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PZ - Construction Plans SHEET INDEX C1.0 - COVER SHEET ADLER INDUSTRIAL W FAIRVIEW AVE C2.0 - SITE DIMENSION PLAN K 0 C3.0 - STREET PLAN & PROFILE 0 O U C3.1 - STREET PLAN & PROFILE LO JL N > C3.2 - SITE GRADING PLAN - EAST 7C - z C3.3 - SITE GRADING PLAN - WESTDID3 C4.0 - STREET DETAILS 0PROJECTN 3 C4.1 - SITE DETAILS E PINE AVE >; C4.2 - SITE DETAILS SITE CO � °° o C4.3 - SITE DETAILS IDAHO NORTHERN AND PACIFIC RAILROAD >+ O MERIDIAN C4.4 - SITE DETAILS MERIDIAN IDAHO LO C5.0 - STREET UTILITY PLAN Z -c' C5.1 - STREET UTILITY PLAN `" C5.2 - SITE UTILITY PLAN - EAST ROADWAY 2020It E FRANKLIN RD 0 - -a M C5.3 - SITE UTILITY PLAN - WEST O C5.4 - SITE UTILITY PROFILE 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE SEWER N C6.0 - STREET LIGHTING PLAN ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE J � Z C7.0 - EROSION & SEDIMENT CONTROL PLAN ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. W o 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL o Z Z w 2. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. Z Z (n GENERAL CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 3. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE S�ONAL F WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), ZONE. CONTRACTOR SHALL SCHEDULE WITH INSPECTION SERVICES AT 208 387 6280. WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED 1-84 4,CD NC/ MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION O� �G\STERF iF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING 4. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). R� �1/13120 STANDARDS OR SPECIFICATIONS. 2� IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. G 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR 5. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A 8625 AND GUTTER, VALLEY GUTTER OR SIDEWALK IMPROVEMENTS. MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH uSigned. . READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT VICINITY MAP -9J. P COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 6. CONTRACTOR SHALL COORDINATE WITH ACHD FOR PATCHING REQUIREMENTS IN THE EXISTING ROADWAYS. �. SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE NOT TO SCALE 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED 'APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 7, WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE WASTEWATER RULES (IDAPA 58.01.16). PRESSURE IRRIGATION ) 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE NAMPA MERIDIAN IRRIGATION DISTRICT. E5B537E89F154BD... OF WORK. 8. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). MANHOLE RINGS AND GRADE RINGS THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, , 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO GRADES. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND cn WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.. LIDS, AND CONCRETE COLLARS, AND THE CONTRACTOR SHALL NOTIFY THE CITY OF MERIDIAN 24 HOURS PRIOR TO 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTALLd POURING CONCRETE COLLARS. GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. Z 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT g, ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. w OPEN OR CLOSE WATER VALVES. 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE 10. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH o 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS 7. APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE PUBLIC WORKS DEPARTMENT AND THEIR DECISION INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK 4. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE SERVICES OR POTABLE WATER MAINS SHALL BE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; BE DETERMINED BY THE FIELD INSPECTOR. IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS AND STANDARD SPECIFICATIONS AND A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO DRAWINGS. CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN vO (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 101.05 Y ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND a OF THE LATEST EDITION OF ADA COUNTY HIGHWAY DISTRICT STANDARD SPECIFICATIONS. 8. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE SPECIFIED. SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). _ 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BY THE PUBLIC WORKS ALL SEWER PIPE SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 4.1 OF THE STANDARD SPECIFICATIONS AND DRAWINGS. c> DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE 13. WHEN CONNECTING TO EXISTING ASPHALT THE CONTRACTOR SHALL SAW CUT 2' MIN. FROM THE EDGE OF PAVEMENT OR Z RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED AS REQUIRED TO PROVIDE A GOOD EDGE TO BIND NEW ASPHALT. 5. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH w CONSTRUCTION PLANS. 9. LOCATE SERVICE LINES TO THE POINTS SHOWN ON THE DRAWINGS OR AS MARKED BY THE ENGINEER IN THE FIELD. MARK AND THE WORDS DANGER-UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE Y o 14. ALL UTILITY AND OR IRRIGATION FACILITIES WHICH INTERFERE WITH REQUIRED STREET IMPROVEMENTS SHALL BE CONSTRUCT SERVICE LINES IN ACCORDANCE WITH THE STANDARD DRAWINGS 7.16(S) AND 7.17(S). THE SERVICE MARKER SHALL BE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. a 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR RELOCATED AT THE OWNERS EXPENSE. IN PLACE FOR THE FINAL INSPECTION. SERVICE LINES SHALL EXTEND TEN (10) FEET BEYOND THE RIGHT-OF-WAY. SEWER SERVICE TO CONSTRUCTION. LINES MAY BE A MAXIMUM FIVE (5) FEET DEEP AT THE PROPERTY LINE UNLESS OTHERWISE APPROVED BY CITY ENGINEER. 6. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR w 15. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR ACHD REVIEW AND APPROVAL PRIOR TO OBTAINING A NON-POTABLE WATER. W 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE RIGHT-OF-WAY PERMIT. 10. THE PUBLIC WORKS DEPARTMENT WILL INSPECT ALL PUBLIC SEWER CONSTRUCTION WHETHER WITHIN PUBLIC RIGHT-OF-WAY OR o BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED EASEMENT. THE CONTRACTOR WILL NOTIFY THE PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO START OF LU N PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 16. THE CONTRACTORS WORKING ON THIS PROJECT SHALL HAVE A CURRENT COPY OF THE ABOVE REFERENCED STANDARDS CONSTRUCTION, AND AGAIN TWENTY-FOUR (24) HOURS PRIOR TO POURING CONCRETE COLLARS. 7. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR Q \ AND SPECIFICATIONS ONSITE AT ALL TIMES DURING CONSTRUCTION. NON-POTABLE WATER THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC 0 12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. cf) OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF 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_ > TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. CURRENT EDITION OF THE ISPWC STD DWG SD-712. DOMES SHALL BE CAST INTO THE CONCRETE (ADHESIVE MATS ARE JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND STORM 8. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT �2 m NOT ALLOWED) AND SHALL BE TRAFFIC YELLOW IN COLOR. DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE MATERIAL SHALL FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS w O 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. ADVANCE NOTICE IS REQUIRED. W z DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL 18. ASPHALT REPAIR WITHIN THE RIGHT OF WAY SHALL COMPLY WITH ISPWC STANDARD DRAWINGS; SD-301, SD-303 AND RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL SD-806 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 9. ALL RECLAIMED WATER MAINLINES SHALL BE CLASS 200 PVC PIPE PURPLE IN COLOR. o 0 UNDERGROUND UTILITIES. STANDARDS. 19. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD Y N N 14. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES 10. RECLAIMED WATER LINES SHALL BE INSTALLED WITH FINDER TAPE. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC 2 PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN 13. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. PURPLE IN COLOR, WITH THE WORDS DANGER-UNSAFE WATER OR RECLAIMED WATER CLEARLY MARKED ALONG ITS LENGTH. 2E WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED BY FOR THE PROJECT: PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. Y 15. THE DESIGN ENGINEER SHALL SUBMIT RECORD AND ELECTRONIC DRAWINGS TO THE PUBLIC WORKS DEPARTMENT AS PRESCRIBED IN THE NONE 14. CONSTRUCT SANITARY SEWER MANHOLES IN ACCORDANCE WITH SECTION 4.3 OF THE STANDARD SPECIFICATIONS, AND DRAWINGS MSSD SECTION 1.2.J.3 BEFORE FINAL APPROVAL IS GIVEN TO THE PROJECT. 7.21(S), 7.22(S), 7.24(S), 7.25(S), 7.26(S) AS APPLICABLE. Z o z o O w o ~20. CONTRACTOR SHALL NOTE THAT ACHD WILL INSPECT THE SIDEWALKS AND PEDESTRIAN RAMPS FOR STRICT COMPLIANCE STREET LIGHTING 16. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE WITH THE ADA STANDARDS. SLOPES INCLUDING CROSS-SLOPE WILL BE VERIFIED TO MEET THESE STANDARDS AND THE SHALL BE USED BY THE PROJECT CONTRACTOR(S). USE OF ANY PLANS ON THE JOB WITHOUT THE "APPROVED FOR CONSTRUCTION" DISTRICT WILL ADHERE TO A STRICT "NO TOLERANCES" POLICY. WATER w cn Q w � �j p m ,-, 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE � p p U Q J � � � STAMP SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK ORDER. MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 21. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING 17. LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES (INCLUDING INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET FROM ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT WATER MAINS. THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. CONSTRUCTION NOTE NO. 1.21.1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF HTTPS:(/CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. Lij JI o 18. ANY COMMON LOT CONTAINING PUBLIC WATER OR SEWER MAINS SHALL BE FENCED AT THE LOT LINES. THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE U 19. QUANTITY AND PLACEMENT OF STREETLIGHTS ARE CONTINGENT UPON THE ELECTRICAL DESIGN BY IDAHO POWER COMPANY. THE 21.2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND ASSOCIATED WIRING. O ELECTRICAL CONTRACTOR WILL BE PROVIDED A STREET LIGHT MAP BY THE MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENT, WITH CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY. AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE z ~ THE ISSUANCE OF AN ELECTRICAL PERMIT. CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER w U) pU 21.3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). METERS. Q Q I >- 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLAN ON WHICH IS RECORDED THE WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF U w Q J ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE A TRAVEL LANE. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS W _ THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PER SECTION 1.2.J.3 PRIOR TO 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN FINAL APPROVAL OF THE PIPELINE INSTALLATION. 21.4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET THE COMPACTION STANDARDS OR MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 3 21. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. TIME IS A CRITICAL FACTOR. CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY U 22. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO 21.5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. BEFORE CONSTRUCTION BEGINS. 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM U WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). r7 23. THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS REQUIRED FOR THE CONSTRUCTION OF 22. CARE TO BE TAKEN BY CONTRACTOR TO STAY OFF OF SUBGRADE ONCE IT IS EXPOSED. SEE ALSO PROJECT Q;> THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE SPECIFICATIONS SECTION 3.02. U OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS p RUBBISH, AND SUCH MATERIAL WHICH, IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE FOUNDATION OF PAVEMENTS. ALL 23. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE a_ 0, MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE LEGALLY DISPOSED OF OFF SITE. POLICY AND EXISTING PAVEMENT MARKINGS. PUBLIC WORKS INSPECTOR. 0 .c 3 24. BACKFILL OF LOTS AND/OR RELOCATED LATERALS SHALL REQUIRE INDEPENDENT SOILS TESTING LABORATORY. TO VERIFY BOTTOM OF U ° EXCAVATION PRIOR TO THE PLACEMENT OF STRUCTURAL BACKFILL TO ENSURE THAT UNSUITABLE SOILS HAVE BEEN REMOVED. RECLAIMED WATER COMPACTION TESTING SHALL BE DONE AT EACH ONE FOOT OF VERTICAL LIFT AND EVERY 500 FT. HORIZONTALLY. TESTING LOCATIONS p TO BE ALTERNATED TO ENSURE UNIFORM COMPACTION ON EACH DEVELOPED LOT. ENGINEERED BACKFILL TO BE COMPACTED TO A 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO 0 MINIMUM OF 90% OF MODIFIED PROCTOR PER ASTM D-1557 OR 95% OF STANDARD PROCTOR PER ASTM D-698 TEST RESULTS TO BE ENGINEER SUBMITTED TO THE CITY OF MERIDIAN BUILDING DEPT. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS. RECYCLED WATER RULES (IDAPA 58.01.17), WASTEWATER RULES (IDAPA 58.01.16), RECOMMENDED STANDARDS FOR Lij :3 WASTEWATER FACILITIES - GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF SANITARY ENGINEERS (10 STATES ~O X 25. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY NPDES PERMITS, FILING ANY N01'S, AND PREPARING A STANDARDS), AWWA MANUAL M24 - CHAPTER 24 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN NV5 w GENERAL CONSTRUCTION NOTE NO. 1. 690 S. INDUSTRY WAY � / STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY. CONTACT THE MERIDIAN, IDAHO 83642 cn EPA AT 208-334-9489 FOR THE REQUIRED INFORMATION. SAID PERMIT SHALL BE PRESENTED TO THE CITY ENGINEER AT LEAST 48 CONTACT: MATT MUNGER, RE U O HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, AND A COPY MAINTAINED ONSITE. 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION MAINS AND POTABLE WATER MAINS SHALL BE A PHONE: 208-275-8704 MINIMUM OF TEN 10 FEET IN ACCORDANCE WITH IDAPA 58.01.08, 'IDAHO RULES FOR PUBLIC DRINKING WATER U ( ) EMAIL: MMUNGER®WHPACIFIC.COM w 5 00 26. MINIMUM SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUND-WATER SHALL BE A MINIMUM OF 3'. SYSTEMS," SUBSECTION 542.07. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION MAIN AND POTABLE 2E O CONTACT DESIGN ENGINEER FOR A REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH WATER MAIN TO CROSS, A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED AND THE z p GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY ACHD. CLASS A EFFLUENT DISTRIBUTION MAIN SHALL BE ENCASED IN A CONTINUOUS PIPE SLEEVE TO A DISTANCE ON EACH J J E m SIDE OF THE CROSSING EQUAL TO TEN (10) FEET. CLASS A EFFLUENT DISTRIBUTION MAINS INSTALLED PARALLEL TO E 01 27. DRAINAGE FACILITIES, UTILITY POLES, LINES, AND APPURTENANCES WHEN NECESSARY TO REMOVE OR DISTURB, SHALL BE REPLACED OR NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN AND IRRIGATION) SHALL BE INSTALLED AT LEAST FIVE (5) DEVELOPER W Q U_ N RECONSTRUCTED TO EQUAL OR BETTER TO THEIR CONDITION PRIOR TO DISTURBANCE. FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED ABOVE THE CLASS A ADLER INDUSTRIAL, LLC Z 28. ABANDONED BUILDINGS, TEST PITS AND WATERWAYS WITHIN THE CURRENT RIGHT OF WAY OR FUTURE RIGHT OF WAY SHALL BE EFFLUENT MAIN AND THREE (3) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON- POTABLE MAIN IS 10259 W. EMERALD ST., STE 100 Q Q N LOCATED BELOW THE CLASS A EFFLUENT MAIN BOISE, IDAHO 83704 t N _ Q REEXCAVATED TO NATIVE/UNDISTURBED SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE OWNER AND CONTACT: JAKE MILLER Q ACHD A COPY OF COMPACTION TEST RESULTS. PHONE: 208-506-7170 Q U 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION SERVICES AND POTABLE WATER SERVICES OR 0 29. SITE TOPOGRAPHIC SURVEY PROVIDED BY WELLINGTON LAND SURVEYING, AND IS BASED UPON THE NAVD 88 DATUM. POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT EMAIL: JMILLER®ADLER-INDUSTRIAL.COM � z DISTRIBUTION SERVICE AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL _ CC 0 :2SEPARATION SHALL BE MAINTAINED, AND THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION W G m a- 0 BENCHMARKS 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE \ 2 ap WASTEWATER RULES (IDAPA 58.01.16). / w z T--- mm 1. SQUARE ON THE SIDEWALK NEAR THE SOUTH WEST CORNER OF THE SUBDIVISION. O Q Q w O U 707057.61, 244532.79 NAVD88 DATUM EL= 2582.98 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING CAUTION: RECYCLED WATER • p 2. 5/8" IRON PIN W/ PLASTIC CAP NEAR THE SOUTH EAST CORNER OF THE PRIVATE - DO NOT DRINK, IN BOTH ENGLISH AND SPANISH. DRIVE TO THE EAST. 707032.21, 2446905.44 NAVD88 DATUM EL = 2590.83 • Q�E ID�IAN*- Q O copublic pN 3. 5/8" IRON PIN W/ PLASTIC CAP NEAR THE NORTH WEST CORNER OF THE PRIVATE 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF RECYCLED WATER SYSTEM IS CONNECTED TO THE POTABLE WATER ® °°°S°"m`°"'S�`f °° N DRIVE TO THE EAST. 707808.43, 2446862.56 NAVD88 DATUM EL = 2583.17 SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ), THE ❑� i•r' P '❑� j 4. 1/2" IRON PIN NO CAP AT THE NORTH WEST CORNER OF THE SITE. CITY OF MERIDIAN WATER DEPARTMENT, AND LISTED IN THE MOST CURRENT VERSION OF THE LIST OF APPROVED ��F{• •�•` SHEET NUMBER 708520.04, 2446495.88 NAVD88 DATUM EL = 2583.49 BACKFLOW PREVENTION ASSEMBLIES PUBLISHED BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL AND 5. 5/8" IRON PIN W/ PLASTIC CAP AT THE SOUTH EAST CORNER OF THE SITE. HYDRAULIC RESEARCH, UNIVERSITY OF SOUTHERN CALIFORNIA (USC). ' �.�.�I F c 1 . O w = 708550.73, 2445333.97 NAVD88 DATUM EL = 2572.87 Know what's b@IOW. ��;FAIM Q Q 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL RECYCLED WATER DISTRIBUTION MAINS AND/OR SERVICES. Call before you dig. ❑� •. p w FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. uu XREF INDEX: I II L`� SCALE E III I 1 sD sD sD s 60 0 30 60 120 0 0 1 228' 1 C sD sD sD E LO FEET ) z LEGEND 1 INCH = 60 FT. � N 3 I � II �� � INSTALL 12" GATE VALVE (FLGxMJ) 12.0 I 1 IIIIIIIII IIIII PROPERTY BOUNDARY J C o o' �n Of All 12%12"x8" TEE (FLG) 12" FLGxMJ ADAPTOR vi I I w s II 8" GATE VALVE (FLGxMJ) D INSTALL 12"x12"x8" TEE (MJxMJxFLG) - - RIGHT OF WAY LINE L 0 � SD SD 8" GATE VALVE (FLGxMJ) i - u7 1-1 412"x12"x8' MJxMJxFLG M _ I 62.0 LF OF 8" C-900 PVC WATER MAIN ( ) - EXISTING ROAD CENTERLINE c N W/ BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD 8 GATE V (FLGxMJ) INSTALL 12%12"x8" TEE (MJxMJxFLG) -0 M X CONST. I ao INSTALL 12%12"x6" TEE (MJxMJxFLG) INSTALL 12%12%8" TEE (MJxMJxFLG) 8" GATE VALVE (FLGxMJ) L SEE SHEET C3.0 I 8" GATE VALVE FLGxMJ 62.0 LF OF 8" C-900 PVC WATER MAIN O EXISTING LOT NUMBER rn ai o 6" GATE VALVE (FLGxMJ) (FLGxMJ) � g N INSTALL 89.5 LF OF 12" I 13.4 LF OF 6" 62.0 LF OF 8" C-900 PVC WATER MAIN INSTALL 75.9 LF OF 12" W/ BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD C-900 PVC WATER MAIN \ C-900 PVC WATER MAIN W/ BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD C-900 PVC WATER MAIN EXISTING LOT LINE �� FIRE HYDRANT ASSEMBLY PER MERIDIAN I I 1 STALL 85.6 LF OF 12" u / � CITY STANDARDS I I -900 PVC WATER MAIN -SSx�o SSx EXISTING SEWER LINE W/ MANHOLE INSTALL 12"x12"x8" TEE (MJxMJxFLG) INSTALL 126.9 LF OF 12" INSTALL 44.9 LF OF 12" SEE SHEET C3.0 8" GATE VALVE FLGxMJ C-900 PVC WATER MAIN INSTALL 12"x12%6" TEE MJxMJxFLG Wx Wx (MJxMJxFLG) EXISTING WATER MAIN W/ GATE VALVE (FLGxMJ) C-900 PVC WATER MAIN INSTALL 12%12%6" TEE (MJxMJxFLG) 6" GATE VALVE (FLGxMJ) S�pNAL F,y 62.0 LF OF 8" C-900 PVC WATER MAIN I W/ BLOWOFF ASSEMBLY PER CITY Cn INSTALL 146.7 LF OF 12" 6" GATE VALVE (FLGxMJ) 13.5 LF OF 6" PIRRx EXISTING PIRR W/ SERVICE t�,5 (ILL OF MERIDIAN STD C-900 PVC WATER MAIN 13.5 LF OF 6" C-900 PVC WATER MAIN t� G\STF,Q _j INSTALL 108.4 LF OF 12" FIRE HYDRANT ASSEMBLY PER MERIDIAN O �.��, II i 4 20.0 C-900 PVC WATER MAIN fl/19/202W � l ao CITY STANDARDS EXISTING STREETLIGHT a REMOVE EXISTING BLOWOFF C-900 PVC WATER MAIN FIRE HYDRANT ASSEMBLY PER MERIDIAN AND INSTALL 55.5 LF OF 12 CITY STANDARDS �Z6 1 I I I 8625 C-900 PVC WATER MAIN J CO 07 1 INSTALL 313.7 LF OF 12" EXIST. ROLLED CURB, GUTTER & SIDEWALK INSTALL 138.3 LF OF 12" D SI ned I -I C-900 PVC WATER MAIN--' C-900 PVC WATER MAIN 9T 9 P 12" I12"W 1 "W--- - 12"W EXIST. VERT. CURB, GUTTER & SIDEWALK 179' 2 89• 2 12 12"W 1V 180° - 2,rW 12 W 12,rj O 12"W W 12"W { � o a S$ 2 S+ SS o.o 0 2 0 2 0 ��39�7- 3Vflj - LI N E A 2 2 CD RD WATER EXTENSION AND ���^ FUTURE PRESSURE IRRIGATION LINE E5B537E89F154BD.. � I l- o ���}-SS-�-SS-��SS SS o+$S 4 S o SSN•�-SS--�-SS SS-ASS ��S SEWER LINE B SEE � EXISTING MAINLINE DRAIN `ID S SD SID ,$p. O S° S° SHEET C5.1 L - ' CONST. SSMH-Al 4 �i� 0 AIR VACCUUM RELIEF I o ^ 7+08.97 �, CONST. SSMH-A2,� SEE SHEET C3.0 CONST, SIG ^ N N 1 + N N '^ L0 SEE SHEET C4.0 LO J_O + "� M 11+08.84 �,� �0 �'Ui rn N o+ N + L0 "'; PROPERTY BOUNDARY o Uj x N J N I . w � ' - - U U' SEE SHEET C4.0 N r ' N w II M v SEE SHEET C0 w RIGHT OF WAY LINE Q EX. SSMH CONST. SSMH-A3 5+00.00 I 14+19.04 - - EXISTING ROAD CENTERLINE CONNECT TO EXISTING SEWER MANHOLE O I I O EXISTING LOT NUMBER C Of � I M I l EXISTING LOT LINE Ln I Q o A i 1 EXISTING SEWER LINE W/ MANHOLE L w '' N v "• �""", "" I Wx W4!�-Wx EXISTING WATER MAIN W/ GATE VALVE LU 04 PIRRx 1PIRRx Q M EXISTING PIRR W/ SERVICE Q 2592 2592 Z KEYNOTES: EXISTING STREETLIGHT O m Y �� ONON-POTABLE SERVICE CROSSING MAIN LINE, SEE WATER EXIST. ROLLED CURB, GUTTER & SIDEWALK � p NOTE 3 ON SHEET 1.0 EXIST. VERT. CURB, GUTTER & SIDEWALK NON-POTABLE MAINLINE CROSSING, SEE WATER NOTE 2 ON CD CD 2586 2586 O SHEET 1.0 CD CD N N EXISTING MAINLINE DRAIN °' °' SLEEVE SERVICE THROUGH DRAINAGE SYSTEM APPROXIMATE EXISTING GRADE 0 EXISTING AIR VACCUUM RELIEF O w APPROXIMATE �`� - - - - - - O4 6" SDR-35 PVC SEWER SERVICE LINE / w 0 p o Q FINISH GRADE h1 _ _ - - - - Z w w > o Q 2580 - - ��� / ° 2580 - - - ROAD CENTERLINE w CD U 11• �� - �`L w cn Q w cn O m ROAD RIGHT OF WAY U Q J M U) 41 INTERIOR LOT LINE �I o 2574 4/� �� ��P W � CONST. 306.2 LF 8" SDR-35 PVC Pipe @ 0'88% 2574 BLOCK 5 5 W II 2574.31 ch BLOCK AND LOT NUMBER I� 0 U �� P�� Q O I " e (� 0.91% INV OUT (W) _ Z ° D I I CONST. 395.9 LF 8 SDR-35 PVC Pip = CD CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK U) O I I 2571.49 c-i 2571.59 C �' J I � Q INV IN (E) U Q Q INV OUT (W) � I '�56�7 _ � CONSTRUCT TERMINUS GRADE BEAM CURB 2568 `f 8" SOR_35 PVC Pipe � 0 z0 Q 2568 w a, 2p5.0 2567.84 � + U � CONST INV OUT (W) = INV IN (E) MERIDIAN STANDARD STREETLIGHT TYPE 2 H : 2567.84 z Q -1 cN o INV IN (N) OU U) -SS S4*-SS CONSTRUCT SEWER W/ MANHOLE O 2562 2563.13 c i 2562 -W W W CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) INV IN (W/EX. E) Z II Q. U U) Q j o0 2563.03 Ix INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD cn = o EX. INV OUT (S) 1� DRAWINGS W7 & W9 � � o 0 CO , ' INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD 2556 X a 2556 DRAWING W13 w cn c O INSTALL 48"0 GRAVITY IRRIGATION MANHOLE, TYPE A PER ISPWC SD-612 0 0 x LINE A X DRAWING IW TER SERVICES PER CITY OF MERIDIAN STANDARD z o w 2550 2550 __0 4+80 5+40 6+00 6+60 7+20 7+80 8+40 9+00 9+60 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+00 IRR�IRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE ^ L.L w U aD O SC SERVICE CONNECTION 0 Q O E m SL SERVICE LENGTH w J J LL E oo El END INVERT J Q (D 0� z Z � Cn � Q Q N L LJ O Q 0 u J W z L L, o C w /) m � O �+ Plans Are Accepted For Public Q co 0 o o � Street Construction L U Q w o Q �E IDIt IAN,- O � Public �/ O Works Department ca ion, By stamping and signing the improvement plans, the Registered C14 a) ❑■ �' •EEngineer ensures the District that the plans conform to all District M Q � 1 F{. ;.L policies and standards. Variances or waivers must be specifically SHEET NUMBER ti and previously approved by the District in writing. Acceptance of the il.• F improvement plans by the District does not relieve the Registered w = Know what's b@IOW. -1'j �• � Engineer of these responsibilities. C5 . 0 Q Q Call before you dig. 0 1 BY DATE ADA COUNTY HIGHWAY DISTRICT C� a_ uu XREF INDEX: SCALE 60 0 30 60 120 0 O U LO ( FEET ) z LEGEND 1 INCH = 60 FT. U) N 3 x xl N \ \ I \ (n \ ' — N coo)PROPERTY BOUNDARY � � ,- 1c, L1J / ` ( RIGHT OF WAY LINE L �. \ s \ LLJ L�J, \ // / - - U - L0 REMOVE EXISTING SEWER CLEANOUT T \ Z =v — / I \ \ 1�/ // - EXISTING ROAD CENTERLINE c Cv AND INSTALL 60"0 MANHOLE C'A \ \ O —��/ / I \ \ ��I,4��oi/ M c x ti��a \ N CO o( SEE SHEET C4.0 // /// I I \ \ o \ w CONST, QB# _ d / I O EXISTING LOT NUMBER � N X x �9, \ 2 I N CONST. SSMH-B2 II I SEE SHEET C3.� - i I I� \ \ -� J/GIP 8+14.93 INSTALL 42.0 LF OF 12". I `�=� EXISTING LOT LINE STROM DRAIN ® 0.1% SSx------- SSx EXISTING SEWER LINE W/ MANHOLE -1� o LINE!B SS+ / S I NORTH SOUTH RD r`120'12„W 2 12" TEE (FLG) / /// Wx�Wx EXISTING WATER MAIN W/ GATE VALVE NAL CONST. 60"0 SSMH B-1 --,� O 2-12" GATE VALVES (FLGxFLG) / �0 16 �— I 12" FLGxMJ ADAPTOR / PIRRx EXISTING PIRR W/ SERVICE tc,Sc' NG'j 5+00.00 1 1/ / ���_ _r✓� o`` �G\STFRF o 0 rn / / �i1/19/202� �n N INSTALL 75.1 LF OF 12" / EXISTING STREETLIGHT a o � C-900 PVC WATER MAIN / / REMOVE EXISTING BLOWOFF AND / + J N / 8625 INSTALL 115.1 LF OF 12" „ / \ 6 N Lj P// EXIST. ROLLED CURB, GUTTER & SIDEWALK D Signed b SEE SHEET C31 EXIST. VERT. CURB, GUTTER & SIDEWALK � T C-900 PVC WATER MAIN II / x I III / 4O . �— / I I / / / KII1 II 11 INSTALL 12%12%6" TEE (MJxMJxFLG) _ _ _ INSTALL 11AW BEND (MJxFJG) 12" FLGxMJ ADAPTOR 9.9 LF OF 6" INSTALL 121.6 LF 6" GATE VALVE FLGxMJ FUTURE PRESSURE IRRIGATION LINE 12"x12%8" TEE (FLG)) of 12" C-goo ( ) E5B537E89F154BD... �• PVC WATER MAIN s C-900 PVC WATER MAIN EXISTING MAINLINE DRAIN 8" GATE VALVE (FLGxMJ) FIRE HYDRANT ASSEMBLY PER MERIDIAN 59.2 LF OF 8" C-900 PVC WATER MAIN / CITY STANDARDS W/ BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STDS w I/ // 0 AIR/VACCUUM RELIEF �I INSTALL 66.0 LF OF 12" / w / // PROPERTY BOUNDARY III, II C-900 PVC WATER MAIN o II. I / / I cad ��II / - - RIGHT OF WAY LINE Q cn cn INSTALL 12"x12"x8" TEE FLG "' 6 cpt /� / o Of w x 12" FLGxMJ ADAPTOR INSTALL 358.6 LF OF 12" Z 12" 11Ya' BEND FLGxMJ / C-900 PVC WATER MAIN °'��II EXISTING ROAD CENTERLINE w C) o 8" GATE VALVE FLGxMJ) f �� INSTALL 1-12" VALVE / i2j/'1/ �_J1It O U w CONNECT TO EXISTING MAIN z Cl- 36.1 LF OF 8" C-900 PVC WATER MAIN / _ _I I _)J 7 EXISTING LOT NUMBER �, u � = W/ BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STDS - _ - _ - - —— - w x o xl � / - 2/B) /S9 EXISTING LOT LINE Y �, z w > G S8g 258h" N Ln EXISTING SEWER LINE W/ MANHOLE w �>,� w —Wx W4!�—Wx EXISTING WATER MAIN W/ GATE VALVE w o PIRRx 1PIRRx Q M Q' EXISTING PIRR W/ SERVICE Q �_ z EXISTING STREETLIGHT 0 EXIST. ROLLED CURB, GUTTER & SIDEWALK w O N z APPROXIMATE EXIST. VERT. CURB, GUTTER & SIDEWALK o 0 2592 �� FINISH GRADE 2592 KEYNOTES: EXISTING MAINLINE DRAIN 2 2 _ 1 SERVICE CROSSING MAIN LINE, SEE WATER NOTE 3 ON SHEET 1.0 O Y Y APPROXIMATE EXISTING GRADE 0 EXISTING AIR/VACCUUM RELIEF O p w MAINLINE CROSSING, SEE WATER NOTE 2 ON SHEET 1.0 Z LU p w Q - - - ROAD CENTERLINE 2586 — — — — — _ �� 2586 w L9 3 v W o SLEEVE SERVICE THROUGH DRAINAGE SYSTEM w W Q w a- U) p co ��P� ROAD RIGHT OF WAY U) 0 Of U Q J 0- U) � 4O 6" SDR-35 PVC SEWER SERVICE LINE c INTERIOR LOT LINE J Q 01 2580 2580 W BL O CK 5 5 BLOCK AND LOT NUMBER O z 4 CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALKCl) w 10 < Q J 2574 2574 CONSTRUCT TERMINUS GRADE BEAM CURB U) �i � MERIDIAN STANDARD STREETLIGHT TYPE 2 PAC P\pe ®� INV OUT (S) m CONSTRUCT SEWER W/ MANHOLE 2568— �F corn 2568 6 / CONS' cn � —W W W CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) > ~ 000 j Oz ¢ T� INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD cn U N DRAWINGS W7 & W9 0 •� INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD CD 2562 2562 DRAWING W13 Q % m INV IN (N) 0 O■ INSTALL 48"0 GRAVITY IRRIGATION MANHOLE, TYPE A PER ISPWC SD-612 � = INV IN 0 O LLJ cn O cn CONSVUWATER SERVICES PER CITY OF MERIDIAN STANDARD z HO X N DRAWING W1 FL j 2556 0 Q 25560 Q 0 U N IRR IRR CONSTRUCT PRESSURE IRRIGATON LINE W/SERVICE � LINE B w � M 2552 2552 SC SERVICE CONNECTION Q CD 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 8+40 9+00 Z E o SL SERVICE LENGTH J J OI EI END INVERT J Q tY N 0� z Z O N N U) Q u J J Q NN LLJ z w o o ) w 2 00 N p� �' � � Plans Are Accepted For Public � � � � o O Q E IDIT IAN Street Construction Q p o CO Public % Of O Works Deptrartmen ON By stamping and signing the improvement plans, the Registered — ❑■ •�■ Engineer ensures the District that the plans conform to all District M Q .L policies and standards. Variances or waivers must be specifically SHEET NUMBER r r ti and previously approved by the District in writing. Acceptance of the i�.• F improvement plans by the District does not relieve the Registered w = Know what's below. �1'1fi3 � Engineer of these responsibilities. G ■ I� Q Q Call before you dig. i BY DATE J I ADA COUNTY HIGHWAY DISTRICT C� a- uu XREF INDEX: CONST. GIRR-4 CONST 77.5 LF 24" CL III RCP PIPE ® 0.10% 12+80.50 CONST. GIRR-3 SCALE IE = 2575.53, INSTALL TRASH RACK  -_-- - - RING = 2582.60 10+59.94 80 0 40 80 160 0 E _--_-__ - 4 _ - - =_24� INV. = 2575.61 RING 2583.72 /R o X= - o - 0 24 INV. = 2575.83 E G E N D ( ) z +-\f-GIRR-�+IRR-(GIRR=- +;R FEET INSTALL 8" 45' BEND 8 .- INSTALL 28.3 LF OF 8 CONST. 215.6 LF 24" HDPP `v8sr 10+59.94 1 INCH = 80 FT. PIPE � 0.10% N 3" ?S83 C-900 PVC WATER MAIN� �� I I �J PROPERTY BOUNDARY COJ co o CD T. CB#2a-2 \ - - RIGHT OF WAY LINE SEE SHEET C3.2 \ 10+00 - `� - EXISTING ROAD CENTERLINE � c cv \ \ M 't -a CO INSTALL 168.3 LF OF 12" ®� O L co t7 STORM DRAIN ® 0.1% I 7 EXISTING LOT NUMBER 0 CD N _ � � w o \\ �\ I EXISTING LOT LINE 1 INSTALL 8" 45' BEND (MJ) SSx------- SSx EXISTING SEWER LINE W/ MANHOLE I �I\ INSTALL 62.5 LF F 9ooPvc WATER CMAIN I I I I I I I I I I I \ I I I I I I I I I I I � �" 1 0 00 Wx---e-Wx EXISTING WATER MAIN W/ GATE VALVE J ( INSTALL 8" FLGxMJ ADAPTOR \ PIRRx SO4AL FN 8"x8%8" TEE (FLG) \ \ N EXISTING PIRR W/ SERVICE o��,5 G\STFR TX 2-8" GATE VALVES (FLGxMJ) \ EXISTING STREETLIGHT a� ` 1/19/202 I I I EXIST. ROLLED CURB, GUTTER & SIDEWALK N 8625 1 I - I D Ca?T signed I SEE SHEET C3.2 \ 1 EXIST. VERT. CURB, GUTTER & SIDEWALK 41 CONST. GIRR-2 1 \INSTALL 252.0 LF OF 8" 8+00 7+79.97 FUTURE PRESSURE IRRIGATION LINE 1 C-900 PVC WATER MAIN RING = 2583.63 E51B537E891=15413D... \ \ 24" INV. = 2576.11 EXISTING MAINLINE DRAIN 1 \ 1 \ \\ l 0 AIR/VACCUUM RELIEF I I \\ \ \ N 1 \ \\ \ w 1 CO \ \ PROPERTY BOUNDARY : w I I \ \ \ o \ - - RIGHT OF WAY LINE a 1 1 - 11 11 I I � \ \ 7 0 \ - - EXISTING ROAD CENTERLINE Of INSTALL a" GATE VALVE (MJxFLG) o �1 � q � 8"x8%6" TEE (FLG) KEYNOTES: z D o w 8" FLGxMJ ADAPTOR \ Z \ \ 7 EXISTING LOT NUMBER CL > u I 6" GATE VALVE (FLGxMJ) CONST. 275.0 LF 24" HDPP \ O NON-POTABLE SERVICE CROSSING MAIN LINE, SEE WATER � z w 16.6 LF OF 6" PIPE (� 0.10% NOTE 3 ON SHEET 1.0 a Of a 1 \ \ \ EXISTING LOT LINE C-900 PVC WATER MAIN Y cn CD J FIRE HYDRANT ASSEMBLY PER MERIDIAN \ \ O NON-POTABLE MAINLINE CROSSING, SEE WATER NOTE 2 ON zo CD zo SHEET 1.0 Q cn w in CITY STANDARDS \ o - \ \\ 25��\ � EXISTING SEWER LINE W/ MANHOLE w � a � tY I SEE SHEET C4.2 \ \\ \ 6+00 \ -Wx W�Wx EXISTING WATER MAIN W/ GATE VALVE o 0 _ \ \ SEE S%HMEET C4.2 \\\ \ PIRRx PIRRx Q 1 \ \ \ EXISTING PIRR W/ SERVICE Q O \ \ z EXISTING STREETLIGHT Z DRAINAGE SYSTEM #6, SEE SHEET C4.2 \ IN \ CONNECT EXISTING PIPE TO NEW IRRIGATION STRUCUTRE, m CV \ FIELD VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION. \ - - 00 UjEXIST. ROLLED CURB, GUTTER & SIDEWALK O w EXIST. VERT. CURB, GUTTER & SIDEWALK Uj LJ1T. Sffiffia Y YY N pM o \0 L.J SEE SHEET C4.2 5+ rnrn EXISTING MAINLINE DRAIN U I INSTALL 301.4 LF O Q IIC-900 PVC WATER MAIN IIIIIIIIIIIIIIIIIIIIIIIIIII III1111 CONST. GIRR-1 EXISTING AIR/VACCUUM RELIEF U w o _ . 0 LU L . z w, ROAD CENTERLINE O U) wz � U � = w of _ Q °24� INV. 2576.39 o ~ +, ROAD RIGHT OF WAY U I \\ \\ INTERIOR LOT LINE ° N I 2 SEE SHEET C3.2 BL OCAK 5 5 BLOCK AND LOT NUMBER � INSTALL 8" GATE VALVE (MJxFLG) - O U I too 8"x8"x6" TEE (FLG) \\ \\ I 8" GATE FLGxMJ ADAPTOR CONST. SGTd - SEE SHEET C4.1 Z 41 ~ SEE SHEET C4.1 - - 2584 CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK w \ I 6" GATE VALVE (FLGxMJ) / / r� -_ J �I I 13.4 LF OF 6" 2581 DRAINAGE SYSTEM #4, SEE SHEET C4.2 \ © II�I r �` > > I I Ir 1 U Q C-900 PVC WATER MAIN FIRE HYDRANT ASSEMBLY PER MERIDIAN - - \ �'�506 I I I I I CONSTRUCT TERMINUS GRADE BEAM CURB U) CITY STANDARDS - w r, z582= - - - `��<��_�`_ I I MERIDIAN STANDARD STREETLIGHT TYPE 2 _ I � _SD SD SD SD � / - � _� �� I '�� SD SD SD SEE SHEET C4.1 - - - - _ _ - �II I 1 I I 1 -SS S4*-SS CONSTRUCT SEWER W/ MANHOLE ICONST, SGT;A#4a Q% I I SEE SHEET C4.1 \\ III 1 I 1 -W W W CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) > INSTALL 296.3 LF OF 8" _ I1-, PVC WATER MAIN III - _ _ I I 1 I T� INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD � - - co N DRAINAGE SYSTEM #5, SEE SHEET C4.2 I DRAWINGS W7 & W9 0 °' 'INSTALL 52.2 LF OF 12" I / DRAIN 00.1% QQNSL MagI INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD \ J I I fi \�\\ SEE SHEET C3.2 \ \\ I \ i I 1 DRAWING W13 c I \ I \\ ( \\\ \2582 )I \�,/ I I O INSTALL 48"0 GRAVITY IRRIGATION MANHOLE, TYPE A PER ISPWC SD-612 LLJ .°_ i \ I \ \ 11 I I Q o I \ I �) \ _ - - DRAWING W1 CONSVUWATER SERVICES PER CITY OF MERIDIAN STANDARD W F Ld co I \ I \ 2583 I i 1 II L i \ I\ f7 / \\ \\\ i I �' 1 IRR IRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE 7 w U \ // \-2584\ ` \ I 1 I Sc SERVICE CONNECTION J z O I E O I / / / \ I I SL SERVICE LENGTH J w o I / / / / \ \ I /� \ 1 I LL El END INVERT Q z _ z QN / I �I I J Q p uJ O T - - - - - - z � w O 12'W 12"W 12"W 12"W--- 12"W �--- 12„W 12"W 12'W I I CO � t1 o o UTILITIES IN ROADWAY UTILITIES IN ROADWAY I �\ �/ w z00 r7 a� + SS--�--SS-+ r N o SEE SHEET C5.0 SEE SHEET C5.1 " ` Plans Are Accepted For Public _j M F o OQ IE IDS% Street Construction Q p o m / / / r O Public 1 y W9 r6s Deptrartmen LL O / / // \ ' I .,i^ ^. ^:°,='.m,^I'Sp A ^, By stamping and signing the improvement plans, the Registered l I o� Engineer ensures the District that the plans conform to all District rn Q / // I I I I F{. ;. policies and standards. Variances or waivers must be specifically SHEET NUMBER T "r _ ,v. and previously approved by the District in writing. Acceptance of the 8+00 I I i�. F improvement plans by the District does not relieve the Registered 777� 1 / ��`� II Know what's below. ���'� 311 Engineer of these responsibilities.� I \ ,. C5 .2 �.. - I �\ , , \ \ \ \ Call before you dig. BY DATE Q Q ' I / \ ADA COUNTY HIGHWAY DISTRICT uu XREF INDEX: __-- - _ _ UNION PACIFIC RAILROAD ===__=2573-_== - ___- - - - - - _ _ _ _ _ __ _ _______________ _ _- -ICON . 77.` --===--- -2572= z-_ IE SCALE E --- ------- �. ==__ -_________=- � -� 80 0 40 80 160 0 - - - �- ri --- 0 0 X - _ DRAINAGE SYSTEM #7, SEE SHEET C4.3 -DRAINAGE SYSTEM #8, SEE SHEET C4.3 CONST• CBS \ ��I���� \ ( FEET ) DETENTION BASIN/DRAINAGE SWAI SHEET C3.3 INSTALL 8" MJxFLG ADAPTOR I III LEGEND. z 8%8"x6" TEE (FLG) ��Ill t � � 1 INCH = 80 FT. C\1 -8" GATE VALVE (FLGxMJ) ;I;;I 2581 \ 6" GATE VALVE (FLGxMJ) � 000 �` \ 30.0 LF OF 6" � III PROPERTY BOUNDARYCO -rt C-900 PVC WATER MAIN KEYNOTES. ,, o SEE � '3 \ INSTALL 61.1 LF OF 12" FIRE HYDRANT ASSEMBLY PER MERIDIAN,III \ - - RIGHT OF WAY LINE L INSTALL 55.1 LF OF 12" / II o SEE SHEET C3.3 STORM DRAIN 3.9% CITY STANDARDS IIII \\ U - u7 STORM 11 DRAIN ® 0.1% INSTALL 8" 45' BEND (MJ) O . I 5 LF OF 4" ROOF DRAIN, IE = 2574.3. SEE MECHANICAL � _ O PLANS FOR CONTINUATION INSIDE BUILDING - EXISTING ROAD CENTERLINE _0 c N \ INSTALL 205.1 LF OF 8" I \l F INSTALL 28.3 LF OF 8" - 90 - C AT - AI - I III IIII \ - O 15 LF OF 4" ROOF DRAIN, IE = 2574.3. SEE MECHANICAL PLANS FOR - -0 CO 1\ C-900 PVC WATER MAIN C-- PVC WATER MAIN I I B � INSTALL 290.0 LF OF 8" _ \ o L co CONTINUATION INSIDE BUILDING 4u_�� 4 � kI 7 EXISTING LOT NUMBER N C-900 PVC WATER MAIN- � J � INSTALL 8' 45' BEND (MJ) / $W $W $W + $•W V�I 25 LF OF 6" SEWER SERVICE, IE = 2572.8. SEE MECHANICAL PLANS - - - - - - - - A O FOR CONTINUATION INSIDE BUILDING EXISTING LOT LINE INSTALL 53.1 LF OF 8" I I SSx�SSx INSTALL 160.4 LF OF 12" eR -_ "' I IIII IIII \ - EXISTING SEWER LINE W/ MANHOLE STORM DRAIN 0.1% C-900 PVC WATER MAIN I e----e e e - e e e e e e _ \LV \ LJ 0: ��I`II1III \\ Wx�wx •�• • . • • • EXISTING WATER MAIN W/ GATE VALVE � I y o INSTALL 8%8%6" TEE (MJxMJxFLG) ® ® O I' I FN PIRRx EXISTING PIRR W S C \ 6" GATE VALVE (FLGxMJ) ® W W INSTALL 2" METER AND / SERVICE t�� G�STF,Q Eiji J19.0 LF OF 6" ® S FS 55.0 LF OF 2"--- -S FS F F \ C-900 PVC WATER MAIN ® ® ® g WATER SERVICE LINE \ �1/19/2020� EXISTING STREETLIGHT a � -t FIRE HYDRANT ASSEMBLY PER MERIDIAN 74123 oO ® ® ® t- -I SEE MECHANICAL PLANS I II I I 8625 * CITY STANDARDS IN�. A ® ® � FOR CONTINUATION I I \ EXIST. ROLLED CURB, GUTTER & SIDEWALK INSTALL 9.1 LF OF 6" B INV. I I I D ��uSigned I� Iw RD L ROOF DRAIN @ 0.5% I11 II I \\ \ EXIST. VERT. CURB GUTTER & SIDEWALK 9TF rj F �QP �' I RD �RD - 1 CONST. SSMH-C3 //i I� II \ \Q ® 9` n„U` I III \ a �' SEE SHEET C3.3 1 13+00 I 13+17.53 (PRIVATE) _ / I II \ a �� FUTURE PRESSURE IRRIGATION LINE INSTALL 181.5 LF OF 12" "' 0 INSTALL 79.8 LF OF 4" I I 1611_ o E5B537E89F154BD... II � �' � 72.22 PROOF DRAIN @ 0.5% II I /II ROOF DRAIN @ 0.1% -i INV. i 111 �I X\ \ EXISTING MAINLINE DRAIN II � A SEE SEWER PROFILE, SHEET C5.4 B INV. / I IIII I \\ III \ \ 0 AIR/VACCUUM RELIEF INSTALL 80.0 LF OF 6" g1`O I I I ROOF DRAIN @ 0.5% PROPERTY BOUNDARY �'I12' ~ CONST'14 . SSMH-C2 I i i I I / I- - 1I� 12+00.22 PRIVATE INSTALL 80.0 LF OF 6" I I I� INSTALL 239.6 LF OF 12" - _ - - - a / _ INSTALL 313.3 LF OF 8" 980 0 ROOF DRAIN ® 0.5% I I i 1 I_ / RIGHT OF WAY LINE I� STORM DRAIN 0 0.1% 12 00 of o II I / C-900 PVC WATER MAIN I I I I w II 73.43 I I - - EXISTING ROAD CENTERLINE A B INV. i l l 00 I - 72.62 1 � III 7 EXISTING LOT NUMBER - - - INV. O � _ _ I II 5of II IQBj8b �2577+ I I I a EXISTING LOT LINE 4, II I I SEE SHEET C3.3 - PROPOSED BUILDING INSTALL 85.3 LF OF 8" I 11 Q o 57 0 73.05 FF-2578.80 ROOF DRAIN ® 0.5% J w wLn III I\ INSTALL 8" MJxFLG ADAPTOR INV. SEE SHEET C4.2 L EXISTING SEWER LINE W/ MANHOLE II A 0 8"x8"x6" TEE (FLG) L 73.00 - -Wx W�Wx EXISTING WATER MAIN W GATE VALVE V) 8" GATE VALVE (FLGxMJ) �11+00 A B INV. / o II \ 6" GATE VALVE (FLGxMJ) r INSTALL 43.2 LF OF 12" SHEET �•y 1 M 13.4 LF OF 6" J ROOF DRAIN 0.5% I / 11 PIRRx PIRRx Q EXISTING PIRR W SERVICE Q IM C-900 PVC WATER MAIN _ S4 �I INSTALL 83.3 LF OF 4" _ _ 8 - i z II \ FIRE HYDRANT ASSEMBLY PER MERIDIAN L ROOF DRAIN @ 0.5% - _ INSTALL 187.3 LF OF)2" I EXISTING STREETLIGHT O m CITY STANDARDS -1 I P Y ROOF DRAIN Q 0.1% C RD - R - -RD I ILU EXIST. ROLLED CURB, GUTTER & SIDEWALK w O 73.47 72.79 I U W z A \ \ 20.0 INV. INV. I I I I z w EXIST. VERT. CURB, GUTTER & SIDEWALK o 0 \ B INSTALL 40.1 LF OF 8" = LU N N --gym ' A ROOF DRAIN ® 1.5% CONST N N 10I o INSTALL 79.0 LF OF 6" IN . H SEE SHEET C4.2 � _ � EXISTING MAINLINE DRAIN °' °' INSTALL 247.7 LF OF 8" I ROOF DRAIN ® 0.5% INV. I I I C/) INSTALL 236.3 LF OF 12" 11 Q Y Y -C-900 PVC WATER MAIN STORM DRAIN 0 0.1% \ INSTALL 76.4 LF OF 12" LLJ �' I STORM DRAIN 0 0.1% LLI 0 EXISTING AIR/VACCUUM RELIEF LL 0 Q p 1-- I a II \ I II LU II U) Z z z Y 0 o �I I I o 73.86 � INSTALL 79.0 LF OF 6" - - - ROAD CENTERLINE Z - r*i - SEE SEWER PROFILE, SHEET C5.4 ICI I w - � U W , AI II �111111111I _ 1 I i ROOF DRAIN @ 0.5% w cn Q w 0 p m s A B I I I I I I - - ROAD RIGHT OF WAY U) 0 0 U Q J 0- U) o INV. I I I I INTERIOR LOT LINE \ \✓ INSTALL 84.5 LF OF 4" 0 I I i I I C \\ i 9+00 \" ROOF DRAIN ® 0.5% _I I I I_ - W �I U I \ I In INSTALL 84.5 LF OF 8 I III II BLOCK 5 5 BLOCK AND LOT NUMBER O I I SEE SHEET C3.3 \ o ROOF DRAIN ® 0.5% / 1 I II I I a Z 0 I I I 74.28 / I IIII CONSTRUCT REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK can O I I I SEE SHEET C3.3 \\� = INV. \ B �` i I I II I I < Q Q _U I I \ J A \ I 74.23 / 11 I IIII / U) J m I II \ �� CONST. SSMH-Cl \ I INV. // I IIII / r CONSTRUCT TERMINUS GRADE BEAM CURB II A INSTALL 8" MJxFLG ADAPTOR $+00.22 (PRIVATE) \ i / I I IIII Ilr _ MERIDIAN STANDARD STREETLIGHT TYPE 2 INSTALL 33.5 LF OF 12" 8"x8%6" TEE (FLG) 80 8400 STORM DRAIN ® 0.1% 8" GATE VALVE (FLGxMJ) \ \ I I I I II III v D I 11 11 6" GATE VALVE (FLGxMJ) \ I I I I -SS S�SS CONSTRUCT SEWER W/ MANHOLE 51 IN U I I II C-900 PVC 3WATER OMAIN \ \ \\ I IIII III 11 FIRE HYDRANT ASSEMBLY PER MERIDIAN �I 00 \ \ \ IIIIII I -W �/ �/ CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) U •� o U 1 I CITY STANDARDS \ \ \ 0Q - I II SEE SEWER PROFILE, SHEET C5.4 12.0 \ I IIII .5a T� INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN STANDARD A INSTALL 165.5 LF OF 8" \ \ oSEE � � \ IIIIII / - - - DRAWINGS W7 & W9 0 \I I I C-900 PVC WATER MAIN i I o \ III ' INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD \\ \ 1 I I I II DRAWING W13 m \ - INSTALL 45' BEND 7+00 �� I II IIII \ INSTALL 42.4 LF OF 8" I \ \\ I IIIIII O INSTALL 48"0 GRAVITY IRRIGATION MANHOLE, TYPE A PER ISPWC SD-612 X C-900 PVC WATER MAIN DRAINAGE SYSTEM #9, SEE SHEET C4.1 \ \I/IIIIII D_ Uj I I I CONSVUWATER SERVICES PER CITY OF MERIDIAN STANDARD INSTALL 45' BEND X y I \ \\\ II II`\ 3 DRAWING W1 O w INSTALL 94.4 LF OF 8" a_ / I I \ I C-900 PVC WATER MAIN / U) \ \ \ IIII \ IRR- IRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE _ Z moo / / \ \ I IIII \ w U INSTALL 12"x12"x8" TEE (MJxMJxFLG) \ 8" GATE VALVE (FLGxMJ) / \ I III ` \ 0, 1 �_ \ I I I \ \ \ \\ j i II I \ j SC SERVICE CONNECTION J Q 0 �� I l a l l l l l I 6+00 / ^ Z E m I I III f/ // SL SERVICE LENGTH 0- J J / I I Q U_ E 1 I\\ I I 20.o CONST. SSMH-A1 / // I l i III // // 0 � CV � IIII « El END INVERT � � z � oN - I \ � I + �/ / / I IIIIII/ / / ~ ~ Q < Q � I I J o --- - W o - J / 1- 12"W %2"VU 12"W 1 i 12„W 1 Q _ - w o m � w g S .2577=-SS SS - r j CD 5+00 SS SS SS SS�-SS I S✓f-SS S SS SS S W M 00 O - - - - - D S Ln Plans Are Accepted For Public Q o o Q I I L i _ _ __J i i t I ...; , I L/Q�E IDIAN*_- Street Construction o -�� , • o Cn Q o ° m O A 3/dII - �� I I \ 1 `� W9^^ ^a Tee " By stamping and signing the improvement plans, the Registered C14 a) PP.m."� �..,,, 4 o❑■ •❑■ Engineer ensures the District that the plans conform to all District rn j I ,i /I jai , 58�� I �� F{• ;•� policies andstandards. Variancesor waivers must bespecifically SHEET NUMBER 2578 and previously approved by the District in writing. Acceptance of the 1 I „• / `� ,� � i�.• F improvement plans by the District does not relieve the Registered �a I I _ III / Know what s below. � �� � Engineer of these responsibilities. LLJ \ �� I f 'i II / CaII before OU dl ■ BY DATE C5 . 3 / I I Y g• ❑ � � I � / I i/ / ill I I ADA COUNTY HIGHWAY DISTRICT uu