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CC - Construction Drawings GENERAL SEWER GENERAL LEGEND DEVELOPMENT PLANS FOR = o 'COO 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA _ QC�) co Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), Meridian Design 58.1.16) as well as the standards and specifications referred to in General Construction Note No. 1. SS EXISTING SEWER LINE BARAYA SUBDIVISION N O . 5 Standards, the requirements of the Ada County Highway District (ACHD), and/or the requirements of the Idaho Transportation 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, W EXISTING WATER LINE �_ cm w Department (ITD). The more stringent of any of these standards shall be the controlling standards or specifications. storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable SD NEW STORM DRAIN A PORTION OF THE NE 1/4 OF THE NW 1/4 AND THE NW 1/4 OF THE NE 1/4 i Z 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or readily water main and non-potable water main to cross with less than eighteen (18) inches of vertical 3 W NEW WATER LINE OF SECTION 15, T.3N., R.iW., BOISE MERIDIAN � z accessible at all times during construction (available on the website). Failure to have access to a current copy of the separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules NEW SEWER LINE MERIDIAN, ADA COUNTY, IDAHO = Standard Specifications on site could be grounds for a stop work order until the situation is resolved. for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules 2020 3. The Contractor shall have plans stamped "Approved for Construction"by the City of Meridian on site at (IDAPA 58.01.16). PI NEW PRESSURE IRRIGATION LINE _ W/SERVICE all times. 3. The horizontal separation of non-potable services and potable water services or potable water Z_ o 4. All Contractors, x x x x x x EXISTING FENCE Subcontractors, and Utility Contractors shall attend apre-construction conference prior to start of work. W N mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and S w 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is EP EXISTING EDGE OF PAVEMENT �� UMBRIA W non-potable water main to cross with less than eighteen (18) inches of vertical separation, the 6 W 5 required. No work may begin on any project without Twenty Four (24) hour prior notice. EP NEW EDGE OF PAVEMENT Z U) crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public p 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open or ------------------- SAW CUT LINE o, '� : " Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA w close water valves. 58.01.16). -- -- BOUNDARY LINE W a co 7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the - - - - ROADWAY CENTER LINE FRITTS ENTRATA FARMS J ; o request of the approving agency or the Design Engineer, 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever the service SUBDIVISION NO. 1 w w q pp g g y g g Contractors shall furnish proof that all materials installed on this ROADWAY RIGHT-OF-WAY project meet the specification requirements set forth in General Construction Note No. 1. line crosses a storm water treatment facility (i.e., seepage beds, drainage swales). W FRANKLIN RD V- - - - - - - - - - EASEMENT BOUNDARY w 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) -- -- placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. LOT LINE BARAYA � 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, WA - - - - 4-7 0- EXISTING CONTOUR SUBDIVISION �♦ BARAYA BARAYA and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the 1. Construction of the water system shall conform to the standards in the Idaho Rules for Public g00-� FINAL GRADE CONTOUR ♦ SUBDIVISION N0. 3 SUBDIVISION S\pNAL FN P P Y P 9 NO. 1 NO. 2 F,5 ci work in an acceptable manner in accordance with the DEQ QLPE approved construction Tans. Drinking Water Systems (IDAPA 58.01.08) as well as the standards and specifications referred to in G\STF,Q P / PP P General Construction Note No. 1. ELEVATION ® STATION , �o �� FO 10. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to STATION POINT (TOP BACK OF ROLLED - _ 08/05/2020 construction. 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, ELEVATION CURB UNLESS OTHERWISE NOTED) \\ 17882 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the Building storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable Mor%fn BARAYA APRSYA cn�� Division of the Meridian Public Works Department. An deviation in street light locations from the approved plans must be water main and non-potable water main to cross with less than eighteen 18 inches of vertical TVC = TOP BACK VERTICAL CURB 0 9 P P Y 9 PP P P g ( ) o Coro/ SUBDIVISION i SUBDIVISION � � TF OF \0 TRC = TOP BACK ROLLED CURB � approved in writing from the City Engineer. separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules TBRC = TOP BACK RIBBON CURB N0. 4 � F�/N S. G�P� 12. All lot, block street, right-of-way and easement dimensions shall be taken from the final plat of: BARAYA SUBDIVISION for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules TRLC = TOP REVERSE LIP CURB IN 0. 5. (IDAPA 58.01.16). PC = POINT OF CURVATURE 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage improvements 3. The horizontal separation of non-potable services and potable water services or potable water PT = POINT OF TANGENCY Q CHECKED BY: P P P P U DAVID A. BAILEY P.E. are in lace and functioning. FL = GUTTER FLOW LINE P 9• mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and Y p PROJECT N DRAWN BY: GB = GRADE BREAK 14. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any U r � DES/BEB non-potable water main to cross with less than eighteen (18) inches of vertical separation, the GC = GRADE CHANGE a O; jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic within and crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public • gNITAF �E EV R�iIA L� SERVICE m SITE around the construction area. Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA Avr 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall determine the 58.01.16). 00 EXISTING SANITARY SEWER MANHOLE exact location of all existing utilities before commencing work. The Contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Digline # 1-800-342-1585. 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line crosses h --------- 4 a storm water treatment facility (i.e. seepage beds, drainage swales). " SEWER SERVICE LINE w 16. All Contractors working within the public road right-of-way are required to secure aright-of-way construction permit p 0- from ACHD at least forty-eight (48) hours prior to any construction. 5. The Contractor shall be responsible for providing continuous water service to all existing water TYPICAL DOUBLE WATER roil o users affected by construction. If water service must be interrupted, the contractor shall coordinate SERVICE PER MERIDIAN ``' 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water Marvin o mains. This requirement does not apply to catch basins or sand and grease vaults. with the Public Works Inspector. STANDARD DRAWING W1 c _ o Canal _ Of PROPOSED FIRE �� 18. The Contractor(s) shall remove all obstructions, both above and below ground, as required for the construction of the o CL PRESSURIZED IRRIGATION HYDRANT PER MERIDIAN proposed improvements. This shall include clearing and grubbing which consists of clearing the ground surface of all trees, STANDARD DRAWING W7 stumps, brush, undergrowth, hedges, heavy growth of grass or weeds, fences, structures, debris, rubbish, and such material 1. The pressurized irrigation system must be built to the standards of the irrigation district in which ti � EXISTING FIRE HYDRANT w which, in the opinion of the Engineer, is unsuitable for the foundation of pavements. All material not suitable for future use o it is being constructed. NAVD-88 DATUM w on site shall be disposed of off site. 2. Install a reduced pressure backflow preventer in any connection between the potable water system VICINITY MAP o w a 19. Survey control points which are critical to the construction of the project are located within the limits of work. The O LOT NUMBER w Z and the pressure irrigation system. The device must be approved by the Idaho Department of �� J N o Contractor shall take precaution to protect the points in place. Environmental Quality (DEQ) and the City of Meridian Water Department. 1 = 600 5: LU 20. All costs of retesting for previously failed tests shall be back charged to the Contractor by the Owner. All costs to the HE CATCH BASIN - ISPWC w o of Contractor incurred in correcting deficient work shall be to the Contractors account. Failure to correct such work will be 3. Install all crossings of the Public Rights-of-Way, private roadways and travelways with pressure a_ Z N cause for a stop work order and possible termination. irrigation at a maximum depth of two-and one-half (2-1/2) feet and in an AWWA C-900 pipe PER PLANS PLAN SHEET I N D E X 21. The Contractor is to field verify all existing curb & gutter, storm drain, channel crossings, and sewer elevations or sleeve with locator wire. The Public Works Department and ACHD shall inspect all crossings prior to - DIRECTION OF DRAINAGE FLOW inverts prior to construction. When discrepancies occur between plans and specifications, the Contractor shall immediately backfilling. notify the Engineer. Untimely notification shall negate any Contractors claim for additional compensation. 4. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, STREET LIGHT SHEET DESCRIPTION LO storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable 1 .0 - COVER SHEET INDEX VICINITY MAP & NOTES Z 22. Each Contractor shall be responsible for acquiring any necessary NPDES Permits, filing any NOI s, and preparing a , , water main and non-potable water main to cross with less than eighteen (18) inches of vertical 12 EXISTING DECIDUOUS TREE (CALIPER) Polution Prevention Plan (PPP) in accordance with the Environmental Protection Agency. Contact the EPA at 208-378-5746 2.1 -2.3 - FINAL PLAT for the required information. separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules _ ;, I-, EXISTING POWER LINE & POLE I W 23. The pipe Contractor shall replace all pavement and concrete removed for the installation of water, sewer, or irrigation for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules 3.1 - EXISTING SITE/DEMO PLAN pipe. All pavement shall be replaced within seven calendar days from the time the pavement and/or concrete is removed. (IDAPA 58.01.16). 3.2 - MASTER UTILITY PLAN 0 Concrete and pavement shall be replaced per ISPWC Standards. 5. The horizontal separation of non-potable services and potable water services or potable water 3.3 - SITE GRADING PLAN 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and all storm drain and mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and ENGINEER 4.1 -4.6 - STREET PLAN & PROFILE Z sewer elevations or inverts prior to construction and notify the engineer when elevations or inverts do not match plans. non-potable water main to cross with less than eighteen (18) inches of vertical separation, the BAILEY ENGINEERING, INC. crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public 1119 E. STATE ST., SUITE 210 4.7-4.8 - STREET & DRAINAGE DETAILS ROADWAY Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA EAGLE, ID 83616 5.1 -5.5 - WATER & SEWER PLAN & PROFILE 0 58.01.16). (208) 938-0013 6.1 - PRESSURE IRRIGATION PLAN Z 1. All contractors working within the public road right-of-way are required to secure a right-of-way construction 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in KCRAIG©BAILEYENGINEERS.COM permit from ACHD or ITD at least forty-eight (48) hours prior to any construction. color, with the words DANGER -UNSAFE WATER or NON-POTABLE WATER clearly marked along its DBAILEY@BAILEYENGINEERS.COM 6.2 - STREETLIGHT PLAN 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. length. Place the toe between six 6 inches below the surface and eighteen 18 inches above the 6.3-6.4 - GRAVITY IRRIGATION PLAN & PROFILE 0 W 9 P ( ) 9 ( ) Contact ACHD Inspection Services at 387-6284. top of the pipe. 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot 7. Label all irrigation risers and faucets with durable tags carrying the warning DANGER-UNSAFE DEVELOPER V / improvements outside the public right-of-way. WATER or NON-POTABLE WATER. CHALLENGER DEVELOPMENT �/ I W 4. All construction in the public right-of-way shall conform to the current edition of the ISPWC and the ACHD 6. Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFE WATER or MATT SCHULTZ Supplemental Specifications. No exception to District Policy, Standards, and the ISPWC will be allowed unless NON-POTABLE WATER, and locate them a minimum of ten (10) feet outside of the Public SCHULTZDEVELOPMENT®YAHOO.COM specifically and previously approved in writing by the District. Right-of-Way, private roadways and travelways. 1977 E OVERLAND ROAD 0 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. The 8. Install a reduced pressure backflow preventer in any connection between the potable water system P.O. BOX 369 roadway contractor shall install and adjust all spacers, grade rings, manhole rings and lids. and the pressure irrigation system. The device must be approved by the Idaho Department of MERIDIAN, ID 83680 Q 6. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and gutter, Environmental Quality (DEQ) and the City of Meridian Water Department. 880-1695 valley gutter or sidewalk improvements. 9. The Engineer or Record shall inspect all pressurized irrigation unless a properly executed 288-5560 7. Existing A.C. pavement shall be cut to a neat straight line (2' minimum cutback) parallel or perpendicular to the agreement for inspection and maintenance is in effect with the applicable Irrigation District -_ EX. SSMH A-1 W . street centerline and the exposed edge shall be tacked with emulsion prior to paving. Actual field conditions during 2 Q W Forty-eight (48) hours advance notice is required. � \ trenching may require additional pavement repair beyond the limits shown on the plans. Refer to conditions listed in 10. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a N 3 Q. -the ACHD Policy Manual. Q -SSMH A- LOCK 5 ♦ s side lot line in order to cross a street, the domestic water service and pressure irrigation mains ♦ s X. SSMH //� r 8. All water meters are to be located outside of the public right-of-way. All fire hydrants are to be located within must be on opposite sides of a lot. I o ' Q �' to ,a ,� to ,s ,4 ,3 ,z " B-1 V, the road right-of-way. There must be at least a one (1) foot separation between the back of sidewalk (or curb m SM B-4 SS H -3 11. Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch (psi) with s if no sidewalk) and the leading edge of any fire hydrant. S MH A- W. SUNSET ARCH ST. allowable loss in accordance with Section 3.1 (c) of the Standard Specifications. � � SEWER LINE A 9. Over excavation and additional granular backfill may be required in high groundwater areas which are to be THE ENGINEER OF RECORD CERTIFIES THAT W determined by the field inspector. THE PLANS ARE PREPARED IN - ' ' ' SUBSTANTIAL CONFORMANCE WITH THE SSCO A- 10. All materials placed as fill or backfill shall be placed and compacted in accordance with Section 306 of the ACHD POLICY MANUAL AND STANDARDS IN '� 2 2 �z SSMH current edition of ACHD Supplemental Specifications. A �,T SSMH B-5 I z 3 3 � B-2 ` EX. SSMH T1 J PP P E IDIt11'� � EFFECT AT THE TIME OF PREPARATION. 11. Roadway construction will meet specific details and requirements of the following Idaho Standards �►,�,� i�A H© THE ENGINEER ACKNOWLEDGES THAT ACHD 4 4 � e ♦♦ I for Public Works Construction Standard Drawings (Current Edition): 1'f Public ASSUMES NO LIABILITY FOR ERROR OR I•� s s �V) 9 �� J IAN APPROVED FOR Works Department DEFICIENCIES IN THE DESIGN. ALL w 1. Street Section, ACHD SD-801 and sections as shown on Street Details Sheet �owMo I an 5 m e w ♦♦ Design Construction Supplemental Specifications VARIANCES FROM ACHD POLICY SHALL BE I > 1G co ♦ N 2. Asphalt repair for street cuts: SD-301, ACHD SD-303, ACHD SD-806. CONSTRUCTION APPROVED IN WRITING. THE FOLLOWING , 7 Q ♦ ss •' 3 ` �„[. 3. 4.0' Concrete Valley Gutter, ACHD SD-708 These plans and/or specifications have been reviewed for ■ ■ : VARIANCES, LISTED BY DATE AND SHORT I" e J J e .w 11 F` s a ♦♦ 4. Rolled Curb and Gutter, ACHD SD-702 compliance with Meridian City Standards and Specifications. , ' DESCRIPTION, WERE APPROVED FOR THE I m � I This review does not relieve the owner, engineer, or contractor PROJECT: I 9 9 " 12 m 6 GZ s 10 5. Pedestrian Ramp for Handicapped, SD-712C, SD 712G of the responsibility to design and/or construct those facilities 0 ■ ■ - NONE. w � 13 6. Detectable Warning Truncated Domes Cast into concrete (adhesive mats not in compliance with all current applicable federal, state and local � ■ � • . , p SSMH D-1 "Q 10 '0 �� a � e � ♦♦ allowed) and colored Traffic Yellow, SD-712 laws, rules, regulations, ordinances, development agreements, ■ ' Plans Are Accepted For Public (n „ „ U; ,+ . °� specifications, orders or approvals, all of which the City retains �■ Street Construction SSCO E-1 12 ,s 3 N 7. Sidewalks, ACHD Supplemental Drawing SD-709 the right to enforce. Inconsistencies not noted by City staff shall �■ ■ SSMH D-2 S MH C-1 �� a ♦ DATE: 8. Not Utilized not be construed as approved unless specifically addressed By stamping and signing the improvement plans, the Registered 13 S MH C-2 2 „ Engineer ensures the District that the plans conform to all District 18 ` 08-05-2020 9. Standard Drop Inlet Type IV w/ 12 Sump ACHD Supplemental SD-604A in writing by the City. Any proposed revision to these plans must ■ policies and standards. Variances or waivers must be s ecifical- t � PROJECT: be submitted for review and compliance with the Meridian City and previously approved b the District in writing, Acceptance I �� 12. For subdivision sign installation; outside installers must be bonded with ACHD ■ y p y pp y g p W. ANGEL LANDING ST. ♦ C2013-026 Standards and Specifications before said revision is constructed. ■ ■ of the improvement plans by the District does not relieve the L_ ` SHEET and obtain a no-charge right-of-way permit. ■ Registered Engineer of these responsibilities. - __ __ __ __ __ _- __ _S_ 13. Prior to placement of any pavement markings contact ACHD Inspection for verification of compliance Name Date ■- with policy and existing pavement markings. ■ ■ ■■ BY YADA COUNTY HIGHWAY DISTRICT DATE: STREET & SEWER INDEX EX. SS3H T2 1"=150' I 1 0 • M Q p U QO V OctM O W O � v0 ` N � " J � v W @ ■— Z Z 3 Z � g V N BASIS OF BEARINGS PLAT SHOWING W zUJ N 89'15'34" W 2640.56' S.9 S.10 - -W1/16 S.10 W. FRANKLIN RD. S.10 1/4 W I S.16 S.15 1320.28' S.15 - - - - - - - - - ,320.28' - - - - - - S15 BA RA YA SUBDI VISION NO. 5 0 Z � co •— � M CP&F #2018-016068 CP&F #2018-088997 CP&F #2018-088996 cc Z W o LOCATED IN THE NE 1 /4 OF THE NW 1 /4 AND THE NW 1 /4 OF W Q � o THE NE 1 /4 OF SECTION 15, T.3N., R.1 W., B.M., UJ MERIDIAN, ADA COUNTY, IDAHO ;: W :o N C4 I" 2020 0 1 co 01 BARAYA SUBDIVSION = I= N60'57'53"E 55.02 NO. 1 N I N N 29'02'07"W S89'15'34"E 161.45 3.57 ° -- -- ° S00'31'51"W 50.00 �, REAL POINT 0 a S8915 34 E OF BEGINNING w 3 -- - 535.00" I o yr,�• O a O - -- -- -- - - O 'o o BARAYA OSUBDIVSION LO } BLOCK 5 0 0 00 N m 2, 20 ,s ,s ,7 ,s ,5 ,4 ,3 12 �� `J S15'57'53"W 12.38 CHECKED BY: F- O O S60'57 53 W 9.24 DAVID A. BAILEY P.E. BB/KC J Z O N o S29'02'07"E 46.00 DRAWN BY: Z o N60'57'53"E 9.24 � • - • LOCK 20 BLOCK 19 W SUNSET ARCH ST. S74'02'07"E 12.38 • - - - UL I i , N89'20'00"W N89'20'00"W 286.00 O2 �� kP. 100 0 50 100 200 105.02 \�• N00'40'00"E 31.36 N00'40'26"E i 0 ��r,. SCALE IN FEET V �s o �o °°' 0 O _J ^ O Ld 10 tp O '� 6 O U UNPLATTED ` UJ LEGEND I o I ~ O8 v J J O Q Y ° O ` m --- --- SUBDIVISION BOUNDARY 0 o N m a m U 12 J �� Z -- - SECTION LINE (/1 N `� N50'17'41"E i N Os vi O m 0 G 0 ` tea. Q - - - - - - - - ( ) Z 6 � 5 10 EASEMENT LINE SEE NOTE 1 W o • 21.72 13 y�F ' O Q --------------- EXISTING EASEMENT LINE (AS NOTED) S89 20 00 E 10 10 5 �` O6 ; M — — STREET CENTERLINE � 8.91 • • 14 O p O \7t� LOT LINE L / L NOO.40'00"E 8 11 ACHD STORM DRAIN EASEMENT r 43.00 • 12 12 15 O3 SEE NOTE 3 N89.20'00"W • 13 13 O 9A O \ © LOT NUMBER i 9.22 O O 16 `� FOUND MONUMENT ALUMINUM CAP • N43'17'30"W i 14 23.44 W AN I 17 O O \ G FOUND 5/8" IRON PIN O NW1 16 PLS 3624 GEL LANDING ST. AS NOTED / CP&F 103095844 " O7E Z N00 39 42 E 110.36 o FOUND 1 S2" x 24" IRON PIN - - - - - - - - - - - - -- -- -- --�-- -- -- -- -- -- - O WITH PLASTIC CAP, PLS 7729 N 89'15 16" W 391.00' —— —— —_ __ __ NOTES: a I M N89'15'16"W 1046.01 • SET 1/2" x 24" IRON PIN H I H WITH PLASTIC CAP, PLS 7729 O 1. A ten (10) foot wide Permanent Public Utilities, Property Drainage, and Pressure Irrigation Easement is W I W UNPLATTED hereby designated along all lot lines common to a Public Right—of—Way and along all rear lot lines. A =I SET 5/8" x 24" IRON PIN I Z J five (5) foot Public Utilities and Property Drainage Easement is hereby designated along each side of V) WITH PLASTIC CAP, PLS 7729 interior lot lines except in Block 17 & 18 or as otherwise noted at eight (8) feet wide. 10. ACHD License Agreement Instr. No. _________________ A CALCULATED POINT O W 2. Lot 5 Block 2, Lot 10, Block 14, Lot 7, Block 16, Lots 1 & 14, Block 17, Lots 1 & 14 Block 18, 11. ACHD Permanent Easement Instr. No. Lot 1, Block 19 and Lot 1, Block 20 are common lots to be owned and maintained by the Baraya \ Subdivision Homeowners Association. All common lots contain a blanket Nampa & Meridian Irrigation 12. Lots 2-13, Block 17 and Lots 2-13, Block 18 are alley—loaded lots. No driveways shall be / District Pressure Irrigation Easement. constructed over pressure irrigation services. V / 3. Lot 5, Block 2, and portions of Lot 4, Block 2 and Lot 7, Block 16, are servient to and contain the 13. City of Meridian Sewer Easement — Inst. No. 106122360 ACHD Storm Water Drainage System. These lots are encumbered by that certain Master Perpetual e Storm Water Drainage Easement recorded on May 8, 2009 as Instrument No. 109053259 and First 14. Lot 10, Block 14 contains a blanket easement in favor of Nampa & Meridian Irrigation District for Q Amended Master Storm Water Drainage Easement recorded on November 10, 2015, as Instrument No. maintenance and access to the Purdham Drain. 2015-103256, Official Records of Ada County, and incorporated herein by this reference as if set forth in full (the "Master Easement"). The Master Easement and the Storm Water Drainage System are 15. City of Meridian Pathway Easement Inst. No. dedicated to ACHD pursuant to Section 40-2302 Idaho Code. The Master Easement is for the Operation and Maintenance of the Storm Water Drainage System. �ONP� LqN� 4. Any Re—Subdivision of this Plat shall be in compliance with the most recently approved Subdivision ��c�`a� ��GENS�c� sG� , Standards of the City of Meridian. 7 7 2 D W 5. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No u, 9 O agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private A _Z1 r n or public, by any changed conditions in or about the surrounding nonagricultural activities after it has G) 9��c OF SOP �� v been in operation for more than one (1) year, when the operation, facility or expansion was not a nuisance at the time it began or was constructed. The provisions of this section shall not apply when a nuisance results from the improper or negligent operation of an agricultural operation, agricultural - / facility or expansion thereof." GREGORY G CARTER, PLS 7729 IDAHO SURVEY GROUP 6. Maintenance of any Pressure Irrigation or Drainage pipe or Ditch crossing a lot is the responsibility of 9955 W EMERALD STREET the lot owner unless such responsibility is assumed by an Irrigation/Drainage District. Irrigation water BOISE, ID 83704 has been provided by Nampa & Meridian Irrigation District in compliance with Idaho Code Section SURVEYORS NARRATIVE: 31-3805(1)(b). Lots within the subdivision will be entitled to Irrigation Water Rights, and will be Obligated for Assessments from Nampa & Meridian Irrigation District. THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY SHOWN HERON. THE PROPERTY IS ADJACENT TO BARAYA SUBDIVISIONS NO. 1, 3 AND 4 AND BARAYA APARTMENTS SUBDIVISION AND IS A 7. The bottom elevation of all structural footings shall be set a minimum of 12—inches above the highest PORTION OF THE PROPERTY SHOWN ON ROS 6184. MONUMENTATION FOUND PER THESE PLATS AND RECORD ■ established normal Ground Water Elevation. OF SURVEY ARE IN SUBSTANTIAL AGREEMENT WITH THE MONUMENTATION SHOWN ON THESE PLATS AND SURVEY AND WERE HELD AS CONTROLLING CORNERS FOR THIS PLAT. Walley Engineering, Inc. 8. This plat is subject to a development agreement Instr. No. 107123289, Records of Ada County. SEE SHEET 2 OF 5 FOR T 9. Nampa & Meridian Irrigation District Pump Station Operation and Maintenance Agreement Instr. No. LINE AND CURVE TABLES CIVIL ENGINEERING I PLANNING I CADD 1 Records of Ada County. 1119 ESTATE STREET,SUITE 210 TEL 208-938-0013 M / SHEET 1 OF 5 EAGLE, IDAHO83616 www.baileyengineers.com W U DATE: 08-05-2020 PROJECT: C2013-026 TOTAL# LOTS: 70 -SHEET— THE PLAT HAS BEEN ADDED TO THE DRAWINGS FOR REFERENCE PURPOSES ONLY. FOR EXACT INFORMATION REFER TO THE RECORDED PLAT OF BARAYA SUBDIVISION NO. 5. KT2el � M Q p U QO V OctM O W O � v0 ` N � " J � v W @ ■- Z Z 3 Z � g Z BA BA KA SUBDI VISION NO. 5 1 W W IW W Z w C° S89'1534"E 161.45 0o I rF7- -- -- o 5. o012 cc z wo- - -111.45'- - - � 25.00' 25.00' U 1Z O 10' SEE Io 13 I ~ J U) I`r NOTE1 J � � Q I w LO 1 � - -s89.28'09"E- - S8915'34"E W '-111.54- M - - w zr•� ImS89O2O809E 535.00 ° -- __ __ 0 O_1-6_ 5000' 0.0 0-'0 0n ~ Q 65.00' 50.00' 50.00' - - - - - - - - -60: �� _-1 F -5O0-.50 0-' -6-O0.0-0' -5O0-.00-' 50-.00-' z o 0 0 w � - - � Q , SEE mo KNOTE 1 I W U) 1Y . 10p 1 e1 to1 �I O 04 I11� ZN N N NO O � O p ^LO O 0 0 - (0_1.47' o o o No pC 0 0 Np No o 5pO 0 � 0 O �tCII ' N 2 W 0 O � O O p 25' 25 07 0 � ON o o o O o0 0N w o 1 o o O Nc2 n nl N 111.73' . I � I I I I I I oZ I I I I I I I I I I I I I I • �� - - - J L - - - J L - - - J L � - - J L - - - - J L - - - J L - - - J L - - - - J L - - - J L - - - J L - - 1^ 5 N M LC, 24.31 50.00' 1 50.00' 1 50.00' 60.00' 50.00' 50.00' 60.00' 50.00' 50.00' 33.81' CHECKED BY: k� '� S81'08' N89'15'34"W 528.12 Noo•4o'oo"E z •N - 91 E c5 N W. SUNSET ARCH ST. DAVID A. BAILEY P.E. • 6.41' • 18.39' • • - - _ _ _ _ S89'15'34"E•52s.12 _ _ _ - - 1 _ DRAWN BY: 491489*20''00"W BLOCK 20 N 21 BLOCK 19 286.00' 1 301$'� 50 0 25 50 100 BB/KC 105.02 �'CO� ,v L3 L6 C6 89'15'34"W L10 72.31' N89'15'34"W 75.77 N89'15'34"W 71.75, N00'40'00"E 31.36� 23.00' 3.00' ��L4 O 110.00'30' 9 N89'15'34"W 1 �� i �_ , _ L7 L9_ 110.00' O_ L12 O L13 OO ' SCALE IN FEET N89'20'00"W 286.00 • 23' 23' N89'20'00"W 110.00- 20' -N89'20'00"W 110.00- ,S 23' 23' 0 1" - 50' rL i 01 O 4.46' to oI 4.31' 2 �o i LO O Io M [--1 0' SEE NOTE 1 r `n j -N 89'20'00"W- - J - -N 89'20'00"W- - J M 00 I- - - -ilo.00'- - - - -110.00'- - - LEGEND I � � � o o � 0 0 iA O o 0 O I o SUBDIVISION BOUNDARY z I_ - J po to 10' SEE NOTE 1 ro --- --- o -N89.20'00"W- - - -N89'20'00"W- 7 - - - SECTION LINE a I 1- - - -110.00'- - - "0 oF - -110.00'- - - r - - - - - EASEMENT LINE (SEE NOTE 1) 7-0 L�.I o 1 O � �I O4 I � --------------- EXISTING EASEMENT LINE (AS NOTED) o -I - - _J - - STREET CENTERLINE Q - -N89'20'00'W- - n L N89'20'00'W- - "' i 0 w I LOT LINE W110.00'- - - W - -110.00'- - - NoI- o Jof -1 . f _N Q o H o I O I o J 01 O I o I o0 1 ACHD STORM DRAIN EASEMENT w N00'40'26"E 311.93 I M L - J � Q M - J M i 0 1 SEE NOTE 3 0: z I -N89'20'00"W- - - - W U -N89'20'00"W- - � _ © LOT NUMBER 110.00'- - - J -110.00- - - Uj o o I- - FOUND ALUMINUM CAP q 1 5' SEE O LO a q j O i 0 b I MONUMENT LO Line Table LO Curve Table �+ NOT N89'20'00"W- - J M - -N89'20'00" - - J M O o p FOUND 5/8" IRON PIN I I W40 � AS NOTED Line # Direction Length Curve # Radius Length Chord Bearing Delta I _ - - -110.00'- - - - - -110.00'- - - N I L - p � � M � . Z L1 S40'18'20"E 21.63 C1 75.00 10.90 10.89 N04.41'40"E 8*19'38" I ,� I O7 I 0 °' N 01 7 I o I oo 7 - o FOUND 1/2" x 24" IRON PIN ,o L M ,� O W - - WITH PLASTIC CAP, PLS 7729 I I L2 S81'08'31"E 15.47 C2 100.00 14.53 14.52 N04'41'40"E 8'19'38" I o 01 w - -N89'20'00"W- - J w - - -110.00'- - - -1 M w Q I 0 0 W o _ _ - _ _ I • SET 1/2" x 24" IRON PIN o _ 110.00'- - - o o N89'20'00"W- - o T Z L3 S00'40'00"W 14.92 C3 100.00 14.30 14.28 SO4'45'44"W 8'11'29" I o b o o b m L - WITH PLASTIC CAP, PLS 7729 It 0 0 Op I� o L4 S00'40'00"W 3.72 C4 77.00 10.91 10.90 S85'12'03"E 8'07'03" I z M O - ^ � `� O w 0 SET 5/8" x 24" IRON PIN I- - - - -I `�' z z `0 L- - - "' 0 1 WITH PLASTIC CAP, PLS 7729 ^ o N89'20'00"W N89'20 00"W- - J Z U i� b 1 L5 S49'45'36"W 23.08 C5 100.00 14.17 14.16 S85'12'03"E 8'07'03" I 0 _ U o 0 - -110.00'- - - - - _ o o A CALCULATED POINT 0 � �� _ � 110.00'- - L6 N81.08'31"W 16.39 C6 123.00 17.43 17.41 N85.12;03�W 8.07'03" z 0 1 O O I ,o I O O i o Q o L - o O L7 N00 40'00"E 4.38 C7 77.00 40.02 39.57 N75 51 09 E 29 46'33" M J n ,� J M _ � - -N89'20'00"W- �J �� -N89'20'00"W- - J U � L8 N59.14'12"W 21.57 C8 100.00 51.97 51.39 N75'51'09"E 29'46'33" " I 110.00'- - - o I J N501741 E 21.72 0 � - - - -Io o � - - -ilo.00'- - - � o N � I L9 S00'40'00"W 4.31 C9 123.00 52.99 52.58 S73'18'20"W 24'40'54" 10 0 0 0 M O 1 M 10 to S89'20'00"E 8.91 L10 S60.34'50"W 21.56 C10 73.00 114.57 103.17 N44.17'38"W 89*55'16" L - -N89'20'00"W- - J L - -N89'20'00"W- - J r- - - 0 W L11 N51.03'27"W 24.25 C11 50.00 78.47 70.66 S44.17'38"E 89*55'16" -0 - - -110.00'- - - - - -110.00'- - - I o • • F �o 0 [ �- 01 N� I Jr � 1L12 S45'42'13"W 21.40 C12 27.00 30.09 28.56 S57'19'48"E 63'50'55" ' ��n 0'00'E O JM LO - G W48.5�0 - -L13 N60.23'08"W 21.82 C13 27.00 12.29 12.18 S12.22'10"E 26'04'20" N89'20'00"W- - L - -N 89'20'00"W- 4L e L14 S60'34'50"W 21.56 C14 27.00 42.37 38.16 S44'17'38"E 89'55'16" N00 40 00 E 43.00 •: o 12 o o o o I Q Sri 0 0 12 0 0 L15 N51'51'40"W 24.70 C15 27.00 12.19 12.08 N13'35'53"E 25'51'46" M - ro M�-10' SEE NOTE 1 ,'� 1 L16 S49'06'24"W 24.16 C16 27.00 30.26 28.70 N58'38'15"E 64'12'58" o -N89'20'00"W- - - -N89'20'00"W- - L - N89'20'00"W 9.22 `° �., 110.00'- - - 110.00'- - - - F� BAN L17 S60'57'53"W 19.09 C17 27.00 42.45 38.21 N45'42'22"E 90'04'44" �� r�i 13 o o F- `" G S S EN G N4317 30 W 23.44 co , N 1 c13 1 �; 1 13 1 N N I o�� ` Fo �l L18 S60.57'53"W 19.09 Cis 50.00 78.61 70.76 N45.42'22"E 90'04'44" r7 5.00, M M 5.00' C15 • O -N89'20'00"W 107.25- -N89'20'00"W 107.30- v L - -S 7 7 � L19 N66'03'49"E 24.54 C19 73.00 16.21 16.18 S07'01'43"W 12'43'26" .- I I C�2 14 14 16 _ _ c1> L20 29 S61'33'02"E 21.74 C20 73.00 46.93 46.12 S31'48'21"W 36'49'50" O \ �'�� c�A S89'15'16"E 60.72 �1g C2� S89'15'16"E 63.73 G G�� IG�� / G'p 9TF OF P��i V / \ O C21 73.00 51.63 50.56 S70'29'00"W 40'31'28" rn / F � _ S89'15'16"E 186.00 '1 �' _ Y G.C P� C22 73.00 114.77 103.31 N45'42'22"E 90'04'44" I �'� - - �� 1 N39'46'44"W C23 30.00 47.12 42.43 N15'57'53"E 90'00'00" z I W ANGEL LANDING ST. N I 1s.4s' Z O7 186.00' G21 P GREGORY G CARTER, PLS 7729 C24 50.00 78.54 70.71 N15'57'53"E 90'00'00" - - - _ N89'15'16"W IDAHO SURVEY GROUP I - - - 580.37' 9955 W EMERALD STREET C25 76.00 7.17 7.17 S26.19'56"E 5.24'22" -- -- -' '-�--- -- BOISE, ID 83704 I C26 76.00 41.30 40.79 S08'03'39"E 31'08'11" 1M J C27 76.00 59.68 58.16 S30'00'12"W 44'59'31" 1 W W C28 76.00 E111923 11.22 S56.43'55"W 8.27'56" N alley Engineering, Inc■ 0_' Q 0C29 76.00 .38 107.48 1 N15'57'53"E 90'00'00" i U a CIVIL ENGINEERING I PLANNING I CADD Q 1 1119 ESTATE STREET,SUITE 210 TEL 208-938-0013 SEE SHEET 1 OF 5 FOR NOTES SHEET 2 OF 5 EAGLE, IDAHO83616 www.baileyengineers.com W U DATE: 08-05-2020 PROJECT: C2013-026 - 2o2 A SHEET ' M Q p U QO V oo OctM O co � v0 ` N � " J � v W @ ■— Z Z 3 A+ Z V N W W NI BA RA YA SUBDI VISION NO. 5 W �I � W WI Z wZ� W '— CD � M N S29'02'07"E W Q o 3.57 W �' C� T)_ . 50.00' i \ O (0o (0o :4- o 12 :4- o 0 N 1 O S15'S7'S3"W 12.38 I N60'57'53"E i O S60.57'53"W 9.24 _ J L — — — J L — — _19C,9 50.00' 33.81' o S29'02'07"E 46.00 0-•1 CHECKED BY: fj • �$�, N60'57'53"E 9.24 DAVID A. BAILEY P.E. moo. 0 0 ° DRAWN BY: BB/KC 1 • 30.18' • �N� S74-02-07"E 12.38 71.75 1 i C9 23' I 23' �o to i J M 00 50 0 25 50 100 M o `° ` SCALE IN FEET Iq 1 " = 50' S89'20'00"E �p• o i r- - - -100.00'- a �o 01 O to Lo 1 ` ° o S89'20'00"E- — -1o°' - � F- -100.00' — — � \o $°E/ �� LEGEND cn o 0 0 10' SEE NOTE 1 6' .�aj�� 5: M i O N6�/ ` --- --- SUBDIVISION BOUNDARY oZ L — _S89'20'00"E- — J \\ -- - SECTION LINE 40 O � � o - — — — — — — - EASEMENT LINE (SEE NOTE 1) �o F -100.00'- — — op 0 i 0 b 0 \ \\ QQ i \'�0 �\ \ --------------- EXISTING EASEMENT LINE (AS NOTED) In 0 0 5' SEE 10 0 \� \ \ 16�•'i \�' \� `� - - STREET CENTERLINE L / NOTE 1 J \ \ ,I+�j� O �� \ LOT LINE N S89'20'00"E- — •�j i 3 1 o a0 o — — 100.00' — — SEA \ \ �6Q O y3� �0 �� ACHD STORM DRAIN EASEMENT W I 0 o o ^�O ��N� \` \ \ �� .0\ p��'o� \ 00- �\ SEE NOTE 3 W w Q a> o o I 11 0 �O \ lop� ° \ 00\ c�6 Npp. \ �\ \ © LOT NUMBER o Y J \ / O / \\ `` FOUND MONUMENT ALUMINUM CAP 0o 0 b W � S89'20'00"E- — \ � \ � �.�.s1 � � Lo ZLLI F- — — -100.00' — — -1 v'� 'I'S i W \s0 U o o I I oo 05�'off, i \\�. \\ �\ \\ �Oo\ i'`'6p�p0�p �� \00, \` \e O FOUND 5/8" IRON PIN o I 12 •� I 0 �- S6 Npp. 2.16 \ . � \ \ � /� 9�\ �\ ` AS NOTED o0 o O > \ G \ 2 O �, `� 10 o FOUND 1/2" x 24" IRON PIN M Q N _ -S89'20'00"E- — J 6 Ro \ \ \ F,O. \ \ \ WITH PLASTIC CAP, PLS 7729 U F — -100.00'- — — w \ . 'I 5 i \ •o \ o s0 ,gS \so ro 0 Y b O 05 00' N O. J� \ F'- \ 15 (n I o I 13 V I oO�� \ \ r'o, o�oo. 56p OAp \Oo. o • SET 1/2" x 24" IRON PIN O O o o. i 1 0\ \ �p �O r'- \ EO ,> \ '0 o� WITH PLASTIC CAP, PLS 7729 z J gl J z \ 6 • SET 5/8" x 24" IRON PIN O � � — -S89'20'00"E- �i� '�� '�o � � F � i � � _ 5 i \ . o. \ � WITH PLASTIC CAP, PLS 7729 10' StLN0iE1 \ 6 ��' \ °r'- \ 0 0 00' o. cp \ x c9 - _ o I o 1p0 \ CALCULATED POINT 0o I 14 o i O i F �\ o-\ ,S6 Npp. \ �\ \` > Lo to V) W 110— — 100.00'- — — °o\ n S60 Op 00 p�J,�\o. �\ v�< 5� i \"' E 0 0 0. i \ cp\ C25 60 ��` cS. \'o O 15 1 0 0 O3 i \ \ 'T- ,'`' Np0 - - J � ��' •��5�'�ii�\moo o��F S89'20'00"E �y o 60 p0' \o. \ ��0 N i - N N — -100.00'- — — r, °°� S 1p0 Nf� \ • Np �� ` p,L LAN 1 N N 1 0 �p O Np ' / \ v . 6p $�, SEA/ \ \ c�S �GENS • I � �g$ Np L� a r� tl S89'20'00"E- — J 00\ / c,6 Npp. 15.00' N \ \ U , \ �� \ 7 7 2 9 x D W G N1II- - - -101.79'- - - , � /c� Nl \ \'cv� \ N O o" V) V ` G) ��F OF 17 ��P �� N82'29'34"W , c, Q I r � N -\ \ ,� \ FC RY G.C `s V 00 20.00' 4 N6.466'44"W Oo. '10 N N5 $ 95 • \ V \ ----- z N N89'15'16"W — — "� �' - --�� GREGORY G CARTER, PLS 7729 G2 �'S �'S S1 �,$, N89'15'16"W 189.89 W 114.97' N Op 05/ 5� G IDAHO SURVEY GROUP 6 6 - 9955 W EMERALD STREET 580.37' k 46.32_ 46.30' `�6 �� __ i- _ __ 373.03' �\ ` - -�-- -- __ __ - _- BOISE, ID 83704 - -- -- -- -- -- N I N89'15'16"W 1046.01 -- -- -- -- �- -- -- o Nw `n Q '— W M w`"' WI 00 � w Ni �Z oz alley Engineering, Inc. Q SEE SHEET 1 OF 5 FOR NOTES CIVIL ENGINEERING I PLANNING I CADD1119 Q SEE SHEET 2 OF 5 FOR LINE & CURVE TABLES SHEET 3 OF 5 EAGLE, AHO 3616T,SUITE 210 www bailey ngineerrs.o1m o DATE: 08-05-2020 PROJECT: C2013-026 SHEET ' M Q p U NOTE: KEYNOTES = ACTUAL CONDITIONS DURING TRENCHING MAY REQUIRE Q ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS PROTECT EXISTING SIDEWALK, CURB & o SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE GUTTER. _ w LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 20 PROTECT EXISTING SEWER MAIN & SERVICES. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR 30 PROTECT EXISTING WATER MAIN & SERVICES. Z 3 SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET = g P y I v Q \\ ss \ \�� \\�\\ AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT O VALVES, PIPING & SERVICES EXISTING . IRRIGATION a \ \� \\ \ DURING TRENCHING OPERATIONS. _ N N Q 3 ,s 14 1a ,2 �� - ® \\\ \\� 5 PROTECT EXISTING PURDAM DRAIN. Z 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA W Ill EXCEEDS 50% OF THE TOTAL ROAD SURFACE, © PROTECT EXISTING PATHWAY. W on CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY 70 SURFACE. COORDINATE FILL OF EXISTING TAILWATER DITCH ■o \\\� \ \ WITH DEVELOPER & ADJACENT PROPERTY OWNER Z w o CONTRACTOR HALL LA HPAVEMENT [APPROX 1,330 LF] W Q a W W W W "� W W—�—w w W w W W W \ ��\4 \\\ \ \\ SURFACE TO ENSURE MATCH LINE DOES NOT FALL g PROTECT EXISTING GRAVITY IRRIGATION � w W BALANCE ROCK ST. / \ a \ \ 0 _ _ _ , _ _ \\ �� WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL 5 � T o\ — — \\ \' (DITCH PIPED AFTER COMPLETION OF s s s s s sI�s „ sr�s�s S� � ST�s 5 �5 5 — ��5 \ ��\ ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. EXISTING SITE SURVEY) V W 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE �• \\\ � 90 DEMO EXISTING 12 CMP AND DISPOSE OF REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED OFFSITE. INSPECTOR, DOES NOT MEET NAL FNG COMPACTION STANDARDS OR TIME IS A CRITICAL NOTE: o �G�ST�RF FACTOR. ANY EXISTING SEPTIC TANKS AND SEWER �� 08/05/2020� ��' _ _ 5. ANY EXCEPTIONS TO THESE RULES SHALL BE DRAIN FIELDS MUST BE ABANDONED IN 17882 4 1 2 Q 1 © ® - BOO\ / \ \\ ® r� �� PRE—APPROVED IN WRITING BY DISTRICT STAFF BEFORE ACCORDANCE WITH CENTRAL DISTRICT HEALTH �,� �.� CONSTRUCTION BEGINS. DEPARTMENT REQUIREMENTS. yTF ' OF 11 - e \ - NOTE: //V S. C� BLOCK s J BLOCK s Q, \ ABANDONED BUILDINGS TEST PITS OR WATERWAYS P _ P _ __ P, P, _Pr _ _ P _ _ -- \ s \\� 78 \ \\\ \ LOCATED WITHIN CURRENT OR FUTURE P — _ _ CHECKED BY: \\\\\ \ RIGHT—OF—WAY SHALL BE RE—EXCAVATED TO DAVID A. BAILEY P.E. FILL PER SOIL SPWC DSPEC KIFILL D WITH STRUCTURAL DRAWN BY: } I S. BLOCK 5 BL0 K 5 \ \ \\\ \ \ O �, �/ ,s 18 �� v v �� o� °A\\v Plans Are Accepted For Public O O O O ,5 ,4 ,3 ,z v v� - \\\\ �B IDIAN APPROVED FOR / 0 0 O „ \ ,\ 76 \\ \\\\\ Street Construction ,o,,,,a w By stamping and signing the improvement plans, the Registered CONSTRUCTION W \ \ Engineer ensures the District that the plans conform to all District These plans and/or specifications have been reviewed for L \ \ \ \\\\ \ policies and standards. Variances or waivers must be specifical— 1 \ ly and previously approved by the District in writing. acceptance compliance with Meridian City Standards and Specifications. 1 / \ of the improvement plans by the District does not relieve the This review does not relieve the owner, engineer, or contractor 3 s ss �o� Fo \\\\ \ Registered Engineer of these responsibilities. of the responsibility to design and/or construct those facilities _ / - -\ �4 �s r \ \\ in compliance with all current applicable federal, state and local - W._SUNSET ARCH ST. 2 \\ BY DATE: z - - - - - - _ W. SUNSET ARCH ST. , �1 \ \\\ \ ADA couNTY HICHwAY DISTRICT laws, rules, regulations, ordinances, development agreements, � 1 -- -- — — — \ \\\\ specifications, orders or approvals, all of which the City retains \\ \ the right to enforce. Inconsistencies not noted by City staff shall ir N I I / \ ��, \\\\ \\� not be construed as approved unless specifically addressed o \ r�� r�\ I I \ \ \ in writing b the City. An proposed revision to these plans must W L— _BLOCK 20 -.� BLOCK 19 a `�� \ I / �\ 74 0 \\\\ \�\ 9 Y Y Y p p __ __ �1, \ Q \ \\ be submitted for review and compliance with the Meridian City p Standards and Specifications before said revision is constructed. w a Name Date z ,✓ Z P- i L \ - -\ 0 O \ N N I III II \ ---- I B 45*\ OI I Im \\&, \ -- O I -s \ \\ \ I I I FUTURE BARAYA I I< 0 4 ' 2 I I \ SUBDIVISION N0. 6 0 o '� D I n I \ m ,2 \ ,�,\ O \�\\ \\ \ \ \\\\ \ \\�\m \` I \ a �\\\\�\ \\ \ _ oo \ ems\ \ 6 \\\\ \\\\ a V it O v 10 15 � Q W 11 I I I II �- 2556 O I 0 �\\&x I W. ANGEL LANDING ST. \ \\\ \ II 1 X X ea XX —X aa� ✓ — —x \ - - - _ — _ — — — -� \ -- / — — — — — — —/ ' 2 2 — — — — — - - - - - - -- - _--— - --- _ \ SS SS < \ \\\ \\ W I X X u \ ° I DR EDR g - 801— _ �8 gp� �\ _ _ _ — � _ _ _ DATE: EDR EDR EDR ADS EDR SOB TOB 1_ EDR\ EDR EDR EDR EDR EDR S EDR DR-- —_OD Ta =�bg =—TQg —r— — \\\ ` �8-05-2020 I I \ \2S \O\\ E� ED= �P& EDR EDR EDR TOB _g ---- --- 7� - �\ \\\ PROJECT: 57— J EDR —mpg EDP EDR I ED EDR - - - - - -- - - C2O13—O2F) �EDR =E _ _ 50 0 25 50 100 SHEET - �— SCALE IN FEET — 1"=50' • m Q p U LEGEND = m Iv {{{ o � N N SS EXISTING SEWER LINE SANITARY SEWER MANHOLE = ZJi EXISTING WATER LINE Z 3 SD NEW STORM DRAIN O EXISTING SANITARY SEWER MANHOLE Z \ ° o \ W NEW WATER LINE _ w Q \ u O \\ q --------- 4 SEWER SERVICE LINE . a CD\\ \ m NEW SEWER LINE — �ml v 31 15 14 13 t2 11 10 ® \\ \� \ \ PI NEW PRESSURE IRRIGATION LINE TYPICAL SINGLE WATER SERVICE = Z% w m � '� \ W/SERVICE LIJ WI IRR NEW GRAVITY IRRIGATION LINE TYPICAL DOUBLE WATER SERVICE yu cn W w co BOUNDARY LINE PROPOSED FIRE HYDRANT � co ROADWAY CENTER LINE CQ Z w o Iw I w w w ' w n \\\ \ ROADWAY RIGHT-OF-WAY O LOT NUMBER W Q Al N w I I w w w w w—�—w w w w- w w w \ ��\4 \ J U — _ W BALIANCE ROCK ST. — / a\ \ \ ' w Lu s s s s - - T \ c LOT LINE HE CATCH BASIN s s s s sus s� � sT�s s��s�s sue— ��s \ \i�\ � \ \ V � w W \ I 3 yy \ \ °o STREET LIGHT 1 uj _ \\ \ \� \ \ � )N A L Fiyci _ 10 \ o \ Q 08/05/2026 - - - - - - - - I O ® ® n ® O ® - O v �,v vv ® �° v 1 882 FI 1 F of H p2q) L—� - - - - - - - -� BLOCK 5 BLOCK 5 e \ \ \ \ \ ° \ 10 ��N S. C� s PI L N is PI PI PI CHECKED BY: DAVID A. BAILEY P.E. \ \ \ \ \ °� DRAWN BY: w — — — — \ \ \ DS/KC � - - - � � - - - � �-- - - - J � - - - - � I- - - - � I- - - - J I- - - - - � �-- - - - � �-- - - - � L- - - - - - - - - -� I I I I I I I I I BLOCK 1 5 I I I I I I I I I I I I BLS t5F°� I I I I I I I I I I I I I I I I I I I I I s � I � �1— � - - - � L - -,— J L — T — J L — T — J L —,- - - J L — — J L — — J L - - - - J L — T — J L — T — J L - - - - \ 0 o m W L—L w W I w I I I w o I W._SUNSET ARCH I w _PI PI 7 —I— W. SUNS FT, ARC ST. — — -- li s l s- I s 1 I so s a I S s — Ld BLOCK 20 :�; r; I I _ / \ NN \ �° \ 6� BLOCKr 1� i r \ I \ \�� Z�l PI _ 1 O I — — — — — — — \ P I.I.I > WI L — — — O - - - J Z -- - — — — — — — _ — > \ o II* - \ / V / I NLo E z�/' \ / 9 s —I� - - - - - --1_ + ° I I — — — — — — — o I — J - - - - - — J f - - - - - - - J �;�� U W m - - 0 � s v - - - - - -I - - - - - - - � lp V, zIm m — — J V/ I_ — — — — — — — J \ \ e \ \ ` Q\�/ '// \\ N IDf \ \ / \ \ \ \\� O of I o -- -- � ` — — — — — — — — / \ rri — — — — — — — .01 z I� I� L — — — — — — — — — L - - - - - - - - - — I I 9 -- I— — — — — — — — r — — — — — — — — I/f L — — — — — —O J I ` / VI I II / / A 2 �/ / — � 91 _ n _ a I --t— — — L — — — — — — — — J f I � 1 i r- - - - - - - - - -I _ s � - - - - - - - -- -i is ` 1 I I _ Q I- - - - - - - - - - Li — — — — — S -R— I - - - - - y �- -- - - -�� E 11 I I 10 I I I I I I I < a \ L — — — — — — :10— J - I - — �.- - - - - - J I- - - - - - - - J \� ° / // \'/ \ / O I IWI I �; i F-- - - - - - - - - - - - - - - - - - - - - - - - 11 I I s r1l, 11 F 18 I </ O // //\ \ // // \Q °� L - - - - - - - - -J L - - - - - - - - J L — \ ► \ \ \ Q I \\I — - - - - - - J r�2% r:2\ \ \ - - - - - - - I I I /+� � � I I I\ I I I W W W W W W IIII / \\ \\IT 01 \ \ Q 1 W. ;;ANGEL LANDING ST. L _ _ _ _ _ _ _ I � - - - - - - - - - - - - - - I I O m - - m � i I X _ _ __ __ _ _ s \ \ vA 80 X 801 X X9Z51— X X X X x u IRR IRR —IRR IM IRR 901 IRR IRR—IRR—IRR��IRR IRR ��jylx IX�Ol—X PI PI u P p IRR � p p p R q RPI = I I TOB — — — — — — — — — — — — — — — — — — — — — R��_ IRR RR IRR R R PI R PIS IRR PI — —— — — PI SS PI PI PI PI ——— T q will h2R IRR IRR I _ PI PI \ of o I EDR EDR TOB ESR — — — �� — � — R � 80� t� 901 tRR I� \ Ol IR EDR EDR �B� rna EDR TOB EDR TOB TOB TOB TOB — — — —I — — — — ___— — — — — — — — — — — \ DATE: EDR EDR EDR EDR TOB TO — — — — — — — — — — - — — — EDR EDR ToB — — — — 08-05-2020 EDR EDR EDR EDR EDR EDR ED}t EDR EDR TOB EDR TOB EDR TOB TOB \\ \ EDR EDR EDR IEDR EDR T0B TOB EDR TOB C20113E026 EDR EDR 50 0 25 50 100 EDR—� SHEET W I SCALE IN FEET I 1"=50' 3o2 M E LEGEND TOP OF FILL SITE GRADING = o FILL SLOPE � 2 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. �_ Ott °M' c CID 01 PROPERTY LINE 2. A CONSTRUCTION PROJECT SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE PERIODICALLY UPDATED IF CONDITIONS OR SCHEDULES IN SPOT ELEVATION "10.0 TBC CHANGE. CONSTRUCTION SHALL BE SCHEDULED TO MINIMIZE SOIL DISTURBANCE. ALL DISTURBED SURFACES SHALL BE STABILIZED IN A TEMPORARY OR PERMANENT = C� w BUILDING SETBACKS TOP BACK OF CURB MANNER AS APPROPRIATE DURING CONSTRUCTION TO PREVENT SOIL EROSION. ■ CID i Z I.- LOT SWALE (0.59a MIN) EXISTING GRADE AT LOT MTI, Z MIN TOP OF STEM WALL � 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY DATED SEPTEMBER CURB AND GUTTER w 2:1 MAX NATURAL SLOPE 29, 2005 AND THE GROUNDWATER MONITORING REPORT BY SITE CONSULTING, LLC DATED DECEMBER 4, 2018. G� MAX TOP OF STEM WALL = g 2700 - EXISTING CONTOURS LOT PAD DESIGN ELEVATION 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND WASTED OR STOCKPILED FOR USE IN FINE GRADING. ■� a FILL SOILS - ON SITE 5. PRIOR TO COMMENCING STRUCTURAL FILL, THE EXISTING SITE DEBRIS MUST BE REMOVED, THE NATIVE SOILS STRIPPED OF ALL ORGANIC MATERIAL, STOCKPILES OF 2700- FINISHED GRADE CONTOURS - � � MATERIAL AS APPROVED = w DIRECTION OF SHEET FLOW BY GEOTECHNICAL ENGINEER SUITABLE MATERIAL SHALL BE SEGREGATED FROM UNSUITABLE MATERIALS. ALL WASTE AND HIGHLY ORGANIC OR OTHERWISE CONTAMINATED SOILS SHALL BE REMOVED W Z p 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 EP EDGE OF PAVEMENT NATIVE, STRIPPED SOILS TO PREVENT CONTAMINATION. W U) W W >_ >_ �5 6. EXACT REMOVAL DEPTHS OF ORGANIC MATERIALS SHALL BE DETERMINED DURING GRADING OPERATIONS BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE Al THE Z a� Q PROJECT ENGINEER, AND SHALL BE BASED ON SUBGRADE SOIL TYPE, COMPOSITION, AND FIRMNESS OR SOIL STABILITY. W m w p 1 REMOVE UNSUITABLE Z w co 4 O IF MATERIAL 7. ALL MATERIAL USED FOR STRUCTURAL FILL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL AS DESCRIBED IN THE GEOLOGY AND GEOTECHNICAL REPORT. W � o N 0 TE: CONTRACTOR SHALL DELIVER IP� III � O BENCH HEIGHTS SHALL STRUCTURAL FILL MUST BE USED WHERE FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE RECOMMENDED BY REFERENCED GEOTECHNICAL REPORT. J C,) - m NOT EXCEED 5 FEET ui LU I�dII STRUCTURAL8. FILL SHALL E PLACED IN ACCORDANCE THE REQUIREMENTS S OF THE GEOLOGY AND BY A QUALIFIED GEOTECHN GEOTECHNICAL REPRESENTATIVE AlRAND/OR HEPROJECTENG ENGINEER. MATERIAL SHALL BE PLACED IN 8" LIFTS UNLESS COMPACTION SUPERVISED LESS OTHERWISE APPROVED BY HE w I� I DEPICTED GRADING PLAN TO DEVELOPER . �H/5 OR 2 MIN----� STRUCTURAL FILL PLACEMENT GEOTECHNICAL ENGINEER. KEY MUST PROVIDED IBC 5 BASED ON 2012 IBC FIGURES J107.3 & J108.1 FOR ROAD AREAL AS. IN PLACELL SHALL D DENSITY TEST PER LIFT SHAE COMPACTED TO A LL BE CONDUCTEDOF 95% OF EVERY 5000 SQUARE FEET OMUM DRY DENSITY AS DF I AREA FOR BUILDING ILDING LOTS OR 1 698 J1073 IF FILL HEIGHT STRUCTURES (ONE PER ANAL I�I p VERTICAL FEET. NOT TO SCALE LOT) OR FOR EVERY 100 LINEAR FEET OF LIFT AREA IN PARKING AND DRIVEWAY AREAS. liS� \ST�F/VG,/� 10. SHALLOW EXCAVATIONS THAT DO NOT EXCEED 4 FEET MAY BE CONSTRUCTED WITH SIDE SLOPES APPROACHING VERTICAL. BELOW THIS DEPTH, SLOPES SHALL NOT IIII wl m I a C) EXCEED 1-1/2 FOOT VERTICAL TO 1 FOOT HORIZONTAL. 08/05/2020 0 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET HORIZONTAL. �1 �°� � P lm -----�--�- �- �- \CK 12. PRIOR TO PLACEMENT OF STRUCTURAL FILL, THE GROUND SHALL BE PREPARED IN ACCORDANCE WITH APPENDIX J, 'GRADING' OF THE INTERNATIONAL BUILDING CODE. TF OF2555.4 MINTBC O O O3.E FG 2 3 4 FIGURE J107.3 AND AS DIRECTED BY THE PROJECT ENGINEER AND/OR THE GEOTECHNICAL ENGINEER. �F�2MI 556.3 MAX i \ \ / ' ' S.�^ 13. ALL FINAL GRADING SHALL EMPLOY SLOPE ROUNDING AT TOPS OF SLOPES AND AT CHANGES IN HORIZONTAL SLOPE ALIGNMENT TO FACILITATE REVEGETATION AND ' 2 2553.9 DID PROVIDE AN ASTHETICALLY ACCEPTABLE APPEARANCE. 2553.6 EG 54.6 FGCHECKED BY: 53.5 53.5 eL o cK 5 B s 54.0 FG 54.8 FG 14. DURING ALL GRADING OPERATIONS AND UNTIL THE ESTABLISHMENT OF PERMANENT REVEGETATION, THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL DAVID A. BAILEY P.E. gill - - \ \ MEASURES IN ACCORDANCE WITH THE APPROVED STORMWATER PREVENTION PLAN. DRAWN BY: m TBC TBC 53.7 FG 54.2 FG 54.5 FG 54.7 FG 55.0 FG 55.3 FG 55.6 FG 55.3 FG R55.1 FG /I I� 2555.3 MIN - III I� V 2556.5 MAX - - - _ - _ - KSC 2553.9 DG Ill IIII 553 DG 2553.5 EG NOTES: 53.3 FG "" 53.7� � � � \\ TBC BLOCK \ 1. THE BUILDING ENVELOPES ARE BASED ON CITY OF MERIDIAN SETBACKS APPROVED GRADING NOTES AND VOLUMES: III w IIII I 2555.2 MIN / BL 5 . WITH THE BARAYA SUBDIVISION DEVELOPMENT. I2556.6 MAX + 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED ON A 6" REVEAL, A 6" BARAYA SUBDIVISION N0. 5 �I III s OO 2554.7 DG Q 20 , t9' xis t7 �� t5 a t3 t2 \' DROP IN THE FIRST TEN FEET, AND THEN 2% TO THE LOWEST TOP BACK OF CURB I mI I 1/, III \I 2553.7 EG � z / 53.1 FG 2556.0 MIN 2556.2 MIN 2556.3 MIN �o W tt \ FOR THE LOT OR 1% TO THE TOP OF BACKYARD SWALE WHICHEVER IS GREATER I 0 ( )' STRIP VOLUME 4" = t6,591 cy CUT 2557.4 MA1 2557.6 MAX 2557.8 MAX *cl i�P 2556.9 MIN 557.2 MIN 2557.5 MIN 2557.4 MIN 2557.2 MIN 2556.9 MIN 2556.9 MIN MIN TOP OF STEM WALL IS BASED ON IRC, SECTION R401.3. ROAD EXCAVATION TO SUBGRADE II 5 .9 2 54:2 DG 2554.4 DG 2554.6 DG co� 2558.1 MAX 2558.3 MAX 2558.5 MAX 2558.5 MAX 2558.2 MAX 2558.0 MAX CUT TO SUBGRADE= t2,537 c 2552 � � 2558.4 MAX y - - BC \ 2553.7 EG 2553.8 EG 2553.9 EG to to to t 2554.9 DG 1 2555.1 DG 2556.0 DG 2555.3 DG 2555.7 DG 2554.8 DG 2555.2 DG \ 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. mlll w I IIII - - N N N N 2553.8 EG P 2553.9 EG 2554.0 EG 2554.1 EG 2554.3 EG 2554.3 EG 2554.3 EG 55.6� FILL TO SUBGRADE = t524 cy III rl 5 I, TBC /_ 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 FEET FROM THE NET = t2,013 cy CUT z d 54.1LD • gyp` s� \ \ \ STRUCTURE. NET EXCAVATE UTILITIES, SD = t1,034 cy CUT II III d �n Ln D�TBC` 54.6 54. 55.0 55.0 55.3 55.5 -55.7 55.4 55.2 9 _ �� - �• TBC TBC TB g l � N- - N. h - _w TBC_ �TBC • -TBC_. TBC • % Fr o _ TBC 5. THE BUILDING CONTRACTOR SHALL REVIEW & FOLLOW ALL RECOMMENDATIONS IN _ 42 1 �'� _ �___2+ +�U CH_ 2+00 � 0 2+00 W. SUNSET RCH ST?Sg5 \,��\4 THE GEOTECHNICAL ENGINEERING REPORT BY MTI DATED NOVEMBER 7, 2005 AND CUT/FILL TO FINAL GRADE ON LOTS FROM w I m III C 2 M �_=Z, 2555, 255 36 2$ G GROUNDWATER UPDATE REPORT BY SITE CONSULTING, LLC DATED DECEMBER 4, 2018. STRIPPED SURFACE �I TBC �54.7 54.9-- 55.0 5 55.4- - 55-7 ' 55.4 55.1 --� \'I�\i CUT TO FG _ t1,509 cy 0 w III III �I 4 TBC TBC TBC TBC \ \ 6. EACH BUILDER SHALL CONTINUE BACKYARD SWALE. FILL TO FG = ±11,467 cy W BLOCK 20 ' i 11 1 BLOCK �9 , 1 \\�\ NET = t9,958 cy FILL N o t -�--� , , t, y 1 O 7. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED BY THE CITY OF MERIDIAN - III _ �_ /� 5.3 =_-- 55.3-p A A�„ 55 I BUILDING OFFICIAL AT ISSUANCE OF BUILDING PERMIT BASED UPON REVIEW OF AN NET IMPORT = ±320 cy FILL w o g" �. _ IIII BC TBC EP TBC � 5IL F \�� ENGINEERED INDIVIDUAL LOT GRADING PLAN. Of z 2557.E MIN I 2557.4 MIN � �,SS �tI 2 2559.1 MAX 2558.9 MAX � BARAYA SUBDIVISION NO. 6 III I IIII 55.6' O O 2555.9 DG I _ J 11 ` y 8. QUANTITIES ARE APPROXIMATE RAW VOLUMES WITHOUT ADJUSTMENT FOR \ COMPACTION: 54.6 EG 11 l STRIP VOLUME 4" = t2,358 cy CUT TBC, 55.E 56. 56.1 55.31 .J [ � \ ROAD EXCAVATION TO SUBGRADE Z �(� IIII W IIII TBC EFL TBC TBC - NOTE: CONTRACTOR SHALL DELIVER DEPICTED GRADING PLAN TO L III IIII I 55.7I 2557.7 MIN 2557.5 MI e - - \ � a 2559.2 MAX � ' 2559.0 MAX DEVELOPER. CUT TO SUBGRADE= f1,085 cy h p I 3+00 TBC 0 I N I t - - - - \ �/ FILL TO SUBGRADE = ±62 cy w \ \ /� NET = t1,023 cy CUT z o m I I 5 4.8 EG 55. <t_ e\ _ ./ 55.7 56.4 56.2 55.5I TBC NET EXCAVATE UTILITIES - ±194 cy CUT 57;8- EP TBC TBC, 2555.0 EG <� \ 4 \� �I Its I TBC TB 2559.3 MAX O O 2557.7 MIN 4 n 2559.2 MAX 2556.9 MIN 2556.1 DG 0 n 2 0 � 02556.0 DG � , 2558.4 MAX 0 \\ � - CUT/FILL TO FINAL GRADE ON LOTS FROM e m 2554.6 EG I 9 EG I 2555.2 DG \ /��o/ STRIPPED SURFACE II III - I 55.9 5 .9 56.5 56.4 55.6E 004 55.6 \\ CUT TO FG = ±31 cy II TBC C EP TBC TBC TBC / FILL TO FG = t5,127 cy z IIII 2558.0 MIN T e I V 2557.8 MIN 2555.1 EG � P/w NET = t5,096 cy FILL w III 2559.5 MAXI I 02255�599�.13,pi1 G I 2557.1 MIN \ II w I 56. 2556.7 G y 2554.9 EG 2558.6 0 , I r III \ I I tcp 56.0 56.7 56.5 - 55.8�.N• 2555.4 DGX e h \ �P/ NET IMPORT = t1,521 cy FILL I II Ip I�Im A TBC EP TBC' TBC 55.8 hh \ O2 �� THE DEVELOPER HAS A STOCKPILE OF APPROX. 3000 cy. I 5 0 n2558.1 MIN- Ic 2558.0 MIN TBC cy \ g i T C'_ Y0 25 9:6 MAX a 02559.5 MAX > 2555.3 EG \ ,�� NET BALANCE = 3,000-1,521-320 cy. = 1,159 cy. CUT z J i I T 2556.3 DG 2558.2 MIN 0 6 2 N 56.2 E6..8 56.7 G 55.9 2558.? MAX 10 O7 \ �' < �� ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL 0 TBC TBC 2555.5 DG ;' TBC / 2558.3 MIN 2558.1 M TBC 9 SURFACE MODELS DEPICTED ON THIS GRADING PLAN. THESE NUMBERS I ,D= Oj 2559.8 MAX i 1 I 5 2559.E MAX C �j�j• !�\N� MAY VARY DUE TO ACTUAL SOIL COMPACTION AND SOIL SHRINKAGE. THIS IS NOT A STRUCTURAL i 2556.E DG CI 0 55. .2 EG i 2555.4 EG 2557.4 M N �, �, � TBC ti5yye 5 P (n 56.3 57.0 56.8 56 0 56.3, 2558.9 MAX tt 55.7 55y DETAIL AND IS SHOWN FOR MIN OR MAX TBC TBC EP TBC T � 2555.7 DG � TBC\ GRADING PURPOSES ONLY. TOP OF WALL + 2558.4 MIN E 2558. 1 1+ 5 1 0 2556.7 DIG to /2559.7 2556.5 DIG N ' TB \� �\\� T C �P I 56.4' 5 5.4 1 7L 1 5 .3 EG I 2555.5 EG P� �` P X G\ 255 y 6 9 _ " TBC 56.9 6.2 2557.6 MIN yg� �`G 55.9 6 MIN I I TBC P TBC BC 2559.1 MAX 12 Z 5A. O TBC REAR LOT LINE 8" RECOMMENDED ��00 2558.5 MIN p 2558.4 I 2555.9 DG %/P yg5y \ G 0 q�� I56.5 O 2560.0 MAX �. y 02559.9 MAX I 56. TBC 56.8 ►n 2556.7 DG . TBC / 5• \N \ TBC yg5 y N`\t- ' 55.6 5 `n 57.1 2555.4 EG 1 2555.6 EG `L5 P�' \\ 55�•O \ N 56.31 g'I !I` 5 0 \ 'L g m BOTTOM OF FOOTING MIN I 56.E TBC 57 TBC TBC 2557.7 MIN 13 yg$6 OG TB 25y 5$ OR MAX ELEVATION CAN 24" \ y 1 BE CALCULATED BY TOP TBC, 2558.7 MIN EP 2558.5 MIN + • 2559.2 MAX 0 2 5y5• T OF WALL SUBTRACT 30" a a I t0 2560.2 MAX /2560.0 MAX 2556.0 DG / 2 $EG I I 2557.0 DG I I 2556.8 DG 1 00• 56.4 5 g \� 'y E 9 J 56.7, 56.7 57.4 57.2 .5 EG TBC \ 'L yy. g!� P�, \`.�` 56.2 yy;l \r1� o TBC J 56.5 \ s�'I !� 6.2 TBC TB 2555.E EG O G 2558.8 N EP TBC TBCf 2557.9 MIN �y5�80 "° a 2560.3 MAX I 2558.? MIN I� 2559.4 MAX 14 O i 9 �g5 ' G ti5 y60 I Z a a a 8" 2557.1 DG tt O 2560.2 MAX 2556.2 DG V3 0 \ \ 5 _ 55.5 EG I 2557.0 DG i 0 5y5• \� EG 7 6 Z Z N 58C 57.5 57.4 ill • TBC �yy�• G 56.3\\ \� 56.4 N - 0 5 .6 G 56.E 8 \� 2 _ e EP TBC TBC 2555.8 EG \ g59 g �' `` TYPICAL FOOTING 0• 2559.3 MIN -HU f f0 0 2560.8 MAX 2560.2 M N 'L g. G TBC ti g9• O b� b� tt 2560.7 MAX � 2558.0 MIN i � �y55 � � ?.yy6� �o ELEVATION DETAIL 2557.6 DG 0 t0 2557.5 DG 2559.5 MAX p4 \ P\ MID POINT - - NOT TO SCALE 57 1 5 G v 2555.7 EG 1 .f 2556.3 DG / 0 by $�\ .� 1�0 Qs J n 58.0 57.9 56.7 56.7 \ g1• �P 56.5' 2556.2 EG OF LOT 1 40 I TBC �-e TBC TBC 1 TBC by y9� OG TBC 2558.0 MIN I 2559.3 MIN ss 9.4 1 I 1 255 .0 EG `L 5y61 G ,> 2559.5 MAX N 6_ - _-- tt 2 60.8 MAX cP tt 2560.9 MAX p 2558.2 MIN O TBC 2556.3 DG \ JO 0 2cJ cJ0 �� Q z z - - 25 :8 EG - 0555 8G I 2559.7 MAX is 6 Q • 2556.5 DG 55 P P/L 57.0 .0 57.9 2 \ Tec `12, _ EP_ TBc t?- ��oG SCALE I N FEET �� 2$56.2 EG �y56 / 2556.4 EG , - - _ 50 Q i �� w ' 2558.3 MIN 7.0 2558.3 MIN 25 m LLJ 2'��6'�f2� ; x --+-- o0 6 96 0 �I�I /��'� 2559.8 MAX 0 / W „ _ 2559.8 MAX i �\ o �� 17 � TB �1 ------�I- �h 2556.6 DG 2556.E DG / g" W. `AWEL LANDING ST. ilil �<' /" ,� Plans Are Accepted For Public SIDEWALK - _ ; _ _ Tec_ - - - - _ _ _ _ \ -255 57./4 f ` Street Construction DATE: Doi Doi _ _ BoiP aoE a . eoE _ _ ' aoi �4i - - - - - - - - - _ - - - _- _TB\r __ __AA poi- eoi - K'• -��-�-��oas Ipp- - Poi �o _soi- aoi ' - ---_H_-_ __ ., ., v, - •- CURB & --_= -- ---_��!= - _ - - - - - - ,R - - - - - = -'°-- - -_ B - - - - - - By stamping and signing the Improvement plans, the Registered 08 05 2020 STREET -_ _=___ -_ -_=_ _________ -- R- _ _ _ _ - - _-- - -it -�� `�� - - - - - - -_ - \� Engineer ensures the District that the plans conform to all District PROJECT: GUTTER -° - --'° - - - = =-_ == -- __ -_ ____ -_- - - _-_ _--_ -__ - _ _ ___ __- -_-____ policies and standards. Variances or waivers must be s ecifical- -EDR EDR EDR EDR 'EDR T0� EDR TOB T8 1p8- -TOE- -_�- - - - - - - - - - - - - - - - �- �- - - - - - - - - - -\_ P P C2013-026 - �R DR DR DR -T°a -=______ _ =S= ___ __ _ ___ ly and previously approved by the District in writing. Acceptance TYPE LOT BACKYARD SWALE EDR EDR EDR s - _ °p EDR _ - ' -\ "��E°��E°R DR DR -ED E°R °R DR EpR}-'°B-EDR --r -tea - of the improvement plans by the District does not relieve the SHEET \� � -R � ' - EDR °R MR oR =T _=T�_=T°aoa==-off - Registered Engineer of these responsibilities. DRAINAGE DETAIL TYPICAL SECTION _ E°R- _ EDR_ _ _CDR �- _ EDRR EDR EDR g g p - _ / - _ _ - - - - - - - - _ I- - � - CDR BY DATE: NOT TO SCALE NOT TO SCALE _ - - - - - i-�--_R °- - C " _ - - � _ _ _ - \ ADA COUNTY HIGHWAY DISTRICT • - - - - Q O U Q co i KEYNOTES Q IT co N � 01 MATCH EXIST. CURB, GUTTER, & SIDEWALK D FIELD VERIFY PRIOR TO CONSTRUCTION a W. SUNSET ARCH ST. O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% Z ~ TO 4% CROSS SLOPE (PER. ACHD SD-806, Z SD-301, & SD-303) Z ALLEY STUB TO PH 6 _q 5 N 3O CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. .� a N ' O m m s ® INSTALL TYPE II SIDEWALK BARRICADE PER ACHDuj = C3 N z U6i SD-1132A W/ THICKENED EDGE ALUMINUM WITH W Z COBALT STUB m s�^T STRIPED DECALS W/ KICK PLATE. NOTE: WHERE a SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE W 2� SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) G� Z w W. ANGEL LANDING ST _ � O INSTALL TYPE III TERMINUS BARRICADE �� Q0 & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" Z _- M SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM W � o INDEX MAP WITH STRIPED DECALS U) - LLl Lu 1"=300' © CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED CURB. SEE DETAIL SHEET 4.7. V Q � w 7O CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G. NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES C)S�ONAL FNG SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR � C,\STF Q �7iF SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM �� 411-1�; �p THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS 08/05/2020 SHALL NOT EXCEED 5.00%. 1 7 8,{ 8 2 NOTE: ALL PEDESTRIAN RAMPS MUST HAVE TACTILE N�) , SUNSET ARCH WARNING SURFACE PER ACHD SD-712. ,n9TF OF SEE SHEET 4.2 ® NOT USED. ��/1/ S. CFZP\ I 3 I O Q I 9 NOT USED. (�I CHECKED BY: 3+47.89 v ( ® CONST. TAPER FROM 34' TBC/50' ROW TO 33' TBC/46' DAVID A. BAILEY P.E. N 2554.25 TRC ROW THROUGH INTERSECTION AS SHOWN. SEE ROAD DRAWN BY: 1 3+80.89 SECTIONS, SHEET 4.7. DS/KC 3 03+30.08 M 1 2554.31 TRC 2553.93 TRC q a Q CB #W-1E - INV El 2550.68 W/ 1' SUMP PER ACHD I o o �� SD-604, TYPE IV. CONST. 30 LF 14" C-905 ® 0.33% TO 3+21.47 GC I ( \ CB#W-1W LL 1 v �`L 2+00 N.00 I 2553.83 TRC n 6 3 ' o I (QP,00=3.07 cfs, QP2s=2.20 cfs) 1 2553.35 TRC C I 2+50.18 3 `,S I ' J a © CB #W-1W W/ 1' SUMP PER ACHD SD-604, TYPE IV. d 2553.55 TRC s I INV IN & OUT (14"): 2550.58 I 4 4+11.99 GC CONST. 1 LF 14" C-905 ® 5.00% TO SDMH #W-1. 0 6 2554.34 TRC (QP,00=0.96 cfs, QPzs=0.69 cfs) M M M W W ...__- EXISTING BARAYA I ----- --- SDMH W-1. SEE DETAIL SHEET 4.8. �- SUBDIVISION N0. 1 + 2 0 __ S._ _ARAY_A WAY_ 1 2554 '�� 0s,7 © Z LO M - sa.s� rrr 1 ® W POND. SEE DETAIL SHEET 4.8. o - - -- s s - F/L / 1 I 2+00 ro r�iD rr FUTURE BARAYA © CONSTRUCT MONITORING WELL #W PER ACHD SD-627. 3 N - %r �� SUBDIVISION N0. 6 SEE DETAIL SHEET 4.8. w r 5 0 li 1 0 Uj 2+00.00 2+40.00 2+80.00 rr LLJ 1 N o 2553.35 TRC 2553.51 TRC 2553.67 TRC o 3 M 3+20.00 O 4 W o 2553.83 TRC 1 Q: z 3 3+21.47 GC N n I a 1 4+11.99 GC I 2553.83 TRC I I 2554.34 TRC Li In 3 3+36.00 I � 1 j Y / z 2553.91 TRC 3 I LL W � 0 0 1 al � 3 I O O O La Z BLOCK 2 IBLO K 2 _ 3 I , I • a 1 - - - - fi- LL j 30 0 15 30 60 z 0 P�_ - PI PI -'- --- PI PI�PI PI � PI 801 801- - - __ __ _� __ - - __ - - - - - - - - - - - - - - J - - Bal eal -- - SCALE IN FEET O W TOB TOB - - - - - - - - - - - -- - - - - - - - - - - - 801 801- LLJ 1"=30' VI W z > 256 2562 N m LL 255 2559 W 0OlfjUU M (0J UQ ^CIDU'*OO � 00 H cow • � 0� Q� � �a?N 2 V) LO0 + (n U+� C +N ♦ MN N + 0N X M ZW o+ g 2556 Q z: �255 J N W W�NW W C� EXISTING GRADE W 0 H J Q (n W-5 AT ROAD 0.40% 0.5 % 0.55% 0.55% 0_5% 0.. 255 FINAL GRADE AT 2553 ® Q J ROAD ^' 14" C-900 < IL.YL STORM DRAIN 255 2550 0 m U Plans Are Accepted For Public Street Construction DATE: 2547 2547 08-05-2020 By stamping and signing the improvement plans, the Registered PROJECT: BARAYA P R 0 F I L E Engineer ensures the District that the plans conform to all District C2013-026 policies and standards. Variances or waivers must be specifical- H R: 1 = ly and previously approved by the District in writing. Acceptance SHEET of the improvement plans by the District does not relieve the ER: 1 = 5 25 Registered Engineer of these responsibilities. 2541+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 44 BY DATE: ADA COUNTY HIGHWAY DISTRICT 4st Q O U Q i co N KEYNOTES Q Vo0) N U %W O MATCH EXIST. CURB, GUTTER, & SIDEWALK - FIELD VERIFY PRIOR TO CONSTRUCTION = CS LU n W. SUNSET ARCH ST. �i Z ~ 2O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% Z TO 4% CROSS SLOPE (PER. ACHD SD-806, Z ALLEY STUB cn SD-301, & SD-303) TOPH6 N D 03 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. MEMO! 0. s ® INSTALL TYPE III TERMINUS BARRICADE m M sG� & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" W Z LU COBALT STUB tz ro PH s m �" SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM � o WITH STRIPED DECALS U) W Z w 5 CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED W. ANGEL LANDING ST CURB. SEE DETAIL SHEET 4.7. cc © CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD W a co co SD-712G INDEX MAP . W o �_ W - 1"=300' NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR a SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM Lu THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS SHALL NOT EXCEED 5.00%. NOTE: ALL PEDESTRIAN RAMPS MUST HAVE TACTILE WARNING SURFACE PER ACHD SD-712. \ONAL FNG' G\STER 7O NOT USED. QUO 8/05/20 0� ® NOT USED. N,1•'��882 09 NOT USED. ® NOT USED. � F OF ?, PIN S. C 0 CB #E-1N - INV ELEV: 2551.74 W/ 1' SUMP PER ACHD SD-604, TYPE IV. CONST. 12.5 LF 12" C-900 ® 4.60% TO CHECKED BY: SDMH E-2. (QP,o�0.45 cfs, QP2s=0.33 cfs) D A. BAILEY P.E. DRAWN BY: © SDMH E-2 W/ 1' SUMP PER ACHD SD-604, TYPE IV. DS/KC INV IN (12"): 2551.16 INV IN (14"): 2550.99 INV OUT (15"): 2550.91 CONST. 12.5 LF 15" SDR-35 ® 0.80% TO CB #E-1S. © CB #E-1S W/ 1' SUMP PER ACHD SD-604, TYPE IV. BLOCK 5 INV IN I ): 2550.81 2+16.79 BL 0 K 5 INV OUT (15"): 2550.81 2553.93 TRC CONST. 11.5 LF 15" SDR-35 ® 0.87% TO SDMH E-3. 21 8+70.24 (QP,00=1.40 cfs, QP2s=1.01 cfs) O 19 18 ® BARAYA WAY 2+36.76 20 O 17 16 15 14 13 12 NOT USED. 2555.64 TRC � SEE SHEET 4.1 2554.25 TRC \ �� \� Z 11 � \ © CB #E-2N - INV ELEV: 2551.97 W/ 1 SUMP PER ACHD o 2+49.00 GC 3+45.37 O \ EXISTING BARAYA SD-604, TYPE IV. CONST. 12.5 LF 12" C-900 ® 0.80% TO 2554.38 TRC 2554.81 TRC 3+95.37 " 7+15.37 8+51.14 GC 2+56.89 14 C-900 ®0.20� 2555.18 TRC 7+99.17 2555.45 TRC SUBDIVISION N0. 3 SDMH E-1. I 2555.03 TRC A 2554.42 TRC 4+15.98 GC 8+03.84 LP \ \ / (QP,o�0.33 cfs, QPzs=0.23 cfs) Q 2+71.06 GC 2554.78 TRC \ 2554.48 TRC 5+05.37 6+01.03 HP +51.03 GC \� \ CB 2S - INV ELEV: 2551.97 W 1' SUMP PER ACHD 2555.11 TRC 2554.75 TRC cp ® �- / 2+95.37 2555.29 TRC 2555.69 TRC 555.44 TRC 7+65.37 w /\ ns \ SD-604, TYPE IV. CONST. 12.5 LF 12" SDR-35 ® 0.80% TO 0 2554.58 TRC 3+65.03 GC 2554.95 TRC v: LLj I F 00 3+15.03 GC 2554.91 TRC 4+45.37 LP 6 \ \ SDMH E-1. N ao o: 5+19.54 GC 5+55.37 6+05.37 6+65.37 7+32.54 GC 6 1 \s \ (QP,00=2.07 cfs, QPzs=1.48 cfs) � 2554.66 TRC 2554.99 TRC 2555.37 TRC 2555.51 TRC 2555.67 TRC W o r 2555.38 TRC V2555.12 TRCIf - '\ 2 �\ \, © SDMH E-3. SEE DETAIL SHEET 4.8. z N �! w w - - - v - - - - - - - - - - - - - - - - . � 1 \ ® E POND SEE DETAIL SHEET 4.8. -w- w w w w w -w w w W W w W -W - - - W - �/ O �` \ `PJ, W _J - - w W w w - w - - - - v \ W cV� o O s 2+�,/.� S U _ + C H _ . 2+00 �� 5� 0 2+00 W. SUNSET R C H 2555 1 o S "%2" \ LO o -- S T. . o _ S/ \ s,. 0.6iq 3= 2555 3 \ �,C" i 54.56 F�L -s - s -s2555 s s s 3600 2$SS 8+7 64 Z w o s s s 5 3 s s 25 TRC A 0.50� 0.50% SDMH E-1 54.99 F�L 55.33 F�L - s -s s r �� - . -• - - - - - 0. 0%�0.50% _ 0.50% O.1509 54J4 F L l - � % \ ' oP - - - - - - - - - °� - - - - - - - - - N 0 -- - - - 0 5t% o.st� - +51.14 G LL L C 1 / l 1 �1' 5+19.54 GC -` 00 � _ o _ 255 5 TRC f 20 LOCK Al \ / �I 5 f,� i i 7+32.54 GC 3 �r 0 O -P -P- ----- 1 f P, P, F- - --_ -_ 2555.37 TRC \ / � 1 2555.12 TRCPI PI Arm PI PI Lq 2+71.06 GC c3` 2+16.53 _ �o c2 2554.48 TRC 5 5 0- 2554.91 TRC SRO 5 0 o 6+01.03 HIP 5 rj 4 0 ? 3: 4 M , 0 6+51.03 GC 5 S 5 N 2+16.47 - 3+65.03 GC � 2555.69 TRC tss h ALLEY 2555.44 TRC O �� 2554.66 TRC 3+50.03 2554.91 TRC FRITTS 0- �� O' Plans Are Accepted For Public 0. 2554.96 TRC 4+15.98 GC SHT 4.5 p- 19 CALF CREEK 0 FUTURE BARAYA 3+15.03 GC 2555.11 TRC SEE SHEET 4.3 O 6+16.03 O SEE SHEET 4.4 / Street Construction 2554.66 TRC 2+31.53 4+99.54 6+36.03 7+52.54 'Q 2555.67 TRC B stomping and sighing the improvement plans, the Registered SUBDIVISION N0. 6 2+56.89 3+30.03 2554.96 TRC 4+45.37 LP 2555.40 TRC 2555.67 TRC 2555.15 TRC � •O• y p g g g p p g 2554.42 TRC 2554.94 TRC 2554.99 TRC Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- 2+19.48 2+31.47 4+46.54 - ly and previously approved by the District in writing. Acceptance 2554.34 TRC 2554.94 TRC 2+38.15 2555.00 TRC 7+85.54 8+03.84 LP of the improvement plans by the District does not relieve the W 2+38.15 2555.02 TRC 2555.10 TRC _� _ 2555.02 TRC 4+66.54 2554.75 TRC Registered Engineer of these responsibilities. 2+18.66 2555.35 TRC BY DA-: ADA COUNTY HIGHWAY DISTRICI 2554.31 TRC 2+49.00 GC 2+38.45 2554.38 TRC 2554.31 TRC PI PI � PI 30 0 15 30 60 - W FUTURE BARAYA SUBDIVISION NO. 6 SCALE IN FEET _ O 1"=30' Q 0 J n W LL L.L 256 2562 256 2562 :D W 0 V) 0 W I� C� NW MC0� *NZLLI 7^ M� �� M > � Cn z � L * Z H � O�Z �0WU' oW �IZ NLo z255 rn rn rn z o •Ito Sri a z Sri Sri a �n�`!z o w M Q o - o�Urn o 5 in o z a LO = po to w 2559 255 ,� 2559 00 O�Z Z �Q vim ��Q _ �� N +�U NO + W +NU M�2 DLO prj� ♦C4 ♦N ��Q to N W co Q � iA co 2 U _ N 0 J � 0 � pp 00 � � M O Opp 0;M-Q �_ �LO2 M� �U + +�Z Cq N J O W ♦NU W O W = O H c6 + Z pLo O� ��_ miU +NU +Nw �+�N W �N H W Q W �N N H �N +� N OU) �� +NU N M C11W M J W O •5 � QWQ J� QWQ ^gip Q 0+0 QWa HJa NNZ NN O J +NQ +C N W W O 1J �O Q Q QW� JL� HJO_' W= N C� NWT QWa QWU NWC�') (NWM S Q •p N NN �O �Q aWQ QWQ HJOf N C�9 HJO W (nWC9 FINAL GRADE AT NWC�9 HJ� QW HJN QW ~ Z I 255 "tea .. AI%e J� HJ�' NWc� (NWC9 En ROAD � NW Nw N HJ W J N w� Li N M-0 % 0.50% - .5o% - 40% - 7% 1. 0 2556 255 2556 Q Q N W 0.50% 0. 0% -0.40% 0, 0 0.50 0.47% 0.40% 0.50% 0 51% - - - 0.51% 1.4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SDFiH E-2 - - -- -2.0 q - 2.°°%- - - - - - - - - Q LL STA: 4+46. 4 STA:8+03.84 STA: 2+14. 0 I EXISTING GRADE RIM:2554.83 FINAL GRADE AT S MH E-1 ELEV. 2555 08 AT ROAD 2553 255 LEV: 2554. 8 ROAD 2553 255 m 0 VTA: +19.00 RIM:2555.08 O INV IN:2551. 6 12"N EXISTING GR DE 354 LF 14" � LLJ ELEV. 2553.86 SUMP:2549.70 INV IN:2550. 9 14"W AT ROAD INV IN:2551 87 12"N C-900 ® 0.20% INV OUT:255 .91 15"S INV IN:2551 87 12"S DATE: 255 114V OUT:2551 70 14"E 2550 255 2550 08-05-2020 PROJECT: SUNSET AR H PROFILE ALLEY STUB TO PH6 P OFILE C2013-026 HOR: 1 "=30' U HOR: 1 "=30' SHEET VER: 1 "=3' 2 7 VER: 1 "=3' 25 254f+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. 0 2541 +80 2+10 2+40 2+70 3+00 47 Q OMENEM S Q i W KEYNOTES Q 0 VW �■, N D1O CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. _•_ w a SUNSET A ST. co ■E Z ~ O INSTALL TYPE II SIDEWALK BARRICADE PER ACHD Z SD-1132A W/ THICKENED EDGE ALUMINUM WITH ALLEY STUBJ Z 3 STRIPED DECALS W/ KICK PLATE. NOTE: WHERE _ Z TO PH 6 SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE N A SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) ■ENEM 0. D s 30 INSTALL TYPE III TERMINUS BARRICADE N " z icy & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" W Z tz w COBALT STUB D sF SIGN PER. ACHD SD-11328 W/ THICKENED EDGE ALUMINUM W TO PH 6 m WITH STRIPED DECALS I IZI LU 2� O Z 4 CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED LU LANDING ST CURB. SEE DETAIL SHEET 4.7. 'cc (� U) CO O CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD L Q co SD-712G. � o INDEX MAP LIJ „ , NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES rn (D 1 =300 SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR (� W SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS SHALL NOT EXCEED 5.00%. NOTE: ALL PEDESTRIAN RAMPS MUST HAVE TACTILE S�pNAL EN WARNING SURFACE PER ACHD SD-712. tG\STE,y��2�� © CONSTRUCT 5' MEANDERING PATHWAY PER ISPWC Q 08/05/2020 PLAN.09. COORDINATE CONSTRUCTION W/ LANDSCAPE LAN 1882 { 9TF OF IN S. c�P�c� CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DS/KC BL CICK 18 �\ STA 7+50.00 O � MATCH SHEET 4.4 6+64.41 SUNSET ARCH 2+16.55 2+36.55 6+46.3 TRC 2557 578TRC 2555.37 TRC 6+46.30 GC 3 1 z 0 2555.40 TRC F SEE SHEET 4.2 2+38.17 2557.15 TRC i I 6+23.17 � LOT LINE 2557.06 TRC 2+48.50 GC 1 w R33 5, a 2555.49 TRC 5+50.97 GC 2556. 9 I 3 0 556.8 TRC J 2556.70 TRC WN o \ 6+19.97 GC 7+24.78 GC 2+73.17 3+08.17 3+43.17 3+78.17 4+13.17 4+48.17 4+83.17 5+18.17 5+53.17 W 3 m�' 2555.59 TRC 2555.73 TRC 2555.87 TRC 2556.01 TRC 2556.15 TRC 2556.29 TRC 2556.43 TRC 2556.57 TRC 2556.71 TRC 2557.05 TRC 2557.57 TRC o�o > I z 54100 - - - - - - - - - - w �0.70% I �0.70% w w w w- - - - - - - - - - - - - - - - - - - - O O w w w w w w w w w w w w w w w w w 0 (D � . -I TTS AVE _ _ / lO loo 0 5 3 N Imo- - I � M - - - + o� - + 2+00 0 I � 255 't d i 5+26.97 - - --�� 6 2556.61 TRC 25 O 1 z s s s s s s- _ _ _ 56.67 F/L �s 57 0.5 0.50% - - 6, LL R A 6+46.30 GC 9p �`SiS'P �cS�AV, `,0� c'c 1 0 `�0,� r'S Q is x� 2+1 .50 GG � `� � 004 +1 7 O 3 2 N �s �s • �s . o �s o s6 9 9 GC of2557.15 TRC x3 F .�•�o� cS •� 6+ .� � .� 6+ . 6,cA 2556.70 RC 01 �G, � � 0 I2S 6 6, 6 cP� -0, o �� Qj 50 G p 3 2557.05 TRC ss3 S �`,x o k 5X . �0 4 4 4 O 2+16.50 Z n .Q20 S TRC i�a �� A� `s�s6,�� c�5 2 9 O' 2557.05 TRC L.L SUNSET ARCH I �' �o.010 �s�� 2+36.50 2+36.50 SEE SHEET 4.2 2+16.45 moo � 2557.08 TRC 2557.12 TRC O� 0 a l 2555.00 TRC Po ��, 5+70.97 2 3 2 5+99.97 2557.08 TRC 2557.12 TRC 2+48.50 2+48.50 FUTURE PHASE 2557.23 TRC 2557.23 TRC BARAYA SUBDIVISION NO. 6 LOT FUTURE PHASE 30 0 15 30 600 W BARAYA SUBDIVISION -''''I'll,IIIIIIIIIIIIIIIIIIIIIillillillillilI LINES SHOWN FOR REFERENCE ONLY] NO. 6 SCALE IN FEET 1"=309 W 256 2565 256 2565 _ 0 0 m LL -- -256 ---- - - - W - - 2562 256 _2-.0000- 0�W 22562 D lc0 M 0c0 Z Q a 0(0 L6LOLO H _ 12 + 1* (000 0J +L0U +LO NU W + 001 1 N III N (0 � N N 00 +N 1Nm OW W +04 qN o Z " .. 0 tud .. Q N N a0 Q � ••> Q ••� 559255 255> o W J50� N 04 JW �w C nWN +N J �W �+ W 0.40% 0 WZ N 0N 0.53W FINAL GRAEAT 0 % .40% 0.5 % _1 W N W 9 ROAD 2'00 % WWJ NW - -- - - -- 255 NW 0.40% - - - _ 556 255 2556 00-20 2. % - - - - - _ _ - - - - EXISTING GRA J STA: 2+14.50 _ _ - -- - - - - - - - Q EXIST AT ROAD ELEV: 2556.67 VJI ING GRADE FINAL GRADE AT I STA: 2♦ 8.50 AT ROAD O ROAD 0 255 W 2553 255 2553 LOw m U + _ I� Plans Are Accepted For Public Street Construction DATE: 255 = 2550 255 2550 08-05-2020 By stamping and signing the improvement plans, the Registered PROJECT: ITTS-AN E L LANDING-CALF PROFILE V I Engineer ensures the District that the plans conform to all District C2013-026 Q COBALT STUB TO PH6 PROFILE policies and standards, variances or waivers must be specifical- ly and previously approved by the District In writing. Acceptance SHEET HOR: 1 "=30' of the improvement plans by the District does not relieve the V E R: 1 -3 2VER: 1 "=3' Registered Engineer of these responsibilities. 254�+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+R 2517� 70 2+40 2+10 1 +8�547 BYADA COUNTY HIGHWAY DISTRICT SATE: X 4e3 C� Q oM 1 � QO A KEYNOTES Q o 1O CONSTRUCT VALLEY GUTTER PER ISPWC SD-708.co D = W .� { W. SUNSET ARCH S O CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED �i Z ~ CURB. SEE DETAIL SHEET 4.7. Z Z ALLEY STUB N NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES QJ To PH s SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR = SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM '� a THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS s �. s� SHALL NOT EXCEED 5.00%. Z= w �s COBALT STUB n W TO PH s m .0 NOTE: ALL PEDESTRIAN RAMPS MUST HAVE TACTILE IM U) 2 WARNING SURFACE PER ACHD SD-712. W w W W. A L LANDING ST 3 NOT USED. Z W OO N BLOCK ® NOT USED. M z O O O O O O O O W a00 14+19.16 INDEX MAP 0 CB #E-3W - INV El 2551.73 W/ 1' SUMP PER ACHD J co u; I I I 2554.75 TRC 1"=300' J 13+99.18 CB I SD-604, TYPE IV. CONST. 29 LF 12' C-900 ® 0.34% TO a rn \ 2555.10 TRC a ' _ CB #E-3E CN FR V � w (QP,00=1.02 cfs, QP25=0.73 cfs) NSE� I 13+87.08 GC © CB #E-3E W/ 1' SUMP PER ACHD SD-604, TYPE IV. S SNEE 2555.24 TRC I INV IN (12 ): 2551.63 SE a , INV OUT (12"): 2551.63 )NAL F CONST. 14.5 LF 12" SDR-35 ® 4.62% TO SDMH E-3. ASS I N - (QP,00=0.92 cfs, QPzs=0.66 cfs) p- G�STER�. 3 i 4y, �' a 70 SDMH E-3. SEE DETAIL SHEET 4.8. Q� /D 08/05/2020� � P DETAIL SHEET 4.8. 882 P, R 9+89.38 GC ® E POND. SEE DE A L S EE I 9 9�F 8-1 00 13+33.33 12+93.31 12+53.31 12+13.31 11+73.31 11+33.31 10+93.31 10+53.31 10+13.31 2556.83 TRC CONSTRUCT MONITORING WELL PER ACHD SD-627. 0F 2555.46 TRC 2555.62 TRC 2555.78 TRC 2555.94 TRC 2556.10 TRC 2556.26 TRC 2556.42 TRC 2556.58 TRC 2556.74 TRC 9+77.17 , O SEE DETAIL SHEET 4.8. # �F�jN S CRP�� 3 N 7 2556.90 TRC a W h� CHECKED BY: (� w w w w w w w w w - I W W W w w w W W W W �� io � S. CALF C C o o DAVID A. BAILEY P.E. 5 - - - 9- - - -�- - M - - - - �- - E - - - - - �+- - - -� - - -�+---� - 1 DRAWN BY: 0 s o �0.70% s s s s - - 2556-s s s s s s s 3 � 1 `` i ss 9+46.14 N 2557.06 Ti 3 \LO �_l3+62.61 13+27.61 �_112+92.611 �_112+57.611 12+22.61 �_111+87.61 11+52.61 �_111+17.611 10+82.61 �_110+47.611 a 1 1-" 2555.34 TRC 2555.48 TRC 2555.62 TRC 2555.76 TRC 2555.90 TRC 2556.04 TRC 2556.18 TRC 2556.32 TRC 10+82.6 TRC 2556.60 TRC - 9+10.78 GC U)l 1555.24 GC 10+12.61 2557.25 TRC a 'A� 2555.24 TRC SUNSET ARCH .0. 13+97.61 2556.74 TRC .y^�<; 3 LOT LINE 9+89.38 GC SEE SHEET 4.2 14+19.12 13+99.12 CB 2556.83 TRC F 2555.12 TRC 2555.15 TRC 9+10.78 GC i I o 9+71.42 2557.25 TRC 2556.93 TRC 3 9+�00 a - 1 • � 1 W O O 'fir� 3 rr nn a I Q 8+42.80 GC BL 2557.52 TRC i - I �J �/ ( � 8+42.80 GC � z LOCK l K / 3 7v 2557.52 TRC 8+27.80 1 Z 2557.85 TRC Q LO 2 I P1 WI 3 Q J') I I J N IL o rnrn{ J I- IN 25 t I 0 Q � 3.0 I I Nh.87% � I 0 7+84.21 GC J P x o N 2557.81 TRC �M" 8 00 8+07.80 _ 2 Z - 2557.98 TRC I O 7+92.80 GC- � � I 0 2557.77 TRC • 7+84.21 GC 2557.81 TRC - � � 3 I 0 W O '.�ol ' 1 30 0 15 30 60 - STA 7+50.00 rn > MATCH SHEET 4.3 SCALE IN FEET v / 1"=30' - W z > _ 0 256 2565 Q J W LL LLi W M (WHO 00N W 256 W ao M c� ao .z 00^ aN i:� r co z 2562 W 00 C4Ua r OM �W r LOZ 0< *0 = 0 L 0+ O= Nam= V) = V +N a nNUL +C14 00+04 p0 LLI W p) p Cq oH�Q Q N _ Q 00W � W ILL! z 255 2559 V �ci �_� 00 Gj< in W cD w ♦� NLO MN WC9 Q W (n N N FINAL GRADE AT -0.50% N > J ROAD � -0.53% 70.40 -- 0.50% -0.40 0 0.40' I 255 J ~ NW -o. o ---- ---- - -- -- -- --- - --- ---- --- -- - --- -- - - ----- - - ---- 2556 J 2.pg� �L�� - ---- -- - --- - ---- ----- ---- EXISTING GRADE - Q AT ROAD ST : 14+17.08 0 Q 1 255 O 2553 0 Low m U + _ r, (n Plans Are Accepted For Public Street Construction DATE: = 08-05-2020 255 2550 By stamping and signing the improvement plans, the Registered PROJECT: Engineer ensures the District that the plans conform to all District C2013-026 Qpolicies and standards. Variances or waivers must be specifical- FRITTS-ANGEL LANDING-CALF PROFILE c ly and previously approved by the District in writing. Acceptance SHEET HOR: 1 =30 c of the improvement plans by the District does not relieve the VER: 1 »=3' Registered Engineer of these responsibilities. 254 547 BY DATE:- • 1 70 14 40 14 10 13 80 13 50 13 20 12 90 12 60 12 30 12 00 11 70 11 40 11 10 10 80 10 50 10 20 9+90 9+60 9+30 9+00 8+70 8+40 8+10 7+80 7+50 7+20 6+9 ADA COUNTY HIGHWAY DISTRICT Q O S Q i co M co o KEYNOTES Q � 5 D V D 1D CONSTRUCT 5' TRANSITION FROM ROLLED CURB TO = w a a W. SUNSET CH sr RIBBON CURB. SEE ALLEY SECTION, SHEET 4.7. ■i Z j Z ALLEY STUB n TO PH 6 � > 0 MEMO N O n A � N s�y� Z w COBALT STUB > �� Wtz tz TO PH 6 m o U) w w W. A G ST MEMO! Of cQ a U) W Q LIU (0 co INDEX MAP _j W w 1"=300' � 0 � W �S\pN A L FiyG �C'\STE,Q�O�ji� 08/05/2020 (P182 9TF O F) ��IN S. G�P\C� CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DS/KC z 0 w 2+16.53 2555.44 TRC 6+79.79 SUNSET ARCH - G 2557.387TRC GC 2557.52 TRC p a 6+64.79 SEE SHEAliET 4.2 a o x�` I G LOCK 7 K 2557.85 TRC ANGEL LANDING W o h ti5�$N5� ��5°ERG 5+88.16 6+58.16 SEE SHEET 4.4 Z tix�6� g G G G G 2557.37 TRC 6+47.75 GC 2557.95 TRC i G e� N6 4C �6 ��G �6 �FzG �6 �G 2558.09 TBRC (. 0 x$ ob 1�. 9 ��. � O. , 1 6'� 5b 6 6+23.16 I n �55 �5� 5� 5 5 5x 5�G 5x V J L� L5 L5 Lc�S 2557.89 TRC i PI I- PI PI PI PI PI PI- PI PI PI PI PI PI PI PI PI PI PI- PI - - - - - - - III 3 00 o 1.38% 1 2556- 0 - - - - - - - - - - - - - - - - - - - - - 3 N o�-- - - - - +�- - - - - - I - --�- - -i - - 0 - 57- - - _ 0 b _ 1 -i III o 0 1.87% 3.0 . 25. + �- ! IL 10 0� N + hJ III 20 PUBLIC • cD N �' 3.00 1111.87% 3 W P J W P- -Pi Pi Pi Pi Pi Pi Pi Pi -P- pi- i Pi •III o 3 M OI 5+87.99 0 5+52.99 2557.52 TBRC I> 8 00 0 6 0 3 OCK l 8 2557.38 TBRC +47 75 GC �J 0 2+72 99 5+90.77 GC 2358.24 TBRC o L S 2556.26 TBRC 2557.53 TBRC 6+57.99 O• 3+07.99 3+42.99 L+ 7.99 4+12.99 4+47.99 4+82.99 5+17.99 i Q SUNSET ARCH _ 2+48.50 GC 2556.40 TBRC 2556.54 TBRC 2556.68 TBRC 2556.82 TBRC 2556.96 TBRC 2557.10 TBRC 2557.24 TBRC �Q/ CK 1/ Q 2557.93 TBRC SEE SHEET 4.2 2556.16 TBRC BL / (, n 6+64.71 GC ANGEL LANDING L.L 0 2+31.47 GC 2+37.99 6+ 2.99 2557.98 TRC SEE SHEET 4.4 2555.89 TRC LOT LINE 2558.04 BRC 6+79.71 Z 2557,77 TRC J �04% 2+16.47 2555.69 TRC V / 30 0 15 30 60 W IIIIIIIIIIIIIIIIIIIIIillillillillilI z > SCALE IN FEET - 0 1"=30' < .j W LL 256 2565 :D W V) 0 W Z Z 2 `moo LO 56o M r n �00 �00 Q to N Q 2562 I•MZ M� �� ^n �� J W p�Q +N +N U 0000 U O)L J W rn LO= to to W 1n +N w U to O� 0 +NU > > 0 to O Z QOO OM OO� Q ..� HJHJo' ••� QW Q 255 0� �'�Lf) �� _ ¢w Q cn w cn w c� Q I �� j 2559 N +N +LO C4Nw fnW0 NLv Z N 04 N O 1.6o% 0.40 ° N Q W J < FINAL GRADE AT 0p% 2 0 % H J Q W N W C9 ROAD C3jfN W N W 0.4 255 -2.0 2 - - - - - - - - - - 2556 0 m - - -- - _ - - - STA: 6+7 .75 W U _ _ - --- - - - - - - - - - - - - - - - -- - -- - ELEV. 255 .44 STA: 2 18.50 EXISTING GRADE AT ROAD Plans Are Accepted For Public Street Construction ELEV: 555.36 DATE: 255 2553 08-05-2020 By stamping and signing the Improvement plans, the Registered PROJECT: AI �� R��I Engineer ensures the District that the plans conform to all Dlst,ict C2013-026 LL L policies and standards. Variances or waivers must be specifical- ly and previously approved by the District In writing. Acceptance of the improvement plans by the District does not relieve the VER: 1 3' Registered Engineer of these responsibilities. "= 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+R BY YARA COUNTY HIGHWAY DISTRICT DATE: C>t Q M 1 o � = Q O A KEYNOTES 6 ap Q C a O MATCH EXIST. CURB, GUTTER, & SIDEWALK `� N FIELD VERIFY PRIOR TO CONSTRUCTION aW. SUNSET ARCH ST. Z H co 20 SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% L TO 4% CROSS SLOPE (PER. ACHD SD-806, W Z TO PH 6 ALLEY STUB ti N SD-301, & SD-303) Q� A a O INSTALL TYPE II SIDEWALK BARRICADE PER ACHD �� a A s SD-1132A W/ THICKENED EDGE ALUMINUM WITH `� o 3 I �^ M STRIPED DECALS W/ KICK PLATE. NOTE: WHERE COBALT STUB a �sF SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE W Z w TO PH 6 o SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) ILu y INSTALL TYPE III TERMINUS BARRICADE LV w 3 W. ANGEL LANDING ST Z W - - - & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" -P' PI-I SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM �.i' c~n PI� �o PI PI PI- s WITH STRIPED DECALS Z w PI PI M � Q � 3 a • • INDEX MAP O CONST. 10' MEANDERING CITY PATHWAY. VERIFY J CO o z I BLOCK / 4 / 1"=300' CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. SEE ui J DETAIL SHEET 4.7. r' TRANSITION ROAD SECTIONS THROUGH CURVE AS SHOWN. Z / SEE STREET SECTIONS, SHEET 4.7. Q Q I O O O O O O � S�pNAL FN �\S TER o � F � 3 Q O O / Q� 08/05/2020� I 3 z a � , N17882 � � Q 4+16.96 / 9T I 2556.59 TRC / / �FV N SFC�P�� a 1 2+40.00 2+80.00 3+30.00 4+15.84 GC Q / 3+80.00 4+43.73 CHECKED BY: 2555.87 TRC 2556.03 TRC 2556.23 TRC 2556.58 TRC 2556.43 TRC 2556.75 TRC s / / DAVID A. BAILEY P.E. p�WN BY: -W SZL W W w W BARAYA SUBDIVISION d W - - - W W W / W W _ _ NO. _ '�„ o S. SUNS T WAY 0 _SS s [EXISTING] N - - - - +-f - - +� M - ----------- _SS Q / s ss - SS ss Ss SS ss SS cp / ss e` Z O 2+37.84-/ F 2+77.84 3+17.84 3+57.84 3+97.84 4+89.83 n 2555.86 TRC 2556.02 TRC 2556.18 TRC 2556.34 TRC 2557.01 TRC N 2556.50 TRC ��5• / 4+14.34 0 2556.57 TRC 4+94.38 GC 5 00 / 4+15.84 GC 2557.03 TRC / O Q 4+92.88 W � 2556.59 TRC 4+96.38 3 I 2557.03 TRC N o 2557.05 TRC 4 6' 4+94.38 GC > o 3I3' or° , 2557.04 TRC � Z 3 I !r O � n I rriir�r ^� L / 5+48.50 2557.27 TRC BLOCK 16 r L , 5+75.38 3 / r W 2557.38 TRC / PI Pi-PI PI -i / Pi _ -6i 0 0 PI -=i - PI PI / z /r r 6+00 0 Q 6+20 / 30 0 15 30 60 O SCALEW IN FEET / 1"=30' W z > 256 2565 _ 0 J �y m LL 256 2562 ILLI W 00 (D M� W COZ ^ Q (~ V Z OOqH �� It N � ENO ♦C4 V W Q w 255 +N > UjaWa < to w Q WN W � WH N W 9 FINAL GRADE AT 0.40 NWT ROAD .60% - - - _-_- j 0.40% � 255 ---- ---- ---- -- - -- - -- - - - - - --- 2556 EXISTING GRADE AT ROAD �\ Q I 255 \ 2553 0 M U Plans Are Accepted For Public Street Construction DATE: 255 2550 08-05-2020 By stamping and signing the improvement plans, the Registered PROJECT: SUNSET POINT PRO I E E Engineer ensures the District that the plans conform to all District C2013-026 policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the VE R. 1 =3' 25 Registered Engineer of these responsibilities. 254�+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 47 BYADA COUNTY HIGHWAY DISTRICT DATE: 4o6- Q O E Ln ROW ROW 1.75% C: 50' NOTES `� _ N a� f 0.25% RAMPS FOR CORNERS W/ MIN 15' RADIUS AND UTILIZING 8'-0" 34'-0" 8 —0 ROLLED CURB. Z e RAMPS ARE CONTAINED WITHIN THE CURB RADIUS. L —0"5'-0" 17'-0" 17'-0" 5'-0"3'-0' 4" OF —3/4" BASE TYPE "H4" �c RAMP DIMENSIONS Z 3 CURB TYPE = STANDARD 3" ROLLED CURB PER z ISPWC SD-702 SLOPE SIDEWALK 1.75% 15'-0" 15'-0" 2" ASPHALT PAVEMENT 4 THROAT DEPTH = 4' FROM FACE OF CURB ■= 0. t 0.25% PER ACHD SD 709 THROAT WIDTH = 4' MIN VIA — o WING= 3' TRAVERSABLE r 4' �o WING= 1.5' NON TRAVERSABLE tz w SLOPE 2.00% SLOPE 2.00% PURDHAM DRAIN PATHWAY RAMPS REQUIRE A MINIMUM 4'x4' LANDING IN SIDEWALK W U) NOT TO SCALEoao /- (2� MAX SLOPE) W 1.5% + 0.5% a W w O RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE Z LU NOTE: ADA REQUIREMENTS APPLY TO PATHWAY. 1' TRAVERSABLE WINGS SHALL NOT EXCEED 10:1 (10%) 4" — 3/4" MINUS MIN FLAT LANDING EITHER SIDE, 5.00% MAXIMUM Q NON TRAVERSABLE AREA— PATTERNED CONCRETE\ ■� U) C° CL 5" THICK CONCRETE LONGITUDINAL SLOPE. COORDINATE ALL Z pi M CRUSHED GRAVEL LAWN\GRAVEL\ ETC. SIDEWALK (TYP.) CONSTRUCTION WITH DEVELOPER AND LANDSCAPE c W < o O 4'x4' FLAT STREET SIDE LANDING REQUIRED (AS SHOWN) W � — 2 1/2" ASPHALT 4" — 3/4" MINUS CRUSHED PLAN. GRAVEL COMPACTION REQUIRED CONCRETE FILLET MUST HAVE A THICKNESS OF 8" AS ? ui J PAVEMENT ( ) SHOWN ON SD-708 rn 0 [SP-3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT QQ CURB IS NOT REQUIRED TO BE FULL HEIGHT RUN 6" PAST CURB. (TYP.) DETECTABLE WARNING PER ISPWC SD-712 STANDARD ROLLED 50' RIGHT—OF—WAY CURB & GUTTER (TYP.) AS PER LEGEND ACHD SD 702 w> 1.5%f0.5% (2% MAX SLOPE) S�pNAL E TYPICAL STREET SECTION 14" — 6" MINUS PIT RUN -0- 7.3%f1.0% (8.3% MAX SLOPE) ��S G\gTE �ji NOT TO SCALE 9%f1.0% (10% MAX SLOPE) '4FO �`�, Q 08/05/200 NOTE N �82 CONST. THROAT WIDTH AS 4' MINIMUM OR AS SPECIFIED. /TF�F O F \ P�C� PEDESTRIAN RAMP FOR ROLLED CURB N S. c ROW 46'-0" ROW ROW 43'-0" ROW CHECKED BY: NOT TO SCALE DAVID A. BAILEY P.E. 6'-6" 33,-0" 6'-6" 7'-0" 29'-0" 7'-0" DRAWN BY: KSC —6' 5'-0" 16'-6" 16'-6" 5' '-6 —0"5'—O" 14'-6" 14'-6" 5'-0" —O' 14'-6" 14'-6" SLOPE SIDEWALK 1.75% t 12'-6" 12'-6" SLOPE SIDEWALK 1.75% t 0.25% PER ACHD SD 709 0.25% PER ACHD SD 709 SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% 4" — 3/4" MINUS 4" — 3/4" MINUS CRUSHED GRAVEL 5" THICK CONCRETE CRUSHED GRAVEL 5" THICK CONCRETE z CL SIDEWALK (TYP.) SIDEWALK (TYP.) 2 1/2" ASPHALT 4" — 3/4" MINUS CRUSHED 2 1/2" ASPHALT 4" — 3/4" MINUS CRUSHED PAVEMENT GRAVEL (COMPACTION REQUIRED) PAVEMENT GRAVEL (COMPACTION REQUIRED) w [SP-3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT [SP-3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT a RUN 6" PAST CURB. (TYP.) RUN 6" PAST CURB. (TYP.) 0 STANDARD ROLLED STANDARD ROLLED w a 46' RIGHT—OF—WAY CURB & GUTTER (TYP.) AS PER 43' RIGHT—OF—WAY CURB & GUTTER (TYP.) AS PER V ACHD SD 702 ACHD SD 702 L z TYPICAL STREET SECTION 14" — 6" MINUS PIT RUN TYPICAL STREET SECTION 14" - 6" MINUS PIT RUN NOT TO SCALE NOT TO SCALE Lo Z ROW ROW 62'-0" O o 1'-0" 5'-0" 8'-0" 17'-0" 17'-0" g'-0" 5'-0" 1'-0" IN- 2 1.75% 2'-0" 2'-0" 1.75% z t 0.25% 15'-0" 15'-0" f 0.25% 1.757 �-1.75% • -�—2% 2%—�- O 4" OF —3/4" BASE 4" OF —3/4" BASE 5' WIDE 5" THICK CONCRETE SIDEWALK (ACHD SD 709) 4' WIDE 5" THICK CONCRETE SIDEWALK (ACHD SD 709) SIDEWALK TO BE A MIN. TBC ELEVATION OR MAX 6" 2y2" ASPHALT PAVEMENT STANDARD SIDEWALK TO BE A MIN. TB ELEVATION OR MAX 6" ABOVE CENTERLINE ROLLED CURB & ABOVE CENTERLINE [SP-3, 1/2" MIX, PG 58-28] GUTTER (TYP) 0 W 4" —3/4" AGGREGATE BASE AS PER ACHD SOD SOD 14" —6" PIT RUN SD-702 EXTEND J" MINUS AND V / PITRUN 6" PAST CURB. V / 62' RIGHT—OF—WAY (TYP.) — W SUNSET POINT FULL SECTION NOT TO SCALE 0 0 W L.L P/L P/L : W 20'-0" 8" THICK CONCRETE 10'-0" 10'-0" RIBBON CURB (2.0' WIDE) V / F/—r6 — 3/4" MINUS CRUSHED GRAVEL XTEND GRAVEL AND PIT z SLOPE 2.00% f SLOPE 2.00% RUN 6" PAST CURB. (TYP.) L—� W Q W EXTEND GRAVEL AND PIT 2 1/2" ASPHALT PAVEMENT j RUN 6" PAST CURB. (TYP.) [SP-3, 1/2" MIX, PG 58-28] STANDARD ROLLED7 L4" — 3/4" MINUS CRUSHED GRAVEL Q J CURB & GUTTER (TYP.) AS PER 14" — 6" MINUS PIT RUN ACHD SD-702 20' RIGHT—OF—WAY Q I TYPICAL ALLEY SECTION m o NOT TO SCALE Plans Are Accepted For Public Street Construction DATE: By stc�olrg c-d scr-c t-e r-oroverren' olars, t-e Recs.erec 08-05-2020 _ng.neer ensues ,-e Distrct ,-ct ,re pcns co-for- ,o al Ds,rc, PROJECT: 0o c es a-d s.cnca�ds. Vcricnces c, waivers m s. oe speed ccl- C2013-026 y a-d prev'ous y aeproved by the D'str'ct 'n writ nc. Acceetonce ET or tre imp overlent pars oy tie D st,ct coes ro e eve re SH Rec slerec Ergiree� o` these escors ci ties. R DAT-: ADA CCJV-Y -iIGI-WA" D S-RICT 4e7 Q O U WIDTH VARIES C6 E ACROSS BERM MENEM Q a) NON-WOVEN GEOTEXTILE FABRIC OVERLAP 2' MIN C� 2 2 TYPE 1 MATERIAL PER 10. OVERLAP = - 3 @A-A ISPWC SECTION 206.2.6 w ■� Z � 5- T��ND & 2050.2.2. INSTALL 2' 6' 2' L PER ISPWC 206.3.2.A.1. Z 1 2 MONITOR WELL LOCATIONS �_ 6» s" TYP z FINISH GRADE ALL WELLS LOCATED 50 FEET ACROSS THE a STREET FROM POND ON SIDEWALK - _ N LEGEND: " ;III = _ lil,�llil FOREBAY OVERFLOW CHANNEL - _ _ - W z 1. WELL COVER, 8 DIAM. WATERTIGHT GALVANIZED STEEL COVER AND CANISTER. j " LL! II II II WELL NORTH EAST SECTION 8 ANGULAR STONE RIPRAP W w 2. 2 OR 3 BOLT LID WITH We" HEAD AND SAE = „III (8" MIN THICKNESS) Z THREADS, GASKETED. 3 W N 6392.80 E 6137.56 NOT TO SCALE _ 3. CONCRETE SECTION 70(COLLAR), LLAR), CLASS 3000 (ISPWC C3 c~i� E N 6317.56 E 6647.13 ARMORED SPILL CHANNEL SECTION ca Z LU co 4. DIAMETER HOLES OR SLOTS CUT INTO PIPE NOT TO SCALE ~ M W < o AT 3" ON CENTER. � `� - LU 5. TRACER WIRE SHALL BE PLACED ON OUTSIDE OF 5 PVC PIPE, MINIMUM 18 GAUGE, INSULATED, a w SINGLE-CONDUCTOR COPPER WIRE, INSULATION z TOP OF BERM- COLOR SHALL BE GREEN WITH THREE 6" ELEV PER PLAN 12" STAINLESS STEEL PIPE CAP DIAMETER COILS. o cn WEDGE PRODUCT PART NUMBER 6. PIPE SHALL BE PERFORATED PVC, ASTM D-3035, ``'of - 6015.S OR APPROVED EQUIVALENT. SDR 35. WELLS BACKFILLED IN A PIT REQUIRE p well SECURELY ATTACH CAP TO PIPE. S\(3NAL FN 6 PIPE. DRILLED WELLS MAY USE 4 PIPE. N � caP DO NOT GLUE. CUT OPENING AS �S C� 7. NONWOVEN FILTER FABRIC AROUND OPENINGS SHOWN IN END " O� �G�ST�RF AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK. o o - POND PRIMARY CAPS 2 Q� 08/05/2020� 8. POLYPROPYLENE FIVER REINFORCEMENT AT 1 12 o za 6 3 17 8 8 2 LBS/CY. K N SDR-35 OUTLET z 9. BACKFILL MATERIAL TO MATCH STORAGE MEDIA o 3. PLAN CONCRETE COLLAR PIPE 0 FOR OBSERVATION WELLS LOCATED WITHIN A BMP °°o PIPE SIZE & FLOW OPENING INV = 9T FACILITY. USE PIPE BEDDING CHIPS FOR 42 o m PRIMARY BOTTOM SLOPE PER PLAN FOREBAY BOTTOM PIPE INV Ir F OF Q) OBSERFACILITVATION WELLS LOCATED OUTSIDE BMP m" 4 I�18 SLOPEBDS 1% TO SLOPNDE1 TO 16, S CAP\ N o 0 0 0 00 PROVIDE TRASH PROVIDE TRASH POND FOREBAY A.NOTES:GROUNDWATER OBSERVATION WELLS ARE FOR a 0 9 BSM LENS RACK ® INLET CHECKED BY: MEASUREMENT OF GROUNDWATER LEVELS WITHIN > ° ° 8 RACK & RIP DAVID A. BAILEY P.E. OR NEAR STORM DRAINAGE FACILITIES. o o a o RAP ® OUTLET FOREBAY/PRIMARY CUT-THROUGH DETAIL Ksc B. THIS DETAIL IS FOR WELLS INSTALLED BY a o 0 0 t-i 3 DRAWN BY: DRILLING OR BY EXCAVATED PITS. o 0 0 0 0 C. LOCATION OF GROUNDWATER WELLS SHALL BE a a -NTS- APPROVED BY ACHD ° ° SECTION CONCRETE COLLAR D. OBSERVATION WELLS NOT ALLOWED IN CURB OR o 0 VALLEY GUTTER SECTION. o 0 o 0 LINING TO EXTEND TO TOP OF BANK & CENTER OF BERM (MIN) MONITORING WELL FREEBOARD I (PER ACHD S D-6 2 7) 7 s'-- �- W.S. 100 YEAR LEVEL SOD FINISH EXCEPT NOT TO SCALE WELL SECTION = I- BSM LENS (SEE FOREBAY/PRIMARY � FOR BSM LENS 1 w cn (BSM TO BE CUT-THROUGH DETAIL ABOVE)LLJ �P+ o w L PRIMARY FOREBAY J Z HYDROSEEDED) '� 0 w Fs' PRIMARY BOTTOM '� 6" CLAY 4" TOPSOIL OVER `�� EMBANKMENT AND DIVIDER Q �`�S SLOPED 1% TO LINER CLAY LINER ��2 BERM MATERIAL PER SOILS ENGINEER AND COMPACTION L BS SEE CUT-THROUGH SLOPE 1%MIN TO OUTLET JQ TO 95% REQUIRED (PER o DETAIL THIS SHEET WEST POND PRIMARY AASHTO T180). d' s BSM - - - N o CAP 6 Y: 7 FT 3 CLAY LINER AS SPECIFIED j CAPACITY: 7,127 FT�3EAST POND FOREBAY TOP OF BANK: 2553.50 V100: 1,182 FT-3 (FOREBAY ONLY) w z 100-YR HW LINE: 2553.00 - CAPACITY: 1,370 FT^3 s SIDE SLOPES: 3H:1 V _ W W W TOP OF BANK: 2553.70 J VARIES, EXCAVATE MIN 2' INTO TOE OF 3H:1V:2550.10 SD - 100-YR HW LINE: 2553.20 FREE DRAINING MATERIAL. BIORETENTION SOIL MIX SPECIFICATIONS TOP OF BSM: 2550.00 I� SIDE SLOPES: 3H:1 V \ BACKFILL W/ CLEAN 6" PIT RUN 60% SAND I BSM LENS AREA: 800 FT-2 O BOTTOM OF POND: 2550.35 OR BSM 20% SANDY LOAM (SILT, SAND, CLAY) s MAX WATER DEPTH:3.00 FT s o - - 2550.55 HIGHEST GW ELEV:2548.90 Lo 36 oD /MAX WATER DEPTH:2.85 FT 20% COMPOST TYPICAL POND SECTION NOTE: N TS- j z $$ � EXCAVATION OF PONDS IS TO OCCUR WITH AQUALIFIED - NOTE: BSM MUST BE IN CONFORMANCE r GEOTECHNICAL ENGINEER AND OR PROJECT ENGINEER WITH ACHD SECTION 8200, APPENDIX F. 2553.93 RIM � � s � � � 2553 BERM: 2553.20 `� \ \ ON-SITE. / PROVIDE METAL END SECTION 2552 D D \ BIORETENTION SOIL MIX SPECIFICATIONS W/ TRASH RACK & RIP RAP o W 2551 60% SAND NOTE: AT INLET TO POND FOREBAY - - " 20% SANDY LOAM (SILT, SAND, CLAY) Ab,Q INLET TO POND PRIMARY 0 - 55 6 RIM 20% COMPOST THE INFILTRATION RATE OF THE CLAY BASINS [REFER TO ACHD � o 73' I °gyp w LINER MUST NOT EXCEED 0.5"/ HR. SD-628 W/ RIPRAP OPTION] NOTE: IL 2 2551 I \ 1. DRAINAGE CONTRACTOR SHALL INSTALL 2" SCH 80 WATER CLASS PIPE CONDUITS THROUGH THE SEEPAGE TRENCHES FOR WATER LINES, UNDERGROUND POWER LINES, GAS cv 552 E s LINES AND TELEPHONE LINES. SEWER SERVICES SHALL BE PLACED IN 6" 1 SCH 80 WATER CLASS PIPE THROUGH SEEPAGE TRENCHES. THE PRECISE LOCATION, DEPTH 255 2553 T -1 .003g ?s I AND SIZE SHALL BE DETERMINED BY THE ENGINEER. O 2 LO SS 2551 2551 o Ln 2552 V 2. GROUNDWATER WAS ENCOUNTERED IN TEST EXCAVATIONS ON THIS SITE. IF GROUNDWATER IS ENCOUNTERED HIGHER THAN INDICATED ON THE PLANS, THE CONTRACTOR J o + �,� SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR REDESIGN BETWEEN GROUNDWATER AND THE POND BOTTOM. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN O W 0 N p 2553 2552 / ADDITIONAL COSTS TO THE CONTRACTOR. NO BEDROCK WAS ENCOUNTERED IN ANY OF THE TEST PITS. REFER TO GROUNDWATER MONITORING DATA REPORT BY SITE I I _ N CONSULTING, LLC DATED DECEMBER 4, 2018. 2551 3. ALL MONITOR WELLS SHALL HAVE A CONCRETE APRON POURED AROUND THE CAP. - - - _ _ _ _ _ _ _ �•61 4. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. THE ACHD STAFF MUST VERIFY THE INFILTRATION A °\ � RATE AFTER THE FACILITY IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER (5"/HOUR), CONTRACTOR MAY NEED TO BERM: 2553.00 I , I BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. LJ.I � �� c o 5. EXCAVATION OF PONDS IS TO OCCUR WITH A QUALIFIED GEOTECHNICAL ENGINEER AND/OR PROJECT ENGINEER ON-SITE. Q WEST POND FOREBAY � � 4 00 255 V100: 769 FT-3 1 2552 CAPACITY: 1,029 FT^3 2553 TOP OF BANK: 2553.50 / 100-YR HW LINE: 2553.00 _ m SIDE SLOPES: 3H:1 V _ o BOTTOM OF POND: 2550.15 PI PI PI EAST POND PRIMARY I ' I `�' - 2550.35 Lil V100: 10,638 FT-3 o MAX WATER DEPTH:2.85 FT -CAPACITY: 11,598 FT�3 { W. SUNSET ARCH sT. E POND TOP OF BANK: 2553.50 W POND u, v 100-YR HW LINE: 2553.00 ALLEY STUB cn SIDE SLOPES: 3H:1 V TO PH 6 TOE OF 3H:1 V:2550.30 A TOP OF BSM: 2550.20 N T BSM LENS AREA: 1,147 FT-2 m m s MAX WATER DEPTH:3.00 FT WEST POND PLAN VIEW �� COBALT STUB HIGHEST GW ELEV:2549.1 TO PH 6 m y��T (PER ACHD BMP 10) 2� o J 1 "=20' EAST POND PLAN VIEW W. ANGEL LANDING ST J (PER ACHD BMP 10) Q 1 "=20' INDEX MAP Q 1"=300' T Q 1 m U ALL SPLITTER MANHOLES ARE TO BE 48" ID PRECAST PER ISPWC SD-611 W/ 2' SUMP Plans Are Accepted For Public 20 0 10 20 40 Street Construction DATE: SDMH INV OUT PIPE LENGTH/SLOPE INV OUT PIPE LENGTH/SLOPE INV @ FOREBAY 'CUT-THROUGH' INV ® PRIMARY MANHOLE SDMH INV IN INV ® FOREBAY INV ® PRIMARY 13y stamping and signing the improvement plans, the Registered 08-05-2020 SUMP ELEV (TO FOREBAY) [SDMH TO FOREBAY] (TO PRIMARY) [SDMH TO PRIMARY] SIDE OF BERM PIPE SIDE OF BERM SCALE IN FEET Engineer ensures the District that the plans conform to all District PROJECT: " " " " " " policies and standards. Variances or waivers must be specifical- C2013-026 W 2550.53 14 2548.53 2550.53 15 41 LF 15 SDR-35 C� 0.44% 2550.35 2551.03 12 48 LF 12 SDR-35 ® 1.73% 2550.20 2550.15 17 LF 12 SDR-35 & 0.25% 2550.10 1 =20 ly and previously approved by the District in writing. Acceptance #E 2550.71 (15 "N) 2548.71 2550.71 (15") 21 LF 12" SDR-35 ® 0.80% 2550.55 2551.21 (12") 36 LF 12" SDR-35 102.25% 2550.40 2550.35 17 LF 12" SDR-35 & 0.25% 2550.30 of the improvement plans by the District does not relieve the SHEET & 2550.96 (12 W) Registered Engineer of these responsibilities. SEE PLAN VIEW THIS SHEET FOR RIM ELEVATIONS BY DATE: ADA COUNTY HIGHWAY DISTRICT , Q O U Q 0� E CO Oct KEYNOTES N D INDEX MAP 1 REMOVE EXISTING CLEAN-OUT AND CONNECT a j O TO EXISTING SEWER STUB. CONTRACTOR TO = w D W. SUNSET ARCH ST. 1"-300' �� Z ~ � FIELD VERIFY INVERT ELEVATION. L � 02 INSTALL 'T'-TYPE CLEANOUT PER Z Z MERIDIAN S1. ------ 3--- .Z�J (7 REMOVE EXISTING BLOW-OFF ASSEMBLY AND [Z D s CONNECT TO EXISTING 8" WATER MAIN. a l I O m m � COORDINATE W/CITY OF MERIDIAN. � W CONSTRUCT 22 LF CONTRACTOR TO FIELD-VERIFY LOCATION & Z I I m �� ELEVATION OF EXISTING WATER MAIN. 8" WATER MAIN � �' W -PI PI `J L - - - - - - T ® 11-1/4' BEND (MJ) Z � - - - d SEWER LINE B W. ANGEL LANDING ST d SEE SHEET 5.2 cj NOT USED. C3 cn 3 rn _ W a M LL I I © NOT USED. < o CONSTRUCT 38 LF ' I _j U) - I 14 Q I NOT USED. j w Ji ------ _- 8 07 WATER MAIN ^' a ` V ® 8"x8"x8" TEE (FLG) V w a l I 2- 8" VALVES (MJxFLG) O I J Z 1 1- 8" ADAPTOR (MJxFLG) 3 CONSTRUCT 116 LF I I 3+78.90 3� a I 09 INSTALL 2" BLOWOFF ASSEMBLY 8" WATER MAIN a I I 4" 40'L I (FUTURE WATER MAIN EXTENSION PER �S�pNAL FNG — — — — — El 2547.04 3 j j JZ O I MERIDIAN W-13). ot�� 3\STF y — �3 O J a I ® POTABLE/NON POTABLE MAIN CROSSING. Q� 08/05/2020� EXISTING BARAYA __ - 1 Zw I M REFER TO WATER NOTE 2 - SEE COVER SUBDIVISION NO. 1 - i p api `v CONSTRUCT 32 LF SHEET 1.0. 17882 3 v I 8" WATER MAIN © 1 POTABLE/NON POTABLE SERVICE CROSSING. M al w REFER TO WATER NOTE 3 - SEE COVER TF OF M M- M W W W W W W W 4 SHEET 1.0. F \ 8 'S EX SSMH A-1 3 CONSTRUCT 21 LF �/ �P TBM 11 BARA Y 4 �. N S. C - A WA ' 1- 1 8 8 WATER MAIN i sus s s " _ —5 X. SAC _- 8" P_y_C 4 491! oIJ �_ 172• ii I 9 CHECKED BY:� I 8 PVC 00.41% � '�� I , N SSCO A-4 3 N 1 11 1 SSMH !A-2 1�2. 8 PVC ®¢ • DAVID A. BAILEY•P.E. 009a FUTURE BARAYA DRAWN BY: I I 2 SUBDIVISION NO. 6 WATER METER LEGEND KSC I - I (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 _ & W5) 3 l LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT i 2+89.96 -1 i 3+30.04 1 1 3+69.93 LINE WITH FIRE HYDRANT. 4" 30'R 4" 30'R 4" 30'R I 8" PVC 01.40% a j I El 2546.17 El 2546.47 El 2546.77 I a 3/4' DOUBLE METER SERVICE SSMH A-3 WITH 3/4" METER SETTERS 3 ( I I I I I I I 3/4" SINGLE METER SERVICE WITH 3/4" METER SETTER SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD SW-3. 3 I I I I I I I I z� o THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS �_ 3 I I I I I I I a l AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. Uj I NOTE: o ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, 3 I I I I I I I i CONSTRUCTED PER ISPWC SD-501. w Uj a I i O I O I I O I �� THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED BLOCK 2 I BL 0 2 I I I I FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF 3 I I I I I I d l MANHOLE. � z L L L — -1 L — — J I ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. PI FI P PI PI PI PI PI PI PI J 801 — — — — — — — — — — "'_- aol aol 30 0 15 30 60 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS roe roe — -_ - - - — — — — — — — — — — — — LO - T 200 (SDR-21) PIPE. SEE WATER NOTE 3. SCALE IN FEET z 1"-30' BENCH MARKS 6I TBM LL O W TBM #1 - 2553.00 - RIM OF EXISTING SEWER MANHOLE O CONSTRUCTED WITH BARAYA SUBDIVISION NO. 1. SEE SHEET 5.1. 256 2562 TBM #2 - 2555.37 - RIM OF WATER VALVE PRESENT ON THE EASTERN SIDE OF WATER MAIN ON SUNSET POINT, CONSTRUCTED z WITH BARAYA SUBDIVISION NO. 3. SEE SHEET 5.5. n Z Z L.L Z y 00 Z 00 00 M 0 255 � 2559 00 ° L - 0� Z 0 � N � M � J � M � � 04 co I- I- o0 O 't � L 04N I � � O 1 r- 06 0611) OMO 1 � "� Lo aLOL " ~ + `r) D W Q0C) M M " O � NH + � ZO ENO Z O M 0 0 � LO + Lo O � N — 0 = Or. O � N " " H V) + � N "� " Z0 Qom » 1`4 2556 255 0 Lz z z Q N N N — — — X > EXISTING RADE N F Z Z I X ~ � Z Z Z Z W (n0_' Z ..1 W - - ——— — — — — —— — — — > 2553 FINAL RADE 14 C-900 2553 Z STORM DRAIN 6" PIRR M � (8" C-900 SLEEVE) W W 255 2550 W II I 8" WATER MAIN Z II 2547 II 2547 II Q W II II J 254 II 2544 Q J M IDIAN APPROVED FOR W I I �o�No 00% CONSTRUCTION > I I _ ®A• These plans and/or specifications have been reviewed for > Q 2541 541 compliance with Meridian City Standards and Specifications. I F $ F G This review does not relieve the owner, engineer, or contractor W U I ____ of the responsibility to design and/or construct those facilities / /'� 1 19 LF 8" VC «0.41% in compliance with all current applicable federal, state and local �J � 8_L_F_8" PV ®0.41%__ (122 L C_C) 27 F 8" PVC 1.40% laws, rules, regulations, ordinances, development agreements, (70 LF -C) (29 L C-C) specifications, orders or approvals, all of which the City retains DATE: 253 u 2538 the right to enforce. Inconsistencies not noted by City staff shall 08-05-2020 not be construed as approved unless specifically addressed PROJECT: ST • 2+69.90 SEWER LINE A PROFILE in writing by the City. Any proposed revision to these plans must C2013-026 Ift 2539.04 be submitted for review and compliance with the Meridian City SHEET 253 H R: 1 = 0 Standards and Specifications before said revision is constructed. VIER: 1 " ' 2535 Name Date 5st +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 450 4+80 5+r0 C� Q oM 1 � Q226 N N KEYNOTES D INDEX MAP O REMOVE EXISTING CLEANOUT AND CONNECT TOLU 1 100+4 1 1 1 a W. SUNSET ARCH ST. 1"=300' EXISTING SEWER STUB. CONTRACTOR TO FIELD �= Zco { VERIFY INVERT ELEVATION. L O REMOVE EXISTING BLOW-OFF ASSEMBLY AND z CONNECT TO EXISTING 8" WATER MAIN. = g n COORDINATE W/CITY OF MERIDIAN. a N CONTRACTOR TO FIELD-VERIFY LOCATION & o A s ELEVATION OF EXISTING WATER MAIN. m " °ti 30 11-1/4' BEND (MJ) WZ ~ I I IUj i I I I I I I I I I I I I \ y 05 22-1/2' BEND (MJ) WBLOCK ( . z LOSK W. ANGEL LANDING ST NOT USED. co w I I I I I I I I I I I I I I I I I CONSTRUCT 7 III II 20 II II 19 III II 18 III III 17 II II 16 II II 15 I I 14 II II 13 I1 I 12 LF 1 _ \ M ZW 1 8" WATER MAINI CONSTRUCT 40 LF NOT USED. W o 8" WATER MAIN NOT USED. C 0 0 w o-w_ CONSTRUCT 22 4F I I I I I I I I O \\ ♦♦ \ - \ 11 8"x8"x8" TEE FLG w 1 ONSTRUCT 197 LF I CONSTRUCT 171 LF I I I I CONSTRUCT 113 L O ® ( ) V I 18" WATER MAIN I I I " WATER MAIN I 1 I I 8" WATER MAIN 1 I I 1 I 8" WATER MAID OONSTRUCT 38 L� 1 \ \ 76 2- s" VALVES (MJxFLG) I(J I 8 WATER MAID I 1- 8" ADAPTOR (MJxFLG) I I I I I I 1 I I I I I 1 1 I I I I 2�+70.19 \ \\� O CONST. 12.5 LF. 6" WATER MAIN I 7+94.06 1 7+48.41 1 1 6+98.41 1 6+53.28 5+88.41 5+38.41 I 1 4+83.41 4+28.41 3+78.41 4 38 R \ EX SSMH B-1 I I 4" 41'R 1 1 4" 41'R 4" 41'R 4" 41'R ,. 1 I 1 I El 2548.40 \ \ 8"x8"x6" TEE (MJxMJxFLG) S�pNAL FN El 2548.27 El 2548.36 I El 41'R 5 El 41'R 4 4' 41'R 4' 41'R 4 41'R 4" 41'R 4" 41'R / 6" VALVE (MJxFLG) �,S - - L - - - - - J L - - -T- - - L - - - J - El 2548.64 El 2548.70 El 2548.78 El 2548.62 El 2548.35 1 ,r �/ \ \ BARAYA �\srER tip, - -i L - - - J L J I_ - - - o FIRE HYDRANT PER MERIDIAN SD-W8 O F SUBDIVISION NO. 3 T- - - - -T- - - t - - - -� L - - -T- - - � L - - -�- - - � L - - - � \\ \s 4 � Q 08/05/2020 8 I I I g I ; 4 3 ♦ '/\ [EXISTING] ® NOT USED. Q 7 1 I I I I I \ s \ ,' \ 11 NOT USED. 17882 w 1 I I I 1 I \ 2 \ \� O �3ZG1.H z w I w w w w w w w w w w w w w I w w \ ♦ \ POTABLE/NON POTABLE MAIN CROSSING. W w w w w w w w w i ,�, I I \ ♦ 9 Ld _ 9 _ _ _ W._ S U_N S E T A R C H S T. I �' SSMH B-4 i ; I I w 1 \ \ \ © REFER TO WATER NOTE 2 - SEE COVER �F(��N Rp.�� d� ® W. -SUNSET; ARCH S T. I SSMH B-2 / \ \4 SHEET 1.0. S. C �� a I 1 I 1 - I POTABLE NON POTABLE SERVICE CROSSING. W 0 1 8 •PVC ®1 30% 2 0 o I I o SSMHIB-3 X�' / CHECKED BY: Cn Cn • • •I • • •��• •�•�-� •�• � 8 PV ®0 �% •' •fir• I • o � PV 4. 15O \\ \\ REFER TO WATER NOTE 3 - SEE COVER1-i-1 W SSMH B-5 �� ' ,� o `� 1 ♦ ` �\4 SHEET 1.0. DAVID A. BAILEY P.E. o• F 9 \ ♦ \ s ,\\ DRAWN BY: KSC BL 0CK A 7 9 1, /- ♦♦ \ �\ --- PI PI -PI- PI PI \ /, �S \ WATER METER LEGEND - - - - - - - - - - - - - - - p - - - - - \ I FCONSTRUCT 153 LF � I r - � � ,� � � ♦ \ � (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 ---1 - - » I I CONSTRUCT 232 LF ♦ \ ss \GG\ & W5) -�--- _ - ---�8 WATER MAIN O $" WATER MAIN / \ \ LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT FUTURE BARAYA �- I I I O -- - -� o / ` \ `��\ LINE WITH FIRE HYDRANT. SUBDIVISION NO. 6 I 1 I _ _ _ _ _ _ _ _ _ I 1 V ♦ \ \ 3/4" DOUBLE METER SERVICE _ _ _ _ L J - - - - - - - - - - - J WITH 3/4" METER SETTERS SEWER LINE D 3/4" SINGLE METER SERVICE Z F - - - - - - - - - - - - - - - 1 F - - - - - - - - - - - - - - - 1 WITH 3/4" METER SETTER 0 SEE SHEET 5.4 SEWER LINE C F SEE SHEET 5.3 30 0 15 30 60 SERVICE w V3CE MARKERS TO BE PROVIDED PER MERIDIAN SD N O 11111111111111111111 o I NOTE. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS SCALE IN FEET AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. w 1"=30' NOTE: N ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, W o CONSTRUCTED PER ISPWC SD-501. 0: z THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE. J 'n L 256 2565 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS LL 200 (SDR-21) PIPE. SEE WATER NOTE 3. 0 W Q W z o (n s BENCH MARKS O TBM 0 256 to W W Z 0 N M TBM #1 - 2553.00 - RIM OF EXISTING SEWER MANHOLE n 7 w n 00 00 CONSTRUCTED WITH BARAYA SUBDIVISION NO. 1. SEE SHEET 5.1. L1 (n 00 00 co II LO M I O TBM #2 - 2555.37 - RIM OF WATER VALVE PRESENT ON THE �0 O coo (00 II N ^ m O M N EASTERN SIDE OF WATER MAIN ON SUNSET POINT, CONSTRUCTED O O 00 c0 4 ' 1 0 00 = O Uj � N .. WITH BARAYA SUBDIVISION NO. 3. SEE SHEET 5.5. 255 �� O � N N� 't ItU � 00P0 .. .. 2559 � 0In � O I � LOLO .. o I o0 Ins`! I co Ins`! + � Z z O 1 Ir� 4N + m + � NN � o L0 tN Q) � NH (nN . m + � D NM (bFq ZO N I+ L0z ZO NNZO x ~ MZ Z Z O = ppNO Q � Qg » > FINAL GRADE W (n �' - - - W � cn � _ a a >> > ate » � Q � > � � � � z zz - z zz F<- Ni- - N N � - - - 255 �' `� Z 2556 V I --- ---- -- - - - - - - - - --- ---- - -- - - --- -- - - - - - - - - - - - - -- - - --- - - - - - - -- - - -- .� W - EXISTING GRADE O 255 11 2553 II Ld 8" WATER MAIN W 6L II 255 2550 W II Q II 0 II 2547- II z 2547 F8" PC 01.307. 1 1 Q W 158 LF C-C I 283 LF 8to PVC ®0 Q J 254 2544 LF C-C I IDIAN APPROVED FOR W Q I I I iowNo CONSTRUCTION I These plans and/or specifications have been reviewed for Q 254 1 I 2541 compliance with Meridian City Standards and Specifications. W This review does not relieve the owner, engineer, or contractor U of the responsibility to design and/or construct those facilities /1 7 LF 8" PVC _-_04.00% --- -� I in compliance with all current applicable federal, state and local �/ (61 LF C-C) -----t------ I I laws, rules, regulations, ordinances, development agreements, ST 2+43.88 U specifications, orders or approvals, all of which the City retains DATE: 253 I : 2539.15 2538 the right to enforce. Inconsistencies not noted by City staff shall 08-05-2020 41 L 8" PVC ® .95% not be construed as approved unless specifically addressed PROJECT: 51 LF 8" PVC CEO. 5% in writing by the City. Any proposed revision to these plans must C2013-026 SEWE LINE B PROFILE (53 LF C C) (43 LF -C) 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' 11 25 +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+10 140 1 +5�535 Name Date 5o2 C� Q M 1 o � _� Q2 � KEYNOTES 0 0 IN 01 45- BEND (MJ) LU a� O ■ Z I- CIDNOT USED L W Z �� I I I I I I I I I I I I BL OC/11 11 6 I I I I 03 NOT USED Z I I I � I = g ® NOT USED .� I I I I I I I I I I I I I I I I I I 1 ( I 8%8%8" TEE (FLG) _ w 2- 8" VALVES (MJxFLG) Z w I I I I I I I I I I I I I I I I I I I 1- 8" ADAPTOR (MJxFLG) W Z) I I I I I I I I I I I I I I I I I - p CONST. 12.5 LF. 6" WATER MAIN W w 8%8%6" TEE (MJxMJxFLG) w I I I I I I I I I I I I I I I 6" VALVE (MJxFLG) � Z � I Ll L I I I I CONST CT 235 LF � I I FIRE HYDRANT (PER MERIDIAN SD-W8) � co Z U M a ' FEI" CONSTRUCT2 LF I I I I I I 8'i WATER MAIN I I I I I I 7 NOT USED. W a SEINER ��NE 5B WATER M I I I I I I I I 1 _ 0SEESHEET I NI I I I I I I I I I I I I I 1 ( I I _j � w - 1 3+11.47 I 1 3+58.47 1 1 3+94.27 I 1 4+34.27 1 1 4+79.27 1 1 5+14.27 I 1 5+54.27 5+84.35 I I 1 ® POTABLE/NON POTABLE MAIN CROSSING. I I I 14" 428 _ I 0 � w 4" 42'L 4" 42'L 4" 42'L 4" 42'L 4" 42'L 4" 42'L 4' 42'L 4" 42'L 4" 42'L 1 I I I o SHEET TO WATER NOTE 2 - SEE COVER El 2549.13 El 2549.37 El 2549.55 El 2549.76 El 2550.00 El 2550.18 I El 2550.38 1 1 El 2550.54 I I El 2550.75 1 I PI PI t - - - L - -1- - L - -1- - -1 L - -� L - - L - - L L - J L _ _ _ 6+42.60 I Og POTABLE/NON POTABLE SERVICE CROSSING. 1 1- - T- - 1~ - - J REFER TO WATER NOTE 3 - SEE COVER 1 ` 4 46 R 1 3 8 1 9 1 6 1 9 1 i 9 i 9 El 2550.94 I _ CONSTRUCT 38 LF ; 1 i I I SHEET 1.0. ANAL 1 i g\ Fiv 8 WATER MAIN I ' I I o�`��c,\s TERM �7F W W '' W W W W 1 1 � � I IW W W W W W W W W1 W 1 1 5 8 ; W W W W--W- -W l Q- o " 1 1 1 ✓ a I m Q 08/05/2020 - - - - - - - - - - 3 $ - 9 _ 9 _� S. _ GALE CREEK A_ VE _ _ �- - I 9 g 1 SSMH C-11 � 9 ' 11 ,- - N� 82 - - - - - - - - - o 9 0 1 1 i0 9 i 9 1 1 - 1 - - i i ' Is _fir 1 I I O I I I I M ,' I o 9 - S S S S 5rS 5 » 5 S-i�-S 5� 51 STS S�S I S 9 _ I w �F OF� 8 1 PVC ®1.60% 1 1 �, - 1 1 1 S M B 3 �o i 0 1 i i i i i I I i `° i CD III WATER METER LEGEND 4', S. CRP\ 1 1 1 1 I (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 1 & W5) 1 _ I o LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT - - I I 1 3 \ - m CHECKED BY: _ _ _ I \ • r ' - � r - 7. r - � r +8 r 1 � - 1 � F- - 4 F- - 4 r - 4- � 4- -1- I I LINE WITH FIRE HYDRANT. DAVID A. BAILEY P.E. CONSTRUCT 113 LF I 2+47.47 2+82.47 3+17.47 3+52.47 3+87.47 4+22.47 4+57.47 4+92.47 5+27.47 5+62.47 5+90.35 6+30.78 - DRAWN BY: 4" 25,R I 4" 25,R I I 4" 25,R I I 4" 25R I 4" 24,R I 4" 25,R 1 I 4" 24,R 1 I 4" 25,R I I 4" 24,R 1 1 4" 25'R I 14" 25'R I 14" 24'R 3 4" DOUBLE METER SERVICE 8" WATER MAIN ( / Ksc - - - J 4 00 d I El 2548.39 El 2548.57 I I El 2548.76 I I EI 2548.94 I EI 2549.12 I I EI 2549.30 1 1 El 2549.48 EI 2549.66 EI 2549.85 I I EI 2550.03 El 2550.17 El 2550.38 ICESMI w I WITH 3/4' METER SETTERS I I I I I I I I I I I I I I I I 8"3 a lI II III II II III III III I II II I I I I I I I I P I C I 41.60% IH C-2 3 3/4" SING LE METER SERV SEWER LINE B WITH 3 4„ METER SETTER SEE SHEET 5.2 SERVICE MARKERS TO BE PROVIDED CONSTRUCT 38 L:' PER MERIDIAN SD SW-3.I 8" WATER MAI I I I I I I I I I I I I I I I I I I I I I I 1 I NOTE: THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS \ I AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. � cn _ I NSTRUCT I §6 LF NOTE:I I I I I I I I I I I I I I I I I I 4 I I I I I I I I I I I I I I I I I I I I 1CK 1 8" WATERi MAIN 3 I l i m ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, o I 4/I ^ o CONSTRUCTED PER ISPWC SD-501. Z 0CK I 1117 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6 � � III o THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED n _ FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF I I I I I I I I I I I I I I I I I MANHOLE. W I I I I I I I I I I I I I I I I I I I I I I I 0 I L P J P L P J L L - - - J L - - J L - - - �1 L - - - L - - - J a III w ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC P PI P 1 - I SD-51 1 A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. p P� P Pi W*SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS N o _ _ _ iii __j X c 200 (SDR-21) PIPE. SEE WATER NOTE 3. W r z 0::20 PUBLIC ALLEY IN� 3� I BENCH MARKS TBM PI-PI PI PI F- PI r - - PI PI F 1 1 _ F PI PI F- --PI PI PI PI PI PI PI W W _ _ _ _ _ _ _ l u� ( � � TBM #1 - 2553.00 - RIM OF EXISTING SEWER MANHOLE '/� r r r F- � r •r r- r v I CONSTRUCTED WITH BARAYA SUBDIVISION NO. 1. SEE SHEET 5.1. u , J I 1--- I� OCK I I I I I I I I I I I I I I I I I I I - 3 1 I 118 1 1 1 1 1 1 1 1 1 I 1 TBM #2 - 2555.37 - RIM OF WATER VALVE PRESENT ON THE 1 I I I I I I I I I I I I I I I I 1 8 z EASTERN SIDE OF WATER MAIN ON SUNSET POINT, CONSTRUCTED I I I I I I I I I I I I �K 1$ 1 I - ;--- --�1- WITH BARAYA SUBDIVISION NO. 3. SEE SHEET 5.5. BL I LL I I I I I I I I I I I I I 130 0 15 30 60 O CdN TkUCT 141 IL 1 8'1 WATER MAI 10L 0 _ I SEWER LINE D SCALE IN FEET SEE SHEET 5.4 1"=30' 0- Z 256 25650� Z 0 CD J INDEX MAP Z W F a Z LL W. SUNSET CH ST. 1��=300' O W N 00 < 256 2562 Q > a0 LO -n N V 1 W c600 0 Co A W � N00 � � � � � 00 ao ` u-) I N cri � , V0) LO (N + LnN S� 0 � N 2LONZ0 = (ONZ > �sA 255 N ' � 2559 r� rn � � ate >> � � - p I oo4LO inN NN � ZZ cntn � ? + m � LoN NH W. A L LANDING ST N = M N Z Z 0 FINAL GRADE a ( ¢ g » > m ~ � � �++ 255 - -- - --- ---- - -- -- -- ---- ---- ---- 2556 W 1 " C-900 EXISTING GRADE V S ORM DRAIN 255 2553 8" WATER MAIN C Q W 8" WATER MAIN J 255 Z 2550 Q J CMEIRMLAN*-- APPROVED FOR W Q CONSTRUCTION T These plans and/or specifications have been reviewed for 1 2547 2547 compliance with Meridian City Standards and Specifications. L.ILJ. I 39 LF 8" PVC 01.60% This review does not relieve the owner, engineer, or contractor U PVC C�1. O% of the responsibility to design and/or construct those facilities (43 LF C-C) 6 LF 8 p C in compliance with all current applicable federal, state and local 39 4 LF C- laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains DATE: 2544 2544 the right to enforce. Inconsistencies not noted by City staff shall 08-05-2020 SEWER LINE C R 0 FI LE not be construed as approved unless specifically addressed PROJECT: in writing by the City. Any proposed revision to these plans must C2013-026 [!F H R: 1 "_ �' be submitted for review and compliance with the Meridian City SHEET Standards and Specifications before said revision is constructed. ER: 1 "_ ' 254 2541 Name Date 1 +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+9-0 5o3 Q O U Q C6 E Oct KEYNOTES N D INDEX MAP 1 INSTALL 'T'-TYPE CLEANOUT PER ILL a 1"=300' O MERIDIAN S1. ■_ Z r SUNSET A ST. y Z { 02 45' BEND (MJ) Z 03 NOT USED. Z N ® NOT USED. a o m m s O NOT USED. = w G2s W Z �' © 8"x8"x8" TEE (FLG) III U) m 2- 8" VALVES (MJxFLG) III w 1- 8" ADAPTOR (MJxFLG) Z W. ANG LANDING ST Q7 CONST. 12.5 LF. 6" WATER MAIN 8"x8"x6" TEE (MJxMJxFLG) Z , 6" VALVE (MJxFLG) W < o FIRE HYDRANT (PER MERIDIAN SD-W8) J ULij ILL - ® INSTALL 2" BLOWOFF ASSEMBLY w (FUTURE WATER MAIN EXTENSION PER g/ O�// I '/IQ MERIDIAN W-13). i I Lt ,\ I / v I I I I I I I I I I I I Og POTABLE/NON POTABLE MAIN CROSSING. 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 1 i SEWER LINE C REFER TO WATER NOTE 2 - SEE COVER I I I I I I I I I I I I I I I I I BLI �K SEE SHEET 5.3 SHEET 1.0. �S�pNAL FNG� I I I I I I I I I I I I I I I I I I I I CONS RIUCT 141 LIB I ® o R� F I I I I I I I I I I I I I I I I I I I I I 18 WATER MAlI1J � POTABLE/NON POTABLE SERVICE CROSSING. ��' G,�STF REFER TO WATER NOTE 3 - SEE COVER SHEET 10 . . 08/05/2020 17882 SEWER LINE B SEE SHEET 5.21 I( 1m� NF�TCONSTIR CT 87 LF a F�OF CONSTRUCT 11131 LF 811 TER MAIN //V S.CONSTRU T209 �LF I I CONSI}R Cif 28 LF WATER METER LEGEND I I 8r' WATER MAINI I I I I I I I I C STRUCT 23 F I 8" WATR FAIN A� I I "I " WATER M N 8 IiER MAIN _ 1 � (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 CHECKED BY: a � & W5) DAVID A. BAILEY P.E. I 3 1 2+49.08 1 12+82.68 1 1 3+16.58 1 1 3+54.58 1 1 3+87.68 1 14+22.08 1 1 4+60.68 1 1 4+92.68 1 1 5+27.68 1 5+61.48 1 1 5+94.00 1 1 6+29.32 1 2 3 I m LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT DRAWN BY: 4" 43'L 4" 43'L 4" 43'L 4" 43'L 4" 43'L 4" 43'L 4" 43'L 4" 43'L 4" 43'L 4" 43'L 4" 42'L 4' 42'L LINE WITH FIRE HYDRANT. R CONSTRUCT 171 LF 1 6 0 1 El 2548.77 1 El 2548.94 1 1 El 2549.10 1 1 El 2549.291 1 El 2549.45 1 1 El 2549.62 1 El 2549.811 1 El 2549.96 1 1 EI 2550.14 1 1 EI 2550.30 1 1 EI 2550.46 EI 2550.63 1KSC L - -* - L - t - J L - - J - �- J L - t - J L - t - J - -� J L_ - t - J L- _j _j I __1 ax I 3/4" DOUBLE METER SERVICE - - - 8 WATER MAIN J 3 � i i � � � � � � - � - -,- - � L- � H i / I o WITH 3/4" METER SETTERS 9 I I I I I I 2 3/4" SINGLE METER SERVICE WITH 3/4" METER SETTER 1 W N W W W W W " I W W W W W W W E- I SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD i i i 146 W W WSW-3. 67 S F�RITT AVE _iii - - - - �- _ �1:/_ SSMH D-1 1 SS H B 4 o i i o i i o i i i - ��SSMH D-2 x l II THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS O I N S i 5�-si ST-`SA S �-S- ji I s Sr- L_S +1 1 ,S 5�--r�s § ols 5 S TS S 200 O I w AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. _ 8 PVC ®0.45% _ , CONSTRUCT 197 LF _ _3 _ - F _ �`� , �� S s I 8" WATER MAIN r ; , `°----� NOTE. Igo r- --r---�- -T -T.-- _r __ �__ �o x ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, o 1- -- �° CONSTRUCTED PER ISPWC SD-501. i - J I I I I i i 9 �� 8" PVC C�4.00% o w THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED • I 2+43.08 2+70.98 2+94.98 3+22.58 3+48.58 3+76.98 4+00.98 4+28.08 4+54.68 4+82.98 5+06.98 5+33.68 FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF o L k 7 1714" 23'R 4" 23'R 4" 23'R 4" 23'R 4" 24'R 4" 23'R 4" 23'R 4" 23'R 4" 23'R 4" 23'R 4" 23'R 4" 23'R 3 N X p MANHOLE. El 2548.34 El 2548.48 El 2548.60 El 2548.73 El 2548.86 El 2549.00 El 2549.12 El 2549.25 El 2549.38 El 2549.52 El 2549.63 El 2549.76 SEWER LINE B I _ 2 $" PVC ®0.65% ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC W Uj SEE SHEET 5.2 i 1 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. N o 8 1 O X I N O N M I ` *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS W Z SSCO E-1 200 (SDR-21) PIPE. SEE WATER NOTE 3. a I I FUTURE BARAYA SUBDIVISION NO. 6 CONSTR CT 55 LF BENCH MARKS WIT113M LIJ [LOT LINES FOR REFERENCE ONLY] 8" WATER MAIN J L TBM #1 - 2553.00 - RIM OF EXISTING SEWER MANHOLE c I CONSTRUCTED WITH BARAYA SUBDIVISION NO. 1. SEE SHEET 5.1. z C) I TBM #2 - 2555.37 - RIM OF WATER VALVE PRESENT ON THE LL J I EASTERN SIDE OF WATER MAIN ON SUNSET POINT, CONSTRUCTED I . m a I L OCK 19 30 0 15 30 60 WITH BARAYA SUBDIVISION NO. 3. SEE SHEET 5.5. O W � 0 SCALE IN FEET z 1"=30' 256 2565 256 25650� Z 0 J Z 4 Z 0 W Oo 00 � °° Z 256 ° 2562 256 00 ° in2562 Q I n w II It (0 N V I � I � O I � - � � W 0000 O � 00 � 00 N N � Op � � � 04 LO � cp � roLO ln (pU-) Lo In lnLq + Q00U-) NF-- + U + lf) � DOOU-) N (N Q (0 (0 �VNZ = cONO NNO L0 ZZ= LO O � 2N 0 00(p . . . .255 „ � 2559 255 � � 2559 NNFEZ NZEz I LOUiLO LO wmn _ KZ Mn _ K KZ m � LoN NH 2 (O N Z Z O FINAL GRADE m V H > > > W 255 _ _ - _ _ -_- 2556 255 _ _ _ _ 2556 W _ - - - - - - - - --- - - -- EXISTING GRADE - - - - --- - - - - - - z_ FINAL GRACE V / 0 � EXISTING GRADE 255 I z � 2553 255 2553 WATER M I C� Q W 8" WATER MAIN J 255 z 2550 255 2550 �/ Q J 00 00 CMB IDIAN APPROVED FOR Ld Q � p i�wNo CONSTRUCTION I These plans and/or specifications have been reviewed for Q 2547 `5 2547 2547 2547 compliance with Meridian City Standards and Specifications. LU M r 1 This review does not relieve the owner, engineer, or contractor W v 382 LF 8" PVC 00.45 of the responsibility to design and/or construct those facilities /'� I (386 LF C-C) in compliance with all current applicable federal, state and local V 37 LF 8" PVC ®0.65% laws, rules, regulations, ordinances, development agreements, 254 2544 254 (3 LF C-C) 2544 specifications, orders or approvals, all of which the City retains DATE: the right to enforce. Inconsistencies not noted b City staff shall 08-05-2020 not be construed as approved unless specifically addressed PROJECT: SEWER LINE D P R 0 I L_E in writing by the City. Any proposed revision to these plans must C2013-026 SEWER LINEE PROFILE be submitted for review and compliance with the Meridian City SHEET H 0 R: =30' HOR: 1 "=30' Standards and Specifications before said revision is constructed. VER: 1 =3) VER: 1 "=3' 254 2541 254 541 Name Date 1 +80 2-00 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5-00 5+40 5+70 6-COO 6+30 6+60 4+70 2+40 2-0 0 1 +80 1 +5 1 5 .4 !flI 1 1 I I I I I I I I I 1 - /� • ■ ME BL OCKI 114 1 1 1 1 1 1 / v o z 1 1 I I I I I I 1 1 1 M m KEYNOTES .. � N INDEX MAP _ �� D REMOVE EXISTING BLOW-OFF ASSEMBLY AND C� w a� / W. suNser ARCH sT. COORDINATE W/CITY OF MERIDIAN. L Z rV 1 1 I I I I I I I / / 1 =300 CONNECT TO EXISTING 8" WATER MAIN. ■� � co 3 CONTRACTOR TO FIELD-VERIFY LOCATION & W Z ELEVATION OF EXISTING WATER MAIN. Z O I I I I I I I CONSTRUCT 1�0 L� I CONSTRUCT 76 LF 20 45- BEND (MJ) I ► 1 8 WATER MAI I / _ 3 Z a i I �+186.L2 1 1 i I � i i 8" WATER MAIN CONSTRUCT �N LF // e / / / D � 3 NOT USED. ■� a � < A N 1 El 2548.66 1 1 3+58.42 1 1 4+01.73 1 1 4+47.47 1 1 4+83.75 8 WATER M� 1 / > / / / G Q Z W I 1 1 1 4,. 46,L 1 1 4„ 46'L 4„ 48,L 4„ 51,L / 0 / / m > tis�� ® NOT USED. W El 2548.92 I I El 2549.82 5+38.81 I / y / a El 2549.19 I / � � r - _J L - - r - J L - - -r- - - J L - - -t- - - L- _J 4„ 49,L / / 50 NOT USED. W � L - - El 2549.48 y Q q cn 1 r El 2550.07 1 / �o / J w © CONST. 7 LF. 6" WATER MAIN W. ANGEL LANDING ST ■� 3 I I I I I J EX SSMH T3 / Q / / 8"x8"x6" TEE (MJxMJxFLG) 6" VALVE MJxFLG) Z EXISTING BARAYA I I i I i i / 5+73.41 / / FIRE HYDRANT (PER MERIDIAN SD-W8) W CO o - - SUBDIVISION NO. 3 W_ _W_ _ _ _W I I 4" 28'L / / CO Uj w TBM #2� �° W W - � W W - "I- - -" - = " - - " " 1 El 2549.89 / / j 70 INSTALL 2" BLOWOFF ASSEMBLY ` 1 I I N C �/ - -� - - -i 1� / oo / (FUTURE WATER MAIN EXTENSION PER w o- - - - - - ` _ _ `- _ U _JET POINT_ W I zD 1 0) 1 - - _ _ i / / / / a- MERIDIAN W-13). ss ss ss ss I ss ss ss I s 1 1 N i- �� ¢ / / / ® POTABLE/NON POTABLE MAIN CROSSING. EX SSMH T1 I I I 't s 1 ss= s 1 0 �1 REFER TO WATER NOTE 2 - SEE COVER - 1 °' i I °� EX SSMH T2 s� 6" 1 I °' y / / SHEET 1.0. NAL I 099; 1 `' / / / O POTABLE/NON POTABLE SERVICE CROSSING ��5 O\aF-- - - - - - - - - - STE,QNC��L� - - - - - - - - - - -1- - 1 s / O REFER TO WATER NOTE 3 - SEE COVER �� -- -_ __ i I - - _ ' / SHEET 1.0. Q 08/05/2020 - �- - - i 1 882 3+12.42 3+52.42 F 3+94.11 7 4" 36'R 4 36'R I4" 36'R 4+37.41 4+77.26 I 15+-12t._1 3 4" 36'R I I El 2548.42 4" 32'R 4" 29'R. . qTF L\L7` El 2549.22 I I El 2549.37 I I El 2549.50 \ / WATER METER LEGEND (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 & w5) CHECKED BY: 3 I / LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT DAVID A. BAILEY P.E. / m LINE WITH FIRE HYDRANT. DRAWN BY: 3/4" DOUBLE METER SERVICE KSC WITH 3/4" METER SETTERS I I I I I I I I I I 3 I 3/4" SINGLE METER SERVICE WITH 3/4" METER SETTER SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD I I 1 1 I I CONS�fR GAT 1 13 LF SW-3. I I / / / moo) NOTE: 1 1 1 1 9" WXTER MAIN i / / / ` ` THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS �/ BLOCK l I I °L J L AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. - - - - - - - - - - - - -� I- - - - - -� I- - - - - _J L - - - - J 3 /iir/ / NOTE: riii r/ / Pi Pi P � /ii/� / / m ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, Z r Pi 30 0 15 30 60 CONSTRUCTED PER ISPWC SD-501. / THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED v FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF W Oz- SCALE IN FEET MANHOLE. o 1"=30' ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC p SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. LL Q N_ o 256 2565 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS > 200 (SDR-21) PIPE. SEE WATER NOTE 3. z W 3 ° BENCH MARKS 6R TBM W Z J 3 N�to p M TBM #1 - 2553.00 - RIM OF EXISTING SEWER MANHOLE LID256 w■ i_� N 2562 CONSTRUCTED WITH BARAYA SUBDIVISION NO. 1. SEE SHEET 5.1. LO ^ M z � � � •• TBM #2 - 2555.37 - RIM OF WATER VALVE PRESENT ON THE � V) (n + � Z EASTERN SIDE OF WATER MAIN ON SUNSET POINT, CONSTRUCTED LL M c M On n � V) (0 N - WITH BARAYA SUBDIVISION NO. 3. SEE SHEET 5.5. O W N 0 O M +Lo N = W N Z 255 = o � N � �, Q � » 2559 (n + Lo� Z O W ((n FINAL GR4,DE Qg > > - wci Z Z - -_ --- I I 255 --- - --- - -- -- --- --- --- - ---- 2556 O --- - - -- -- - --- ---- - II I I ZJ I I EXISTING GRADE 1 1 0 I I I I I I W I I I I I I Z _ 255 I I 2553 Q VI�/� > I I 8" WATER MAIN I I I II II II 255 I I 2550 II II II II II m II II II Ld W II II 2547 I I 1 1 2547 W II II II II 11 Q II II 11 II II II 254 � � I I I I 2544 z I 1 1 0J Q W II II 11 I EX 36" 0 .07% EX 36" 00.09% I I FEX 36 00.01% J 254 � � 2541 -- ------ ---------- --------- CVl B IDIAN APPROVED F O R Lj CONSTRUCTION 1 These plans and/or specifications have been reviewed for I 253 2538 compliance with Meridian City Standards and Specifications. I I I I _----__- This review does not relieve the owner, engineer, or contractor LJ -------- ---------- ---------- - -I --- ---------- ---------- - of the responsibility to design and/or construct those facilities w v L_ I ------ ---------- ---------- - L J , A ----------- ---------- -------------------- in compliance with all current applicable federal, state and local LJ LJ laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains DATE: 253 2535 the right to enforce. Inconsistencies not noted by City staff shall 08-05-2020 not be construed as approved unless specifically addressed PROJECT: in writing b the City. An proposed revision to these plans must EX EWER T UNK PROFILE g y y� y p p p c2013-026 be submitted for review and compliance with the Meridian City H 0 R: 1 =30 Standards and Specifications before said revision is constructed. SHEET 253 VER: 1 "=3' 32 5 Name Date +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+R0 5o5 LEGEND DOMESTIC WATER METER 1 Y2 " CURB STOP BALL V o KEYNOTES BOX COVER. OBLITERATE VALVE SUCH AS FORD DOMESTIC WATER METER AIR RELEASE VALVE _ O ' WORDS "WATER METER" B11-666SW r00i SUBDIVISION BOUNDARY LINE BOX COVER OBLITERATE 1 Y2 200 PSI RATED rn aD Q INSTALL NEW SERVICE OFF OF EXISTING 6" MAINLINE. — FROM LID. FORD N0. X43 , Q = WORDS "WATER METER' OR EQUIVALENT CIS CENERLINE CAST IRON WITH 13 Y2 FORD N0. X43 CAST IRON � � N COORDINATE W/ EXISTING HOMEOWNER. LOCKING LIDS WITH 13 Y2 „ LOCKING LIDS = RIGHT-OF-WAY LINE ZLU 20 ABANDON EXISTING PRESSURE IRRIGATION SERVICE. LOT LINE / y co COORDINATE W/ NAMPA & MERIDIAN IRRIGATION \/\\j\\/\\ \\/\\/\\� W Z DISTRICT. PI CONST. PRESSURE IRRIGATION LINE /\//\//\// //\//\//\\ \\/\\/\\/\\ 6' 30 FIELD VERIFY EXISTING LOCATION AND PROPER, WORKING WITH IRRIGATION RISER \//\//\// © CONDITION OF EXISTING PRESSURE IRRIGATION SERVICE. ® GATE VALVE W/RISER /\//\//\// \/\\� 20" PVC \\ \\ \\ z \\ \\ \ CIO — 3 /////// t o" PVC C CO W ® CONSTRUCT AIR VENT PER DETAIL THIS SHEET. 0 MAINLINE DRAIN \// /j\\j\\j\\ � W W W W W W W W 50 CONSTRUCT DRAIN VALVE PER DETAIL THIS SHEET. 0 AIR RELEASE VALVE �j\/ \\//\\//\\//\ L, w w Ba NCE ROCK s� © INSTALL (2) 4" SCH 80 SLEEVES. \\ , ° ° ° ° ° ° ° ° ° /\\/ \// � �C� C'3 u, o 3 BRASS / / IN 1 CU. YD. \\\\\\ \\\\ CONNECT TO " - PIPE / // ° \� DRAIN ROCK TO \/\\ \\ \\ ° ° ° ° ° ° \\ \\ rn LU cU /\\j j j� \\ BOTTOM OF VALVE ��/\//\/ DRAIN ROCK V W w o EXISTING P-IRR VALVE - /�// / // // // FOR SUPPORT VA VA \ \ \ BOTTOM OF VALVE VERIFY LOCATION & - 3 - �\ '\�\��\'\ \ \/\%//\ \//\//\ /\ \ FOR SUPPORT ELEVATION OF EXISTING " EXISTING BARAYA SUBDIVISION NO. 1 -_ - - - __ z 3 DRAIN VALVE DETAIL �S�oNAt FN� r- i 4 s B O ® O \ \ NOT TO SCALE AIR VENT STATION DETAIL o�� G�srFR� 2 i la A \/ \4 NOT TO SCALE Q� 08/05/2020� 17882 BLOCK BLOCK 5 I =I PI pl PI pl=r_ T �� 1 _ _ -- - - -- -- - _ _ \ \\ \ 78 C��VI �N APPROVED FOR '�FTF �F PI PI PT PI PI PI pl � V. � 0 CONSTRUCT 178 LF 2 3 1 - 3 3 - - - - - 3 • 3 - - _- - -- - - 3 \ Vj P 8" P IRR PIPE r - - - I- - I- - � - - F_ F 3 F- - - 3-1 f \ \ \ �o�No CONSTRUCTION N S. CR � - - - - - - - � I I I I I I I I I I I I I I I I I I I I I I \\ \\ \ ` �. ' — — — — — — — — F i These plans and/or specifications have been reviewed for CHECKED BY: I I I I BLOCK 1 5 1 1 1 I I I I I I I 1 1 BLS 5 \ \ DAVID A. BAILEY P.E. O 1 I I I I I I I I I I I I I I I I I \ \ \ \ g compliance with Meridian City Standards and Specifications. I 4 1 This review does not relieve the owner, engineer, or contractor DRAWN BY: " 2t I I yp 1 I 19 1 1 19 1 1 17 I I t8 I I 1s I I 14 13 s KSC 0 1 I \ \ �' \� - of the responsibility to design and/or construct those facilities - - - - - - - - I I I I I I I I I I I I I I ICONSTRUCT 25 LF I I 12 I I " \ \ ' \ in compliance with all current applicable federal, state and local I I I I I I I I I I I I I I 4" P-IRR PIPE » ° g development 9 I I 4 22.50 ELBOW laws, rules, regulations, ordinances, evelo ment agreements, �50 I I I I I I I I I I I 11 8" C-900 SLEEVE / specifications, orders or approvals, all of which the City retains " F 1 \� EXISTING BARAYA �j— _ — — J L — — — J L — — — J L — 2 4" P-IRR VALVES CONSTRUCT 58 LF the right to enforce. Inconsistencies not noted by City staff shall + s — — J L — — — — J L — — — J L — — — J L — ( ) - — — — J L — — — -4" P-IRR PIPE � � SUBDIVISION NO. 3 not be construed as approved unless specifically addressed 0 �o » �,� in writing by the City. Any proposed revision to these plans must L-LW 8 C-900 SLEEVE � �W \ �\ be submitted for review and compliance with the Meridian City W W W (2) 4" P-IRR VALVES \ \ Standards and Specifications before said revision is constructed. Pf- _ _ _SIS�NS�T ARCH �T. 4» TEE .4S17f T_ARCH ST. , CONSTRUCT'S �- s 4" P-IRR PIPE \ �� Name Date •— 5 5 5 S s 5 S s s s s s • s s 1 _� ELBOW \\ �� o BLOCK 20 _ BLOCK 19 :t. —� i� r�� " ONSTRUCT 4 LF \ o\ 4 CONSTRUCT 99 LF _ __ __ CONSTRUCT 104 LF'- - -- - PI - - - - - P _ _ � _ _ P - - � 2\ 0 4" P-IRR PIPE _ _ PIPEPIanS Are Accepted For Public N 4" P-IRR PIPE \ 4 -I R „ � �� 4» 45° ELBOW \ �\ Street Construction o CONSTRUCT 55 LF 4 TEE CONSTRUCT 101 LF \ �� 4" P-IRR PIPE STUB 3 LF 4" P-IRR PIPE 4" P-IRR PIPE I CONSTRUCT 101 LF� I CONSTRUCT 36 LF \ \// / ` // �� By stamping and signing the improvement plans, the Registered Q -CONSTRUCT 101 LF] » \ \ / Engineer ensures the District that the plans conform to all District L+1 < 8 C-900 SLEEVE INSTALL 4" VALVE 1 4" P-IRR PIPE F 4 P-IRR PIPE \ ss \ o policies and standards. variances or waivers must be specifical- N o 2 4" P-IRR VALVES i (- -� a � -4 P-IRR PIPE \ o and previouslyapproved b the District in writing. Acceptance > ( ) CAP & MARK TO SURFACE - 1�'011 - J o o the m roveenptp tans b the District does ot relieve the W z s (2) 22.5° ELBOWS CONSTRUCT 25 LF CONSTRUCT 57 LF I " 1 0 I I 0 1 \ \ W �/ / p p y z (2) 1 1 .25° ELBOWS _ 4" P-IRR PIPE I I L- — — _ — I L — — — — — — — — I \ \ // \\ / Registered Engineer of these responsibilities. ,� 4 P IRR PIPE g" C-900 SLEEVE i - - - - - _- _- - ' _ _ _ _ 4" 90° ELBOW r - - P - - PI 110 \ \� \ \/j Q00 BY DATE: 8 C-900 SLEEVE �� LF- - - - - CONSTRUCT 92 LF \ ��\ ADA couNTY HICHwAY DISTRICTZ 2 4" P-IRR VALVES (2) 4" P-IRR VALVES F O O - e � \ P ��'8 x8 x4 TEE ( ) I " I Q4 n I n I 4 P-IRR PIPE 0 • s \ C\ �� LO STUB 3 LF 8" P-IRR SOUTH 4" TEE I , L - - - - - - - �J -- - - - - - - J L - 4" 90° ELBOW J \\ \\ \\\ ' \'' O _ _ _ _ _ _ _ _ _ _ O \INSTALL VALVE - CAP & MARK STUB 3 LF 4 P-IRR PIPE z TO SURFACE INSTALL 4" VALVE I " Oo-I -v - - - - - - -I " - - - - - - - -I a CONNECT T0� / Q / �` q \\� / I I I I F I EXISTING 4 \ 0 J CAP & MARK TO SURFACE I I 1 O I I O I P-IRR VALVE \� Q / ` \o W - - - - - - - - - -� L- - - - - - - - - J " to L — J VERIFY LOCATION &� \ Q,� 1 ( " (n - - - I - - - - - - - - - - - - - - a ELEVATION OF EXISTING \ CONNECT TO 0 FUTU R E BARAYA I , —1 h - - - - - - \ EXISTING8 + 1 �� I O I I 4 �� 4 / O 1 r 1 I \ ss \ P-IRR VALVE - Z SUBDIVISION N 0 . 6 I " I� L 9 J I 10 I �' dopg VERIFY LOCATION & cn - - - - - - - - Oi - - - - - - - - Icy - - - - - - - J \ - �.�/ 3 > ELEVATION OF EXISTING` D I �m - CONSTRUCT 101 LF< O I _ 1 O 1 rn - - - - - — � \ IITi [CONSTRUCT 426 LF- J C L _CONSTRUCT 426 LF1 " A I I s 4" P-IRR PIPE 5 � \ /' /' � <'' I Wi » I tt /� \ O S I 4 -IRR PIPE r-- _4 P-IRR PIPE - ,D� 1 I 4" 90° ELBOW I / LU I 1 " L- - - - - - - - - - - - - - - - - - J \ \ \G \ g ` 50 0 25 50 100 - - - - - - - - - -1 � 9 F- - - - - - VI I - - - - � 1 12 I ��// ) \\ ?J�\4 v // � fin ) ��` \ 1Q 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND 1 1 Q I 1 Oj 1 " I L — — — — -1 s ^ \ �\ CONSTRUCT 379 LF SCALE IN FEET 2 3" x 4" x 6" CINDER BLOCK OR EQUAL I " � � � i CONSTRUCT 425 LF � O / / \•Q\ \ // /� " � W Q ( ) L - - - - - / \ \ 8 P-IRR PIPE 1 =50 Q3 4" x 3/4" SADDLE MINIMUM 1�0_ I — — — J L — — — — — — — — J 4 P-IRR PIPES \ / \ \O�\f \ / / \ \ 4 4" MAIN LINE MINIMUM \ ' ' ' ' ' ' ' \ I 1 \ ' ' \ \ /' /' 0 0 13 s � 10 5 8" x 3/4" BRASS NIPPLE \ © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND 0 Q7 3/4" BRASS CURB STOP 4 PUCT 25 LF- - - - - - - � - - - - - - - - J � \ // /� \ � 1 CONSTRUCT -IRR PIPE- - F- - - - - - - - -I ® ROCK CHIPS 3 » - - - - - � - - - - - - - - - - " I �I 8 C-900 SLEEVE Q9 3" FEMALE ADD. 4 (2) 4" P-IRR VALVES LOCATOR WIRE I L - - - - — I�- -� L - - - - - - - J " I L - - - - - - - O$ 1 3" PVC PLUG 6 I s ,CONSTRUCT 25 LF - - W ® MARKER STEEL T" POST 5 i r "� 8 4 P-IRR PIPE � - - - � �I 1 15 �1 3 4 90 ELBOW - - - I �� — — � L_ - - - - - - - -I \ \ ♦ \\ N.M.I.D "MODIFIED" TYPE A RISER SHORT SIDE SERVICE DETAIL I - - - - - - _ ' 8" 90° ELBOW ��`Jd' NOT TO SCALE 4 PUCT 9 LF F - - - - - - - - 7 " I- - - - - - - - � �F <,� v��' i� \ `" \ / / \ CONSTRUCT" IRR PIPE 11 I I 11 I I s / �\ \ / \g - < ` CONSTRUCT 48 LF - - J I L -4" 90° ELBOW J I 16 I CONSTRUCT 14 LF 10 Q W - _ = L- - - - - - - - - 4 P-IRR PIPE 4 P IRR PIPE - 1Q 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND /`2� I`2 ' ' 3 J 1 8 C-900 SLEEVE /— — — — — — — — � 8" 22.50° ELBOW v // O /� /r -/ O � 8" 11.25° ELB ` \ r n I Q2 3" x 4" x 6" CINDER BLOCK (OR EQUAL) 1 (2) 4" P-IRR VALVES W W w w- W l / 1 - CONSTRUCT 9 LF \ / \ s \ ` \\ V / J / CONSTRUCT 13 LF Q3 4" x 3/4" SADDLE MINIMUM I � � � �i 4" TEE �J � im 17 I 4" "P-IRR PIPE \ ' \ \ g 8" P-IRR PIPE CONSTRUCT 4 LF— - - - - - �� \ � 4 4' MAIN LINE MINIMUM - iui / \ 1 4" P-IRR PIPE W ]ANGEL LANDING ST. Q � — / - - - - - - - - - - - - - -� " \\`� \IV Q5 3/4' POLY PIPE 200 PSI W.]ANGEL 6 8 45 ELBOW � © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND I V - - - - - - - CONSTRUCT 13 LF 8 2 .50° ELBOW \ ,� W 9 s I 4" P-IRR PIPE _ , � 6 - ,CONSTRUCT 6 LF - Q7 3/4" BASS COMP. COUPLINGS 1 �__ � _ " � � IR IRR _- __-- ----- - _ $ P-IRR PIPE \ IR IR IRR IR IR IRR % % � % % P. P� PI PI � SS S » \ __ __ R _ RR __ RR _ _ __ IRR _IRR _ R _ _ ---CONSTRUCT 150 LF__ p RR \\ / / / / / / / / IR IRR PI __ 8 3/4" BRASS CURB STOP \ \� \\ \\ \\ _ R -�" p PI PI \ L \ \\ \\ \\ \\ \\\j \ __ � _ __ IRR IR —14h` 13F- 13R IR_ I IR IR Q9 ROCK CHIPS �fij�\fi}�\ fi\�\�\ `; 4 8 P-IRR PIPE -- - -- -- -- N -- ® 3" FEMALE ADD. ' \\ n Q (D LOCATOR WIRE 1 8" 45° ELBOW 8� 90° ELBlI3" PVC PLUG \\ li ® MARKER S EEL "T" POST 3 7 8 CONSTRUCT 4 LF CONSTRUCT 307 LF CONSTRUCT 221 LF �`� \ \\ DATE: 4 8" P-IRR PIPE 8" P-IRR PIPE 8" 45° ELBOW 8"x8"x4" TEE 8"x8"x4" TEE 8" P-IRR PIPE `� \ 08-05-2020 6 ` PROJECT: 5 2 CONSTRUCT 17 LF 8"x8"x4" TEE CONSTRUCT 6 LF CONSTRUCT 98 LF ss \` ` C2013-026 9 8" P-IRR PIPE 8" P-IRR PIPE 8" P-IRR PIPE �\ » INSTALL 8"IRR VALVE 8" P-IRR PIPE (2) 8" P-IRR VALVES 14" C-900 SLEEVE �\ � SHEET N ELD MODIFIED I TYPE A RISER LONG SIDE SERVICE DETAIL N CONSTRUCT 107 LF \ NOT TO SCALE CAP & MARK TO SURFACE • STREET LIGHTING v M 1. All street light construction shall be done in accordance with the NOTE: UNLESS OTHERWISE SPECIFIED, STREET LIGHTS 0 M °' current version of the ISPWC, the Meridian Supplemental .� a o 9 Specifications to the ISPWC, and the National Electric Code. ARE TO BE TYPE 2 PER MERIDIAN STANDARD V N r 2. A street lighting electrical permit shall be opened prior to starting DRAWINGS T1 & T2. — -J a LU work. Use the online Citizen Portal at .= coco https://citizen portal.meridiancity.org/Citizen Access/ to open a STREET LIGHTS ARE TO BE INSTALLED PER CURRENT L permit and request inspections. CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. Z 3. Installation will require inspections for the concrete base Q� reinforcing, bedding, backfill, and for the pole and associated wiring. 4. Street light bases shall be located 10'min. from trees, 5'min. .= a from fire hydrants and 2'min. from water meters. — o 5. Keep accurate notes of conduit, junction box locations. Attach a LEGEND = Z w redlined as built drawing of this plan sheet to the street lighting W 'U electrical permit, or submit a hard copy to the Meridian Public Works I= Z) Department prior to requesting final inspection. —— —— SUBDIVISION BOUNDARY LINE W W 6. Contact the City Transportation and Utility Coordinator (208) — CENTERLINE Z w 898 5500 for questions regarding Utility Conflicts, or to access �� M locked meter pedestals. RIGHT—OF—WAY LINE Z w o LOT LINE W Q a - \ "I w PI CONST. PRESSURE IRRIGATION LINE 0) gQ s \ WITH IRRIGATION RISER w w GATE VALVE W/RISER I / \ VI-1 \ t� w w w w w w w w w w w w w w w / `�\4 QD MAINLINE DRAIN w w w w w BALANCE ROCK sT. \ \ �\ \ QA AIR RELEASE VALVE Ss\O STF�NG'j� m ii s 5 s 5 3 5 s 5 11 s - s s s s s s s s � 5 -� \\ �� 4 \ #77777C STREET LIGHT NUMBERG � \ Q 08/05/20 a N1��.�882 Io 3 EXISTING BARAYA SUBDIVISION N0. 1 \ \\ / \ \ ��TF OF \ \ C��YI ��N APPROVED FOR F�� P` / n o N S. CR '° ` \4 CONSTRUCTION PI PI PI — — — — — — J O ® O \ \ ° \ These plans and/ors specifications have been reviewed for \ \ p p CHECKED BY: compliance with Meridian City Standards and Specifications. DAVID A. BAILEY P.E. This review does not relieve the owner, engineer, or contractor DRAWN BY: — — — — — — J BLOCK 5 �N BLOCK 5 \ \ \ \ \ of the responsibility to design and/or construct those facilities KSC d ° — — — — — — — P _ pl pi—pt PI _ _ - 78 oo \ In compliance with all current applica ble federal, state and local PI PI laws, rules, regulations, ordinances, development agreements, _ _ _ _ _ _ _ specifications, orders or approvals, all of which the City retains r - - - - \ 1 -1 � r -1 I— - � staff I — — — -1 r — — — \ \ the right to enforce. Inconsistencies not noted by City sta shall I— — — — — — — — — " 1 I I I I I I I I I I I I I I I I \\ \\ \ \4 n \ \ not be construed as approved unless specifically addressed to+ I— — — — — — — — — -- I I I I I BLOCK 1 5 I I I I 1 1 I I 1 I I I BLS 5 \ \ \ ° \ in writing by the City. Any proposed revision to these plans must I I I \ be submitted for review and compliance with the Meridian City I 1 I I 1 I I I I 1 I I \ \ \\\ Standards and Specifications before said revision is constructed. I I I I I I I I I I I I o \ 78 Name Date w I I I I I I I I I I I I I I I I I I o I I I EXISTING BARAYA F\ \ 0_ / _ �� o � _ - - -1 L - - _ J L - - - J f L - - _ J L - - - - J L - - - J L - - - J L - - - J L — J L — J L - - _ � SUBDIVISION �. 1 w - ♦ s w - — �\ 75 w w Q w w w w w _ _ w w SUNSET ARCH ST. w W. SUNS T ARCH ST. —P— —I— S \ G 5 S S S � > � —BLOCK 2 ,; B_ LOCK 19 :; � — P= n \ O�PI Pi PI � \4 \ — — — — — — — — — — — — — — NN C) Lo ml I — — — — — — J — J \ \\ - - - - - - - - , - - - - - - - -IM I \ o " W — J PI PI PI L - - - - - - - o - - - - - - - - II I �— — — — — — \ li I I F- - - - - - -°s— I �1 - \ \ �\ \ ♦♦`♦\�o - - - - - - - - - J Fil 1 � \�' 0 L - e ol 0 I- - - - - - - \� I Im I L - - - O — \\ �`� \ \ / A \ \ \ ♦♦°\\\ _ WI I° — I I O V U)� — — — — — — — C7 L - - - - - - - J \ \ 4 i.0p OI - - - Im " I� L - - - - - - - - J I- - - - - - - - - - " I I \ // // °� \ \ <' 50 0 25 50 100 - - - - - - - - -- F- - - - - - - - - - 'D. I- - - - - 1 \ v // 4 /> q \ \ ♦ q\ 0 i FUTU R E BARAYA I Q I I I Q 1 " - - _ _ — _ _ J ej^ \4 < // \\ ,, SCALE IN FEET r \ �\ \ / / G \ \ 1 =50 SUBDIVISION N 0 . 6 I I o 1 // ��,\ o > �0 \ \ ♦ \\ I _ I I O 1 1 7 " I- - - - - - - - J _ / // /\ \ ss\J►\ mo \ m LL - - - - - - - J - - - - - - - - J r - - - - - - - � \O / 1-1 \ .- 3?1 1 I o I 1 0 1 I L - - - - - // \ \� � °° I / ♦ \ " I - - - - - - - - � - I - - - - - - - - - � " I 1 14 � F- I \ / / > \ \ \ // // \ \ �•' I I I L_ - - - - - - i'_ J I L _ oo L- - - - - - - - ° \ \ N ° \ Q I � I I S I " Cam/ / > \\ \ <\ // // \° \ \ ♦. < � J — �— I � - - - - - - -vim \ / — — — / / N \ // / ♦ V w w w wIN w iiii / 17 I to I o I W. ANGEL LANDING ST. III L _ _ _ _ _ _ _ - - J �� - - - - - - - - - - - - - -\ \ \- m DATE: / \ \ 08-05-2020 PROJECT: j ao a0i ^ 901 801 PI PI p PI _—_ __________ s \ \ \\ \ C2013-026 IRR IRR a01 PI a01 PI PI aO1 PI PI PI pl PI PI PI PI PI PI —IRR IRR IRR IRR IRR 801 IRR IRR a01 IRR q(�1 (� IRR IRR IRR a�1 P SS P —— —_ — ——— —— —— —— —— R—— IRR IRI? IRRry1 ao1 IRR IRR IRR IRR IRR IR ail ail ail — _ ---- --- — Pi Pi Anl a01 R PI 801 PI \ of \ \ O p EDP TOB EDR TOB ----- --- --- --- -----�— ----- --- --- --- --- ---- — IRR -- IR--- IRR -- IRR -- IRR --IR — -- -- — �— IRR IRR IR IRk� SHEET 1 I — — — — — — — — — — — — — — -- — — — — — -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EDP EDP �B� rna EDR TOB EDR TOB TOB T0B TOB — — — — — — — — — — — -- — — — — — — — — — — — — — — — — —— —— —— TOB ` - EDP EDP EDP EDR EDR EDP EDR EDR EDP T�pR TOB TOB — — — — — — — — — — — — — — — — — — — — — — — — � \ \ \ EDP EDP EDP EDP EDP EDP TOB EDP TOB TOB \\ \ EDP EDR EDR EDP EDR EDP TOB TOB EDP TOB TOB \ \ \ e2 I I EDP EDP \ C� Q oM 1 � NOTE: NOTE: = Q A KEYNOTES ` FOR ELEVATIONS SEE PROFILE VIEW EACH SHEET ALL IRRIGATION MANHOLES ARE TO BE o 0 1 STUB GIRR MAIN ONTO GIRR MH-3. MINIMUM 4s" DIA. PRECAST PER I.S.P.W.C. N — CONSTRUCT 10 LF OF 12" CMP @ 1.06% SEE PLAN VIEW EACH SHEET FOR MANHOLE LAYOUT SD-613A WITH A 1' SUMP, UNLESS = C'i w CID — INV AT MH-3: 2554.96 OTHERWISE SPECIFIED. 'i Z ~ — INV AT EX. PIPE CONNECTION: 2555.07 EXPANDED METAL LID 4) Z 1 ATTACH SECURELY TOP OF GRATE ELEV FOR ELEVATIONS SEE PROFILE AND PLAN O STUB GIRR MAIN ONTO GIRR I AND CHANNEL DITCH TO CONCRETE RIM SEE PLAN THIS SHEET 6 g TO FLOWLINE WITH 5/8" BOLT AND �J » _ LARGE WASHER. I 6" MIN. PRECAST MANHOLES REQUIRE ■� a — CONSTRUCT 5 LF OF 12" PVC @ 5.00% KOR—N—SEAL FLEXIBLE CONNECTIONS OR — INV AT MH-1: 2554.77 APPROVED (BY DESIGN ENGINEER, IN = Z W FINISHED GROUND ELEV. Z � — INV AT EX. PIPE CONNECTION: 2555.02 SEE PLAN WRITING) EQUIVALENT. W LLl VARIES SEE PLAN W w Z_ W ■� U 1'-0" SUMP CQ W a00 � o c — ww BOX INV. = LOWEST PIPE INV. — V-0" ��S�pNAL Five/ TYP. IRRIGATION MANHOLE moo`` ��G\STERFa��, CROSS SECTION Q 08/05/2020 NOT TO SCALE 9�F OF CRP�C) S. L — — — — — — — — — — — — — -j \ CHECKED BY: \ �' / / \ 3 ss \ a \ \\\\ �o� \ �` �\ DAVID A. BAILEY P.E. � — r — \ ,� DRAWN BY: / - - - - - - - - - - - - -I � \ \ \\\\\\ KSC \\\ 12" SDR-35 ®0.25% 12" C-900 00.25% GIRR MH-3— J - - - - - - - - - - - - - - - - 12 SDR-35 ®0.25% o GIRR MH-2 HO' SS S SS \\ �\\ - �\ \\ \ EDR— PI PI PI --- - --- ---- \ O T 801 8Q� PI PI PI O PI and PI PI PI PI O PI PI PI PI -- -gj --p------g- - I_- PI PI�PI PI PI PI 21 P PI PI PI PI -� 1 _fl01 Y V r _ � �■ J■ +_— IIMI 8— OIYH 1 BO 8o11 y� IRr-- - � �a�� "^S■�1 ... 1 \\ IR I IR IR a EDR TOBDPo TO DR "ITDB- SOS- TOB TOB \\ — —ED I EDR EDR / / EDR EDR EDR EDR N B \\\\\ \\\\ \\\ `\ / W Q oB B-- \ \ \ \\ \\ \ EBfi� EDR I EDR EDR TOB T EDR 0�— TOB g ro S TOB te\ \ EDR EDR— kR \ EDR EDP EDR \ \\\\\\ ` \\ \ \ \`\ W O \ I EDR DR EDR j LO � GIRR MH-1 LL. z 30 0 15 30 60 SCALE IN FEET z Z a 0 W - 256 w a W w 2565 � N — � = _j > 0 � N co 0) " O O ~ " " N I� 256 W " � 0 rn � � Nin N CO.� � °° `� LO 2562 Z — I '* INN L� � � � .. I N00 N In O 10 + � N � N + � Z = + LO = Z 0 00NZp Z � N � � N W ate >> � a � > > a = ct7c~i� � zz z N � zZ z z 255 ~ U 2559 a W < �-- Plans Are Accepted For Public — —_ Street Construction _ - - -- - - - — — — _ A / By stamping and signing the improvement plans, the Registered —— — — ——— — — — Engineer ensures the District that the plans conform to all District 255 2556 policies and standards. Variances or waivers must be specifical— STA: ♦14.42 / ly and previously approved by the District in writing. Acceptance W INV ELEV.• 554.96 STA. 5+2 .28 1 of the improvement plans by the District does not relieve the INV Ell 2554.77--Nll PURDHAM / Registered Engineer of these responsibilities. 1 DRAIN / BY DATE: ADA COUNTY HIGHWAY DISTRICT 255 s3 2 2553 a ss LF 12 i C�VI B IDIAN APPROVED FOR Q / IDANO > / CONSTRUCTION a a I 255 / 2550 These plans and/or specifications have been reviewed for / compliance with Meridian City Standards and Specifications. r 1 LAST 10 L TO BE PAINTED W/ UV This review does not relieve the owner, engineer, or contractor �J,J v RESISTANT PAINT. APPLY PER of the responsibility to design and/or construct those facilities MANUFACTURER SPECIFICATIONS. in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, DATE: specifications, orders or approvals, all of which the City retains 08-05-2020 2547 2547 the right to enforce. Inconsistencies not noted by City staff shall PROJECT: not be construed as approved unless specifically addressed C2013-026 BARAYA 5 GRAVITY IRRIGATION PROFILE in writing by the City. Any proposed revision to these plans must 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' 2 25t4-i- I 1 11 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 +8D544 Name Date1 6o3 C� Q oM 1 � Q 0, � E N W ■— Z F co Z •- a N W ZW cc W U) W w w U � W a00 C/) o IL u; V � w �S�pNAL FNG �G\s TE,Q�o'�'� F 08/05/2020 17882 9�E O F'� ��P/N S. CRP�C� CHECKED BY: IAN APPROVED FOR D A. BAILEY P.E. ioweo DRAWN BY: CONSTRUCTION KS� 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 \ I I I I I I of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local III III I I l L— J / 3 5 16 11 I I 11 I laws, rules, regulations, ordinances, development agreements, _ O specifications, orders or approvals, all of which the City retains r � p pp Y L — — — — — — — — — — — — — — — �_ _ _ _ _ _ _ the right to enforce. Inconsistencies not noted by City staff shall - - - - not be construed as a roved unless s ecificall addressed � pp p Yin writing by the City. Any proposed revision to these plans must 1121 __�__ _ �12i be submitted for review and compliance with the Meridian City F Standards and Specifications before said revision is constructed. n I 0 W W W W W W i � Name Date o \ ---- FUTURE BARAYA 6 LOT LINES & UTILITIES ( W W W W- W W- W W I I \ SHOWN FOR REFERENCE ONLY GIRR MH-6 / / L - - - - - - �I �BLOCKI L1B N o 18 _ _ - L - - - L - - - - - - � W. BAN GEL LANDING ST. La z i 7 -- IIII � CD ti I PI PI PI Pi—PI PI PI —P� Pf— ■ ■ II I _ — - _ _ o W BOl 801 1 -- 1$�• P Pi Pi Pi Pi PI}i Pi Pi Pi Pi Pi C) w � ' 801 -801= .ram an I NII 801 Pi 801P Pi 80�6_ 801 8 Ol 801 801 � _ I\ M M. �•i -� �� . � �T•D III i — — — — — — — _ — — — — — — — -� rrtli III �M� M � z Ij LO I EDR EDR TOB TOB I I EDR EDR — ED ----- GIRRR MH-5 EDR — _— EB aB Tae o TaB— c~n EDR EDR EDR EDR �� EDR �� TOB < 0 W o I o I 1 2" C-900 ®0.25/O EDR - - EDR EDR EDR GIRR MH-4 EDR E� EDR 12 CMP ®3.64% � \ EDR EDR EDR » " EDR O I / EX 12 CMP @3.64% 12 SDR-35 ®0.25% 12 SDR-35 @0.25% 30 0 15 30 60 III _ SCALE IN FEET 0� z 0 Q I �� II I I lil 1"=30' J Z O W a - 256 W 2565 _j > W >04 N Li W W N 1- 0 — � C14 O (n N CV cp 0 N O O It N =� " N O Ld 256 N It to to � � ' (0 U) 14i (0L Lo + Lr) (A +r Z _ 2562 0 L) L (N INo Z — � LN �N NZ00Z D » 0 ZZ _ NFZZ Q < ZZ 5 255 UQ W Q W 17 ------ - ------ -- - ---- ----- ----- ---- -- ----- - - -- 255 — —— - -- - - --- 2556 _ Q W 68 LF 12 J 396 LF 12" ® 286L0 ® 0.2 % J 255 2553 � Q EX 1 " \ Q CMP 0 3.l / Q I 255 2550 Q � m 4 L 12" (D �J CMP ® 3.64% 0 Plans Are Accepted For Public Street Construction DATE: 2547 2547 By stamping and signing the improvement plans, the Registered 08-05-2020 Engineer ensures the District that the plans conform to all District PROJECT: policies and standards. Variances or waivers must be specifical— C2013-026 BARAYA GRAVITY IRRIGATION PROFILE o and previously approved by the District in writing. Acceptance 67.4 ET of the improvement plans by the District does not relieve the HOR: 1 " 30' Registered Engineer of these responsibilities. VER: 1 " 3' BY DATE: 254 544 ADA COUNTY HIGHWAY DISTRICT 16 05 90 15 60 15 30 15 00 14 70 14 40 14 10 13 80 13 50 13 20 12 90 12 60 12 30 12 00 11 70 11 40 11 10 10 80 10 50 10 20 9+90 9+60 9+30 9+00 8+