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CC - Civil Plans DEVELOPMENT PLANS FOR GENERAL CONSTRUCTION TIMBERLINE SUBDIVISION NO. 21. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDSFOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWCo (AND ANY ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), Al THE Q REQUIREMENTS THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE A PARCEL OF LAND LOCATED IN THE NW 114 OF OF THE NE 114 OF STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. O a 0 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS SECTION 25> T. 3N.> R.1 W.> B.M.> CITY OF MERIDIAN, ADA COUNTY IDAHO U' ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO > Q HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP o Q N WORK ORDER UNTIL THE SITUATION IS RESOLVED. 2020 w Q ACHD Y Q LE 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN ON SITE AT PRESSURIZED IRRIGATION Ch o z ALL TIMES. 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD o SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS,AND THE ISPWC WILL BE ALLOWED UNLESS z �i 1. THE PRESSURE IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN J W 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.. . WHICH IT IS BEING CONSTRUCTED. ;ii CONFERENCE PRIOR TO START OF WORK. 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE V) 9L a 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 cy o 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. 3. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY PERMIT FROM W. VICTORY ROAD DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT. ACHD AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION. a � N r� � 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CANAL CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 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 PHASE 2 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 PROJECT SITE J 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 5. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT(R/W ONLY),AND THE OWNERS PRIOR TO BACKFILLING. AGENCIES.AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH ENGINEER. Z w PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 4. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY w o GENERAL CONSTRUCTION NOTE NO. 1. 6. ALL ONSITE PRIVATE DRIVES SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. NO EXCEPTIONS TO THE ISPWC WILL BE r z Ul ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DESIGN ENGINEER AND/OR GARDEN CITY PUBLIC SEWER, STORM DRAIN,AND IRRIGATION)SHALL BE A MINIMUM OF TEN (10)FEET.WHERE IT IS NECESSARY FOR o 0 WORKS. A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF -> m U 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING v � w V r +, 00 TRENCHES FOR PIPE; (B)PLACING OF AGGREGATE BASE; (C)PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. 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 Q)THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE Q r, OBSERVE THE PRIVATE DRIVE CONSTRUCTION,BUT THE DESIGN ENGINEER IS PRIMARILY RESPONSIBLE FOR PLAN CONFORMANCE WASTEWATER RULES(IDAPA 58.01.16). E m E 9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC OF ALL ONSITE PRIVATE DRIVES. Q o °' N U WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE 5. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE W. TALL PRAIRIE DRIVE m m '5 CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 8. TESTING RESULTS OF ONSITE PRIVATE DRIVES SHALL BE REVIEWED FOR COMPLIANCE BY THE OWNER'S ENGINEER. v 00 WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND I p +� o -6 WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 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 �� v N p CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 0v� c Y 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN 10. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTOR'S ACCOUNT. � p U DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). �y t o 0 WRITING PRIOR TO CONSTRUCTION. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. Wl a 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 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 v 3 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 PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE v z O LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 12. MANHOLE GRADE RINGS,CAST IRON RINGS AND COVERS SHALL BE PROVIDED BY THE SEWER CONTRACTOR.THE ROAD v THE TOP OF THE PIPE. c o CONTRACTOR SHALL INSTALL THE SEWER GRADE RINGS,CAST IRON RINGS,COVERS AND CONCRETE COLLARS TO FINISH GRADE. VICINITY MAP W. HARRIS STREET V N 12. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%. THERE ARE NO TOLERANCES ALLOWED 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. 1 if goo' 13. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE w OV 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 WATER OR NON-POTABLE WATER.THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10)FEET OUTSIDE at 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 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. DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN SIDEWALK IMPROVEMENTS. GENERAL CONSTRUCTION NOTE NO. 1. 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 GENERAL LEGEND o z 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 cn LL_o U CD 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, DISTRICT. FORTY-EIGHT(48)HOURS ADVANCE NOTICE IS REQUIRED. -- PROPERTY BOUNDARY LINE CD = � Q STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE 16. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE PROPOSED LOT LINE Cn z w O _ DETERMINED BY THE FIELD INSPECTOR. w N WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL R/W R/W --- SECTIONAL LINE o m a- CD SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES 17. ALL MATERIALS PLACED WITHIN THE PUBLIC RIGHT-OF-WAY AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN 65.0' w CD FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ADA COUNTY HIGHWAY DISTRICT STANDARD SPECIFICATIONS. CENTERLINE o o_ 58.01.16). 5.5' 5.5' - - - - - - - EXISTING EASEMENT Q Cn � -f = 18. CLEARING AND GRUBBING AND REMOVAL OF OBSTRUCTIONS SHALL BE IN ACCORDANCE WITH ISPWC SECTION 201. Cn z Cl- D 2.0' 5.0' 2.0' 16.0' 2.0' Q - 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER . . C/L 2.0' 16.0' 2.0' 5.0' 2.0' PROPOSED EASEMENT CD Un z CD 19 EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH ISPWC SECTION 202 z Q w z w MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE W PROPOSED 8" WATER LINE w Q = WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 20. STRUCTURAL EXCAVATION AND COMPACTING BACKFILL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204. S PROPOSED SEWER LINE O ~ Q ~ CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 21. DEWATERING SHALL BE IN ACCORDANCE WITH ISPWC SECTION 205. 2% 2% SD PROPOSED STORM DRAIN o w Q � z U (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). ~- -' `` - w Q O J 22. PERMANENT EROSION CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 206. PI PROPOSED PRESSURE IRRIGATION 1� CD z U U � cn 4. WHERE WATER SERVICE LINES CROSS A STORM WATER TREATMENT FACILITY(I.E.SEEPAGE BEDS, DRAINAGE SWALES) GI PROPOSED GRAVITY IRRIGATION o w > J w J 23. PERMANENT STORMWATER BEST MANAGEMENT PRACTICES SHALL BE IN ACCORDANCE WITH ISPWC SECTION 207. CONCRETE SIDEWALK w z J SEE DETAIL 7 SECTION 8200 OF THE ACHD STORM WATER POLICY MANUAL. 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT CONCRETE SIDEWALK PROPOSED PRESSURE IRRIGATION SERVICE Q w w � U(PER ACHD SUP. � = J 24. UNCRUSHED AGGREGATE(6-INCH MINUS)SHALL BE PER ISPWC SECTION 801. DWG. SD-709 4" OF 3 4" MINUS AGGREGATE 4" OF 3 4" MINUS AGGREGATE (PER ACHD SUP. w cn x / / ® PROPOSED STORM DRAIN MANHOLE w 0 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER 3 DWG. SD-709) � z U 25. CRUSHED AGGREGATE BASE/4-INCH(TYPE I)SHALL BE PER ISPWC SECTION 802. 14" OF 6" MINUS PIT RUN 14" OF 6" MINUS PIT RUN 6" VERTICAL CURB & GUTTER & PROPOSED WATER VALVE w w Q 01 w J USERS AFFECTED BY CONSTRUCTION. 6" VERTICAL CURB & GUTTER � ~Q z 0 CD = 0 26. DRAINAGE GEOTEXTILE(TYPE I)SHALL BE PER ISPWC SECTION 2050. (PER ISPWC SD-701) 6" VERTICAL CURB & GUTTER (PER ISPWC SD-701) • PROPOSED SEWER MANHOLE CI� CD J w 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD 27. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC (PER ISPWC SD-701) PROPOSED FIRE HYDRANT � cn 0 1 U REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08). WORKS CONSTRUCTION STANDARD DRAWINGS(CURRENT EDITION)OR THE APPLICABLE ACHD SUPPLEMENTAL DRAWINGS O � Y = CD O (CURRENT EDITION): ENTRY ROAD IST RIGHT-OF-WAY Bo PROPOSED BLOWOFF cn CD CD U 3: SEWER a. STREET SECTION,DRAWING NO.SD-801,AND SECTIONS AS SHOWN ON TYPICAL STREET SECTIONS. 1"=10' ;O� PROPOSED STREET LIGHT � z a- I z CD 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA I VERTICAL CURB AND GUTTER,(ACHD SUP.DWG.SD-701). 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. C. PEDESTRIAN RAMP FOR HANDICAPPED,DRAWING NO.SD-712C. MW GROUNDWATER MONITORING WELL O 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, d. SIDEWALKS,(ACHD SUP.DWG.SD-709) R/W R/W PROPOSED DOUBLE WATER SERVICE Lill STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE e. ROLLED CURB AND GUTTER ISPWC SD-702 47.0' 1" SERVICE W/ 3/4" METER WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL 23.5' 23.5' PROPOSED SINGLE WATER SERVICE N J SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES 28. ALL PEDESTRIAN RAMPS LOCATED IN THE RIGHT OF WAY SHALL HAVE TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE 1" SERVICE W/ 3/4" METER - FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA RIGID INSERTS WET SET INTO CONCRETE(CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED)AND SHALL BE COLORED C/L _ O FLOW DIRECTION 58.01.16). "TRAFFIC YELLOW" 2.0 5.0 2.0' 14.5' 14.5' 2.0' 5.0' 2�0 -� INSTALL SIGN O z 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER 28. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY Z W MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY 11.1 FLAT 2% 2% FLAT LOG LIP OF GUTTER Cr O M WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE o TRC TOP BACK OF ROLLED CURB CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS FOLLOWING VARIANCES LISTED BY DATE AND SHORT DESCRIPTION,WERE APPROVED FOR THIS PROJECT: NONE. TVC TOP BACK OF VERTICAL CURB II W w 0 (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 30. DRIVEWAY APPROACH TO CONSTRUCTED PER ACHD SD-710B,6"THICK PER NOTE E OD ACHD SUPPLEMENTAL SD-7106 CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT �J-J Z �3" ROLLED CURB & GUTTER PC POINT OF CURVE _ (PER ACHD SUP. SP-3, 0.50" (1/2") MIX, ( ) PT POINT OF TANGENT Q PER ISPWC SD-702 = Q � 4. WHERE SEWER SERVICES CROSS A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES) DWG. SD-70 PG 58-28 9) CONCRETE SIDEWALK U) SEE DETAIL 7 SECTION 8200 OF THE ACHD STORM WATER POLICY MANUAL UTILITY 4" OF 3/4" MINUS AGGREGATE (PER ACHD SUP. EP EDGE OF PAVEMENT O C LL.I 3" ROLLED CURB & GUTTER 14" OF 6" MINUS PIT RUN GB GRADE BREAK 7 DWG. SD-709)702) L 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE (PER ISPWC SD- VPI VERTICAL POINT OF INTERSECTION U) LLI TO NATURAL GROUND, USE"CLASS 200 WATER PRESSURE PIPE",ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND 1. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE YEAR MORATORIUM,A WRITTEN 33.0'STREET SECTION 4T RIGHT-OF-WAY W > FITTINGS. z REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE PAVEMENT CUT 1"=10' BVC BEGIN VERTICAL CURVE O z REVIEW COMMITTEE. EVC END VERTICAL CURVE V J 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND 2. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE PRVC POINT OF REVERSE VERTICAL CURVE r J � UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. EXISTING 12" WATER LINE Of FINAL ACCEPTANCE OF THE SEWER. C/L R/W w LLI EXISTING SEWER LINE z 1)ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET 37'0 EXISTING OVERHEAD POWER 000 ' 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 1.0' 1.0 E G E W 17.0' 3.0' 10.0' S 0. EXISTING FENCE y z � ROADWAY 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE VARIES BORROW DITCH r1.0' ACHD c 1 z CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. SIDEWALK EXISTING CONTOUR LINE ` Q) 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-O ARE REQUIRED TO SECURE ARIGHT-OF-WAY VARIES 1-4% EASEMENT o F-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. 3)CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE CJ EXISTING SEWER MANHOLE WHEEL PATH OF THE LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF TRAVEL LANE. 3" OF ASPHALT PAVEMENT CONCRETE SIDEWALK V 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE EXISTING WATER VALVE ZONE. 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED 4" OF 3/4" MINUS AGGREGATE (PER ACHD SUP. 26" OF 6" MINUS PIT RUN GRAVEL SHOULDER DWG. SD-709) EXISTING UTILITY POLE Q SS�OSAL FN UNSUITABLE BY THE ACHD INSPECTOR, DOES NOT MEET THE COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. �G S T F F W.VICTORY ROAD � 5) ANY EXCEPTIONS TO THESE RULES SHALL BE APPROVED IN WRITING BY DISTRICT STAFF BEFORE STREET SECTION �+ LAND SURVEYOR CIVIL ENGINEER CONSTRUCTION BEGINS. 1"=10' (�%Vl E IDIAN -- APPROVED FOR 10692 CARL PORTER, PLS JI M E. COSLETT, P.E. SAWTOOTH LAND SURVEYING ROCK SOLID CIVIL LLC SHEET INDEX CONSTRUCTION OF 2030 S WASHINGTON AVE 270 N. 27TH STREET BENCHMARKS 1. COVER SHEET, GENERAL NOTES AND DETAILS These plans and/or specifications have been reviewed for 'yF. COS�� EMMETT, ID. 83617 BOISE, ID. 83702 2. LOT GRADING PLAN compliance with Meridian City Standards and Specifications. (208) 398-8104 (208) 342-3277 UTILITY REPRESENTATIVES TBM#1 3. PRESSURE IRRIGATION/OVERALL UTILITY PLAN This review does not relieve the owner, engineer, or contractor 5/8"REBAR W/ILLEGIBLE CAP of the responsibility to design and/or construct those facilities ELEV:2659.23' 4. STORM DRAIN DETAILS E IDIAN*_- UTILITY REPRESENTATIVE PHONE Plans Are Accepted For Public �� in compliance with all current applicable federal, state and local Project No. RSC 18-86 5. W.CONTENDER DRIVE-STA:3+02.12 to STA:5+75 p"nu< ioaHo GEOTECHNICAL ENGINEER DEVELOPER GAS INTERMOUNTAIN GAS (208) 377-6839 laws, rules, regulations, ordinances, development agreements, Street Construction Works 6. W.CONTENDER DRIVE-STA:5+75 to STA:9+00 D-g, �°^ �°°3,pp'-UlS�6°4... ELECTRICITY IDAHO POWER 208 388-6320 ❑J_ ❑ specifications, orders or approvals, all of which the City retains ( ) ]1� � Drawn By: JEC MARK BAILEY TELEPHONE CENTURY LINK 208 385-2144 l 7. W.CONTENDER DRIVE-STA:9+00 to STA: 11+00 By stamping and signing the -,pi = -i t fl, - ■ ■ the right to enforce. Inconsistencies not noted by City staff shall BOB J. ARNOLD, P.E. ( ) CALL BEFORE YOU DIG. Engineer ensures the District th,, t iif. r I F ,�` not be construed as approved unless specifically addressed BAILEY INVESTMENTS, LLC 8. S.HUMILITY PLACE SITE CONSULTING, LLC SEWER MERIDIAN PUBLIC WORKS (208) 887-1297 CALL DIGLINE INC. policies and standards. Vanan: i ri ;I I: } 5465 W. KENDALL STREET, 13501 51st AVE NE, WATER MERIDIAN PUBLIC WORKS (208) 887-1297 PRIOR TO COMMENCING y previously pp y ■ in writing by the City. Any proposed revision to these plans must Date: January 10, 2020 9. S.VOLUNTEER PLACE I and reviousl approved b i t is i �� rp ,nr �� r MARYSVILLE, WA. 98271 of the improvement plans by ii - � .• F be submitted for review and compliance with the Meridian City BOISE, ID. 83706 ROADS ADA COUNTY HIGHWAY DISTRICT (208) 454-8135 UNDERGROUND WORK 10. S.GRENZE WAY 425 344-4288 K"°"`�'arsdel°w' 208-342-1585 Registered Engineer of these reef �_it �.� �: '�� � Standards and Specifications before said revision is constructed. Sheet No. (208) 440-6276 ( IRRIGATION NAMPA-MERIDIAN IRRIGATION DISTRICT (208) 388-6346 Callhef you dig 11. W.VICTORY ROAD-STA: 1+07.90 to STA:6+50 morcus84119@yohoo.com FIRE MERIDIAN FIRE DEPARTMENT (208) 888-1234 12. W.VICTORY ROAD-STA:6+50 to STA:9+67.34 BY -TE.[ 13. STREET LIGHT PLAN ADA COUNTY HIGHWAY DISTRICT ■� . . •9 Name Date 1 at 13 - - - - - - - - - - - - - - W. VICTORY READ o- - - - - - - - - - - - - - - - - - - - - - -- --- - - - -- - - - - � -_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ;2685.48--- TC - - - - - U) a> 0(n- - - - - - - - - - - - - TC 2685.47 T- - - - - - - - - - - - - - - - J - - - - - -NG 2689.50 NG 2689.02 NG 2689.10 NG 2689.13NG 2689.40NG 2658.62NG 2687.60 NG 2683.62 NG 2678.73 NG 2672.74 NG 2666.68 NG 2661.66BLOCK 1 NG 2690.54 36 37 07 38 � 39 / `� � � BLOCK 3 \2690.4g 35 I j I coo \° \ 1 \ 2 cO \TC 2690.91 I NG 2690.563NG 2690.29 -TC 2688.64 NG 2688.32 Q 4 yIN 40 0 20 40 80TC 2688.85- 5 6 SCALE IN FEET o034 NG 2690.73 �O�/ NG 2690.64 NG 2690.64 NG 2690.96 TC 2687.36 NG 2685.83 1 1"=40' mTC 2691.21TC 2690.54 o7 IF TC 2690.76 B - mE c�i _0 4% TC 2690.48 TC 2690.20 TC 2689.99 TC 2686.17NG 2681.64 o•L �iI - W. CONTENDER DR \ v o- -5.1% TYPICAL LOT GRADING NOTES - o m o-0.3% TC 2691.50 -0.4%NG 2690.79- 2690.83 TC 2690.01 TC 2688.51 TC 2682.41 v N V _NG 2691.36 -0 v .. o - - - - - - - - - \ NG 2675.80 NG 2670.00 SEE DETAILS TYPE A-D4 C v In o NG 2664.40 NG 2658.69 0 _J �' 0 u TC 2691.67 09 NG 2691.11 NG 2691.34 TC 2690.39 NG 2691.89 NG 2688.78 ~9 © 1. SHEET FLOW N v 3 33 \ \ / NG 2687.67 TC 2675.68 TC 2669.83 TC 2664.43 TC 2660.01 7 - 3 J2. SLOPE FROM HOUSE TO LOT RIDGE OR SWALE (5% MIN) C � L � 3 TC 2691.82 IC 2686.50 TC 2679.96 v z 0 \ - - I 3. SLOPE FROM HOUSE TO PROPERTY LINE (5% MIN) O .L ° TC 2691.86 \ -5'3% TC 2659.97 4. SWALE (10' FROM REAR OF HOUSE) o - -o.1% \ 25 2 24 TC 2689.71 TC 26�9.86 \2682.32 TC 2674.68 - - - TC 2663.63 Z N 69 5. SIDE SWALE (1% MIN) V w --- NG 2676.00 6. SLOPE FROM HOUSE TO SIDEWALK (VARIES) 2 NG 2692.15- - NG 2692.07 TC 2670.53 NG 2662.52 - BLOCK 1 TC 2692.12 \ \ \ NG 2658.82 7. SLOPE OF STREET, SEE PLAN O u 0.1% -1.5% ° \ at NG 2692.08 - TC 2466.72 \� 8. DRIVEWAY SLOPE (VARIES) Q NG 2690.98 32 TC 2692.43 - _NG 2692.33 _ of 17 \ NO 2669.41 r J TC 26I89.99 16 NG 2664.52 GENERAL NOTES 7 TC 2466.72 I L w o z -0.4% // \ cnO w ~ O TC2692.85 O z w � 0 � J `i of 18 1. CONTRACTOR SHALL VERIFY THE ABOVE DESCRIBEDCD NG 2693.87- DATA PRIOR TO CONSTRUCTION. NOTIFY THE U c� ~ � CD r NG 2693.04 _I I f 26 23 � / BLOCK 2 w w � m � '" 1 I 15 14 BUILDING INSPECTOR OF DISCREPANCIES. THE o � w � \ = III TIC 2"0 3Z � I TC 2- -- -s.o% _ CONTRACTOR SHALL COMPLY WITH ALL CITY AND o w o = w N I COUNTY ORDINANCES O z 9 � ~ 31 Uj TC 2693.30 -0.2% ~ -2.2% z -5 3% -6.7% I I NG 2664.55 NG 2658.76 Q Cn w � = Q NG 2681.96 v G� � z O cn - z O NG 2691.11 O NG 2689 _NG_M6.0� \ I m N I/l o O w NG 2693.26- NG 269I.97 � Q z Q z - w TC 2690.40 \ CO z N o I L_J <C 0.3%_ TC 26 3.55 BLOCK 1 N \\ N� \ 17 ` LEGEND �u ¢ Q TC 2693.52 Ui CO co m /� N I I o w Q � wz w Lj NG 2694.04- NG 2693.89 _ o � BLOCK 1 TC 26 6.50 D w \ \ 27 22 1$ �`°� _8 2% -9 4% rTi< I I FINISH GRADE SLOPE 9 � z \ U O cn 1 � J 1 I TC 2666.32 -� NATURAL GROUND SLOPE w o ww J TC 2694.43 CO NG 735 ��G 1675.21_ 2668.17 -7.2% \ NG NATURAL GROUND cn Q w w J w w U 30 \ "76- -10.0% \ / \ NG 2664.10 TC FINISH GRADE TOP OF CURB � w � _ > w 0 TC 2694.64 26g TC 2690.71 TC 2 NG 2658.97 w z o w U 4 \ \ -3.1% w w Q w w _NG I 2690.71 NG 2689lLL --NG 9.97• N BUILDING SETBACK TABLE CDM CD -0.2% I r� NG 2694.35 -0.3%_ NG 2693.78 \ 13 O w u5 O L`J Y J �j � \ T 62C 91.04 \ R8 RESIDENTIAL DISTRICT = a- w N 9 9 NG 2695.10 } NG 2694.79- TC 2695.16 / TC 269 04 �STREET SETBACK (GARAGE).......................20.0' z O O U \ 19 L 9.5% \ \ STREET SETBACK (LIVING SPACE)..............10.0' z a z CD INTERIOR SIDE...............................................5.0' \ ��9 NG 2679.9 28 21 1.0g N �% 1 NG 2667.41 REAR............................................................12.0' 29 - �2696 9 \� f \ / � 7 -6.7 NG 2695.92 TC 2696. TC 2 NG 268 \ CZVE N 0.26 w z° w-0.8% _ . O 2696.48 Ld �NG 2695.06 O FINISH GRADE 20 1' KICKBOARD a 7C O NG 2697.99 NG 2691.66 UNDER VERTICAL SIDEYARD - _ TC 2692.0(\ NG 2682.03 PLANKS SWALE VENT 1' NG 2692.12 x 1' DEEP X 6,> DITCH M Z_ 1% m 0 2.0' 8" Q PROTECTIVE F8" (*TYP) ? y 2'� Of NG 2684.15 SLOPE 5% MIN LU Z � * SEE BUILDING PLANS O FOR EXACT DIMENSIONS LJJ m TYPICAL SIDE YARD SECTION REAR LOT DRAINAGE DITCH E REAR LOT LINE DRAIN DITCH z z REAR LOT LINE N.T.S.1 SECTION A-A REAR LOT LINE / � / N.T.S. DRAIN DITCH 5 1 SIDEWALK 2 V�Z1 4 2 �� REAR LOT LINE 2 Q5 SIDEWALK Q 3 WHERE SHOWN Q �3 SIDEWALK 2 5 SIDEWALK SS\ONAL FNc, \3 n 5 WHERE SHOWN � WHERE SHOWN 4 � �3 WHERE SHOWN C&G 5 c&G \,8 c&G c&G 10692 5 3 5 3 6 5 ✓ rF °F \�P t �3 5 3 F. COS��� �\5 7 7 STREET STREET 7 STREET 7 STREET Project No. RSC 18-86 Drawn By: JEC TYPICAL LOT GRADING TYPICAL LOT GRADING TYPICAL LOT GRADING TYPICAL LOT GRADING Date: January 10, 2020 TYPE "A" DRAINAGE TYPE "B" DRAINAGE TYPE "C" DRAINAGE TYPE "D" DRAINAGE Sheet No. 2 N.T.S. N.T.S. N.T.S. N.T.S. 2 of 13 0 VJ 0 N O I..L N W. VICTORY ROAD 4" PVC SLEEVES FOR FINE IRRIGATION rn EP EP EP EP EP EP P EP EP EP EP EP EP AND POWER SEE SHEET 9 F P EP EP- - - - - - - - - - - - - - - - - - - - - - - - TUH EP P EP _ TJB - - - — — — — — — —gPE�P 7 U 0 m - ❑ 00 4" 22.5° ELL /� - - - - - - - 4" TEE nN M - _ J 185 L.F. 4"0 PI - - - - -143 L.F. 4"0 PI S� SD - i 4" TEE I I _ o N $ \ PI PI P� PI CONDUIT CONDUIT PI 125 L.F. 4"0 PI 69 L.F. 4"0 PI - i - - - - - - PI _ 240 L.F. 4"0 PI PI 40 0 20 4� $� J rj 0 0 N Q� IN 69 L.F. 8" PVC 7 - N = P o. \ \ �3.0 STA:6+27.02 C-900 SLEEVE 3.0' N - - - - °° vi c STA: 4 90° ELL \ \ 34.50'R \ � I `,,� \ SCALE IN FEET J -C o 0 b I 34.501E Q -a , s P 11 \ \ BLOCK 1 _ F� 4' G. VALVE I I \ " ' � A 2 ' 4" G. VALVE ' r' -0 1 =40 \ \ I I / w �� BLOCK 3 I I �, 3 \ \ tl 36 1 38 0 / II I \ 35 \ 39 J a l N 1 \ �/ z o \ \ m I I I i I � I �� \ i co o� � \ \ \ 37 U. I 1 l�� 1 I � 2 � � 1 N I � \ \ V N 1 1 26g0 0 1 o / N ,� 1 Co N III �� % NOTES o u 4" 45° ELL \ STA: a / 0 N 6 o r \ > \ Uj 4" 22.5° ELL / A:9+32.60 26.65 R J 6 o N 5 I \ —3.0' / \ 4" 22.5° ELL (FLG) �3.0' / \ 4 � \ oa 6' COMMON LOT I s\ 1. THE PRESSURE IRRIGATION SYSTEM WILL BE OWNED \ 4" G. VALVE (FLGxMJ) — — _ — — / \� 6 \ AND MAINTAINED BY THE TIMBERLINE SUBDIVISION 34 O �� o I I 1 , \ \ HOME OWNER'S ASSOCIATION. p 1 \ \ \ 2. PRESSURE IRRIGATION BACK UP SOURCE WILL BE VIA (n � L� U O O o � / / 3.0' STA:6+04.44 26.00'R I w ~ \ z CITY OF MERIDIAN WATER DEPARTMENT. METER IS CD p w 4" 11.25° ELL FLG \ � Q - - - - - J W ( ) I I I .p, LOCATED IN LOT 7 BLOCK 2 TIMBERLINE SUBDIVISION N Z -o $ W. CONTEND W 4" G. VALVE (FLGxMJ) _ w w O N b N $ NO. 1, SOUTH OF PRESSURE IRRIGATION PUMP w [ m o' II W—� o W / - - $ - —'�_� - a, ER DR wAdak Z \ I I N,Tk3+1-54 24.5Q? \ \ STATION. p p S c� _ J 6 4" G• rn _ _ e t rn w — 6 r A�VE (FEN)_— J z � ( � � P' 3. ALL PI PIPE SHALL BE LAYED TO "GRADE TO DRAIN". C/J p _ \ ® S o SEE ARV IN SW CORNER OF LOT 29 BLOCK 1 AND � z \ 5 O / N' ® ® DRAIN ON EAST BOUNDARY AT "LOW POINT" (LOT 18 z Q z w W STA:9+11.63 26.50'L_ 3 0, \\ - - m� "o W', n cn cr Q o = z 33 S� \ m _ o W w BLOCK 2. _< w = o Q 4 22.5' ELL (FLG) - _ I 4" G. VALVE (FLGxMJ) / / \ n - N - _o r- T p w Q z C) i SD o d / 2 Q J -n _ 24 "' - STA:5+68.27 25.501E $ o CD ~ z > U � w J L - - - - 25 - - - - - 2692— COMMON LOT 4" 11.25' ELL (FLG) - - o - - 2692- 4" G. VALVE (FLGxMJ) _ \ � N m�- w = cwn 5 > U d3. z a V w o — — �— _� — — — w w J - - - - - - - J \ \ ° / DRAIN I ~ zp0 = 65 17 N $D N ( I EXISTING -a p O w 16 � N I pa_ v� U")CD 1 = - - / ( BLOCK 1 I w � � Y = p0 _ _ _ _ � 18 \ II cnooc.� � = J — - — — — — — 26 d 1 Ov \ STA:3+06.93 28.24'L II °I I z z O CONNECT TO EXISTING r- 23 1 15 1 I 14 • \ 4" PRESSURE IRRIGATION ICE M 1 w N / - 4" G. VALVE FLG - II N I �� —,h - - - - - - - -31 — — I 1 I mi I 'I I BLOCK 2 \\ CV } _J - - - - - - - - - - - - � IN I � N I -I O O 0 1 COCO 1 1 ` I I m N / N 17 II z z Z — — — — — — — - - - - - � �, Q BLOCK 1 27 18 �� - - - - V1 1 I I U Z Z J / \ 22 CO - - - -< I EXISTING WATER I I O O / QO - _ - - - _ - - - I -SERVICE (PHASE 1) - I 30 \ 26g - - - - - - - - - - ��� EXISTING SEWER CO �I > Q SERVICE (PHASE 1) - - - 4 - - J � — — — — r^ v J z m — — — — O — — — — — — — ---17 1 — — — — 3.0' 1 cv'n — — — — — — — — — 1 BLOCK 1 // \ CONNECT TO 1 U) J N / EXISTING PI VALVE I' 1 LLI w J 19 I — FROM PHASE 1 — - z \ EXISTING WATER Cl J C/) LJ I 29 \ /// 28 3.0' 21 �' I BLOCK 1 1 SERVICE (PHASE 1) \ Q, W C/) 2696 � I I � - - — - — — � 1 Q m � O _ 0 i o �- ._ _ -- - 65 L.F. 4"0 PI EXISTING SERVICE - - 146 L.F. 4"0 PI PI - - ,� , z PI \ / FIELD VERIFY O PI / I I�I TIMBERLINE PHASE 1 4" 11.25' ELL 4" TEE / 2000NNECT TO I-L - 4" 90° ELL EXISTING PI VALVE AIR RELEASE 4" 11.25° ELL P/ �_ - VALVE (ARV) =L.== P' _ - - _ - GONA O F / Z 10692 9TF OF \OP COS��-fit Plans Are Accepted For Public LV Street Construction � Project No. RSC 18-86 By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District j Drawn By: JEC 7EP policies and standards. Variances or waivers must be specifical- L ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Date: January 10, 2020 Registered Engineer of these responsibilities. BY DATE: Sheet No. 3 ADA COUNTY HIGHWAY DISTRICT 3 of 13 CL - - - - - - - - - - - - - - � L - - STA: 8+08.77 DF3 PC O �5. ��gS• D 2 TYPE IV C.B. - - - - - W/ 1.0' SUMP STA 3+17.00 DF4 0 TRC: 2689.99 I TYPE I C.B. W/ 1.0' SUMP I.E. OUT 2686.99 TVC 2660.50 MW LE OUT 2657.50 DF1 U) U Mw � � DF5 � o _� W W W W N a�o -W W W ° I N N�' 8+100 - - - 30 L.F. 12" ,y® 4+00 C-900 @ 0.22% I 3 S S W. CONTENDER DR 00 S S - W. CONTENDER DR o 592� 3+17.00 CD o c� TRC 2689.99 b S TYPE I C.B. W/ 1.0' SUMP PIPE PERFORATION DETAIL KEY MAP ldi 1ri N TVC 2660.50 `V - - - - - - - - - - - - - - - I.E. IN 2657.43 (TOP HALF ONLY) ° o U 5.0' LE OUT 2657.33 -NTS- cn cn < - - - - - - J 3 L.F. 12" C-900 NG: MW SEEPAGE TRENCH NO. 3 @ 0.22% a \ w NFF � 2691.40 MW 4111 SEEPAGE TRENCH NO. 1 39 G.F \` 0 10 L.F. 18" STA: 3+17.00 19.00 L LENGTH 25' 3.0' P1/C ®022» \\ PVC @ 0.22% ISPWC SD-613A GROUND WATER �' RIM: 2660.05 SD 9, 163 / /' I.E. IN 2657.32 FINISH GRADE IN SEE OBTAIRVAHIONSHEEWELL 5' �5.0' MIN 8 L.F. 18" ` / COMMON LOT OR , LOT 24 SD o STA: 7+38.48 / LE. OUT 2657.22 GROUND WATER Ul BLOCK 1 PVC @ 0.22% + SUMP 2655.22 BOTTOM OF � "J SDMH 3 00 \ 44.59 L 18"0 CORRUGATED HDPE OR PVC OBSERVATION WELL U STA: 8+08.76 33.00 L W. CONTENDER DR. S U B G R A D E I N m STA: 7+71.48 44.41 L 3o L.F. 12" TYPE I C.B. RIGHT OF WAY PERFORATED PIPE SEE BMP 20 SEE DETAIL00 W. CONTENDER DR. W. CONTENDER DR. C-900 @ 3.57% W/ 1.0' SUMP OF THE 2017 ACHE) STORMWATER THIS SHEET E o N E ISPWC SD-6125 TYPE IV C.B. W/ 1.0' SUMP TVC 2689.92 DRAINAGE FACILITY NO. 5 DESIGN GUIDELINES FOR 0 0.N M o T RIM: 2690.25 TRC: 2689.71 � I.E. OUT 2686.92 SEE NOTE 8 v o I.E. IN 2685.66 I.E. IN 2685.85 _-- LE. OUT 2685.56 � 1"=20' ADDITIONAL DETAILS � > m m TOP OF TRENCH v 00 + SUMP 2683.56 LE. OUT 2685.75i z p +� o -6 N N N � � � O FINISH GRADE CAP END O W N o u o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o t '0 O ORATED DRAINAGE FACILITY NO. I PIPE INTO FTRENCH 5.0 a 3 m N v 3 1°=20' oo -1111 . ITIITIITII IITII w v 0 O 18" II lillilII -1i1=1T1= 1, 2" CLEAN WASHED DRAIN v z IlTllilllll llillillil ROCK SEE SEEPAGE T STA: 4+08.81 43.00 L - =III=1I -III- u, TRENCH DATA TABLE - 00 it I LM W. CONTENDER DR. caP 8 - --- I III - TYPE I C.B. W/ 1.0' SUMP °' a pll-I ROCK DEPTH _ TVC: 2666.72 ® E 0 REPLACE NATIVE MATERIAL WITH ASTM _ - - - - - - - - - - - - - - - - - - - - - - - - - - o I.E. OUT: 2663.72 C-33 SAND OR EQUIVALENT BOTTOM OF SAND 1 I /y//y//y//y//y//y//y//y//y// /y//y//y//y//y//y//y// y//y/ ti / ooaoo° PLAN CONCRETE COLLAR SECTION CONCRETE COLLAR o \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ /\\/ ,� z w w //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// \//\/ � o O -NTS NTS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Z W W a W W W W LL �// W W W W LL - %/%/%/%/%/%/%/%/%/%/%/%/%/%/%/%/%/%/%/% / / o w z /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ WRAP TRENCHES 0 N ~ N o /%/%\/%\/%\/%/%\��\��\/%\/%\%/%\�/%�\�/%/%/%\��\��\��\�/%/ TOP, ENDS, AND SIDES) w w m 0' �--Ja. 1. WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT a \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ o Q p_ m W o - N o > WITH DRAINAGE � w O � z w f CV N DOWN COVER AND CANISTER o _ N cn LOT 5 0 CD Io S. GRENZE WAY 5+00 2. 2 OR 3 BOLT LID WITH 9/16" HEAD AND SEA THREADS, m SEE NOTE 4 GEOTEXTILE TYPE 1 z O _ w z BLOCK 3 z z 4- J N� I GASKETED ( ) C/) Q Q Q Ld o o I.S.P.W.C. SEC. 2050 z w CD H- z M,�' 3. CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) o MAX z cn - z O Z STA: 4+44.89 43.°° L SEEPAGE BED DETAIL �sHGW ¢ z w w U-i - - -�� SS S - - - - - - c> 4. 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON Z S - - - - - - S - N , - 13 L.F. 12" I - W. CONTENDER DR. - u, - w Q = �- - - - - - - - - - - PVC @ 0.22% 3 ' TYPE I C.B. W/ 1.0' SUMP CENTER x Qp- - - - - - - - - - - / 5. TRACER WIRE SHALL BE PLACED OUTSIDE OF PVC PIPE, w -NTS- o w Q o Q U in -1 TVC 2666.72 n �.; / MINIMUM 18 GAUGE, UNSULATED, SINGLE CONDUCTOR W = Q J NG: 10 L.F. 18" 57 L.F. 12" oo I.E. IN 2663.65 - � PVC @ 0.22% / I.E. OUT 2663.65 - COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH Q © 1. PIPE PERFORATION TO BE PER BMP 20 OF THE 2017 ACHD STORMWATER DESIGN GUIDLINES. w H z w CDCn J 2667.25 C-900 @ 0.22% > CD O U J THREE 6" DIAMETER COILS 2. BOTTOM OF SAND/BOTTOM OF SEEPAGE TRENCH SHALL BE A MINIMUM OF 3' ABOVE GROUND WATER LEVEL. NOTIFY ENGINEER p w J 160 SD SD = > J w 6. PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR-35. 0- 4 IMMEDIATELY IF LESS THAN 3' FROM THE BOTTOM OF DESIGN ELEVATION FOR ANY INFILTRATION FACILITY. Z � � � w SEEPAGE TRENCH N0. 2 D Q 3 L.F. 12° WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. DRILLED 0 0 3. SEEPAGE TRENCH LENGTH, WIDTH AND 2" CLEAN WASHED DRAIN ROCK DEPTH SHOWN ON SEEPAGE TRENCH DATA TABLE. _ MW C-900 @ 0.22% w w � � >_ � w U G 5.0' STA: 4+48.35 WELLS MAY UDE 4" PIPE 4. EXCAVATE BOTTOM OF TRENCH A MIN. OF 2' INTO FREE DRAINING MATERIALS (SILTY SAND & GRAVEL). MAY BACK-FILL w Z o J w 0 TYPE I C.B. SDMH 1 7. NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, W/CLEAN PIT RUN. CONTACT THE ENGINEER TO VERIFY MATERIALS ENCOUNTERED BEFORE PLACING PIT RUN, FILTER FABRIC w � Q U w w O f W/ 1.0' SUMP - - - - FABRIC OVER CHIPS/DRAIN ROCK w , , OO AND SAND. Z 0 O S SDMH 2 - -- TVC 2668.42 STA: 4+48.38 43.00 L 8. POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY o ° ° 5. GROUND WATER DATA AND SOIL REPORT PREPARED PER INFILTRATION DESIGN RATE OF 6" PER HOUR. SEE GEOTECH REPORT U � O J w ~ (/) STA: 4+52.89 28.50 R . CONTENDER DR. BY BOB ARNOLD, SITE CONSULTING, LLC, FILE NO. 18006-A DATED FEBRUARY 21, 2018 FOR ADDITIONAL INFORMATION. CD (D c� ON U I.E.E IN 2663.41 9. BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR �_ O CD - - - - - - - - - - - - - - - - - - - ISPWC SD-613A I.E. OUT 2663.31 / ISPWC SD-613A OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE Z ° ° 6. GROUNDWATER ELEVATIONS SHALL BE VERIFIED AT THE TIME OF INSTALLATION OF STORM WATER SYSTEMS. CONTACT THE � w = O O RIM: 2668.90 RIM: 2666.74 I� Y PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED ENGINEER OF RECORD TO CONFIRM LEVELS IN THE FIELD PRIOR TO INSTALLATION. _N O O U _ I.E. IN 2663.28 I.E. IN 2663.64 � OUTSIDE BMP FACILITIES 7. CONTRACTOR TO COORDINATE WITH ACHE) INSPECTION FOR PLACEMENT OF UNDERGROUND ELECTRONIC MARKERS DURING = � O w I.E. OUT 2663.18 } I.E. OUT 2663.54 CONSTRUCTION AND PRIOR TO BACKFILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. ~ z z O SUMP 2661.18 SUMP 2661.54 8. 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 BEDS LOCATED IN COMMON LOTS. 9. IF ROCK IS ENCOUNTERED CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF PERCOLATION TEST IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR SECTION MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE CV GROUNDWATER OBSERVATION WELL -NTS- REQUIRED INFILTRATION. DRAINAGE FACILITY NO. 4 10. AFTER EACH DRAINAGE FACILITY IS FULLY EXCAVATED CONTACT ACHD STAFF TO VERIFY INFILTRATION RATE PRIOR TO BACK O _ ACHE)SUPPLEMENTAL DWG SD-627(REV 2017) FILLING O Cn -NTS- rr� O Q 4+00 Do A 5+00 6+00 B V W ~ - - - - - - - - - - - - - - - - - W 0 00 N - 0 T - - - - - - - - Z_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EP EP EP EP EP P EP EP P EP EP EP EP P P EP EP EP 7� - - - - - - �GVL - - - - - - - - - - - -EP - - - - - - GVL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EP- - - - - - - - L U) O 7W TJB .. �Okp nuP0HP t OHP OH L LL J O + I � z z W w W m 0 FG/NG ±2683.00 J o J CC 121.0' `� N � � o -J of G - - - - - - - - - - - - - - - - - - - - - - - - - - DAYLIGHT- - 25L.F. 12" 25LF. 12" - - - - - - -54.0'- - - _ �' =o N ,� POND BOTTOM 2683.75 PVC @ 0.22� PVC @ 2.68% POND BOTTOM U as N o o W CD 2683.75 SD SD 2681.00 J < CD N 0 J 2 U' CD � N \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C.9DAYLIGHT - It o �' w O n STA: 4+06.39 2.0'x 14.0' SAND WINDOW STA: 5+27.39 0 2682.00 5' SIDEWALK 50.25 R OVER EXCAVATE TO FREE 50.25 R-N STA: 6+31.71 G STA: 6+85.71 o CD - 5' SIDEWALK 3 WATER S'• DRAINING MATERIAL STA: 6+20.30 25.50 L 50.00 R 50.00 R � 1 TYPE I CB W/ 1.0' SUMP 21- - - 4:�- 'MPS SS\ONA L F� F-- STA: 6+20.31 25.50 R TVC 2685.67 J - 4:1 MPx 3, HIGH 1 \S T E C/ /� I.E. OUT 2582.67 2.0'x 7.0' SAND WINDOW B W. VICTORY ROAD �� F TYPE I CB W/ 1.0' SUMP OVER EXCAVATE TO FREE WATER BORROW DITCH 10692 TVC 2685.67 W. VICTORY ROAD DRAINING MATERIAL BORROW DITCH O �o I.E. OUT 2683.81 \ � P DRAINAGE FACILITY NO. 2 DRAINAGE FACILITY NO. 3 DRAINAGE FACILITY NO. 2 DRAINAGE FACILITY NO. 3 TF OF BIO-SWALE WEST BIO-SWALE EAST BIO-SWALE WEST BIO-SWALE EAST Cos 1"=20' 1"=20' SECTION A-A SECTION B-B SEEPAGE TRENCH DATA 1"=10' Plans s ree opstrducto Public 1"=10' � Project No. RSC 18-86 BC S V V A LE D A T /\ By stamping and signing the improvement plans, the Registered y Drawn By: JEC TRENCH No. LENGTH WIDTH ROCK DEPTH TOP BOTTOM/ROCK V100 GROUNDWATER @ Engineer ensures the District that the plans conform to all District c 1 policies and standards. Variances or waivers must be specifical- ` Date: January 10, 2020 TRENCH #1 92,0' 15.0' 8.0' 2688.75' 2680.75' 5,117 CE N/A SWALE No. BOTTOM TOP ELEV BOTTOM ELEV WSE CAPACITY SIDE SLOPES FREE BOARD GROUNDWATER @ ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the TRENCH #2 60.0' 10.0' 8.0' 2665.63' 2657.63' 2,240 CF N/A SWALE WEST 2.0' x 120.0' 2687,50' 2683.75' 2684.25' 625 cuft 3:1 1.0' N/A Registered Engineer of these responsibilities. r n Sheet No. 4 TRENCH #3 56.0' 5.0' 8.0' 2656.60' 2648.60' 1,037 CE N/A SWALE EAST 2.0' x 54.0' 2683.0 MIN 2681,00' 2682.00' 290 cuft 3:1 1.0' N/A BYADA COUNTY HIGHWAY DISTRICT DATE: 4 of 13 � I 3 I I KEY NOTES `' N 4 N i t 5 i 0 STA 3+06.40 Q �%� °� N UJ I I 6 o END IMPROVEMENTS% °j N of w_ 1 TVC 2660.11 0 STA 3+04.81 8.5' R 3� 00 STA 5+45.62 4.58 R I' ``� I + N o 00 I I � cD ao N \, STA 3+17.03 INSTALL BLOW-OFF 8" 22.5° ELL (MJ) \ N r `� M TYPE I C.B. (n STA 5+60.45 N r wi w I I M 0) J J Cn an + cD a �+ N cn STA 4+48.42 r Q vi W/ 1.0' SUMP o STA 4+14.13 8.5' R 4 INSTALL RELOCATED TERMINUS PT N v~i� I TYPE V C.B. I + N U)�� TVC 2660.50 _� 0 TVC 2678.82 Q L - a W 1.0' SUMP ' `� LE. OUT 2657.50- (n HOT TAP EXISTING 12" WATER MAIN BARRICADES. SEE SHEET 9 > > / 12"x8" TAPPING SLEEVE FOR CURRENT BARRICADE ~ STA 5+16.84 STA 4+86.76 N ~ TVC 2668.42 < STA 3+22.76 (2) 12" SADDLE VALVES (N,S) (FLGxMJ) LOCATION VPC EVC p I.E. IN 2663.41 PVI ❑ N (2) 8" G. VALVES (E,W) (FLGxMJ) �/� FTVC 2674.68 TVC 2671.82 Z I.E. OUT 2663.31 TVC 2660.72 CONTRACTOR TO VERIFY EXISTING 12" �� a MAIN LOCATION AND COORDINATE WITH 8»9> F o MwLO CITY 4 REQUIREMENTS M NTS R ALL CONNECTION TO CONSTRUCTION. �� \ ��1 ~ N W 130 L.F. 8"D WATER W 109 L.F. 8"0 WATER '�_N W_ 1 KEY MAP rr^^ T 2 ' vJ A sxso6, ---- 5+00 W. CONTENDER DR- -N N o e�L& - 4T - I °° Z 4 0 157 PC:5+16.86 o o SSMH ' SSMH C2 S STA 4+86.76 J o S c4 p S NOTES a C1 TVC 2671.82 1. 12" WATER MAIN SHALL BE "HOT TAPPED" PER LO �c1 SSMH A2 _ N THE CITY OF MERIDIAN 2013 SUPPLEMENTAL EVCJ - - - - - - STANDARDS TO THE ISPWC DIVISION SECTION 2680 2680 1 ci ai - t Mw i 401.3.12 WHILE INSTALLING WATER SERVICES + I o SEE SHEET 4 D 4 ALONG S. GRENZE WAY. TYPICAL THIS SHEET. Ul LO N STA 5+60.46Ul 06 Q PT STA 4+72.83 STA 3+22.76 0 0 16A STA 3+80.85 v r 00 00 0 TVC 2678.82 PC o ,/ PVI ❑ V m \ � r,O cfl - _ _ _ - -v 00 TVC 2670.53 �� \ / - TV TVC 2660.72 � 00 r 00 O N I I o n CO 0- (0 \ .Q TVC 2663.63 v p r Q 00 x ^ \ �� STA 3+17.00 I CALL BEFORE YOU DIG! E - m E 267Q N + r N 2678 °� h t r oo`` o ° r j TYPE I C.B. o o v� V �U �. + co +� vi r N z N Q "�a u7 N N ° °o N W/ 1.0' SUMP I II CALL DIGLINE INC. v o m .� = Q � N� r- N \ N TVC 2660.50 STA 3+02.12 I ro PRIOR TO COMMENCING v m00 Q �» 15 N N TVC 2666.72 SD TVC 2666.72 N 18 I.E. IN 2657.43 END IMPROVEMENTS �rwwwharahelovM. UNDERGROUND WORK J oN � � z z 14 I.E. OUT 2657.33 TVC 2659.98 208-342-1585 _0 2 a; o CB11 before you dig. 4W m in c O J O UO 2676 9 SEE SHEET 10 NAVD 88 DATUM N v 3 � r a S 83 9 C L � SCALE � o ° VERT.: 1" = 2' V N PVI STA: 3+22.76 VHORIZ.: 1" = 20� w 2674 0 PVI ELEV: 2656.15 2674 0 u � K: 30.02 � N LVC: 328.00 > LL_ o z 2672 w ' w (0 O 2672cn o � w CD wwOO m0-- U') � o : Q a- CD CD NATURAL GROUND ± N o � DI_ [__ CD LLJ UwJ \ AT CENTERLINE C/� Q z = o = Q 2670 �' > > 2670 w - = z o z z mm Qz � cn LLI ' \ O H- t0 cl� (nLLj Q I� W O 13 = Q Q 0, � J 04 U) 1 � z �� o cn J FINISH GRADE �+ w N i`� o\ Q w JJAT CENTERLINE w 0 Q LLJLLJJ2668 2668 = n - Qx �� J cl�lL 20 0 10 20 40 wLLJ (n UW z o CD = O J SCALE IN FEET oou5o J � � 2666 I 1 -20 2666 0 CD 0 z a- W z o I I SO�Q 12" D QJ700 o -Jrn Z 2664 2664 ,��, = 0 O _ N NONNNwNwN \ U7 J� `v�J 0 ° co OZOZOH- z O Z �LO H-- U - 0 =) w CD LU tir > > O 0-) n (6 > +0 z zCD Q� w Ln0 2662 � � 2662 0 � O M � N OU- iNnxw N r ( O v) icu:" Nz w0 L 0 w 0 O m o �' ac� wa �> °a > Z N H- w � Cn - v 2660 =D w H- m wcn -z 00 z 2660 �� - J N \ 1 SD U J UM 2658 Li 1 0 2658 w m U) 0 E -1.43% O ~ z �>> EXIST GI o 2656 ��� _ 2656 NAL Ss�o FN� S I I O ��srE i �, 2654 2654 10692 9 I I OF CosLki y-�-�� 2652 Plans Are Accepted For Public 2652 Street Construction CC By stamping and signing the improvement plans, the Registered Project No. RSC 18-86 Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- z Drawn By: JEC 130 L.F. 8"� PVC SDR-35 @ 0.40� ly and previously approved by the District in writing. Acceptance W 2650 of the improvement plans by the District does not relieve the 2650 Registered Engineer of these responsibilities. Date: January 10, 2020 L -1 BY DATE: WEST CONTENDER DRIVE ADA COUNTY HIGHWAY DISTRICT Sheet No. 5 6+00 5+00 4+00 3+00 5 of 13 SEE SHEET 9 - - - - - - - - - - - - - - - - - 38 37 V� - -- - -TVC 2688.85 1 0' � M TRC 2688.64 r �0) 00 Li J CD L� J 6� L� J W � J N I o+o N a J �' STA 8+08.77 03 STA 7+01.63 a J �' 6' c+D N 2 �o �° CL Li Q U U)i� PT/EVC PC N �' U U 'p TVC 2688.24 -� > - ��"� Cn N TYPE IV C.B. �d, O - - a STA 9+00.00Ln W 1.0' SUMP O �° 0�' a o TRC 2690.36 TRC 2689.99 STA 6+10.85 6 4 U) I.E. OUT 2686.99 PC- ono N TVC 2683.28 J � N o NN MW Q LL 000 STA 5+74.24 i BVC r) 0 � I _ N c6 / 93 L.F. 8"0 WATER TVC 2680.13 w I w o -w_ w CV9, KEY MAP W I 9+00 8+00 7+00 PT:6+5 .46 8',0 4.F in SSMH C4 W. CONTENDER DR SSMH C3 W FR W I S 0 Ln S S o pC. N N s" " 6Xoo i - w •h � '� STA 7+04.24 > ° �V°000 STA 8+08.77 TVC 2688.32 STA 9+00.00 EVC w Ll MW TRC 2690.36 \ 2 \ STA 6+54.47 ul _ TRC 2689.99' STA 7+10.49 cD o PTul SEEPAGE TRENCH �' r` Ln ° o 0 o� \w PC TVC 2686.17 �4 y U m N0. 1 SEES SHEET 4 TVC 200 688.51 Ln,� L� ,� SD Z N V i �a+o �' + STA 6+10.86 �� v p r / Pc 1 CALL BEFORE YOU DIG! E - N E J o / N Q v TVC 2683.28 Q a ai r^ o > + � �; CALL DIGLINE INC. 2 .^24 /69 STA 7+99.P8 SD / Xo�`'�; I N 20 0 10 20 40 y PRIOR TO COMMENCING > m° r? > / TRC 2690.01 TRC 2689.71 N o0 \ TVC 2689.92 �' 16 '�� STA 5+74.24 ' v � cl� - - - � UNDERGROUND WORK � p � o � 17 ^ CO Cl) B VC 1 nwGW Vw a s below. v N - /nrr o CO TVC 2680.13 SCALE IN FEET Call bell VW dig. 208-342-1585 04 � N � 0 SEE SHEET 9 1 =20 0 a UO NAVD 88 DATUM18) N 3 C L 0 SCALE v z ( � � o PVI STA: 7+70.27 � o VERT.: 1y = 20 V N 2692 r PVI ELEV: 2690.27 HORIZ.: 1 = 2 + co K: 22.05 + 00 KEY NOTES 2692 0 U 00 N LVC: 77.00 r- N at 10 STA 6+41.69 6.87 R D cii LLJ PVI STA: 6+39.24 8" 22.5' ELL (MJ) N � > > 4- 06 PVI ELEV: 2686.22 � 6 2Q STA 6+55.97 6.0 R o z 0.40% w w m m o K: 20.29 o0 8"x8"x6" TEE (MJxMJxFLG) cn C) w O 2690 \ + �j N 6" G. VALVE (FLGxMJ) 2690 o � Q � � N LVC: 130.00 LLi CD cn w �. cn w 6" F.H. ASSEMBLY CITY OF w L'J � m w � J r- > > \ J > > MERIDIAN SD-W8 & SD-W9 � CDa- O o w w w = = o rn(6( o zo oo \ �9q w w/ NATURAL GROUND m m 0 STA 7+49.15 6.0 R Q � � _ Q ED � cfl 8" TEE (FLG) zwO = Q 2688 I c6 (0(0 AT CENTERLINE �j _N �n N N N o w (3) 8" G. VALVES (FLGxMJ) 2688 Q - w z O z C° � `°II \\ \ cn SD PIPE � N � Qw NC4 Cn o o a z> II + opH- J z > co (0 =) ~7-0 z U O O � J Q � J J FINISH GRADE \ g Q N 2686 � > J ~ w 2686 ~ I Cn w AT CENTERLINE cn H- z Q w L J � v cn cn o' - _ c� Q x W I > w w 0 z 2 o U w w Q � w J 1 \ z M CDz 0 CD 8" WATER I CD5 0 CD 2684 �" I J \ 2684 cno O� Y � = W U S z z o 00 0 I 2682 2682 N O o I_ z w o � O � o 2680 2680 26 , - > � � 4 �.F_ 8„0 j 0 QU) PVC SDR,3,5 8"4SLEEVE z O 7 2 43q72678 C ti W z n � z oQ 2676 ' [p 2676 m I E 1J8 C F i O z p`'� I w 2674 soR\3S I = 2674 I 38g I O SS\ NA L W FNG W O rE 2672 I `n Z 2672 10692 O Plans Are Accepted For Public `'IMF F Cos���� � c 2670 Sao Street Construction LV 2670 By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District y Project No. RSC 18-86 policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance L� of the improvement plans by the District does not relieve the 7 Drawn By: JEC 2668 09 Registered Engineer of these responsibilities. � 2668 BY DATE: Date: January 10, 2020 ADA COUNTY HIGHWAY DISTRICT WEST CONTENDER DRIV Sheet No. 6 9+00 8+00 7+00 6+00 6 of 13 35 \ �� A 2690 36 o \ N - 9 38 _ s _U) > 0 COto - / STA 10+08.19 r rn LZ -i N rn / 0.88% PC rn a-i Ui + N TRC 2690.79 fflk 0) N V)i�� - - - - -� Q c� I_ - - - - TRC ?xss 32 0 w sT 69�?� 34 �� � O I KEY MAP q z STA 10+24.42 �s�py PRC/GB I O S� TRC 2690.54 I N r7 -1- CO 20.0' CITY OF MERIDIAN p N/ 251 L.F. 8"0 WATER WATER EASEMENT s W co � t o IN- W J 4 - °j 12 L.F. 8"0 WATER PC:10+16.57 0 W. CONTENDER DR 9+00 I W SSMH C5 �� I = KEY NOTES I o - 10+00 o f Sri W 170 L.F. 8"0 WATER W / S S '6 S Ul STA 10+00.56 6.0 R o 0 STA 10+69.49 z (6 in I w 8"x8"x6" TEE (MJxMJxFLG) U m 3 k0" ro I 6" G. VALVE (FLGxMJ) v °� TRC 2691.50 N 19 L.F. 6" WATER E N E 6" F.H. ASSEMBLY CITY OF Q o L N o o MERIDIAN SD-W8 & SD-W9 00 v co V � 0) I O STA 10+46.04 19.30 R J � 0 STA 10+16.57 PC GB eo o MW 8" 90' ELL (MJ) v v o In EXISTING 20.0' CITY OF Q2 TRC 2690.83 + I `^ o u MERIDIAN WATER EASEMENT STA 10+78.90 SSMH d'S, o J rn N STA 10+52.09 10.12 R O a 0 PRC C6 / r-J Q c> 8 TEE 33 TRC 2691.67 ��s �'� 0)r V (3) 8" G. VALVES (FLGxMJ) V 2692 N I ® STA 10+79.00 167.77 R a) z \ CONNECT TO EXISTING G. VALVE o r; STA 10+87.41 r + 00 PT + U : N 0 o TRC 2691.82 STA 10+94.54 o+ � J PT � 25 24 Lo O L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TRC 2691.86 - 6.0'If I I � � 16.5' 16.5' 2692 20 0 10 20 40 CALL BEFORE YOU DIG! CD ,_ O O CD 32 23.5' 23.5' O � o = w � a CALL DIGLINE INC. D Q - - - - - - - - - - - - - - - - - SCALE IN FEET w w >- m CD SEE SHEET 8 PRIOR TO COMMENCING w O N �� _ UNDERGROUND WORK o w w CD 1 =20 CD Callk4wywdig. 208-342-1585 0 � w z o w CDO NAVD88DATUM Qa_ z oz w Qw wQ I-- o - z I-- SCALE `n w Q w S Q J J V E R T.: 1" = 2' ~ z O c..) � C/-,-,CY) J "HORIZ.: 1 = 20 �LLI v2696 � w I 00 0-) cn Q x Nr7� O 0 0 + O z w > Q- Iw 0 00 �r7 O ww <CUwwJ CO p+ Cn N �p 00 ro o0 f 0 ~ z CD = O U - co cV �00 N I I N � J w C/) Q Nzo v o �N� � II NATURAL GROUND o w w o CD o 2694 U) � z z N z 0 N � AT CENTERLINE 2694 cn O '� Y W w - c� � v 1.407 canF �zz > � cncn �zz w w z z O 2692 2692 N FINISH GRADE AT CENTERLINE 0 z w o � >� z � 2690 2690 0 PZ > Q cry o w z o 07 8 WATER I F-- O 00z O 2688 Iw 2688 � o cn � w z o Iw O z 00 � 55 L.F. 8"0 PVC � 2684 SDR-35 ® 0.40% I 2684 m O I z 2682 264 L.F 1 2682 • 8 � PVC SDR,35 © SS�0NAL FNG 2.43q O 2680 z 2680 10692 W 110/ LQ 9TF OF \�P Plans Are Accepted For Public - COS 2678 LLI Street Construction 2678 By stamping and signing the improvement plans, the Registered Project No. RSC 18-86 Engineer ensures the District that the plans conform to all District ` policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance z Drawn By: JEC of the improvement plans by the District does not relieve the 2676 Registered Engineer of these responsibilities. 2676 Date: January 10, 2020 BY DATE: WEST CONT NDER DRIVt ADA COUNTY HIGHWAY DISTRICT Sheet No. 11 +00 10+00 9+00 7 of 13 SEE SHEET 7 23.5' 23.5' J 16.5' 16.5' II 6.0' 00 28 0 - - - STA 10+08.19 C6 } 25 26 J III:,-, � - - �' 0 PC o+ O TRC 2690.79 N STA 10+16.57 STA 12+13.10 _U) /Z R2>0 L TRC 2690.83 rn to TRC 2693.52 N STA 10+24.42 C5 ±,� Q LZ PRC \ + Ln n TRC 2690.54 1 � � rn c) + T Of N2-8 STA 10+87.41 7 SSMHQ KEY MAP PT C5 TRC 2691.82 �' STA 12+33.95 \ 0 �o� PRC 36 \ 1 0 / TRC 2694.08 CIV \� N 1 `r 1 r-i STA 12+66.01 0 W W 250 L.F. " W W0 WATER 1 (6 N RADIUS PT W U }a� o PVT 2694.98 oo PT:10+87.41 S. HUMILITY PL. 12+00 13+00 o p� 73 2.4% 1. 0° 11+00 0 _�'' Ul 1g STA 10+95.24 S S S-� > :3 STA 12+33.95 SS �- RJC� v or �pk4 ^� SSMH PT `° Ki PRC STA 13+07.51 � V , mo0 SAP ` SSMH181 HP v° 9-fo C6 TRC 2691.93 TRC 2694.43 or- ERG TRC 2696.09 Q E = N E 20 0 10 20 40 ° o .SO / r` o cU Ln p Rj p +� o 72 c6 � A �;� � �' s / SCALE IN FEET v N .0 J' N u7 L� J O L� J -N N /+ CD 111=201 0 .6 0.88% �0- a +� vi + � +� vi Q I m N v 3 i c o �" , STA 10+78.90 co�� o KEY NOTES N/ � /� rn o PRC - _ Lq TRC 2691.67 4 J N °' co O .? 31 �r, rn 29 STA 12+98.86 6.0 L v+ a / o N / 33 32 IN N 0 � 8"x6�' REDUCER (FLGxMJ) cn 30 < a 6" G. VALVE (MJxFLG) N 17 L.F. 6" WATER 34 1 N 1 1 1 1 1 rn 1 1 6" F.H. ASSEMBLY CITY OF CALL BEFORE YOU DIG! cn o N MERIDIAN SD-W8 & SD-W9 z CD = w / N CALL DIGLINE INC. CD � � Q cnz >- woN PRIOR TO COMMENCING w w m w / Knowv4WIslbelow. UNDERGROUND WORK o � CDgall before you dig. z o w z a_ CD Q NAVD 88 DATUM � - z C z wQ = Cn >- L-J Cn O wQCn wLj O N SCALE � Jco o c ) JVERT.: 1 = 4 = W Jo Q HORIZ.: 1 = 20 2698 � w2698 O �co cn x U N - w w 0 CY) Ur� 0') II w ww Q U w w J r� co = MCD N � NO > J Q J w N cn P- w o C-D w 0 Y 2696 `� - � ' 2696 � � LJ-- cn CDCD 0 II N z � 0 z o _ H- r- c° N w 2.40% 2694 Lq � J � L0 � �� a_ w 4 N�00 2694 N + o o °0°°N FINISH GRADE 00 o N 0 � a, � AT CENTERLINE II N 00 co - cflz� O N C�00N = N-O Q II � o �NH- Q �zz 1.40% z W 2692 2692 o Q > J � < >> J NATURAL GROUND j 0.40% AT CENTERLINE L 2690 v 2690 � J O z � g" WATER U, J W U) 2688 W 2688 m O z 2686 88% 2686 8 � PVC SDR 35 � 1. 217 L.F. SS\ONAL E o \SrE 2684 55 L.F. 8 0 PVC L 2684 SDR-35 © 0.40% 10692 0 � 9T OP Plans Are Accepted For Public LLI J�'�F• Cosy-�-�� 2682 Street Construction 2682 By stamping and signing the improvement plans, the Registered Project No. RSC 18-86 Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance L1 1 , Drawn By: JEC of the improvement plans by the District does not relieve the �1 2680 Registered Engineer of these responsibilities. 2680 V BY DATE: V Date: January 10, 2020 ADA COUNTY HIGHWAY DISTRICT SOUT HU I LITY LACE Sheet No. Q 10+00 11 +00 12+00 8 of 13 SEE SHEET 12 SEE SHEET 6 19 6 N II + o N I Cn I I E] 0)LZ � 20 � � CD- - -1 a c� � -cn 1 TVC 2488.24 - - W L- �, STA 6+ STA 7+10.81 / 17 2688 - _L __------! ��. 1 > 20.30 PT TYPE IV C.B. TVC 2688.85 / - - TVC 2688.51 --- 18 Q � co / /Z \\ PTA 7+99.77 o r�i + - STA 9+8 .60 \� W 1.0' SUMP BEGIN TVC 2685.67 STA 6+64.81 STA 6+87.81 f cn I.E. OUT 2683.00 EVC PVI /CURB TRANSITION o Q J vi o r TRC 2691.04 \ �I �68 I I TVC 2687.31 TVC 2688.09 \ - + � o o \ A TYPE I C.B. - - - - - °' c� - - - N �- - co 0) L \ I \ W/ 1.0' SUMP � � rnN \ 1 TVC 2689.92 \ V) Q C) \ a3 1 I.E. OUT 2686.92 �I I ~ a �O � N r7 � 0 8' PVC STA 6+64.81 STA 6+87.81 ------------------------------ .o � � STA 6+15.30 c� I I w I PC ON oz C-900 PI EVC EVC I w TVC 2685.69 " SLEEVE LOG 2687.25 C� LOG 2688.03 ---- s -- ° STA 10+60.16 1 = ? STA 6+21.56 STA 7+03.03 PCA 9+65.74GB I o LOG 2685.65 LOG 2688.43 � TR J o 2686 W W TRC 2690.79 W TRC 2692.00 Iw 6+00 7+00 8+00 9+00 10+00 1•0% ' , - - - �- `^ STA 6+14.06 I 1 STA 7+10.53 IM, S. VOLUNTEER PLACE `00 N I 1 LOG 2685.75// LOG 2688.76 /� s s s 00 V " M ` STA 10+18.66 v r- STA 6+21.56 STA 7+03.03 \ / o LOG 2685.65 STA Li 6+64.81 LOG 2688.43 / RADIUS 1. Q o- ai m o 1 STA 6+15.30 ~ o STA 6+87.81 p / o° PVT 2691.44 O in cV V o 8' PVC EVC N + STA 7+10.47 / v 'o PC N Z C-900 PI LOG 2687.25 EVC PT pp m o TVC 2685.69 / LOG 2688.03 w / / SLEEVE TRC 2688.64 p w° - STA 9+6 STA 9+86.60 J �, N - rRC o ----- 5.74 TRC 2691.04 v� c Y PC ci rn cD o PC 00o -2686,1 I t p TYPE IV C.B. Ki 6 + TRC 2690.79 a o �r STA 6+64.81 U W/ 1.0' SUMP 't ao � Y -1 "� F o � STA 6+87.80 a + cD o0 0 EVC PVI cn c.� TRC 2689.71 � N +J v 0 +J vi � o O 3 STA 6+20.30 TVC 2687.31 I.E. IN 2685.85 � _ cn rn�. + N v TVC 2688.09 Q \ 4I z TYPE IV C.B. - - I.E. OUT 2685.75 VO) a I_- a C" °' C) V / c o °� W/1.0' SUMP �� a = STA 7+05.47 \ 24 � En A / N TVC 2685.67 BEGIN CURB \ w N --- I.E. IN 2682.90 TRC 2690.01 - f I.E. OUT 2682.801 39' TVC 2681sO COMMON LOT 23 5 vv SD - 22 D - - - - - - - - - - - - - - - - - - - - li i ! SEE SHEET 6 ! _j Uri o�� KEY NOTES �� w SEE SHEET 11 1 - - CD 21 UC=D w m C ST11.25- 6.OL J o � w a- O 8"x6" REDUCER (FLGxMJ) R1C o ww CD 6" G. VALVE (MJxFLG) z LLJ 17L.F. 6" WATER Q �� ~ = Q 6" F.H. ASSEMBLY CITY OF CALL BEFORE YOU DIG! cn z =z O z MERIDIAN SD-W8 & SD-W9 Q = w w 20 0 10 20 40 CALL DIGLINE INC. w Q = cn >- � 0 2-32 L.F. 4" CONDUIT PRIOR TO COMMENCING SCALE IN FEET UNDERGROUND WORK w Q cn U 70 L.F. 4" CONDUIT KEY MAP _ �°"""' �d� "' 1r'-20' 00 L Callbera ymdig. 208-342-1585 � z w a o � cn _ ro - NAVD88DATUM � � � J � 0, > r`. co QwwJwwU L rn � 00 N = cn > � x w 0 + O 00 (D N Q I I w � Q (� w w J + - U) SCALE r7 � rn � � O � � cz DO O = Y PVI STA: 6+89.81 II `" o O MI-- > O = ~ co cri co - cop W - c� PVI ELEV: 2688.32 0 00 �; oo + a; Q II = N O w VERT.: In CD cD cn o v 2692 K: 26.06 � '�. + OU � '�. a HORIZ.: 1 = 2 2692 CD w O o CD LL_ LVC: 42.00 00 N � II N w C/) v~i z = o ~ _ _ co II co NATURAL GROUND > J z w z O co II N II N Q m W 1.00% ' 00 °° � Q II II AT CENTERLINE (0c Oc II Cn > II > 0p + 00 W 2690 co N N w `� w w - - - - 0.65% 2690 •> J a- W > J_ (n W W W W W N > ; 2 Op 0 -2 009' 1.50% O > WW 0 0 / � mm 2pg% FINISH GRADE z `2 r r- , - �� r- AT CENTERLINE z W 2688 CO CO co r, r 2688 0 Q r- � II II N � �� � / II co Q II LO N � � �z � II N II Of U'- w w g �> 0 a- + 12s ~ w a- zz Ww2686 � > O2686 cn z W � w coz J 0 ` > J g" WATER ww / 244% -0.4 % 2684 2684 m Oz 2682 2682 SS\04A L FNc 2680 2680 10692 9TF OF \�P Plans Are Accepted For Public J F. Cos�- 2678 Street Construction W 2678 g"0 PVC SDR-35 @ 0.60% 288 L.F. By stamping and signing the improvement plans, the Registerec � Project No. RSC 18-86 Engineer ensures the District that the plans conform to all l policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance Drawn By: JEC of the improvement plans by the District does not relieve the 2676 L Registered Engineer of these responsibilities. V 2676 Date: January 10, 2020 BY DATE: SOUTH VOLUNTEER PLACE ADA COUNTY HIGHWAY DISTRICT I I I Sheet No. 9 6+00 7+00 8+00 9+00 10+00 9 of 13 SEE SHEET 12 SEE SHEET 6 19 6 N II + o N I Cn I I E] 0)LZ � 20 � � CD- - -1 a c� � -cn 1 TVC 2488.24 - - W L- �, STA 6+ STA 7+10.81 / 17 2688 - _L __------! ��. 1 > 20.30 PT TYPE IV C.B. TVC 2688.85 / - - TVC 2688.51 --- 18 Q � co / /Z \\ PTA 7+99.77 o r�i + - STA 9+8 .60 \� W 1.0' SUMP BEGIN TVC 2685.67 STA 6+64.81 STA 6+87.81 f cn I.E. OUT 2683.00 EVC PVI /CURB TRANSITION o Q J vi o r TRC 2691.04 \ �I �68 I I TVC 2687.31 TVC 2688.09 \ - + � o o \ A TYPE I C.B. - - - - - °' c� - - - N �- - co 0) L \ I \ W/ 1.0' SUMP � � rnN \ 1 TVC 2689.92 \ V) Q C) \ a3 1 I.E. OUT 2686.92 �I I ~ a �O � N r7 � 0 8' PVC STA 6+64.81 STA 6+87.81 ------------------------------ .o � � STA 6+15.30 c� I I w I PC ON oz C-900 PI EVC EVC I w TVC 2685.69 " SLEEVE LOG 2687.25 C� LOG 2688.03 ---- s -- ° STA 10+60.16 1 = ? STA 6+21.56 STA 7+03.03 PCA 9+65.74GB I o LOG 2685.65 LOG 2688.43 � TR J o 2686 W W TRC 2690.79 W TRC 2692.00 Iw 6+00 7+00 8+00 9+00 10+00 1•0% ' , - - - �- `^ STA 6+14.06 I 1 STA 7+10.53 IM, S. VOLUNTEER PLACE `00 N I 1 LOG 2685.75// LOG 2688.76 /� s s s 00 V " M ` STA 10+18.66 v r- STA 6+21.56 STA 7+03.03 \ / o LOG 2685.65 STA Li 6+64.81 LOG 2688.43 / RADIUS 1. Q o- ai m o 1 STA 6+15.30 ~ o STA 6+87.81 p / o° PVT 2691.44 O in cV V o 8' PVC EVC N + STA 7+10.47 / v 'o PC N Z C-900 PI LOG 2687.25 EVC PT pp m o TVC 2685.69 / LOG 2688.03 w / / SLEEVE TRC 2688.64 p w° - STA 9+6 STA 9+86.60 J �, N - rRC o ----- 5.74 TRC 2691.04 v� c Y PC ci rn cD o PC 00o -2686,1 I t p TYPE IV C.B. Ki 6 + TRC 2690.79 a o �r STA 6+64.81 U W/ 1.0' SUMP 't ao � Y -1 "� F o � STA 6+87.80 a + cD o0 0 EVC PVI cn c.� TRC 2689.71 � N +J v 0 +J vi � o O 3 STA 6+20.30 TVC 2687.31 I.E. IN 2685.85 � _ cn rn�. + N v TVC 2688.09 Q \ 4I z TYPE IV C.B. - - I.E. OUT 2685.75 VO) a I_- a C" °' C) V / c o °� W/1.0' SUMP �� a = STA 7+05.47 \ 24 � En A / N TVC 2685.67 BEGIN CURB \ w N --- I.E. IN 2682.90 TRC 2690.01 - f I.E. OUT 2682.801 39' TVC 2681sO COMMON LOT 23 5 vv SD - 22 D - - - - - - - - - - - - - - - - - - - - li i ! SEE SHEET 6 ! _j Uri o�� KEY NOTES �� w SEE SHEET 11 1 - - CD 21 UC=D w m C ST11.25- 6.OL J o � w a- O 8"x6" REDUCER (FLGxMJ) R1C o ww CD 6" G. VALVE (MJxFLG) z LLJ 17L.F. 6" WATER Q �� ~ = Q 6" F.H. ASSEMBLY CITY OF CALL BEFORE YOU DIG! cn z =z O z MERIDIAN SD-W8 & SD-W9 Q = w w 20 0 10 20 40 CALL DIGLINE INC. w Q = cn >- � 0 2-32 L.F. 4" CONDUIT PRIOR TO COMMENCING SCALE IN FEET UNDERGROUND WORK w Q cn U 70 L.F. 4" CONDUIT KEY MAP _ �°"""' �d� "' 1r'-20' 00 L Callbera ymdig. 208-342-1585 � z w a o � cn _ ro - NAVD88DATUM � � � J � 0, > r`. co QwwJwwU L rn � 00 N = cn > � x w 0 + O 00 (D N Q I I w � Q (� w w J + - U) SCALE r7 � rn � � O � � cz DO O = Y PVI STA: 6+89.81 II `" o O MI-- > O = ~ co cri co - cop W - c� PVI ELEV: 2688.32 0 00 �; oo + a; Q II = N O w VERT.: In CD cD cn o v 2692 K: 26.06 � '�. + OU � '�. a HORIZ.: 1 = 2 2692 CD w O o CD LL_ LVC: 42.00 00 N � II N w C/) v~i z = o ~ _ _ co II co NATURAL GROUND > J z w z O co II N II N Q m W 1.00% ' 00 °° � Q II II AT CENTERLINE (0c Oc II Cn > II > 0p + 00 W 2690 co N N w `� w w - - - - 0.65% 2690 •> J a- W > J_ (n W W W W W N > ; 2 Op 0 -2 009' 1.50% O > WW 0 0 / � mm 2pg% FINISH GRADE z `2 r r- , - �� r- AT CENTERLINE z W 2688 CO CO co r, r 2688 0 Q r- � II II N � �� � / II co Q II LO N � � �z � II N II Of U'- w w g �> 0 a- + 12s ~ w a- zz Ww2686 � > O2686 cn z W � w coz J 0 ` > J g" WATER ww / 244% -0.4 % 2684 2684 m Oz 2682 2682 SS\04A L FNc 2680 2680 10692 9TF OF \�P Plans Are Accepted For Public J F. Cos�- 2678 Street Construction W 2678 g"0 PVC SDR-35 @ 0.60% 288 L.F. By stamping and signing the improvement plans, the Registerec � Project No. RSC 18-86 Engineer ensures the District that the plans conform to all l policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance Drawn By: JEC of the improvement plans by the District does not relieve the 2676 L Registered Engineer of these responsibilities. V 2676 Date: January 10, 2020 BY DATE: SOUTH VOLUNTEER PLACE ADA COUNTY HIGHWAY DISTRICT I I I Sheet No. 9 6+00 7+00 8+00 9+00 10+00 9 of 13 SEE SHEET 5 - - - - - - - - - - - - - - - - - � 2662 SEE SHEET 4 I 16/ FOR STORM 17 2662 O o DRAIN DETAILS y" CnCn -4- - � � N ISM , - ' o f - 1 '6 _O TVC 2663.63 +,L � j+ © i N - .> - J + CD L5+40.00- -r EVC STA 5+55.00 N 664 O - �ry � N TRC TRC 2666.63 S Yp� / STA 4+71.65 - - TVC 2666.72 1 2666.73 1 w W w 2 wa KEY MAP Q 2 - � 00000 - 0000000 z f -N ---- o � � W W W W W � STA 5+84.96 z STA 5+01.67 STA 5+25.00 co END IMPROVEMENTS 666�%" PC BVC . TRC 2666.32 a ® TRC 2666.63 TRC 2666.73 N o 5+00GRENZE wA�_ KEY NOTES 5 + 66.66 1 J / PC:5+01.67 - - - - - - -S - - SS STA 5+25.00 S iv ' 1� RELOCATE TERMINUS BARRICADES 61 - - - - - -- .00 o cn SEE SHEET 4 FOR NEW LOCATIONS 3 TRC 2666.73 STA 4+69.95 0 0 26ggrSDD © TYPE I C.B. W/ 1.0' SUMP U m STVC 2666.72 � °0 co SD .72 0 1 j266 SEE OSHEET 3UT 3 FOR STORM 0- 10 o STA 4+71.35 � `O WATER PLANSEE SHEET 4 � (D _ - - -STA 5+84.96 - J v om -FOR STORMPT A 5+01.67- STA 5+40.00 + I �- RAC v mN END IMPROVEMENTS o PC PVI - - �n 3 STA 4+69.95 v NDRAIN DETAILS72 TRC 2666.72 TRC 2666.63 TRC 2666.73 Q c� TRC 2666.32 TYPE I C.B. W/ 1.0' SUMP2676 TVC 2666.72STA 5+55.00 I.E. IN 2663.65 O J oU EVC I.E. OUT 2663.55 20 0 10 20 40ao TVC 2 TRC 2666.63 SEE SHEET 3 FOR STORM N v 3 \\ 670.53 \ 13� �26�° WATER PLAN C 3 _ - SCALE IN FEET i o 0 f ® 33 L.F. 12" C-900 0 0.22% 1"=20� a) z c o 4 3 2672� 14 50 EXISTING SEWER SERVICE. CONTRACTOR TO FIELD LOCATE u' I I @R. CALL BEFORE YOU DIG! ; 261,2 I © EXISTING WATER SERVICES. CALL DIGLINE INC. O u CONTRACTOR TO FIELD LOCATE - - - - - - - - - - - - - - - - - PRIOR TO COMMENCING SEE SHEET 5 CallhelDmywdig. UNDERGROUND WORK 208-342-1585 NAVD 88 DATUM Cn z w cn c� � CD = LLJ cnz � wCD w w m w SCALE w O00- = PVI STA: 5+40.00 VERT.: 1" = 2' Q Cn � � = Q 2670 PVI ELEV: 2666.93 HORIZ.: 1" = 21 2670 z CDCD o � ,n o K: 20.87 � Q � v-, � � Q w N co Ln cfl O 130.00 0 00 � o Q N r7 + co r7 + c0 O 0 O 00 W Q � U O II II N O N S O i aC J (0 (0 + (0z Cn FINISH GRAD O N > J wJ 2668 Q Q II Q � II AT CENTERLINE cri w Q II 2668 Q � L_Jw J w � CU II U) > II � U)I UU F- c/ � � wo �_ > > J LLJ �_ > > J > > W W W W �w J U J > J W W > J W W m m > J ~ Z �_ O = O W W 009 1.00_ - 0_ - - -1.04% CD Q O J ~ oa- Cn CD 2666 I , - - _ - -0.45% 2666 � o o I I SD PIPE I I NATURAL GROUND I I I I AT CENTERLINE I I 2664 I I I I 2664 I I CV 0 2662 1 Z-3 2662 0 t - - - - F­z Cn EXISTING WATER MAIN p W - - - - - - - � -I- - - - - - - - + -4 - - - - - - - - - - - I- - - - - O m z 2660 v 2660 w wJ w C� I I I I I I O z L 2658 0 2658 m I I II ii E ) 2656 2656 I I I I i i Q 2654 Z 2654 10692 9TFOF \pP 2652 j Plans Are Accepted For Public W 2652 - - - - - Street Construction - - - - - - - - - - - - - - - - - - - - - - By stamping and signing the improvement plans, the Registered Project No. RSC 18-86 -d - Engineer ensures the District that the plans conform to all District _ EXISTING SEWER MAIN _ policies and standards. Variances or waivers must be specifical- 7 Drawn By: JEC - - - - - - - - - - - - - ly and previously approved by the District in writing. Acceptance 2650 - - - - - - - - -- - - - -I of the improvement plans by the District does not relieve the 2650 - - - - - - - - Registered Engineer of these responsibilities. Date: January 10, 2020 L L BY DATE: SOUTH GRENZE AY ADA COUNTY HIGHWAY DISTRICT Sheet No. 0 5+00 6+00 10 of 13 i 0 2+00 3+00 4+00 5+00 6+00 1 STA: 5+78.15 Q 268g� W. VICTORY ROAD 00 17.0o R v 2690.56 2690.56 2688.85 _ _ _ 2688.24 2687.54 2687.32 STA: 5+24.76 2686 34 N PVT: 2684.87 2685.03 268319 CV a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -EP EP EP EP �C- - - -_P - - - - - - EP - - EP- - - EP- - -EP - - �e - - -X- - - - - - - - - 17.00 R - - EF- - - -P - - - - EP- - - P - - -EF -X- = - - - - 0 o EP EP EP EP - - EP l 1 l - - - - - - - - - - - - - - - - - - - N 04 IN 1 - +^ PVT: 2686.15 IN _ N 1� - - - EP- - - - - - - - - - - - - - - - - - - - -EP- - - - - - - - - - - - - - - - - - - -EP- - - - - - - - - - - - - - - - - -U -EP- - - - - - - - - - - - - - - - - - -EP- - - - - - - - - - - - - - - - - - - - - - - - - - a-- - - - - - - - - EP- - W > - - - -GVL - - - - - - - - - - - - - - -GVL- - - - - - - - - - -GVL - � - - - - - - - - - - - - - - - GVL- - - - - - � - - - - - GVL- - - - - - - - - W STA: 1+07.97 STA: 1+40.00 STA: 2+50.00 STA: 3+50.00 STA: 4+50.00 TJB 17.00 R - -17.00 R _ n"P _ n"P _ - n"P 17.00 R n"P 17.00 R n"p n"P - -71 17.00 R - - - �� H STA: 6+31.74 � _ x x x x x II VT: 2687.42 2686 PVT: R ' C) PVT: 2683.06 PVT: 2690.40 PVT: 2690.40 v PVT: 2688.65 PVT: 2688.03 P L1J I �" / o i o 0 e Ito I w STA: 1+07.97 STA: 1+40.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 31.00 R 31.00 R STA: 5+24.76 0 STA: 2+50.00 STA: 3+50.00 / STA: 4+50.00 SWK:2691.00 31.00 R 31.00 R _ - 36.00 RI N ,I yly�� 36.00 R CONDUIT SWK: 2691.00 _ _ _ _ _ ' SWK: 2689.00 SWK: 2688.50 Ir - - - - -SWK: 2687.75 BIO SWALE WEST✓ 'SWK: 2687.34- ?`1 , - - - - - - a SEE SHEET 4 SD SD 7 N ro PI CONDUITS CONDUIT PI PI PI \/ � w PI J 2 c� - - - - - - - - - - - - - - - - - - 3 Q� LA C N LJJ �'. O O \ \ Ur v0 _ w r 36 37 38 39 - / 1 I o- 6 m o i 35 \ > I vmm ,> V A / I +� o I r / 11 J N N ACHD PAVEMENT REPAIR NOTES SEE SHEET9 OJ = 0 a m N v 3 ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE `0 0 PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS.THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, v z FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL E MANUAL.ALSO REFERENCE I.S.P.W.C.SD-301;ACHD SUP.DWG SD-303;& FACTOR. V N ACHD SUP.DWG SD-806. 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING - 0 > 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL BY THE DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. V TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED r`� BY EQUIPMENT DURING TRENCHING OPERATIONS. 6. MATCH EXIST.STREET/DRIVEWAY SECTION OR USE THE FOLLOWING FOR J W.VICTORY ROAD(MINOR ARTERIAL):SP-3,0.50 INCH(1/2")MIX, ` Plans Are Accepted For Public 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" 11 Street Construction TOTAL ROAD SURFACE,CONTRACTOR SHALL REPLACE THE ENTIRE BASE AND 26"OF 6"MINUS PIT RUN. WHICHEVER SECTION IS GREATER <<1 w z ROADWAY SURFACE. MUST BE USED. By stamping and signing the improvement plans, the Registered CALL BEFORE YOU DIG! c/) (U U CDCD w Engineer ensures the District that the plans conform to all District z w 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE policies and standards. Variances or waivers must be specifical- CALL DIGLINE INC. O O D Q MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. ly and previously approved by the District in writing. Acceptance PRIOR TO COMMENCING U w U � MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL KEY MAP of the improvement plans by the District does not relieve the 0 10 20 40 UNDERGROUND WORK = : w w O LANE. Registered Engineer of these responsibilities. wWW's below. �. 208-342-1585 � � U CD CC � SCALE IN FEET CD LLJ 1"=201 BY DATE: U w CD = Q ADA COUNTY HIGHWAY DISTRICT NAVD 88 DATUM Q z Cl- z O LLJ w Q w = c/-) >- � Cn w Q � SCALE z � U w = Q J zo= w� J� 2694 ORIZ.: ," = 20 2694 U U cn > w0' O O O w w Q = J O � CD QO CDII N II N O w v Y = O 0 2692 Q II < II 0 2692 cn CD CD U LO> N > o0 c0 � zU � U > LJJ_1 > J LJJ + 06 00 CL W � 1-1-1N C� O II N O - -0.00% - _ _ II Ln � 2690 - _ 1­--C 00 2690 Cv -1.59q_ > J EXISTING PAVEMENT II N w AT SAWCUT LINE 'n O 0 p Q 11 + z Ill Cn > J LO CO - � 2688 0 0 2688 - - -0.62%- - - - � w < II + w 00 � W 0 � _ C/) > Ln W 00 > 0/ Cn FINISH GRADE AT -1.7pq_ a_ w II N j O 2686 EDGE OF PAVEMENT Q o> II O 2686 0 CD a? U' > ,r, o J w C ti -2399, � v w � 00 z � C \ II N O � � II � Q 2684 380 Cn J 2684 m � � CL_ w i W \ 1 cq O z 2682 \ ; w P_. 2682 U) SS�ONAL FN c � w �\S T E � 2680 i L_U 2680 F 10692 UJ 9TF0 F \pP J�'yF- Cos fit 2678 2678 y Project No. RSC 18-86 jDrawn By: JEC 2676 W 2676 Date: January 10, 2020 WESJ VICIORY ROAD Q Sheet No. 11 1 +00 2+00 3+00 4+00 5+00 6+00 11 of 13 i INSTALL 5' WIDE ASPHALT 6-+0 _ _ _ -+ � 2681.19 _ 7�0 _ _ 2675.75 W. VICTORY ROAD _ 8+00 _ 2670.00 _ _+ _ _ _ 9 0 CONNECTING PATH_ -+ 2660.82 X STA: 9+67.24 1 STA: 6+31.74 2665.00 END R END 4" WHITE c 1 19.00 R - -o o TAPER LINE - TVC 2683.44 2680.99 2676.02 2669.73 2664.70 2660.64 I - - - - - SAWCUT- - - r- - - - - - - - - - - - - - - - - - - - - - - - SAWCUT - - - - - - - - �E - - - - - - - - - - - - -;- - - - - �E - - - SAWCUT- - - - _ Q 1 BEGIN 4' WHITE - EP EP EP �P - _ U TAPER LINE 1 STA: 9+67.34 a LLJ 1 - - - - - - - - - - - EP- - - - -� - - -EP - - - - - - - - - - - - - - - - EP- - - - - - - - - - - -EP- - - - 1 0- EP 17.00 R p o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PVT 2660.40 -- = 6+75.00 GVL- - - - - STA: 7+50.00 GVL - - - STA: 8+25.00 GVL- STA: 9+00.00 GVL- - T,� _(_q _ oHP _ = 17.00 R _ !�x _ oHP _ 17.00 R _ oHP _ oHP 17.00 R P OH _-� 17.00 R INSTALL TYPE III TERMINUS > PVT 2680.84 PVT 2675.51 PVT 2669.45 PVT 2664.43 Jr BARRICADE WITH SIGN THAT N LJ J 1 k' X X X X - k 7x4x X STATES "THIS ROADWAY TO W I BE EXTENDED IN THE FUTURE" WI - - - - - KEY MAP 31.0 6+75.00 STA: 7+50.00 STA: 81.00 R STA: 9+00.00 INSTALL TYPE II O 31.00 R \ \ 31.00 R 31.00 R STA: 9+52.66 - - - - - - - - - - - -SWK 2682.20 31.00 R �66 SWK 2665.70 N TERMI US BARRICADE 31.00 R SWK 2671.00 BIO SWALE EAST 1 \ �6 SWK 2676.75 10 16 I IW/ KICK PLATE ' o SWK 2661.00 �G SD - - - - SEE SHEET 4- - - - - -J r �o 6 7 �� �6� 6 N - 0 6 O S§ - - - - - - - 1 - - - - - -\CV00 S NDUIT C I TOP OF EXISTING N r w 0 PI r� PI PIS CONCRETE BANK a II Q - - - r - - - -° - - - - - - - � y I - - - � J C'lILLJ I \ j ° 2 3 4 I 5 I 6 A\ �� 0 M f 00 vmm :> U1 N 0 V J � � � -2 -0v i N O ai ° ca in c � o 2686 0 2686 u1 N v 3 r� I C L C°T 00 20 0 10 20 40 z o II N ( ) c o II SCALE IN FEET �+ N 2684 ,3 `� w 0 1"=20' NAVD 88 DATUM Q 38g CIL_ w + O Ix CO CO N SCALE II VERT.: 1" = 2' o z 2682 \�S c~i� II CD HORIZ.: 1" = 20' z wo wo V) w ,3g 2682CD ° UJ w w w m � a CD a- o ACHD PAVEMENT REPAIR NOTES a- z o w ~ = Q ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL cn z w CDz 2680 PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS.THE 2680 QLLJ 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;& - w Q ACHD SUP. DWG SD-806. w_ Q ( b z O Q LLJCD O 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL ~ z c� U w CCn O TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED w w > J w J 2678 ,7J9 + Ln BY EQUIPMENT DURING TRENCHING OPERATIONS. 2678 Q � LLJw J w w U C/) Q X II N 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS SO%OF THE z w J ULJ p TOTAL ROAD SURFACE,CONTRACTOR SHALL REPLACE THE ENTIRE z w w Q w w J Q z o o = O \ � II ROADWAY SURFACE. O J ~ W 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE CDCn U 2676 \ � W MATCH LINE SSH_J MATCH LINEOALL ES ONLY FALNOT FALL L WITHIN T ETHE CEN EREEL OR EDGE OF A RAVEL 2676 cn O O U �R - O= W LANE. za- 0 w z 0 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE EXISTING PAVEMENT NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD AT SAWCUT LINE INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL 2674 I 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING Z 2674 c1q \ BY THE DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. - 0 6. MATCH EXIST.STREET/DRIVEWAY SECTION OR USE THE FOLLOWING FOR O M O W.VICTORY ROAD(MINOR ARTERIAL): � - W 1 FINISH GRADE AT �j u7 SP-3,0.50 INCH(1/2")MIX,PG-64-28 THREE INCHES(3")THICK,AS A Z ti 1 EDGE OF PAVEMENT �80 N O 2672 Q � 2672 U J o + pj MINIMUM WITH 4"OF 3/4"BASE AND 26"OF 6" MINUS PIT RUN. 00 WHICHEVER SECTION IS GREATER MUST BE USED. O d7 W � Q W I II N W 1 \ Cn U) > J 0 O p 2670 I L� 2670 o Z +' 2668 0 2668 m o \66 + ~ z 99 N 2666 II � < II � 2666 Cn > W LiJ w Plans Are Accepted For Public S \S �2664 Street Construction 2664� 1�G�By stamping and signing the improvement plans, the Registered 10692 M Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- 4/ID/�� + ly and previously approved by the District in writing. Acceptance 9TF C F SOP 0') O of the improvement plans by the District does not relieve the ✓ �S N Registered Engineer of these responsibilities. 141F. CDS 98g II 2662 2662 DATE: I II BY COUNTY HIGHWAY DISTRICT ADA Cn > Project No. RSC 18-86 \ 5; J w CALL BEFORE YOU DIG! Drawn By: JEC CALL DIGLINE INC. 2660 PRIOR TO COMMENCING 2660 Date: January 10, 2020 Knowwnats below. 208-342-1585 I I I I I I I 1� I I IW. VICTORY ROAD Call oreyaudI Sheet No. 6+00 7+00 8+00 9+00 12 of 13 0 o_ N 0 N O N 6 EP EP — — — W. VICTORY ROAD EP EP EP EP L - EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP - - - - - - - - I or - - - - - - - - - - - - - ° l� V U — — — — — — — — — — — — — — — — — — — — — — — — — \\ \ — — — — — C 0 - - - - - - - - - - ,j, E p m E 0 STREETLIGHT NO. 2 ; : I I 26, Q O N I I I I I I I I I 1 � � > m .>XXXXXX, TYPE II m- 0- - - - - - — 7 - - - - I- - - 40 0 20 40 80 BLOCK 1 F- � � - - � - - - - - - �y o, � Y \ \ I I I I \ SCALE IN FEET J 0 o t 0 1 \ 111=40' N v 3 L o O 3 ' \ 36 I I I I I I I I I I I I I I BLOCK 3 I \ � a)\ 35 \ \\ 37 38 3g I I \\ I i v \ 1 2 3 I I I I I U w o u \ J 1 5 I 6 \ STREET LIGHTING 0 4 1 li \ \ -- L \ — L — I I \ 1 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN 34 > I I 1 ACCORDANCE WITH THE CURRENT VERSION OF THE o z / I I I.S.P.W.C. THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS z CD LL_� w CD — _J� J I I 11 TO THE I.S.P.W.C.,AND THE NATIONAL ELECTRIC CODE. o J cn Q — 1 z >_ w o N W. CONTENDER DR _ \ I I I 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED w w m m C), o ::E a- o — I PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL = w o STREETLIGHT N0. %�� _ _ o m m m — — — — — — — — J AT https://citizenportal.meridiancity.org/CitizenAccess/TO z o w r - - XXXXXX, TYPE II — _ \ J � J I I � — — — — — OPEN A PERMIT AND REQUEST INSPECTIONS. cn Q z o Q v) z o _ _ _ STREETLIGHT NO. %Q� 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE z Q z w w — — — — XXXXXX, TYPE II w _ — ~\ / � � — � r-- _ \ CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR Q o 33 THE POLE AND ASSOCIATED WIRING. o = Q J \ 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM o ~ z U L) o cn J — — — — J 25 24 — — — — — — — — — — TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM _ WATER METERS. Q w = U — — — — — - - - - - - - - = Un — Q x LJ_J BLOCK 1 I — — — F — — — _ / 5. KEEP ACCURATE NOTES FOR CONDUIT AND JUNCTION BOX m w o Q L) w 1 - - - - - - - - - - � 1 - - - - � 01 I \ LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF _:�Ei z o o = O 32 1 — — — — — — — — — — — — — _ _ _ _ 17 STREETLIGHT NO. %Q _ ( I THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL v F w a ~ N 1 16 I XXXXXX, TYPE II I PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC o (D C/i U) o U — — — — I Cf) C-) � WORKS DEPARTMENT PRIOR TO REQUESTING FINAL � Y — — — — — — I 18 I I INSPECTION. = c� m 0 �_ L_ J 1 26 J �� I � z � � z � o � 1 23 1 1 1 1 15 1 14 \\ BLOCK 2 I 6 COORDINATOR CONTACT THE CITY 208 98-5 00 OR QUESTIONS IITY REGARDING = I w I I — — -- UTILITY CONFLICTS, OR TO ACCESS LOCKED METER 1 w I PEDESTALS. C/i _ _ _ _ _ _ _ _ _ _ J — — — — — — — I m I / I 7. FOR SUBDIVISION SIGN INSTALLATION: OUTSIDE INSTALLERS z N L O� I Z MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE - - - — - - - � - - I I BLOCK 1 1 I I I — — — — — — — — — — U BLOCK 1 I rrn I I 17 II RIGHT-OF-WAY PERMIT. Z 27 1 1 I 18 1 L - - - - - - i � - - - - -� m I I z Z Z o Q 1 � ` 1 1 22 I I 1 — 1 L — — — — — — — -- v� _ - - - L - - - - J I — — — _ — — — — — — — — — — — — — — — — — — — — J V - - - - - � — — — — — — — — — � - - - - - - - - - - - - - - - 13\ I 1 I O =D � W W 19 L - - - - - Z W I 1 29 \\ 28 1 21 11 — — \� \ 0 �� I L- - - - - - - - Q- - � 1 A W Im ) ( STREETLIGHT NO. 1 I I- � �_ - - I � - - - - - - - - - - - - - � � LLB � � � XXXXXX, TYPE II - - - - - - - - - — J � _ \ 1 \ \ — — — — - -- -- Cn 1 - - _ - - - - - STREETLIGHT N0. %� � — — — — — \ \ C. XXXXXX, TYPE II — — — _ I \ `Q SS�OSAL F� \STE G/ \ \ Z 10692 — - - - - - -1 \ F OF co \ EXISTING \ �STREETLIGHT % �\ Project No. RSC 18-86 \ V Drawn By: JEC z Date: January 10, 2020 Sheet No. 13 13 of 13