Loading...
HomeMy WebLinkAboutConstruction Drawings ADLER INDUSTRIAL 0 O 0 N > MOGUL NOR FH SUBDIVISION.,L - Z CN LO co S .1.� IOR F .P.., .L.. A r C O L � Q �, LO M O L � CITY OF MERIDIAN, ADA COUNTY, IDAHO co 2 '0 2025 GENERAL ROADWAY SEWER SHEET INDEX S� N 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS C1.0 - COVER SHEET & NOTES O t<` PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. ADDENDUMS), MERIDIAN DESIGN STANDARDS, AND/OR THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. C2.0 - DIMENSION PLAN 8625, 2. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE ARIGHT-OF-WAY MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, cP O >, •Z� 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND C3.0 - UTILITY PLAN OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO 2� 9TF �oP NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL OF �T G A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE 3. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA T M MUN SITUATION IS RESOLVED. CONTRACTOR SHALL SCHEDULE WITH INSPECTION SERVICES AT 208-387-6280. 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL 4. MERIDIAN PUBLIC WORKS AND OWNER'S ENGINEER WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL TIMES. PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND APRE-CONSTRUCTION CONFERENCE PRIOR 5. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED INACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND TO START OF WORK. GUTTER, VALLEY GUTTER OR SIDEWALK IMPROVEMENTS. SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). z w 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 6. CONTRACTOR SHALL COORDINATE WITH ACHD FOR PATCHING REQUIREMENTS IN THE EXISTING ROADWAYS. REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A N o 7. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). z 6. CONTRACTORS SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND OWNER'S ENGINEER 48 HOURS PRIOR TO THE REQUIRED ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. fftilLEI E FRANKLIN RD o TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO w 8. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. J L 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS, AND NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL CONCRETE COLLARS, AND THE CONTRACTOR SHALL NOTIFY THE CITY OF MERIDIAN 24 HOURS PRIOR TO POURING CONCRETE 11 H!h,111 a MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE COLLARS. 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES N0. 1. HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF poll z 9. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. THE SEWER. W COBALT DRIVE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR 10. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. 7. APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE PUBLIC WORKS DEPARTMENT AND THEIR o Y o PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING Q 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS AND STANDARD a g e, DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE SPECIFICATIONS AND DRAWINGS. Y PROJECT S VANGUARD WAY w DETERMINED BY THE FIELD INSPECTOR. a RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 8. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE m SITE N 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH DIVISION 200 OF THE N o w LATEST EDITION OF THE ISPWC. SPECIFIED. ALL SEWER PIPE SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 4.1 OF THE STANDARD SPECIFICATIONS o 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING AND DRAWINGS. PRIOR TO CONSTRUCTION. 13. WHEN CONNECTING TO EXISTING ASPHALT THE CONTRACTOR SHALL SAW CUT 2' MIN. FROM THE EDGE OF PAVEMENT OR AS m o REQUIRED TO PROVIDE A GOOD EDGE TO BIND NEW ASPHALT. 9. LOCATE SERVICE LINES TO THE POINTS SHOWN ON THE DRAWINGS OR AS MARKED BY THE ENGINEER IN THE FIELD. MARK AND w z0 _ O 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT CONSTRUCT SERVICE LINES IN ACCORDANCE WITH THE STANDARD DRAWINGS 7.16(S) AND 7.17(S). THE SERVICE MARKER SHALL N c m Y FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM 14. ALL UTILITY AND OR IRRIGATION FACILITIES WHICH INTERFERE WITH REQUIRED STREET IMPROVEMENTS SHALL BE RELOCATED AT BE IN PLACE FOR THE FINAL INSPECTION. SERVICE LINES SHALL EXTEND TEN (10) FEET BEYOND THE RIGHT-OF-WAY. SEWER 1-84 > U THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. THE OWNERS EXPENSE. SERVICE LINES MAY BE A MAXIMUM FIVE (5) FEET DEEP AT THE PROPERTY LINE UNLESS OTHERWISE APPROVED BY CITY -84 � z0 12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE ENGINEER. SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY 15. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR ACHD REVIEW AND APPROVAL PRIOR TO OBTAINING A o RIGHT-OF-WAY PERMIT. cv cv DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 10. THE PUBLIC WORKS DEPARTMENT WILL INSPECT ALL PUBLIC SEWER CONSTRUCTION WHETHER WITHIN PUBLIC RIGHT-OF-WAY OR o 0 Q EASEMENT. THE CONTRACTOR WILL NOTIFY THE PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO START OF J 16. THE CONTRACTORS WORKING ON THIS PROJECT SHALL HAVE A CURRENT COPY OF THE ABOVE REFERENCED STANDARDS AND = _ 2 2 LO 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL SPECIFICATIONS ONSITE AT ALL TIMES DURING CONSTRUCTION. CONSTRUCTION, AND AGAIN TWENTY-FOUR (24) Q Q 2 2 HOURS PRIOR TO POURING CONCRETE COLLARS. o 0 DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL cn cn 2 2 r r RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 17. ALL PEDESTRIAN RAMPS WITHIN THE RIGHT OF WAY SHALL HAVE TRUNCATED DOMES PER THE ACHD SUPPLEMENT TO THE 11. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE O UNDERGROUND UTILITIES. � p p Q CURRENT EDITION OF THE ISPWC STD DWG SD-712. DOMES SHALL BE CAST INTO THE CONCRETE (ADHESIVE MATS ARE NOT JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND Z w p w � ALLOWED) AND SHALL BE TRAFFIC YELLOW IN COLOR. STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE - z z w p ¢ L -0 c j 14. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY I- `L O w p MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. VICINITY MAP w - U of � F- � c) CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. w U) Q w a 0 0 m 18. ASPHALT REPAIR WITHIN THE RIGHT OF WAY SHALL COMPLY WITH ISPWC STANDARD DRAWINGS; SD-301, SD-303 AND SD-806 m w W = a Q p CAI 15. THE DESIGN ENGINEER SHALL SUBMIT RECORD AND ELECTRONIC DRAWINGS TO THE PUBLIC WORKS DEPARTMENT AS PRESCRIBED OR AS MODIFIED BY THE ADA COUNTY HIGHWAY DISTRICT. 12. THE ADA COUNTY HIGHWAY DISTRICT WILL INSPECT THE TRENCH ABOVE THE PIPE ZONE IN ACCORDANCE WITH CURRENT ACHD NOT TO SCALE p p U a a cn JI Ln IN THE MSSD SECTION 1.2.J.3 BEFORE FINAL APPROVAL IS GIVEN TO THE PROJECT. STANDARDS. 19. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY -0 co AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY L_ 00 16. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY THE CITY ENGINEER OR HIS AUTHORIZED FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE 13. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. REPRESENTATIVE SHALL BE USED BY THE PROJECT CONTRACTOR(S). USE OF ANY PLANS ON THE JOB WITHOUT THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED BY FOR THE PROJECT: NONE W c M "APPROVED FOR CONSTRUCTION" STAMP SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK ORDER. 14. CONSTRUCT SANITARY SEWER MANHOLES IN ACCORDANCE WITH SECTION 4.3 OF THE STANDARD SPECIFICATIONS, AND DRAWINGS 4 �_ 20. CONTRACTOR SHALL NOTE THAT ACHD WILL INSPECT THE SIDEWALKS AND PEDESTRIAN RAMPS FOR STRICT COMPLIANCE WITH 7.21(S), 7.22(S), 7.24(S), 7.25(S), 7.26(S) AS APPLICABLE. ENGINEER OWNERS 0 cn *> 17. LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES (INCLUDING INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET THE ADA STANDARDS. SLOPES INCLUDING CROSS-SLOPE WILL BE VERIFIED TO MEET THESE STANDARDS AND THE DISTRICT WILL Z I U FROM WATER MAINS. THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. ADHERE TO A STRICT "NO TOLERANCES" POLICY. NV5 ADLER LA VISTA T101, LLC, ADLER LA VISTA T102, w _ cn 690 INDUSTRY WAY LLC & TEN MILE WEST COMMERCIAL, LLC U Q 18. ANY COMMON LOT CONTAINING PUBLIC WATER OR SEWER MAINS SHALL BE FENCED AT THE LOT LINES. 21. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE WATER MERIDIAN, IDAHO 83642 8665 W. EMERALD ST., STE 200 PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. CONTACT: MATT MUNGER, RE BOISE, IDAHO 83704 c) J 0 19. QUANTITY AND PLACEMENT OF STREETLIGHTS ARE CONTINGENT UPON THE ELECTRICAL DESIGN BY IDAHO POWER COMPANY. THE PHONE: 208-275-8704 CONTACT: JAKE MILLER > ELECTRICAL CONTRACTOR WILL BE PROVIDED A STREET LIGHT MAP BY THE MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENT, 21.1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE EMAIL: MATT.MUNGER@NV5.COM PHONE: 208-506-7170 WITH THE ISSUANCE OF AN ELECTRICAL PERMIT. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING EMAIL: JMILLERQADLER-INDUSTRIAL.COM STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLAN ON WHICH IS RECORDED 21.2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONSTRUCTION NOTE NO. 1. THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY. PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PER SECTION 1.2.J.3 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, DEVELOPER oLj_ x PRIOR TO FINAL APPROVAL OF THE PIPELINE INSTALLATION. 21.3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND o THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL ADLER INDUSTRIAL 21. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. LANE. 8665 W. EMERALD ST., STE 200 BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA BOISE, IDAHO 83704 0 � 22. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. 21.4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CONTACT: JAKE MILLER FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET THE COMPACTION STANDARDS OR TIME IS A CRITICAL PHONE: 208-506-7170 0 C: 0O FACTOR. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL EMAIL: JMILLERQADLER-INDUSTRIAL.COM 0 23. THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS REQUIRED FOR THE BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO 0 m CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING 21.5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN I THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, CONSTRUCTION BEGINS. ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND LLj N FENCES, STRUCTURES, DEBRIS, RUBBISH, AND SUCH MATERIAL WHICH, IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). N THE FOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE LEGALLY DISPOSED OF OFF 22. CARE TO BE TAKEN BY CONTRACTOR TO STAY OFF OF SUBGRADE ONCE IT IS EXPOSED. SEE ALSO PROJECT SPECIFICATIONS O o SITE. SECTION 3.02. 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM W W N 24. BACKFILL OF LOTS AND/OR RELOCATED LATERALS SHALL REQUIRE INDEPENDENT SOILS TESTING LABORATORY. TO VERIFY 23. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). U BOTTOM OF EXCAVATION PRIOR TO THE PLACEMENT OF STRUCTURAL BACKFILL TO ENSURE THAT UNSUITABLE SOILS HAVE BEEN POLICY AND EXISTING PAVEMENT MARKINGS. O O 0 REMOVED. COMPACTION TESTING SHALL BE DONE AT EACH ONE FOOT OF VERTICAL LIFT AND EVERY 500 FT. HORIZONTALLY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS - �, TESTING LOCATIONS TO BE ALTERNATED TO ENSURE UNIFORM COMPACTION ON EACH DEVELOPED LOT. ENGINEERED BACKFILL TO 24. CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE w LO j 'ITBE COMPACTED TO A MINIMUM OF 90% OF MODIFIED PROCTOR PER ASTM D-1557 OR 95% OF STANDARD PROCTOR PER ASTM USE THE FOLLOWING: COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.5 INCH (1/2") PUBLIC WORKS INSPECTOR AND AFFECTED PARTIES. - D-698 TEST RESULTS TO BE SUBMITTED TO THE CITY OF MERIDIAN BUILDING DEPT. PRIOR TO THE ISSUANCE OF ANY BUILDING MIX, PG-64-28 THREE INCHES (Y) THICK, AS MINIMUM WITH 4 INCHES (4") 3/4" BASE AND 20" OF 6" MINUS PIT RUN. �( �_ 2E CD pp PERMITS. vV 0 z O I w 25. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY NPDES PERMITS, FILING ANY N01'S, AND J m i CO E N PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION DRAINAGE W Q D E N AGENCY. CONTACT THE EPA AT 208-334-9489 FOR THE REQUIRED INFORMATION. SAID PERMIT SHALL BE PRESENTED TO THE BENCHMARKS W c/) z n CITY ENGINEER AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, AND A COPY MAINTAINED ONSITE. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR = Q _ .0 26. MINIMUM SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUND-WATER SHALL BE A MINIMUM 1. SET REBAR AT THE NORTH EAST CORNER OF THE SITE. N:704600.31, E:2440777.01, NAVD88 DATUM EL = 2564.77 ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE �/� W o OF 3'. CONTACT DESIGN ENGINEER FOR A REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. V J j SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY ACHD. 2. SET REBAR AT THE NORTH WEST CORNER OF THE SITE. N:704677.04, E:2439955.47, NAVD88 DATUM EL = 2560.08 CITY OF MERIDIAN o 0 27. DRAINAGE FACILITIES, UTILITY POLES, LINES, AND APPURTENANCES WHEN NECESSARY TO REMOVE OR DISTURB, SHALL BE 3. SET REBAR AT THE SOUTH WEST CORNER OF THE SITE. N:703453.83, E:2439948.06, NAVD88 DATUM EL = 2582.53 REPLACED OR RECONSTRUCTED TO EQUAL OR BETTER TO THEIR CONDITION PRIOR TO DISTURBANCE. QR CODE W z z W L0 0 28. ABANDONED BUILDINGS, TEST PITS AND WATERWAYS WITHIN THE CURRENT RIGHT OF WAY OR FUTURE RIGHT OF WAY SHALL BE 4. SET REBAR AT THE SOUTH EAST CORNER OF THE SITE. N:703334.07, E:2440801.97, NAVD88 DATUM EL = 2578.28 N N REEXCAVATED TO NATIVE/UNDISTURBED SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE bm.1,P2 ,9 ! , J OWNER AND ACHD A COPY OF COMPACTION TEST RESULTS. ❑ • ❑ O 0 w m N E 29. SITE BOUNDARY SURVEY PROVIDED BY WELLINGTON LAND SURVEYING, AND IS BASED UPON THE NAVD 88 DATUM. ' , CD O •� _ y ' ® 0 0 30. ON-SITE PARKING SHALL FOLLOW THE GUIDELINES AS REFERENCED IN THE ROADWAY SECTION. .� �$ . SHEET NUMBER c 31. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS, THESE NOTES, AND, IF PROVIDED, �7 , SPECIFICATIONS. FAILURE TO NOTIFY ENGINEER IN A TIMELY MANOR SHALL RESULT IN THE CONTRACTORS INABILITY TO OBTAIN ADDITIONAL COMPENSATION. f� Know what s beIOW. w = ci . 0 Call before you dig. QQ . . _ . o � uu SCALE E 40 0 20 40 80 0 0 Lo a� > III FEET ) z 11 1 INCH = 40 FT. U) C II �c - _ co II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEGEND o 00 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � PROPERTY BOUNDARY Lo _ _ RIGHT OF WAY LINE M _ _ LOT LINE, SEE RECORD OF SURVEY FOR MORE INFORMATION m m o an.- - - RI co co RR IRR IRR YRfR IRR IRR +R rr°'< IRR IRF� ;RB EXISTING ROAD CENTERLINE - - - - - - - - - EXISTING EDGE OF PAVEMENT R/W -EP---EP---Ep---Ep---Ep- v R/W R/W I I I I I -0-0-0- EXISTING FENCE 12"W R/W R/W R/W R/W 1 10"S EXISTING SEWER LINE W/ MANHOLE - I 12"W -0 EXISTING WATER MAIN I ®a o EXISTING WATER BLOWOFF VALVE / W VILLAGGIO WAY - - - - - - ___- - - - - - - 6"PI EXISTING PRESSURE IRRIGATION LINE RR ,- _ - - - - -- - _;�'::% � _ _ _- - - - - -_ - - II x 8625 I ° 'T� - - - -- - - a ~ - _ F _ x IRR IRR EXISTING GRAVITY IRRIGATION LINE •� - - _ - - _ R/ ,r- - - - - - - - -,(. . al - - - - - - =8.00'- - - - °r=-===___ - �` ' ''1l ___ _ - CONSTRUCT VERTICAL CURB AND GUTTER -2� -10.00• -• - -�- - CONSTRUCT EXTRUDED CURB �'92 T NCj 12.97 L CONSTRUCT THICKENED EDGE SIDEWALK 15.41 ~ITYP.~ I TYP, I I - - - - - - - / �T P° 17.00 G 9.00� II IRS - CONSTRUCT DETACHED SIDEWALK 9.00 C 18.00 9.00 _ - - - - _ TYP._ n n I \ 5.00 I C o 9.00-7- -1 18.00 9.00 6.53 w I I ° I ` CONSTRUCT ATTACHED SIDEWALK 25.00' I I I W yd C W B 25.00 5.00 I C I I B° I I i I I CONSTRUCT ON-SITE VALLEY GUTTER 9.00 r W �9.00- 9.00 W W 15.50 C 9.00 B I I I Q III 9.00 -7 I 9.00 9°O 9.001� 9.00 2.03�I I I I I I -GIRR- Q❑ CONSTRUCT GRAVITY IRRIGATION MAIN W/ BOX TYP I �9.00� 17.00' � - 9.00 - 9 00 TYP. ~1TYp 1'- 17 00 �9.00 I I W W CONSTRUCT C-900 WATER MAIN, SIZE PER PLAN 23.41 © 190 .< I I.. 7.00 CONSTRUCT FIRE HYDRANT III A 7.00 G A u Q u �: SS SS CONSTRUCT SEWER MAIN W/ MANHOLE _ 17.00 �-25.00j--J 17.00 SD SD- CONSTRUCT STORM DRAIN MAIN 7.00 - _ / 7 00 \ \ - I ° (1 cn 1 r,I •o CONSTRUCT STORM DRAIN SAND AND GREASE TRAP I _ PROPOSED \� 9.00 O _ _ PROPOSED .' i i cn III I: CONSTRUCT 12" NDS CATCH BASIN W/ 1' SUMP MIN FUTURE > TYP. 9°° FUTURE I III 1 Y / TYP. / I I rn Q III 1•4 • CONSTRUCT MONITORING WELL PER ISPWC SD-627 Q BUILDING 36.50 36.50 // BUILDING I I I J I 1•I CONSTRUCT 30" PRECAST STORM DRAIN MANHOLE w \ W/ GRATED LID C I°• �/ • I CONSTRUCT ROOF DRAIN PIPE w 1 I I a 12.48 � � ' � � _ � 12.48 cnL cf) � O - - _ 300 15.53 - � NOTES TO CONTRACTOR o I1 I 9.19 30.50 _O O 3 I U) -30.50 S S I 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL w O U III 24.50 24`50 CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER JII x Sx 3.00 SS s �� WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. z SS� O I I I 9.00 ♦SS 45.52 SS SS SS SS SS SS SS SS SS SS SS45.52-SS SS-��SS 1 I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. m N >_ I I W W VV W 30.50 'A �J I THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE o N 16.53 Q I II W W W W W W W W W W W W W 30.50 W W k � COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 2 2 N Lo ti � WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND Q Q 2 2 °r° o ALL UNDERGROUND UTILITIES. cn cn 2 2 oo r 3. ADD 2500 TO DESIGN ELEVATION SHOWN TO MATCH NAVD88 DATUM. O0 0 w I O I ° Z o o w < 0 15.82 17.00 �26.00 6.00 ` - - - - - _ _ 27.00 / D 1 I 4. ALL DIMENSIONS ARE FACE TO FACE UNLESS NOTED OTHERWISE. F- z z Y p w o ~ I O _ O -it i1 w U) ¢ w a 00 m \ 14.43 ® I N \� I m w w = a Q 1 I PROPOSED II I \ cn o o c Q a cn Ln I FUTURE ` 17.00 30.00 17.00 PROPOSED . II = _ KEYNOTES o I I 9.001 \\ 7.00 7.00 11 I I) 1 �I I I BUILDING \ 7'50 7.50 FUTURE I • LI I u I• I °� INSTALL MODIFIED MIDBLOCK PEDESTRIAN RAMP PER ISPWC SD-712G, SEE ALSO DETAIL 0 L_ O 1 \ SHEET C4.0, WITH TACTILE WARNING PER ISPWC SD-712 AS REQUIRED, SLOPE TO MATCH Lu I 9.00 BUILDING \ // .' ELEVATIONS SHOWN, MAX 8% O ° .? I I I 9.00 C TYP. // _ / I •• 1 1. I B ACCESSIBLE PARKING, STRIPING AND SIGNAGE PER ANSI 117.1. z 1 / 11 III 1 • PING, TYP. w Cn � U TYP.- / 1 1 1 9.00- I I I I 1• I Op TRASH INSTALLENC ENCLO 3" WHITE SURE, SEE ARCHING TIECTS PLAN. U Q TYP.- 46.50- =46.50 _ _ _ - O _f_ � 6.00 A E / I II I w � �I G ,7,00 _ _ _ - - - \ A 6.00 / . U I( 1 I OE INSTALL 3' ONSITE VALLEY GUTTER PER DETAIL ON SHEET C4.0. o \ / 17 00 9 00 \ -9.00 00- 9 00� G o G 9 00 -9 00� 7 0° I LI 1 I OF INSTALL BIKE RACKS PER ARCHITECTS PLANS. cn TYP 5.50 TYP. O TYP. 9.00 \/ 1 - �9.00 g,DO- 17.00 / 1 © INSTALL ON-SITE PEDESTRIAN RAMP, SEE DETAIL SHEET C4.0. E TYP. / rn I I 9.00 I 19.00_ 9.00 C 9.00 C �Q S 20.00 S 2�.00 aS 9.00 9.Do - x _ _ \ \ S` SD S B S a C u� (IS U I - W - - W 13.50 W W W W B W V��\ W j 13.50 L� C) I I SD® SD aS �1S aS- SD ®SD SD 0 II 1 -I FA C) O I 1 I \ RD RD RD D RD RD RD � RD RD RD RD RD RD RD • Is o m I I is 6, II Ll Ld - - - - - - - - - - - - - - - - o 0 I Q) Q U �o 2E o ° 00 z p - - - - - - - - - - - Lum N Q LL 2.5" ASPHALT 3" OF ASPHALTcn - z O b -- -- = Q � .0 4" COMPACTED CRUSHED 4" COMPACTED CRUSHED l z v) Q Q o AGGREGATE AGGREGATE Q D - LL_ 14" OF 4" MINUS J O 10" OF 4" MINUS I ^ Z Z z COMPACTED COMPACTED CRUSHED I..L - w Lr) p PIT RUN CRUSHED PIT RUN J m N W Lu z O N ° PAVEMENT LEGEND J 0- ON-SITE ON-SITE ~ � o N / HEAVY ASPHALT U) Q 0 m o LIGHT ASPHALT X� HEAVY DUTY PAVEMENT - - - - - � ° PAVEMENT SECTION PAVEMENT SECTION _ _ - 'n > -NTS- -NTS- I hII- SHEET NUMBER j LIGHT DUTY PAVEMENT PAVEMENT SECTION MAP SCALE 1"=200' w = C2 . 0 o � uu WVILLAGGIO WAY — \ 77 B.O. X �— T —— -'T —n•— a —�— X > EE SCALE z \ — 40 0 20 40 80 cn CN IR R IRR I R RR — IR I R IRR IR I R IR IR I RR IR I R IR IR I R I R IR IRR ° IF CONNECT TO EXISTING I - CONNECT TO EXISTING 07 WATER LINE AND REMOVE I INSTALL 5.7 LF OF 8" — — — WATER LINE AND REMOVE �•• .. cM EXISTING BLOWOFF VALVE INSTALL 336.5 LF OF 8" C-900 PVC WATER MAIN EXISTING BLOWOFF VALVE - Il ( FEET ) NJ3: 00 C-900 PVC WATER MAIN INSTALL 8.2 LF OF 8" I II BO e.o. 1 INCH = 40 FT. > o II INSTALL 45' BEND I 0 I I w_ w=�—w w w —W W W W W w C-900 PVC WATER MAIN I II VERTICAL: 1 INCH = 4 FT. INSTALL 45' BEND I I I I I N I = � M c (Do (.0 � N w INSTALL 8"x8"x6" TEE (MJxMJxFLG) — — I— II l 6" GATE VALVE (FLGxMJ) _ n j 9.2LFOF6" I • ATER PROPOSED RE OHYDRANPVC TJASSEMBLIY // I I a- LEGEND FUTURE PER MERIDIAN SD-W8 PROPOSED / ii PROPERTY BOUNDARY BUILDING � FUTURE II A Q — — RIGHT OF WAY LINE \ _ BUILDING �\ II Q LOT LINE 862 u —CONST.60"SSMH 01 EXISTING ROAD CENTERLINE / ~ N� 16-ID 20 \ STA 15+09.59 -EP---EP---EP---EP- EXISTING EDGE OF PAVEMENT CONST.60"SSMH 02 �q 9�F \QQ / > STA 14+19.92 _ �, OF NG� Q 0-0— ❑— EXISTING FENCE M MV III ❑ I i m^ J SSx SSx EXISTING SEWER LINE W/ MANHOLE III CONST.48"SSMH03 SSWR LINE A —�CONNECT TO EXISTING STA 1D+?O.OS o x S it SSx —SS I Wx VV+k EXISTING WATER MAIN 0 EXISTING WATER BLOWOFF VALVE I I I EXISTING BLOWOFF VALVE o+ SS SS—+�—SS SS- �—SS +I SS ISS SS—+' SS SS—F SS +l eo �14MI I I w w w w � � 6"PI EXISTING PRESSURE IRRIGATION LINEw � w w w w ww w LF OF 8" INSTALL 284.1 LF OF 8" w w w ti I I IRR IRR— EXISTING GRAVITY IRRIGATION LINE C-900 PVC WATER MAIN C-900 PVC WATER MAIN INSTALL 22.5' BEND L \ I O ❑ I5 W W WATER LINE IN CONSTRUCTION O INSTALL 8" TEE (MJxMJxFLG) INSTALL 29.9 LF OF 8" orn SS SS SEWER LINE IN CONSTRUCTION 8" GATE VALVE (FLGxMJ) C-900 PVC WATER MAIN ' ✓I� I I . .n I CONSTRUCT VERTICAL CURB AND GUTTER PROPOSED CONNECT TO EXISTING II CONSTRUCT EXTRUDED CURB WATER LINE AND REMOVE I II I I FUTURE — � INSTALL 134.8 LF OF 8° PROPOSED EXISTING BLOWOFF VALVE ED I II CONSTRUCT THICKENED EDGE SIDEWALK BUILDING C-900 PVC WATER MAIN FUTURE I • u I CONSTRUCT DETACHED SIDEWALK co CONSTRUCT ATTACHED SIDEWALK Q I — BUILDING , n / I I -6 CONSTRUCT ON-SITE VALLEY GUTTER w W W CONSTRUCT C-900 WATER MAIN, SIZE PER PLAN CONSTRUCT FIRE HYDRANT _ e Q SS SS CONSTRUCT SEWER MAIN W/ MANHOLE c/) � I \ I O m > / u r E Tj=_ __S 11)%.m C� Ill d CONNECT TO EXISTING SD SD S S 4S dS / I I ( icy N 0 I w VV W W W W W— w �_ — W — WATER LINE AND REMOVE _ _ _ _ — O< \ / EXISTING BLOWOFF VALVE _SD —(IS— SD SID / I o N �=SD NOTES TO CONTRACTOR N Lo as I � � u _ = 00 I I 1 0 n1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL u u 2 oo _ Iq CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER I I RD RD RD D RD RD RDA RD RD RDA RIB Rn rzn on— .. WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. w 0 w Q _ H ' 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. I- z Z Y O w o ~ 2572 2572 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE w L Q w0 of d I 0 m COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES LU Of U Q a c�i� U U WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND o ALL UNDERGROUND UTILITIES. c Ln JI o y°` �`' 3. ADD 2500 TO DESIGN ELEVATION SHOWN TO MATCH NAVD88 DATUM. -° 00 ti�61 PROPOSED GRADE ��c°1 6 4. NO PERMANENT STRUCTURES SHALL BE ALLOWED WITHIN THE CITY OF MERIDIAN UTILITY Lu -°o m 2568 �� �� ti� 2568 EASEMENT. REFER TO THE CITY OF MERIDIAN STANDARD UTILITY EASEMENT DOCUMENTS FOR c / EASEMENT CONDITIONS/RESTRICTIONS. 0 0 .- z cn U I w (I) < Q co c) 2564 2564 jEXISTING GRADE _ _ _ /— — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — J u+, ^ U U a j 2560 2560 � o 00 mLc� o "t � 0 0 CD0 o m 2556 2556 N W REMOVE EXISTING Ld N SEWER CLEANOUT AND O INSTALL PROPOSED SANITARY SEWER � z � N MANHOLE � 2552 2552 U m / I N 0 � CONST. 396.0 LF 8" SDR-35 PVC Pipe H� 0.60� I..I_ � Lo Lo T� 2551.29 CONS PVC P8 LF 8. SDR-35 SEXST 60 5 w CO � U INV OUT (E) Pipe ® 0.40% — O 6 m PVC pipee o 1.D0% 0 z cp _ °� m w m I ___ J J 0 2548.91 2548.81 2548 Q E Q) � 0 7 cn .46 N 2548 0 + INV IN (W) INV OUT (E) INV IN8(W) 254&36 Z — z _ o INV OUT (E) Q = U Q (V 2 Q � U � 'o Cn N rn 0) P1 p u O O LL z 2544 Q = Lc) 2544 0 0 � — CQF � Q — w m o � N co `n ` J W z o IN NQ p0 wm N E 2540 2540 Q CD o 0 'n > 2538 2538 SHEET NUMBER o j 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60+70 QQ SSWR U NE A C3 . 0 o � uu