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HomeMy WebLinkAboutGander Creek South 4 Submittal Set 20240829 Q SEWER GENERAL LEGEND p U DEVELOPMENT PLANS FOR = 1. Construction of the sewer system shall conform to the standards in the III M Wastewater Rules (IDAPA 58.1.16) as well as the standards and specifications ss EXISTING SEWER LINE GANDER CREEK SOUTH SUBDIVISION N O . `/�� � � o referred to in General Construction Note No. 1. >1 w EXISTING WATER LINE _ C'3 w 2. The horizontal separation of potable water mains and non-potable water mains Z_ ~ NEW STORM DRAIN LOCATED IN THE NE 1/4 OF i 3 (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) w w • NEW WATER LINE Z 3 feet. Where it is necessary for a potable water main and non-potable water SECTION 32, T.4N., R.1W., B.M., 42) g main to cross with less than eighteen (18) inches of vertical separation, the = NEW SEWER LINE CITY OF MERIDIAN, ADA COUNTY, IDAHO =_ crossing shall be constructed in accordance with Section 542.07 of the Idaho P' P' Pi NEW PRESSURE IRRIGATION LINE 2024 a o W/SERVICE N GENERAL Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 Z � = x x x x x > EXISTING FENCE of the Wastewater Rules (IDAPA 58.01.16). W EP EP EXISTING EDGE OF PAVEMENT U) 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works Construction 3. The horizontal separation of non-potable services and potable water services or �+ W w t IP t NEW EDGE OF PAVEMENT (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), Meridian Design Standards, the potable water mains shall be a minimum of six (6) feet. Where it is necessary w SAW CUT LINE Z requirements of the Ada County Highway District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The for a potable water main and non-potable water main to cross with less than -------------------------------- '� C� n BOUNDARY LINE Z � co more stringent of any of these standards shall be the controlling standards or specifications. eighteen (18) inches of vertical separation, the crossing shall be constructed in --�-�---�-�-- OAKS ESTATES LLJ Q co 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on site or readily accessible at accordance with Section 542.07 of the Idaho Rules for Public Drinking Water ----------- ROADWAY CENTER LINE SUBDIVISION ; o Systems j all times during construction (available on the website). Failure to have access to a current copy of the Standard Specifications on site S Ys (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules ROADWAY RIGHT-OF-WAY W. MCMILLAN RD. could be grounds for a stop work order until the situation is resolved. 58.01.16). ---------------- EASEMENT BOUNDARY V w 3. The Contractor shall have plans stamped "Approved for Construction"by the City of Meridian on site at 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve LOT LINE all times. wherever the service line crosses a storm water treatment facility (i.e., seepage _,_4�0` EXISTING CONTOUR 4. All Contractors, Subcontractors, and UtilityContractors shall attend a re-construction conference prior to start of work. GANDER CREEK GANDER CREEK P P beds, drainage swales). g00-� FINAL GRADE CONTOUR � CREEK NORTH NO. 1 NORTH NO. 2 �S�ONAL FiyG 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is NORTH NO. 3 �`�, �GENSF ��F` ELEVATION @ STATION o required. No work may begin on any project without Twenty Four (24) hour prior notice. WATER 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor may not open or close water STATION POINT (TOP BACK OF ROLLED OAKS WEST 08/29/2024 1. Construction of the water system shall conform to the standards in the "Idaho ELEVATION CURB UNLESS OTHERWISE NOTED) t�t z SUBDIVLSKIN 202180 valves. TBRC = BACK EDGE RIBBON CURB FNE MILE cn 7. All material furnished on, or for the project must meet the minimum requirements of the approving agencies. At the request of the Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards TVC = TOP BACK VERTICAL CURB and specifications referred to in General Construction Note No. 1. q OP approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the P TRC = TOP BACK ROLLED CURB GANDER CREEK O F OF P specification requirements set forth in General Construction Note No. 1. 2. The horizontal separation of potable water mains and non-potable water mains TRLC = TOP REVERSE LIP CURB SOUTH NO, 1 �q/y B pvNG 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. PC = POINT OF CURVATURE GANDER CREEK C placing of concrete; D placing of asphalt paving. Where it is necessary for a potable water main and non-potable water main to PT = POINT OF TANGENCY SOUTH N0. 2 aggregate base; ( ) p g ( ) p g p p g. FL = GUTTER FLOW LINE CHECKED BY: 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their cross with less than eighteen (18) inches of vertical separation, the crossing shall GB = GRADE BREAK EJEJ DAVID A. BAILEY P.E. decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable be constructed in accordance with Section 542.07 of the Idaho Rules for Public GC = GRADE CHANGE DRAWN BY: manner in accordance with the DEQ/QLPE approved construction plans. Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater El = END INVERT SEWER SERVICE GANDER CREEK AEGEAN JCP 10. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. Rules (IDAPA 58.01.16). SANITARY SEWER MANHOLE SOUTH NO. 3 ESTATES 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit from the Building Division of 3. The horizontal separation of non-potable services and potable water services or the Meridian Public Works Department. Any deviation in street light locations from the approved plans must be approved in writing from potable water mains shall be a minimum of six (6) feet. Where it is necessary for OO EXISTING SANITARY SEWER MANHOLE ` the City Engineer. a potable water main and non-potable water main to cross with less than PROJECT 12. All lot, block street, right-of-way and easement dimensions shall be taken from the final plat of: GANDER CREEK SOUTH eighteen (18) inches of vertical separation, the crossing shall be constructed in 4" SEWER SERVICE LINE CHI RIDGE V� SUBDIVISION NO. 4. accordance with Section 542.07 of the Idaho Rules for Public Drinking Water TYPICAL DOUBLE WATER SITE SUBDIVISION 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage improvements are in place Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA SERVICE and functioning. 58.01.16). 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the me HIGH SCHOOL 14. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any � PROPOSED FIRE AVIATOR SPRINGS z jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic within and around the HYDRANT SUBDIVISION 0 service line crosses a storm water treatment facility (i.e. seepage beds, drainage APPLE VALLEY SUB. a construction area. swales). c 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall determine the exact 0- EXISTING FIRE HYDRANT location of all existing utilities before commencing work. The Contractor assumes all responsibility for any and all damages caused by his 5. The Contractor shall be responsible for providing continuous water service t all tiY° VICINITY MAP NAVD-88 DATUM failure to exactly locate and preserve any and all underground utilities. Digline # 1-800-342-1585. existing water users affected by construction. If water service must be interr rupted, the contractor shall coordinate with the Public Works Inspector. O LOT NUMBER �� 10o 16. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD at 1 = 600 N a 0 least forty-eight (48) hours prior to any construction. ® CATCH BASIN - ISPWC 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water mains. This PRESSURIZED IRRIGATION PER PLANS PLAN SHEET INDEX I Z requirement does not apply to catch basins or sand and grease vaults. 1. The pressurized irrigation system must be built to the standards of the 18. The Contractor(s) shall remove all obstructions, both above and below ground, as required for the construction of the proposed irrigation district in which it is being constructed. DIRECTION OF DRAINAGE FLOW improvements. This shall include clearing and grubbing which consists of clearing the ground surface of all trees, stumps, brush, 2. Install a reduced pressure backflow preventer in any connection between SHEET DESCRIPTION undergrowth, hedges, heavy growth of grass or weeds, fences, structures, debris, rubbish, and such material which, in the opinion of the the potable waters system and the pressure irrigation system. The STREET LIGHT 1 .0 - COVER SHEET INDEX VICINITY MAP & NOTES 9 9 Y 9 9 P� P Ys P 9 Ys > > Engineer, is unsuitable for the foundation of pavements. All material not suitable for future use on site shall be disposed of off site. device must be approved by the Idaho Department of Environmental EXISTING DECIDUOUS TREE (CALIPER) 2.1 - FINAL PLAT 19. Survey control points which are critical to the construction of the project are located within the limits of work. The Contractor shall Quality (DEQ) and the City of Meridian Water Department. 3.1 - EXISTING DEMO PLAN Z take precaution to protect the points in place. 3. Install all crossings of the Public Rights-of-Way, private roadways and o\ EXISTING POWER LINE & POLE 3.2 - MASTER UTILITY PLAN WO 20. All costs of retesting for previously failed tests shall be back charged to the Contractor by the Owner. All costs to the Contractor travelways with pressure irrigation at a maximum depth of two-and Z W incurred in correcting deficient work shall be to the Contractors account. Failure to correct such work will be cause for a stop work one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator 3.3 - SITE GRADING PLAN Z order and possible termination. wire. The Public Works Department and ACHD shall inspect all crossings SHEET 4.1 - ALAMEDA CREEK 4.1 - STREET PLAN & PROFILE 21. The Contractor is to field verify all existing curb & gutter, storm drain, channel crossings, and sewer elevations or inverts prior to prior to backfilling. WZ construction. When discrepancies occur between plans and specifications, the Contractor shall immediately notify the Engineer. Untimely 4. The horizontal separation of potable water mains and non-potable SHEET 5.1 - SEWER LINE A 4.2 - STREET & DRAINAGE DETAILS O notification shall negate any Contractors claim for additional compensation. water mains (sanitary sewer, storm drain, and irrigation) shall be a U 5.1 - WATER & SEWER PLAN & PROFILE _ 22. Each Contractor shall be responsible for acquiring any necessary NPDES Permits, filing any NOI's, and preparing a Polution Prevention minimum of ten (10) feet. Where it is necessary for a potable water=BUTTE 26 SU 6.1 - PRESSURE IRRIGATION PLAN AND DETAILS Plan (PPP) in accordance with the Environmental Protection Agency. Contact the EPA at 208-378-5746 for the required information. �j,2 - STREET LIGHTING PLAN main and non-potable water main to cross with less than eighteen (18) 2� 23. The pipe Contractor shall replace all pavement and concrete removed for the installation of water, sewer, or irrigation pipe. All inches of vertical separation, the crossing shall be constructed in > pavement shall be replaced within seven calendar days from the time the pavement and/or concrete is removed. Concrete and pavement accordance with Section 542.07 of the Idaho Rules for Public Drinking P-q __ 1 __ DEVELOPER shall be replaced per ISPWC Standards. Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater O I 28 TRILOGY DEVELOPMENT, INC. Q 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and all storm drain and sewer elevations ------ SHAWN BROWNLEERules (IDAPA 58.01.16). EX SSMH Mor inverts prior to construction and notify the engineer when elevations or inverts do not match plans. A-1 2 SHAWN@TRILOGYIDAHO.COM L.JJ 5. The horizontal separation of non-potable services and potable water EXISTING GANDER I 0 services or potable water mains shall be a minimum of six (6) feet. CREEK SOUTH 9839 W CABLE CAR ST, SUITE 101 ROADWAY SUBDIVISION NO. 3 I BOISE, ID 83709 ' Where it is necessary for a potable water main and non-potable water I I O 30 n V J 1. All contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD or main to cross with less than eighteen (18) inches of vertical separation, O I (208) 895-8858 ^ ITD at least forty-eight (48) hours prior to any construction. the crossing shall be constructed in accordance with Section 542.07 of 31 �' ENGINEER 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. Contact ACHD the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and O r I I BAILEY ENGINEERING, INC. CITY OF MERIDIAN = Inspection Services at 387-6284. o 32 1 1 19 E. STATE STREET SUITE 210 �- Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). D r > n F 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot improvements outside the public n I D EAGLE, ID 83616 SUPPLEMENTAL 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches 0 right-of-way. SPECIFICATIONS wide, metallic red in color, with the words DANGER -UNSAFE WATER or _< m 33 (208) 938-0013 4. All construction in the public right-of-way shall conform to the current edition of the ISPWC and the ACHD Supplemental G I D KCRAIG@BAILEYENGINEERS.COM O NON-POTABLE WATER clearly marked along its length. Place the tape O I Specifications. No exception to District Policy, Standards, and the ISPWC will be allowed unless specifically and previously approved in between six (6) inches below the surface and eighteen (18) inches I O I I I 34 KMILLER@BAILEYENGINEERS.COM writing by the District. ■ SURVEYOR e i of the pp . - m I � ■ EN i 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. The roadway contractor shall above the top I m install and adjust all spacers, grade rings, manhole rings and lids. 7. Label all irrigation risers and faucets with durable tags carrying the I 35 IDAHO SURVEY GROUP, LLC. [i] ■■ ■ 6. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and gutter, valley gutter or warning DANGER-UNSAFE WATER or NON-POTABLE WATER. 10 10 I 9939 W EMERALD ST improvements. sidewalk im 8. Label all valve boxes and vaults with durable tags carrying the warning 0 36 BOISE, ID 83704 � ■ ■ W P DANGER-UNSAFE WATER or NON-POTABLE WATER, and locate them a 11 I I 208 846-8570 ■09 ■ MEN ■ 7. Existing A.C. pavement shall be cut to a neat straight line (2 minimum cutback) parallel or perpendicular to the street centerline � I 11 � � r � ( � ■ � W and the exposed edge shall be tacked with emulsion prior to paving. Actual field conditions during trenching may require additional minimum of ten (10) feet outside of the Public Right-of-Way, private 0 I 3� o CODYM�IDAHOSURVEY.COM P g P P g g g Y q roadwaysand travelwa . n I ■■ i J7 ■ pavement repair beyond the limits shown on the plans. Refer to conditions listed in the ACHD Policy Manual. 2 8. All water meters are to be located outside of the public right-of-way. All fire hydrants are to be located within the road 9. Install a reduced pressure backflow preventer in any connection between 12 I 3a ti ■T ■ "1 U the potable water system and the pressure irrigation system. The \s BENCH MARKS 61 TBM ■ � ■ ■ right-of-way. There must be at least a one (1) foot separation between the back of sidewalk (or curb if no sidewalk) and the device must be approved by the Idaho Department of Environmental leading edge of any fire hydrant. TBM #1 - 2522.20 - RIM EX SSMH. LOCATED IN Quality (DEQ) and the City of Meridian Water Department. 39 I INTERSECTION OF BLACK BUTTE & ALAMEDA CREEK IN ■ 9. Over excavation and additional granular backfill may be required in high groundwater areas which are to be determined by the field \ LSSMH inspector. 10.The Engineer or Record shall inspect all pressurized irrigation unless a �\ �A-2 EX. GANDER CREEK SUBDIVISION NO. 3. W executed agreement for inspection and maintenance is in effect I ■ e 10.All materials placed as fill or backfill shall be placed and compacted in accordance with Section 306 of the current edition properly g P 11 TBM # TBM #2 - 2521.66 - RIM EX SSMH-2. LOCATED IN 0 of ACHD Supplemental Specifications. with the applicable Irrigation District. Forty-eight (48) hours advance 12 46 4o BULB-OUT ON ALAMEDA AND REDWOOD CREEK IN EX. ■ ■ 11.Roadway construction will meet specific details and requirements of the following Idaho Standards for Public Works Construction Standard Drawings notice is required. O 45 I GANDER CREEK SUBDIVISION NO. 3 Z ( ) 11.Pressure irrigation mains must be along rear lot lines. Where pressure 44 O 41 Current Edition): g g P O 43 1. Street Section, ACHD SD-801 and sections as shown on Street Details Sheet irrigation mains traverse a side lot line in order to cross a street, the 2. Asphalt repair for street cuts: SD-301, ACHD SD-303, ACHD SD-806. domestic water service and pressure irrigation mains must be on V 3. 4.0' Concrete Valley Gutter, ACHD SD-708 opposite sides of a lot. �' I Plans Are Accepted For Public THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS 4. Rolled Curb and Gutter, ACHD SD-702 12.Pressure test the irrigation system to one hundred-fifty (150) pounds �'-�, Street Construction ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH 5. Pedestrian Ram for Handicapped, SD-712H, SD-712G �_ 42 I THE ACHD POLICY MANUAL AND STANDARDS IN EFFECT DATE: P PP per square inch (psi) with allowable loss in accordance with Section 3.1 �� � B stamping and signing the improvement ions, the Registered AT THE TIME OF PREPARATION.THE ENGINEER 08-21-2024 6. Detectable Warning Truncated Domes Cast into concrete (adhesive mats not allowed) and colored Traffic Yellow, SD-712 y p g g g p p g PROJECT: (c) of the Standard Specifications. �, Engineer ensures the District that the puns conform to all District ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY 7. Sidewalks, ACHD Supplemental Drawing SD-709 13.City of Meridian Municipal Water is the backup water source for this policies and Standards. Variances or waivers must be specifical- FOR ERROR OR DEFICIENCIES IN THE DESIGN. ALL C2018-007 8. 2.0' Ribbon Curb, ACHD SD-703 development - A reduced pressure backflow prevention assembly is ly and previously approved by the District in writing. Acceptance VARIANCES FROM ACHD POLICY SHALL BE APPROVED SHEET of the improvement plans by the District does not relieve the 9. Standard Drop Inlet Type IV w/ 12" Sump, ACHD Supplemental SD-604A located in Lot 9, Block 4 of Gander Creek North Subdivision No. 1. Registered Engineer of these responstrict s. IN WRITING. THE FOLLOWING VARIANCES, LISTED BY 12. For subdivision sign installation; outside installers must be bonded with ACHD STREET & SEWER INDEX DATE AND SHORT DESCRIPTION, WERE APPROVED FOR and obtain a no-charge right-of-way permit. 1"=100' BY DATE: THE PROJECT: ADA COUNTY HIGHWAY DISTRICT 13. Prior to placement of any pavement markings contact ACHD Inspection for verification of compliance with policy and existing pavement markings. - NONE. ♦+. m v Q p U Q 6 In Q M O � / ` � F v O � N � v W @ ■_ Z Q 3 Z 3 A+ Z = a w LEGEND W. McMILLAN RD.- 28 29 PLAT SHOWING W °u -- --- SUBDIVISION BOUNDARY LINE 33 32 GAND�'R CR�'�'K S UTII a� W w - - - SECTION LINE CP&F _ Z LOT LINE GANDER CREEK SOUTH 2020-020779 T T� T T T T T 0 /` /` O // cc Z Uj Q STREET CENTERLINE SUBDIVISION NO. 3 _ U 1 V 1 1 1 V 1 V `7- Uj < 00 o ADJACENT SUBDIVISION BOUNDARY/ rn LOCATED IN THE NE 1/4 of SECTION 32, T.4N., RAW., BOISE _j w w PARCEL/RIGHT-OF-WAY N88'59'13"W 104.84' � MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO � W - - - - - - - - EASEMENT LINE (SEE NOTE 1) ^rL0 -- -- --I � 2024 U - - - - - - - - 01 LOT NUMBER J N88'59'13"W 197.00' NOTES: I 2 I o-- __ _ __ __ S89'27'23"E 1. A TEN (10) FOOT WIDE PRESSURE IRRIGATION EASEMENT IN FAVOR OF THE GANDER CREEK HOMEOWNER'S I04 L - - -106.00'- - - J 23.50'�23.50' 1- - - -110.00'- - - 40.00' ASSOCIATION AND A PERMANENT PUBLIC UTILITIES AND PROPERTY DRAINAGE EASEMENT IS HEREBY DESIGNATED FOUND ALUMINUM CAP -N88'S9'13"W- - 0 337.60' ALONG ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY AND ALONG ALL REAR LOT LINES. A FIVE (5) MONUMENT I- C I I o I FOOT WIDE PROPERTY DRAINAGE AND PRESSURE IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG EACH k o I 29 I I REAL POINT I SIDE OF INTERIOR LOT LINES UNLESS OTHERWISE SHOWN. FOUND ALUMINUM CAP 00 I S I I I MONUMENT 1 PO L - J 00 - - S88'59'13"E - - J I OF BEGINNING I 2. ALL OF LOT 12, BLOCK 12 IS SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE - -106.00'- - - 110.00'- - - LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE FOUND 5/8" IRON PIN I EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA QO WITH PLASTIC CAP PLS 11779 - -N88'59'13"W- - 00 1 -00 1 COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). UNLESS NOTED OTHERWISE i� I I o C) 30 C3 THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO O SET 5/8" x 24" IRON PIN ,� ® I - - I I I SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE WITH PLASTIC CAP, PLS 11779 L _ _ _ ro S88'59 13"E - - I STORM WATER DRAINAGE SYSTEM. 106.00'- - - r- - - -110.00'- - - � I I CHECKED BY: p FOUND 1/2" IRON PIN WITH to - -N88'59'13"W- - -I • 0 0 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY APPROVED SUBDIVISION HEDAVID KA. BAILEY P.E. PLASTIC CAP, PLS 11779 10 1 O 10o I o 31 1 Oo I STANDARDS OF THE CITY OF MERIDIAN. DRAWN BY: M � I `r 4. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES: "NO JCM • SET 1/2" x 24" IRON PIN L - - -106.00'- - - J � I - - S88'59'13"E - - J I I AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, WITH PLASTIC CAP, PLS 11779 1 F - -N88'59'13"W- - I F- - - -110.00'- - - - I PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL la b I ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY CALCULATED POINT, NOTHING o I I o o I I o0 OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS 0 FOUND OR SET 1 © I � WI I 32 I I SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN L _ - 11 L - - S - - J 1 AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." in 00 Y -106.00' - - J co Q 88 59 13 E SURVEY/DIMENSION LINE �- U 110.00'- - - I I 5. IRRIGATION WATER HAS BEEN PROVIDED BY NAMPA & MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO 3 L O -N88'59'13"W- - N Y io 1- - - - ACHD STORM DRAIN 0 J W i° 0' 0 I o I I CODE SECTION 31-3805(1)(B). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, o � 0 I o I AND WILL BE OBLIGATED FOR ASSESSMENTS FROM NAMPA & MERIDIAN IRRIGATION DISTRICT. EASEMENT SEE NOTE 2 100 I m S I 00 .w �I � I 33 I o N pM I U PO 6. LOTS 41 & 42, BLOCK 2, AND LOT 12, BLOCK 13 ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED I L - - -106.00'- - - J M o w L - - S88'59'13"E - - J Y BY THE GANDER CREEK HOMEOWNER'S ASSOCIATION. ALL COMMON LOTS ARE SUBJECT TO A BLANKET PUBLIC _ 3 -N88'59'13"W- - Q - - -110.00'- - - I UTILITY EASEMENT AND IRRIGATION EASEMENT. o GANDER CREEK SOUTH N o o t o z WI-`� 0 0 o J I I a SUBDIVISION NO. 3 L ® I M _� Z o 34 oo ,q m 7. ACHD LICENSE AGREEMENT - SEE INST. NO. _-______-_______ - - -106.00'- - - J JI N - - - - J I 8. THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE o S88'59'13 E N88'59'13"W- - QI O j HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. IoL - � o r- - - -110.00'- - - � � 41 0 1� I I � ZI C LLJ 1 35 1 0 I ' N J , I O- - - I - - Iqt o 1os.00- - - � I W> � S88'S9'13'E - - 0 � Z -N88'S9'13"W- - F - -110.00- - - Z O riIor IDAHO TRANSPORTATION oI 10 I o I 0o I I o O I DEPARTMENT � W f� aj L o0 36 o I i� Q to - -,06.00'- - - ip I1 -- � I IL - - o37 J I �OI S88'59'13"E - (0N88'59'13W- - LL M o I - - - -110.00'- -o r ,--I Ow �oI Io 00 o NpoLL1 O I I o N00L - - 06.00 O • - - S88'59'13"E - - J I Q O Z W N88'S9'13"1N I m 16.01' 23.50' 23.50' - -110.00'- - - I O I Z N O Ln f I Z " C � I I z 0 12 38 U h/ 7.83 I O REOw00O C �� o S�So�58,. • - S8*5 64''E- - J I i Line Table �> , RE�K OR, L4 M 65 37' E � �>O Vh Line # Direction Length J� 6 7 o ' •/ v1I I I L1 N75'07'58"W 29.00' U) N75 �'° » I 39 > O S -C4 SS O I M I L2 S14'52'02"W 47.00' 0,00,O 00, ` 1 I I 0 / r 44 68, <6 �` __ � 1 00 I L3 S31'32'00"E 17.93' m � 1 GANDER CREEK SOUTH �// / /r \5.58 G�1 O/ \�695429,\ \ � � I L4 S75'07'58"E 2.14' N ,/ 'W� L5 N01'00'47"E 24.99' 0 SUBDIVISION N0. 3 n0 /o / / / ,C6 G� 3 /0 'o/ ,3 / / C7 2��, I i L6 S57'36'24"E 7.83' a 46 0 0 2.25 -1 r o N / d 45 "c o / CV F / z O o N 43 °o• ��'� (b I Curve Table ��� ��GENSFo I I Curve # Radius Length Chord Bearing Delta o= o o V O 50.°0' J e�0�K / / I � 11779 \ N 50.00 J L2 I I _ C1 90.00' 14.48' 14.46' S05'37'17"W 9*13'00" DRAFT � (n _ _ \ 66.��. L - - g5.61' I C2 110.00' 21.22' 21.19' S06'32'23"W 11'03'12" �0O9TF S-7g'50'21��W I C3 50.00' 90.63' 78.72' N52'56'24"E 103*51'15" yR MCCPM� Y S,5°j58'E I C4 26,50' 48.03' 41,72' N52'56'24"E 103*51'15" 36g•8 I CODY M. MCCAMMON, PLS 11779 Ld _ 20 °6,3 IDAHO SURVEY GROUP REFERENCE DOCUMENTS s�s•o�5s E 3 \� 42 I C5 50.00' 45.31' 43.78' N26'58'36"E 51'55'38" 9955 BOI E,EIDERALD 83704ST THESE DOCUMENTS WERE USED IN THE SURVEY TO SUBDIVIDE THE PROPERTY I I I C6 55.00' 45.37' 44.09' S63'42'43"E 47'15'45" 0 U SHOWN HEREON. \�� I SHEET 1 OF 3 \ col C7 55.00' 24.89' 24.68' N79'41'33"E 25'55'44" N S89.2723E •SURVEYOR'S NARRATIVE CHUKAR RIDGE 343.04' C8 55.00' 15.05' 15.00' N58'53'26"E 15'40'30" j SUBDIVISION 00 C9 55.00' 29.72' 29.36' N35'34'21"E 30'57'40 W " THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY SHOWN HEREON. N alley Engineering, Inc. 0 0 � C10 55.00' 51.96' 50.05' N06'58'25"W 54'07'52" CP&F 1 4 C11 55.00 166.99' 109.85' N52'56'24"E 173'57'31" Z 2021-116530 / CIVIL ENGINEERING I PLANNING I CADD LE 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 Q 33 32 EAGLE, ID 83616 www.baileyengineers.com 1� P DATE: 08-21-2024 PROJECT: C2018-007 -SHEET TOTAL # LOTS: 29 THE PLAT HAS BEEN ADDED TO THE DRAWINGS COMMON # LOTS: 3 FOR REFERENCE PURPOSES ONLY. FOR EXACT BUILDABLE # LOTS: 26 INFORMATION REFER TO THE RECORDED PLAT OF GANDER CREEK SOUTH SUBDIVISION NO. 4. 2 61 ' M ♦♦ Q _ v O OU SURVEY LEGEND KEYNOTES Qc� (D 01 PROTECT EXISTING WATER MAIN & SERVICES. V o 0) 0 FOUND 1/2" IRON PIN 02 PROTECT EXISTING SEWER MAIN, MANHOLES, w - SERVICES. �� Z O FOUND 5/8" IRON PIN Z 3 03 PROTECT EXISTING PRESSURE IRRIGATION MAIN Z Q FOUND BRASS CAP MONUMENT & SERVICES. � g ® BENCH MARK ® PROTECT EXISTING CURB, GUTTER, SIDEWALK, a_ ROAD SECTION. 0 CALCULATED POINT = Z 05 PROTECT EXISTING FENCING, COORDINATE WITH W ® EXISTING DROP INLET DEVELOPER W w EXISTING TELEPHONE JUNCTION BOX Z_ LOU, EXISITNG POWER POLE NOTE: .cc Z5 U) ABANDONED BUILDINGS, TEST PITS OR Z � co EXISTING POWER TRANSFORMER WATERWAYS LOCATED WITHIN CURRENT OR LLI < o FUTURE RIGHT-OF-WAY SHALL BE ❑w EXISTING WATER WELL RE-EXCAVATED TO NATIVE SOIL AND J BACKFILLED WITH STRUCTURAL FILL PER W EXISTING TELEPHONE MANHOLE ISPWC SPECIFICATIONS. TH EXISTING TEST HOLE COORDINATE ALL DEMOLITION ACTIVITIES WITH IN A m{E STREET LIGHT DEVELOPER. SS\GENLSF�G��ji SIGN Q� 08/29/2024 EXISTING MAIL BOX 20218 Iv EXISTING PRESSURE IRRIGATION VALVE N� v��gF �NGP� O EXISTING IRRIGATION STRUCTURE AS NOTED 0F SECTION LINE EDGE OF GRAVEL/DIRT ROAD DA DCA.EBAILEY P.E. BOTTOM OF DITCH/POND DRSWN BY: EDGE OF WATER TOP OF BANK Wry x \ JLLJ LLJ 0 LLJ 3:/ wp� LLJ z LLJ 0 o x \ x Nn PI P I wPI PI PI El — / / , , 0 / BL 0CKvv 2 v BLOCK 2 / l i l �llililiil �llll��liil�/l � o / v v l 1 1 1 llllllll �lllll 111 l� ; x l,lj/lllllllllllll llll/l � Z x \ / // /////// / // w o f� in LLI O O x LLJ L.L O M/� O /l /l l/ l /il ll,�llll�llllli /,ll�lll /l l Wi\ N ° R/W R/W R/ R 4 / R W R/W /W R/W R/W / / �/� 04 LLJXw w / / /// / //// /%/////Q/ / //// / /1 AMRDA CRiEEK AVEI� i N . ALAMED // / /% " '//// ' / /S SLd S — S 4 — — _ - _ _� _ _ A 'C R E E K_ AVE.A VE _ — _ — 0 / //, / ,/// ///////v/////////////// / / Q p \ 4 R/W R/W R/W R/W R/ R/W /W R/W R/W IIT I*— /l / , l/,l,lj/llllllr lull/llllllll /l l `� 2 l l llllll 1 1 1 l � ° � i � � �— //llllli l ll l Q ~ z / �� �� ° ° � � � �p ll l � l ll�l lllillllll lulllllllllll /l l � � l l r llllllll lrlllll ll l��l/i l � � ii ° i ' a C � � ll l �111 ll�l //llllll llllllllllllil 11 l O P, v � � _ l l /l l l l ll /�lilllll �iilil illlillil l l W (n OO O O O O O O 1 , l,l llll /llllllr llllllllll�lh 11 l � - — — � l l \l ,l l I'll llllllllll rllllllllllllll l l a \ _ � l ,� ll llllllll 111111 l l Y \ 3 , l l l l„llllllr llllllll�llll / l /� L.L. x � l � ll l 1 , l/�l,lj/lllllllllllll lull l V I Li y _ BLOCK 13 / Cj /, / llllll ll l l l U _ //I C 3 4 l v l/ll, ,, , /llllllr lllllllllllll l o Q� _ _ O 10 4 \ — 4 l l ll ll lull llllllllll111 l Z l 111 l ll l lull/ llllll�l/Wo ,l Ld � x �V I ,�/I a PI z, PI PI PI PI PI PI PI l l ll c 'l / llllll rlllllll / — , o _ I PI O / ///// /// // I lllllllllllllll x 1 I l — 521- — l l 1, /, llll /llllllll l�ll l IW' I I I ' — 2 \ \ l l l :..c:_ ,l lllllll llllllll llll 1 , l BL O CK 12 l l , `l l' l ,l ll lllllll llllll ll ll ill l DATE: 082 -2024 1 a �l ll llllll ll l ll / o �� �— ` ` — I , o° // / / // ////////� /////ll//// 0// 15 60 C20O1 E T: O O O l l f l l,l lllllll I lllllll l� SHEET SCALE IN FEET / ° l l l 0 �jl j llllll/ I l/l llllllll o / � ! 0 0 \ \ El / \ l ` pl\ 11 l l 11 ll,.1/llilllllllll All�lll llllll NCN 3ol ' m Q p U Q O i N D °' coa){{{ o1 N _ N SS EXISTING SEWER LINE �_ C� ui W EXISTING WATER LINE Z ~ SD NEW STORM DRAIN Z 3 W NEW WATER LINE _ NEW SEWER LINE a o PI NEW PRESSURE IRRIGATION LINE = CSui N W/SERVICE W Z tz NEW GRAVITY IRRIGATION LINE �C U) W FZ LLJ BOUNDARY LINE Z_ w ROADWAY CENTER LINE c CS n R/W ROADWAY RIGHT-OF-WAY V j Q co LOT LI N E u ww — O J SANITARY SEWER MANHOLE V w OO EXISTING SANITARY SEWER MANHOLE ----- 4" SEWER SERVICE LINE ` S\oENLsFc%G TYPICAL SINGLE WATER SERVICE Q 08/29/2024 ' TYPICAL DOUBLE WATER SERVICE 202180 PROPOSED FIRE HYDRANT "p 9�' OF 118. 0 OLOT NUMBER CHECKED BY: ® CATCH BASIN DAVID A. BAILEY P.E. DRAWN BY: LED STREET LIGHT DES MONITORING WELL O � o PI PI PI PI PI U PI 47 PI PI RI uj PI PI PI PI I PI pl BL 0 CC 2 i ��L _ PI PI — PI — W -I oc�l I-2 -I F �- N � � / 5: La z I II I I II II II I I / I � J a / i T —J i 66 0 ° ° R W R/W R R W R W W R/W W W W ;7W IW E W W yy - - - - - - - - - - / Q W W W I N � ARAM RDA CRiERR AVE � W W 7 S S S S — — S a - - - - �� — N • AM,EDA_ CR EK_ VE., _ , — w I a p —� s IS S S — / V j °0 ° R/W IR/W I R/W I R/W I R/ W / R W R/ — - W -A- I I e O Z, C14 / a LW II II II � w IL II II � PI PI - p - PI PI PI PI pl PI Zi L.L PI PI PI PI PI PI PI PI ` PI PI O m U � _ v BLOCK 2 DATE: `rn Ell v � 08-21-2024 / N \ PROJECT: °° 30 0 15 30 60 C2018-007 0 O O O O O SHEET 0 / SCALE IN FEET p iff=309 v° s / 3o2 M E LGE2 NSTRUCT BERM PER SHEET 4.2 TYPICAL SECTION LEGEND M c 1 PROPERTY LINE Oct 6- BUILDING SETBACKS 0.0 TBC TOP BACK OF CURB = - -- -- -- -- -- •1SPOT ELEVATIONV N-- -- -- -- -- -- -- --- LOT SWALE 0.59 MIN ■� Z ~2570.2 EG EXISTING GRADE AT LOTZ 23.0 FG 23.0 FG 23.0 FG 23.0 FIG MIN TOP OF STEM WALL 23.0 FG 23.0 FG 23.0 FG 23.0 EG] [23.0 EG] [23.0 EG 23.0 FG 23.0 FG 2572.0 MIN Z [23.0 EG] [23.0 EG] [23.0 EG [23.0 EG] [ - ] O 23.0 FG CURB AND GUTTER MAX TOP OF STEM WALL ] [23.0 EG] [23.0 FG] [23.0 EG] , 2573.1 MAX 2522 2700 - EXISTING CONTOURS ■� a a 2523 ' - - - o 2524 2700 FINISHED GRADE CONTOURS - - Z N 2525 2526 ; DIRECTION OF SHEET FLOW = � P P PI PI - - P EDGE OF PA VEMEN T W W �' PI PI of P P' 2526 P- - - - 2s - W 2 525 w I _ 2 G�s I I I 1 2524 � Z � I I I 1122.0 FG _ I 1 22.4 FG I I 22.6 FG 22.7 FG I 1 22.9 FG 1 23.1 FG 1 22.9 FG I I 2523 / 22 0 EG ■ 5 `n / [ ] LJ aM 1 1 1 1 1 22.5 FG 1 22.2 FG i i i i 1 , BL OCK 2 /l co I I I - / `s2I � o 2522.E EG I I I I I I I 1 ------ - / / - w w 1 2522.4 EG 1 I • 1 1 I I 1 1 2522.9 EG 1 I 2522.5 EG 1 2522.2 EG 1 2521.9 EG •1 22 1. I I 21.3 FG 1 1 21.7 FG / � I 2521.3 EG / 22.0 FG ra �I �1 1 / [22.0 EG] V w 1 2522.7 EG I I . 252 .9 EG I I . I I I I I ' I I 1 2521.7 EG / O00I • I I I I ' I I I I I I I I I I I I / / 21.sFG it N 1 N 1 1 � I I � I I I I I I � I I � � ►� � 1 1 M / , r r, r,//rlrlr 1 1 1 I 1 I 1 2524.2 MIN 2523.6 MIN I I I 2523.0 MIN / 2521.9 EG it rrrriiiiil 40 0 20 40 80 2524.2 MIN 1 1 12524.0 MIN / r ,Ill l/r/l,rr,. I 2523.7 MIN I I 2523.8 MIN 1 1 2525.7 MAX I I 2525.1 MAX 1523.3 MIN I I 2523.0 MIN I 2521.3 EG 1 1 2524.5 MAX / / i NAL 1 I 524.8 MAX 2524.5 MAX / „ / S (; 2525.2 MAX 2524.5 MIN I 1 2525.7 MAX 1 1 2525.5 MAX I I I / // i/r l/ rr% S��E N F/y 1 I I 1 2525.5 MAX 1 1 r7 � I I I I O SCALE IN FEET G s � 2525.3 MAX � 2522.8 MIN 1 � / / lr rrlrlllll rrr/,rr,lr,r, O � Fp /F I I I 1 1 1 1 I I I I I,' I I I I I 2524.3 MAX I 1 / / 22.o�F� `r ll i Q LO / 2523.1 MIN cv 1 1 N I I ,- I I 21.7 FG / 1 =40 08/29/2024 2524.6 MAX I I / , ,, /rllllru�rlll/rl,rl,rlr 20218 I I I I �rrllllll/ i NOTES: N O i 22.4 FG ` I I 1 21.9 FG / / i ii iir l l r rQ ii ii r 1. THE BUILDING ENVELOPES ARE BASED ON CITY OF MERIDIAN SETBACKS 22\6 FG 1 22.7 FG 1 22.9 FG 1 23.1 FG - - - - / / - N ////r r r r r r v Q L - - - - J L = - - - 22.9 FG I 21.5 FG I 22.2 FG 21 FG I 1 II ` / O d /r „ APPROVED WITH THE GANDER CREEK SUBDIVISION DEVELOPMENT. O F OF J L - - - - J �- - - - J L - - J L - - - - -� L - - V \ / // tf) o - - -j L --- - 21.3 FG 1 N ti - - J L - - - - J L- - - - - "✓a'� l yr/rrrrrll�rrrrlrr,rr/rri 2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED ON A 6" REVEAL, A / N R/w R/w Ww `----�,- - N1'► �2 .0 FG /2 .0 FG l / r / l , " ww ww 6 DROP IN THE FIRST TEN FEET, AND THEN 2% TO THE LOWEST TOP BACK OF 22.2 Lo R/w w• ww 22.4• 22.5 "/" wrr e/w _ 21.7 // N N N CURB FOR THE LOT OR 1% TO THE TOP OF BACKYARD SWALE (WHICHEVER IS TBC TBC 22.7 22.9 22.7 22.3 ,l r r r l l r l l Q r l/ rr/ 1 W TBC - TBC- - 22.0 21.7 TBC "t2 / r / GREATER). MIN TOP OF STEM WALL IS BASED ON IR , SECTION R401.3. CHECKED BY: TBC 21.1 R . C TBC TBC - - - - - • � - / r r lrll/irrrrllllQrliiirrill�r/r ) DAVID A. BAILEY P.E. TBC- - TBC- TBC 21.5 2522.0 EG O OE w w 2�0 FG prrr „r Qrrl„lrrlr/lr 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. DRAWN BY: � 25 `" "' `" w W`� N W- TBC 21.8 ,� l , r, l,lrllllrll rrlr/rr,ll,r/ _ N . A M E D A _ CREEK A VE g 22 o s�, w TBC N - cam,;;;;%;;;; ; �S s - �� - - - - - -_Z< ---�� - i _ i1a O ti 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 FEET FROM THE s s - ��- - _ o �, rllrr s 211'.8 �, 2523.1 MIN N i rlrilri r l s s � s-- s s - �� - ---/_ , r//// „ STRUCTURE. s s TBC �j�' 1 2524.6 MAX �lllrlliiiii�llllrrlr,lr/rri TBC i r 22.4 TBC • 22.6 22.7• �, /,/// 1,r//r r////r/r 5. THE BUILDING CONTRACTOR SHALL REVIEW & FOLLOW ALL RECOMMENDATIONS IN TBC TBC �2'9• 22.6 22.3 2 2.0 21.7 a r /r l l rl r r l l rr THE GEOTECHNICAL ENGINEERING REPORT BY SITE CONSULTING LLC DATED MARCH _- Rw TBC TBC • TBC TBC TBC TBC - i i it iiiiiii l li iiiir ii iii i i 7, 2019. ww RA "/" �w ww 21.9 �-"/' WWI `�"' �" TBC 6. EACH BUILDER SHALL CONTINUE BACKYARD SWALE. � i 27.0 FG r rrrr/ Irllll /ll, l - - - - � - - - � r - - _ _ 2522 �& .2522.1 EG - - - - - - / F - - - M r- - - - - p [27.0 EG] , rrlr 1 I 23.1 FG 23.4 FG - - �- - - - p r 7. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED BY THE CITY OF 2523 2 FG � I- - - - - - - 22.1 FG 22.1 FG lrr/, lrrl r ' ' I I 23.5 FG 1 23.7 FG 1 23.5 FG r l l l l r/ MERIDIAN BUILDING OFFICIAL AT ISSUANCE OF BUILDING PERMIT BASED UPON � l , l llrrl l F 1 1 23.2 FG 2.9 FG 1 22.E FG 1 22.4 FG V� 3 2523.4 MIN �l r r r r rl l r l r REVIEW OF AN ENGINEERED INDIVIDUAL LOT GRADING PLAN. 1 1 / l�lrlrlrrlrl lull/......rri �ti• 1 1 1 1 523.4 EG 2522.E EG 1 1 \ f � 2524.9 MAX � l , r�l r r l lr„„ l r,„l 1, r,r 1523.2 EG 1 I .12523.5 EG 1 I 2523.5 EG 2523.2E / 1,.r,r r z 2523.1 EG I I I 2522.9 EG 1 I 1 2522.4 EG / / 8. QUANTITIES ARE APPROXIMATE RAW VOLUMES WITHOUT ADJUSTMENT FOR l l l l /rri rrrrr rIr/ l o • 2522 9 EG I I 1 I 1 1 1 I 1 1 1 1 I I i O r COMPACTION: 1 1 1 1 1 I 3 l �rirlrrl,rlrrr/r I I I ll r lllrl l 2524.2 MIN I I li„/ rr/rr,ll� O i 12525.7 MAX 1 I � � 1 1 1 I 1 I I 1 1 1 1 I I I 22.1 rllllrrrrr,rl u, r I I I I 1 I I 1 1 1 / TBC / w 22.3,Fc 6,4 I I I I co 00 rn O / 22.3 FG 1 rrrr it I 1 i I I I I I I 1 1 1 1 ► i l �� � , , ll l GRADING NOTES AND VOLUMES: o w I 1 2524.3 MIN 2524.6 MIN 2524.8 MIN 1 1 2524.8 MIN 1 I 2524.6 MIN 1 I 2524.3 MINI 1 2524.0 MIN 2523.7 MIN N ry /l r 24.2 FG Irrllrllrrr/rll LLI I I 1 2524.5 MIN 1 I N t / a _ 2525.8 MAX 1 12526.1 MAXI 1 2526.3 MAX I 12526.3 MAX 1 1 2526.1 MAX 2525.8 MA 2525.5 MAX 2525.2 MAX �L l 24.2 EG ///lrrlr N_ o I 2526.0 MAX 1 I 1 1 I N [ ], lilllirrllr,l/ \ 22.9 FG 1 1 1 I I I I I I I I I I I I N N / 2522.0 EG / „ „ / STRIP VOLUME 4 = +2 061 cy CUT > N 23.1 F� 1 23.2 FG 1 1 1 I N 2523.4 MIN i o _ I I �n �O N / /illrrr rr it i 'I I I 1 1 I / %%! ROAD EXCAVATION TO SUBGRADE � z ull /ll, to O �N 1 I 23.4 FG I I 1 1 1 1 N N 2524.9 MAX 1 „r I 1 1 1 1 1 1 N� // / r/,/ CUT TO SUBGRADE _ +956 cy 1 N In r / FILL TO SUBGRADE = t0 000 C 1 ill r 23.5 FG 23.7 FG 1 ( / / O j r I 1 23.5 FG 23.2 FG 1 I I J NET y = +956 c CUT 1 1 I I 1 I 1 1 1 1 2.9 FG 22.E FG 1 22.4 FG // S / / Y 3 21.8 2 / l l llrll/ rll,rl BL O CK1 11,3 I 1 1 1 I I r TBC �� / -J L_ - - - � �- - - - - �' l /rll�iriil /rrrr/rrrll/rr 22.7 h - - - - - � - - - - - / 22.0 FG NET EXCAVATE UTILITIES = +1 786 c CUT �.F22.9 PI PI 23.0 -r1 PI 21.7 / �lrll Irllllrl/ll/l, y TBC -' __ - __�__23.2 -- 23.3 -PI- al- PI PI � � ll l_/ �l ,r//lull/ lull rl/ll r/ • TBC TBC __ _-23.5 __ -_23.3 _- 23.0 I- - 22.2 TBC a O TBC TBC -- - -- 22.7 __ __ 22.4 P' / 22.0 FG / 24.1 FG llrl/r rllr lm ALLEY TBC TBC TBC TBC 'TBC - --'TBC - 2�70�_�2 1.7 / /// o CUT/FILL TO FINAL GRADE ON LOTS FROM - _ / TBC � � �l r [24.1 EG] ,,,r//// lull rrrr l - - - - - - - - - - - - - - - - - - - l I/ irlllull/ l,llllrilrl,il STRIPPED SURFACE -- - - ----- -- ai - _ / 2522.0 EG �i/ //////iii /rl/,riirlr,ir CUT TO FG = +302 Cy z l 2523.1 MIN 7r lar rri iriillrlr/ ii Ali " � - ' PI � / / 2524.E MAX Cfl / / lllr r l PI PI PI -PI PI- I ,r 1 1 1/l l l l r l l l l l PI PI I / , // , � - � y P� � PI � l i p rill r l + C PI P� PI ll l l r 1,l l l r l y NET = +6,709 cy FILL Z P� P� PI l �rr/rllrll ll ll lr r/ � 0 22.0/FG /l ! iiirrill�rl l //'iii llllil �rlrrl�l,rr,i r = GANDER CREEK /l/ r NET IMPORT +1,906 cy FILL S 0 SOUTH SUB N O, 3 ALLEY TBC ELEVATIONS WERE USED TO DETERMINE O FG ELEVATIONS FOR LOTS 2 THRU 11 - / 22.0 FG 23.7 FG lull BLOCK �' l r [23.7 EG]riiiii/ lrlll,rri ll,r/ ALL CALCULATIONS ARE RAW VOLUMES BASED ON ROAD AND FINAL SURFACE / r / MODELS DEPICTED ON THIS GRADING PLAN. THESE NUMBERS MAY VARY DUE TO J 'l rrllllll ACTUAL SOIL COMPACTION AND SOIL SHRINKAGE. 0 N \�\ O� r l l r l r r ,,,,,/i lir NOTE: EARTHWORK CALCULATIONS DO NOT INCLUDE CUT/FILL REQUIRED FOR 0 ROADWAY WIDENING(S) ALONG SITE FRONTAGE. MM REAR LOT LINE (ALLEY) NOTE: CONTRACTOR SHALL DELIVER DEPICTED GRADING PLAN TO DEVELOPER. W REAR LOT LINE SITE GRADING SLOPE VARIES 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. > FILL SLOPE 2. A CONSTRUCTION PROJECT SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE PERIODICALLY UPDATED B I 0 _ 1% MIN. IF CONDITIONS OR SCHEDULES CHANGE. CONSTRUCTION SHALL BE SCHEDULED TO MINIMIZE SOIL DISTURBANCE. ALL DISTURBED SURFACES Z SHALL BE STABILIZED IN A TEMPORARY OR PERMANENT MANNER AS APPROPRIATE DURING CONSTRUCTION TO PREVENT SOIL EROSION. z D THIS IS NOT A STRUCTURAL � � TOP OF FILL DETAIL AND IS SHOWN FOR MIN OR MAX 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED GRADING PURPOSES ONLY. TOP OF WALL Z �f Z I 5% MIN. BY SITE CONSULTING, LLC DATED MARCH 7, 2019. O I � � z I I z 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND WASTED OR STOCKPILED FOR USE IN FINE w 2:1 MAX NATURAL SLOPE V I f GRADING. Q o 6" MIN MID POINT - - 8" RECOMMENDED OF LOT � 5. PRIOR TO COMMENCING STRUCTURAL FILL, THE EXISTING SITE DEBRIS MUST BE REMOVED, THE NATIVE SOILS STRIPPED OF ALL ORGANIC 0 FILL SOILS - ON SITE FG 1 MATERIAL, STOCKPILES OF SUITABLE MATERIAL SHALL BE SEGREGATED FROM UNSUITABLE MATERIALS. ALL WASTE AND HIGHLY ORGANIC OR MATERIAL AS APPROVED Y 1 OTHERWISE CONTAMINATED SOILS SHALL BE REMOVED FROM THE SITE AND NOT STOCKPILED FOR ANY PERIOD OF TIME. WHERE PRACTICAL, BY GEOTECHNICAL ENGINEER STOCKPILES OF MATERIALS TO BE USED AS STRUCTURAL FILL SHALL BE PLACED ON NATIVE, STRIPPED SOILS TO PREVENT CONTAMINATION. 0 W BOTTOM OF FOOTING MIN I W OR MAX ELEVATION CAN 24 � � - 6. EXACT REMOVAL DEPTHS OF ORGANIC MATERIALS SHALL BE DETERMINED DURING GRADING OPERATIONS BY A QUALIFIED GEOTECHNICAL � � � BE CALCULATED BY TOP l I I REPRESENTATIVE Al THE PROJECT ENGINEER, AND SHALL BE BASED ON SUBGRADE SOIL TYPE, COMPOSITION, AND FIRMNESS OR SOIL Q <5 A/ OF WALL SUBTRACT 30" 1� b\ STABILITY. LL Q 1 REMOVE UNSUITABLE I 7. ALL MATERIAL USED FOR STRUCTURAL FILL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL AS DESCRIBED IN THE GEOLOGY 0 D MATERIAL U AND GEOTECHNICAL REPORT. STRUCTURAL FILL MUST BE USED WHERE FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE m BENCH HEIGHTS SHALL I I I RECOMMENDED BY REFERENCED GEOTECHNICAL REPORT. NOT EXCEED 5 FEET N 8" 8. STRUCTURAL FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOLOGY AND GEOTECHNICAL REPORT AND MIJ L.L SIDEWALK SIDEWALK COMPACTION SHALL BE SUPERVISED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE Al THE PROJECT ENGINEER. MATERIAL SHALL BE �H/5 OR 2' MIN W _ PLACED IN 8" LIFTS UNLESS OTHERWISE APPROVED BY THE GEOTECHNICAL ENGINEER. KEY STRUCTURAL FILL PLACEMENT e TYPICAL FOOTING - CURB & J107.3UIF FIILLST BE PHEIIGIHTDEXCEEDS PER C5 BASED ON 2012 IBC FIGURES J107.3 & J108.1 ELEVATION DETAIL CURB & STREET GUTTER STREET 9. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR VERTICAL FEET. NOT O SCALE GUTTER BUILDING LOTS OR D 698 FOR ROAD AREAS. ONE IN-PLACE DENSITY TEST PER LIFT SHALL BE CONDUCTED FOR EVERY 5000 SQUARE FEET NOT TO SCALE Z BLOCK 13 OF LIFT AREA FOR BUILDING STRUCTURES (ONE PER LOT) OR FOR EVERY 100 LINEAR FEET OF LIFT AREA IN PARKING AND DRIVEWAY AREAS. DRAINAGE DETAIL ALL DRAINAGE IS TO BE ROUTED 10. SHALLOW EXCAVATIONS THAT DO NOT EXCEED 4 FEET MAY BE CONSTRUCTED WITH SIDE SLOPES APPROACHING VERTICAL. BELOW THIS NOT TO SCALE TO FRONT OF LOT (PUBLIC DEPTH, SLOPES SHALL NOT EXCEED 1-1/2 FOOT VERTICAL TO 1 FOOT HORIZONTAL. Plans Are Accepted For Public ROADWAY) 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET HORIZONTAL. Street Construction DATE: 12. PRIOR TO PLACEMENT OF STRUCTURAL FILL, THE GROUND SHALL BE PREPARED IN ACCORDANCE WITH APPENDIX J, 'GRADING' OF THE By stamping and signing the improvement plans, the Registered 08-21-2024 INTERNATIONAL BUILDING CODE. FIGURE J107.3 AND AS DIRECTED BY THE PROJECT ENGINEER Al THE GEOTECHNICAL ENGINEER. Engineer ensures the District that the plans conform to all District PROJECT: B LDC I/ 2 LOT policies and standards. Variances or waivers must be specifical- C2018-007 f� 13. ALL FINAL GRADING SHALL EMPLOY SLOPE ROUNDING AT TOPS OF SLOPES AND AT CHANGES IN HORIZONTAL SLOPE ALIGNMENT TO ly and previously approved by the District in writing. Acceptance SHEET DRAINAGE DETAIL FACILITATE REVEGETATION AND PROVIDE AN ASTHETICALLY ACCEPTABLE APPEARANCE. of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. NOT TO SCALE 14. DURING ALL GRADING OPERATIONS AND UNTIL THE ESTABLISHMENT OF PERMANENT REVEGETATION, THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED STORMWATER PREVENTION PLAN. BY DATE: ADA COUNTY HIGHWAY DISTRICT 3o3 C� Q oM 1 � KEYNOTES = Q A Oc � (D OMATCH EXIST. CURB, GUTTER, & SIDEWALK V N FIELD VERIFY PRIOR TO CONSTRUCTION Uj J N co O SAWCUT EXIST. ASPHALT AS REQUIRED TO PROVIDE am Z SMOOTH TRANSITION TO EXISTING. Z 03 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. Z ® CB #1 - INV ELEV: 2519.37 W/ 1' SUMP PER MODIFIED = a SHALLOW INLET-ATTACHED WALK [SEE DETAIL SHEET 4.2] a CONST. 8.5 LF 12" C-900 0 0.22% TO SDMH #1 (QP,00=1.99 cfs, QP2s=1.69 cfs) W Z W O DRAINAGE POND #1 AND SDMH #1 SEE DETAIL SHEET 4.2 LLI U) W w w U � W an INDEX MAP Cn o W Lid 1 "=250' NAL FNG \ ENS`cO O 1 \d Q� 08/29/2024 an N@ 20218 O O O O O N O � � P 1 I 3+51.65 3+50.50 O O� F OF 2521.47 TRC 7+53.66 .3+4458 5+83.32 HP 2521.46 TRC �y B. Dv� 2522.22 TRC 7+13.66 2522.90 TRC 3+93.66 _ 2522.38 TRC 2521.24 TRC 3+56.00 GC 2521.51 TRC 5+93.66 2522.66 4+16.00 GC 4.bo 4 TRC o o CHECKED BY: I 2522.65 TRC 3+84.00 0 3+24.24 DAVID A. BAILEY P.E. 6+73.66 6+33.66 2522.86 TRC 2521.52 TRC 2521.12 TRC N 3+11.47 2522.54 TRC 2522.70 TRC 5+13.66 4+73.66 � d 2521.67 TRC � 2522.32 TRC 2521.99 TRC 4+33.66 2521.77 TRC � _ DRAWN BY: ' 2521.66 TRC CS ° WW yw, � � •1" R"/W W■ \ - _W W W W W KA V E . W ___W_W W W W W W W- W- - -- _ 3+03.76 - _45 - _ , _ _ N . _A M E_ D A_ CREEK AVE Wes �W 'W% 2521.83 TRC w .25% 5 - OS S 1 r-2 S 5 � r N - I - � - - - -I - _ O o co I + 20.88 w\w � 1 u7 2 - I - F�� - ---�_ , QF f -- - - - - - - `L52 4 �� '' 2+94.31 f �.��� 1��%C-900 00. % 2521.91 TRC _ Z Ww R/W R/Nr 7+40.65 ' R/W ` 3 a 2522.27 TRC D ul i 1 1 6+64.65 v 2522.57 TRC 6+31.65 5+88.65 5+50.65 5+12.65J I 2522.71 TRC 2522.88 TRC 2522.63 TRC 4+74.65 4+36.65 3+98.65 r 2522.32 TRC 2522.00 TRC 2521.69 TRC 5+83.32 HP 2521.22 TRC 1 7+02.65 2522.90 TRC 4+16.00 GC 3+\56.00 30 0 15 30 60 W Q 1 2522.42 TRC 2521.52 TRC 3+84.00 (/1 0 2520.92 TRC 2521.44 1.44 TRC I4)� / 3 a SCALE IN FEET La z +65.37 H 0P 0' 1 -30 O 2522.12 TRC 3 � 2+76.79 12" DR-35 00.637. N / �`y °oo, 2522.04 TRC a / * 2+69.59 i 1 SDR-35 01. 0% // 2522.09 TRC j i 2522127 TRC a • Z // 3 /'�/ O ZLL BLOCK 3p a W PI PI PI PI PI * *� � -_ _/� 1 1 c3 �l /I PI PI PI i� PI 2 I �" PI PI pl PI pl P P ` _I VVV 2+21 --- -�-- - PI __ 2 .00 a A E Y - - -----_ - - - - _ - 7 2521.81 TRC a _ 3 PI PI PI PI PI 4 •I PI pl PI PI PI PI PI PI PI PI f/'1 PI PI PI PI PI - t1J 0 L ' / 4 L O CK 120� j 0 W z 3: > Q W .j D 252 2529 0 IL � 00 0 M( Y CC 17Nz �N co 00 w M Z 252 w LO � .�z z �CNIIC4 z o�� 2526 W = QW� U') •� = NN a +Nw LJ GRADE AT /�/ Q F NAL N W= ..Nw N U = N = 0 W U N � Li ROAD � ..J� ..� Q NW 252 _ W cD -0.4 2523 0 0.50% _ - 0% -- ---- ---- --- - ---- - - - -- ---- - -- ---- -- - -- =0_75�- ---- -- -- _ _ -0� - ---- - - - -- ---- ------ 0.83� 0.50% EXISTING GRADE 2.009; _2.00% W Q Q 0 252 AT ROAD 2520 STA: 3+8 .00ZN_N STA: 3+ 2.00 Z ELEV. 252,1.00 ELEV. 2521.00 Plans Are Accepted For Public 0 Q p L Street Construction L.L By stamping and signing the improvement plans, the Registered 2517 2517 Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- DATE' ly and previously approved by the District in writing. Acceptance 08-21-2024 REDWOOD - AME A CREEK PR FILE of the improvement plans by the District does not relieve the PROJECT' HOR: I "=30' Registered Engineer of these responsibilities. C2018-007 VER: 1 "=3' BY DATE: SHEET 1 ADA COUNTY HIGHWAY DISTRICT 25 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 +A514 Q O U NOTE: REFER ACHD SECTION 8200, STORMWATER BASINPENDIX G, 4 FOR STANDARDS. " a o LINING TO EXTEND TO TOP OF I I BANK & CENTER OF BERM (MIN) I POND 1 FOREBAY V N a) FREEBOARD I 1 1 V100: 645 FT-3 _ a I CAPACITY:360 FT^3 ■� Z C° I—I W.S. 100 YEAR LEVEL I I TOP OF BANK: 2521.29 L Z s 100—YR HW LINE: 2520.79 SOD FINISH EXCEPT -— —_ I — Z � cn I_I BSM LENS (SEE FOREBAY/PRIMARY =Pi I_ BOTTOM: 2519.14-2519.34 w_ FOR BSM LENS ——— — — — — (BSM TO BE I I CUT—THROUGH DETAIL ABOVE) Q Q PRIMARY FOREBAY MEMO! a y�L HYDROSEEDED) 6" CLAY �J EMBANKMENT AND DIVIDER I 2522 4 00 x '` I- I 4" TOPSOIL OVER POND #1 = C3 N Q ^i'_ LINER CLAY LINER ^�� BERM MATERIAL PER SOILS I Z_ o ENGINEER AND COMPACTION ��' W ENTIRE PRIMARY SEE CUT—THROUGH POND 1 PRIMARY 2521 A `L SLOPE 1% MIN TO OUTLET TO 95% REQUIRED (PER yj BOTTOM IS BSM DETAIL THIS SHEET � V100: 3.412 FT�3 f _ � � AASHTO T180). 2520 W w CAPACITY: 3,689 FT-3 TOP OF BANK: 2521.29 - 100—YR HW LINE: 2520.79 CLAY LINER AS SPECIFIED BOTTOM OF POND: 2519.04 I Z a CIO (FOREBAY ONLY) HIGHEST GW ELEV: 2517.40 L Uj TEST PIT: #18 — y J U) VARIES, EXCAVATE MIN 2' INTO 12 ;13 I ui J INFILTRATING LAYER. BACKFILL BIORETENTION SOIL MIX SPECIFICATIONS W/ CLEAN 6" PIT RUN OR BSM 60% SAND INDEX MAP V W 20% SANDY LOAM (SILT, SAND, CLAY) ��=2SO' TYPICAL POND SECTION 20% COMPOST NOTE: —NTS— NOTE: BSM MUST BE IN CONFORMANCE \ 2$2 N �pNAL EXCAVATION OF PONDS IS TO OCCUR WITH A QUALIFIED WITH ACHD SECTION 8200, APPENDIX F. \2521 � � ���S GENSF�G'j2 GEOTECHNICAL ENGINEER AND/OR PROJECT ENGINEER ON—SITE. W PROVIDE IIRASH RACK END& RIP SECTION R/w \ / / / Quo 08/29/2024 BIORETENTION SOIL MIX SPECIFICATIONS / 60% SAND NOTE: AT INLET TO POND FOREBAY "� �\ 2 O 2 H 20% SANDY LOAM (SILT, SAND, CLAY) THE INFILTRATION RATE OF THE CLAY AND INLET TO POND PRIMARY 20% COMPOST LINER MUST NOT EXCEED 0.5"/ HR. BASINS [REFER TO ACHD R/w SD-628 W/ RIPRAP OPTION] w, OF NOTE: qy B. DUNG 1. NOT USED. INFILTRATION BASIN 1 2. GROUNDWATER WAS ENCOUNTERED IN TEST EXCAVATIONS ON THIS SITE. IF GROUNDWATER IS ENCOUNTERED HIGHER THAN INDICATED ON THE PLANS, THE CONTRACTOR SHALL NOTIFY PLAN VIEW CHECKED BY: THE ENGINEER IMMEDIATELY FOR REDESIGN BETWEEN GROUNDWATER AND THE POND BOTTOM. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE DAVID A. BAILEY P.E. CONTRACTOR. NO BEDROCK WAS ENCOUNTERED IN ANY OF THE TEST PITS. REFER TO GEOTECHNICAL REPORTS PREPARED BY SITE CONSULTING, LLC DATED MARCH 7, 2019 AND THE 1 "=20' DRAWN BY: UPDATED GROUND WATER MONITORING REPORT DATED JULY 24, 2019; AUGUST 16, 2019; SEPTEMBER 12, 2019 AND OCTOBER 23, 2019. CS 3. ALL MONITOR WELLS SHALL HAVE A CONCRETE APRON POURED AROUND THE CAP. 4. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER INFILTRATION BASIN IS FULLY EXCAVATED. THE ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER (1.5"/HOUR W/ FOS PER ACHD 8010.1.5). CONTRACTOR BOUNDARY/ROW MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. LOT LINE 40' COMMON LOT 5. EXCAVATION OF PONDS IS TO OCCUR WITH A QUALIFIED GEOTECHNICAL ENGINEER AND/OR PROJECT ENGINEER ON—SITE. 35' 6' FENCE PER MERIDIAN UDC 1 1-3H-4D (SEE LANDSCAPE PLAN) o 2'-1 1­— w TOP OF BERM — ELEV PER PLAN 12" STAINLESS STEEL PIPE CAP WEDGE PRODUCT PART NUMBER 3Uj 6015.S OR APPROVED EQUIVALENT. �� w SECURELY ATTACH CAP TO PIPE. �� 6' 1' N o DO NOT GLUE. CUT OPENING AS POND PRIMARY CAPSM IN END 2" z SDR-35 OUTLET %�%�%�%�%�%//� PIPE � � � � � A��oy������������� PIPE SIZE & FLOW OPENING INV SLLOPEDOPED 1% TO = SLOPE PER PLAN FOREBAY BOTTOM PIPE INV INLET BERM AT BLOCK 2 O BSM LENS PROVIDE TRASH PROVIDE TRASH POND FOREBAY TYP I CAL SECTION RACK & RIP RACK ® INLET RAP ® OUTLET NOT TO SCALE Z FOREBAY PRIMARY CUT-THROUGH DETAIL ' . I -NTS- W Z 0 Q TO FOREBAY TO PRIMARY FROM FOREBAY TO PRIMARY 0 a. I I _ DRAINAGE RIM ELEVATION SDMH INV IN SDMH INV OUT PIPE LENGTH/SLOPE INV ® FOREBAY INV OUT PIPE LENGTH/SLOPE INV ® PRIMARY INV ® PIPE CAP PIPE LENGTH/SLOPE INV ® PIPE CAP W > 0 SUMP ELEV TO FOREBAY SDMH TO FOREBAY TO PRIMARY SDMH TO PRIMARY IN FOREBAY THROUGH BERM IN PRIMARY] - 1 2522.22 12" 2519.35 12" 2517.35 2519.35 12" 16 LF 12" SDR-35 ® 0.63% 2519.25 12" 2519.85 12" 31 LF 12" SDR-35 ® 1.60% 2519.35 12" 2519.15 12.5 LF 12" SDR-35 @ 0.88% 2519.04 "' 0 Qm d z W V) Q ROLLED th INLET CATCH BASIN TYPE IV PER ACHD ACHD SD 7 2 PER W SD-604A WITH STANDARD FRAME AND Q GRATE PER ACHD SD-610A LIP OF GUTTER SLOPE SIDEWALK 1.75% t P/L 47'-0" P/L m 0.25% PER ACHD SD-709 2' RING & COVER PER O 7'-0" 33'-0" 7'-0" STREET 1 1 42' MH RIM ELEV ISPWC SD-617 16'-6" 16'-6" 5'-0" '-0' #4 EPDXY Q ASPHALT BAR Y 14'-6" 14'-6" & GRAVEL ° BYPASS' _ SLOPE SIDEWALK 1.75% f SECTION a a ' ' . I INVERT OUT LJJ 0.25% PER ACHD SD 709 MOM TO PRIMARY W SLOPE 2.00% SLOPE 2.00% —� — - SIDEWALK I I ACK OF 6" SIDEWALK 1 ROLLED CURB 6 TYP � — `J0 4" — 3/4" MINUS 5" THICK CONCRETE FROM INVERTCATCH TO FORA IN INVERT Y Ld CRUSHED GRAVEL SIDEWALK (TYP.) BASIN Ld 2 1/2" ASPHALT 4" — 3/4" MINUS CRUSHED 12" TYPICAL C-900/C-905 TO POND I I Li PAVEMENT GRAVEL (COMPACTION REQUIRED) 12" OR 14" C-900/C-905 PIPE FOREBAY OR TO SPUTTER MANHOLE AS N can W Q [SP-3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT LABELED RUN 6" PAST CURB. (TYP.) Z STANDARD ROLLED Q 47' RIGHT—OF—WAY CURB & GUTTER (TYP.) AS PER " ACHD SD 702 SECTION B-B 48 STORM NOT TO SCALE DRAIN MANHOLE PER TYPICAL STREET SECTION 12" - 6" MINUS PIT RUN ISPWC SD-611 Plans Are Accepted For Public V) NOT TO SCALE SHALLOW INLET— ATTACHED WALK SEE ACHD (W/ FLAT LID) MH SUMP ELEV Street Construction SD-71 5A FOR REFERENCE SEE INDIVIDUAL POND DETAILS ON By stamping and signing the improvement plans, the Registered DATE: SHEET 4.9 FOR MANHOLE ELEVATIONS Engineer ensures the District that the plans conform to all District 08-21-2024 NOT TO SCALE policies and standards. Variances or waivers must be specifical— PROJECT: NOTE: ly and previously approved by the District in writing. Acceptance C2018-007 PAVEMENT SECTIONS ARE BASED UPON LABORATORY GENERATED R—VALUE OF R=12, of the improvement plans by the District does not relieve the SHEET TI=6 FOR RESIDENTIAL STREETS, TI=8 FOR COLLECTOR STREETS Registered Engineer of these responsibilities. [REFER TO GEOTECHNICAL REPORT BY SITE CONSULTING, LLC DATED MARCH 7, 20191 BY DATE: ADA COUNTY HIGHWAY DISTRICT 4 s 2:3 C� Q oM 1 � KEYNOTES = Q 2 � .2 0 11-1/4' BEND (MJ) N � T 02 45' BEND (MJ) ■_ m L Z 03 CONST. 12 LF. 6" WATER MAIN Z / 8"x8"x6" TEE (MJxMJxFLG) Z 6" VALVE (MJxFLG) = g CONSTRUCT 46 LF 1 / / 1 - 11-1/4' BEND (MJxFLG) ■� a I I I I I I I I 1 8" WATER MAIN / / FIRE HYDRANT [MERIDIAN W8/W9] .� CONST. 12 LF. 6" WATER MAIN = Z w O0o I I rn I I O I I I I N I I r7 I I I I I I I ao I 1 rn CONSTRUCT 2 LF 8"x8"x6" TEE (MJxMJxFLG) Lij I O I I O I I O I I O I I O I I O I I O I I O O I I O I I O 8" WATER MAIN W 6" VALVE (MJxFLG) co FIRE HYDRANT [MERIDIAN W8/W9] W w w � I I CONSTRUCT 121 LF I I I I I I I I � CONTRACTOR TO FIELD VERIFY ELEVATION AND ■� R5 1 8" WATER MAIN I I I I I I I I CONSTRUCT 280 LF I I I I I 1 / O // O PROPER WORKING CONDITION ccZ w co I I 8" WATER I MAIN I I I I I 1 / © REMOVE EXISTING BLOW-OFF ASSEMBLY W ¢ 00 I I I I 1 4" 51114 / / /// AND CONNECT TO EXISTING 8" WATER J � 1 I 1 I 1 I 1 I I I I I I I I I I I I I EI' 2515.s2 / / / INDEX MAP MAIN. CONTRACTOR TO FIELD-VERIFY uj Ld 1 1 4" El 1 1 2+ 4.53 1 1 2+54.53 1 1 2+93.28 1 1 3+33.53 1 1 3+72.53 1 1 4+11. 3 I I 4+56.53 I I 4+95.53 I I 5+35.24 1 1 , _�- - - �/ / // / 1„=250' LOCATION & ELEVATION OF EXISTING I 1 ±2514.5 1 1 EIr 39'L 4" 1 1 4" 39'L 4" 39'L 4" 39'L 4" 39'L 4" 39 L 4" 39'L 4" 39'L 4" 39'L I / 4" El / // WATER MAIN. V w L - - - - J L - El 2516.53 1 1 El 2516.69 1 1 El 2516.73 1 1 I J L - - J L - EI 2516.42 1 I El 25 6.09 I I El 2515.721 I El 2515.33 I I EI 2515.04 � ` t2514.9 / / O REMOVE EXISTING BLOCK-OUT AND � s✓a 7 R I I - CONNECT TO EXISTING SEWER MANHOLE. R^" RII �„ ; I I I / / CONTRACTOR TO FIELD VERIFY INVERT ww I/w R/W-�R�► Ww-�Rnv \ // ELEVATION. ��S\ONAL FjvG,/ I I W-�-W W�_W W W SFO / Q� 08/29/2024 A VE, 6 _ T _ 7 _ N . w AM EDA CREEK VE W W ' W WSW WSW M 202 8 I I w s �s 5 �Ts s l oo� - - � - - -I - o - T- - - I _ _ i _ I _ 3 11� �� W 2 �d N +-I --'-s s I s s s T-�_s !s T-s s s s-h----�-s s O ` ' � 18 I I MI I I I +� s k-~$ +{ -- - - --� 4" El v q F \�P ` � � ±2514.9 O� O F GP A- - -ww - II I ' WM R/w I R R/w Ww Ww RIh - - - - - - - 4" EI --I F-- - + - � r - � - � I- - - � - -i- I i SSMH A-2 r - - - - - - - - - _ - - DAVID A. BAILEY P.E. _ CHECKED BY: 4 EI 2+24.53 2+60.28 2+99.28 �3+39.53 � - - - F- - - -1 F- - - °S - ±2514.2 1 1 f2514.3 1 1 1 1 1 1 1 1 1 1 3+78.53 1 1 4+17. 3 1 1 4+50.53 1 1 4+89.53 1 \ _ / DRAWN BY: 1 1 4' 28'R 4" 28'R 4" 28'R 4" 28'R 4" 28'R 4" 28' 4" 28'R 4" 28'R \\ / 4" EI I I O 1 1 O 1 1 El 2516.21 1 1 El 2516.361 1 El 2516.51 1 1 El 2516.49 1 1 El 2516.17 1 1 El" 251 .84 1 1 EI 2515.57 I I El 2515.20 I I �\ ±2514.7 1 1 1 1 1 1 I I I / U I 1 1 1 1 EX SSMH A-1 1 1 1 1 1 1 I I I 1 I �) 1 1 1 1 I I I 1 8" PVC 01.32% 1 1 I I I CONSTRUCT 123 LF / O 0 I I I I I I I I I I I L _ 8" WATER MAIN L � \ � i IS i 1 O 1 I O I I O I I O I I O I I O I I O I I I I I I� 1 1 1 I I I I I I I I I I I I I I 1 II N 4" El f 0 \ \ W \ \ V) 30 0 15 30 60 4" El I La o - 3 ±2513.7 IY z SCALE IN FEET O 1"=30' W 3 l J � \ LL. Z \ O W 253 2532 WATER METER LEGEND (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 O & W6)LOC � 252 2529 L NEATWITH FIION RE HYDRANT,R MERIDIAN SD-W9 IF METER SHARES LOT -� EX SSMH A-1 3/4" DOUBLE METER SERVICE PER MERIDIAN W1. I STA: +00.00 [3/4" METER SETTER, 3/4" METER, 1" PE LINE] 0 RIM: 521.74 I 3/4" SINGLE METER SERVICE PER MERIDIAN W1. 0 I 2"x4"MARKER&FINDER [INVINV OUT:2508.72 8"N ° [3/4" METER SETTER, 3/4" METER, 1" PE LINE] J WIRE PER SD-512IN:2508.8 �"s m SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD 252V RAISE MANHOLE RIM TO MATCH SSMH A-2 2526 SW-3. J w FINAL GRADE PER ISPWC S A:5+64.99 NOTE: UTILITY EASEMENT 2030.3.2 & ISPWC SD-2030A. NEW RIM: 2522.38 RIM:2521.56 THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. INV IN:2513.91 4SE FINAL � GR DE INV OUT:2 13.58 8"N 252 2 523 NOTE: ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, W- PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. ---- --- - -- ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY 1 O EXISTIN 3 GRADE 3.5' 4 OF MERIDIAN ISPWC SUPPLEMENTAL. \L �/) 252 2520 THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON v I I MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS SHALL BE 4-FT. w ' . I WATER-TIGHT J 8» WATE MAIN AL WER MANHOLES ARE TO BE 48" INNER DIAMETER, W PLUG OR CAP a 2517 2517 CONSTRUCTED PER ISPWC SD-501. 0 �OF SEWER MAIN I I THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED z FROMMANH INSIDE FACE OF MANHOLE TO INSIDE FACE OF ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC U 0 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. 45° BEND 251 2514 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 J (SDR-21) PIPE. SEE WATER NOTE 3. W W 0 BENCH MARKS JR TBM 45' BEND 2.00% MIN DESIGN SLOPE PV ®1.32% z (1.00% MIN) 251 I I 1 LF 251 1 SEE SHEET 1.0 FOR BENCHMARK INFORMATION / Q I I (36 W r INV ELEV AS I I V SHOWN ON THE PLANS I I Ll DATE: STANDARD SEWER SERVICE CONNECTION FOR 250 2508 8-21- 024 NEW DEVELOPMENT PROJECTS [SD-511 Al SE ER LINE A PROFILE C2018-007 NOT TO SCALE HOR: 1 "=30' SHEET VER: 1 "=3'250 +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+GO 2505 KEYNOTES p o LEGEND = p 0 Q CONNECT TO EX. 6" P—IRR VALVE 1 OctSUBDIVISION BOUNDARY LINE Q 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND o CENTERLINE Q CONNECT TO EX. 4" P—IRR VALVE © 3" x 4" x 6" CINDER BLOCK (OR EQUAL) _00 — T Q3 4" x 3/4" SADDLE MINIMUM _ w RIGHT-OF-WAY LINE Z ~ 30 SERVICE VALVES TO BE LOCATED OUTSIDE OF ® 4" MAIN LINE MINIMUM ��� ���������� ������� � �``'�`� ' `'��`'���� Z LOT LINE Q5 8" x 3/4" BRASS NIPPLE " '�� ���<���<'<� '�� '� � �<�w �� �'`� v��<���' v� Z DRIVEWAYS AND ASPHALT. � � �,�,� PI CONST. PRESSURE IRRIGATION LINE © 6 x 3/4 200 PSI POLY 18 ABOVE GROUND Q 3/4" BRASS CURB STOP MENEM= a WITH IRRIGATION RISER ® ROCK CHIPS 3 — ® GATE VALVE W/RISER Q9 3" FEMALE ADD. 4 = Z ui ® LOCATOR WIRE uj tz �1 3" PVC PLUG 6 ILLI w ® MARKER STEEL " T" POST 5 8 Z w MEMO! ccZ w co N.M.I.D "MODIFIED" TYPE A RISER SHORT SIDE SERVICE DETAIL W co � o � - NOT TO SCALE j wui _ M (D V � w 1Q 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND Q 3" x 4" x 6" CINDER BLOCK (OR EQUAL) Q3 4" x 3/4" SADDLE MINIMUM ��S�ONAL F�yGi ® 4" MAIN LINE MINIMUM le�p� N SF6 Q5 3/4" POLY PIPE 200 PSI Q 08/29/2024 -P © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND 00 20218 Q 3/4" BASS COMP. COUPLINGS 1 N 0 ® 3/4" BRASS CURB STOPv Q9 ROCK CHIPS ® 3" FEMALE ADD. �1 LOCATOR WIRE 1 ® 3" PVC PLUG 8 CHECKED BY: ® MARKER STEEL "T" POST 4 DAVID A. BAILEY P.E. DRAWN BY: 6 JCP I 5 9 ICONSTRUCT 487 LF CONSTRUCT 97 LF N.M.I.D "MODIFIED" TYPE A RISER LONG SIDE SERVICE DETAIL PI pi PI pi I 6" P—IRR PIPE 6" 22.50° ELBOW Q lO 6" P—IRR PIPE NOT TO SCALE - " � rr IrIN " rr R R -PRESSURIZED IRRIGATION SYSTEM TO BE PRIVATELY OWNED I I I I I I AND MAINTAIN ED BY THE GANDER CREEK HOMEOWNERS 2 1 1 I ASSOCIATION. -CITY OF MERIDIAN MUNICIPAL WATER IS THE BACKUP WATER Z SOURCE FOR THIS DEVELOPMENT. A REDUCED BACKFLOW LD PREVENTION ASSEMBLY IS LOCATED IN LOT 20, BLOCK 5 6 45° ELBOW [GANDER CREEK SOUTH SUBDIVISION NO. 2] w ui I I / N N \��� w ui O O O I I OI O I 101 10 1 1 0 1 O O I I O No > I I I I 11 11 I I / w o Z z —7 1 — — / / I • R/w R/w R/w R/w R/rr R/WI �r /w Wrr R/w k/rr R/w R/W Riw ww w w w w I w—I� w w I� w w r—w w w w- rt - - -w �—w w w REEK AVE;. _ _ _ _ I _ _ _� _ I,' N _. _AMIEDA _ CREEK VE w w � w w0w wl2w I C IS �s I s � S�s I s s s s� s — ; — I — � � I —� � � sI �s s CONSTRUCT 104 LF I — al L —Au --- L 6" P—IRR PIPE II (n -- - - R/r R/w I R/Vl p4V '� r - - - - _ _ 6" 22.50° ELBOW / � I I I I I I I I I I I II I 1 1 I I I ► I I I I I I I I ; ; i i i i i II I I II II , , , W I I I I I I I I I I I I I I I I I I I 1 I I ► I I I I I I I I I I I I I I I� OJ // / m3 \ CONSTRUCT 166 LF \ \ \ I I I I I I I I I I I I I I I I I CONSTRUCT 9 LF 1 / / 6" P—IRR PIPE \ 1 a 0 a l I 4" 11 1.2I5° ELBOW O i I I I I I I I I I I I I I 4" P—IRR PIPE 1 1 /� � � � / 1 nii a _ 1 1 � / V)1 I �I BLOCK 113 O 2 3� 3 3J � — _1 - - - -J L - - - _ _ / \ CONSTRUCT 13 LF — —_ -- -- -- ----- — " -- -- " — -- " -- "CONSTRUCT 358 LF -- I \ \ \ \ \ \ \ \ J/ r W 4„ P—IRR PIPE ALLEY 4" P—IRR PIPE 4"x4"x4" TEE _ w 1 U h ' PI I -I _I PI PI 4 PI PI PI PI PI PI PI PI PI PI PI pl pl PI PI V) w MMJa 0 BLOC 12Ld N \ III / p\p'� % DATE: 30 0 15 30 60 08-21-2024 PROJECT: c2018-007 SCALE IN FEET SHEET 1"=30' • M MERIDIAN CITY APPROVED STREET LIGHTING TABLE = o a � � L � 11 GA.TAPERED STEEL POLE TYPE X Y D E W NO. S ZEPLIN.FT NO. SIZE SLIN.FT CD MANUFACTURER MODEL LUMEN RANGE COLOR VOLTAGE NOMINAL HEIGHT MAST LENGH END O.D.OF 2-3/8" T WITH 3°RIS TYPE 1-30' 24" 60" 10Y2" 11" 11Y2" 4 #4 21' 6 #4 36' w .� COPPER/STREETWORKS USSL �g PROVIDE RAIN TYPE 1-35' 30" 84" 10Yz" 11" 11Yz" 6 #4 41' 6 #6 39' L Z TIGHT CAP- Z � MIN.O.D.ODATTOP4" TYPE 24" 60" 8" 9" 8" 4 #4 21' 6 #4 27' Z LEOTEK AR 13 , , NA AT 25' R HISTORICAL 24" 60" 12" 13"6" 51,6" N/A 4 #4 21' 6 #4 27' 4000-6000 BONZE 120-277V 25 OR 30 L = � ANCHOR BOLT SIZES AND LOCATION 8 AT 30 PER MANUFACTURERS O LU M EC TU LM SEE ATTACHMENT 3/4"�I SPECIFICATIONS N DETAILS f mill, If GALV. Z W kHE LEVELING � 5n NUTO.D.AT MAST T'MAX GAP, W ARM BASE 1/2"THICK DONOTGROUT y . W.3-11/16" GUSSETS •,,::::<.:::. W1/4" 1/4 SEE SCHEDULE " FOR HOOPS AND TYPE 2 AND HISTORICALW VERTICALBARS POLE BASE DETAIL V QO FRIGID PLASTIC -Cc Z LL.I O0) — CONDUITW W Q00= 3-5/8"NC x 1-3/4" H pa LONG HEX CAP 2-1/2"WIRE ENTRY _JU0 4Sg (CHASE EDGES) Y<loY HANDHOLE REINFORCED WITHSCREWS TAP Y2-NC �NO.3GAUGERING LLl W POLE PLATE 3"CLEARANCE ___. SO.NUT FOR 1-112"WIDE WELD TO OUTSIDE O GROUND OF POLE COVER OF 11 GAUGE / ` _ NEC APPROVED PLATE v W GROUNDING GALV.HOLD DOWN CONNECTOR NUT&WASHER u1 a + 2 MIN.TO 4 MAX. _ 4"X 6Y2" 3"CLEARANCE THREADS 1, Y<" REINFORCED I I I a S\pNAL FN 2"MAX.GAP HAND HOLE �� BASEWIDTH"X" DO NOT GROUT MIN.O.D.AT Ya" Q��' BASE 8" ATTACHMENT DETAILS LEVELN GALVANIZED ;..r AND WASHER TYPE 1 AND DAVIT POLE Q 08/29/2024 ^ti . BASE DETAIL 20218 SEE BASE DETAILS gxt.�u 1� 1 GENERAL NOTES: ,. 1. CONCRETE FOR FOUNDATIONS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE v GENERAL NOTES: STRENGTH OF3,000PSI. O F OF E" 2.ALL REBAR REINFORCEMENT SHALL HAVE 3"CLEARANCE FROM OUTSIDE OF 1. MATERIALS AND CONSTRUCTION CONCRETE FOUNDATION. h/ p DVNO 3.HOOP SHALL HAVE A 6"LAP LENGTH MINIMUM L7 SHALL CONFORM TO AASHTO ^D^ STANDARD SPECIFICATIONS FOR 4.BREAKAWAY BOLTS ARE REQUIRED WHEN ON STATE HIGHWAYS,SEE ITD STRUCTURAL SUPPORTS FOR STANDARD DRAWING I-7•C. Nominal MH L R H Actual MH HIGHWAY SIGNS,LUMINAIRES,AND BOLT DIA.+y" 5.TYPE1,TYPE2ANDDAVITPOLETOBEPROVIDEDWITHMETAL,2-PIECE BASE CHECKED BY: COVER TO MATCH POLE FINISH DAVID A. BAILEY P.E. 30' 8' 2' 28.5 30 TRAFFIC SIGNALS,5TH EDITION BASEPLATE AND BOLT 6.ALL CONDUIT ELBOWS USED IN CONCRETE BASES SHALL BE RPC -- -- - 2. ALL " —— —— —— —— —— —— —— —— 7.STEEL CONDUIT SHALL BE USED TO EXTEND ELBOWS BEYOND FOUNDATION 35' 12� 2 5� 33' 35 POLE SHAFT AND MAST ARM SHALL PATTERN DETAIL " -- —— —— —— —— 35' 15' 3' 33' 35.5 BE ROUND OR 12-SIDED STEEL 8.SPARE STUBOUTS SHALL BE TERMINATED WITH A STEEL COUPLING AND PLASTIC JCP -- 3. POLE SHAFT SHALL CONFORM TO PUSH PLUG AT BOTH ENDS 1 ASTM A572 GRADE 50 I I O REVISED JUN 16 REVISED CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. SUPPLEMENTAL SUPPLEMENTAL DETAILS FOR SPECIFICATIONS TYPE 1 MAST ARM LUMINAIRE T SPECIFICATIONS STREET LIGHT BASE INSTALLATION T2 I TO THE IDAHO STANDARDS FOR I TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION r - - - - - - - - - - I I I I I I � - - - - - - - - - - - - - - - - / LEGEND ZLOCK1 I2 SUBDIVISION BOUNDARY LINELD I I I I I I I I I I I I I I I I I I I I I I CENTERLINE LIJ / RIGHT—OF—WAY LINE I I I I I I I I LOT LINE w Q N N 1 1 I I I I rj I CV I I I I I I I I I I I 00 I I / / \\ / N o PI I CONST. PRESSURE IRRIGATION LINE w> WITH IRRIGATION RISER z / / ® GATE VALVE W/RISER #77777C STREET LIGHT NUMBER y II I I L - - - - -I L - - - - L L - - - - -j L - - - - -j � — / O NOTE: R,1 ^ �/�+ Ww Wr+ RA RM �/ / UNLESS OTHERWISE SPECIFIED, STREET LIGHTS ARE TO BE / II Q TYPE 2 PER MERIDIAN STANDARD DRAWINGS T1 & T2. SEE SHEET 6.3 FOR DETAILS AND SPECIFICATIONS , REEK AVE " _ Q Z N . _A M E_ D A_ CREEK- AVE. — I STREET LIGHTS ARE TO BE INSTALLED PER CURRENT CITY Q v OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. — I > 0 — — — — — — -I R/M R� R/„ R/N' R/YY R/W R"/V1 F— F— F_ J I I I I I I I I I I I 1 I I I I I I I I O �� \ � / /I o I ► I I I I I I I I I I I I I I I I 1 �� / / / STREET LIGHTING v I I I I I I I I I I I I I I I II II / 1. All street light construction shall be done in accordance with the ,^ current version of the ISPWC, the Meridian Supplemental Specifications V J to the ISPWC, and the National Electric Code. 2. A street lighting electrical permit shall be opened prior to starting I // work. Use the online Citizen Portal at I CV I I ►'� I I � I I Ln I I CO � 00 � O I I � I � / � ` \ https://citizenportal.meridiancity.org/CitizenAccess/ to open a permit I m 1 I O I I O O O O I I O I I O I I O I I O I I O / // and request inspections. I I I I I I I I I I I I I I I I I N // �/ / / 3. Installation will require inspections for the concrete base reinforcing, W bedding, backfll, and for the pole and associated wiring. 4. Street light bases shall be located 10'min. from trees, 5'min. from fire r�J hydrants and 2'min. from water meters. e O 5. Keep accurate notes of conduit, junction box locations. Attach a I I I I I I I I I I I I I I I I I I I I I 1 redlined as built drawing of this plan sheet to the street lighting V) I I / / electrical permit, or submit a hard copy to the Meridian Public Works MMJ 1 1 I I I I I Department prior to requesting final inspection. J — � I I ' BLOC K I ,3 I I I I I / � � / 6. Contact the City Transportation and Utility Coordinator (208) 8985500 I - L - - - J —� - - - � L - - - � J � _ \ ` for questionsregarding Utility Conflicts, or to access locked meter / p uJ / 7 All streetlight components shall be constructed within the ALLEY —— —— —— —— —— / / right—of—way. W c) 0/ O / W MMJ Ld BLOCK ,2 / 30 0 15 30 60 0 e SCALE IN FEET N / 0 1$$=30' Q O U) O I o / - DATE: va / 08-21-2024 PROJECT: C2018-007 T BE LOCATEDGHT WITHINNDUIT RIGHT—IS OF-WAY. SHEET CONTRACTOR TO PROVIDE AS—BUILT CONDUIT LOCATIONS TO DESIGN ENGINEER FOR INCLUSION IN RECORD DRAWINGS. DIGLINE PHONE #1-800-342-1585 6o2-