GRADE o 256 2566 32 LF 12" C-900 .66% 91i LF 12" S R-35 ® 0. 0% r SDR- 5 ® 0.60% 256 2564 30 99 LF 12" SDR SDR-35 ® 0.40% CB E.S.9 CB E.S. 0 STA:8+93.51 RIM:256 .3 8 CB E.S.11 0 F- C E.S.8 RIM:2567.94 SUMP:2 64.01 STA:10+21. 6 256 " INV IN:2 65.01 12" 2562 LRIM:2567.73 I V IN:2564.85 12 S SUMP:2563. 2 0 = CB E S.7 SUMP:2563.29 I V OUT:2564.85 12"N INV IN:2 65.01 12 INV OUT:25 5.62 12"N . (n STA:7+6 .77 " INV OUT 2565.01 12 N O RIM:256 .36 I IN:2564.29 12 S O (n SUMP:256 .32 I OUT:2564. 9 12"NW 256 = 2560 INV I :2563.32 1 "E INV OU :2563.32 12 NW Q = (, DATE: 255 2558 3-15-2021 PROJECT: Q EAST SD TRUNK PROFILE C2019-023 H R: 1 "=20' SHEET ER: 1 "=2' 255 +80 00 7+ 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10 00 10 20 10 40 10 ?� 56 C� Q oM 1 � Q 0, � 2 N w ■- Z co Z •- a N W Z � cc W � Ww w U � W am cno ww 257 2572 257 2572 v � w �S�pNAL FNG G`srER 257 2570 257 2570 03/15/2021 FI AL GRAD U�) , 82 9�F O F'�\Q` 2568 568 256 7777f- 2568 S. EXIS PING GRAD CHECKED BY: DAVID A. BAILEY P.E. - - - - - - - - - - _ _ DRAWN BY: KSC 2566 EXISTING GRADE 2566 2566 73 LF 12" 2566 SDR-35 ® 0.247. 256 00 LF 12" -900 ® 0.3 2564 256 2564 CB E.S.10.A CB E.S.10.6 ST :2+25.66 CB E.S.10 STA:3+00.16 RI :2568.23 STA:9+27.28 0 RIM:2568.24 SUM :2564.07 RIM:2568.31 n 256 2562 256 " 2562 CB E.S.7 S A3+02 1 INV OUT:256 .24 12"E I OUT:256 .07 12"E INV IN:2565. 1 12 S W INV IN:2565. 1 12"W � STA:7+65.77 RIM:2567.0 24 LF 1 INV OUT:256 .01 12"N w RIM:2567.36 UMP:2562.7 SD -35 ® 0.2 % N o SUMP:2562.3 " INV OUT: 563.70 12 V) 256 " 2560 256 2560 w z INV IN:2563. 2 12 E INV OUT:256 .32 12"NW w 255 2558 255 83 558 DA E.S.7.A SPUR PROFILE SID 5. 10 S UR PR FILE JJ- J fJ- f L W H R. 1 - 0 HOR. -20 L 255 ER: 1 "_ 2556 25 VER: 1 "=2' e 5 556 0 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1 +80 1 +6A SEE SEWER & WATER SHEETS 5.1-5.5 FOR UTILITY CONFLICTS o 256 2568 256 2568 FINAL GRADE ------, J� 256 2566 256 2566 FINAL GRADE 0 256 2564 256 2564 _ EXIST NG GRADE - - e o 256 " 2562 256 2562 STA. 2+00.00 C-9 0 ® 0.20% STA. 2+00.00 INV: 2560.60 INV: 2560.60 STA. 2 97.98 256 INv: 61.13 2560 256 2560 CAP PIPE MARK TO SURFACE 22 F 18" 23 LF 12" SDR-35 ® 0.20% SG TRAP COMM SDR-35 ® 0.24% 0 STA:2+2 7.45 SG TRAP E.N CB E.N 255 SUMP:2 9.64 2558 255 2558 5 RIM:256 .33 INV IN:2 60.99 18" SUMP:255 .65 RIM:2 64 2560. INV OU 2560.64 18 INV I :2561.00 12"E INV OU 560. 5 INV 0 T:2560.65 1 "W 0 INV OUT:25 1.05 12"W o 255 2556 255 9 LF 12" 2556 S R-35 ® 0. 0% VI DATE: 255 2554 255 2554 3-15-2021 PROJECT: D FUTURE COMM PROFILE SD LINE E N PROFI E C2019-023 H R: 1 "= 0' HOR: 1 "=20' SHEET ER: 1 "_ 25 VER: 1 "=2' 25 255 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 52 255 +80 2+00 2+20 2+40 2+60 2+80 3+00 52 Q O U Q C i GRADING NOTES AND VOLUMES: Oct C 0 TOP OF FILL V FILL SLOPE J N NOTE: STRIP VOLUME [12" STRIP] = t21,726 cy CUT � � 1. CONVEYANCE SWALES TO EXTEND TO ALL DOWNSPOUT PARKING LOT EXCAVATION TO SUBGRADE (FROM STRIPPED SURFACE) L Z LOCATIONS THAT DO NOT DRAIN DIRECTLY INTO CUT TO SUBGRADE= ±845 cy Z INFILTRATION SWALE. FILL TO SUBGRADE= t2,140 cy 2. CONVEYANCE SWALES MAY SERVE MULTIPLE BUILDINGS NET = t1,295 cy FILL THAT DRAIN TO SAME INFILTRATION SWALE 3. TOP OF BANK AT POINT FARTHEST FROM INFILTRATION NET EXCAVATE UTILITIES, SD FACILTIES = t1,493 cy CUT •,�^ _o SWALE SHALL MATCH TOP OF INFILTRATION SWALE. �I H 2:1 MAX NATURAL SLOPE 4. GUTTERS MAY BE PIPED DIRECTLY TO INFILTRATION SWALES WITH USE OF NDS POP-UP DRAIN EMITTER OR CUT/FILL TO FINAL GRADE (FROM STRIPPED SURFACE) W Z w FILL SOILS - ON SITE I APPROVED EQUIVALENT. CUT TO FIG = ±333 cy 5. SWALES ARE SHOWN IN PLAN VIEW THROUGHOUT FILL TO FIG = ±27,795 cy � W MATERIAL AS APPROVED I W w BY GEOTECHNICAL ENGINEER I GRADING PLAN SET. CONTRACTOR TO ROUTE SWALES NET = ±27,462 cy FILL I NECESSARY.0 AROUND AC UNITS, OTHER OBSTRUCTIONS AS NET IMPORT = t5,538 cy FILL C3 Q0 U) I -I Z w M <5 ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL W < o m Q I J SURFACE MODELS DEPICTED ON THIS GRADING PLAN. THESE J U) - � 0 1 REMOVE UNSUITABLE I BUILDING DRAINAGE NUMBERS MAY VARY DUE TO ACTUAL SOIL COMPACTION AND SOIL w Ji O 0 MATERIAL a o + + + + + + �+ CONVEYANCE SWALE SHRINKAGE. w O BENCH HEIGHTS SHALL m NOT EXCEED 5 FEET +a + + + + + TYPICAL LAYOUT NOTE: EARTHWORK CALCULATIONS DO NOT INCLUDE CUT/FILL p+ + + �+ NOT TO SCALE REQUIRED FOR ROADWAY WIDENING(S) ALONG SITE FRONTAGE QB �H/5 OR 2' MIN + + + + + + ++ CUT/FILL REQUIRED IN FUTURE COMMERCIAL AREA. STRUCTURAL FILL PLACEMENT \ + + + C)S\(3NAL FNG KEY MUST BE PROVIDED PER IBC \ + + + + NOTE: SURFACE MODEL GRADES TO DESIGN GRADES SHOWN ON �� G\STF J107.3 IF FILL HEIGHT EXCEEDS 5 BASED ON 2012 IBC FIGURES J107.3 & J108.1 \ + + + BUILDING PADS. CALCULATIONS DO NOT ACCOUNT FOR IMPORT OF �� Q-� RFo F� VERTICAL FEET. NOT TO SCALE \ 3/4 FREE-DRAINING GRANULAR MAT MATERIAL RECOMMENDED 03/15/2021 \ BELOW SLAB-ON-GRADE FOUNDATIONS (SEE GEOTECHNICAL REPORT 17882 \ BY MTI, DATED JUNE 25, 2019) OR IMPORT OF ANY PARKING AREA U, - SECTION MATERIAL. SITE GRADING \\\ � OF POSSIBLE DOWNSPOUT LOCATION F�F 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. 10N S. C 2. A CONSTRUCTION PROJECT SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE PERIODICALLY UPDATED IF CONDITIONS OR SCHEDULES CHANGE. CONSTRUCTION SHALL BE SCHEDULED TO MINIMIZE SOIL DISTURBANCE. ALL DISTURBED SURFACES SHALL BE STABILIZED IN A CHECKED BY: TEMPORARY OR PERMANENT MANNER AS APPROPRIATE DURING CONSTRUCTION TO PREVENT SOIL EROSION. DAVID A. BAILEY P.E. DRAWN BY: 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY MATERIALS KSC TESTING & INSPECTION DATED JUNE 25, 2019. 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND WASTED OR STOCKPILED FOR USE IN FINE GRADING. 5. PRIOR TO COMMENCING STRUCTURAL FILL, THE EXISTING SITE DEBRIS MUST BE REMOVED, THE NATIVE SOILS STRIPPED OF ALL ORGANIC MATERIAL, NOTE: DISTANCE TO STOCKPILES OF SUITABLE MATERIAL SHALL BE SEGREGATED FROM UNSUITABLE MATERIALS. ALL WASTE AND HIGHLY ORGANIC OR OTHERWISE CONTAMINATED BUILDING VARIES. SOILS SHALL BE REMOVED FROM THE SITE AND NOT STOCKPILED FOR ANY PERIOD OF TIME. WHERE PRACTICAL, STOCKPILES OF MATERIALS TO BE USED AS STRUCTURAL FILL SHALL BE PLACED ON NATIVE, STRIPPED SOILS TO PREVENT CONTAMINATION. 6. EXACT REMOVAL DEPTHS OF ORGANIC MATERIALS SHALL BE DETERMINED DURING GRADING OPERATIONS BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE ~3'~ AND/OR THE PROJECT ENGINEER, AND SHALL BE BASED ON SUBGRADE SOIL TYPE, COMPOSITION, AND FIRMNESS OR SOIL STABILITY. �p 7. ALL MATERIAL USED FOR STRUCTURAL FILL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL AS DESCRIBED IN THE GEOLOGY AND GEOTECHNICAL REPORT. STRUCTURAL FILL MUST BE USED WHERE FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE RECOMMENDED BY REFERENCED GEOTECHNICAL 1J zo REPORT. �JN 8. STRUCTURAL FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOLOGY AND GEOTECHNICAL REPORT AND COMPACTION SHALL BE SUPERVISED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE AND/OR THE PROJECT ENGINEER. MATERIAL SHALL BE PLACED IN 8" LIFTS UNLESS o OTHERWISE APPROVED BY THE GEOTECHNICAL ENGINEER. CONVEYANCE SWALE 9. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR BUILDING LOTS TYPICAL SECTION w OR D 698 FOR ROAD AREAS. ONE IN-PLACE DENSITY TEST PER LIFT SHALL BE CONDUCTED FOR EVERY 5000 SQUARE FEET OF LIFT AREA FOR BUILDING NOT TO SCALE N STRUCTURES (ONE PER LOT) OR FOR EVERY 100 LINEAR FEET OF LIFT AREA IN PARKING AND DRIVEWAY AREAS. > Lu o 10. SHALLOW EXCAVATIONS THAT DO NOT EXCEED 4 FEET MAY BE CONSTRUCTED WITH SIDE SLOPES APPROACHING VERTICAL. BELOW THIS DEPTH, SLOPES � z SHALL NOT EXCEED 1-1/2 FOOT VERTICAL TO 1 FOOT HORIZONTAL. NOTES: / BANKS OF SWALE CAN BE WIDENED TO AVOID ABRUPT DITCHES BETWEEN BUILDINGS. P /� 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET HORIZONTAL. GRADING CONTRACTOR/LANDSCAPER CAN SHEET v , FLOW RUNOFF AWAY FROM STRUCTURES TO n 12. PRIOR TO PLACEMENT OF STRUCTURAL FILL, THE GROUND SHALL BE PREPARED IN ACCORDANCE WITH APPENDIX J, 'GRADING' OF THE INTERNATIONAL INFILTRATION SWALES IN LIEU OF CONSTRUCTING V , BUILDING CODE. FIGURE J107.3 AND AS DIRECTED BY THE PROJECT ENGINEER AND/OR THE GEOTECHNICAL ENGINEER. CONVEYANCE SWALES PENDING INTERNATIONAL BUILDING CODE REQUIREMENTS ARE MET: 6" 13. ALL FINAL GRADING SHALL EMPLOY SLOPE ROUNDING AT TOPS OF SLOPES AND AT CHANGES IN HORIZONTAL SLOPE ALIGNMENT TO FACILITATE DROP IN FIRST 10' AWAY FROM STRUCTURE W/ I I REVEGETATION AND PROVIDE AN ASTHETICALLY ACCEPTABLE APPEARANCE. 2" DROP THEREAFTER. w 14. DURING ALL GRADING OPERATIONS AND UNTIL THE ESTABLISHMENT OF PERMANENT REVEGETATION, THE CONTRACTOR SHALL PROVIDE EROSION AND e SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED STORMWATER PREVENTION PLAN. W o NEAREST EDGE OF NEAREST EDGE OF NEAREST EDGE OF INFILTRATION LENS INFILTRATION LENS INFILTRATION LENS MUST BE 4.0+ FT MUST BE 4.0+ FT MUST BE 4.0+ FT W FROM EDGE OF FROM EDGE OF FROM EDGE OF NOTE: DISTANCE TO NOTE: DISTANCE TO BUILDING FOUNDATION. NOTE: DISTANCE TO BUILDING FOUNDATION. NOTE: DISTANCE TO BUILDING FOUNDATION. BUILDING VARIES. BUILDING VARIES. LETTER FROM BUILDING VARIES. LETTER FROM BUILDING VARIES. LETTER FROM 0STRUCTURAL ENGINEER STRUCTURAL ENGINEER STRUCTURAL ENGINEER WILL BE REQUIRED WILL BE REQUIRED WILL BE REQUIRED 1 10'- �10'1 =7 j ~7 o MAX WATER o MAX WATER NOTE: BSM LENS IS N DEPTH = 1.30' N DEPTH = 1.30' CONTINUOUS UNDER •• •3� - �� _ SIDEWALK CONNECTIONS. "' .31 - �, 2" DRAIN ROCK •• 3� �1 COVER (OPTIONAL) y z = - NO SOD OVER z Q �z 00 SAND LENS co CREATE POSITIVE SLOPE OF _ _ _ CREATE POSITIVE SLOPE OF CONTT. BSM LENS O..11% MINEATE PTTOI BISM LENSVE E OF _ _-_-_ 0.1% MIN TO SAND LENS 0.1% MIN TO BSM LENS _ _ _PER SPECIFICATION - CONTT. BSM LENS ----- CONTT. SAND LENS -_-_- FILTER FABRIC SIDES & TOP CONTT. BSM LENS -_-_- THIS SHEET PER SPECIFICATION - (ASTM C-33 ----- OF INFILTRATION WINDOW PER SPECIFICATION ----- THIS SHEET _-_-_ SAND REQUIRED) THIS SHEET -_-_- CAPACITY OF =-_- -_-_- -_-_- SWALE S SHOWN =---- EXCAVATE TO -_-_- CAPACITY OF EXCAVATE TO - - - / EXCAVATE TO _-_- SURFACE CAPACITY OF EXCAVATE TO _-_- CAPACITY OF INFILTRATING LAYER AS -_- - SWALE AS SHOWN INFILTRATING LAYER AS -_-_- INFILTRATING LAYER AS -_--_--_ SWALE AS SHOWN INFILTRATING LAYER AS -_-_--_- SWALE AS SHOWN SHOWN IN PLAN VIEW SHOWN IN PLAN VIEW - - - SHOWN IN PLAN VIEW SHOWN IN PLAN VIEW ^ 8.33 ft 3/ft 4.08 ft 3/ft 4.08 ft 3/ft SHEETS 4.1-4.7. BACKFILL SHEETS 4.1-4.7. BACKFILL SHEETS 4.1-4.7. BACKFILL SHEETS 4.1-4.7. BACKFILL w w WITH REJECT SAND OR w w WITH REJECT SAND, BSM w WITH REJECT SAND, BSM w WITH REJECT SAND, BSM r 0 OR -3/4" CRUSHED 0} OR -3/4" CRUSHED o g VOID CAPACITY OF OR -3/4" CRUSHED o g -3/4" CRUSHED GRAVEL g GRAVEL _g GRAVEL z SWALE AS SHOWN GRAVEL z 0 0 24" z z 24" z z 36" z z 1.80 ft^3/ft 1 g" z z 0 N N N� N J J li a z L� z z Z Z 10' INFILTRATION SWALE 10' INFILTRATION SWALE Q 7 INFILTRATION SWALE W f FILTER SAND WZ BSM 0 (SIX-PLEX SWALE) 7' INFILTRATION SWALE TYPICAL SECTION TYPICAL SECTION Q TYP I CAL SECTION TYPICAL SECTION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE CONSTRUCT SAND OR BSM AS SPECIFIED IN PLAN VIEW, SHEET 4.1-4.7. 0 BIORETENTION SOIL MIX SPECIFICATIONS NOTE: BSM HAS INFILTRATION RATE OF HIGH GROUNDWATER IS ANTICIPATED. IF GROUNDWATER IS DATE: 60% SAND 5 IN HR 4 IN HR RECOMMENDED IN ENCOUNTERED AT ELEVATIONS WITHIN 3' OF THE BOTTOM OF NOTE: NOTE: 3-15-2021 20% SANDY LOAM SILT, SAND, CLAY GEOTECHNICAL REPORT ...NATIVE THE DRAINAGE FACILITY, CONTACT DESIGN ENGINEER IMMEDIATELY CONTRACTOR TO NOTIFY DESIGN SIDE SLOPES NOTED ON SWALE PROJECT: ( ) ] ENGINEER OR QUALIFIED DETAILS ARE MAXIMUM SLOPES. 20% COMPOST MATERIAL ACTS AS LIMITING LAYER; FOR REDESIGN. UNTIMELY NOTIFICATION OF THE ENGINEER MAY GEOTECHNICAL ENGINEER TO SLOPES CAN BE SHALLOWED BY C2019-023 INFILTRATION RATE OF 4 IN/HR USED RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. REFER TO WITNESS EXCAVATIONS TO EXPANDING TOP OF BANK AS SHEET NOTE: BSM MUST BE IN CONFORMANCE IN DRAINAGE CALCULATIONS. GEOTECHNICAL REPORT BY MTI, DATED JUNE 25, 2019. FREE-DRAINING MATERIAL. PROVIDE NECESSARY/DESIRED TO SMOOTH WITH BOISE CITY STORMWATER DESIGN 24 HOURS MINIMUM NOTICE FOR GRADING AND AVOID ABRUPT MANUAL, APPENDIX C. OBSERVATION(S). GRADE CHANGES OR CONTOURING. C� Q oM 1 � Q 0, � 2 N w ■- Z co Z •- a N W Z � cc W C/) Ww w U � W a00 C/) o ww V � w �S�pNAL FNG �G\S TE,Q�o'�'� F 03/15/2021 9�E OF EMBANKMENT AND DIVIDER PROVIDE METAL CLEANOUT LID TO BE FLUSH CHECKED BY: BERM MATERIAL PER SOILS END SECTION W/ WITH LANDSCAPE OR DAVID A. BAILEY P.E. ENGINEER AND COMPACTION TRASH RACK & ASPHALT/CONCRETE DRAWN BY: TO 95% REQUIRED (PER RIP RAP AT PIPED KSC AASHTO T180). INLET(S) PROVIDE GRADE RINGS 2563.50 AS NEEDED 12" MAX I � _ TOP OF STRUCTURE -FP' STRUCTURE TO BY PRECAST SUPPLIER HAVE HS 25 TRAFFIC w 3.5H:1V BIORETENTION SOIL MIX SPECIFICATIONS RATED TOP. rTOP 0o w I I_ 60% SAND OF BAFFLE ~ 20% SANDY LOAM (SILT, SAND, CLAY) 20% COMPOST ENTIRE BOTTOM IS BSM LENS I I- NOTE: BSM MUST BE IN CONFORMANCE zo 2560.50 WITH BOISE CITY STORMWATER DESIGN BAFF LE F Z - MANUAL, APPENDIX C. a - MIN. 3' SEPARATION SPACING w ED m ' FROM SEASONAL HIGH J OF BAFFLE BOTTOMENV w 0o NOTE: BSM HAS INFILTRATION RATE OF G.W. 5 IN/HR [4 IN/HR RECOMMENDED IN \��,O GEOTECHNICAL REPORT]...NATIVE 2557.50 MAX MATERIAL ACTS AS LIMITING LAYER; Ld INFILTRATION RATE OF 4 IN/HR USED V) o VARIES, EXTEND 12" MIN INTO INFILTRATING HIGH GROUNDWATER IS ANTICIPATED. IF IN DRAINAGE CALCULATIONS. TYPICAL > La z LAYER WHERE LENS IS SPECIFIED. BACKFILL W/ GROUNDWATER IS ENCOUNTERED AT ELEVATIONS SAN D f G R EAS E TRAP REJECT SAND, -3/4" CRUSHED GRAVEL, CLEAN WITHIN 3' OF THE BOTTOM OF THE DRAINAGE PIT-RUN OR BSM. NEAREST EDGE OF FACILITY, CONTACT DESIGN ENGINEER IMMEDIATELY INFILTRATION LENS MUST BE 10+ FT FROM FOR REDESIGN. UNTIMELY NOTIFICATION OF THE PRIVATE (PER I S PWC S D-624) EDGE OF BUILDING FOUNDATION. ENGINEER MAY RESULT IN ADDITIONAL COSTS TO V THE CONTRACTOR. REFER TO GEOTECHNICAL 40 0 20 40 80 -NTS- I CONTRACTOR TO NOTIFY QUALIFIED REPORT BY MTI, DATED JUNE 25, 2019. NOTE: J B0170M GEOTECHNICAL ENGINEER AND/OR PROJECT CONTRACTOR TO NOTIFY DESIGN ENGINEER ENGINEER TO WITNESS POND EXCAVATION. GEOTECHNICAL OQENGINIE R TO SCALE IN FEET TABLE OF SAND AND GREASE WITNESS EXCAVATIONS TO 1"=40' TRAP DIMENSIONS Q TYPICAL PRIVATE INFILTRATION FREE-DRAINING MATERIAL. PROVIDE BASIN SECTION 24 HOURS MINIMUM NOTICE FOR OBSERVATION(S). VAULT SIZE BAFFLE INV. IN. TOP OF INV. OUT 19 LF 18" SDR-25 00.25% -NTS- DESCRIPTION (GAL) SPACING (IN) BAFFLE INV ®SG TRAP W-1: 2560.55 INV ®POND: 2560.95 S&G TRAP #W-1 1000 20 2561.00 2560.90 2560.65 Q -------------------_ W. MILL AVL. S&G TRAP #W-2 1000 20 2560.95 2560.85 2560.60 - - - - - - - . - - - - - - -' - - - - - -- - - - - - - - - - - - - - - - - - - - - - - S&G TRAP #CEN 1000 20 2560.97 2560.87 2560.62 p � 532' 2 LF 18" SDR-25 02.50% o - 2563.5 S&G TRAP #E.N 1000 20 2561.00 2560.90 2560.65 INV ®SG TRAP W-1: 2561.00 0 2560.5 2560.5 INV ®SG TRAP W-2: 2560.95 _ o ' '2563.5 - 2560.5 S&G TRAP #COMM 1500 24 2560.99 2560.89 2560.64 Q S&G TRAP #E.S 1500 24 2561.01 2560.91 2560.66 Z r -l � �� p f• -- - \ -- I 'NORTH POND' PLAN VIEW 1"=40' o I z W 0 z Q Q o L.L V DATE: 3-15-2021 PROJECT: C2019-023 SHEET ■ Q O U Q c i MENEM co Oct N J N 2'-0" Z -0 L � 7" 10" 1'-2" 1" BATTER W Z WIDTH PER PLAN 1/2" R. 6 1 Z FULL BOND WITH RE ZI— ° TOOLED JOINT N WELD 1000 EPDXY IN 1" R. CONCRETE " MENEM 1" BATTER ACCORDANCE WITH THE " R=1/2 MANUFACTURERS o R=1/4" R=9 — o g PAVEMENT SPECI— FICATIONS. v ° ° ASPHALT MAT cV = (� w W Z SEE D-2 � � � � 1.75% f.25% SLOPE � N �11IIIIIIIII1 � � � . Lij x x x a �x x x x III—III—III=III 8" 1-11 11 1 v M w�+ � og o xoo o�xxx xx xx'°`xx xx xx*xxxx x xxx x xxx x 0 x�k�x�o % x ASPHALT PAVEMENT NOTES: NATURAL - � �� a v • v • v �p W � �x EARTH GRAVEL o • = Z w X X XR x x x A. GRADE AND ALIGNMENT TO BE ESTABLISHED BASE 6 a , v • ■� x xxx x SLOPE PER PLAN BY THE ENGINEER AND THE PUBLIC AGENCY l j v xxx x HAVING JURISDICTION. 1 Z M x x x 6" EXTRUDED CURB DETAIL N W o 00 2" OF 3 4" MINUS �°' N x x B. CONTINUOUS PLACEMENT PREFERRED, SCORE -NTS- _ ui CRUSHED GRAVEL x x X. x INTERVALS MINIMUM EIGHT FEET. w -i C. MATERIALS AND CONSTRUCTION IN NOTE: AGGREGATE BASE NOTE: CONSTRUCT VERTICAL w NOTE: CROSS SLOPE SHALL NOT EXCEED COMPLIANCE WITH ISPWC SPECIFICATIONS. THIS DETAIL IS SHOWN AS ALTERNATE TO CURB W VERTICAL CURB DETAIL THIS SHEET. SD-701/ GUTTER PER ISPWC THICKENED EDGE SIDEWALK DETAIL 2.00% AT ANY SIDEWALK, HANDICAP D. BACKFILLS AS PER ISPWC SECTION 706. CONTRACTOR SHALL OBTAIN APPROVAL FROM PARKING OR OTHER ACCESSIBLE ROUTE - ENGINEER IN WRITING FOR ALL PROPOSED —NTS— THERE IS NO TOLERANCE ALLOWED ABOVE E. SECURE RIGHT OF WAY PERMIT BEFORE LOCATIONS. pNAL FNG 2.00% CONSTRUCTION IN PUBLIC RIGHT OF WAY. ROLLED CURB & REFER TO LANDSCAPE PLANS FOR ANY GUTTER QUO �03/15/2021� 6 VERTICAL CURB N O CURBING SPECIFIED OUTSIDE [OR DIRECTLY ADJACENT TO] DRIVE LANES. SECTION 17882 GUTTER - SD-701 A NOT TO SCALE NOT TO SCALE r 921 OF \0 Q) /N S. CAP\ CHECKED BY: DAVID A. BAILEY P.E. HANDICAPPED PARKING SIGN DRAWN BY: (VAN SIGN AT VAN STALLS) KSC SIDEWALK / \ 7 1 F ' 9'-01, 7'-0' 9' SL. SIDEWALK SL. 1: 14 C�Re 1: 14 2 1/2" ASPHALT SIDEWALK �sr.� �lSp� 4" OF 3/4" MINUS CRUSHED SD z AGGREGATE ��0� - ASPHALT o�o�o�o��%� 9'-0„ 12" OF 6" MINUS PIT RUN (PARKING) 0 000000�� 0000000000� 14:1 MAX _\ 9'-0" WIDE MIN. AT VAN DETECTABLE WARNING ACCESSIBLE STALL SEE z o Q = ISPWC SD-712 24" DEEP SITE FOR DIMENSIONS o PARKING LOT o w MIN. FULL WIDTH SIDEWALK LANDING.F Lio Li SECTION \ NOT TO SCALE w o i � z NOTE: CROSS SLOPE SHALL NOT EXCEED HANDICAP RAMP DETAIL NOTE: 0 2.00% AT ANY SIDEWALK, HANDICAP —NTS— -- PARKING OR OTHER ACCESSIBLE ROUTE - SIGN VERBIAGE AND �� THERE IS NO TOLERANCE ALLOWED ABOVE STRIPE COLORS TO a \01 2.00% COMPLY WITH STATE AND/OR FEDERAL REGULATIONS. I ' I 4" PAINTED STRIPE, TYP. W J� e WIDTH PER PLAN o W 1.75% f.25% SLOPE CONCRETE x x °x x x xxx xx xxxx xx x xx x� x x x x xx x xx x x xx x x xxx x xx x x x *x x x x v '�` x x x x x x x x,p,x x 2" OF 3 4" MINUS 0 CRUSHED GRAVEL STANDARD MEANDERING SIDEWALK DETAIL -NTS- Q 0 NOTE: CROSS SLOPE SHALL NOT EXCEED 2.00% AT ANY SIDEWALK, HANDICAP PARKING OR OTHER ACCESSIBLE ROUTE - THERE IS NO TOLERANCE ALLOWED ABOVE 2.00% 0 z o III I d o Q DATE: 3-15-2021 PROJECT: C2019-023 SHEET KEYNOTES V C o EXIST. CURB,NOTE: O FIELDHVERIFY PRIOR TOUTTER CONSTRUCTION SIDEWALK = 0 c SECTION PRIOR TO CONCRETE SUBCONTRACTOR VERTICAL CURB & .. Q 00 a, LINE ROW MOBILIZATION TO SITE: GUTTER & SIDEWALK O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2) FOR 1% V NI r T 1. SAW CUT EXTENTS SHALL BE MARKED, WITH W/ 1' FLAT LANDING TO 4% CROSS SLOPE (PER. ACHD SD-806, _ w 58'-0" (48' WHERE TURN LANE DOES NOT EXIST) EXTENT OF SAWCUT APPROVED BY ACHD. [SEE ROAD SECTION SD-301, & SD-303) ■i Z F co 2. DEVELOPER TO ORDER SURVEY [AT THIS SHEET] 30 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. DEVELOPER'S EXPENSE] TO PROVIDE ELEVATIONS 5% Z Z AT SAWCUT LINE EVERY 20 LF AND AT EVERY 0 CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C. GRADE BREAK. MIN 3' BOTTOM OF 49'-0" TYP (36' NO TURN LANE) 3. PRIOR TO SETTING STRING LINE FOR CURB, BSM TO HIGH ■ 1'-9" NOT USED a o MIN Q FLAT LANDING CONTRACTOR SHALL VERIFY 1%-4% 4: �:� GROUNDWATER 50 REQUIRED ON SIDE 2'-0" (� N CUT LINE CROSS-SLOPE AT ALL LOCATIONS IN WRITING = w OF SIDEWALK NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES Z � MIN. 2 FEET CUT APPROX. 34' EX. WITH SURVEYOR AND/OR ENGINEER. SHALLOW INLET SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR W PAVEMENT 13'-0" TYP 2'-0" 7'-0" 2'-O°° 4. FAILURE TO VERIFY CROSS SLOPES SHALL & 8" C-900 24" BIORETENTION SOIL SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM OF EXISTING EDGE IN- do BE CAUSE FOR REWORK AT CONTRACTORS PER KEYNOTES MEDIA (BSM) (TYP) THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS W w OF PAVEMENT 1.75% EXPENSE PER GENERAL NOTE 18. SHALL NOT EXCEED 5.00%. Z w f� BIORETENTION SOIL NATIVE MATERIAL - 1-4%_ MEDIA (BSM) 3 7'-0" 7'-0" 1 -0 (SCARIFY SUBGRADE NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE Z `" Zo -___________ - COMPACTED TO 95% 3" MIN BEFORE BSM Z � M WARNING PER ISPWC SD-712. 4" OF 3/4" BASE DENSITY on on o0 LI.� a 00 INSTALLATION) 7' WIDE 5" THICK CONCRETE SIDEWALK (ACHD BIORETENTION SWALE: CHOKER LAYER ASTM #8 © CB #4 - INV El 2565.85 W/ 1' SUMP PER ACHD J C 5" ASPHALT PAVEMENT SP-3, 6" VERTICAL OPEN-GRADED FRACTURED SD-715A. CONSTRUCT 17 LF 8" C-900 ® 0.59% TO �_ "' J SD 709) SURFACE STORAGE VOLUME 12.25 CU.FT./LF a, 0.50 INCH (1/2") MIX, PG 64-28 CURB (ACHD SD SUBSURFACE STORAGE - 1.2 CU.FT/LF AGGREGATE BEDDING BIOINFILTRATION SWALE #4. a 701) TOTAL STORAGE - 13.45 CU.FT/LF COURSE 2" THICK (QP100=0.80 cfs, QP25=0.58 cfs) �"� w 4" -3/4" AGGREGATE BASE ADDITIONAL GRAVEL EXTEND 4" MINUS AND INFILTRATION RATE - 2 IN/HR STORAGE: -3/4" CRUSHED 26" -6" PIT RUN PITRUN 6" PAST CURB. TOTAL CAPACITY = 1,291 FT^3 GRAVEL OR CLEAN PIT-RUN (TYP.) V100 = 1,075 FT-3 CS\pN A L Fiyc SEE STRIPING PLAN, SHEET 4.16 �`� G\STE i� PROVIDE SECTION PER CONSTRUCT BIORETENTION SWALE �Q�, F THIS SHEET OR MATCH PER ACHD BMP 30 (2017 ACHD TEN MILE BIORETENTION SWALE TYPICAL SECTIONO3/15/2021 EXISTING TEN MILE STORMWATER DESIGN GUIDELINES) SECTION - WHICHEVER TEN MILE (PER ACHD BMP 30 1 882 IS GREATER TYPICAL WIDENING SECTION NOT TO SCALE W. PINE AVE. N NOT TO SCALE 9TF OF \ 1N S. c�P�c� CHECKED BY: DAVID A. BAILEY P.E. < ' DRAWN BY: o JBD I III I III Q � I w z r�� /r v�r FTC _---------- ----- - - -- ---- ------ - - - - ------ -- -- --- - --- ----------------------------------- ------------------- =_---- ======== as as as as as I o Z0 -M M M M M - - - INDEX MAP _ - - - - _ 1"=300' o - - - - --_�= ----- - _- ------ _- -----°S ---- o _ as as as LLI 10 ------ _ _� - _ \ - ----------- ---------- ---------- _ _- _ - --- -- - _ asp as � as as as �� --------= C-------= C-------_ \ r- _ - ------ �- C- -----C C-------= C-------= C--------_ 0) ` r N Q - - - 2 1 , La lM?J�- -��M21 lMa � 2J_ N�-Ma co �d� O�o - - - - - -0 - - - O� - - - - -1 � � LE - -------�"� - - _- -� � �MN �'J,..I- -lML '6 -lM?J lMa lMa IM?J /� --------- / -+- I - - Lo -- ------------- _ _ -- -- - - -- e�-- ---a -- - - --- - I o Cff ti � - o \- 2+87.13 0 i u 2 67�88 TVC - , 0 5+69.67 � 91.31 - - ° v 4 2567.48 EX. TVC' � � � o� 3 2567.90 TVC I_ R25. [MATCH EXISTING � 2567.59 TVC GRADE 1,!'� �� 5+44.75 62567.98 TVC �,, 2567.57 TVC - Wti' BREAK � \ IF 3+91.98 \ 4+90.14 4 - - 2567.57 TVC 2567.08 TVC 5+10.75 U) 2567.48 TVCLIJ AI - - - - - - - �� i ; � II _ I I / ----- ----- \ J ------ ------ ----ll 30 0 15 30 60 ml U � I ® 11 l Z / L____�Il JI ;i SCALE IN FEET II II II , I �,�� ® ll I ll I ll I / SEE SHEET 4.6 ;; !! 1 =30 257 2574 0 • C9 N O O Q o O Z O� Z � I O'_ � 257 o r, _ �' 2571 �y OON +N O 0000 7 p,cOX L.L +N W a +N CEO~ +C14 N = Q W = EXISTING GRADE M +N O O = a W H N W 2 AT ROAD a Q NWa _ _ _NJ_ _ Q z - - - - a-JO NW W 256 _ _ - - - - - - - -- - - ____ - --_ - - - -- - - - - - - - En1Io _ - - - - - - - 2568 EXISTING GRADE EXISTING GRADE AT SA CUT LINE 2565 AT EW EPAT-T7 2565 N W EP 0 z 2562 2562 W Plans Are Accepted For Public Street Construction DATE: 2559 By stamping and signing the improvement plans, the Registered 3-15-2021 Engineer ensures the District that the plans conform to all District PROJECT: Ten Mile tv V I e E P PROFILE FILE policies and standards. Variances or waivers must be specifical- C2019-023 L ly and previously approved by the District in writing. Acceptance H R: "_ �' of the improvement plans by the District does not relieve the SHEET Registered Engineer of these responsibilities. V E R: 1 "=3' BY DATE: 255 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+ +00 70 6 56 ADA COUNTY HIGHWAY DISTRICT STRIPING & SIGNAGE KEYNOTES = 9 Q O n O NOT USED a rn ` ♦1 N 'rn V N N O NOT USED = w 03 NOT USED Z ® NOT USED = •- a O BIKE LANE AT INTERSECTION PER ACHD DETAIL #12 N © NOT USED W Z O NOT USED LW F_ W ® NOT USED W U � O TURN ARROW MUTCD FIGURE 313-24 (B) Z W Lij 0 ® HELMETED BICYCLIST BIKE LANE SYMBOL & ARROW PER J C/) o MUTCD FIGURE 9C-3B. MARKINGS TO BE CENTERED IN ui J BIKE LANE. 0 NOT USED W NOTE: SEE SHEET 3.1 FOR SELECT STRIPING OBLITARATION �S�pNAL FNG �G\S TE,Q�o'�'� F 03/15/2021 W. PINE AVE. 17882 9�E 0 FL��7` P/ S. CRP�c� N CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: JBD Of J_ Z W H Z INDEX MAP F 1"=300' U 0 W W Q V) o z z Q 0 0 W W _ }_______________----_-----------------_-\=- - -- -_____=- _______________===___===_//[ --------f------- h-- \ - - - - -- - - - _ - - ______- —as as as as as as I ———_ - - - - - - 0 0 -- -----�_ � ------ =- -----°S _ - as--- - - - - - - - - - - - - _- - as - - -as - - as - - - - - - - - -_- - = - - - �- as as as as - - _ - - - - - - - _ _ _ _ - - - - _ -'\ _ _ _ _ _ _ _ _ NOTE: UTILITIES OTHER _ - � - - - - - - - - 5 `n� -I�t� ��nl �I C -pn -� THAN STORM DRAIN NOT eq -- _--===-----=o� - - - - - - - - - - -o -- -- -- - - - - - - - - - - - - o - - - - - - - - I `) N- CL RD.� - - - - - - - - - - - - - �\ SHOWN FOR CLARITY. ------ - - - ---------- -- ----- N --------------'_— ------ ------ _ _ b — 4 — __ 0 -----------------------— 10 \ L0-77 /— — — — — — — — — — — — — — — — — — • • , ��\ III � "' n — — — — — — — — — — — -- j — - - - - - - — — — — — z I I � A I Z i I ( i U O II / I - - SEE MILE HIGH 1L ONSITE PLANS W o m / ; -- -,i 9 isnOHNM01, X3�d,i / Q ® Od0 Od0 Od0 „ Od0 Od0 Plans Are Street Construction d For Public 1 SEE MILE HIGH 'I .�._ • •• By stamping and signing the improvement plans, the Registered ONSITE PLANS I'' J \ / ,• •.�, ', �.';• Engineer ensures the District that the plans conform to all District fit policies and standards Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance DATE: of the improvement plans by the District does not relieve the N. RANGEVIEW; LN� _PRIVATE Registered Engineer of these responsibilities. 15_2 2I PROJE- - r - / —o BY YADA COUNTY HIGHWAY DISTRICT DATE: C2019-023 I� 30 0 15 30 60 SHEET SCALE IN FEET 1"=30' _SS SS ce) E ■ - - - CID - - - - - - - - - - - - - - - - - - - W. PINE AVE. CMO - - - - - - - - - - - - - - - - - - - - - - - KEYNOTES - - - - - _ - - - - - - - - - - - - - - - '\ V N �M �Ma r � - - 1 REMOVE EXISTING BLOW-OFF ASSEMBLY � T \ --_-- -_- ---- -_--- - - ---- - - - AND CONNECT TO EXISTING 8 WATER LU = __ _ ---- - MAIN [SEE OFFSITE MILE HIGH PINES ■i Z ~ (0 PLANS FOR "EXISTING"]. CONTRACTOR TO Z FIELD-VERIFY LOCATION & ELEVATION OF o // b :; \� - ---.• `: yam ; ® i Z EXISTING WATER MAIN. COORDINATE W/ 1 u CITY OF MERIDIAN. _ NOT USED -ss ss ss 0 O3 22-1/2' BEND (MJ) W Z I J ® NOT USED `W 5 NOT USED X " z O ■� 8"x8"x8" TEE (FLG) R1 Z W M �g z ?- 8'" 00 ' VALVES (MJxFLG) W ADAPTOR (MJxFLG) � of W J iii 07 NOT USED. ♦♦�♦ 0) 9 3 V W 8"x8"x6" TEE (MJxMJxFLG) 6" VALVE (MJxFLG) L _ -- CONST. 11 LF 6" WATER MAIN FIRE HYDRANT (PER MERIDIAN SD-W8) S\pNAL FN INDEX MAP �5 c, " 1"=250' 0 8"x8"x6" TEE (MJxMJxFLG) G\STER� 11 I 6" VALVE (MJxFLG) Q 15 LF � 03/15/2021� s FIRECONST.ITYDRANT (P RATER M RIDIAIN SD-W8) 1 2 N,�G�.� NOT USED 3 iil 00 I 0 NOT USED �F�i OF P\� N POTABLE/NON-POTABLE MAIN I CROSSING. REFER TO WATER NOTE 2 N CHECKED BY: ON COVER SHEET 1.0. DAVID A. BAILEY P.E. " a ® POTABLE/NON-POTABLE SERVICE DRAWN BY: FUTURE COMMERCIAL AREA CROSSING. REFER TO WATER NOTE 2 KSC ON COVER SHEET 1.0. 3 III - nl III a II - III 3 WATER METER LEGEND " a (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 CONSTRUCT 56 LF CONSTRUCT 65 LF CONSTRUCT 95 LF & W5) IF8" WATER MAIN 8" WATER MAIN 8" WATER MAIN LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT LINE WITH FIRE HYDRANT. _ III CONSTRUCT 39 LF CONSTRUCT 104 LF 7+17.88 8" WATER MAIN 4" 29'L 8" WATER MAIN DOUBLE METER SERVICE o 8" PVC ®0.42% �. El 2558.33 I a SINGLE METER SERVICE l i 4-4"oo CONSTRUCT 35 LF �� $ r d n ill $" WATER MAIN 6% 3 F I SERVICE PIPING SHALL BE ANSI/AWWA C 901 0 III t^2 y POLYETHYLENE PER ISPWC SECTION 404.2.2.A. _ I 6+22.75 „ � �: w w w w DETACHED UNITS: 1" STREET SERVICE (SHARED, TYP), 3/4" iiii 4 341 w N. P ORIA_ PARK LN. �PRIV�TE) w w o N METER (PER UNIT), 1" BLDG SUPPLY LINE (PER UNIT) ; o Jill El 2557.98 „ o LO s-fs s s — - I- SIX-PLEXES: 1 1/2" METER & STREET SERVICE, 2" W 3 iii pr ° 0 ®0.4 % I ao s o Ln w BUILDING SUPPLY LINE. 4" FIRE SERVICE TO BUILDING Z SSMH -A-4 JG ®�' _ 1° CLUBHOUSE: 1 1 2" METER & STREET SERVICE, 2" Q / = BUILDING SUPPLY LINE W I < c> -J I cn VERTICALLY INTEGRATED UNITS: 2" METER & STREET 9 3 yyy� o• SERVICE, 3" BUILDING SUPPLY LINE. 6" FIRE SERVICE TO M M M W W W /� ,� >, • 7+58.36 •• I 155• � CONSTRUCT 72 LF. �•• .'• •''.• •� '• • . , •• ' BUILDING. l s o 8" PVC 0.42% s , ; 8" WATER MAIN El 2558.52 SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD LL s s s 111 � SW-3. . ' � O W SSMH A-2 -- ---- ° o. i \� 1 FU Ice ITS NH Y OF MERIDIAN REQUIRES THAT ALL WATER e 3 - SSMH A 3 30 0 15 30 60 METERS AND WATERWORKS BRASS BE ANSI/NSF 61Ch 8" PVC 00.42% 41 O O O O \ G CERTIFIED. - 5+90.55 \N 5 O '. '4" 27'R SNEER SCALE IN FEET NOTE: El 2557.73 ALL NEW WATER MAINS TO BE CONSTRUCTED WITH "_ ' ANSI/AWWA C 900 POLYVINYL CHLORIDE (PVC) PER o O ISPWC SECTION 401.2.2.A. ®®®257 NOTE: 4� rnrr� 574 NO yrlrlrrlrrll Im 2 N ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, I I O CONSTRUCTED PER ISPWC SD-501, J� THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED 3 3 • FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF PCO 257 w w 3? z O w 2571 MANHOLE. N o 00 00 00 M + = ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC rh SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. I 00 , 0) N PO II LO N N 0C) W _j O 00 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS M rM p0 Lri* � � N p O N � Lo N U) LO N Lo N Q = 200 (SDR-21) PIPE. SEE WATER NOTE 3. NMU) � N +� ZZ = + a + (pNN � Q0)+ 10Nl 256 Qco � NH .. .. - N - - 2cON - 2568 BENCH MARKS � TBM + LnZ5 V) aid > > � a >> 2 N - O in N lr Z Z Z N - Z Z Z i - TBM 1 - 2566.69 - EXISTING SEWER MANHOLE, FINAL GRADE (n (n (n � - - - (n (n # N > > LOCATED INTERSECTION OF PINE & TEN MILE. SEE SHEET 5.1. W o - TBM #2 - 2570.47 - EXISTING RECYCLED WATER LINE 256 —— —__ _ —— _ _ ___ — 2565 VALVE. SEE SHEET 5.2. EXISTING GRADE - 256 I I 6" P-IRR STORM 18" C—D 0 2562 SL EVE O� SEE MILE HIGH PINES z 8" WATE MAIN � — OFFSITE PLANS II 255 2559 C��VI B IDIAN APPROVED FOR L li I I I�wNo 28 LF 8" PVC 00.42% CONSTRUCTION 255 30 LF —C 2556 These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. Li ST • 4+94.89 198 LF 8" PVC 00.42% This review does not relieve the owner, engineer, or contractor 2553.43 ' (202 LF C—C) of the responsibility to design and/or construct those facilities V / in compliance with all current applicable federal, state and local I 94 LF 8" DVC 00.42% laws, rules, regulations, ordinances, development agreements, DATE: 96 DATE: C—C) specifications, orders or approvals, all of which the City retains 021 255 2553 the right to enforce. Inconsistencies not noted by City staff shall PROJECT: SEWER LINE A PROFILE L49 L 8" PVC 0 .42% 48 LF 8" PVC 0.42% not be construed as approved unless specifically addressed C2019-023 �1 (53 LF C—C) (52 LF C—C) in writing by the City. Any proposed revision to these plans must H R: 1 "_ 0' be submitted for review and compliance with the Meridian City SHEET Standards and Specifications before said revision is constructed. ER: 1 "_ ' 255 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+?j�550 Name date ■ co E o - �- '__�__`--_ --------------------------- -- ------_� - ------ O C--- ------- _ _ ___==================================== _____IL_________----- - ---------- �g�---- -- -x�- -- LJJ--� - --- T ---_____ co � ------ ---------- KEYNOTES -----------------------d----- --------- --------------------®--�---� p c i d d d d d ---------- - d d 00 'rn 301 = _ -- =301 ��\I Laa a d O REMOVE EXISTING BLOW-OFF ASSEMBLY AND ® NOT USED `QA N T CONNECT TO EXISTING 8" WATER MAIN. w CONSTRUCT 47 LF CONTRACTOR TO FIELD-VERIFY LOCATION & 1 NOT USED 8" WATER MAIN _ � ELEVATION OF EXISTING WATER MAIN. / 1 3 �: L� _ - - - - - - - - - - - - - - - - - - - - - v• COORDINATE W/ CITY OF MERIDIAN. © 22-1/2' BEND [SEWER SERVICE] Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - d� O NOT USED © 45' BEND [SEWER SERVICE] _ 22-1/2' BEND (MJ) ® 90' BEND [SEWER SERVICE] N 45' BEND (MJ) © CONSTRUCT 4" CLEAN-OUT PER ISPWC W Z �_ I 1 t I o l• t o f• SD-506A. CLEAN-OUTS IN HARDSCAPE U) ONOT USED LU cn AREAS (SIDEWALK/ASPHALT) MUST BE W w TRAFFIC-RATED CAST IRON RING & CONSTRUCT 155 LF !! 6 8"x8"x8" TEE (FLG) COVER. Z .I O 3 U) cnII II I _ J I W 1 ; CONSTRUCT 54 LF _ 8 WATER MAIN CONSTRUCT 9 LF!; CONSTRUCT 128 LF 1 s" VALVES (MJxFLG) C'3 W m _____ ' ' 1- 8" ADAPTOR (MJxFLG) NOTE: CLEANOUTS SHALL BE INSTALLED Z M I L_ I I U $ WATER MAIN ® EVERY 100 LF & AT BENDS EXCEEDING W o DI U 8 WATER MAIN 45' PER INTERNATIONAL PLUMBING CODE. �' 8 WATER MAIN I 13 0 8"x8'x6" TEE (MJxMJxFLG) J cn - CONSTRUCT 8 LF I : "I" ® 11+81.64 13 ® h - ui Ld » u Q j; ® 13 13+25.71 6" VALVE (MJxFLG) ® NOT USED 8 WATER MAIN I 4" 28'L 4" 28'L ® CONST. 10 LF 6" WATER MAIN Q f II El 2560.99 II' j II'I EI 2562.17 ! FIRE HYDRANT (PER MERIDIAN SD-W8) © POTABLE/NON-POTABLE MAIN w CROSSING. REFER TO WATER NOTE 2 4 - �.-" -.- , �' r I.: _ `• ® 8"x8"x6" TEE (MJxMJxFLG) ON COVER SHEET 1.0. - -- - ='�, •-- _ I " ' 6" VALVE (MJxFLG) SSMH A-7 >_•_ a_ ___ POTABLE/NON-POTABLE SERVICE - --_--.--._ -- - ----.-----t- --- _ ' --- --.--'--- .--- - .---•- ,. _ . � _ ,___�,_ __ _ `_•j. CONST. 5 LF 6" WATER MAIN w w w w w w w w CROSSING. REFER TO WATER NOTE 2 �pNAL F / w IV-w I w w w h•. FIRE HYDRANT (PER MERIDIAN SD-W8) ON COVER SHEET 1.0. SS NG'/ FUTURE COMMERCIAL AREA CONS T UCTWATE MAIN / o _ N• 5 RANG EVIEW�LN�PRIVATE) _s 6 - o _ _ _ g SSMH A-9 8„x6" REDUCER (MJxFLG) moo`` ��STER�a�F�, I 8 PVC ®0.42� -s s s -s s s�-s 6 VALVE (FLG) Q 03/15/2021 _ o "� o 6" 90' ELBOW MJxFLG so I 8 PVC ®0.62%I w I ( ) j II 89• C,` �_ I ��3• CONST. 5 LF 6" WATER MAIN N�� 2 SSMHt-_--�--�' - -- FIRE HYDRANT (PER MERIDIAN SD-W8) 10+00.32 / I II �1' MERIDIAN I W �:;, I.� C� 4" 29'L / I SEWER & WATER �3 i I ii I -- � I FV \ II �� o � T P r' EI 2559.53 � 7 .I I. I EASEI R SF��. �� i I I II .I MENT ''�` � I �--i 1- i i -Ji ® N S. C _- : 1.' -- 13+59.34 �: W. PINE AVE. :. �� ------_--- - ---= -- _ .I Ki �; - I ' 4„ 2TR WATER METER LEGEND CHECKED BY: 'Ao I ------ ----' - , -®- ® � - - fIIII: ' �, r �' '-" EI 2562.45 i I (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 DAVID A. BAILEY P.E. Y��\ 11+22.18 2+52.96 '--- I V i __I ___ `� -' I �."'' & W5) DRAWN BY: CONSTRUCT 111 LF Q $ / �7,k I� 4" 44'R I I 4" 42'R =� --_ ¢ t I 13+01.18 ;T _ I• LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT KSC _ :' : EI 2560.80 I i _-I - Z; ---- 8 WATER MAIN �� O // , I I EI 2562.28 y I-_ � I - ' hl ® I LINE WITH FIRE HYDRANT. \ EI 2562.37 I. %Vol _ L I I DOUBLE METER SERVICE III ; Cb H Z CONSTRUCT 118 LF ! y =•i ; •; "' • " ' / \� \ •" �� I � '�� Q - _ ;$ WATER MAIN IF SINGLE METER SERVICE / \\ �/�� `` � ® I , it Y I UI ,. \ 10+23.47 I I _ I - - I' p �O/®O' / \\ ` 6" 60'R I -- i - - j.; = SERVICE PIPING SHALL BE ANSI/AWWA C 901 G / w / EI 2560.29 p I II ice. it I Z I SSMH B-1 w POLYETHYLENE PER ISPWC SECTION 404.2.2.A. Q� _ $+' \\\ 2+78.74 •F = = T 1" J DETACHED UNITS: 1" STREET SERVICE (SHARED, TYP), 3/4' d 4 13+80 04 4 //\ ` \ _ I k 4" 49'R ''� � � -- 4" 104'R y' II' METER (PER UNIT), 1" BLDG SUPPLY LINE (PER UNIT) .• I w w 141 $ \ ` L A ----- - o O / ^ \ \ ' I I II EI 2562.45 I EI 2562.32 �ti'': Ld SIX-PLEXES: 1 1/2" METER & STREET SERVICE, 2" zz I ® I I BUILDING SUPPLY LINE. 4" FIRE SERVICE TO BUILDING F p IW s s-,--ram i9 - --- I' ' I •, z CLUBHOUSE: 1 1/2" METER & STREET SERVICE, 2" v + � -_- / SSMH A-6;• / J ,' I I I I' I j '• BUILDING SUPPLY LINE W CONSTRUCT 28 LF 00 � \ !•1 , \ /, / 4 ® I Ij 8 ,W I SSMH D-6i, ___L I r I; y I, VERTICALLY INTEGRATED UNITS: 2" METER & STREET ATER MAIN ~ I \ 1 '• \ / / - - ® 3 L��' e .. SERVICE, BUILDING SUPPLY LINE. 6 FIRE SERVICE TO _ _ __ ;,'y,' : �• o / / - -� -_------ 9 6 t BUILDING. N o ------------- I } I; SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD IN X MAP -, 13+80.04 NOTE: �� SEWER LINE D - - 1»=250' ��'• / / �/ 1� SEE SHEET 5.5 1' I EI 2563..82 4" 177'R ~' METERS AND WATERWORKS THE CITY OF MERIDIAN OBRASS RES TBET ANSI/NSF ALL E61 �++ CERTIFIED. ®8+82.95 / ® " . 81'R \ a /` - ,-J 1 ---- I NOTE: 2560.19 \\ / / \ /® I ALL NEW WATER MAINS TO BE CONSTRUCTED WITH - / / �® �• % y Iti: ANSI AWWA C 900 POLYVINYL CHLORIDE (PVC) PER �' ISPWC SECTION 401.2.2.A. W NOTE: O e ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, �� ," / ," '/ 30 0 15 30 60 CONSTRUCTED PER ISPWC SD-501. Ch'. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED ` ® SCALE IN FEET FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF 8+77.95 �® MANHOLE. j�4" 140'R > 1"=30' o EI 2561.37 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC � SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 2577 2577 2577 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 8+72.95 �'�''" )r 200 (SDR-21) PIPE. SEE WATER NOTE 3. 'EI 2561.45 � ��,`' �® ) �F. 00 BENCH MARKS 6M TBM �ao rn Z 00 / > s a 00 2574 257 2.6 Z O 2574 TBM #1 - 2566.69 - EXISTING SEWER MANHOLE, O N N I- LOCATED INTERSECTION OF PINE & TEN MILE. O LO N SEE SHEET 5.1. M c0 O 00 00 (p Lo N Q + �p N N F- � cD N STA 2+00.00 TBM #2 - 2570.47 - EXISTING RECYCLED WATER LINE n � N cD � O QI + (D • N F- � Z Z m � N F- SSMH -8 VALVE. SEE SHEET 5.2. 0. I � � + 2 � N - - O N N N Un z D a >> > + �n z STA:12+ 8.01 257 100 � "' " = � N - o `" ~ - - - - 2571 257 = Q - O 2571 7SSMH A-6 o � z = F<- » � � z > IN IN:2557.10 8"S �y 2 � N - 0 (n (n (n � Zz NN Z Z L.L TA:8+98.22 a > > _ IN IN:2557.10 8"W OO IM:2566.30 » N N Z z -_ - _ - __ --- INV UT:2557.00 8"N W o F- I V IN:2555.4 8 SE V OUT:2555 36 8"N FINAL GRADE 256 O _ _ _ _ _ - - - 2568 256 --- --- - - 2568 + (_ --- - Q Q _ STORM DRAIN --\I Z 256 Q EXISTING GRADE 2565 256 2565 12� C-900 8" WAT R MAIN M S ORM DRAIN-'----A0� 0 g" WATER MAIN 256 2562 256 2562 C��VI B IDIAN APPROVED FOR L li IDAIIO 'S cF8„ p CONSTRUCTION VC+ These plans and/or specifications have been reviewed for 255 2559 255 �Sg 2559 compliance with Meridian City Standards and Specifications. Li 0 This review does not relieve the owner, engineer, or contractor 1 8 LF 8" PV ®0.62% of the responsibility to design and/or construct those facilities ' (132 LF -C) I in compliance with all current applicable federal, state and local 156 LF 8" C @0.42% laws, rules, regulations, ordinances, development agreements, DATE• 0.42 (160 L C-C) specifications, orders or approvals, all of which the City retains 3-15-2021 255 » 2556 255 2556 the right to enforce. Inconsistencies not noted by City staff shall PROJECT: (190 LF C-C SEWER LINE A R 0 FI LE not be construed as approved unless specifically addressed C2019-023 in writing by the City. Any proposed revision to these plans must SEWER LINE B PROFILE be submitted for review and compliance with the Meridian City SHEET H R: '= 0' HOR: 1 "= 0' Standards and Specifications before said revision is constructed. E R: 1 "_ VER: 1 "_ ' 255 B51 255 553 Name Date +40 8+70 9+00 9+30 9+60 9+90 10 20 10 50 10 80 11 10 11 40 11 70 12 00 12 30 12 60 12 90 13 20 13 50 13 80 14 3+20 3+00 2+70 2+40 2+10 1 +8b 5o2 C� Q M 1 o � W. PINE AVE. = Q M KEYNOTES Q - 2 � o0) 01 11-1/4' BEND (MJ) ® 8"x8"x6" TEE (MJxMJxFLG) N 6" VALVE (MJxFLG) w 22-1/2' BEND (MJ) CONST. 12 LF 6" WATER MAIN ■ CID i Z ~ PI - PL - -PI- - - - PL -2L -PI- PL _PI - - PL _L -PI- PL -�I - - PL �1 -PI- EL -�I - 03 NOT USED FIRE HYDRANT (PER MERIDIAN SD-W8) Z - - - - - - - - - - - - - O NOT USED O - - - - - - - - - - - - - - - - _ ® NOT USED ® 4" WATER SERVICE CONNECTION PER MERIDIAN W5 a - - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O DETAIL SHEET 6.2). - - -- -- --- _ _ - - - - - _--- -- -------T--- - - - - - - - - - - - - - - - -- - - - - - - - BYPASS PIPING NOT ALLOWED. _ _ _ _ �- - � - - � � - - - - � - - - - - 5 8 x 8x ADAPTOR (MJxFLG) FOR RPBPA CONNECTION SEE W -------- y �]--�--�---------- r - - - ,- ,-�---�----------�----� � � 2 8" VALVES (MJxFLG) ASS G = Z ------ - - - - - w 11-1/4 BEND [SEWER SERVICE] s r. ----- --- Q I 113 ® 6p 54.92 I ® I a ® I I - - - - - - - © INSTALL 2" BLOW-OFF ASSEMBLY PER W A ( A A ® MERIDIAN W-13 [FUTURE WATER MAIN © 22-1/2' BEND [SEWER SERVICE] W W II w EI 2562.26 I I I I 1 z EXTENSION] Z s ' 45' BEND [SEWER SERVICE] (� O r I - 8"x8"x6" TEE MJxMJxFLG) w co a .° -- r --- I --- III r --- --- 4+09.31 z 6" VALVE (MJxFLG) ® 90' BEND [SEWER SERVICE] W Q m 7 8+38.56 I 6+49.92 I .. j 5+10.25 4 106 R v ' v 6�60.29 I " „ J I 4 111 R CONST. 7 LF 6" WATER MAIN CONSTRUCT CLEAN-OUT P � � „ I " 0 20 I I WIR 4 112 R I EI 2559.95 4+ 131 R ®S','� EI 211 57'R J I . I El 2559.36 ` -' - ,' r _� _r FIRE HYDRANT (PER MERIDIAN SD-W8) ® SD-506A. CLEAN-OUTS IN HARDSC PE U El 256 El 2560.18 I EI 2560.08 INDEX MAP AREAS (SIDEWALK/ASPHALT) MUST BE w( III r „ , TRAFFIC-RATED CAST IRON RING & - - 1 -250 COVER. u 1 j I I o. a NOTE: CLEANOUTS SHALL BE INSTALLED CONSTRUCT 32 LF - I 1 I CONSTRUCT 21 LF �� ° ° EVERY 100 LF & AT BENDS EXCEEDING I. - -- 1 » � - I I 1 � I I 5+20.25 , ii ii w � � 45' PER INTERNATIONAL PLUMBING CODE. \ANAL F 8 WATER MAIN i Q; I EI 2��s 50 �� II ----- -- 18 WATER LMAIN 4 0 Q Z CONSTRUCT 72 LF =� o -: - Ss N� " O 8" C-900 SEWER SERVICE SLEEVE p�� sTER�. s 1 8+05.08 1 I " 1 'R ii ii � L`' 8 WATER MAIN - ® \�1� Fj , ® THROUGH ACROSS INFILTRATION DRAINAGE Q` 13 I ' .. 6+76.32 I I 6+40,92 - - I i ® 5+05.25 i El 2558.58 11 ;; w \- �( / Q 03/15/2021 1i 4 83 R 7+23.84 I ® 6 73 - V\� FACILITY. SLEEVE MUST EXTEND 5' Q Q i v EI 2559.56 4' 54 R v I 4" 54'R I 4" 54'R I I 1 I 4+67.84 CONSTRUCT 150 LF W Q S BEYOND SIDE OF DRAINAGE FACILITY AND 8 8 2 1 13 El 2559.06 EI 2559.04 I I 1 v ; 1 I I 4 54 R I I 4" 54'R r� �`' . El 2558.91 v v 8 WATER MAIN w u SHALL HAVE END SEALS INSTALLED ON _ _ - J ® El 2558.44 El 2558.31 �� 0 u r r . r .• �`y SEALS MFG. BY PSI y�F OF \ OR EQUIVALENT ® 5 BOTH ENDS END I - NOT USED S. . r , r. ,• II • CONSTRUCT 83 LF __ •'•• '1•• - 'SSMH A © /N OR I � I ;ICON 6 I 8 WATER MAIN 11 I I I 1L \\ CONSTRUCT 1581I T 1 I POTABLE NON-POTABLE MAIN » 1 I LF . I J I ` ( 2 g ® / CHECKED BY: I� \\ • CROSSING. REFER TO WATER NOTE 2 DAVID A. BAILEY P.E. SSMH C-6 1 I - L I --- _-- _ I I I ;;8 WATER MAIN r-11 11 I! I ! i (�•��\ 2 ; _ ° J L ► o 'r ON COVER SHEET 1.0. 1 - - --- �-T= I i1 I "r T-i-r-T"-i T-�� ----- w s er DRAWN BY: --1 --� �2� 90° ,+` POTABLE/NON-POTABLE SERVICE KSC ----- - � - � I �� w I 5 I I I I I W LI TTLETON LPRI VATE 1 1 1 1 j 2 w w w w w w OV' g ® CROSSING. REFER TO WATER NOTE 2 � I I I I � w v w I j49 - - - - w w _ w w I w - w - w w w w w w 1 }-a� SSMH C-2 155' ,+ G P ON COVER SHEET 1.0. 1 0 » 8" PVC ®0.62% 1 � 8 PVCC�0.4?��- S1 5 0 �� 1 i I o 8 i I I I o - +- - 160° -�--- % - s l ��s s T-s o s 8 PVC ®0�429' T_s l 1 1 s �I d I I o ' I �.�-. ++� A60 -- - i- SSMH C-1 SN --�+-+--I� � o, o �1 I I �- , � I -- --��-�---- -- -- � WATER METER LEGEND I 1 I SSMH C-4---- --�- f - �. .. °� -�.� �� I 1 1 li I CONSTRUCT 2 LF 1 0T� I I (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 11 1 ,; I I i Ili 8" WATER MAIN ) I� li I li I I li & W5 li li i I I I li I l „ • - y f I I I 11 I SSMH C-3 1 8 PVCo :r. ; , ' ' r ' _: •< I' : ..r : ,. -- -- - -- -- -- ---- - D-W9 IF METER SHARES LOT -- ----- ----- �- J - --- I, I E� I. ' ! r•. LINE ATWITH FIRE MH YDRIANT.S J ' r• -I - -f - I+- --- - - .- - -----.- - v rI 8+11.74 ,,7+48.67 " r----� r -I 6+25.75 / ® 5+65.69 „ I / $ r 4 34'L 14 34 L N I I • A 5+32.77 ® 4+62.21 „ 3+96.80 DOUBLE METER SERVICE 0O 4" 34'L ( 4" 34'L 4" 34'L I " 3+57.94 -------, ---- I EI 2558.63 I .: - it i ---I EI 2558.46 13 El 2558.25 4" 34'L 4 42 L - a El 2558.55 l El 2558.14 I I � 4" 42'L I � SINGLE METER SERVICE � • 1® El 2557.90 El 2557.99.. El 2558.10 r! N I Y •. I II II I ' CONSTRUCT 51 LF j II I - --I I I I (CONSTRUCT 132 L I j ■ � e SERVICE PIPING SHALL BE ANSI/AWWA C 901 0 > II- -- F I r- ENE SPWC : . 8" WATER MAIN --- a q ;: I I II I •�° �� v8" WATER MAIN � � "�. � j •. ----- :' L� � `�- -------- I ! � ■ e I DETACHED L UNITS: 1"I STREET ESERV SERVICE (SHARED, TYP), 3/4' W Q ® I I = H I 'I I I t ' I I a METER (PER UNIT), 1" BLDG SUPPLY LINE (PER UNIT) V1 0 • 1 •r -----11 � F �-- I r a • 1 �� ° SIX-PLEXES: 1 1/2" METER & STREET SERVICE, 2" W -> III --+- - A - -->-- III I-- --- o SEWER LINE D 1 F - - - %� 'I -----' BUILDING SUPPLY LINE. 4" FIRE SERVICE TO BUILDING Z SEE SHEET rJ.4 4" 9TL 4p 84.52 CLUBHOUSE: 1 1/2" METER & STREET SERVICE, 2" � . { 4 851 © i BUILDING SUPPLY LINE W Ir El 2559.29 CONSTRUCT 85 LIF rJ is VERTICALLY INTEGRATED UNITS: 2" METER & STREET 8" WATER MAIN ; SERVICE, 3" BUILDING SUPPLY LINE. 6" FIRE SERVICE TO i BUILDING. ' I 3+84.37 f �' 4" 126'L 3+74.37 I SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD L L I ' I 131 v v 1291 El 2559.73� El 2559.75 v a SW-3. J� -/ ® NOTE: �� W _ _ 0 .`- ° a--- THE HE CITY OF MERIDIAN REQUIRES THAT ALL WATER 30 0 15 30 60 _ _ ; . METERS AND WATERWORKS BRASS BE ANSI/NSF 61 r - - - - -�� ) • ' .. r: SCALE IN FEET CERTIFIED. 1"=30' ALLN W WATER MAINS TO BE CONSTRUCTED WITH ANSI/AWWA C 900 POLYVINYL CHLORIDE (PVC) PER o ISPWC SECTION 401.2.2.A. 257 2574 NOTE: W ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, CONSTRUCTED PER ISPWC SD-501. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED 7 W FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF L W (n 00 00 MANHOLE. 257 - o0 00 00 2571 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC 00 ^ In - SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. II co co 00 STA 2+00.00= N CO � N 1 p � �6 �p LO � N SSMH -4 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS n coIi L N LO � 0O 00 N 00 * LO SSMH C 1 STA:6+4 .02 200 (SDR-21) PIPE. SEE WATER NOTE 3. L.L c� + N N N + c� + N N SSMH C-3 U) N STA:2+63. 6 RIM:256 .28 N Z Z BENCH MARKS TBM 256 :2 °• _00 N Z g M a •• RIM:25 4.58 +� z 0 2568 N In H M > Q FINAL GRADE -N Z Z Z » � N - O INV N:2554.58 8'W INV IN:2554.23 ��SW TBM #1 - 2566.69 - EXISTING SEWER MANHOLE, L.L cn in - Z N N N - - - IN IN:2555.48 8�W - g > > INV OU :2554.48 8 E INV 0 T:2554.13 NW LOCATED INTERSECTION OF PINE & TEN MILE. INV OUT:2555.38 8 E v� ? z SEE SHEET 5.1. W o 256 _ -- - ----- -___ -- _ _ - - _ ___ --___ ___ _ 2565 TBM #2 - 2SHEET - EXISTING RECYCLED WATER LINE - - - - VALVE. SEE SHEET 5.2. 1 " C-900 EXISTING GRADE STORM DRAIN 12" C-900 `\ - -- - 16" C-900 256 STORM DRAIN STORM DRAIN 2562 I - 0� W 0 8 WAT R MAIN 8» WATER MAIN 8" WATER MAIN F 255 2559 C��VI B IDIAN APPROVED FOR Lil 126 LF 8" PVC 0.42% I�wNo 130 LF C c CONSTRUCTION I 253 LF 8" PVC ®0.42 257 F C-C These plans and/or specifications have been reviewed for 255 42q 2556 compliance with Meridian City Standards and Specifications. W 154 LF C C 60 LF " PVC 00.4 % This review does not relieve the owner, engineer, or contractor 64 LF C-C of the responsibility to design and/or construct those facilities 27 LF 8" PVC 00.62% I in compliance with all current applicable federal, state and local (3 LF C-C) 1 LF 8" PVC 00.42% laws, rules, regulations, ordinances, development agreements, (21 F C-C) specifications, orders or approvals, all of which the City retains DATE: 21 255 2553 the right to enforce. Inconsistencies not noted by City staff shall PROJECT: not be construed as approved unless specifically addressed PROJECT: in writing by the City. Any proposed revision to these plans must C2019-023 SEWER LINE C PROFILE be submitted for review and compliance with the Meridian City SHEET HOR: 1 "=30' Standards and Specifications before said revision is constructed. VER: 1 "=3' Name Date 5o3 9+00 8+70 8+40 8+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8 C� Q oM 1 � W. PINE AVE. = Q o KEYNOTES Q r' .. .0 < ♦ �s.• , NOT USED. N ® �� '� ��♦� �F��L �� 22-1/2' BEND (Ii ■� Z S 3 NOT USED. Z if NOT USED. _ ,.\•• � � � � ` �` � � A I cj 8"x8"x8" TEE (FLG) '� , �' ♦ �x� i�� `�1. �a� ,� � °' ' � \� \\� ., �, � ��///. � � I� _ 2- 8" VALVES (MJxFLG) '� 1- 8" ADAPTOR (MJxFLG) w I 1 ------ �� INSTALL 2 BLOW-OFF ASSEMBLY PER � _ 5+28.52==== c�H MERIDIAN W-13 FUTURE WATER MAIN W s♦>'' `\ `\ .� / ( i.. / 4" 125'L ® I5+38.52= ________ 3> __ [ W w \ " 6+40.66 EXTENSION It r \ Z �� ♦� �� SSMH C-4, \ `� A 3+32.09 / El 2562.25 �� Ij I I �I 4 123 L 4" 122'L ® ! ® 6+53.40-====_= z ] ♦� �� r � �� \ \ El 1111.56/�� 1 - -- II I I EIS 562C�2� I I 4 123 L w 70 NOT USED. \ / \ / ------ Y �--------------------------- - ' ;. .. El 3 El 2562.56 ~ I 2562 5 b CONSTRUCT 132 LF ! ® II l,..' ,� NSTRUCT 13 LF ` I I - - z ® 8"x8"x6" TEE (MJxMJxFLG) W a °° ® . . I• II �a . 8 WATER MAIN :.� I I _j Cn C o ;8" WATER MAIN 6" VALVE (MJxFLG) _ , - 1 I •' ---- -- - --- CONST. 10 LF 6" WATER MAIN "' w 2+95.79 ,�'� j I I _ --�- e- FIRE"HYDRANT (PER MERIDIAN SD-W8) w s' 4" 52'L / I •h " I j I I �g 8 x8 x6 TEE (MJxMJxFLG) C�j S / r' \` �� . s El 2560.04 / / / ________ .• ' �' I I = SA UCT 162 I I I 6" VALVE MJxFLG 7 __ _ - I I I ( ) ^\ ,p\\ \\ �\ :' ; / / / I I i CONSTRUCT LF L I I I CONST. 12 LF 6" WATER MAIN ' Ci \ \\ .. •' / / / - I I . .• ' -- 8 WATER MAIN I FIRE HYDRANT (PER MERIDIAN SD-W8) NAL ✓ • ' .� I , I 1 I 1 INDEX MAP SS�� FNc 4+64.31 I I I --- I NOT USED. CONSTRUCT 32 LF 4" 54'L t ! 5+18.51 I I , I I I 1"=250' ® �� G\STE,Q� » I I 5+72.98 11 . f� :. �� +; ',�/ 8 WATER MAIN El 256o.ss f 1 4" 52'L 4" 52'L " 'h 6+10.79' I 11 11-1/4' BEND [SEWER SERVICE] Q� 03/15/2021� ♦ �� '� �> CONSTRUCT 7 LF __-- --� _ El 2560.83 I El 52'L 7 1 1 4" 52'L \` ��,f'(i » ---- y- - -,- -® , EI 2561.06 22-1/2' BEND [SEWER SERVICE] 17882 ------ 8 WATER MAIN - - -- --- . --------------- ----- - ------- -- ------ -- - I N ♦ ✓ \ /` v s >.I. ✓y`,\ ` .� �s �, t�' �/ `l• uII " I y � � ------- - __ 45' BEND [SEWER SERVICE]CONSTRUCT 177 LF o_, WATER MAIN 90- BEND [SEWER SERVICE] F RPMc� ♦ ,�( 1�' , I v ;, , I I I I I I II ,'� �' ----- ----- I it I I I i 4j i it I �;'�i II i I L © CONSTRUCT 4" CLEAN-OUT PER ISPWC `� -�- i-��---L-_�__ L� '�I I II 1 �i SD-506A. CLEAN-OUTS IN HARDSCAPE � I --1- --T L_ I L�_;'�I_j_ i' I 1 0o CHECKED BY: ,i W W W I I I I - �' I �- AREAS (SIDEWALK/ASPHALT) MUST BE DAVID A. BAILEY P.E. �,(� / a �Sg• - - _ 1 w _ W W I I W I j I co W TRAFFIC-RATED CAST IRON RING & DRAWN BY: 3+06.37 I , - _ _ W. PL w TT RIV� L + = COVER. KSC i 4" 39'R .v.f li f f�-8s PVC 0.42% 0 1 1 - - _ " w c0 c/> ✓ ai• f s 0 1 1 1 I - 1 NOTE: CLEANOUTS SHALL BE INSTALLED El 2559.85 s S s�l 1 4, s Q+ s I 2 s s o I I U EVERY 100 LF & AT BENDS EXCEEDING SSMH D-1 --44- S S �-+-ls f- 45' PER INTERNATIONAL PLUMBING CODE. '8" PVC PVC 00.42% n _ ----- -. - - - - -- -- T.-,,3-'- - -r'- - -- 2+87 75 I^ -:F-- - #---_-, F_ --E --- NOT USED. r SSMH i -- -- - _ 1 J • _ / , � EI 2560.86 �' � " '• <- - -- •;. i i � I W > : ®®® SSMH D-3~ 1 " POTABLE/NON-POTABLE MAIN � I . y, I IF- z 4+39.59 1 1 000 'I © CROSSING. REFER TO WATER NOTE 2 <z 4" 25'R 5+11.51 I ---1 ( ON COVER SHEET 1.0. / / J I ✓r I� w EI 2560.13 4" 25'R I n 6+15.79 I • - �, ---� i 1_ .. w �i w El 2560.31 � w 1 4" 25'R ® E/N • POTABL ON POTABLE SERVICE /�� ,,, � � � I , I ✓ i 1� �- _ _ � I '.' � El 2560.57 ROSSING. REFER TO WATER NOTE 2 ` ---- ON COVER SHEET 1.0. ♦ s•. I I I ® ------- 3"+86.25 / I N � J � � F 1� I � II i I 1 I a ♦> I ✓I I I I 4 85 R r El 2561. WATER METER LEGEND\ ' \. //; /. '! I I ,.• IL ✓ � . . uu• ER CITY OF MERIDIAN STAN DARD DRAWINGS W1 W2W 3 w • .I J �2+77.75 �i 4 194'R J CONSTRUCT 171 LF LOCATION PER MERIDIAND- -WN Q�W9 IF METER SHARES LOT WATER MAI H FIRE HYDRANT. > El 2562.76 ® I `� X I I 8" ________-- LINE WITH s I � ' w �. 3+91.25 I --------------;________________-- z \ I I 4" 123'R i II W I ul DOUBLE METER SERVICE El 2_561.91I � I O T Ld � I ------------- I --------______---=_ ---------LLI -- SINGLE METER SERVICE • �° > d ° --- " t I \ / �/ I I I � � •'•' I � I >' I SERVICE PIPING SHALL BE ANSI/AWWA C 901 'I / �/ I I >• ' + ' I - I POLYETHYLENE PER ISPWC SECTION 404.2.2.A. t - u�', DETACHED UNITS: 1" STREET SERVICE (SHARED, TYP), 3 ' I METER (PER UNIT), 1" BLDG SUPPLY LINE (PER UNIT) \ I LL z - - -- -- III SIX-PLEXES: 1 1/2" METER & STREET SERVICE, 2" O ----- I 1 BUILDING SUPPLY LINE. 4" FIRE SERVICE TO BUILDING e \ I ®®® ) I I CLUBHOUSE: 1 1/2" METER & STREET SERVICE, 2" r 000 - I 1 ®®® 30 0 15 30 60 BUILDING SUPPLY LINE °"'"� VERTICALLY INTEGRATED UNITS: 2" METER & STREET SERVICE, 3" BUILDING SUPPLY LINE. 6" FIRE SERVICE TO (o SCALE IN FEET BUILDING. o 1"=30' SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SID I� SW-3. NOTE: THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61Lo 7 U.J. Z CERTIFIED. L 2574 2574 NOTE: TNEW WATER MAINS TO BE CONSTRUCTED WITH 00 0 Z LJ Z ANSI/AWWA C 900 POLYVINYL CHLORIDE (PVC) PER (n 00 Q w ISPWC SECTION 401.2.2.A. (n 00 LO 00 00 � °° � � NLoL = NOTE: w ,� 5r: O 00 N 'N ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, (n pp N U) � ^ � + c0 •• O CONSTRUCTED PER ISPWC SD-501. 257 �� N SON _ 2571 16 • LO N 0 COD n N F- Q > > N N Q = THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED L..`II 0 O O ~ - Z Z U FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF LL O c0 (0 c0 + O + I N 11: O CD . co � 2r7 Z � 2MN - 0 N � MANHOLE. o � N � Q .. - (MHO » FINAL GRADE Q W o O I c0 0 1 N~ Z Z_ N N Z z c ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC + 0 O�p N N (N N - L SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 256 + z z 2568 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS N N N Z Z Z -_ _-- 200 (SDR-21) PIPE. SEE WATER NOTE 3. EXISTING GRADE BENCH MARKS 619 TBM TBM #1 - 2566.69 - EXISTING SEWER MANHOLE, 256 - - 2565 LOCATED INTERSECTION OF PINE & TEN MILE. SEE SHEET 5.1. 0� 0 TBM #2 - 2570.47 - EXISTING RECYCLED WATER LINE VALVE. SEE SHEET 5.2. 256 8" WATER MAIN n/ 2562 L.L 8" WATER AIN E IDIAN APPROVED FOR W IDAl10 CONSTRUCTION These plans and/or specifications have been reviewed for 255 2559 compliance with Meridian City Standards and Specifications. 228 LF 8" PVC ®0.4 % This review does not relieve the owner, engineer, or contractor (232 LF C-C) of the responsibility to design and/or construct those facilities I 2 9 LF 8" PVC ®0.42% in compliance with all current applicable federal, state and local 12 LF 8" PVC 00.42% laws, rules, regulations, ordinances, development agreements, (124 LF -C) (233 LF C-C) specifications, orders or approvals, all of which the City retains DATE' 3_15-2 255 2556 the right to enforce. Inconsistencies not noted by City staff shall T: not be construed as approved unless specifically addressed PROJECT: 41 LF 8" PVC 0.42% EWER L_I N E D P O FI L_E g by the City. An proposed revision to these plans must C2019-023 in writing y. y p p (45 LF C-C) „ , be submitted for review and compliance with the Meridian City SHEET H O 1 =3 0 Standards and Specifications before said revision is constructed. 255VE 1 "=3' Name Date 5o4 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 64M 53 M 1 W. PINE AVE. KEYNOTES = co � 10 NOT USED. .. o , N � 02 22-1/2' BEND (MJ) _ w co i 03 NOT USED. ■ Z ~ W Z ® NOT USED. Q� z 8"x8"x6" TEE (MJxMJxFLG) .� a III I --I -JI i r-1 I '\\, / 0 6" VALVE (MJxFLG) a j L--- - --- I - --- I / / // CONST 12 LF 6" WATER MAIN = t - L- 4+2300 162'L / '/ FIRE HYDRANT (PER MERIDIAN SD-W8) - _ W ------ 7+63.36 - - *EI 2562.10' /; / © 8%8%6" TEE MJxMJxFLG) LLU W 4" 176'L -- - I �> I / z 6" VALVE (MJxFLG) w 9+08.00 l \ w Z U_ l0 El 2563.76 " j \ �> ® / CONST. 13 LF 6" WATER MAIN EI 2 62.00 j \\j /> �' = v z FIRE HYDRANT (PER MERIDIAN SD-W8) Cc Z W M --, NOT USED. W o J U - -.- NOT USED. ui J I r \ //jj 09 NOT USED. � C.� w r I I / s / I I .. NOT USED. .e �1 INDEX MAP © 11-1/4' BEND [SEWER SERVICE ] �pNAL F - - 0 r 7 68. 6 9 03 0 11� FiyF, \ /% /�(/ 25 © 22 1 2' BEND SEWER SERVICE r ® 4" 123'L --= 4" 116'L I� F9�A F`,A/ / [ ] 7+53.36 �r j EI 2563.07 I F CONSTRUCT 28 LF ,( Q __256 !.66 * I I I S O \ %� 45- BEND SEWER SERVICE 03/15/20210 ' 4" 122'L--_ � r I El 256 •; �, y y / El 2562.66 �` �� i j i�� Fti 9�� 8" WATER MAIN �• �, / j ® 90' BEND [SEWER SERVICE] 882 I �.� SSMH B-1 ® CONSTRUCT 4" CLEAN-OUT PER ISPWC <- - SD-506A. CLEAN-OUTS IN HARDSCAPE -- -�-}- CONSTRUCT 103 LF / / SSMH D-6 Fri RPM I AREAS (SIDEWALK/ASPHALT) MUST BE 1 A I II I A III $» WATER MAIN', ��/ 9 VA / TRAFFIC-RATED CAST IRON RING & I , 111 A I II 6 COVER. %1`�.` CHECKED BY: Ii - __ , NOTE: CLEANOUTS SHALL BE INSTALLED DAVID A. BAILEY P.E. -- 1 �• v CONSTRUCT 11 LF II � EVERY 100 LF & AT BENDS EXCEEDING •' I 1� •�_ --- I I a' ..,, / ado `� �\ '''` 9+95.65 � . \ / .,%' DRAWN BY: 45' PER INTERNATIONAL PLUMBING CODE. �6+63.40 I I I 1 8 WATER MAIN : / ��L ` %% 4" 35'R \ KSC 4" 52'L " 7+38.92 I I1 7+82.62 I I II / * / p• ��/ �%� El 2561.93 ` El 52 1.18 I 4' 52'L I " " 8+65.43 I I / ♦ ® ,s 8" C-900 SEWER SERVICE SLEEVE 4 52 L I o• / �� / = P \ ® THROUGH ACROSS INFILTRATION DRAINAGE El 2561.25 I / - -�- _ I 1 2 ` El 561.27 I %° / � FACILITY SLEEVE MUST EXTEND 5' - - -,-••�' .�_' •�.I ,. I_ --..- I' ' -� ': - _ _____ - ` ' "" �� e -----� � ` j � BE YOND EFACILITY GA ITYN ------- _- ,, �,� '��, • • - / �• s• HAL HAVE EN D SEALS NSTALLE ON ----------- AtBOTH ENDS. END SEALS MFG. BY "PSI" OR EQUIVALENT.9+57.81 ! 4" 34'R fi NOT USED. E 1 _ _j J J I I I I El 2561.71 ' w I f-- -ylt_ �_ _ _____�--_ i � �i �,.� 0� \ �,r ® POTABLE/NON-POTABLE SERVICE -I- = PRIVATE r-� L_ w / '' CROSSING. REFER TO WATER NOTE 2 V) - W W I I I to s / j I �' / '~ ON COVER SHEET 1.0. Fes- U � I- _ ®�• i I I \ �/ ��• z PVC 5 � I -5' ' S 9; S 5 a WATER METER LEGEND N CONSTRUCT 43 LF I v / �'%' /'� • o - - � ER M �y CITY OF MERIDIAN STANDARD DRAWINGS W 3 � 8 WATER MAIN' I � / � & W5C1 1 W W 1 --• _ --.-- I I i LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT ® LINE WITH FIRE HYDRANT. y o / f, -�- I ' ---- 4" 25'R LLJ 7+87.62 ; �` J ' / / / '''� DOUBLE METER SERVICE � z El 2560.72 �- 4" 25'R Q El 2560.77 1 4+ 38 R8 I ------ I /' , I / d SINGLE METER SERVICE - ------- El 2561.16 Ld ' SSMH D-4 - _ 9+18.00 / SERVICE PIPING SHALL BE ANSI/AWWA C 901 CONSTRUCT 105 LF I --- I � 4" 99'R / POLYETHYLENE PER ISPWC SECTION 404.2.2.A. I I• $ I El 2562.77 I WATER MAIN ' � I Z ----L--------------- "; METER (PER UNIT), 1 BLDG SUPPLY LINE ( ER UNIT) / DETACHED UNITS: 1" STREET SERVICE (SHARED, TYP), 3 4" J j I i LL ---� SIX-PLEXES: 1 1/2" METER & STREET SERVICE, 2" Ir I Q / BUILDING SUPPLY LINE. 4" FIRE SERVICE TO BUILDING Lv / O ----------- -- --- ===== -= i CLUBHOUSE: 1 1/2" METER & STREET SERVICE, 2" ------- e BUILDING SUPPLY LINE Ch I : , _ - -r Q R I i i Lv VERTICALLY INTEGRATED UNITS: 2" METER & STREET ` OBUILDING. BUILDING SUPPLY LINE. 6 FIRE SERVICE TO I r ; �•.I 0 >' II •.ice � IL SERVICE, 3 I 9+13.00 --- -t ___ _' I o ;I 30 0 15 30 60 " ' SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD I/ 1 I�_I s• I ;A 4 162 R --- ",i i • . ; I El 2562.04 I I i -�--�- SW-3. a " • ' L, Z ' T-I z + ' I ' SCALE IN FEET I - . I I I _ NOTE: 1" 30' THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. 3 n 00 NOTE: Z 257 LO �?_00 Z 2574 ALL NEW WATER MAINS TO BE CONSTRUCTED WITH ANSI/AWWA C 900 POLYVINYL CHLORIDE (PVC) PER W^00 O 0 ISPWC SECTION 401.2.2.A. O LLI V) rn Lq r, 00 (0 cq F to N NOTE: w �`� � 6 � 10) 00 ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, + _ LO � N L O 0000 � L + CO Z � CONSTRUCTED PER ISPWC SD-501. Cfl DM . NH I � � � N =rnrm NZ O 257 = 00 Z O + LO Z 0 N - Z Z 2571 FROM ITHE �S PE DE FDACE OFTMANHOLE OF WTO MNSI DESFACECOFATED O 2 00 (V - (N(n 0_ - - U � »FINAL GRADE � Q � » MANHOLE. Ith N N Z Z N N Z Z ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC Q SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. LIJ o -- --- - *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 256 _ _ _ _ _ _ ___ ____ _ _ _-- 2568 200 (SDR-21) PIPE. SEE WATER NOTE 3. EXISTING GRADE BENCH MARKS 611 TBM TBM #1 - 2566.69 - EXISTING SEWER MANHOLE, LOCATED INTERSECTION OF PINE & TEN MILE. 256 2565 SEE SHEET 5.1. TBM #2 - 2570.47 - EXISTING RECYCLED WATER LINE W » WATER M IN VALVE. SEE SHEET 5.2. 0 8 WATER MAIN 256 2562 9 LF 8" vc 00.62% C��VI B IDIAN APPROVED FOR W 6 LF 8" PV 00.42% (101 L C-C) IowNo " vc c�o.42� 60 LF -c) CONSTRUCTION 229 LF 8 ( These plans and/or specifications have been reviewed for 255 (233 L C- INV. 561. 2559 compliance with Meridian City Standards and Specifications. W III-INV. 2561.0 This review does not relieve the owner, engineer, or contractor *4"SS O W TER MAIN of the responsibility to design and/or construct those facilities V / STA: 9+08.0 in compliance with all current applicable federal, state and local INV: 2560.93 laws, rules, regulations, ordinances, development agreements, *4"SS O WA MAIN specifications, orders or approvals, all of which the City retains DATE: 255 2556 the right to enforce. Inconsistencies not noted by City staff shall 3-15-2021 ::::7 STA. 9+03.OD not be construed as approved unless specifically addressed PROJECT: SEWER LINE D ID ROFI LE INV: 2560.89 in writing by the City. Any proposed revision to these plans must C2019-023 H R: 1 0' *4"SS O WArER MAIN be submitted for review and compliance with the Meridian City SHEET Standards and Specifications before said revision is constructed. 255 +30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10 H53 Name Date C� Q M 0 o0 C U LEGEND _ QCOO r/ a I� 00 - II SEE MILE HIGH --�G \ \\\\\ �=e�< .sP,'.,'.r:„*IIl•I I----,`�--��:-=�--'�<1.-J•�=�1r—P-o-.O•-1-=-_o--_--/.�_-.III.:;III'_I =-iI-r,-/`-_--i..=;3.r/_--�-,__/-I1uII__.�__,>'_`--__/.J—�.r.I Ao.--�.-�-.-•-=®.''--__-.\�/.'--I-.li/-�\-�J-�-�-0=--E,-®.,=i IIr/�,-I�.II\,;I.�,;+-�.-^--•®,=-.�l --¢0�S-�T-�-�•\+'-•P rIrI�I\I-lI`Ie-oo-\--¢\-°-�o-.I I I-y®-Pr-®r��_---I®-�F_—�/�-•II ;Ir='¢.4,e r-,-f-_•�--Itt^I��Ir—-\=5-`4_-.®4,®_--•_--;-s�-¢---•,�.1III I=1 I II/�-.\;\._\r�I Ir-�,-II\T�-\\I:1;l II=I`III I\I1 {—\1I=I�-\'•_/"I\ s'-!-•o-,-®//\:.\,-P.®_i-.�®Q-i°.-ii.'�.-, t o° �`=f.�.°I`:D�O\r'lI1-s,.-®I�V I—I.IL_f=>-�_1.I�O\;�°,®•o-\-v-�\t.O�\-•�-_'-;,\•tir=J:,,--��',�I r< •T_--®'�, #__.�II\I\r,'•.¢I:�,(-_—Sl�I/.l�'`-Ii_iIr-1.\''-i'rl',—:1�r,1.\=®`-_�_�;-''��I'®_l,.-\—G'�,-\__-;-_�->®�--.�_.i r-"._�®�-;\-:��°-�%;Y:-°>o_-�<-'.�!Iv,\-�/I�-r=/.-\.-_---�/.��,I��--�-�'-_tir�_-1-P//.:\,-_- �\'-.J_\>:-\O¢Ff%®P_�\.-:®—b\.�`_-/-._{'j:',��,.�5_-:;II%'�./^`,®�_-r��'•L.�/;�I,_-V<�^�I\�</o;/<_--s�°� ,-®'��/•�\`_'<1I--."'—>--f/tey/y-Y-I I--IS-I��I,r_ ^•I�\��s''III-I--II r-R—"O�/I I I�-/R s/`�--- .11I 1_ //''1/d.-.—/b,lj.:��"i I-•.d/\.sI\,vb-.r_/.;/-r\\/<-r./_"`\'s__-°,^,�•I,`(�.v'�r^-fII-I.®5�-:-�`I'v0/"-:�"`-I,._.�!-.-i,/�-r'-'V-�II•.r Is®_-,�,�,iI-�-iI-I��-a/�'-,¢--I- R_�-:R-i.JN.II•�-.°'.;{f II '.s-\.vI;�i,-°N-sI I I-I'-I I:'.-�/I:_I----�—g!'I��II°-,�'`'\.®—:_:�•—-N�-�I��,�Rfi'-::r'_1.—''----�•_,- I\-g_�--_-,-N�oIi-Ir J_-�-em r_-®--i IjtII_�-L®•�4�s---z°._D_//_�_--�r-_-/�i�-F-_-�"C O'��;'-_I-?-/-NS-_Y-'T_�-�-_R•i---�{-'_r-��_¢-r�'-__'�/,U-C-'�-rTR 4--_1�s-°-�- LI J'•Ii'II I I-I.'F•''-.'P.�_L�II®-'_�-I'S--4-_4I----`�--_-_R--\r��-\ -_;V'_'_-_-__-_r_-__-__-a__-__-__-•__-__-__-__-_(_-®__-_'_-__--__-_®_-__--__-_I___-_I® \_uIIiIiIIIIi iIIIIIII IIlIIIa{III lII iIIi I II II II'•I1 IIiIIIrIIIIIiI 1II1 1iI_,III 1I1I. IIII1 Ii.III II I 1 I�II i"il,II1 II E.:II��lI'`I I I I IIlv II u RiI I I;IIIIIIIIIII I1IIIIl;I RI II II I I X I III II I I IiI II II II I I Ia II II iI IIII I I I I I I I,II II I II I'II I II Ii I iI.�I iIIaI Iit III .II uIIt I��I u�III I i IIII IRI I III I I I II I I II I II 1 I III II II III II II iII 1i1II�IIIiIIrI I� I1IIIIo`I II`III`IIpIIIIII�II oI I I II\I II IuII1II III II I I III IIIIIIIIIIIIIII;;;IIII II 1IIIIIII I uI IIIIIII II I' i IIIIIIIIiIuHiIIIi ❑IiIIII II II II iII 1III I IIi W I O1 SUBDIVISION BD I VISION BOUNDARY LINE CONSTRUCT 37 CONSTRUCT OFFSITE -; - :-: : , , - w 6 P-IRR PIPE SEE MILE HIGH CENTERLINE LU -IRR PIPE6" PPLAN SET w w w w w w PINES OFFSITE - ---- _ RIGHT-OF-WAY LINEW W w w w w w w W-PLAN SET 0WN �IWVNLQ�.0UHQ�o'L� �(I P _L20��3GpN/ S 1N.S�5SOA I RVCRaF o Z -- = =(2) 6» P-IRR VALVES- LOT LINE Zw 6nx6 x4„ TEE ==STUB 3 LF 6" P-IRR CONSTRUCT 590 LFO K - - --_-- . PINE AVE 6" P-IRR VALVE W. PINE AVE. S6" P-IRR PIPE 5 ss PI CONST. PRESSURE IRRIGATION LINE CAP & MARK TO SURFACE - - - - - - - - - - - LF- CONSTRUCT _ WITH IRRIGATION RISE - - - - - - Z ya G' �Uoa°�� j GATE VALVE W/RISER plm — — — — — — — — — — — — — — — _ - - 11 O MAINLINE DRAIN W CONSTRUCT 4 LF wZAIR RELEASE VALVE 4 P-IRR PIPE - CID 13 _ _ _ _ _ D SD ONSTRUCT 15 LF P ui't o KEYNOTESWC„ P11.25 BEND 11.26 BEND 6 -IRR PIPE cCQW`�,° l CONNECT TO 6» VALVE Q CONSTRUCT 90 LF 6 90' ELBOW [SEE OFFSITE PLANS] CONSTRUCT 105 LFJ 6 P-IRR PIPE INSTALL DRAIN SEE DETAIL SHEET 6.2. 4" P-IRR PIPE I PRESSURE IRRIGATION SERVICE. SEE DETAIL SHEET 6.2.11.25' BEND11.25' BND CONNECT TO RPBPA 2" PRESSURE IRRIGATION SERVICE. SEE DETAIL SHEET 6.2 111, I® 021 17882 NOTES THRUST BLOCKS TO BE PROVIDED PER ISPWC SD-403 AT ALL FITTINGS AND VALVES. NOTIFY DESIGN ENGINEER TO WITNESS of w w w ETON N. PRIVATE w w w \ X COMMERCIAL AREA TO BE WATERED Q, w w THRUST BLOCK CONSTRUCTION. MIN 24 HOURS NOTICE REQ. s- S WITH MERIDIAN RECYCLED WATER SDITrSD S 5T -5 1 s, LINE [TO BE COORDINATED WITH � � 1 -1i— D � CITY OF MERIDIAN] CITY OF MERIDIAN MUNICIPAL WATER IS THE BACKUP WATER CHECKED BY: SOURCE FOR THIS DEVELOPMENT. RPBPA ASSEMBLY LOCATED IN DAVID A. BAILEY P.E. LOT 6, BLOCK 1. --- ---- DRAWN BY: SKSC J THIS DEVELOPMENT SITE CONTAINS EXTENSIVE 'DESIGN-BUILD' D SPRINKLER SYSTEM. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING SLEEVES AS NECESSARY FOR SUBSURFACE -------- r-- SPRINKLER PIPING, TIMERS, ETC. SPRINKLER CONTRACTOR TO VERIFY ADEQUATE QUANTITY, LOCATION AND SIZING OF 13 PRESSURE IRRIGATION SERVICES. T �IBL 0CKUj w � IYI > z j W , & 4, 1; o Al �1� / 0 PUBLIC TR ACCESS , _ I ® -----_ I ------= ' < - �11 - � r D ________ Plans Are Accepted For Public Street Construction /O — — — L 5� w w BY stumping and signing the improvement plans, the Re istered S Engineer ensures the District that the plans conform to all District T-5 W NEWLAND LN. (PRIVAE) policies and standards Variances or givers must be specifical —1-4-1—1 1 1 1 1 ly and previously approved by the District in writing. Acceptance -� L of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: ADA COUNTY HIGHWAY DISTRICT PI,//'\ L1. j. APPROVED FOR CONSTRUCTION W These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local 4 laws rules regulations, ordinances, development agreements, IR IR IR specifications, orders or approvals, all of which the City retains DATE: the right to enforce. Inconsistencies not noted b Citystaff shall 3-15-2021 not be construed as approved unless specifically addressed PROJECT: in writing by the City. Any proposed revision to these plans must C2019-023 50 0 25 50 100 be submitted for review and compliance with the Meridian City SHEET II I iii Standards and Specifications before said revision is constructed. iii II II TC1F TOE rnr III SCALE IN FEET Name Date 1"=50' 16011 Q O U MENEM M N c O N � V W � ■� Z � Z Z M= a DOMESTIC WATER METER 1 CURB STOP BALL BOX COVER. OBLITERATE VALVE SUCH AS FORD = Z w WORDS "WATER METER" B11-666SW DOMESTIC WATER METER AIR RELEASE VALVE W FROM LID. FORD NO. X43 BOX COVER OBLITERATE 1 Y2 " 200 PSI RATED II= WORDS "WATER METER" OR EQUIVALENT CAST IRON WITH 13 W w LOCKING LIDS FORD NO. X43 CAST IRON w Z � WITH 13 Y2 LOCKING LIDS MMENEM� co 00 LLJ �\ \\ \\ \\ \ \\ \\ W < o �L w VA�VA�VA�V A\VAi 20 PVC z VA/AAA/�\ VA�AA�AX/ 20" PVC N \ a y a a \\VAS V/\V�\ �S�pN �A Ox AAX�A �� a a a a a ��A��A \j 03/15/2021 BRASS I N 1 CU. YD. V��V��V�� 17882 PIPE / /\ a a /\\ BDRAIN ROCK TOOTTOM OF VALVE \/\\\/�\\/�\\ Da \\/�\� MIN 1 CU. YD. N� �.l� G� FOR SUPPORT ��A�AA�A VA �V� BDRAIN OTTOM OF K TO VALVE �F� OF sP�� FOR SUPPORT N S.CHE C� DRAIN VALVE DETAIL DAV D BY:CA.EBAILEY P.E. NOT TO SCALE AIR VENT STATION DETAIL DRAWN BY: NOT TO SCALE KSC 10 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND Q2 3" x 4" x 6" CINDER BLOCK (OR EQUAL) Q3 4" x 3/4" SADDLE MINIMUM 1Q 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND 1 ® 4" MAIN LINE MINIMUM Q2 3" x 4" x 6" CINDER BLOCK (OR EQUAL) Q5 3/4" POLY PIPE 200 PSI Q3 4" x 3/4" SADDLE MINIMUM zo © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND ® 4" MAIN LINE MINIMUM ' O Q5 8' x 3/4" BRASS NIPPLE 7 3/4" BASS COMP. COUPLINGS 1 fifi fi 0 8 3/4" BRASS CURB STOP �,��,��,��,��, �, �,��,��,��, ��,��,��,��, ROCK CHIPS � \�\fi\� �`'��'�� ,,�� ,��' ��?� �� © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND 1 � '��"� o O ' ' ' \' fi' ® 3" FEMALE ADD. �fi� OO 3/4" BRASS CURB STOP Q LOCATOR WIRE 1 ® ROCK CHIPS 3 0 w ® 3" PVC PLUG � 3" FEMALE ADD. 4 w � N o 3® 8 ® LOCATOR WIRE MARKER STEEL "T" POST 4 �1 3" PVC PLUG "�- � 6 � � z ® MARKER STEEL T" POST 5 ,'8 2 g �J P n 9 N.M.I.D "MODIFIED" TYPE A RISER LONG SIDE SERVICE DETAIL N.M.I.D "MODIFIED" TYPE A RISER SHORT SIDE SERVICE DETAIL .__I NOT TO SCALE NOT TO SCALE W e W THRUST BLOCKS SHALL BE PROVIDED FOR HORIZONTAL AND VERTICAL PIPE BENDS o RP BACK FLOW PER ISPWC SD-403 DEVICE (4" — S OR APPROVED Z APPROVEDD EQUAL) VALVE SLEEVE VALVE SLEEVE 0 WITH COVER RP BACK FLOW WITH COVER VALVE SLEEVE METER BOX DEVICE TO HAVE 12" WITH COVER WITH COVER MIN. CLEARANCE FROM FINISHED GRADE I I 4" PRESSURE IRRIGATION MAIN Plans Are Accepted For Public 8" WATER MAIN 4" WATER METER 3/4" CURB STOP Street Construction VALVE. PROVIDE DRAIN 4" GATE VALVE ROCK AND BOX PER By stamping and signing the improvement plans, the Registered DRAIN VALVE DETAIL Engineer ensures the District that the plans conform to all District W THIS SHEET. SLOPE TO I z policies and standards. Variances or waivers must be specifical— DRAIN I ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the a Registered Engineer of these responsibilities. BY DATE: ALL CONNECTIONS INTO I ADA COUNTY HIGHWAY DISTRICT WATER MAIN SHALL BE CONNECT TO 4" P.I. 4" GATE VALVE MAIN WITH A I 4" HOT TAP. INSTALL TAPPING SADDLE 4" GATE VALVE. �p �► APPROVED FOR V) (n �owxo 0 REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY CONSTRUCTION W NOT TO SCALE These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains DATE: the right to enforce. Inconsistencies not noted by City staff shall 3-15-2021 not be construed as approved unless specifically addressed PROJECT: in writing by the City. Any proposed revision to these plans must C2019-023 50 0 25 50 100 be submitted for review and compliance with the Meridian City SHEET Standards and Specifications before said revision is constructed. SCALE IN FEET Name Date 1"=50' 6o2 M 1 W. PINE AVE. NOTE: Oct _ 9 o _ FOR ELEVATIONS SEE PROFILE VIEW EACH SHEET co N � SEE PLAN VIEW EACH SHEET FOR MANHOLE LAYOUT w a� ■� Z C', EXPANDED METAL LID Z ATTACH SECURELY TOP OF GRATE ELEV Z TO CONCRETE RIM SEE PLAN QJ WITH 5/8" BOLT AND _ LARGE WASHER. 6 �- 6" MIN./I a 0 � o FINISHED GROUND ELEV. = Z W J SEE PLAN ;y ��\\\ \\\� \� LU VARIES SEE PLAN W W W Z w Lj ~ V-0" SUMP ■� � Lll M z W a X � � � CD of %' sue /1 If ♦ i / i� �� f �� ` � '� ��\ � BOX INV. = LOWEST 01 �� \, %� ,• ,,�>�, INDEX MAP — o PIPE INV. 1'-0" � NAL F 1 =250 NOTE: �gS \S TE ` ��G 03/15/2021 ALL IRRIGATION MANHOLES ARE TO BE MINIMUM 48 DIA. PRECAST PER I.S.P.W.C. SD-613A WITH A 1' SUMP, UNLESS OTHERWISE SPECIFIED. 17882 FOR ELEVATIONS SEE PROFILE AND PLAN THIS SHEET y IRR I W PRECAST MANHOLES REQUIRE KOR-N-SEAL FLEXIBLE CONNECTIONS OR . � APPROVED (BY DESIGN ENGINEER, IN WRITING) EQUIVALENT. �N 5• CRP a ,e rJ 1> b• CHECKED BY: i �Q s I aW DAVI LLJ D A. BAILEY P.E. ______ TYP. IRRIGATION MANHOLE 12 SDR-35 % DRAWN BY:------ --- KSC® --- CROSS SECTION NOT TO SCALE - •y , ILLJ I a F I L7 I z _______________ -------------- I •, .. is � > � I � ; X I j Q .' , - ----------- Y -------- ' • I - ---- -------- --------- ---------------- C u I LAJ -- I LL> I I , ----- 12" SDR-35 00.54% � • y —� I � I I • 0 L",/ ;I ------- --- O J r� • i I I � a° I I L Z I a a • ">.. �� `� • '' i � ., ,.. / r� as 1� I \� > .W I __________________________________ ------ �I � � O �r---- --- ■� I -` f1' z GARAGE ®®® O � � o � W GIRR MH-3 12" SDR-35 00.68% 12" SDR-35 00.91% GIRR MH-4 12" SDR-35 00.21% Q = LL. � Q GIRR MH-2 O W 30 0 15 30 60 e SCALE IN FEET 1"=30' o 2577 N 2577 COORDINATE G AVITY IRRIGATION WORK WITH o Z DOWNSTREAM WATER SERS AND DOWNSTREAM o w Q 257 2574 J MAY NOT BE NECESSARY PENDING DOWNSTREAM + _� CL o� CONSTRUCTION SCHEDULE AND AGREEMENT WITH Q = 257 DOWNSTREAM USERS. ~ v 2571 Z a 0 FINISHED RADE _ 2 L � COORDINATEANY REQ. _ _— ——12 (2' MIN COVER - --_—_ _--- � o SD -35 ® 2.00 OUTLET PIPING FROM GIRR 256 - EXISTING GR DE /� 2568 ABOVE-GROUNE GATED PVC DIRECTLY WATER USE S/DEVELOPER. \L TO MANHOLE. ERIFY DIA. PRIOR TO ORDERING MATERIALS. loo 256 325 LF 12 " z 2565 7LF12" ® 0.68 44 LF 55 1�� 91 sTA:s+91. N256 LF 12 2562 SD —35 CONS RU CTI N LRIM:2568.7 SUMP•2563 32 These pl Fins and/or specifications have been review d for GIRR MH-3 INV IN:256 .32 12"SE compliance with Meridian City Standards and Specifications. GIRR MH- STA•4+10.55 INV OUT:25 4.34 12"N This revie does not relieve the owner, engineer, or co tractor of the responsibili to design and/or ran istruct those_fE cilities 255 GI R MH-1 RIM:2567.1 SUMP:2561.42 in complian e with all curr nt applicable federal, state and local 2559 ST :2+04.00 UMP:2561:0 INV IN:2562.42 12"SE laws, rules, regulations, ordinances, development agreements, r ^ RI :2567.10 INV IN:25 2.00 12"S INV IN:256 .42 12"NW specificatio s, orders or approvals, all of which the City retains V S MP•2560.15 INV OUT• 562.00 12" the right to enforce. Inconsistencies not roted by City staff shall INV IN•2561.15 12"S not be construed as approved unless specifically addressed DATE: in writing b the City. Any proposed revis on to these pl ns must 3-15-2021 255 be submitted or review arid compliance with the Meridian City 2556 PROJECT: MILE HIGH PINES IRR — USERS DELIVER PROFIL.E Standards and Specificatio s before said revision is constructed. C2019-023 H O R: I "=3 0' Name Da to SHEET VER: 1 "=3' 2 255 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60553 7 Q OLn S NOTE: _ co 7N (D FOR ELEVATIONS SEE PROFILE VIEW EACH SHEET V � SEE PLAN VIEW EACH SHEET FOR MANHOLE LAYOUT = w L EXPANDED METAL LID Z ATTACH SECURELY TOP OF GRATE ELEV Z TO CONCRETE RIM rSEE PLAN = WITH 5/8" BOLT AND LARGE WASHER. 6 6" MIN. o w FINISHED GROUND ELEV. W Z w SEE PLAN �� \ \\\ \ \\�� W U) VARIES SEE PLAN W w w Z w U z 1'-0" SUMP `Z a00 coU) ui _j wQ w 41- -i .'. ,-`------------ BOX INV. - LOWEST 4y-' PIPE INV. - V-0" �pNAL E i I I I "I S iV x A r - r :I: INDEX MAP ��S �\srE �% r 1 =250 e-o 2i I NOTE: j ALL IRRIGATION MANHOLES ARE TO BE MINIMUM 48" DIA. PRECAST PER I -------------- I . , :. --- 3/15/20Q I II II I.S.P.W.C. SD-613A WITH A 1 SUMP, UNLESS OTHERWISE SPECIFIED. �n '9 / ."'�. '/' � /' % � I� \ / ' i I I I — � { •I— — � �I ;. � i � FOR ELEVATIONS SEE PROFILE AND PLAN THIS SHEET T O�'� ' 7 / -----r -�� • ( — — — .- — ., v ---- I I-- = - - - --- _ I ii I I I ii �� OF PRECAST MANHOLES REQUIRE KOR—N— N SEAL FLEXIBLE CONNECTIONS OR V/ �P S. _ / APPROVED BY DESIGN ENGINEER, IN WRITING) EQUIVALENT. ` , � IF y -'- -• - F r' � r � I I III I I� III � CHECKED BY: DAVID A. BAILEY P.E. �P I I I I `' I I "' / I �;��I TYP. IRRIGATION MANHOLE I I . vv j \\� DRY W CROSS SECTION NOT TO SCALE 771 ® II 4 i I I ✓ f I I ® I a l - - /I uI I • .. . — — w— — •v — — v _ - - - - 013 , r -II I , ,---`-. ■II plr-"�-IYIn .. r r e .• r. r ,' .r a --- --- ---�' ( •r r r / ■II ■n ='• ■ •,, ., , ._. .•. ' , - - _ - _1- M .. —f-�■11 dry. r I" _ '•' a / ��\ 3 I /�� GIRR MH—5 a k-11 II IRR II IRR ❑ 12" SDR-35 00.32% GIRR MH-6 179` �yi ii o 12 SDR-35 00.257 / GIRR MH-7 jl / II 31 1�1 w 12" SDR-35 ®0.25% 1 AL — — — I I i i — — — — — — — — — — — — — I III II I III I III I 0 / �/ TOE _ _ _ — — TOE TOE TOE EX GIRR MH-8 _ _ _ - 74E _ T = - - -_ _ — — — — — — - - - - - - - - - - _ _ TOE— Z TOE TOE _ _ _ _ _ _ _ _ _ _ _ + f TOE TOP— — — — — — — — —TOE TO P T 0 P--� TOP — — — — — — — — — — — — — — — — — — — — — — — r0 P — I , I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — �II ' II\\ 111 1 W - - - - - - - - - - - - - - _ _ — — — — — — - - - - - TOE TOE— — — — — — — — — — — — — — — — _ _ T6E TOE TOE TOE- — -- -- -- — — —--- __ — — — TOE — — — — — — _\ \ II II ITi II I �I C3 I - -T^� TOE TO OE— — III II \ it I I ------------------------------------------ OREGON SHORT LINE RR — I 11 " I - 111 Eli 3I III L_I L-------- - - --------- - ----------- I Q II I I o 30 0 15 30 60 SCALE IN FEET 1"=30' Z Q 2577 2577 .J COORDINATE GRAVITY IRRIGATION WORK WITH o � � o DOWNSTREAM WATER USERS ND DOWNSTREAM 0 257 o w DEVELOPER . CONSTRUCTION F GRAVITY 2574 Z LO = IRRIGATION MAY NOT BE NECESSARY PENDING EXCAVATE EX. 10 PVC EXISTING IRRIG rn DOWNSTREAM CONSTRUCTION SCHEDULE AND BOXXUTO FORM WATERA IGOHT O Q /=1 AGREEMENT WITH DOWNSTREAM USERS. SEAL — ~ Q257 25712' MIN COVER) T i , ^ EXISTING GRA E 256 2568 I I I 196LF12" 242 LF 12" S R-35 00. 5% I I 256 SDR-3 ® 0.32% ' — — 2565 I I �p �► GIRR MH-7 ; B IDIAN APPROVED FOR STA 14+66.45 �owNo o GIRR MH-5 GIRR MH-6 RIM:2570.63 CONSTRUCTION STA•12+6 .40NV SU P:2565.28 These plans and/or specifications have been reviewed for Q STA:10+20.3 " P 256 RIM:2570. 5 2562 compliance with Meridian City Standards and Specifications. �y SUMP•2564. 0 SUMP:256 .78 INV OUT:256 .28 12"W This review does not relieve the owner, engineer, or contractor L.L INV IN:2565. 0 12"E INV IN:25 5.78 12"E of the responsibility to design and/or construct those facilities I> INV IN:25 56 0 12"NW INV IN:25 .78 12 E 2 LF 12" E GIRR MH— in compliance with all current applicable federal, state and local (D OUT• SDR-35 ® 0.25% S A:14+95.99 laws, rules, regulations, ordinances, development agreements, R M•2571.43 specifications, orders or approvals, all of which the City retains DATE: 255 CORE EX. IRR BOX TO 2559 the right to enforce. Inconsistencies not noted by City staff shall 3-15-2021 CONNECT NEW 12" SDR- 5 not be construed as approved unless specifically addressed PROJECT: MILE HIGH PINES IRR - S USERS DELIVER PROFILE AT SPECIFIED INVERT I V IN:2564.9 12 E in writing by the City. Any proposed revision to these plans must C2019-023 ELEVATION. I V OUT:2566. 5 12"W H 0 R: "=3 0' be submitted for review and compliance with the Meridian City SHEET Standards and Specifications before said revision is constructed. VER: 1 "=3' 255t +30 9+60 9+90 10 20 10 50 10 80 11 10 11 40 11 70 12 00 12 30 12 60 12 90 13 20 13 50 13 80 14 10 14 40 14 70 15 00 15 ?856 Name Date 7 s 2-1