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Home My WebLink AboutStamped Approved Plans V129' ERIDIANg- APPROVED OAR MIM2 FUIIIGENERAL 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), Al 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 58.01.08r 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 (LE. 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 ANSI/NSF 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. ROADWAY 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 marcus84119®yahoo. 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 SPECIFICALLY AND 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 (RAN 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 7 LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE THE WATER VALVE BOXES COVERS AND CONCRETE COLLARS TO FINISH GRADE. 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 A 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 65.0' ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ADA COUNTY HIGHWAY DISTRICT STANDARD SPECIFICATIONS. 5.5' 5.5' 18. CLEARING AND GRUBBING AND REMOVAL OF OBSTRUCTIONS SHALL BE IN ACCORDANCE WITH ISPWC SECTION 201. 2.0' 5.0' 20.0' C/L 20.0' 1 5.0' 19. EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH ISPWC SECTION 202. 20. STRUCTURAL EXCAVATION AND COMPACTING BACKFILL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204. 21. DEWATERING SHALL BE IN ACCORDANCE WITH ISPWC SECTION 205. 29 2% 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 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT (PER ACHD SUP. SP-3, 0.50" (1/25 MIX, SP-3, 0.50" (1/2") MIX, 24. UNCRUSHED AGGREGATE (6-INCH MINUS) SHALL BE PER ISPWC SECTION 801. DWG. SD-709) PG 58-28 PG 58-28 25. CRUSHED AGGREGATE BASE %-INCH (TYPE I) SHALL BE PER ISPWC SECTION 802. 6" VERTICAL CURB & GUTTER 4" OF 3/4" MINUS AGGREGATE 4" OF 3/4" MINUS AGGREGATE 26. DRAINAGE GEOTEXTILE (TYPE I) SHALL BE PER ISPWC SECTION 2050. (PER ACHD SUPP, SD-701) 14" OF 6" MINUS PIT RUN 6" VERTICAL CURB 14" OF 6" MINUS PIT RUN 27. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC W/ NO GUTTER WORKS CONSTRUCTION STANDARD DRAWINGS (CURRENT EDITION) OR THE APPLICABLE ACHD SUPPLEMENTAL DRAWINGS (PER ISPWC SD-701A) (CURRENT EDITION): a. STREET SECTION, DRAWING NO. SD-801, AND SECTIONS AS SHOWN ON TYPICAL STREET SECTIONS. ENTRY ROAD ST RIGHT-OF-WAY b. VERTICAL CURB AND GUTTER, (ACHD SUP.DWG. SD-701). 1"= 10' C. PEDESTRIAN RAMP FOR HANDICAPPED, DRAWING NO. SD-712C. d. SIDEWALKS, (ACHD SUP. DWG. SD-709) R/W R/W e. ROLLED CURB AND GUTTER ISPWC SD-702 1 47.0' 1 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 T TmTT TITTV 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) FLOWABLE 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 1 (208) 888-1234 _D_ kT0UA/rAtDVQ TBM #1 5/8" REBAR W/ILLEGIBLE CAP El 2659.23' • CALL BEFORE YOU DIG! CALL DIGLINE INC. PRIOR TO COMMENCING 1 Ibow�wbatsbelow. UNDERGROUND WORK Call before you dig. 208-342-1585 CONCRETE SIDEWALK) (PER ACHD SUP. 2.5" OF ASPHALT PAVEMENT-3" ROLLED CURB & GUTTER, 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. DWG. SD-709) (PER ISPWC SD-702) 33.0' STREET SECTION 4T RIGHT-OF-WAY 1"=10' C/L R/W 37.0' 17.0' 3.0' 1 10.0' 1.0' 1.0' VARIES I BORROW DITCH 5.0' .0' ACHD SA MIN SIDEWALK WCUT EASEMENT VARIES i-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 p Q p � w z _ 0 K O � Q o 0 o p N p Q O z Q o L6 VI 9G cy an W. VICTORY ROAD CANAL PHASE 2 PROJECT SITE w� O mm � g w D � N W. TALL PRAIRIE DRIVE �y1 E41 VICINITY MAP W. HARRIS STREET 111- 8001 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 policies and standards. Variances or waivers must be specifical- ly ecifical- P ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Regisstte%red/ Engineer of of these responsibilities. BY ' '�^�' �'"'�^'n°�"i DATE: 1 015/20 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 0 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 /Vl E IDR IAN APPROVED FOR IDAHO 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 nL` w�0 z CD V) L_ U � 9 O � LLJ ¢ N z >- LLJ O N w W H m W 57 � LLJ WC_ CD 0 W d W z F-O w � � z � ¢ z O z n z ¢W z W U-) >- W o ¢ z � Of Cn o ¢ o LLJ ICJ W H W¢ O U J O z U U W C-) LL1JJ N J W z W J� LLJ S ¢= LLJ J of w U w N s w w o W z W V W W ¢ W w J ¢ O J N Cn I `1 = U O O O U _ U z � z C\1 C0 O J z Z LLJ O 0 Cn > LU l� LU 0LU = Q U) U) LLJ > O L.I..I O z J U Q LU 12 LU z E �_ E z U 0 d LLJ o z i S \ONAL £ FN STF C, 10692 T oP 'yf. Project No. RSC 18-86 1 Drawn By: JEC Date: August 24, 2020 Sheet No. 1 1 of 13 DocuSign Envelope ID: FE031 FDE-D4B4-4C5F-AFF7-C684BC66AB3F APPROVED )r :: 0W13,22 ------------_-- _ _ W.VICTORY %AD--� ---- - - - - - _ _ - - - - - - - - - - N _ - - - - - - - - - - _-- _- - _ -- - _ - NCQ TC 2ss5.4 i TC 2W.48=TL =- 1 �2 -- --- \ I NO 2689.50 NG 2689.02 NG 2689.10 NG 2689.13 NO 2689.40 NG 2658.62 UGC NO 2687.60 NG 2683.62 NG 2678.73 TNG 2672.74 NG 2666.68 NG 2661.66BLOCK 1 -1 F F NG 2690.54 / \ 36 �f �f c�, BLOCK 3 Q 35 37 n 38 �_ 39 NO 2690.48\ 1e 0 \ \ TC 2691.07 NO 2690.56 6y N 6y o \ \ NG 2690.29 \\\ ° 3 _� NO 268a ro N / 8.32 N �i -TC 2688.64 TC 2688.85_ J _ 4 NO 2690.73 O��° NG 2690.64 NO 2690.64 NO 2690.96 \ TC 2687.36 \ 5 6 1 1 TC 2690.77� i NG 2685.83 34 rc 2ssl.zz N} o .I TC 2690.74 TC 2690.48 TC 2690.20 TC 2689.99 TC 2686.17 - -54% W. CONTENDER DR NO 2681.64 -0.37 TC 2691.18 �- -Oy4% - - - \ TC 2690.83 TC 2688.51 -51 % TC 2682.41 I NG 2690.79 -NG 2691.36 Y TC 2690.01 I NO 2675.80 NO 2670.00 NG 2664.40 NG 2658.69 �R9 NO 2691.11 NG 2691.34 ��49 y TC 2691.47 TC 2690.39 NO 2691.89 \ NO 2688.78 NO 2687.67 � _ \ / \ / TC 2675.68 TC 2669.83 TC 2664.43 TC 2660.01 33 \ TC' 2679.96 TC 2691.82 2686.50 _ TC 2691.48 L -0.1% 25 TC 2689.71 TC 26 9.86 \ NO 2682.32 TC 2674.68 TC 2663.63 -5y3% IC 2659.97 2692 24 \ NG 2692.15- NO 2692.07 1 NO 2676.00 TC 2670.53 O \ NO 2662.52 NG 2658.82 BLOCK 1 TC 26s212 \ / -1.5% b\ TC 2466.72 \ / NG 2692.08 I 32 TC 22.08 NG 2692.33 NG 2690.98 of 17 NO 2669.41 �- J TC 2689.99 16 NG 2664.52 La_ v TC 2466.72 0 --.4% -TC 2692.85 r NO 2693.87- NO 2693.04 _ f 26 23 a 15 14 of 18 BLOCK 2 I D Ld ro TC 2666.71 = w TC 203T _ -6.0% w 6.an 31 V TC 2693.30 -0.2% ~ -5 3% o -2.2% Z -6.7% �, I � ' NG 2664.55 -NG 2658.76 r �- � - - _NG 2691.11 D X NO 2681.96 <v )D . �I NO 2693.26 - NO 2689 NG 9686.03_ I I o I -J NO 2692.97 o m o TC 2690.40 � N� --0.3%- TC 2693.48 BLOCK 1 fn <o 17 X TC 2693.46 `b N ti TC 26 6.50 D NG 2694.04 NG 2693.89 \ o BLOCK 18 TC 2693.98� 27 22 v 2' NO f62&U5 G 96L_ 75.22668.17 i TC 2666.32 7.2% N TC 2690.56 co N NO 2664.10 TC 2694.51 --269q _-3.1% TC 2690.77 I N NG 2658.97 NO 2690.71 NG 2689.11� 6` NO 2694.35 -0.3% NG 2693.78 NG 26 9.97 -0.2% NG 2695.10 "�� -� TC 2691.04 \ 13 I 94.79 -7 NG 26 TC 2694.81 I / TC 2691.0� 19 L -9.5% NO 2679.92 NO 2667.41 29 6e6 28 21 ' T `L s C 2691.64 NO 2695.92 TC 2695.97 / I NO 268810 w 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' Z_ _ in� NG 26 0.26 Z w _ -J w Z V NG 2696.48 \ ° J U O NO 2695.06 '15y,� w /1 20 1' KICKBOARD FINISH GRADE a NG 2691.66 UNDER VERTICAL SIDEYARD NO 2697.99 TC zssz os PLANKS DRAIN TYPICAL LOT GRADING TYPE "A" DRAINAGE N.T.S. REAR L VALK E SHOWN C&G NO 72.03 x SWALE VENT a 1 NO 2692.12 _ } 1' DEEP �x g" 1% DITCH 2.0' 8" iv PROTECTIVE 8" (*TYP) ? � Z'N NO 2684.15 SLOPE 5% MIN TYPICAL LOT GRADING TYPE "B" DRAINAGE N.T.S. DRAIN DITCH REAR LOT LINE VALK 'E SHOWN C&G f * SEE BUILDING PLANS FOR EXACT DIMENSIONS TYPICAL SIDE YARD SECTION REAR LOT DRAINAGE DITCH N.T.S. SECTION A -A N.T.S. TYPICAL LOT GRADING TYPE "C" DRAINAGE N.T.S. SIDEWALK WHERE SHO TYPICAL LOT GRADING TYPE "D" DRAINAGE N.T.S. SOWN J0, C N V o0 V m E D E N O N 0 v- __� Jovo � 0ov o 11- JNcu � z s o w @ N 3 Y 0 o vz v UP 0�y Li o z c, w w CDo w c'n cz2 O w Q viz w CD w w m m o m a O o m w m z � O w CD w cn z O C Q z Ul z O Z z w_ w > w Q o Q z w un o < o wQNzc�(j - W Q O w J O z U w V7 J W <c w J > Q z J Q d U � w z o w U w w Iw Q w J ~ z o O = O Q CD J N d N O 0 U w � Y = O O I O O U _ w z � z o CV 0 O Q U) m Z U) LU J O � J LU m z � a z 0 a � � �SSGONA L 10692 9T a op �2'yF. COSVEN� Project No. PSC 18-86 Drawn By: JEC Date: August4, 2020 4, Sheet No. - / 2 of 13 DocuSign Envelope ID: FE031 FDE-D4B4-4C5F-AFF7-C684BC66AB3F APPROVED )r :: 06M 3,22 - - - W. VICTORY ROAD I 4" 22.5' ELL \\\ I PI- 185 L.F. 4"0 PI — --— 40 4° TEE PI PI 3.0, BLOCK 1 � 1 < A \ 36 a 38 \ 35 \ a 37�- lit 1 4" 45' ELL \ i _ 269 0 �E 1 4" 22.5' ELL STA:9+32.60 26.65'R I 3.0' ---3.0' / A 4" 22.5- ELL (FLG) D4" G. VALVE (FLGxMJ) - - 34 0 / L-----1 O o W—ui o N o 0 N O \ 33 \ I L- - ------------ IF--------------- FL 32 �I �L- LL -- - - - - -� J 31 I L- - - - - - - I N —————-7 BLOCK 1 I 30 / L------ F- - - -- - I 29 2696 \ \ L3.01 Wo- - - 146 L.F. 4"0 PI 4" 90' ELL AIR RELEASE VALVE (ARV) 4" 11.25' ELL 143 L.F. 4"0 PI P STA: 6+27.02-t 34.50'R 4 " G VALVE� 39 I I I / Z � W \� W T - N� - -o—S. S �'� r op: a S O L Q 5 — - - STA:9+11.63 26.50'L- '3.0' - S� 4" 22.5- ELL (FLG) _ 4" G. VALVE (FLGxMJ) 24 25 2692 COMMON LOT r :2 r - - - - - - - D N 26 or 23 I L — — — - — — —— — -- — —� F - - a \ 27 22 \ I I I 694 - L - - - - - - J - - r — F -- - - - - - - - I I / BLOCK 1 28 3.0' 21 I o / PI i G-- o - - - - - n 165 L.F. 4°0 PI - L - 4" TEE 4" 11.25' ELL 4" PVC SLEEVES FOR FINE IRRIGATION AND POWER SEE SHEET 9 - - - - - - - - - - - - - - - - ,.��,� NDUIT CONDUIT 69 L.F. 4"0 PI sod—,- P�----�125 L.F. 4"0 PI IN 69 L.F. 8" PVC F� -�- -- C-900 SLEEVE STA:6+27.24 I 34.50'L 4" G. VALVE I I � U m w 1 2 0 N vv I I W. CONTENDER DR 4" TEE 7 _ 240 L.F. 4"0 f -73.0 BLOCK 3 �I N �I o 3 N N 1 �I 4 0 l c fl STA:6+04.44 26.00'R a 4" 11.25' ELL (FLG) O 4" G. VALVE (FLGxMJ) � I I w r k I �G �y 4" 90' ELL 1 6 1 11 1 STA:3+14.54 24.5G'R \ 4" G. VALVE (FLG) - - - � W W dour -SD S —O'rn .gyp STA:5+68.27 25.50'L_ "' S 4" 11.25- ELL (FLG) o < 4" G. VALVE (FLGxMJ) r \ �3.0' o c SD ( EXISTING DRAIN 17 � 16 �I BLOCK 1 18 II N STA:3+06.93 28.24'L 1 �I a a y CONNECT TO EXISTING 15 14 4" PRESSURE IRRIGATION I I w L- ro I - 4" G. VALVE F- - - - -1 L - - - L tD o U1 - � I I Jo r——————— rn o m BLOCK 2 > co z Vi Q, cclo N 18 ti�� > N I 17 I --�-- L I -C I EXISTING WATER I -I SERVICE (PHASE 1) ---- --- ----L L- -------- m -- _ �`� EXISTING SEWER�I - SERVICE (PHASE 1) \� V 13 i \ CONNECT TO EXISTING PI VALVE 1 1 \ 1 9 FROM PHASE 1 - - - \ N EXISTING WATER BLOCK 1 - _ J SERVICE (PHASE 1) ------------- EXISTING SERVICE FIELD VERIFY / TIMBERLINE PHASE 1 / 20 I� / CONNECT TO 309 EXISTING PI VALVE P _ j- 40 0 20 40 80 SCALE IN FEET 1"=40' rTnmT."cv- 1. 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 Aug 17 2020 Plans Are Accepted For Public Street Construction 3y st-plrg and t-e In rs.r-)e-t pa the R�,t=_teed n ..r _ w s t _ li,tri.: thit _ .dins r c - :c it Llstric _. nd ;Lmr ird .,-n , ,r --, nu,) 1, ::el- y a d p _ sly ap , :y the- -tint --pt-,nce ct r rrpr-, -n t cr, by rr C`.rct d rot rcllc, h,c E- JE 9/28/20 DL L;I n,Y D Tf J0, � C N O O UUm c � r N E E O N 0, v- Jovo _� o v o c u u O � s o � 0 o Y`- vz v UP 0 li U Q 0 O w w o z w w CDO w to U Vl Z w (:7)N w m ct- o ct- a CDw O = Cl- CD W O Cn Z O z w Q z o � z � w Q Z U W ¢ O J w j J w Q= J Q d U > w w z o � U W W Q C�- w J z o CD = Q O J N d N O C) U w Y= O O CDLO U = = U z LL x z w0 CV O � Z Z Q Z O O a co C> J m J W Z J C1) W W O m � 0 a z m � \ONAL FC y� / c T'2V 10692 �3/4/2� 9T a op Project No. PSC 18-86 Drawn By: JEC Date: August 4, 2020 of Sheet No. 'l 3 of 13 APPROVED 06M 3,22 L-w L W W 9+00 I I S S W. CONTENDER DR 4 m MIN SEEPAGE TRENCH NO. 1 LOT 24 BLOCK 1 / \ STA: a+o8.n I \ TYPE IV CPB.' STA 3+17.00 \� ) TYPE I C.B. W/ 1.0' SUMP P W/ 1.0' SUM TRC: 2689.9,9 - - TYPE I GRATE PER \ I.E. OUT: 2686.99 ACED SUPP SD-609 1 Q25- .07 cfs NC 2660.50 Q100= 1.49 cfs O I.E OUT 2657.00 SUMP Q25= 0.27 cfs O Q100= 0.37 cfs I 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 I.E. OUT 2686.07 15 L.F. 12" Q25= 0.70 cfs PVC 02.41% 00= 1.01 cfs a Pl C3®O 12^ 1 Sn. 22y 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 QI00= 0.60 cfs DRAINAGE FACILITY NO. 1 1" = 20' I� 0 STA: 7+38.48 44 59 L W. CONTENDER DR. 30 L.F. 12" C-900 0 0.22% TYPE I C.B. / W/ 1.0, SUMP f TVC 2689.92 a LE. OUT 2686.12 Q25= 0.52 cfs Q100= 0.73 cfs v 2 AND 3 SHEET 1 \ I STA: 4+08.81 43.00 L W. CONTENDER DR. TYPE I C.B. W/ 1.0' SUMPTVC: 2666.72 .E. OUT: 2663.72f- + Q25= 0.10 cfs 3 Q100= 0.14 cfs ww � STA: 4+48.35 Q W W 3 rw„_ W W W TYPE I C.B. W/ 1.0' SUMP_ W W O0e W w TVC 2668.42 I.E. IN 2662.76ASTA: I.EOUT 2662.66 NN LOT 5 Q25= 0.50 cfsBLOCK 3 z Q100= 0.69 cfs z GRENZFI WAY 5+00TA: 4+44.89 43.0013 L.F. 12" PVC ®0.22% _ o�. CONTENDER DR.S---S5----- - 0 55 S--YPEIC.B.W/1.0' UMP- TVC 2666.72 -SL.F.18' PVC®0.22% _- E. IN 2663.65 S&G TRAP NO. 2 SEENG: 57 L.F. 12" I.E. OUT 2663.65DETAILS THIS SHEET 1Q25= 0.15 cfsEE2666.87 �C-900 ®0.22%160' SD SD4100= 0.21 cfs SEEPAGE TRENCH NO. 2 QnQ �C. 3 L.F. 125.0' NC-900 ® 0.22% 10 L.F. 18" PVC ® 0.22% SDMH 1 SDMH 2 8D 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 90p 72" NC 2670.53 RIM: 2669.00 ®9 I.E. OUT 2667.00 RIM: 2666.74 I.E. IN 2662.63 I 7p9 Q25= 0.45 cfs I.E. IN 2663.64 LE. OUT 2661.88 i Q100= 0.63 cfs LE. OUT 2662.89 SUMP 2659.88 SUMP 2660.89 TATI A TAT A /V Tl Tl A B• \'-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-' _ _ I ACHD SUPP SD-609 W. CONTENDER DR o I TVC 2660.34 - I.E. IN 2656.93 S LE OUT 2656.83 Q25= 0.18 cfs e' = 0.25 cfs I 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 0.22% RIM: 2660.39 I.E. IN 2656.82 I.E. OUT 2656.05 SUMP 2654.05 I I � DRAINAGE FACILITY NO.5 1" = 20' r FINISH GRADE NTS a �P ® II � IIII PLAN CONCRETE COLLAR SECTION CONCRETE COLLAR NTS NT& 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 _ 1.67% �,o� � _ 2.39% 3.38% 5.067 0.62% �p as - - - - - - -"- - - - - - - - - - - - - - - - - s��S Q -- -GVL- \ / do DAYLIGHT: 2683.75 A \ TLET PROTECTION h \ R ISPWC SD-628 OUTLET PROTECTION \ / � 'o L25 FG/NG ±2683.00 PER ISPWC SD-628 25 L.F. 12" \ / 12" - 60.0' - - - - - PVC ®0.22% _ _ .72% f _ -54.0'1SD �J POND BOTTOM ( � 2681.00 J o STA: 4+67.39 STA: 5+27.39 STA: 6+15.30 25.49 L 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- � v w A TVC 2685.67 I.E. OUT 2683.80 QI00= 0.20 cfs ENTIRE BOTTOM WILL UTILIZE AMENDED B e ENTIRE BOTTOM WILL UTILIZE AMENDED NATIVE Q25= 0.325cfs NATIVE MATERIAL OR BIORETENTION SOIL MATERIAL OR BIORETENTION SOIL MEDIA (BSM) PER . Q100= 0.4455 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 > > o wo 0 3 a N I N J 2 o � o o 5' SIDEWALK _ HIGH ti� J1 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•X a ^• 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 o SEE NOTE 7 ADDITIONAL DETAILS TOP OF TRENCH I z N NON -PERFORATED - PIPE INTO TRENCH c� ROCK DEPTH BOTTOM OF SAND M zzzzXzz> 2zzzzzzz zzzz z$' `zzzzzzz 'zzz� `zzz� 5.0 0 o 0 0 0 0 0 0 0 0 0 0 0 2" CLEAN WASHED DRAINF E> ROCK SEE SEEPAGE TRENCH DATA TABLE ge SEEPAGE •, ,� r WWNNN BED NOTE 10 BELOW REPLACE NATIVE MATERIAL WITH ASTM C-33 SAND OR EQUIVALENT A/V/ VAA�A�VAA�AA�A�VAA�AAVAA�A�VAA�AA�AVAA�AAVAA�A�VAA�AA�AVA /%VA//VA//VA//VA//VA/%AAVA/%VA//�A � 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- 0' 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 2685-57 18" INV. OUT 8" 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 cat r the F a h,,t ,, t U 11 t Ins el Irlc ,r•IL ,rd .. ,) xl- a d p=.oust, ap I_, , the C --tin} _ once ct t- irrpr ,,cT ,;cr s b M L-srJ J � rct rd ;c :hc . - I I r: r rr I,r IblI -- B JE 10/5/20 J0) c N V o0 V m E E O & 1V 0 v- vm°� _� Jovo 0ov o c u 2 � � s o Y 0 0 vz m UP 0 o z w w - Vsa w c'n cD O w Q v A - - CD w w m m o m a O LP w O = o m w m z c O w O c w Q z a ccCD Q z Ul z O z Q= w_ w r w o z w N o o wQNz��(j w w O w J O z O U w W J J w " > Q z cn J Q EY U cL11'j z o w U w w w W Q w J � z o CD = o w Q O JCT N d N O O w V w Y = O O c' O CD 3: = = O z LL z wo CV 0 Z C/) J O U) w 0 0 Z m Q 0 U) 0 w Z � J O W z � o z 0 a � �SSGONA L RFy% 1 10692 F? 14/2� TF 0 F VO �2'yf. COS�EN� Project No. RSC 18-86 Drawn By: JEC Date: August 24, 2020 Sheet No. 4 4 of 13 , 1(E APPROVED 06M 3122 `9 3 ro� ro 4 w w � tow � 5 N Q 6 STA 3+08.17 o END IMPROVEMENTS 1 TVC 2660.13 KEY NOTES + r' + STA 3+17.03 \ STA 5+60.45 }, , e� vi o 8 r M LL TYPE C.B. 1 1 0 STA 3+04.81 8.5' R Q3 STA 5+45.62 4.58 R PT O N � o� rn� w a '"� STA 4+48.42 m m N a J vi TYPE V C.B. W/ 1.0' SUMP \ TVC 2660.50 \ .Q TVC 2678.82 -I m a a of (1 + co N $ I "� `� - t INSTALL TEMPORARY BLOW -OFF 8" 22.5' ELL (MJ) Cp N ~ + Z W/ 1.0' SUMP -LE. OUT 2657.00- \ MERIDIAN STD DWG W12 AND W13 STA 5+16.84 STA 4+86.76 `� TVC 2668.42 j STA 3+22.76 o STA 4+14.13 8.5' R ® INSTALL RELOCATED TERMINUS BARRICADES. SEE SHEET 9 /` �� PC EVC a TVC 2674.68 TVC 2671.82 I.E. IN 2663.41 N I.E. OUT 2663.31 PVI ❑ TVC 2660.72 _�_ 12"x 8" CROSS FOR CURRENT BARRICADE L6 N N 4 > (2) 12" G. VALVES (N,S) (FLGxMJ) LOCATION 9> E) (2) 8" G. VALVES (E,W) (FLGxMJ) w�F y lTFR MAIN TRLOCA°TION°ANDRIFY COORDISTING 12" COORDINATE WITH 2EANDA3ESHEETE1 Q 0 5 5 0 CITY FOR ALL CONNECTION REQUIREMENTS PRIOR TO CONSTRUCTION. pT s"6 _ 130 L.F. 8"0 WATER W W. CONTENDER DR o 05 W 5 AQ:�109 L.F. 8"0 WATER ;n_,.J N W 06> - o 5+00 N N �� 4+00 °�_ Il cn ! KEY MAP 75 7- - o o' - 97. I tt Z -0 4 Q .� PC: 5+16.86 5 o v� o SSMH C2 S STA 4+86.76 J S tO in o_S SSMH o EVC5 TVC 2671.82 m 5 `° `� w ! C1 a N � SSMH A2 N ! J a °r' SEE SHEET 4 4 \ i N F o N 2680 J 2680 � 16 STA 5+60.46 \PT \ \ / STA 3+22.76 S d N < j N TVC 2678.82 O o STA 3+80.85 // PT // PVI ❑ TVC 2660.72 N pJ n - - _ _ _ a �ry0 \� TVC 2663.63 28 00 u-7 di "' _10 �"�i' `° n n o \ / m ,0, i- STA 3+12.90 TYPE I C.B. � �! V m C6 't N �� a u+i N a n� N V A / N a `� W/ 1.0' SUMP 2678 Q N \U + ^ N z = N?O 267U a 1 5 ~ a a N > TVC 2666.72 ~ 14 STA 4+72.83 \ 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. PRIOR TO COMMENCING m o Q o N u mom 5 ` -0, u -O Q �>> U) ~ PC I UNDERGROUND WORK J a o -zz !n Ul - W/ 1.0' SUMP �"ONMm'rY w 208-342-1585 Ca��befae youdig ° v 0 c di 0 TVC2670.53----------------- /�- �� o 0 I.E. OUT 2667.°° SEE SHEET 10 NAVD 88 DATUM 2676 9s� c t tF 3 Y w Z �o Oy SCALE VERT.: 1" = 2' V N PVI STA: 3+22.76 HORIZ.: 1" = 20' 2674 PVI ELEV: 2656.15 2674 u � K: 30.02 N LVC: 328.00 CD \Gw 2672 w' 2672 z I 0 o Cn CO00 CO -z woN + � o�0ma_CDCD o �� -NATURAL NATURAL GROUND N ii W CENTERLINE w z o Q '2670 > > 2670 <Q z z C/-) w � O L : - 00 < W CIDO I{ = Q Q� J FINISH GRADE \ cn wN o o w J _J 2668 AT CENTERLINE \� �+ II Wl 2668 z J ~ I z �JL'a 20 0 10 20 40 Q 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 o 12° SD 2664 I NJrn -0) mJrn _OOJpJc = o (D'D Ln E co co � co m co \ 2664 C'V �9� NO3-CNJ H NNO N�'N J O O 0Z0Z0I-\ U> 0 W O Z F� M�-LLJ > 0 \ 2662 z z z �~ LO 0� +WN "��oN _ O o 2662 0 Cn `" 0 Q nxw Il Ur�Ln � w z N z J p > 0 LLJ O \ Q 0 W �Q m w z Z 120 0 2660 Calm 2660 � can J a� z C14, 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 _reR I DEEP, 3:1 SIDE SLOPES o`v�� • 2654 �� 2654 10692 C S0R`3s ✓2MF• 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 G tamo ng jn1 in ng tY - �, r..dcrr:. r Jar _, _hc is Istcrcd F,I, - .., o-, )1 'o-F I,r:, ,rm h I +J ©0.40% v ° u c I � Drawn By EC 130 L.F. 8"� PVC SDR-35 r ,� a c r rr�r r �r� ., 2650 �1r , „ II , ,I .. e k r, d _ri r .r r.. r , , eit 2650 Date: August 24, 2020 LL WEST CONTENDER DRIVE 1 Iirli7 Hi�� - ld�7 ii°,I;L;I Sheet No. 5 6+00 5+00 4 00 3+00 5 of 13 DocuSign Envelope ID: FE031 FDE-D4B4-4C5F-AFF7-C684BC66AB3F APPROVED 06M 3,22 SEE SHEET 9 38 37 /)777 A TVC 2688.85 1 1 m r M TRC 2688.64 \ ^ ^ ro m�J rn ��J rn <°�J w o oo a ut oo N // a `" STA 8+08.77 \ a, STA 7+01.63 N� a v' °' N 2 rn o v~iaa ----------------J L N ��a PT EVC - / TYPE IV C.B. 'P 2B ,e PC '° TVC 2688.24-------�v �° O v~ia< 4' cb > L---_ ie vq' N d _ _ G'v 0 a STA 9+00.00 W/ 1.0' SUMP '�• °° ��0 15 L.F. T w iD o TRC 2690.36 TRC 2689.99 I.E. OUT 2686.99PC- / 8"4 WATER STA 6+10.85 m 4 •� \ J + bo APPROVED FOR CONSTRUCT 28 TVC 2683.28 ,n N o N QLPE PLAN REVIEW I -- - - ------ - -- N of STA 5+74.24 These plans and/or specifications have been I ® n n + ® ® 2 1 BVC reviewed by a Qualified Licensed Professional W a c6 -W - 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 16 + 8+00 7+00 ® PT: 6+5�.46 ® 8"H � ( F 58.01.08 and 58.01.16 as allowed under = I U) I o - O - - o N SSMH C4 W. CONTENDER DR SSMH C3 o WwATFR ' Idaho Code 39-118. If construction does not -S S S commence within twelve (12) months of this W i M '° N 9 ® o• °� ® 157 approval date, plans and/or specifications U) I - S / must be resubmitted for review. \� h X00 / U °° Q STA 7+04.24 EVC ry o 1-g-d by: ?? y� 8/11/2020 '441 STA 269 0. 6 TRC 2690.36 STA 8+08.77 EVC ° \ J / d TVC 2688.32 P c'� STA 6+54.47 /� O1 .�-. 4, 11621 I TRC 2689.99_ m, STA 7+10.49 m o PT / tPEEri iiierer Lic. No. Date Q. SEEPAGE TRENCH 0 ti w Q w / PC - TVC 2688.51 inLL-i iO TVC 2686.17 -1 o be F- o / 1 I�iil c a 0 0 (� r` Keller Associates, Inc. 208-288-1992 NO. 1 SEE SHEET 4 Q SD z \ N a0 v + = STA 6+10.86 N \ ��(/ / `/ m c z J o ® / / N a = PC / E ° 24 STA 7+99.48 9� PT TRC 2689.95 >�SD + TRC 2689.71 m } } / TVC 2689.92 a TVC 2683.28 n �� / 16 ,�• STA 5+74.24 / 20 CALL BEFORE YOU DIG! 0 10 20 40 CALL DIGOM INC. m E m o m o 17 °I �� a BVG / PRIOR TO COMMENCING m = ._ SEESHEET 9 �� N TVC 2680.13 tnowxmarsbelow UNDERGROUND WORK 208-342-1585 p v o 0 o o J N SCALE IN FEET Capbefffl Yo„dIg. 1°=20 a J�so ONAVD �- �� 88 DATUM Y D Z SCALE PVI STA: 7+70.27 I- 00 VERT.: 1" = 2' V IN 2692 o U PVI ELEV: 2690.27 � HORIZ.: 1" = 20' KEY NOTES 2692 + 0) K: 22.05 + 00 w N LVC: 77.00 N STA 6+41.69 6.87 R 0 __ G w PVI STA: 6+39.24 8" 22.5° ELL (MJ) o > > > > Co PVI ELEV: 2686.22 a 0 STA 6+55.97 6.0 R 0.40% a w w \ m m + K: 20.29 + 8"x8"x6" TEE (MJxMJxFLG) 2690 z cn wo w o hN LVC:130.00 u7N 6" G. VALVE FLGxMJ ( ) 11 1 o� w Q Cn z >- w O N 19 L.F. 6" WATER 6" F.H. ASSEMBLY CITY OF w E oUzww » \ \ 3'099 J mm » SD-W8 & SD-W9 W OMERIDIAN C1 U ao O F co NATURAL GROUND m 8" TEE FLG ( ) 3� STA 7+49.15 6.0 R2688 z oO QQ w AT CENTERLINE m (3) 8" G. VALVES (FLGxMJ) 88 26UU op SD PIPE I-_ r, � N O L�J ww II \ ��N �� 2EANDA3ESHEOETES Qzz o �Nw¢ N?U O JHJFINISH U w GRADE AT CENTERLINE a (n �zz 2686 o >-Jw2686 I Q w > El- w o z o w W W Q o- w J z CD S U I ti I 8 WATER �\ C E IDIAN - CONSTTRUCTION Q (n o Y 0 o N CD U 2684 HI o 2684 Oro W OcSwY CDU ese p ans an or spec) Ica Ions ave een revlewe or comp lance z z � o �O z � = I 19 with Meridian City Standards and Specifications. This review does not U) I 09 relieve the owner, engineer, or contractor of the responsibility to design Lull and/or construct those facilities in compliance with all current applicable W 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 O 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 I 264 2680 0 Name6adoe-Krause P VC SDR_35 Date Aup 17 2020 1 949 0 W 4" PI IN m 0 O 2678 8" SLEEVE 2678 W U) LO W H ti Z z OO .. Q I 2676 I 2676 m U) F a z I� W �< 2672 i = 2672 AL IW W SS\ONAL FN c SO �'�s 2670 I 2670`�`' 10692 70 009 I 9TF a r op Plans Are Accepted For Public ✓�*E' COSVE�� 2668 Street Construction t �, Ens;- I . tnP ri �m I �?�t 2668 Project No. RSC 18-86 I.-i-, n� r, ,p lifi- Drawn By: JEC 2666 104 L.F. 8"4 PVC P g;terec 1 e° cf p- t tes. 2666 Date: August 4, 2020 V66 SDR-35 @ 10.00% v 9/28/20 rn cc�n1T1 -is-'.d � ,is �ic1 WEST CONTENDER DRIVE sheet Na 6 9+00 8+00 7+00 6+00 6 13 of DocuSign Envelope ID: FE031 FDE-D4B4-4C5F-AFF7-C684BC66AB3F APPROVED )r :: 0613,22 \ \ APPROVED FOR CONSTRUCT \ N \ 35 2sgo \ V 36 QLPE PLAN REVIEW o \C o \ These plans and/or specifications have been e \ s ry A - _ _ _ _ 1 reviewed by a Qualified Licensed Professional - L �A 10 C o f J 9 o� 26 37 1 1 Engineer (QLPE) for compliance with IDAPA \ X S< T j i F a O 38 58.01.08 and 58.01.16 as allowed under j \ O 0 Idaho Code 39-118. If construction does not N M 1.o 1 commence within twelve (12) months of this \ 040% 0, d + J U) + rn a approval date, plans and/or specifications ox 0 5 M N J ��'t J< 0 L must be resubmitted for review. \ T Ro ss o4 < N 26 % 9 N � n° s9n dev KEY MAP 34 & -ox / 5 © STA 10+1 8.29 PRC I an G. rb��' 11621 8/11/2020 0 �'•• s�i TRC 2690.83 Rq•= Neer Lic. No. Date �7 r� T,S Keller Associates, Inc. 208-288-1992 KEY NOTES E E < J 20.0' CITY OF MERIDIAN 0 20 © 41 L.F. © © n I y 8" 0 WATER 251 L.F. 8' 0 WATER + co N I WATER EASEMENT �° w o L J v 0 17 L.F. 8°0 WATER W— PC:10+16.57 1� W. CONTENDER DR _ _ W- + +�9+00 I w 1 STA 10+00.56 6.0 R 8%8%6" TEE (MJxMJxFLG) O1 4 SSMH C5 I = 6" G. VALVE (FLGxMJ) .t 172 L.F. 8"0 WATER © © 10+00 "o } r I U� 19 L.F. 6" WATER W STA 10+70.20 W © S S S n I W 6" F.H. ASSEMBLY CITY OF MERIDIAN SD-W8 & SD-W9 V v m GB 3 � �40 N w I TRC 2691.30 F- -- � _ U)m Q2 STA 10+37.41 12.00 R 8" 45- ELL (MJ) p g E - N Q o- & 1" 0 o , `L�r I I �3 STA 10+52.09 10.12 R o N U > m° "' \ \9 \ EXISTING 20.0' CITY OF \ \'ems \ SSMH © 'f'28 STA 10+16.57 PC/GB TRC 2690.83 rn � r•� 06 ci + -1 I I 8" TEE (FLG) 8" 45- ELL (E) (FLGxMJ) (3) 8° G. VALVES (FLGxMJ) p ' o -o - v N - v v o O m vi a MERIDIAN WATER EASEMENT \ C6 3 ?S. / o n �`. J 1 ¢ ® STA 10+79.00 167.77 R o N 3 33 STA 10+85.32 � / rn N CONNECT TO EXISTING G. VALVE Y w 3 3 PRC 2692 TRC 2691.75 M� 3 I N N I Q5 INSTALL "NO PARKING FIRE LANE" W Z 0 It p s °° STA 10+87.41 PT o_ PER APPENDIX D OF THE 2015 IFC. NO OTHER SIGNS SHALL BE APPROVED. 0 (, o N v w + 0 0 TRC 2691.82 �� O - STA 11+04.30 + i= �L 25 24 © SEE WATER NOTES u PT to 0 2 AND 3 SHEET 1 TRC 2692.05 N IWl 16.5'---15.5' 3.5'+-�23.5 w 2692 J 20 0 10 20 40 CALL BEFORE YOU DIG! 15PRIOR o ~ o z ��o� o z 32 ? - ----------- ----- ------- - - - - - CALL DICOM INC. - SEE SHEET 8 SCALE IN FEET TO COMMENCING UNDERGROUND WORK �1 w m n o a _ IL 1r =20 Cad aemmYOU Alg 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 a� -J r- VERT.: 1"=2' - W ¢ CDJ -�� 2696 co co HORIZ.: 1" = 20' 2696 ow z cD co p,j N N Co 00 cD^^N r7 r7 O O O N N E O � + O _J Q= J Q w U >_ w �w Q U J + c° ° o N N u N APPROVED FOR �✓ E IDIAN— w Q z o= o _ N z z O u� + o oo 4 U 0 o)` a II NATURAL GROUND V L CONSTRUCTION �' o o f Y o w 1n o o 2694 U) a z_ z_ z 1.40% = N z z O v� < > > > U) z z z Cn > > a_J AT CENTERLINE These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not 2694 o o c!e = oz = z w C) z ~ w LL mo o relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance 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 construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans d AT CENTERLINE 4" PI IN must be submitted for review and compliance with the Meridian City z 8" SLEEVE I Standards and Specifications before said revision is constructed. Z W �O > I + 2690 Name Codee Krausch 2690 O a e Au- 17-202 (n p r I 0 W T IC-0 D 1 w w o 2688 2688 WATER I U) w ~ Iw z O � UQ 2684 55 L.F. 8" 4 PVC I 2684 i SDR-35 @ 0.40% m � c I I � a z 2682 264 LT vu SDR-35 2682 p 1.949 L �SSGONA RFy% 2680 2680 10692 9T o op ✓/MF Plans Are Accepted For Public COS�E�� 2678 2678 Street Construction D tcmpng e 1 ieniri tl-= rr- -er h-s. the - g,tered Project No. PSC 18-86 E 7- h tlsP:-t t o the cons -fcrrn to cll i,trict ' Drown By: JEC r J : rJ rJ art r r c. -F t_cl- e1 Ir-I in 1[I1-:e 2676 of tr ,rt �-v� len� r C r let rl c, rel „, tee 2676 Date: August 71 2020 . r_ _J Ln: _ .re�.. �. � Iht — DY DaT_, 9/28/20 Sheet No 7 WEST CONT NDER DRIVE -r,- - NTY HI3-',tY Dl-T:r_T 11+00 10+00 9+00 7 of 13 DocuSign Envelope ID: FE031 FDE-D4B4-4C5F-AFF7-C684BC66AB3F APPROVED 06M 3,22 _ _S_EE_SHEE_T_7 STA 9+99.13 - - - 23.PC 5'+��--�23.5' - - - - - oo co rn 16 -TRC 2690.74 6.0' '� m 28 6.0' o o o } 25 26 27- a Q N L-----_� R2� o + LL APPROVED FOR CONSTRUCT STA 10+18.29 O• o PRc �o u, 2 STA 10+16.57 STA 12+04.91 a � vi / � I � TRC 2690.83 PC/GB a TRC 2690.83 'Lon pc NN a TRC 2693.46 \ \ QLPE PLAN REVIEW > N n n 6 + / These plans and/or specifications have been LL � I o \ \ reviewed by a Qualified Licensed Professional �oN IbeNI Engineer (QLPE) for compliance with IDAPA / 0 h _ -1 c a L - L / / �•59, �`L n SSMH STA 10+87.41 PT oc v) ± N a U a 58.01.08 and 58.01.16 as allowed under Idaho Code 39-118. If does KEY MAP z STA 12+26.91 construction not °= 1 C5 J3 20� TRC 2691.82 ti o. PRC N V commence within twelve (12) months of this 36 U1 S TRC 26924.00 o approval date, plans and/or specifications o o N N a0 must be resubmitted for review. a N S 250 L.F. ;o „� + 0 1� g -g-d by g W W 8"0 WATER W S. HUMILITY PL. 6 N o(4---4 W � 116218/11/2020 I y PT:10+87.41 + +�" 12+00 13+00 �- a c 0% 73 �� o• 11+00 6.0 0 2.4% -LAP-E idlgi+poer Lic. No. Date 'm J ,1 u STA 12+66.01 I Keller Associates, Inc. 208-288-1992 �- N i x�98 NO OA, 3 SSMH C6 S STA 11+04.30 3 S S iO t6 RADIUS PT-77 PVT 2694.98�--�C Q3 SS STA 13+14.01 _ c N V m i g'(P 6gN' 2 oI o I PT TRC �i N - p°I^ SSMH C8 Hp 0 o= 2692.05 g% Nit _- ,y. /' TRC 2696.25 m p E N E D- N o �� 10 �� 40 > .m m STA 10+85.32 STA 12+26.91 'u -' PRC a TRC 2691.75 n N `'� a0 r'1 M p m PRc TRC 2694.00 / SCALE IN FEET v m , o " ^' o v o w o m „� 1 �" / KEY NOTES 1„=zo� c v Q o V o �� / m a N E-of �1 STA 12+98.86 6.0 L c Y 3 h' ,� 35 x o � A 8" 11.25- (MJ) Y .w Z 0 �a / J m \ V ) 8%6" REDUCER (FLGxMJ) c -i O1 t 6" G. VALVE (MJxFLG) o / A,��V "� 24 L.F. 6" WATER 61 N i oN o i 6" F.H. ASSEMBLY CITY OF i N MERIDIAN SD-W8 & SD-W9 > N 31 +J'y' ro o 29 +� N INSTALL "NO PARKING FIRE LANE" 0 32 `�,� - o' "'„�� PER APPENDIX D OF THE 2015 IFC. a of 33 1 1 1 1 1 a 30 rn N N < NO OTHER SIGNS SHALL BE APPROVED. 34 3� SEE WATER NOTES CALL BEFORE YOU DIG! w L-1 z o 2 AND 3 SHEET t z c" 1 w / / ® STA 10+46.04 19.30 R DIGLINE INC. PR ORL TO COMMENCING 0.L�jw cn m � 8" 90' ELL (MJ) UNDERGROUND WORK cD > a o _ Call eeforeyou dig. 208-342-1585 0 L a z o w NAVD 88 DATUM z a cn zoz w< cn L" o o APPROVED FOR C✓ E IDIAN SCALE o z Q < ¢ `o O + - Vl CONSTRUCTION VERT.: 1" = 4 z v o 2698 n 0 rn N HORIZ.: 1" = 20' 2698 J Q I These plans and/or specifications have been reviewed for compliance = o- U o N ¢ II with Meridian City Standards and Specifications. This review does not U o) v rn relieve the owner, engineer, or contractor of the responsibility to design wow ¢ a w r4 _ > compliancee applicable those se �alcsiaterUand oz o _ N Q Q J w fedeco local lawct rules, ulations,1ohdilnances,t CD ON 2696 + Cr) Z development agreements, specifications, orders of approvals, all of 2696 o a w o w O o) / which the City retains the right to enforce. Inconsistencies not noted by c,o o � II N y staff shall no e construed as approve unless specifically z z � aO z ao addressed in writing by the City. Any proposed revision to these plans N oo 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. 2694 Lq J o' � oo oo N `o `D r1 > J Name Codee Krausch 2694 co u) 0 00 w o N N N + 0 41(^ �(D FINISH GRADE a e Augg?rZU N N N v 40400 ao V AT CENTERLINE O I �oo o+ Z � II Vo��vF- c14=�N��0 �<�»> 1.40% Z 0 W 2692 >_ N Z z o Ln� z z z __- 2692 Q J w- _ b-1 cn cn - z_ z_ z_ cn E NATURAL GROUND > 0.40% - - - AT CENTERLINE _ c m H 2690 2690 J W 8„ WATER J Of C/5 2688 2688 m � a z 2686 ©1.g8% 2686 Pvc SDR 35 21� L.F 8 0 L �SSGONA � 2684 55 L.F. 8"4 PVC 2684 SDR-35 @ 0.40% 10692 9T a op ✓2MF• Plans Are Accepted For Public COSVE�A 2682 Street Construction o-, F t 2682 Project No. RSC 18-86 Ear, _r .r rF C-: Ict tF plcn L rrr •t l to, I l L - gn: spa da J v;gv r,,;t be dpecificg g r ,r - V ` L rn C tn't' g r I. , Pt", Drawn By: JEC 2680 P �_� �a 6r �� , h�� 2680 v I , : 9/28/20 Date: August t 4, 2020 SOUTH HUMILITY LACE �1�IT, � 7 F� 1 Sheet Na 8 10+00 11+00 12+00 8 of 13 APPROVED )r :: 06M 3,22 I a ^ 1 SEE SHEET 12 SEE SHEET 6 m 19 N + T J20 1 TVC 2488.24 17 Qyy �� STA 6+15.30 STA 7+05.47 / 18 2688 / / > TYPE IV C.B. EVC �Zg88 TVC 2688.51 m STA 9+79.56 \ W/1.0' SUMP TVC 2688.55 ,Q --- 28 \ \ STA 7+99.77 rn `" m�� 27.84 L TVC 2685.68 I.E.OUT 2683.00 STA 6+75.47 STA 6+90.47 'O' \ PT/ BEGIN o n m o m 0 a N 0) N O n PRC TRC 2691.11 \ 26 dQ BVC PVI TVC 2688.20 V CURB TRANSITION C.B. + c0 N moo= �' 0 V TVC 2687.74 p \TYPE _ _ _ _ L _ _ J rn STA 5+94.72 34.50' L W/ 1.0' SUMP a c� m GB 2 9 ��y�' f TVC 2689.92 m a LOG 2685.23 I.E. OUT 2686.92 v~i° 10 0•tz ' a 8" PVC STA 7+10.81 o \ \ C-900 PI SLEEVE 2� � STA 6+21.56 STA 6+90.47 o(' PVI STA 6+75.47 LOG 2688.17 BVC PT TVC 2688.85 } \ �- STA 9+57.56 STA 10+66.66 GB \ LOG 2685.87 o LOG 2687.71 STA 7+03.03 LOG 2688.48 \ 2gg6 � 4 301 L.F. 8"0 WATER ® PC TRC 2690.74 ® ® TRC 2692.67 o _ \ V 6+00 � 7+00 I �� I \� 8+00 W 9+00 W 10+00 W 1.25% � N J + STA 6+15.56 1 STA 7+09.03 S. VOLUNTEER PLACE 0 0 v LOG 2685.79/ - - LOG 2688.72 SSMH C4 C) $ S S R4 8.0, m V ro / / STA 6+21.56 STA 6+75.47 BVC STA i 4 4 STA 10+18.66 m � / Q LOG 26PVC o LOG 2687.71 LOG 2688.48 2688.43 0� RADIUS PT SSMH Di PVT 2691.57 Q o N o 8" PVC STA 6+90.47 STA 7+10.47 mo m I C-900 PI SLEEVE PVI LOG 2688.17 PT TRC 2688.64 w o°°° w } STA 7+99.48 C o 0 0 STA 9+57.56 PC %� STA 9+79.56 27.84 R PRC v m o .� v = O 2686 eeee° ° ZO U 2B°, TYPE IV C.B. n m + tO TRC 2690.74 �ry TRC 2691.11 c N a 3 m v STA 6+75.47 W/ 1.0' SUMP 't co + °n° ". r U 1 L` -i 61 Y w 3 N STA 6+14.97 o-TYPE IV C.B. BVC STA 7+05.47 TVC 2687.74 EVC ti� cn /I.E. TRC 2689.71 IN 2686.85 ctD.i a v ^ ¢ N ^ o \ Z 0 W 1.0' SUMP - / - STA 6+90.47- - BEGIN CURB Q- I.E. OUT 2686.75 Cr `� a N Q N < Q + ro TVC 2685.67 0°j PVI TRANSITION \ �' TRC 2689.95 of C) c`no I.E. OUT 2683.80 TVC 2688.20 TVC 2688.55 \v OilO 24 N �� / c 39 COMMON LOT 23 22 �i > TRC 2689.99 SD u SEE SHEET 6 I ONfN KEY NOTES o CD SEE SHEET 11 - i ��oC"wQ 1� STA 10+50 6.0 L - 21 I . Cn w w o IV 8 45 (MJ) t w m 0 o> w a 8"x6" REDUCER (FLGxMJ) ' J RAC w w O = w ~ 6" G. VALVE (MJxFLG) - � 25 L.F. 6" WATER Q w - z Q 6" F.H. ASSEMBLY CITY OF • CALL BEFORE YOU DIG! to z MERIDIAN SD-W8 & SD-W9 20 0 10 20 40 ' LTOICOMMENCING LLJ Q 0 2-32 L.F. 4" CONDUIT m O � PRIOR o z < 70 L.F. 4" CONDUIT KEY MAP SCALE IN FEET o UNDERGROUND WORK w o (0r '"0MN^''' 208-342-1585 Callnelaeraiala D U w Q = Q D" ® SEE WATER NOTES 1"=20- 00 (0 o+ N N - m ~ z c..> ow -J o w J 2 AND 3 SHEET 1_ O �� N NAVD 88 DATUM w j- Q o II LLIQ J I _ N O Q ~ d L-,0) � 0) 6) N<�> (n > SCALE w Q U w w CD M0 � N to co o-z w � <, PVI STA:6+90.47 M rn 00 0_ w VERT.: 1" = 4 0 0 O J Y 2692 PVI ELEV:2688.34 K:22.71 0� + a 00 O N00 QD II Cn> HORIZ.: 1" = 20' L Y 0 0 LVC:30.0 + 6 r c ID u N rt 00 II co NATURAL GROUND > 1.25 0 o =� CL ~ r- � I N II N N II AT CENTERLINE a w II / r, 00 O co +`° +`° w >� II N> J a y � w-2690 w -0.65% 2690 L'i cj&i U i wIN p0% -2.00q 1.73% _ CV U m w p8% 2 O m Ld 2 FINISH GRADE Z AT CENTERLINE41 Z LLJ 2688 00 2688 0 + 0L CO r (n N N N co N LC) 00 / N Z Z >11 I.J� N / P >0 0 W z , 2° SD co 1_U 2686 N > Q " 3.�0% z 2686 cn z >JN> 0_ w j L_'JJ w O 8" WATER LU J 0 09 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 Plans Are Accepted For Public F. COS�� 2678 Street Construction 2678 � , 3.a-- -p- 1 .he irp-rr FIC,,;, R ;-�� e- Project No. PSC 18-86 ErWccr r i- the C -- n-t _ mt the pl confom t c C3: ct Drawn By: JEC aop 1 t, fhe t t a�iti-q - - onto 2676 plc he f ,e the arstc � -et thcepe t It 5 2676 Date: August 24, 2020 e10/5/20 w1-1 SOUTH VOLUNTEER PLACE AUNT --H . -1`71ToA ^ 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 APPROVED )r :: 06M 3122 SHEET 5 D FOR _SEE CTION These plans and/or specifications have been reviepliance 7does 2662 SEE SHEET 4 with Meridian City Standards and Specifications. Toes not FOR STORM 17 18and/or 2662 -- relieve the owner, engineer, or contractor of the reto design 6 DRAIN DETAILS construct those facilities in compliance withpplicable 0 federal, state, and local laws, rules, regulations, ordinances, N 0 rn n o development agreements, specifications, orders of approvals, all of } m + oo which the City retains the right to enforce. Inconsistencies not noted by City be TVC 2663.63 vi +, + + N -� Ln staff shall not construed as approved unless specifically \ _ N ^ STA addressed in writing by the City. Any proposed revision to these plans be for Meridian City r„ 0 _ STA 5+55.00 a ,o L5+40.00- - - o m ~ must submitted review and compliance with the 2664 - - J + EVC Standards and Specifications before said revision is constructed. �1�1' STA 4+71.65 'n N TRCI TRC 2666.63 2666.73 w Name Codee Krausch - - N TVC 2666.72 N 1 W Date Aug ,� 2U2U KEY MAP 77 o APPROVED FOR CONSTRUCT W UJea=eaa W W STA 5+84.96 7 STA 5+01.67 STA 5+25.00 o END IMPROVEMENTS 0 1 6+00\ O QLPE PLAN REVIEW These plans and/or specifications have been by Licensed Professional 5 U 266 6 PC BVC o TRC 2666.32 TRC 266s.63 TRC 2666.73 � I- 5+oO _ -�1I GRENZE WAY PVT 2666.66 i 1 PC: 5+01.67 - - - - _ t _ SS \S KEY NOTES a N J reviewed a Qualified - -I- S 1 1� RELOCATE TERMINUS BARRICADES O1 Engineer (QLPE) for compliance with IDAPA - - - - -� SS - - - - STA 5+25.00 w 7 S SS BVC �' - SEE SHEET 4 FOR NEW LOCATIONS .N 58.01.08 and 58.01.16 as allowed under _ _ 3266 i TRC 26s6.73 Mw �, Q2 STA 4+69.95 o 0 Idaho Code 39-118. If construction does not 8 1 i 3 ©, TYPE I C.B. W/ 1.0' SUMP () v m commence within twelve (12) months of this eaoaoa TVC 2666.72 approval date, plans and/or specifications must be resubmitted for review. S� voi STA 4+71.35 (o m STA 5+01.67 STA 5+40.00 -0 , ti66 1 _ _ - - - -STA 5+84.96 LE. OUT 2663.72 SEE SHEET 3 FOR STORM WATER PLAN - E o N E D_ & m o o _ N SD SEE SHEET 4 FOR STORMPT DRAIN DETAILS + N PVI - END IMPROVEMENTS �3 STA 4+69.95 RCS C --� m m ro '- --g-d by _ ? 7 11621 8/11/2020 $ 2670 fSD TRC 2666.72 PC - - -1 "� - -TRC 2666.63 - _TRC 2666.73 - - - STA 5+55.00 TRC 2666.32 TYPE C.B. W 1.0' SUMP / TVC 2666.72 I.E. IN 2663.65 . _ J v o c v O 0 0 LPEIngmeer Lic. No. Date EVC TRC 2666.63 I.E. OUT 2663.55 SHEET 3 FOR STORMKeller 20 0 10 20 40SEE Associates, Inc. • 208-288-1992 WATER PLAN SCALE IN FEETv z ® 33 L.F. 12" C-900 ® 0.22% 1"=20' c 4 26721 14 5� EXISTING SEWER SERVICE. o V 61 N Q I CONTRACTOR TO FIELD LOCATE CALL BEFORE YOU DIG! 0 261�2 © EXISTING WATER SERVICES. i7 1 I CONTRACTOR TO FIELD LOCATE ' CALL DIGLINE INC. PRIOR TO COMMENCING SEE SHEET 5 70 SEE WATER NOTES 2 AND 3 SHEET 1 �i Ift UNDERGROUND WORK 208-342-1585 fom Wu NAVD 88 DATUM o � cn I-, cn woN ww�m�� SCALE o��o2-o o2-� 2 VERT•• 1" = 2' z 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 L_,Qz r� u) 0 N n v? CV 0 o O LVC: 30.00 0 O oo Do Q + (D + QD + rr) +Lo O 'D of . bo (ur1 + (gyp w Q U7 U = Q _' J J (o II N 0 II N QD N + (o (o ~ z V 2668 II (`I II II FINISH GRADE + II AT CENTERLINE N n N II 2668 > w w E II N> N> nw (�� w Q II Q U =cn�Qx N> > J Ld > J >> M W M W v > J w w o Z o U J U j J d W y d W > ~ CD S w n -2.00 1.00% - 0.40% - -1.04% w w J ~ z ¢ c. U 2666 2.00%' - - - - _ -0.45% 2666 w CD Y = O O _ � O U � Z �' C> I z d z 0 SD 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 -- Cl) EXISTING WATER MAIN --- - - - - - -- - - - 11 ---- m 2660 2-72660 LU u) Of w (D I I 11 11 I I Z U) 2658 1 2658 m 1 1 FZ a z 2656 I I 2656 I I I I I I SSVONAL FCC 1 I eB / e° � 2654 2654` 10692 ale o f `°p- 2652 Plans Are Accepted For Public Street Construction 2652 - - - - - - - - - - - - - - - -- J F I I------ F a n rr n ,r fl t, F Project No. PSC 18-86 ---- ----- -_----- J EXISTING SEWER MAIN i ii� II �, r 1 a - Drawn By: JEC ------ - - - -- ------------- ------------� LJ r I rv oeJ rl [ -a r r q r E - - - _ -� 1 h rr t pla h st cr J__s rol _ _ tY c ----------- P-q brad F ins of rai��cil ,. Date: Augus650 t 4, 2020 - - - - - - - - - - L � SOUTH GRENZE WAY 6, ��-F �/28�20 ;;MIN " I GI v 11'j I Sheet No. 10 0 5+00 6+00 10 of 13 DocuSign Envelope ID: FE031 FDE-D4B4-4C5F-AFF7-C684BC66AB3F APPROVED )r :: 06M 3,22 0 2+00 3+00 4+00 I 6+00 1 26ag 5+00 W. VICTORY ROAD STA: STA: 5+24.76 PVT: 5+78.15 17.00 R 2684.87 ti I cq 2690.45 2690.43 ---------------------------------�,------------------------- 2688.83 2688.17 2687.46 ��------------ 17.06 R 2686.23 -------------- 2685.03 2683.15 ------------- p o j PVT: 2686.15 x------I� m� - EP- -EP- GVL EP- GVL- -- EP -- -EP- -GVL -GVL- -GVL- EP - -- I w N STA: 1+07.97 STA: 1+40.00 - - -17.00 - - - - STA: 2+50.00 - - - - - - _ STA: 3+50.00� STA: 4+50.00 - - - - - - - - - - - - - - - - - - TVC 268 STA: 6+31.74_ I = 17.00 R R PVT: 2690.40 PVT: 2690.37 17.00 R PVT: 2688.64 17.00 R 17.00 R PVT: 2688.02 PVT: 2687.40 \ 6 1 \s \ //L686 PVT:02683.06 o 6 vv + �l //LU I w 0 STA: 1+07.97 STA: 1+40.00-- - - - - -- - / STA: 2+50.00 STA: 3+50.00 STA: 4+50.00 31.00 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 1 SWK: 2689.00 SWK: 2688.50 SWK: 2687.75 SWK: 2687.34 - -� - 40 l BASIN WEST SEE SHEET 4 SD TVC2685.68 TVC SD ( \----- 2685.68 41110 CONDUIT CONDUIT PI PI PI - PI w 2690\ I'll 'i Q of -- -- - 1 >� 00 J\ Ly 37 I I 38 1 1 39 - 0 1 E m o 35 36 J� Vi i - J�v - - - - o 0 s SEE SHEET 9 �� Y 2 ACHD PAVEMENT REPAIR NOTES N 3 0 @ 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`0 NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, 0 i v 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. O V 61 N ACHD SUP. DWG SD-806. S. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING F7P O > 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL BY THE 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 IT') THICK, AS A MINIMUM WITH 4" OF 3/4" TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE BASE AND 26" OF 6" MINUS PIT RUN. WHICHEVER SECTION 15 GREATER ROADWAY SURFACE. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MUST BE USED. ^� CALL BEFORE YOU DIG! CALL DIGLINE INC. z o Li1 - CD w U7 O cz.7 I O =)w_ Q � w O ru MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. 20 KEY MAP 0 10 20 40 PRIOR TO COMMENCING w w m 0- MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF ATRAVEL UNDERGROUND WORK CD w a O LANE. SCALE IN FEET helo�reyouAlg 208-342-1585 w CDz ~ 1°=20 = Q NAVD 88 DATUM � z CD z wQ=C,>_LLJ o �z� o< SCALE w Q z U = Q O J VERT.: 1° = 2' � z w w J J 2694 HORIZ.: 1° = 20' 2694 Q Ell]w 0 o =Cn5; C O O O O w ULLJ J zoo = 0 + O + ID O Q CD J N O II N II N o w N O w V o� 2692 < II (D 2692 o �, II v1, Lo co =��o �� z 0 1 J i J 00 + 00 N 0 w d w (0 O 2690 - -008%_ 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 �" r- w 2688 cn o fir .gXq_ w I 0 � O FINISH GRADE AT 120 2686 EDGE OF PAVEMENT Q o II co Q 2686 O O 0� - 2.399� V) J > M O a_v w �00 l^ �./) w UO N z N i 2684 \,33 > 2684 w 8g_ � J m U, \ a w I �E CV FZ a z w 2682 ; 2682 I = I U) SS\ONAL FN 2680 1 2680 10692 2678 Plans Are Accepted For Public 2678 1 Cos Street Construction B trrpng cnJ si dirg th. prover rh, the Lstered Project No. PSC 18-86 JStr ct HF t im a on -. fc -n tc ,II DI=_tnd Drawn By: JEC rr �` �' I ]I- 1 evlou,l .Lt -..< 2676 t tF -rpr rt Mons t t t _t� t ��: r l - he 2676 R mcd Er n cr -,° t[ n-lc l t o Date: August 4, 2020 F oT- 9/28/20 Sheet No. WEST VICTORY ROAD 1+00 2+00 3+00 4+00 5+00 6+00 11 of 13 APPROVED )r :: 06M 3,22 INSTALL 5' WIDE ASPHALT 6+00 STA: 6+75.00 0 17.00 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 10.60 R o END 4" WHITE o N PVT 2680.87 PVT 2675.54 PVT 2669.50 PVT 2664.44 N a TAPER LINE n _ - - - - - SAWCUT - - - - - 2680_94- a --------------- 2675_64---- o SAWCUT-------- 2669.67 ------------ 2664-- SAWCUT-- - ---2660.63 o I '-STA: 9+67.34 O N LUEP------- ----- ----------EP--- `„----------- -----EP-"'----------- -----EP--- ----------o- -- EP 17.00R ROCK CHECK DAM W/ ROCK CHECK DAM W/ ROCK CHECK DAM W/ CVL- - -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 > (UPSTREAM SIDE) (UPSTREAM SIDE (UPSTREAM SIDE) BARRICADE WITH SIGN THAT Nw I-_ Nop -- - - - - _ -- -STATES "THIS ROADWAY TO W I BE EXTENDED IN THE FUTURE ------ ------------------------------------ 6+75.00 STA: 7+50.00 STA: 8+25.00 -- STA: 9+00.00 INSTALL TYPE OSTA: STA: 9+52.6631.00 KEY MAP 'f R 31.00 R 31.00 R �31.00 R II TERMINUS31.00 R------------- SWK 2671.00 6 NSWK 2682.20 SWK 2676.75 6 ,,, SWK 2665.70 BARRICADE2 d SWK 2661.007 �' BASIN EAST SEE SHEET 4- 1 6 �o a� c� \ �, Q �� 26, 7 o, �, N m G N W/ KICK a - 0 \, ---- - a o �, - SS, - - -- -� PLATE--`��--- y ,NDUITLd o TOP OF EXISTING n �Z CONCRETE BANK \ J Q ROCK CHECK DAM W/ � r - - -I � - 2.0'x 3.0' SAND WINDOW (UPSTREAM SIDE) O1 ww Ld z �6a 8 1 2 3 4 5 6 _ 0 0 1 o > vo� poo vm�> - 0 U NOTE: �, 'QI+1 Z aa o 2686 p 2686 ROCK CHECK DAM TO BE ANGULAR RIPRAP, tF 3 + n 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 () P SCALE IN FEET v 2684 ,3 < II 0 1"=20' NAVD 88 DATUM O > 3 eg_ - w � u \ a w + C) SCALE II 00 \ VE 1" = 2 o z 2682 \ �S II U Z..: HORIZ.: 1" = 20� 2682 C, z O6�aw z w o N \ wwom0� = of � o ACHD PAVEMENT REPAIR NOTES oof -= zoo w ��= U 2680 \ ACTUAL FIELD�Q TIONS NG TRENCHING MAY DITIONAL 2680 lJ C)w a PAVEMENT REPAIR BIEYOND THEI LIMITS SHOWN ON THEP AINS. TDHE Q z L'- � >_ 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; & C:� Q U7 C)ACHD SUP. DWG SD-806. = Q = J \ O O J Z \� O � 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL Cw-J U J w J 2678 ' 7 - � Lo TO THE CENTERLINE OF THE STREETAND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2678 w > Q � � 0- �9 r- \ II N 2. IFTHE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE Ln _� ~ d L'-J z = J U \ TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE w w Q 0- w J CD II ROADWAY SURFACE. Q = M CD J ? (n W 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE U � w O CCn ON OJ U 2676 \ a-w MATCH LNE NOT FALL PATH OF A LANE. HE EOR 2676 w OU � O MATCH LINE SSHOALL ONLY FALL IES N THE ETCENTER EDGE OF A TRAVEL ElEL U LANE. Z z , = z O 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE I \ EXISTING PAVEMENT NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BYACHD �AT SAWCUT LINE \ INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. 2674 I 2674 S. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING C'V \ 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 L0 W.VICTORYROAD(MINORARTERIAL): Z ti 2672 LU I W EDGE OF PAVEMENT L, R9 N SP-3, 0.50 INCH (1/2") 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 000 O WHICHEVER SECTION IS GREATER MUST BE USED. 0 C) C/) I N w I __ II 0 \ 2670 `/' ; w 2670 a- U_ o \ w Z > +� I \ \ 2668 2668 m 0 \ o v' ,s is9 a z 0) O � 2666 Q� 2666 V)> w Plans Are Accepted For Public Street Construction �5tJaLRFNcy � 2664 2664 \ 0 pirari, f , 6�I p,�, rre F_,sfe,ed a H�ha� r 10692 F? 14/2� + p r Lp iF [ .. ,- ce r f o, (0, `S Lr r , , t rr C ,f , t I rohe ��-m Mf. 939 11 N a Era �I t' r L b _ COSV6 2662 < 11 \ > BY -TE 10/5/20 D: HILHV-Y DST_ 2662 Lu Project No. PSC 18-86 \ Drown By: JEC o w • CALL BEFORE YOU DIG! 20 66 CALL DIGLINE INC. 2660 VV PRIOR TO COMMENCING Date: August 24, 2020 UNDERGROUND WORK Callbhbelum l208-342-1585 a Sheet No. W. VICTORY ROAD 12 6+00 7+00 8+00 9+00 12 of 13 DocuSign Envelope ID: FE031 FDE-D4B4-4C5F-AFF7-C684BC66AB3F APPROVED )r :: 06M 3,22 INSTALL 5' WIDE ASPHALT 6+00 STA: 6 7.00* R 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 17.00 R CONNECTING PATH 2660.82 STA: 9+67.24 10.00 R o END 4" WHITE � I� o N PVT 2680.87 PVT 2675.54 PVT 2669.50 PVT 2664.44-- N a TAPER LINE - --SAWCUT----- 2680_94- a --------------- 2675_64---- o-STA: SAWCUT-------- 2669.67 ------------ 2664.63= SAWCUT-- ---2660.63o I 9+67.34- LUEP-----------------EP--- `„----------- -----EP-"'----------- -----EP--- ----------o- -- EP 17.00RW ROCK CHECK DAM W/ ROCK CHECK DAM W/ ROCK CHECK DAM W/ GVL- - -M- - - PVT 2660.45Ln - 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 > (UPSTREAM SIDE) (UPSTREAM SIDE ) (UPSTREAM SIDE) BARRICADE WITH SIGN THAT Nw I ul - - - - -- - - - - _ --- -STATES "THIS ROADWAY TO LU I BE EXTENDED IN THE FUTURE ---------------------------- STA 6+75.00 7+50.00 STA: 8+25.00 - STA: 9+00.00STA: INSTALL TYPE II STA: 9+52.66 31.00 R 2671. R 3165. R �31.00 R31 r' TERMINUS BARRICADE 31.00/ - - - - - - - - - - - -SWK 2682.20 SWK 2671.00 6 SWK 2665.70 `� -1 SWK 2676.75 c� d 6 N m W/ KICK PLATE SWK 2661.00 �G BASIN EAST 1 1 6 �o 6' `'' \ s� 26, °' °' N o --- SEE SHEET 4- % , N rn Q 7 tJ 6' o� --- _ - -�------- ,NDUIT Q S5---- TOP OF EXISTING C-) -7 P - c'�, P PI CONCRETE BANK \ J Q ROCK CHECK DAM W/ � r - - -I � 2.0'x 3.0' SAND WINDOW (UPSTREAM SIDE) cO1 ww z �6a 8 1 2 3 4 5 6 _ 0 0 V 1 "_�� o > vo1 poo vm�> - 0 U NOTE: �, 'QI+1 Z aa o 2686 Op 2686 ROCK CHECK DAM TO BE ANGULAR RIPRAP, tF 3 + n 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 () P SCALE IN FEET v 2684 ,3 < II 0 1"=20' NAVD 88 DATUM O > 3 eg_ - w � u \ a w + C) SCALE II 00 \ VE 1" = 2 0 z 2682 \ �S II U Z..: HORIZ.: 1" = 20' 2682 z C, O6�a Cn = w o N \ w wwomm� = of � o ACHD PAVEMENT REPAIR NOTES o -= of zoo w U ��=ACTUAL 2680 \ TIONS NG DITIONAL FIELDQ TRENCHING MAY lJ 2680 C)w a PAVEMENT REPAIR BIEYOND THEI LIMITS SHOWN ON THEP AINS. TDHE Q z 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; & C:� Q U7 C) ACHD SUP. DWG SD-806. = Q = J \ O CD� J Z \� � 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL Cw-J U J w J 2678 ' 7 - � to TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2678 w > Q � � __J �9 r- \ II N 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50%OF THE ~ d w z = <C U \ TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE w w Q 0- w J CD II ROADWAY SURFACE. Q = M CD J ? (n W 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE U � w O CCn ON OJ U 2676 \ a-w MATCH LNE NOT FALL PATH OF A LANE. HE EOR 2676 w OU � O MATCH LINE SSHOALL ONLY FALL IES N THE ETCENTER EDGE OF A TRAVEL ElEL U LANE. Z z , = z O 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE I \ EXISTING PAVEMENT NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BYACHD �AT SAWCUT LINE \ INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. 2674 I 2674 S. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING C'V \ 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.VICTORYROAD(MINORARTERIAL): Z ti 2672 LU I W EDGE OF PAVEMENT u) R9 N SP-3, 0.50 INCH (1/2") 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 000 O WHICHEVER SECTION IS GREATER MUST BE USED. 0 C) C/) I N w I __ II 0 \ 2670 `/' ; w 2670 a- U_ o \ w Z O I \ co \ 2668 2668 m 0 \ o v' ,s is9 a z 0) O � 2666 Q� 2666 V)> w tJaLRFNcy Plans Are Accepted For Public Street Construction 2664 2664 \ �� 0t pirg ari , t-. �e�t Faa3. tre F-rite-eh a H C t--_ that Ply, o l C trio. 10692 + p r .,Lp tF C t g- , ice f of p, (0 `S t r ,P t , n, t the. C rct 1 _, rot r he �� Mf. 939 I I N a -m Eta t t'- COSV6 2662 < II \ > B -TE 9/28/20 D: HICHV-Y DST_ 2662 Lu Project No. PSC 18-86 \ Drown By: JEC a w • CALL BEFORE YOU DIG! 20 66 CALL DIGLINE INC. 2660 VV PRIOR TO COMMENCING Date: August 4, 2020 UNDERGROUND WORK Ca1ue� 208-342-1585 ula Sheet No. W. VICTORY ROAD 12 6+00 7+00 8+00 9+00 12 of 13 DocuSign Envelope ID: FE031FDE-D4B44C5F-AFF7-C684BC66AB3F 31 ERID�'E- APPROVED _._ "WN2z W. VICTORY ROAD TYPE I ST REETLIGHT ------------ ------ \ �yTYPE STREETLIGHT LGHT - - \ SEE NOTE 8 SEE NOTE 8 THIS SHEET 40 THIS SHEET STREETLIGHT NO. Q, TYPE II ' \ \ BLOCK 1 36 35 \ 37 38 39 L------J J-- 34 L — — — — — - STREETLIGHT NO. _ W. CONTENDER DR 54187C, TYPE II — — — — — — --------------- I � \ I \ 33 L — — — — — II \ I \ I I \ 29 \ I \� r STREETLIGHT N0. 54188C, TYPE II Y ST 54186C,IGHT TYPE011 i, (/------------- I I I 25 24 L — — — — — — — — — — — — — — 26 23 = — — — — — —- - - - - - - - - --� r— I BLOCK 1 — — — — — — \\ I \ 27 22 \ I I I J--- — — — —-J L— — — — — — — — -- — 28 21 ----------------J STREETLIGHT N0. 54189C, TYPE II ____________ _ -__ ................ — — — — — — — — — — — — — — — — — — — — — — — — — — —I TYPE I STREETLIGHT TYPE I STREETLIGHT 7 SEE NOTE 8 SEE NOTE 8 THIS SHEET THIS SHEET 5 I I \ \ \ II I \ I \ I \ 40 0 20 40 80 SCALE IN FEET 1"=40' STREET LIGHTING � \ , 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN 1 ACCORDANCE WITH THE CURRENT VERSION OF THE , 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:Hcitizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 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 CONDUITAND JUNCTION BOX _ _ _ LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEETTO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC \ I WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 18 I \\ BLOCK 2 6. CONTACT THE CITY TRANSPORTATION AND UTILITY L 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 17 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. —— ---- 1 1 I \ 1 1 \ E IDIAN*—, APPROVED FOR \ CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian Gity andards and Specifications. This review does not relieve the owner, a ineer, or contractor of the responsibility to design and/or construct hos facilities in compliance with all current applicable federal,_%ate, an laws, rules, regulations, ordinances, _d to agreemen , specifications, orders of approvals, all of c She-CIYy retains, the fight to enforce. Inconsistencies not noted by —staff ' City shall not be construed as approved unless specifically EXISTING addressed in writing by the City. Any proposed revision to these plans STREETLIGH must be submitted for review and compliance with the Meridian City \ \ \ Standards and Specifications before said revision is constructed. Name Codee Krausch Date Aug 17 2020 0 0 z w � z U (n U z-¢ n z w O N Llw�mo'57 o�LLJ o'oao z� o F w z � ¢ z Cn zoz w z L` Q o ¢ Of cn o ¢ o w ¢ � z U i H w¢ OLLJ J O z U U U n J w z > _D ¢ = w J a U w I— N s w w o D' z , J w w ¢ ch� w J < z 0 0 = O � ¢ O J � N 'If� Y = O O C') OU O C) _ � z C_ � z o C\1 O z O QJ mv =D J co I-- W W z Of Of L1J co 120 E o � E z � o U Z � O N !L iS \ONAL FN JG, STE FC, 10692 9lF aF \�P Project No. RSC 18-86 1 Drawn By: JEC Date: August 4,,��2020 Sheet No. 13 13 of 13