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Stamped Approved Plans V1GENERAL CONSTRUCTION 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 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. 9. INSPECTION APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 12. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%. THERE ARE NO TOLERANCES ALLOWED WATER 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. WHERE WATER SERVICE LINES CROSS A STORM WATER TREATMENT FACILITY I.E. SEEPAGE BEDS DRAINAGE SWALES SEE DETAIL 7 SECTION 8200 OF THE ACHD STORM WATER POLICY MANUAL. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. 6. ALL WATER WORKS COMPONENTS SHALL BE Al 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). SEWER 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. WHERE SEWER SERVICES CROSS A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES) SEE DETAIL 7 SECTION 8200 OF THE ACHD STORM WATER POLICY MANUAL 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. Ii1/7:1111111Mi%\IN 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. LAND SURVEYOR CIVIL ENGINEER CARL PORTER, PLS JIM E. COSLETT, P.E. SAWTOOTH LAND SURVEYING ROCK SOLID CIVIL LLC 2030 S WASHINGTON AVE 270 N. 27TH STREET EMMETT, ID. 83617 BOISE, ID. 83702 (208) 398-8104 (208) 342-3277 jcosiett@rocksolidcivii.com GEOTECHNICAL ENGINEER DEVELOPER BOB J. ARNOLD P.E. MARK BAILEY SITE CONSULTING LLC BAILEY INVESTMENTS LLC 5465 W. KENDALL STREET, 13501 51st AVE NE BOISE, ID. 83706 MARYSVILLE, WA. 98271 (208) 440-6276 (425) 344-4288 morcus84119@yohoo.com DEVELOPMENT PLANS FOR TIMBERLINE SUBDIVISION NO. 2 A PARCEL OF LAND LOCATED IN THE NW 114 OF OF THE NE 114 OF SECTION 25, T. 3N. , R.1 W. , B.M. , CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 ACHD PRESSURIZED IRRIGATION 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS 1. THE PRESSURE IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN SPECIFICALLYAND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. WHICH IT IS BEING CONSTRUCTED. 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO 3. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY PERMIT FROM DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. ACHD AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION. 4. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT AND THE OWNER'S 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS -OF -WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH ENGINEER. CONTACT ACHD INSPECTION SERVICES AT 387-6284. PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO -AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS 5. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT (RNV ONLY), AND THE OWNERS PRIOR TO BACKFILLING. ENGINEER. 6. ALL ONSITE PRIVATE DRIVES SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. NO EXCEPTIONS TO THE ISPWC WILL BE 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DESIGN ENGINEER Al GARDEN CITY PUBLIC SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR WORKS. A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF 7. CONTACT THE DESIGN ENGINEER FOR CONSTRUCTION OBSERVATION OF ALL ONSITE PRIVATE DRIVES. THE CITY MAY STILL THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE OBSERVE THE PRIVATE DRIVE CONSTRUCTION BUT THE DESIGN ENGINEER IS PRIMARILY RESPONSIBLE FOR PLAN CONFORMANCE WASTEWATER RULES IDAPA 58.01.16 ( ). OF ALL ONSITE PRIVATE DRIVES. 8. TESTING RESULTS OF ONSITE PRIVATE DRIVES SHALL BE REVIEWED FOR COMPLIANCE BY THE OWNER'S ENGINEER. 5. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 9. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION THE 10. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTOR'S ACCOUNT. CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. DRINKING WATER SYSTEMS IDAPA 58.01.08 AND SECTION 430.02 OF THE WASTEWATER RULES IDAPA 58.01.16). 11. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND 6. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR NON -POTABLE WATER CLEARLY MARKED ALONG ITS 12. MANHOLE GRADE RINGS, CAST IRON RINGS AND COVERS SHALL BE PROVIDED BY THE SEWER CONTRACTOR. THE ROAD LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE CONTRACTOR SHALL INSTALL THE SEWER GRADE RINGS, CAST IRON RINGS, COVERS AND CONCRETE COLLARS TO FINISH GRADE. THE TOP OF THE PIPE. WATER VALVE BOXES AND COVERS SHALL BE PROVIDED BY THE WATER CONTRACTOR. THE ROAD CONTRACTOR SHALL INSTALL THE WATER VALVE BOXES COVERS AND CONCRETE COLLARS TO FINISH GRADE. 7_ LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. 13. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. 8. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE 14. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. SIDEWALK IMPROVEMENTS. 15. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST ONE (1) FOOT 9. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. 16. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. R/W 17. ALL MATERIALS PLACED WITHIN THE PUBLIC RIGHT-OF-WAY AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ADA COUNTY HIGHWAY DISTRICT STANDARD SPECIFICATIONS. 18. CLEARING AND GRUBBING AND REMOVAL OF OBSTRUCTIONS SHALL BE IN ACCORDANCE WITH ISPWC SECTION 201. 19. EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH ISPWC SECTION 202. 2.0' 20. STRUCTURAL EXCAVATION AND COMPACTING BACKFILL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204. 21. DEWATERING SHALL BE IN ACCORDANCE WITH ISPWC SECTION 205. -�/ 22. PERMANENT EROSION CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 206. 23. PERMANENT STORMWATER BEST MANAGEMENT PRACTICES SHALL BE IN ACCORDANCE WITH ISPWC SECTION 207. CONCRETE SIDEWALK-/ (PER ACHD SUP. 24. UNCRUSHED AGGREGATE (6-INCH MINUS) SHALL BE PER ISPWC SECTION 801. DWG. SD-709) 25. CRUSHED AGGREGATE BASE'/. -INCH (TYPE 1) SHALL BE PER ISPWC SECTION 802. 6" VERTICAL CURB & GUTTER 26. DRAINAGE GEOTEXTILE (TYPE 1) SHALL BE PER ISPWC SECTION 2050. (PER ACHD SUPP, SD-701) 27. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS (CURRENT EDITION) OR THE APPLICABLE ACHD SUPPLEMENTAL DRAWINGS (CURRENT EDITION): a. STREET SECTION, DRAWING NO. SD-801, AND SECTIONS AS SHOWN ON TYPICAL STREET SECTIONS. b. VERTICAL CURB AND GUTTER, (ACHD SUP.DWG. SD-701). C. PEDESTRIAN RAMP FOR HANDICAPPED, DRAWING NO. SD-712C. d. SIDEWALKS, (ACHD SUP. DWG. SD-709) e. ROLLED CURB AND GUTTER ISPWC SD-702 28. ALL PEDESTRIAN RAMPS LOCATED IN THE RIGHT OF WAY SHALL HAVE TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE RIGID INSERTS WET SET INTO CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW" 28. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THIS PROJECT: NONE. 30. DRIVEWAY APPROACH TO CONSTRUCTED PER ACHD SD-710B, 6" THICK PER NOTE E OD ACHD SUPPLEMENTAL SD-710B uuuuu�►�i 1. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE YEAR MORATORIUM, A WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE PAVEMENT CUT REVIEW COMMITTEE. 2. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2)IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF THE LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF TRAVEL LANE. 4) PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY THE ACHD INSPECTOR, DOES NOT MEET THE COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 5) ANY EXCEPTIONS TO THESE RULES SHALL BE APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. UTILITY REPRESENTATIVES UTILITY REPRESENTATIVE PHONE GAS INTERMOUNTAIN GAS (208) 377-6839 ELECTRICITY IDAHO POWER (208) 388-6320 TELEPHONE CENTURY LINK 208 385-2144 SEWER MERIDIAN PUBLIC WORKS 208 887-2211 WATER MERIDIAN PUBLIC WORKS (208) 887-2211 ROADS ADA COUNTY HIGHWAY DISTRICT (208) 454-8135 IRRIGATION NAMPA-MERIDIAN IRRIGATION DISTRICT 208) 388-6346 FIRE MERIDIAN FIRE DEPARTMENT (208) 888-1234 tD_ kT0UA/ ADTICr TBM #1 5/8" REBAR W/ILLEGIBLE CAP ELEV: 2659.23' CALL BEFORE YOU DIG! CALL DIGLINE INC. is PRIOR TO COMMENCING bdow UNDERGROUND WORK cavill 208-342-1585 2% 2.5' OF ASPHALT PAVEMENT, 2.5" OF ASPHALT PAVEMENT \ SP-3, 0.50" (1/2") MIX, SP-3, 0.50" (1/2") MIX, \ PG 58-28 PG 58-28 4' OF 3/4' MINUS AGGREGATE 4" OF 3/4" MINUS AGGREGATE- 14" OF 6" MINUS PIT RUN 14" OF 6" MINUS PIT RUN 6' VERTICAL CURB W/ NO GUTTER (PER ISPWC SD-701A) ENTRY ROAD 65' RIGHT-OF-WAY 1" = 10' R/W I R/W I 23.5' 23.5' 2.0' 5.0' 2.0' C/L 14.5' 14.5' 2.0' 5.0' 2.0' FLAT 2% 2% FLA1 CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT 3" ROLLED CURB &GUTTER (PER ACHD SUP. SP-3, 0.50" (1/2") MIX, (PER ISPWC SD-702) DWG. SD-709) PG 58-28 4" OF 3/4" MINUS AGGREGATE CONCRETE SIDEWALK 3" ROLLED CURB & GUTTER 14" OF 6" MINUS PIT RUN (PER ACHD SUP. (PER ISPWC SD-702) DWG. SD-709) 33.0' STREET SECTION 4T RIGHT-OF-WAY 1"=10' C/L R/W 37.0' 17.0' 3.0' 10.0' 1.0' VARIES I BORROW DITCH 5.0' 1.0' ACHD 2.0' MIN SIDEWALK SAWCUT EASEMENT VARIES 1-4% 5" OF ASPHALT PAVEMENT CONCRETE SIDEWALK SP-3, 0.50" (1/2") MIX, GRAVEL SHOULDER (PER ACHD SUP. PG 64-28 DWG. SD-709) 4" OF 3/4" MINUS AGGREGATE 25" OF 6" MINUS PIT RUN W. VICTORY ROAD SHEET INDEX 1. COVER SHEET, GENERAL NOTES AND DETAILS 2. LOT GRADING PLAN 3. PRESSURE IRRIGATION / OVERALL UTILITY PLAN 4. STORM DRAIN DETAILS 5. W. CONTENDER DRIVE - STA: 3+02.12 to STA: 5+75 6. W. CONTENDER DRIVE - STA:5+75 to STA: 9+00 + + 7. W. CONTENDER DRIVE - STA.9 00 to STA. 11 00 8. S. HUMILITY PLACE 9. S. VOLUNTEER PLACE 10. S. GRENZE WAY 11. W. VICTORY ROAD - STA: 1+07.90 to STA: 6+50 12. W. VICTORY ROAD - STA: 6+50 to STA: 9+67.34 13. STREET LIGHT PLAN N 0 p K p Q O Q p p Q o Z w o a z o p o _ m Of J /O(n w VI � 9G cy �' W. VICTORY ROAD CANAL PHASE2-i PROJECT SITE w� O mm � g w D � N W. TALL PRAIRIE DRIVE VICINITY MAP W. HARRIS STREET 111- 800' R/W -CONCRETE SIDEWALK (PER ACHD SUP. DWG. SD-709) 6" VERTICAL CURB & GUTTER (PER ACHD SUPP. SD-701) Plans Are Accepted For Public Street Construction B stamping and signing the improvement plans, the Registered Y P 9 9 9 P P 9 Engineer ensures the District that the plans conform to all District 9 pa, and standards. Variances or waivers must be specifical- ly P ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered / Engineerofof these responsibilities. BY &"`�"" 4 DATE: 10/5/20 ADA COUNTY HIGHWAY DISTRICT GENERAL LEGEND -- PROPERTY BOUNDARY LINE PROPOSED LOT LINE --- SECTIONAL LINE CENTERLINE - - - - - - - EXISTING EASEMENT PROPOSED EASEMENT W PROPOSED 8" WATER LINE S PROPOSED SEWER LINE SD PROPOSED STORM DRAIN PI PROPOSED PRESSURE IRRIGATION GI PROPOSED GRAVITY IRRIGATION ♦ PROPOSED PRESSURE IRRIGATION SERVICE ® PROPOSED STORM DRAIN MANHOLE ® PROPOSED WATER VALVE PROPOSED SEWER MANHOLE A PROPOSED FIRE HYDRANT BO PROPOSED BLOWOFF - PROPOSED STREET LIGHT MW GROUNDWATER MONITORING WELL PROPOSED DOUBLE WATER SERVICE 1" SERVICE W/ 3/4" METER PROPOSED SINGLE WATER SERVICE 1" SERVICE W/ 3/4" METER o- FLOW DIRECTION v INSTALL SIGN LOG LIP OF GUTTER TRC TOP BACK OF ROLLED CURB TVC TOP BACK OF VERTICAL CURB PC POINT OF CURVE PT POINT OF TANGENT EP EDGE OF PAVEMENT GB GRADE BREAK VPI VERTICAL POINT OF INTERSECTION BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PRVC POINT OF REVERSE VERTICAL CURVE ---- W - - - - EXISTING 12" WATER LINE - - - S - - - EXISTING SEWER LINE oHP EXISTING OVERHEAD POWER X EXISTING FENCE _2601- EXISTING CONTOUR LINE SS EXISTING SEWER MANHOLE ® EXISTING WATER VALVE Q) EXISTING UTILITY POLE �./VlE IDR IAN- APPROVED FOR DAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed PP P Y in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name 0 0 U, L` LJ I- z0 z O V) O C9 L O z � ¢ N z >- LLJ O N LJ LJ I- m � 57 � (Y LLJ C:) 2- O 0 d � z � O w z � ¢ z co zOz w z w N>- w Q - (n o ¢ o w ¢ z U Li F - LJ ¢ O U J N J w z S ¢ = w J Q U � z o N V w o LJ LJ ¢ W J zQOJ I-N L_ `1 = O O D O U _ O z i z CV O J z � Z LU _O 0 _I > W LU 0 = Q (n coLU LU LU O LU z J U Q LU m LU z E E z U 2 d LU o z i S \ONAL FN ST£ F C, 10692 �Mf. 0 Project No. RSC 18-86 1 1 Drawn By: JEC Date: August 24, 2020 Sheet No. 1 1 of 13 DocuSign Envelope ID: FE031 FDE-D4B4-4C5F-AFF7-C684BC66AB3F WW.VICTORY RTAD--C N --- P O� EENF2 4cc � TCC 2f}�5.48-TT - _ �NG 2689.50 NG 2689.02 NG 2689.10 NG 2689.139.40 NG 2658.62 UGC NO 2687.60 NG 2683.62 NO 2678.73 NO 2672.74 NO 2666.68 NO 2661.66 �. C -BLOCK 1 C F -1 F N F NG 2690.54 / \ 36 �f �} w� BLOCK 3 Q 35 o 37 �° 38 39 N °' NO 2690.48\ \ O A ro 1 0 \ \ 0 V z TC 2691.07 � IC! \ \ NO 2690.29 3 NO 2688.32 NO 2690.56 00 o N N \ -TC 2688.64 TC 2688.85_ / NO 2690.64 NG 2690.64 NG 2690.96 TC 2687.36 \ 5 6 1 1 34 NO 690.73 -/ NO 2685.83 TC 2691.22 TC 2690.70 O \ 1 N} I C .I TC 2690.74 TC 2690.48 TC 2690.20 TC 2689.99 TC 2686.17 I -0.4% W. CONTENDER DR NO 2681.64 - -0.37 TC 2691.18 �- -0. - - 7 NO 2690.79 _NG 2691.36 TC 2690.01 - TC 2690.83 TC 2688.51 -5=►1TC 2682.41 I 1 1 �� 19 NO 2675.80 NO 2670.00 NO 2664.40 NO 2658.69 �R9 NO 2691.11 NG 2691.34 <Z9 y TC 2691.47 TC 2690.39 NG 2691.89 \ NG 2688.78 NO 2687.67 33 TC 2675.68 TC 2669.83 TC 2664.43 -TC 2660.01 TC 2691.82 C 2686.50 TC 2679.96 TC 2691.48 -0.1% 25 24 TC 2689.71 TC 26$9.86 \ NO 2682.32 TC 2674.68 TC 2663.63 -5�3% TC 2659.97 Z692 NO 2692.15- NO 2692.07 NO 2676.00 TC 2670.53 \ NO 2662.52 NO 2658.82 BLOCK 1 TC 2692.12 C C \ / -1.s% NG 2692.08 NG 2690.98 TC 224466.72 V / I 32 J TC 2692.43 NO 2692.33 TC 2689.99 of 17 16 C NO 2669.141 NO 2664.52 a_ TC 2466.72 L --0.4% -TC 2692.85 r a o18 NO 2693.87r NO 2693.04 _ f 26 23 a 15 14 f BLOCK 2 I TC 2666.71 ro = w J J _ -6.0% C C C w TC 269o.3T 31 V TC 2693.30 -0.2% F- -5-3% N o U C _-2.2% _ Z -6.7% �, I NG 2664.55 -NG 2658.76 r �- NO 2691.11 X NO 2681.96 <v G) II NO 2693.26 NO 2692.97 _ NO 2689 Nr, 9686.03_ 1 I I m I --0.3%- -J TC 2690.40 > N � I TC 2693.48 BLOCK 1 C m 17 X TC 2693.46 TC 26 6.50 D N NG 2694.04 NO 2693.89 \ BLOCK 1 18 �� -8.2% -9.4% rrzrz n i 22 v i TC 2666.32 TC 2693.98� 27 NO 5 �JG2675.2L_ 2668.17 _-7.2% 30 / T -10.0% - NO 2664.10 TC 2694.51- --26gq _-3.1% TC 2690.77 C 2690.56 ��o ^ NG 2658.97 - NO 2690.71 NO 2689.11� NO 2694.35 0.37 J NG NO 26 9.97 _2693.78 _ -0.2% NG 2695.10 -� T zc 691.04 \ 13 I NO 2694. 99 1 TC 2694.81 I / TC 2691.0� 19 C NO 2679.92 NO 2667.41 29 6e6 28 21 �� n� /� C TC 2691.64 NO 2695.92 TC 2695.97 / I NG 268810 40 0 20 40 80 SCALE IN FEET 1"=40' TYPICAL LOT GRADING NOTES SEE DETAILS TYPE A-D 1. SHEET FLOW 2. SLOPE FROM HOUSE TO LOT RIDGE OR SWALE (5% MIN) 3. SLOPE FROM HOUSE TO PROPERTY LINE (5% MIN) 4. SWALE (10' FROM REAR OF HOUSE) 5. SIDE SWALE (1% MIN) 6. SLOPE FROM HOUSE TO SIDEWALK (VARIES) 7. SLOPE OF STREET, SEE PLAN 8. DRIVEWAY SLOPE (VARIES) GENERAL NOTES 1. CONTRACTOR SHALL VERIFY THE ABOVE DESCRIBED DATA PRIOR TO CONSTRUCTION. NOTIFY THE BUILDING INSPECTOR OF DISCREPANCIES. THE CONTRACTOR SHALL COMPLY WITH ALL CITY AND COUNTY ORDINANCES LEGEND FINISH GRADE SLOPE NATURAL GROUND SLOPE NO NATURAL GROUND TC FINISH GRADE TOP OF CURB BUILDING SETBACK TABLE R8 RESIDENTIAL DISTRICT STREET SETBACK (GARAGE).......................20.0' STREET SETBACK (LIVING SPACE)..............10.0' INTERIOR SIDE...............................................5.0' REAR............................................................12.0' inl NO 26 0.26 Z w _ _0.6%w Z V NO 2696.48 \ ° _aU NG 2695.06 '1 5,- w 1 20 1' KICKBOARD FINISH GRADE NO 2ss7ss O 2691.66 rc zssz.os UNDER VERTICAL SIDEYARD NO 2632.03 PLANKS x SWALE VENT a 1' NO 2692.12 r 1' DEEP r x 6" 1% DITCH 8" N PROTECTIVE ? 2'N NO 2684.15 SLOPE 5% MIN *TYP) DRAIN TYPICAL LOT GRADING TYPE "A" DRAINAGE N.T.S. REAR L VALK E SHOWN C&G TYPICAL LOT GRADING TYPE "B" DRAINAGE N.T.S. DRAIN DITCH REAR LOT LINE 1 VALK 'C 2 'E SHOWN C&G �3 6 5 / * SEE BUILDING PLANS FOR EXACT DIMENSIONS TYPICAL SIDE YARD SECTION REAR LOT DRAINAGE DITCH N.T.S. 3 SIDEWALK WHERE SHO C&G 7 // \-STREET TYPICAL LOT GRADING TYPE "C" DRAINAGE N.T.S. SECTION A -A N.T.S. TYPICAL LOT GRADING TYPE "D" DRAINAGE N.T.S. SOWN J� � C N O O UUm E o E N O N 01 v- Jovo O o u,,ww�Ys o i `o vz m V CO w N NON iu 1.� o z Cn w�o a cn I—, Cnz woN w m m o m a O �IwO = o m m m z o w z a o Q z cn zoz w r w o Q z w cn o o wQNz"�(j w -w CD w J O z C� U w cn J W w J cj:� > Q z J Q Ln d U z o w U w w W W Q c w J z CD S O Q O J N � d N O O w U w Y = O O CD z � z o CV 0 O Q U) Cal Z U) LU J O � J LIJ m z � a z 0 a � �SSGONA L RFy% 10692 4/2� 9T a op �2yF. COSVEN� Project No. PSC 18-86 Drawn By: JEC Date: August4, 2020 4, Sheet No. - / 2 of 13 DocuSign Envelope ID: FE031 FDE-D4B4-4CSF-AFF7-C684BC66AB3F - - - W. VICTORY ROAD — — - -- _ -- -- — -- _— ----— — 4" 22.5' ELL 40 185 L.F. 4"0 PI 4" TEE PI— I — --- PI PI 0 3.0, BLOCK 1 A � a I � \ 36 I 38 v v 35 \\ I \ \ o I a 37LZ \ \ \ \ I 10= 4" 45' ELL v v v v / J 269 O / o v v 4" 22.5° ELL \ \ STA:9+32.60 26.65'R 1 I v v / 3.0' v A 4" 22.5' ELL (FLG) 3.0' v v D4'; G. VALVE (FLGxMJ)— — — 34 0 / L -- ---/ O o yy—u o N r-- 0 0 N O \ 33 \ I L— — — — — — — r--------------- FL 32 e �L- LL -- - - - - -� MI 31 " I L— — — — — — — 1 N —————-7 BLOCK 1 I 30 / L-——--— F- — — -- — 1 29 2696 \ \ r3.0'Wo C 146 LF.-,�O—PI— ��---- ni 4" 11.25' ELL 4" 90' ELL AIR RELEASE VALVE (ARV) 143 L.F. 4"0 PI P STA: 6+27.02-t 34.50'R I I 4" G. VALVE j 39 I J I I � Z � W T W - N�°� S op. a L O L 5 c, - STA:9+11.63 26.50'L_ ,3'0, SG 4" 22.5- ELL (FLG) _ 4" G. VALVE (FLGxMJ) � 24 25 2692 COMMON LOT r :2 r — — — — — — — D N 26 1 23 L — — — I I 1 —— —alp —— — -- — —J It \ 27 4L 22 \ I I I — —J 2694 1 - - r F -- - - - - - - - I I / �� 11 BLOCK 1 28 30, 21 o / PI G -- — - — — — — - J 165 L.F. 4°0 PI — — L _ - _ C) \ 4" TEE 1 ELL � 4" PVC SLEEVES FOR FINE IRRIGATION AND POWER SEE SHEET 9 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NDUIT CONDUIT PI 125 L.F. 4"0 PI 69 L.F. 4"0 PI � IN 69 L.F. 8" PVC F — -1 7 — — - C-900 SLEEVE STA:6+27.24 1 34.50'L 4" G. VALVE I I � 0� m 'a 1 0 2 F- N N 0 0 vv I I W. CONTENDER DR 4" TEE 7 Tk 240 L.F. 4"0 1 3.0' I I � I I BLOCK 3 d N �I o 3 N N 1 �1 4 0 1 c 1 I I 1 al STA:6+04.44 26.00'R \ 4" 11.25° ELL (FLG) O 4" G. VALVE (FLGxMJ) \ I I z on J 6 W — — w r k I �G �y 4" 90' ELL � 1 6 STA:3+14.54 24.50R \ 4" G. VALVE (FLG) h I I� N 1 o� - - - / �n<� W W our -SD — n— — o STA:5+68.27 25.50'L- "' S � w 4" 11.25' ELL (FLG) o - 4" G. VALVE (FLGxMJ) r \ \ o c' SD EXISTING0DRAIN 17 1 116 �I BLOCK 1 18 ��II -J N STA:3+06.93 28.241 I �I a a CONNECT TO EXISTING 15 14 4" PRESSURE IRRIGATION I I w 4" G. VALVE (FLG) H L — — — J J C. Jo r——————— rn o m BLOCK 2 > co z Vi cc 18 ti��� IL N I 17 I ——�—— L I -C I EXISTING WATER I -I SERVICE (PHASE 1) ---- - -- ----L --- - - - - -- EXISTING SEWER SERVICE (PHASE 1)�`� VA\ 13 \ CONNECT TO EXISTING PI VALVE 1 \ \ 19 FROM PHASE 1 — — — \ N EXISTING WATER BLOCK 1 — _ J SERVICE (PHASE 1) ------------- EXISTING SERVICE FIELD VERIFY TIMBERLINE PHASE 1 20 I� / CONNECT TO 30 z EXISTING PI VALVE L.F. 4•.0 P1 P 40 0 20 40 80 SCALE IN FEET 1"=40' T.T"mncl- THE PRESSURE IRRIGATION SYSTEM WILL BE OWNED AND MAINTAINED BY THE TIMBERLINE SUBDIVISION HOME OWNER'S ASSOCIATION. 2. PRESSURE IRRIGATION BACK UP SOURCE WILL BE VIA CITY OF MERIDIAN WATER DEPARTMENT. METER IS LOCATED IN LOT 7 BLOCK 2 TIMBERLINE SUBDIVISION NO, 1, SOUTH OF PRESSURE IRRIGATION PUMP STATION. 3. ALL PI PIPE SHALL BE LAYED TO "GRADE TO DRAIN". SEE ARV IN SW CORNER OF LOT 29 BLOCK 1 AND DRAIN ON EAST BOUNDARY AT "LOW POINT" (LOT 18 BLOCK 2. APPROVED F� CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Codee Krausch L Date Auq 17 2020 Plans Are Accepted For Public Street Construction 3y st-plrg and a -, t-e In rs.r-)e-t pa the R�,t=_teed n ..r _ w s t _ C tric: thit _ .dins r c - :c it Llstric y a J p _sly ap 1 , :y the- -tint --pt-,nce ct r rrpr-, -n t cr, by rr C`.rct J rot rcllc, h,c E- JE 9/28/20 DL L;I n,Y D Tf (n CJ Q 0 O w w J0, � C U O N 0 � � r E E N O N U v- Jovo o u o i o vz v UP 0 a o z w w - CDO w to U Cn z w o I\1 w m w ct� o�ct- a_ O � w O = - CD � Z — � W O w Cn Z O z w Q z � o � z � cn oQ� W ¢ O J w j J w J Q=� J Q d U > w w z o U W W Q CD w J o = O Q O J N d N O O w U w Y = O O O O U 3: _ U z LL x z w0 CV O � Z Z Q Z O a U) C> J m J W LU Z J U) w W O m � � 0 a z m � \ONAL FC y� /cT'2Yr 10692 9T a op Project No. PSC 18-86 Drawn By: JEC Date: August 4, 2020 4, Sheet No. 'l 3 of 13 L-w J W W 9+00 I I S S M W. CONTENDER DR 4 m -2691.48 MIN SEEPAGE TRENCH NO. 1 LOT 24 BLOCK 1 / ' STA: 8+08.77 / \ \\ \ TYPE IV C.B.� STA 3+17.00 \� ) W/ 1.0' SUMP TYPE I C.B. W/ 1.0' SUMP TRC: 2689.99 - TYPE I GRATE PER- \ I.E. OUT: 2686.99 ACHD SUPP SD-609 Q25= 1.07 cfs NC 2660.50 Q100= 1.49 cfs O I.E OUT 2657.00 iUMP Q25= 0.27 cfs O Q100= 0.37 cfs 6 W 0 8+00 J oo STA: 8+08.77 S_TYPE IV C.B. - c� W/ 1.0' SUMP TRC: 2689.99 I.E. IN 2686.17 IJI .E. OUT 2686.07 15 L.F. 12" Q25= 0.70 cfs PVC 0 2.41% \0= 1.01 cfs a Q P 13® O 1?., 5 L.F. 18" PVC ® 0.22% STA: 7+71.48 44.41 L W. CONTENDER DR. S&G TRAP NO. 1 SEE TYPE IV C.B. DETAILS THIS SHEET W/ 1.0' SUMP TRC: 2689.71 I.E. IN 2686.85 I.E. OUT 2686.75 Q25= 0.45 cfs Q100= 0.60 cfs DRAINAGE FACILITY NO. 1 1" = 20' I� 0 0 \ N / o / T'0 STA: 7+38.48 .044.59 L W. CONTENDER DR. L.F. 12" TYPE I C.B. / C-900 0 0.22% W/ 1.0, SUMP f TVC 2689.92 N 3 I.E. OUT 2686.92 I Q25= 0.52 cfs Q100= 0_ 7 _ J v 2 AND 3 SHEET 1 \ STA: 4+08.81 43.00 L \ W. CONTENDER DR. TYPE I C.B. W/ 1.0' SUMP - TVC: 2666.72 1I.E.OUT 2663.72 - + Q25= 0.10 cfs 3 Q100= 0.14 cfs ww � STA: 4+48.35 Q W W 3 �- W W W TYPE I C.B. W/ 1.0' SUMP_ W W O0o W w TVC 2668.42 LE. IN 2662.76 N z 3 I.E. OUT 2662.66 0 4DR N N LOT 5 Q25= 0.50 cfs S. GRENZE WA x o BLOCK 3 Q100= 0.69 cfs o � ®o r J "' STA: 4+44 0 13 L.F. 12" PVC ® 0.22% _ o� n W. CONTEN - S - - - S 5 - - - - - - 0 SS S - - T - o - S -TYPE I C.B_ 3 i TVC 2666.72 _--- -----------_5L.F.18' PVC ®0.22% - I.E. IN 2663.65 S&G TRAP NO. 2 SEE NG: 57 L.F. 12" / 00 I.E. OUT 2663.65 - DETAILS THIS SHEET - - - D IE.87 C-900 ®0.22% ••,• Q25- 0.15 cfs 16V SD SD Q100= 0.21 cfs SEEPAGE TRENCH NO. 2 Qi 1 Q �C. 0 3 L.F. 12" Q 5.0' N C-900 ® 0.22% 0 10 L.F. 18" PVC ® 0.22% SDMH 1 SDMH 2 Sp STA: 4+72.79 -STA: 4+48.38 43.00 L- - 65 W. CONTENDER DR. STA: 4+52.89 28.50 R C, 4B <,F TYPE I C.B. W/ 1.0' SUMP ISPWC SD-613A - ISPWC SD-613A 900 1?" NC 2670.53 RIM: 2669.00 ®9 1p9 I.E. OUT 2667.00 RIM: 2666.74 I.E. IN 2662.63 I Q25= 0.45 cfs I.E. IN 2663.64 I.E. OUT 2661.88 i Q100= 0.63 cfs I.E. OUT 2662.89 SUMP 2659.88 SUMP 2660.89 TATI A TAT A /V Tl Tl A /V TT TTTT A T/� • &. \'-1 1 W W STA 3+12.90 30 L.F. 12" TYPE I C.B. W/ 1.0' SUMP C-900 ® 0.22% TYPE I GRATE PER -OC-' ACHD SUPP SD-609 W. CONTENDER DR o I TVC 2660.34 - I.E. IN 2656.93 S LE OUT 2656.83 y Q25= 0.18 cfs = 0.25 cfs d 3 L.F. 12" C-900 SEEPAGE TRENCH NO. 3 SEE SEEPAGE BED NOTE 10 I ® 0.22% SDM 1 STA: 3+12.90 19.00 L 9 L.F. 18" �ISPWC SD-613A PVC ®0.22% RIM: 2660.39 I.E. IN 2656.82 I.E. OUT 2656.05 SUMP 2654.05 a 7 DRAINAGE FACILITY NO.5 1" = 20' r FINISH GRADE NTS PLAN CONCRETE COLLAR SECTION CONCRETE COLLAR -NTS- -NTS- 1. WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 2. 2 OR 3 BOLT LID WITH 9/16" HEAD AND SEA THREADS, GASKETED 3. CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) 4. 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER 5, TRACER WIRE SHALL BE PLACED OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, UNSULATED, SINGLE CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS 6, PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR-35. WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. DRILLED WELLS MAY UDE 4" PIPE 7, NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK 8, POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY 9. BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BOB FACILITIES GROUNDWATER OBSERVATION WELL V=20' A 6+00 B 5+00 _ 1. 77% �,o� _ 2.39% 3.38% 5.06% 0.62% �p as - - - - - - - - - - - - - - - - s��S -- -GVL- - DAYLIGHT: 2683.75 A \ OUTLET PROTECTION h \ PER ISPWC SD-628 OUTLET PROTECTION \ / �� 'o FG/NG ±2683.00 PER ISPWC SD-628 25 L.F. 12" \ / 25 L.F. 12" - / 60.0' - - - - - PVC ® 0.227 - - - - - PVC ® 2.72% --54.0' - _ I1 SO SDPOND BOTTOM --- -------- - ------ o STA: 4+67.39 STA: 5+27.39 STA: 6+15.30 25.49 L DAYLIGHT 2682.00 STA: 6+31.71 STA: 6+85.71 i-50.25 R 50.25 R TYPE I CB W/ 1.0' SUMP 50.00 R 50.00 R Op STA: 6+14.97 25.50 R NC 2685.68 I.E. OUT 2582.68 c^ rn TYPE I CB W/ 1.0' SUMP Q25=0.14cfs r- c' v w A TVC 2685.67 I.E. OUT Q100= 0.20 cfs ENTIRE BOTTOM WILL UTILIZE AMENDED B u' e ENTIRE BOTTOM WILL UTILIZE AMENDED NATIVE cfs 425= 0.45 cfs NATIVE MATERIAL OR BIORETENTION SOIL MATERIAL OR BIORETENTION SOIL MEDIA (BSM) PER .32 Q100= 0.45 cfs MEDIA (BSM) PER ACED POLICY ACHD POLICY MANUAL SECTION 8202.26 AND BMP 30 I MANUAL SECTION 8202.26 AND BMP 30 DRAINAGE FACILITY NO.2 DRAINAGE FACILITY NO.3 BASIN WEST J w > w o 3 z LL 0 3 a N I a i o � c� a - 0 0 5' SIDEWALK 4:1 MPX 34 HIGH 3.1 WATER W. VICTORY ROAD BORROW DITCH DRAINAGE FACILITY NO.2 SECTION A -A 1" = 10' BASIN EAST V=20' � 3 - w 3 a N I N J 2 o � � o 5' SIDEWALK _ HIGH ti� 31 WATER W. VICTORY ROAD BORROW DITCH DRAINAGE FACILITY NO. 3 SECTION B-B ill =10' ACHD SUPPLEMENTAL DWG SD-627 (REV 2017) -NTS- 2689.25 TOP 45• ��I ~ AS•X L PIPE PERFORATION DETAIL (TOP HALF ONLY) -NTS- SEEPAGE TRENCH DATA TRENCH No. LENGTH WIDTH ROCK DEPTH TOP BOTTOM/ROCK V100 GROUNDWATER TRENCH #1 92.0' 15.0' 8.0' 2688,75' 2680 75' 5,117 OF N/A TRENCH #2 60.0' 10,0' 8.0' 2665.63' 2657,63' 2,240 OF N/A TRENCH #3 56.0' 5.0' 8.0' 2656.60' 2648.60' 1,037 CF N/A BASIN DATA SWALE No. BOTTOM TOP ELEV BOTTOM ELEV WSE CAPACITY SIDE SLOPES FREEBOARD GROUNDWATER BASIN WEST 2.0' x 60.0' 2687,50' 2683.75' 2685.19' 605 tuft 3:1 2,31' N/A BASIN EAST 2.0' x 54.0' 2683.00' 2681.00' 2682,00' 270 tuft 3:1 2. 0' N/A FINISH GRADE IN COMMON LOT OR BOTTOM OF SUBGRADE IN RIGHT OF WAY LENGTH 25 GROUND WATER OBSERVATION WELL SEE DETAIL THIS SHEET 5'--- GROUND WATER 18"0 CORRUGATED HDPE OR PVC OBSERVATION WELL PERFORATED PIPE SEE BMP 20 SEE DETAIL OF THE 2017 ACHD STORMWATER THIS SHEET DESIGN GUIDELINES FOR SEE NOTE 7 ADDITIONAL DETAILS TOP OF TRENCH I z N NON -PERFORATED - PIPE INTO TRENCH c� ROCK DEPTH U7 BOTTOM OF SAND M 5.0' o o 0 0 0 0 0 0 0 0 0 0 0 2" CLEAN WASHED DRAIN ROCK SEE SEEPAGE TRENCH DATA TABLE ge SEEPAGE z4 BED NOTE 10 BELOW REPLACE NATIVE MATERIAL WITH ASTM C-33 SAND OR EQUIVALENT A AA A AAVAA A�VAA�\>,/\x A�AAVAA�A�VAA�AA�AVA A/V/ VAA VAA VAA \\//\\\\//.\/\\//\\//\\//\\// /\\//.\//\\//\\// /%VA//VA//VA//VA//VA��A//��%VA//VA//VA////VA/%VA//��%VA//VA � CAP END T 0 WRAP TRENCHES (ON TOP, ENDS, AND SIDES) WITH DRAINAGE SEE NOTE 4 GEOTEXTILE TYPE 1 (I.S.P.W.C. SEC. 2050) -TO SEEPAGE SEEPAGE BED DETAIL 7SHCW TRENCH N0. 2 = 5.0' SOLID PIPE -NTS- 1- PIPE PERFORATION TO BE PER BMP 20 OF THE 2017 ACHD STORMWATER DESIGN GUIDLINES. 2, BOTTOM OF SAND/BOTTOM OF SEEPAGE TRENCH SHALL BE A MINIMUM OF 3' ABOVE GROUND WATER LEVEL. NOTIFY ENGINEER IMMEDIATELY IF LESS THAN 3' FROM THE BOTTOM OF DESIGN ELEVATION FOR ANY INFILTRATION FACILITY. 3, SEEPAGE TRENCH LENGTH, WIDTH AND 2" CLEAN WASHED DRAIN ROCK DEPTH SHOWN ON SEEPAGE TRENCH DATA TABLE. 4. GROUND WATER DATA AND SOIL REPORT PREPARED PER INFILTRATION DESIGN RATE OF 6" PER HOUR. SEE GEOTECH REPORT BY BOB ARNOLD, SITE CONSULTING, LLC, FILE NO. 18006-A DATED FEBRUARY 21, 2018 FOR ADDITIONAL INFORMATION TO SEEPAGE TRENCH NO-1 5-0' SOLID PIPE PLAN VIEW -NTS- a' CLEANOUT LIDS TO BE FLUSH 2669.00 RIM 2686,67 12" INV. IN 2686.67 12" INV. IN 2686.07 GRADE RINGS AS REO'D PER ACHD BMP 01 2665.80 TOP 7 20 MIN. (TYP) 2661.66 012685-57 18" INV. OUT 18" INV. OUT SAND/GREASE TRAP NO. 1 1500 GALLON (ACHD BMP 01) -NTS- WITH FINISH SURFACE 2661 .76 20" MIN. (TYP) 5. GROUNDWATER ELEVATIONS SHALL BE VERIFIED AT THE TIME OF INSTALLATION OF STORM WATER SYSTEMS. CONTACT THE ENGINEER OF RECORD TO CONFIRM LEVELS IN THE FIELD PRIOR TO INSTALLATION. 6. CONTRACTOR TO COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF UNDERGROUND ELECTRONIC MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. ACHD IS CURRENTLY USH SUPPLYING THE DEVICES. 7, FOR SEEPAGE BEDS IN RIGHT-OF-WAY, A MINIMUM OF 1.0 FT OF COVER FROM THE TOP OF BED TO PAVEMENT SUBGRADE PER BMP 20 OF THE 2017 ACHD STORM WATER DESIGN GUIDELINES. PROVIDE 18" MINIMUM COVER FROM FINISHED GRADE ON SEEPAGE 48' M H 8. BEDS LOCATED IN COMMON LOTS. IF ROCK IS ENCOUNTERED CONTRACTOR TO HAVE PERCOLATION CONE & TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS 48"0 RISERS FULLY EXCAVATED. IF PERCOLATION TEST IS LESS THAN AS REQ D SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR PER ACHD DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE BMP 01 REQUIRED INFILTRATION. 9, AFTER EACH DRAINAGE FACILITY IS FULLY EXCAVATED CONTACT ACHD STAFF TO VERIFY INFILTRATION RATE PRIOR TO BACK FILLING. 10, CONSTRUCT SEEPAGE BED NO. 3 USING 3/4" TO 2" ANGULAR 2661.86 ROCK WITH MINIMUM 50% FRACTURED FACE- 18" INV. IN SAND/GREASE TRAP NO.2 1000 GALLON (ACHD BMP 01) -NTS- Plans Are Accepted For Public Street Construction F gad siarr., T-r n catr theF,o ,ra t ,r,II1,(• U In. 11 l Ions el <Irlc i ird ., � , I, s, ccl- o d p­I, op , the C- Mtn} ;pence ct t- irr pr :rc T s b M C-sr J J � r ct rcl ;c :hc a.- I I r: -- r B JE 10/5/20 J0) 0 U 00 E E N O N 0, v- vm°� Jovo 0 o v o c u m vi c u,,ww s o Y .c 0 i o vz m UP 0 a o z a- - CD w C'n CD O w Q CnzA-wo1�l w w m w Q� o w a CDIw O = o Cl- CP: O � w Q z O C Q z <C z O z w_ C r w Q o z ch� N o o w Q N z U w = - W < O z CC U w U7 J C/L Iw ���J cj:�> Q z Ln J Q d U LLJ z o w U w w 0 LJ Iw Q Q_ w J ~ z O CD = O w Q O J N CD d N O O w U Y = O O � O OLL = O z z wo CV 0 Z C/) J O U) W 0 0 Z m Q 0 U) 0 W Z � J O W U) E z � o z 0 a � �SSGONA L 1PY, yK_ 1 10692 F? 14/2� TF 0 F VO Project No. RSC 18-86 Drawn By: JEC Date: August 24, 2020 Sheet No. 4 4 of 13 `9 3 NI "" N 4 w w N �� N°' 5 6 rn STA 3+08.17' o END IMPROVEMENTS 1 TVC 2660.13 KEY NOTES "' + r' tI + STA 3+17.03 \ V Jr iri STA 5+60.45 , e V (1 01 n n�-i 0) TYPE C.B. A \\ o STA 3+04.81 8.5' R Q3 STA 5+45.62 4.58 R + / PT `� a vi ro m a < a m �� STA 4+48.42 "� 6 TYPE V C.B. + N W/ 1.0' SUMP \ TVC 2660.50 / TVC 2678.82 -I (1 �1+ $ I "� `� - C .�- INSTALL TEMPORARY BLOW -OFF 8" 22.5' ELL (MJ) Cp / N Z W/ 1.0' SUMP I.E.-OUT 2657.00- \ MERIDIAN STD DWG W12 AND W13 ® INSTALL RELOCATED TERMINUS /` / STA 5+16.84 STA 4+86.76 `� PC ¢ > TVC 2668.42 j I.E. IN 2663.41 N STA 3+22.76 o STA 4+14.13 8.5' R BARRICADES. SEE SHEET 9 �/ EVC TVC 2674.68 TVC 2671.82 � 0 I.E. OUT 2663.31 PVI ❑ TVC 2660.72 _Ln_ 12"x 8" CROSS (2) 12" G. VALVES (N,S) (FLGxMJ) FOR CURRENT BARRICADE LOCATION � -4 / 9> N N E 4 � > (2) 8" G. VALVES (E,W) (FLGxMJ) 6 / 8"e w��F y �TFR VERIFYEXISTING TR° LOCATION TO MAINANDCOORDCOORDINATE WITH EES EWATER 2AND3SHEET / Q 0 5 5 CITY FOR ALL CONNECTION / 130 L.F. 8"0 WATER 109 L.F. 8"0 WATER ;n_,.J REQUIREMENTS PRIOR TO CONSTRUCTION. / P . Tsx so 6> - 757• W W. CONTENDER DR o 05 5+ ° - N W 2 5 9,. 4+QQ `O `� W Z o ® KEY MAP / PC:5+16.86 0 5 o v� o / SSMH C2 S STA 4+86.76 J S tO DES SSMH Q TVC 2671.82 EVC o m 5 `° `0 w ! C1 a N o SSMH A2 N ! J a 1 rn °r' y SEE SHEET 4 4 \ + N F o N 2680 J 2680 16 STA 5+60.46 \PT \ \ / STA 3+22.76 0 0, an N � j N TVC 2678.82 O I STA 3+80.85 �/ PT PVI ❑ TVC 2660.72 N J� � , U o n - - _ _ _ a � N `dry \� / TVC 2663.63 28 ! - 0 0 a0 lC7 lf7 It �� 0 a �' I� 6 xJ�i -co a hn �' v �� n m � o i- I o / .0 STA 3+12.90 TYPE I C.B. �! 1 V V r L N�c `�' a �n N �r e n-� A N `�° A �/ ctOv cCOo a W/ 1.0' SUMP ! n Q 2678 Cu �"� cD \U + ^ N s(Dz = N?0 Q 267U `�° ¢ 15 v a �" a m TVC 2666.72 ~ f° 14 \ SD 1 TVC 2666.72 18 TVC 2660.34 STA 3+03.12� LE. IN 2656.93 END IMPROVEMENTS! I.E. OUT 2656.83 TVC 2659.60 I CALL BEFORE YOU DIG! CALL DIGOM INC. Ju PRIOR TO COMMENCING N m o Q o N mom - Q g» STA 4+72.83 PC I UNDERGROUND WORK ~ -zz (n Ul - W/ 1.0' SUMP TVC 2670.53 �"01Call 208-342-1585 before you dlg -0 v 0 c di 0 o I.E. OUT 2667.°° SEE SHEET 10 NAVD 88 DATUM 0 2676 9s� Y Z �o SCALE \ VERT.: 1" = 2' V N I PVI STA: 3+22.76 HORIZ.: 1" = 20' 2674 PVI ELEV: 2656.15 2674 O u 0 � K: 30.02 N LVC: 328.00 CD \Gw �w 2672 w' 2672 z a 'D 0 Cn o Cn w r-: CO00 J o�mco �� NATURAL GROUND ± N o ii � LLJ I �AT CENTERLINE Gi Lj Qo z 2670 ' zQ w= wz Ocn Q \ 00�co of W CIDO I{ = Q Q� J FINISH GRADE \ cn Ld o w J _J 2668 AT CENTERLINE \� �+ II Wl 2668 z J ~ > �JL'a 20 0 10 20 40 _ Q ww w U w�Q�ow--J \ \ W ~ z o o SCALE IN FEET W Q CD J N O (n � V 2666 12" SD 1 =20' 2666L CD 1 O O U 3 Z= 1 z d 0 12° SD 2664 I NJrn -0) mJrn _OOJpJc = o (D'D Ln E g o co co co co \ 2664 C V �9� N V) 03CNJ-H N O N� N 0 0I-\\\ J O O 0 Z U> 0 W O Z F� M�-LLJ > 0 \ 2662 z z z �~ LO 0 L, +WN "��oN _ O o 2662 0 Cn `" 0 Q nxw Il Ur�coNOz U) w z N z J p > 0 LLJ O \ Q 0 W �Q m w z Z 120 0 2660 Calm 2660 J_U can a� z i Z o 5�� 12" SD Q 2658 2658 m >O � 'a 0 ~ 6 4" I IN z 8" SLEEVE 2656 STOP PAVEMENT 1.0' SHORT OF BOUNDARY 2656 EXIST GI o 0 CONSTRUCT TEMPORARY FN DRAINAGE BASIN 1.0' SS1pNAL Ti DEEP, 3: 1 SIDE SLOPES off' 2654 106 2654 10692 C S0R`3s ✓2ME, COSVE� INSTALL 20 L.F. 12" � 2652 @ S STEEL CASING PER CITY OF MERIDIAN STANDARD Plans Are Accepted For Public Street Construction 2652 009 DRAWINGS SW1 AND SW2 Project No. PSC 18-86 Ci tamo ng jn1 in ng tY - �, r..dcrc:. t Jar _hc is Istcrcd H"Ir - .., Ill, )­1 he prr m h I +J ©0.40% c Drawn By EC 130 L.F. 8" 0 PVC SDR-35 r ,� a c r rrTr r 2650 p<< , r, �� r ,I I .. e k r, d _ri r ,r r.. r , , eit 2650 Date: August 24, 2020 LL WEST CONTENDER DRIVE 1 ��� cir�i7 Hi- r,T7 ii°,I;i.;i Sheet No. 5 6+00 5+00 4 00 3+00 5 of 13 DocuSign Envelope ID: FE031 FDE-D4B4-4C5F-AFF7-C684BC66AB3F SEE SHEET 9 38 37 / / -7 - - -� TVC 2B88.8s 1 1 m r M TRC 2688.64 1 ^ 1 ro m�J S rn // rn \ ��� 'n N� a N oo N a `n STA 8+08.77 STA 7+01.63 a `" N 2 rn o v~i a a ----------------J L N � � a PT EVC - / 'P TYPE IV C.B. 2B ,e PC O TVC 2688.24-------<o vo . > L N d I _ _ G'v • �, I STA 9+00.00 W/ 1.0' SUMP 0 �� _ �'Im TRC 2690.36 TRC 2689.99 I.E. OUT 2686.99 854 WATER STAp6+10.85 N PC J 4 •� APPROVED FOR CONSTRUCT I TVC 2683.28 + m h o N QLPE PLAN REVIEW I y of ti I N STA 5+74.24 These plans and/or specifications have been ® n n ® ® 3 2 1 BVC reviewed by a Qualified Licensed Professional W I -W _'O� 251 L.F. 8"4 WATER W 93 L.F. 8"4 WATER TVC W 2680.13 \ KEY MAP Engineer (QLPE) for compliance with IDAPA w I 9+00 + �� 8+00 7+00 ® PT:6+5 .46 ® 8 »H (.F 58.01.08 and 58.01.16 as allowed under = I U) I - 7� o h - o SSMH C4 W. CONTENDER DR WAIF n h SSMH C3 o Idaho Code 39-118. If construction does not W S. S S N V commence within twelve (12) months of this W I M ° `� 9 ® o° °� � . ® 157• 5 approval date, plans and/or specifications U) I - S 6 7 / must be resubmitted for review. - - -- --- `� DO U °° STA 7+04.24 EVC 441 o«usgoca by: ry� �. 8/11/2020 ' STA 9+00.00 TRC 2690.36 STA 8+08.77 EVC TRC 2689.99_ \ J / d / O P TVC 2688.32 2� N STA 6+54.47 \ / 4 11621 �. m� .o STA 7+10.49 m o PT / it N 1NzE'L4lgeTn��er Lic. No. Date Q SEEPAGE TRENCH SD w \ / PC - TVC 2688.51 inLL a0 -1 ^o F-TVC 2686.17 _ co oo STA 6+10.86 ��(/ / 1 o No m Keller Associates, Inc. 208-288-1992 N0. 1 SEE SHEET 4 Q z z N / ® v / + m m N PC �(/ / `/ 24 �'s STA 7+99.48 D PT TRC 2689.95 TRC J o >�SD + 2681 7 0m / N a / TVC 2689.92 ¢ c� TVC 2683.28 �� / °I 16 N• STA 5+74.24 / 20 a CALL BEFORE YOU DIG! 0 10 20 40 CALL DIGOM INC. PRIOR TO COMMENCING E ° m E m o m SEE SHEET 9 17 �� BVC ��1 on TVC 2680.13 /�� ° UNDERGROUND WORK 208-342-1585 p v o 0 N N SCALE IN FEET Callneraeyoudlg.4 o v o v 1°=20 �v NAVD 88 DATUM � « u 3 Y SCALE v Z PVI STA:7+70.27 r`00 VERT.: 1" = 2' V �N 2692 o U PVI ELEV: 2690.27 � HORIZ.: 1" = 20 KEY NOTES 2692 + K: 22.05 + (D 00 N LVC: 77.00 N STA 6+41.69 6.87 R __ G w PVI STA: 6+39.24 8" 22.5• ELL (MJ) > > > > co PVI ELEV: 2686.22 a 0 STA 6+55.97 6.0 R o 0.40% a w w \ m m + o K: 20.29 + 8"x8"x6" TEE (MJxMJxFLG) 2690 z cn o w w o N LVC:130.00 N 6" G. VALVE FLGxMJ ( ) 11 1 O z w Q Cn z w O N 19 L.F. 6" WATER 6" F.H. ASSEMBLY CITY OF oUz » \ w w \ 3'099 J m » m SD-W8 & SD-W9 W OMERIDIAN o �QQ U ao O F co \ NATURAL GROUND r7 m 8" TEE FLG STA 7+49.15 6.0 R2688 ( ) z oO w AT CENTERLINE m (3) 8" G. VALVES (FLGxMJ) 88 26UU op SD PIPE I-_ N O L�J ww II�� r,'sN UODNw¢O 2EANDA3ESHE0ETES Qzz JL'J JH J nUw2686 GRADE AT CENTERLINE \ m< aN 2686=c w JFINISH 21 �- = cn Q x El- w o zowc� W W Q o- w J z CD S U ti I I 8 WATER �\ C E IDIAN - CONSTTRUCTION Q (n o Y 00 o N CD c' 2684 W o 2684 CF 1 cS U _ CD = I `93 ese p ans an or spec) Ica ions ave een revlewe or comp lance Meridian City Standards Specifications. This does z z LL XO z � o 09 with and review not U) I relieve the owner, engineer, or contractor of the responsibility to design Lul and/or construct those facilities in compliance with all current applicable LLU i \ I --federal, state, and local laws, rules, regulations, ordinances, 2682 U) development agreements, specifications, orders of approvals, all of 2682 C4 City staff shall not be construed as approved unless specifically I addressed in writing by the City. Any proposed revision to these plans Z must be submitted for review and compliance with the Meridian City W O ` Standards and Specifications before said revision is constructed. Z > O 2680 264 2680 0 Codee-Kraus6 P VC (n SDR_35 Date Aug 972020 1.94 9 0 W 4" PI IN m O 2678 8" SLEEVE 2678 w U) Io Z H ti Z + 0 . J Q 2676 ' 2676 m U) F a z I� w �< 2672 i = 2672 8,. °L w I W SS\ONAL FN O ISO �'�s 2670 I 2670`�` 10692 � 7p 009 9TF t op Plans Are Accepted For Public ✓�yr. COSVE�� 2668 Street Construction �, Ens th, o;- . r fhe rl �m i �?�t 2668 Project No. RSC 18-86 1 �n� .r� a� �_ n_s� r, ,F«if- 1 �t I;�=1� no,�1 . Drawn By: JEC )P, �,] <I,11�11 I[- Ph, �r h��, .,, Ph r, u� D� � -.,,I CFI-.z o-F 2666 104 L.F. 8" 4 PVC P g ;terec 1 e° cf 2666 Date: August 4, 2020 VVV SDR-35 10.00% v I 9/28/20 WEST CONTENDER DRIVE Sheet No 6 9+00 8+00 7+00 6+00 6 13 of DocuSign Envelope ID: FE031 FDE-D4B4-4C5F-AFF7-C684BC66AB3F \ APPROVED FOR CONSTRUCT 35 2sgo 36 � N \ A QLPE PLAN REVIEW o \C o A These plans and/or specifications have been e ry A - _ _ _ _ &j I reviewed by a Qualified Licensed Professional - w o 9 26 37 1 1 Engineer (QLPE) for compliance with IDAPA O o \ AdA10 JN 38 58.01.08 and 58.01.16 as allowed under j 1 0 1 Idaho Code 39-118. If construction does not N N6 commence within twelve (12) months of this Sp p40% M o ono' J U7 o_ + e°o . N I approval date, Plans and/or specifications ,Ox m N � � � � J < 0 L _ must be resubmitted for review. \ TA R�26ss01 < N S, 9,, 9 � N a- 1 oa"s�e"ea by: KEY MAP 34 & STA 10+18.29 6,'ox / � © PRC 1 �? _ - h. 11621 8/11/2020 0 �'-• s i TRC 2690.83 i1"NII r Lic. No. Date .01 yLo Keller Associates, Inc. 208-288-1992 KEYIV�7 r� �IES a J 20.0' CITY OF MERIDIAN 0 20 © 41 L.F. © 6 n 4 WATER co N 1 y 8' 0 WATER 251 L.F. 8' w �° WATER EASEMENT 1 o 0 17 L.F. 8"0 WATER W- PC:10+16.57 W. CONTENDER DR _ -W- (6 9+00 1 w �� 1 STA 10+00.56 6.0 R 8%8%6" TEE (MJxMJxFLG) O1 4 T SSMH C5 1 = 6" G. VALVE (FLGxMJ) mt 172 L.F. 8"4 WATER © © 10+00 �o m } 1 U) 19 L.F. 6" WATER � © W STA 10+70.20 W S S S 1 W co in 6" F.H. ASSEMBLY CITY OF MERIDIAN SD-W8 & SD-W9 0 0 V v m GB 3 �40 w N 1 F- TRC 2691.30 -- _ 1 Q2 STA 10+37.41 12.00 R 8" 45- ELL (MJ) m p E _ N Q E v m o T o , �o� 1 1 �3 STA 10+52.09 10.12 R o5 > m° STA 10+16.57 rn co 1 8 " TEE (FLG) v N _ EXISTING \ 20.0' CITY OF PC/GB TRC 2690.83 rod I 8" 45• ELL (E) (FLGxMJ) (3) 8° G. VALVES (FLGxMJ) -o v 0 O m vi a MERIDIAN WATER EASEMENT SSMH © S. C6 / o^ �L I ¢ ® STA 10+79.00 167.77 R N a 3 STA 10+85.332 Of/ rn N CONNECT TO EXISTING G. VALVE w 3 33 PRC 2692 TRC 2691.75 M� 3 I N a I Q5 INSTALL "NO PARKING FIRE LANE" Y W Z 0 a p s STA 10+87.41 + 0, PT a PER APPENDIX D OF THE 2015 IFC. NO OTHER SIGNS SHALL BE o () oN �I w 0 0 TRC 2691.82 APPROVED. STA 11+04.30 + ,= PT too E o 25 24 © SEE WATER NOTES 2 AND 3 SHEET 1 u C TRC 2692.05 N III IWl 6.0' r 6.0' 16.E 16.5' 32 3.5 23.5 L- ? ----------- ----- 2692 ------- - - - - - --11 20 0 10 20 40 • CALL BEFORE YOU DIG! CALL DIGLINE INC. o ~ o t- z 1 ____ ____________ SEE SHEET 8 SCALE IN FEET PRIOR TO COMMENCING UNDERGROUND WORK �1 w m n CD a _ 1 =20 C`� dig. 208-342-1585 o w w o z o w � z � o w NAVD 88 DATUM z tom- zoz wQ=Cn SCALE o �z� w¢ �¢�� Nz N LO -J ter` r` VERT.: 1"=2' - W ¢ CDJ -�� 2696 co co HORIZ.: 1" = 20' 2696 ow z cD co p,j r7 r7 O N N co O 00 cD^^N O N N n O � + O� _J Q= J Q w U >_ d w w �w Q U o-J c� + co D 0) r Co o N N II N (� r,� E IDIAN - APPROVED FOR w Q z o o= o o _ N z z O un + o 00 � �` D a II NATURAL GROUND �/ CONSTRUCTION �' o(n q. J Y w N o 2694 U) Q z z z N z z O - - - N Q > > > 1.40% z z z C > > a w AT CENTERLINE These plans and/or specifications have with Meridian CityStandards and S e p been reviewed for compliance 2694 CD 0 0 = w O ~ z LL C) ifications. This review does not cn n� relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in cory pliance with all current applicable 0.40% federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of 2692 which the City retains the right to enforce. Inconsistencies not noted by 2692 CV FINISH GRADE City staff shall not be con tiu�da�apituvuduiiiessspeL;ifiL;aiiy addressed in writing by the City. Any proposed revision to these plans d AT CENTERLINE 4" PI IN must be submitted for review and co pliance with the Meridian City z 8" SLEEVE I Standards and Specifications before said revision is constructed. Z w �O > 1 + 2690 Name Codee Krausch 2690 0 E - Date Auq 17-2tI Cn 0 1 r T 1 cfl 0 w cn 0 �� i w w o 2688 2688 WATER 1 ct w ~ 2-7 + I z O w U Q 2684 55 L.F. 8" 4 PVC 1 2684 i SDR-35 0.40% m � c I 1 1 F a z 2682 264 LF vu SDR-35 2682 p 1.949' L �SSGONA RFy% 2680 2680 10692 9T o op ✓/MF Plans Are Accepted For Public COS���� 2678 2678 Street Construction D temr ng e 1 n irq tl-= rr- -ee la-s. the = g,te-d Project No. PSC 18-86 E 7- h tlsP:-t t o the cons -fcrrn to cll i,tnct ' Drawn By: JEC r l J: rJ rJ ari r r ch;:. -r t_cl- �ri rye -,�1 I, -I n � 1[I,-:e 2676 r of tr-,v� pi r let h c; r el„ve tee t C 2676 Date: August 71 2020 . �_ _� Ln: _ .I- , � Iht - DY DaT_, 9/28/20 Sheet No 7 WEST CONT NDER DRIVE-UNTYH13-',tYDl-T:r_T 11+00 10+00 9+00 7 of 13 DocuSign Envelope ID: FE031 FDE-D4B4-4C5F-AFF7-C6846C66AB3F SHEE_T_7 _ _SEE STA 9+99.13---23.5' ---- 23.5'----- .04, 1 rn + PC TRC 2690.74 16.5' 16.5' 6.0' + rn '� m a 6.0' o o 25 26 27 a Q L------ N - 28 ,N�� �� - Cn ��� o 1 1 1 + � �� APPROVED FOR CONSTRUCT o STA 10+18.2s O• o u, •- STA 10+16.57 STA 12+04.91 a vi / n TRC 2690.83 a PC/GB TRC 2690.83 N Pc TRC 2693.46 \ QLPE PLAN REVIEW > N n u1 n m + / These plans and/or specifications have been LL o / \ \ reviewed by a Qualified Licensed Professional N FON I�NI \ Engineer (QLPE) for compliance with IDAPA J c a L J + / \ �`ti� n SSMH STA 10+87.41 PT af v) N a U 58.01.08 and 58.01.16 as allowed under Idaho Code 39-118. If does KEY MAP / z of STA 12+26.91 construction not °= C5 w 20� TRC 2691.82 u) 0. PRC N V commence within twelve (12) months of this 36 (n S TRC 26924.00 o approval date, plans and/or specifications o o `J' f �9 a0 �N must be resubmitted for review. N ! 250 L.F. ,n „� 8"0 WATER N � 0 1� DocuSignedby: 1 O W W WH(6 W I 11621811112020 I PT:10+87.41 S. HUMILITY PL. 00 13+00 1 N� o• 6.0 2.4% t1PE,Ea1&1"@er Lic. No. Date % J 11+00 STA 12+66.01 I Associates, Inc. 208-288-1992 �- mKeller NSSMH i x59. N0 ON 3 C6 S STA 11+04.30 $S iO to 7-tO RADIUS PT PVT 2694.98 Q3 $S STA 13+14.01 '�--�C o V m i g'(P 6gN• 2 01 o ^I PT TRC 1i <v p°I^ SSMH C8 Hp �R C o= r 2692.05 g% Nam/ �- ,y. / / TRC 2696.25 v p E N E E N E �� 20 D 10 20 40 ° .5 m = V Q' STA 10+85.32 PR n w STA 12+26.91 PRG v m 'u , o \ vv TRC 2691.75 w `'� a0 'o. o� r'1 n O m „t A �" TRC 2694.00 /4 KEY NOTES SCALE IN FEET ii,=zo� " ^' � v v o 0 Z m / o N ��� V 0 �� / m a N ! �1 STA 12+98.86 6.0 L Y w 3 \ h' ,� 35 x �q rn J c� I�oI \ 1 \ 8" 11.25• (MJ) 8%6" REDUCER (FLGxMJ) 5 Y .� Z 0 / m -i O1 m V ) r 6" G. VALVE (MJxFLG) c o / �V o co I � - / �n ) 24 L.F. 6" WATER � 61 N r o o � i 6" F.H. ASSEMBLY CITY OF m i 29 N MERIDIAN SD-W8 & SD-W9 > 0 - N 31 +J'�' ro o +� N INSTALL "NO PARKING FIRE LANE" o 32 `�- o' "'„�� PER APPENDIX D OF THE 2015 IFC. ¢ O 33 1 1 a 30 rn N N < NO OTHER SIGNS SHALL BE APPROVED. 34 `� o 3� SEE WATER NOTES • CALL BEFORE YOU DIG! w ww z o 2 AND 3 SHEET 1 z cn o�w / / ® STA 10+46.04 19.30 R L DIGLINE INC. PRIOR TO COMMENCING cn LL w m n 8" 90• ELL (MJ) UNDERGROUND WORK cD > a o _ Call iyou dig. 208-342-1585 o m m a z o w 1 n ~ = Q NAVD 88 DATUM z a cn zoz wQ=�L" 0- o APPROVED FOR C E IDIAN SCALE o z w Q < ¢ `o O + � - iVI CONSTRUC ION VERT.: 1" = 4 z v o 2698 u7 0 � rn N HORIZ.: 1" = 20' 2698 J Q o I These plans and/or specifications have been reviewed for compli nce = -j U o N +� ¢ II with Meridian City Standards and Specifications. This review doe not �_ a w o v U rn co relieve the owner, engineer, or contractor of the responsibility to esign wow ¢ a w o o w and/or construct those facilities in compliance with all current app icable ¢ oz = N g a �> 0- w federal, state, and local laws, rules, regulations, ordinances, Uo ao O J Y 2696 + Cr) - Z development agreements, specifications, orders of approvals, all f (� 2696 o a o � o w O ao o / which the City retains the right to enforce. Inconsistencies not not d by � � II N y staff shall no e construed as approve un ess speci ica y z z � C) z ao addressed in writing by the City. Any proposed revision to these Tans N oc) II i must be submitted for review and compliance with the Meridian City - o U) > Z 40% Standards and Specifications before said revision is constructed. h Lq J o' o � o)2694 c0 N `o `o r1 > 0_ Ld Ld Name Codee Krausch 2694 (o in o w w o N N co N 0 0 co ����� FINISH GRADE-� e up 7ZQZ N N N 63 v � AT CENTERLINE O co N� N O+ 0 Z II c�o0�v� =�c,4 �<�»> 1.40%77 - Z 0 W 2692 > _ N Z z o Ln u - - - _ _ 2692 Q J w- _ D_ w cn cn e- z_ z_ z_ cn o NATURAL GROUND > 0.40% - - - AT CENTERLINE _ o m H 2690 2690 J W 8„ WATER J Of N 2688 2688 m F a z 2686 ©1.g8% 2686 Pvc SDR 35 21� L.F 8 0 L �SSGONA RFy% 2684 55 L.F. 8"4 PVC 2684 SDR-35 @ 0.40% 10692 �5114/2� 9T a op ✓2MF• Plans Are Accepted For Public COSVE�� 2682 Street Construction o-, F 2682 Project No. RSC 18-86 Ear, _r .r rF C-: Ict tF plcn L l rrr •tl to, I L - an: sia dadr 6 r,,;t be ftcifica - o �r � ` L rn C ir��t o r �. pt., ��FI Drawn By: JEC 2680 P , �_� �1 ct �� , d�l i 2680 v 9/28/20 Date: August 4, 2020 SOUTH HUMILITY LACE ��_ 11111, � 7 Sheet Na 8 10+00 11+00 12+00 8 of 13 1 O SEE SHEET 12 SEE SHEET 6 m 19 N + N + J m 20 a J 1 TVC 2488.24 N 17 \ C�%y v 4, , Cn .30 STA 18 268g \� C.B.mSTA MP TVC 8 ,Q TVC 2688.51 \ rn "' 9+79.56 27.84 L.68 ---2 \ STA 7+99.77 m2683.00 PRCm I 42688'5C5/,69 STA 6+75.47 STA 6+90.4'O' BVC P \ V PT/ BEGIN CURB TRANSITION m 0 rn a N Io: 0) N I On TRC 2691.11 + q o TVC 2687.74 TVC 2688.2p \TYPE C.B. _ _ _ _ _ _ V STA 5+94.72 34.50' L ��y�' W/ 1.0' SUMP a c� rn GB TVC 2689.92 v~i a LOG 2685.23 20 I.E. OUT 2686.92 v~i° 10 0• ' o a VC STA 7+10.81 o \0 \ � PI STA 6+21.56 STA 6+90.47 o� PVI STA 6+75.47 LOG 2688.17 BVC PTVE TVC 2688.85 } \ STA 9+57.56 STA 10+66.66 GB \ o LOG 2685.87 LOG 2687.71 STA 7+03.03 LOG 2688.411 \ 2686 \ 4 301 L.F. 8"0 WATER ® PC TRC 2690.74 ® ® TRC 2692.67 o \ V 6+00 _ 7+00 I \ �� \ 8+00 W + 9+00 W 10+00 W ' 1.25� N rt srA s+15.ss 1 STA 7+09.03 S. VOLUNTEER PLACE 0 0 v LOG 2685.79/ - - LOG 2688.72 SSMH C4 co $ s S R4 8.0' m V ro / / Q STA 6+21.56 LOG 2685.87 STA 6+75.47 BVC o STA ! i ?- 4 4 STA RADIUS 10+18.66 PT m / LOG 2687.71 2688.43 LOG 2688.48 � 0� SSMH D1 PVT 2691.57 Q o N o / / 0 0 8" PVC STA 6+90.47 STA 7+10.47 '��° _ v'o m I 1 1 C-900 PI SLEEVE PVI LOG 2688.17 PT TRC 2688.64 w o Ld e° °° ° STA 7+99.48 PC N rn o 0 (0 0 STA 9+57.5C PC n' N STA 9+79.56 27.84 R4 PRC v = v m vi c y o 2686°° �p U 2B°, TYPE IV C.B. M + TRC 2690.74 TRC 2691.11 u' m v 3 STA 6+75.47 W 1.0' SUMP / -t m + °n°"� m r U 1 L` �YPE TA 6+14.97 IV C.B. BVC STA 7+05.47 TVC 2687.74 EVC � N TRC 2689.71 LE. IN 2686.85 ctD.i a + N °DNa ¢ N F -i ^ �' m �/ .Z ?IT / 1.0' SUMP - \TA 6+90.47-BEGIN CURB Q- I.E. OUT 2686.75 N < Q + tD 01VC 2685.67 0°j PVI TRANSITION \ �' TRC 2689.95E. N OUT 2683.80 TVC 2688.20 TVC 2688.55 vv O110 24 1 1 1 N v 39 COMMON LOT 23 22 v 0 TRC 2689.99 SD FRq I I I 1 a - - - - - - - - - - - - - - - - - SEE SHEET 6 }�fN ��� I KEY NOTES o CD SEE SHEET 11 - i ��oCnwQ 1� STA 10+50 6.0 L - 21 I . C/-) \� 8 45 (MJ) t w m m o> m w � 8"x6" REDUCER (FLGxMJ) ' J RAC w w O = w ~ 6" G. VALVE (MJxFLG) D- 25 L.F. 6" WATER Q cf � < 6" F.H. ASSEMBLY CITY OF CALL BEFORE YOU DIG! to MERIDIAN SD-W8 & SD-W9 20 0 10 20 40 ' LTOICOMMENCING ¢ Cn 0 2-32 L.F. 4" CONDUIT m O (0 PRIOR o z 70 L.F. 4" CONDUIT KEY MAP SCALE IN FEET o UNDERGROUND WORK w o r '"°"""''' 208-342-1585 Callnelaerwiala w Q o¢ m U = Q D" ® SEE WATER NOTES 1"=20' 00 (0 o+ N t N - ~ z c..> ow w -J o � w J 2 AND 3 SHEET 1 L6_ . O �� N NAVD 88 DATUM w j Q� 0- o II J ID _ N O Q ~ w 0) 0) 6) N > N > SCALE w Q U w MD N coNE? w �Q000?v> PVI STA:6+90.47 0 r� rn w w VERT.: 1" = 4' o ( J Y 2692 PVI ELEV:2688.34 K:22.71 0 + a 00 O N < II N> HORIZ.: 1" = 20' YCD 0 0 LVC:30.0 + 0; I co u N rt 00 II ID NATURAL GROUND > 1.25 0 o U 3= = � CL C) ~ r- r- � I N II N N II AT CENTERLINE a w II II N / r, 00 O 00 +° +° w w �� II > J N> �w -----0.65% a y 2690 (D N N _ .> w_ a w w _ mow- --- ------� -� 2690 UU L'i� i aw p0% -2.00q 1.73% ___-- C 4 U m w p8% 2 m 2 FINISH GRADE /O Z n �� AT CENTERLINE 41 Z LLJ 2688 - -- / corr 2688 0 Q 0 0 + r co 00 ^ � U =O � (0 (0 (0 (D N N N N �_ L co+ LC) 00 11 N / P >0 0 W z , 2' SD 2686 N > Q " 3.�0% z 2686 u) z >JN> a w j J w n g" WATER LLJ J a -2.009 Z 0 2684 2684 m v) FZ a z 2682 2682 L �SSGONA � LID 2680 2680 10692 288 L.F. 8" 0 PVC SDR- 35 @ 0.74% rF o E �o ✓IMF• Plans Are Accepted For Public COSVE�� 2678 Street Construction 2678 � s.em- -p- 1 .he irp-rr FI(n,, R ;-�� e- Project No. PSC 18-86 Eng,°ccr nci- the C--n-t _mt the pic,confom t c C3: ct Drawn By: JEC nop 1 t, fhe t t +r�t�-� - - anco 2676 iplc he f the pste( � -nt thcept It 5 2676 Date: August 24, 2020 w-, SOUTH VOLUNTEER PLACE UNT --H . -1`71ToAe10/5/20 ^ Sheet No. l , 6+00 7+00 8+00 9+00 10+00 9 of 13 DocuSign Envelope ID: FE031 FDE-D4B4-4C5F-AFF7-C684BC66AB3F SEE SHEET 5 t D FOR Q �E 1_ 1 ANT v CTION 7ONSTRUCTION These plans and/or specifications have been reviepliance 2662 SEE SHEET 4 Meridian City Standards and Specifications. Toes not FOR STORMwith 17 18and/or 2662relieve the owner, engineer, or contractor of the reto design 6DRAIN DETAILS construct those facilities In compliance withpplicable 0 federal, state, and local laws, rules, regulations, ordinances, N 0 rn n O o development agreements, specifications, orders of approvals, all of m ? + mo which the City retains the right to enforce. Inconsistencies not noted by City be TVC 2663.63 a v. © vi �, + u� N -� > staff shall not construed as approved unless specifically \ _ 9, STA 1^ addressed in writing by the City. Any proposed revision to these plans be for Meridian City �„ 0 _ STA 5+55.00Of a L5+40.00- - - m ~ must submitted review and compliance with the 2664 _ _ J + EVC Standards and Specifications before said revision is constructed. �ry�' STA 4+71.65 T `� `v TRC TRC 2666.63 0 w Name Codee Krausch - - rn TVC 2666.72 N 2666.73 1 W Date Qua » 2020 Ld 2 KEY MAP } v'OeO 7 1 o APPROVED FOR CONSTRUCT W UJ 7 W W STA 5+84.96 STA 5+01.67 STA 5+25.00 o END IMPROVEMENTS 1 6+00\ O QLPE PLAN REVIEW These plans and/or specifications have been 5 U 266 6 4 PC BVC o TRC 2666.32 TRC 2666.63 TRC 2666.73 5+00 GRENZE WAY _ - t -' _ 55 \S KEY NOTES a N J reviewed by a Qualified Licensed Professional PVT 2666.66 i 1- - - PC:5+01.67 - - S �- 1� RELOCATE TERMINUS BARRICADES Engineer (QLPE) for compliance with IDAPA - _ - _ - STA 5+25.00 �0 ro 55 BVC � p' - SEE SHEET 4 FOR NEW LOCATIONS _cO 58.01.08 and 58.01.16 as allowed under _ _ 326g / TRC 2666.73 Mw Q2 STA 4+69.95 N 0 0 Idaho Code 39-118. If construction does not 8 1 3 ©, TYPE I C.B. W/ 1.0' SUMP commence within twelve (12) months of this TVC 2666.72 v i= approval date, plans and/or specifications must be resubmitted for review. S� � N 4+71.35 STA 5+01.67 STA 5+40.00 -0 , ti66 1 _ _ - _ I - - -STA 5+84.96 I.E. OUT 2663.72 SEE SHEET 3 FOR STORM WATER PLAN • E o N E E o _ N v o m ._ SEE SHEET 4STA FOR STORMPT SDrTIC DRAIN DETAILS + m PVI N - � END IMPROVEMENTS �3 STA 4+69.95 RCS C m '- 0"cu5i9netl bY' 11621 8/11/2020 $ 2670 TRC PC � - - -1 A 2666.72 TRC 2666.63 - - TRC 2666.73 - - - a c� - - <' 0_ STA 5+55.00 TRC 2666.32 TYPE I C.B. W 1.0' SUMP / TVC 2666.724 I.E. IN 2663.65 -O N .. O 0 o2Tsrfgirq®er Lic. No. Date EVC 2666.63 I.E. OUT 2663.55 SEE SHEET 3 FOR STORM3 20 0 10 20 40 Z -O aTRC Keller Associates, Inc. • 208-288-1992 670WATER PLANSCALE IN FEETv z ® 33 L.F. 12" C-900 ® 0.22% 1"_20' c 4 3 2672I 14 5� EXISTING SEWER SERVICE. o V 61 N Q I CONTRACTOR TO FIELD LOCATE CALL BEFORE YOU DIG! 0 26e,2 © EXISTING WATER SERVICES. 0. i7 1 CONTRACTOR TO FIELD LOCATE CALL DIGLINE INC. PRIOR TO COMMENCING SEE SHEET 5 70 SEE WATER NOTES 2 AND 3 SHEET 1 Cat � �dla UNDERGROUND WORK 208-342-1585 NAVD 88 DATUM o o ��� Cn woN ww m�� SCALE CD Co 2- o��-2 VERT.: 1" = 2' z B_ o Q PVI STA:5+40.00 2670 0 `0 PVI ELEV:2666.93 HORIZ.: 1" = 20' 2670 a z o z 0 0 0 0� K:20.87 rn V L_, Q z r� 0 N n v N 0 10 0 LVC: 30.00 0 O do r- oo Q r7 + + c0 QD + r7 + Lo c0 � Lo 0 un 1�f7 + w Q U7 U = Q _' J CD co II N 0 II N N� +co 0 ~ zid( �J 2668 II " II II C � II FINISH GRADE + AT CENTERLINE N n N 2668 > w w II N II N nw UU w Q II Q J 0 = Q x > NN LLJ > > > >>> M WW m vw> >w ww oJOU a-W J CDJ 2 W % -0 zCDn 9 .% - 45% wCD~SCD O2666 Z CD C) I Z d Z CD PIPE NATURAL GROUND 2664 AT CENTERLINE 2664 CV I I I I I I Z 1 1 z g I Z 2662 LO 2662 o Q -- - fi -- cn EXISTING WATER MAIN 11 --- - - - - - -- - - - ---- m 2660 2-72660 LU u) Of w U, I I 11 11 I I Z 2658 1 2658 m 1 1 FZ a z 2656 I I 2656 I I I I I I SSyONAL FCC 1 I / £B 2654 2654 10692 1 �5/4/2� vle o P v°p- ✓�yf. 2652 Plans Are Accepted For Public Street Construction 2652 COSVE"� - - - - - - - - - - - - - - - -- J F f, �, Project No. PSC 18-86 -_----- ---- J----- EXISTING SEWER MAIN ------ r o- o-� II I s �, r 1 a I- Drawn By: JEC ------ - - - -- ------------- ------------� LJ r I � p YeJ rl [ -a r r q r E - - - _ -� 1 h a t pla h sf cr J__s cot _ _ N c 2650 ----------- P.I brad F ins of ra p,r iI l ,. Date: August 4, 2020 - - - - - - - - - - L � SOUTH GRENZE WAY 6, ��-� ��28�20 ;;(AIN" IIGII I I`, RCI Sh20t No. 10 5+00 6+00 10 of 13 DocuSign Envelope ID: FE031 `DE-D4B4-4C5F-AFF7-C684BC66AB3F 0 2+00 3+00 4+00 6+00 1 26ag 5+00 W. VICTORY ROAD STA: STA: 5+2476 PVT: 5+78.15 17.00 R 2684.87 ti 1 cq 2690.45 2690.43 --------------------------------- 2688.83 ----------------------------- 2688.17 2687.46 17.06 R 2686.23 --- 2685.03 2683.15 ---------------x------I� p o PVT: 2686.15 ------------ - EP- -EP- GVL EP- GVL- -- EP -- -EP- -GVL -GVL- -GVL- EP --- I a� STA: 1+07.97 STA: 1+40.00 -- �-17.00 -- - STA: 2+50.00 - -- - - _ STA: 3+50.00� STA: 4+50.00 - - - - - - - - - -- - - - -- w TVC 26856 STA: 6+31.74 1 = 17.00 R R 17.00R 17.00 R-- 17.00R PVT: 2688.02 \ I �686 17.00 R PVT: 2690.40 PVT: 2690.37 PVT: 2688.64 PVT: 2687.40 PVT: 2683.06 i w 0 s \ o / o � LU 0 STA: 1+07.97 STA: 1+40.00 - - - - - 4- - \ ' / 1 STA: 2+50.00 STA: 3+50.00 STA: 4+50.00 1 SWK: R 31.00 R STA: 5+24.76 / SWK:2691.00 SWK: 2691.00 31.00 R 31.00 R 36.00 R 36.00 R CONDUIT - SWK: 2689.00 SWK: 2688.50 SWK: 2687.75 SWK: 2687.34 - -� 1 I 40 l BASIN WEST SEE SHEET 4 SD TVC2685.68 TVC SD ( 1 \------ _____________- 2685.68 J CONDUIT I CONDUIT PI PI PI PI w PI - 26g0 QU o J J 37 I 38 1 1 39 1 - 1 E m o 35 J\ Jt 36 1 m 4 - - V5 p o 0 SEE SHEET 9 �.A 0 Y s ACHD PAVEMENT REPAIR NOTES ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, `p w Z FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL. ALSO REFERENCE I.S.P.W.C. SD-301; ACHD SUP. DWG SD-303; & DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. S o V 61 N ACHD SUP. DWG SD-806. S. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING - 0 1. ALLASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL BYTHE DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. U TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED J �1 BY EQUIPMENT DURING TRENCHING OPERATIONS. 6. MATCH EXIST. STREET/DRIVEWAY SECTION OR USE THE FOLLOWING FOR W. VICTORY ROAD (MINOR ARTERIAL): SP-3, 0.50 INCH (1/2") MIX, � 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE PG-64-28 THREE INCHES (3") THICK, AS A MINIMUM WITH 4" OF 3/4" Mll TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE BASE AND 26" OF 6" MINUS PIT RUN. WHICHEVER SECTION IS GREATER ROADWAY SURFACE. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MUST BE USED. ^� • CALL BEFORE YOU DIG! CALL DIGLINE INC. z O w ~ CDw n U � O N MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. 2O KEY MAP O 1O 2O 4O PRIOR TO COMMENCING w w w m 0- MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL UNDERGROUND WORK CD w a U LANE. SCALE IN FEET �3 helo�reyouAlg 208-342-1585 w o z a ~ 1°=20 z = Q NAVD 88 DATUM to z z wQ=C,>_LLJ o �z� CD < SCALE w Q z U = Q O J VERT.: 1° = 2' � z w w J J 2694 HORIZ.: 1° = 20' 2694 Q w � C� au O O = C 5; C '< O O O O r Z O- ULLJ J zoo = 0 + O + O Q CD J N O II N II N CD w N O w V 2692 II (D 2692 o � II , v1, Lo co E �� z 0 1 J i J + p00 N 0 a- w d w (O O 2690 - -o.oa�_ - _ II N IILo O O 2690 _ _ > N J EXISTING PAVEMENT N r° o w w AT SAWCUT LINE n Z II + Q0Cn ----------o.s2%-- o co 2688 �w �" � 2688 o6 cn o w fir 1.gXq_ w N 0 � O FINISH GRADE AT 120 2686 EDGE OF PAVEMENT Q o II 0 2686 O (=)07 0� - 2.399� J > M O �v w �� l u./ ^ J w UO N Z i 2684 \,33 N > 2684 w 8g_ � J 00 U, \ Cl- w 1 � 1 CV _ � a z w 2682 ; 2682 1 = 1 U) SS\ONAL FN 2680 1 U) 2680 10692 2678 Plans Are Accepted For Public 2678 1 Cos Street Construction B trrpng cnJ si dirg tl . prover il­, the Lstered Project No. PSC 18-86 JSt' ct HF t i,c a on -. fc -n tc ,II DI=_trld Drawn By: JEC �r d i` J' I ]I- 1 evlou,l ..F_r ed ty -..< 2676 t tF -rpr rt Plons t t t _t� t ��: r I - he 2676 o(cd Er n ", -,° I[ lito Date: August 4, 2020 E o T- 9/28/20 Sheet No WEST VICTORY ROAD 1+00 2+00 3+00 4+00 5+00 6+00 11 of 13 INSTALL 5' WIDE ASPHALT 6+00 STA: 6+31.74 198 R STA: 6+75.00 0 17.00 R 268119 7+00 2675.75 W. STA: 7+50.00 1675. R VICTORY ROAD 8+00 2670.00 STA: 8+25.00 1669. R 9+00 STA: 9+00.00 2665.00 1664. R CONNECTING PATH 2660.82 STA: 9+67.24 10.00 R o END 4" WHITE I � I PVT o 2683.06 � N PVT 2680.87 � PVT 2675.54 PVT 2669.50 PVT 2664.44 N a TAPER LINE -_ n _ - -BEGIN 4' WHITE- TAPER LINE - - -SAWCUT----- 2680_94- a --------------- 2675_64---- o SAWCUT-------- 2669.67 ------------12664.63= SAWCUT-- ---2660.63 o I Vt.-STA: 9+67.34 O w �- EP- - - - --- --------- - -EP - -- -----EP- -----EP--- "'-----------o- --EP "' 17.00R o W I ROCK CHECK DAM W/ ROCK CHECK DAM W/ ROCK CHECK DAM W/ GVL- - -M- - - PVT 2660.45 2.0'x 3.0' SAND WINDOW _ 2.0'x 3.0' SAND WINDOW _ _ 2.0'x 3.0' SAND WINDOW- - _- - _ _ _ _ _ _ INSTALL TYPE III TERMINUS > Cn I (UPSTREAM SIDE) (UPSTREAM SIDE (UPSTREAM SIDE) BARRICADE WITH SIGN THAT N w I - - - -- - - - - - _ - -STATES "THIS ROADWAY TO LU I BE EXTENDED IN THE FUTURE" C0I - - STA: 6+75.00 - STA: 7+50.00 - - STA: 8+.00 - - STA: 9+00.00 � INSTALL TYPE O STA: 9+52.66 KEY MAP R 31.00 R 31.00 R 31.00 R �C^ 31.00 R II TERMINUS 31.00 R i -SWK 2682.20 SWK 2671.00 66 SWK 2665.70 �'6 SWK 2676.75 1, �� BARRICADE SWK 2661.00 SD BASIN EAST SEE SHEET 4 1 8 o % s �s 7 �, N W KICK �a / _-- o I ---- r, a �, -- PLATE - -`�--- Z MDUIT TOP OF EXISTING C-) �Z PI - c'�, P PI CONCRETE BANK \ Q ROCK CHECK DAM W/ � F- - - 7 - 2.0'x 3.0' SAND WINDOW d � (UPSTREAM SIDE) O1 ww Ld z �s8 2 3 4 5 6 _ o o o > vo� boo o �l Jovo �v o Z aj 2 0 NOTE:�,+� � a 2686 p 2686 ROCK CHECK DAM TO BE ANGULAR RIPRAP, L u 3 tF 3 + n 6"-12" NOMINAL SIZE WITH NON -WOVEN c 0 0 QQD FABRIC PER ISPWC SECTION 206 AND 2050. 20 0 10 20 40 Y v Z II N MINIMUM 0.50' DEPRESSION, 10 FEET WIDE () SCALE IN FEET UP 2684 ,3 < II p� CD 1"=20' NAVD 88 DATUM > 3 eg_ _w \ o w + C) /O�yyu LL \ oo SCALE II N \ VE 1" = 2 0 z 2682 \ �S II U Z..: HORIZ.: 1" = 20' 2682 C, z O o 669 w o�wQ > J /Z w O N \ D w W w m L = ACHD PAVEMENT REPAIR NOTES o-= zoo w ����=Q O Q 2680 \ REQUIREDDITIONAL 11U 2680 O Q a PAVEMENT REPAIR BEYONDTHELIMITS SHOWN ON THE PLANS. THE z cn w FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY � Q = z \ MANUAL. ALSO REFERENCE I.S.P.W.C. SD-301; ACHD SUP. DWG SD-303; & U7 O Q u7 O ACHD SUP. DWG SD-806. = Q = J \ O 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL Z Cw-) U O J J 2678 ' 7 - Lo TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2678 w > J w Q � � � a- U �9 r- o- \ II N 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE ~ EL w m z = <c U \ TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE L�j w Q CC w J CD II ROADWAY SURFACE. Q = ? CD J (n W 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE U w O Ln V) U 2676 \ w MATCH DHOES NOT FALL IITHIN THE EL PATH OF A LANE. 2676 C) 00 ' O MATCH LINE SNE N THEEN EREOR EDGE OF A ALL ONLY FALL RAVEL O U 11 C) LANE. Z z z 4. FLOWABLE FILL OR IMPORTED MATERIAL MAYBE REQUIRED IF THE I \ EXISTING PAVEMENT NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD �AT SAWCUT LINE INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. 2674 I 2674 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING C4 \ BY THE DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. \ p 6. MATCH EXIST. STREET/DRIVEWAY SECTION OR USE THE FOLLOWING FOR Z M FINISH GRADE AT \� O O � W. VICTORY ROAD (MINOR ARTERIAL): Z ti 2672 LU I W EDGE OF PAVEMENT � R9 N SP-3, 0.50 INCH (112") MIX, PG-64-28 THREE INCHES 13") THICK, AS A MINIMUM WITH4"OF3/4"BASEAND26"OF6"MINUS PIT RUN. 2672 0 cD ¢o a+0 O WHICHEVER SECTION IS GREATER MUST BE USED. 0 WI N w I II 0 \ 2670 W; a- w 2670 U_ o \ w Z +� I \ co \ 2668 2668 m p \ o W,s is9 a z o) O � 2666 Q� 2666 V)> J w \ONAL Plans Are Accepted For Public ,yreRFNc�ti Street Construction o`�SS 2664 2664 V � 0 -pir� ari, f . , F�t F��s. rre F_,sfe,ed tI < < _ that Ie I I '�� I �, � I- 10692 � 14�2� + p r Lp iF [ .. ,- ce r p f o, (0, `S Lr r , , t rr C ,f 1 , t I rohe ��-m Mf. 939 11 N a Era �t t' r L b _ COSV6 2662 < 11 \ > BY -TE 10/5/20 D: HICHV-Y LSTRC 2662 Ld Project No. PSC 18-86 Drawn By: JEC • CALL BEFORE YOU DIG! 20 66 CALL DIGLINE INC. 2660 VV PRIOR TO COMMENCING Date: August 24, 2020 UNDERGROUND WORK nbel ouala 208-342-1585 Call Sheet No. W. VICTORY ROAD 12 6+00 7+00 8+00 9+00 12 of 13 DocuSign Envelope ID: FE031 FDE-D4B4-4CSF-AFF7-C684BC66AB3F INSTALL 5' WIDE ASPHALT 6+00 STA: 6+31.74"SA 19.00 R 268119 7+00 2675.75 W. STA: 7+50.00 17.00 R VICTORY ROAD 8+00 2670.00 STA: 8+25.00 17.00 R 9+00 STA: 9+00.00 2665.00 17.00 R CONNECTING PATH 2660.82 STA: 9+67.24 10.00 R o END 4" WHITE PVT 2683.06 PVT 2675.54 PVT 2669.50 PVT 2664.44 N a TAPER LINE --BEGIN 4' WHITE- LINEa - 2680_94- --------------- 2675_64---- o SAWCUT-------- 2669.67 ------------ 2664.63= SAWCU2660.63oTAPER t-STA: 9+67.34OLU 0 -----------EP--- -- - - -EP- -- -- -EP- ------------o- -- EP 17.00R o W I I CHECK DAM W/ ROCK CHECK DAM W/ ROCK CHECK DAM W/ CVL- - -M- - - PVT 2660.45 L = / -��ROCK 2.0'x 3.0' SAND WINDOW _ 2.0'x 3.0' SAND WINDOW _ _ 2.0'x 3.0' SAND WINDOW - - _ _ INSTALL TYPE III TERMINUS > C) I (UPSTREAM SIDE) (UPSTREAM SIDE (UPSTREAM SIDE) BARRICADE WITH SIGN THAT N w I - - - - - - - _ - - STATES "THIS ROADWAY TO W I BE EXTENDED IN THE FUTURE" U)I - - STA: 6+75.00 --- STA: - 0 STA: 8+25.00 -- STA: 9+00.00 INSTALL TYPE II STA: 9+1.0 KEY MAP 31.00 R 2671. R 3165. R �C^ 31.00 R r' TERMINUS BARRICADE 31.00 R i -SWK 2682.20 SWK 2671.00 66 SWK 2665.70 2-6 SWK 2676.75 c� d N m W/ KICK PLATE SWK 2661.00 SD BASIN EAST 1 6 60 c� \ s� o� co 1 G a o --- SEE SHEET 4-� / , N rn Q 7 - MDUIT TOP OF EXISTING n �Z PI PI CONCRETE BANK \ Q Ld I ROCK CHECK DAM W/ J r - - -I � 2.0'x 3.0' SAND WINDOW d (UPSTREAM SIDE) O1 ww Ld z �s6 2 3 4 5 6 _ o o o > vo� boo o �l Jovo �v o 0 Z 2 NOTE 'QI'+1 � a 2686 O 2686 ROCK CHECK DAM TO BE ANGULAR RIPRAP, L u 3 tz 3 + t"0 6"-12" NOMINAL SIZE WITH NON -WOVEN 0 0 O QD FABRIC PER ISPWC SECTION 206 AND 2050. 20 0 10 20 40 Y v Z II N MINIMUM 0.50' DEPRESSION, 10 FEET WIDE () SCALE IN FEET UP 2684 ,3 < II �� CD 1"=20' NAVD 88 DATUM > 3 eg_ _w \ o W + o /O�yyu LL SCALE II N \ VE .: 12 0 z 2682 \ U HORIZ.: 1" 20� 2682 C, - 69 wI > J c/7 Z � W O N \ d W w w� m a_ CD EL� � a_ ACHD PAVEMENT REPAIR NOTES z�0 w O Q 2680 \ REQUIREDDITIONAL 11U 2680 O Q a PAVEMENT REPAIR BEYONDTHELIMITS SHOWN ON THE PLANS. THE z w c FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY � Q = z \ MANUAL. ALSO REFERENCE I.S.P.W.C. SD-301; ACHD SUP. DWG SD-303; & U7 O Q u7 O ACHD SUP. DWG SD-806. = Q = J \ O 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL w J 2678 7 '�9 to +� TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2678 w > J w QL����� \ II N 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE ~ u'-� m z = J U \ TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE w w Q w J CD II ROADWAY SURFACE. Q ? J (n W 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE U w O Ln V) U 2676 \ O W MATCH NOT FALL L WITHINEL PATH OF A LANE. DHOALL EOR 2676 00 O ONLY FALES THE CENTER EN ERHE MATCH LINE SNE EDGE OF A RAVEL O U 11 C) LANE. Z z z 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE I \ EXISTING PAVEMENT NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD �AT SAWCUT LINE INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. 2674 I 2674 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING C4 \ BY THE DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. \ O 6. MATCH EXIST. STREET/DRIVEWAY SECTION OR USE THE FOLLOWING FOR Z M FINISH GRADE AT \� O O to W. VICTORY ROAD (MINOR ARTERIAL): Z ti 2672 LU I W EDGE OF PAVEMENT � R9 N SP-3, 0.50 INCH (112") MIX, PG-64-28 THREE INCHES 13") THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 26" OF 6" MINUS PIT RUN. 2672 0 cD ¢o a+0 O WHICHEVER SECTION IS GREATER MUST BE USED. 0 W I N LLJ I < II \ 2670 W; a- w 2670 U_ o \ w Z +� I \ co \ 2668 2668 m 0 \ o W,s is9 a z 0, O � 2666 Q� 2666 V)> J W \ONAL Plans Are Accepted For Public ,yreRFNc�ti Street Construction o`�SS 2664 2664 \ �� 0t pirg ari , t-. e�t Faas. tre F-rite-eh a tI C t--_ that Ply, o I C trio. 10692 + p r , Lp tt C t g- , ice f 0, (0 `S t r ,P t , n, t the. C rct E _, rot r he Mf. 939 11 (D a -m Eta t t'- COSV6 2662 < 11 \ BY -TE 9/28/20 D: HICHV-Y LSTRC 2662 J Project No. RSC 18-86 Drawn By: JEC • CALL BEFORE YOU DIG! 20 66 CALL DIGLINE INC. 2660 VV PRIOR TO COMMENCING Date: August 4, 2020 Callbe4«eyouals 208-342-1585 Sheet No. W. VICTORY ROAD 12 6+00 7+00 8+00 9+00 12 of 13 DocuSign Envelope ID: FE031FDE-D4B4-4C5F-AFF7-C684BC66AB3F 71 W. VICTORY ROAD _---—I--— ---- TYPE I STREETLI GHT TYPE I•...... STREETLIGHT �.� SEE NOT I E8 THIS SHEET SEE NOTE 8 40THIS SHEET STREETLIGHT N0. TYPE II \ \ BLOCK 1 36 I I I I I I I 35 \ 37 38 39 \\ I I I I I I I I I 34 1 L — — — — — - STREETLIGHT NO. _ _ _ W. CONTENDER DR 54187C, TYPE II _o —� r----------- I I \ 33 r---------------� BLOCK 1 1 1 32 L— —� r---------------� �I I = 31 I I L---------------� 30 I 1 L-----------J F------------- I 1 I I V v j 1 29 v� I � r STREETLIGHT NO. -------- 54188C, TYPE II Y STREETLIGHT NO. •1` �` /------------- � 54186C, TYPE II 25 1 24 L — —- IF— — — — — — — — — — — — — — r — — — — — — — — — - I I I �--------- ======- — `a � -_� -- _ ............................ TYPE 1 STREETLIGHT TYPE I STREETLIGHT 7 SEE NOTE 8 SEE NOTE 8 THIS SHEET THIS SHEET 5 26 1 23 a_ 15 I 1 14 / — — — — — — — — — — — - 1 L — — — — — — A L-------J L-------------- -- J o f -I 1 II \ m Z -------------- — — — — — — — — — --- BLOCK 1 1 1 1 1 I m I 1 BLOCK 1 27 I 22 I \ I I I L-----------� 1 L— — — — — — — — — — — - I ,III; / 28 21 I I � 1 1 STREETLIGHT NO. 54189C, TYPE II I I 1 L-----------� L _ --————— — — — — —— -I 19 L----------------� 1 I \ 20-- ----------------�\ -�_ --� L r \ I I \ I \ I \ I 1 I 1 \ 40 0 20 40 80 SCALE IN FEET 111=401 6 1 1 STREET LIGHTING I I 11 1 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE 1 I 1 I.S.P.W.C., THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS 1 TO THE I.S.P.W.C., AND THE NATIONAL ELECTRIC CODE. I 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED I PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL L — — — — J AT https://citizenportal.meridiancity.org/CitizenAccess/ TO 1 OPEN A PERMIT AND REQUEST INSPECTIONS. Q 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR _ — — THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES FOR CONDUIT AND JUNCTION BOX _ _ _ LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMITA HARD COPYTO THE MERIDIAN PUBLIC \ I WORKS DEPARTMENT PRIORTO REQUESTING FINAL I INSPECTION. 18 I \\ BLOCK 2 6. CONTACT THE CITY TRANSPORTATION AND UTILITY L t COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING — — — UTILITY CONFLICTS, OR TO ACCESS LOCKED METER 7/ r _ _- PEDESTALS. I 7. FOR SUBDIVISION SIGN INSTALLATION: OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO -CHARGE P 17 I I RIGHT-OF-WAY PERMIT. I 8. INSTALL TYPE I STREETLIGHTS EVERY 220' ON VICTORY ROAD. I I IF OVERHEAD POWER CAUSES CONFLICT DAVIT POLES MAY BE L — USED. — — r--—---- 1 1 I \ I 1 \ ' IDIAN— APPROVED FOR \E CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not \ I the reJpUI Jlhlllty to deslyII Ielle Ve the UVVI ICI, Cllyll lCCl UI l.olltl cl l.lo Of, \ dllui�I wluuul,a lwc:1111ILl— III I IJIIIIJIIoll— VVILI I all-ut-tic applicable I —I dI, JId LC, dllU IUl,dl Id—, I(Al—, ICYIJIp LIUIIJ' UI UII lotI—, \ dev—pi11C11L dIyl—l1 l—, JIJCI.II II.d IIVIIJ, JIU— UI dppluvdls, all of \ \ Icr, IIIC I Ly 1C 1I IJ II- 1191 It IU Cl IIIJI I.C. II IUUIIJ J II,— IIUL Itoted by / City staff shall I IUL be coilJu ued as dpplu— u111CJJ Jpl: i—ally EXISTING addressed in wI iting by the City. Any plup—lA Ic 1J1U11 LU Lnese plans STREETLIGHT must be submitted for review and compliance VVILII the Meridian City \ \ \ Standards and Specifications before said revislun is constructed. Name Codee Krausch Date Aug 17 2020 0 U) u C N O /W ry W 0 W H z z U U� U z-Q n z >- L,J O N w w � m w o o a o o w w w z � w 0 Q C') w z W N} W Of o w Q C/') W H W¢ O J O z U U W N J w z LLJJ S = w J Q w J w N s w w o W Z W V LIJ LIJ Q W W J z Q O J N 'IfY = O O C') CD U O U _ � z C_ 0 z§E o C\1 b Z Z 0 Q C/) d m v(_� =D J C/) F— LU Z LLIJ � F- � W U� CIO E o E z � o U Z N � d S \ONAL FN \STE f, r yµ4/ 10692 9TF aF \�P Project No. RSC 18-86 1 Drawn By: JEC Date: August 4,,��2020 Sheet No. 13 13 of 13