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HomeMy WebLinkAboutCC - ACHD Approved Plans SHEET INDEX C1.0 - COVER SHEET ADLER INDUSTRIAL W FAIRVIEW AVE C2.0 - SITE DIMENSION PLAN K 0 C2.1 - SITE STRIPING & SIGNAGE PLAN 0 O U C3.0 - STREET PLAN & PROFILE LO JL N > C3.1 - STREET PLAN & PROFILE 7C - z C3.2 - SITE GRADING PLAN - EASTDID3 C3.3 - SITE GRADING PLAN - WEST 0PROJECTN 3 C4.0 - STREET DETAILS E PINE AVE C4.1 _ SITE DETAILS SITE J CO o C4.2 SITE DETAILS IDAHO NORTHERN AND PACIFIC RAILROAD >1 O MERIDIAN C4.3 - SITE DETAILS MERIDIAN IDAHO LO C4.4 - SITE DETAILS Z - C' C5.0 - STREET UTILITY PLAN `" C5.1 - STREET UTILITY PLAN ROADWAY 2021It E FRANKLIN RD 0 - -a M C5.2 - SITE UTILITY PLAN -EAST o C5.3 - SITE UTILITY PLAN - WEST 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE SEWER N C5.4 - SITE UTILITY PROFILE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE J C Z C6.0 - STREET LIGHTING 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 C7.0 - EROSION & SEDIMENT CONTROL PLAN 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. CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. GENERAL 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 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 TONAL CD CONTRACTOR SHALL SCHEDULE WITH INSPECTION SERVICES AT 208-387-6284. ? 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC ZONE. WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED I-84 4, gTE WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), 4. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION �O� G R O F� MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). R THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 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 Nq _l 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 VICINITY MAP q 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 'F OF \�P READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT 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 9TT G� COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. WASTEWATER RULES (IDAPA 58.01.16). M 7. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE M\3 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED 'APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 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 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START 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). BENCHMARKS OF WORK. GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS, AND CONCRETE COLLARS, AND THE CONTRACTOR SHALL NOTIFY THE CITY OF MERIDIAN 24 HOURS PRIOR TO 1. SQUARE ON THE SIDEWALK NEAR THE SOUTH WEST CORNER OF THE SUBDIVISION. "' 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 o 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO POURING CONCRETE COLLARS. GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. 707057.61, 244532.79 NAVD88 DATUM EL= 2582.98 Z WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.. 2. 5/8" IRON PIN W/ PLASTIC CAP NEAR THE SOUTH EAST CORNER OF THE PRIVATE 9. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. DRIVE TO THE EAST. 707032.21, 2446905.44 NAVD88 DATUM EL = 2590.83 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE OPEN OR CLOSE WATER VALVES. 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. 3. 5/8" IRON PIN W/ PLASTIC CAP NEAR THE NORTH WEST CORNER OF THE PRIVATE o FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. DRIVE TO THE EAST. 707808.43, 2446862.56 NAVD88 DATUM EL = 2583.17 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE 7. APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE PUBLIC WORKS DEPARTMENT AND THEIR DECISION 4. 1/2" IRON PIN NO CAP AT THE NORTH WEST CORNER OF THE SITE. J REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS 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 708520.04, 2446495.88 NAVD88 DATUM EL = 2583.49 w INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. BE DETERMINED BY THE FIELD INSPECTOR. IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS AND STANDARD SPECIFICATIONS AND 5. 5/8" IRON PIN W/ PLASTIC CAP AT THE SOUTH EAST CORNER OF THE SITE. DRAWINGS. 708550.73, 2445333.97 NAVD88 DATUM EL = 2572.87 LO 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 101.05 (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 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. ALL SEWER PIPE SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 4.1 OF THE STANDARD SPECIFICATIONS AND DRAWINGS. c> 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS 13. WHEN CONNECTING TO EXISTING ASPHALT THE CONTRACTOR SHALL SAW CUT 2' MIN. FROM THE EDGE OF PAVEMENT OR w DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE AS REQUIRED TO PROVIDE A GOOD EDGE TO BIND NEW ASPHALT. m RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 9. LOCATE SERVICE LINES TO THE POINTS SHOWN ON THE DRAWINGS OR AS MARKED BY THE ENGINEER IN THE FIELD. MARK AND Y o CONSTRUCTION PLANS. 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 a 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 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR LINES MAY BE A MAXIMUM FIVE (5) FEET DEEP AT THE PROPERTY LINE UNLESS OTHERWISE APPROVED BY CITY ENGINEER. w > TO CONSTRUCTION. 15. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR ACHD REVIEW AND APPROVAL PRIOR TO OBTAINING A W RIGHT-OF-WAY PERMIT. 10. THE PUBLIC WORKS DEPARTMENT WILL INSPECT ALL PUBLIC SEWER CONSTRUCTION WHETHER WITHIN PUBLIC RIGHT-OF-WAY OR o 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE EASEMENT. THE CONTRACTOR WILL NOTIFY THE PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO START OF F N BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED 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. ap PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. AND SPECIFICATIONS ONSITE AT ALL TIMES DURING CONSTRUCTION. W 12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS 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 m OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF 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 u) m TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 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 w O BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. W z 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL 18. ASPHALT REPAIR WITHIN THE RIGHT OF WAY SHALL COMPLY WITH ISPWC STANDARD DRAWINGS; SD-301, SD-303 AND DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES 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 :�i RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL STANDARDS. UNDERGROUND UTILITIES. 19. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD Y o 0 N N POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES 2 2i 2i cfl 14. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 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. Y N N PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED BY FOR THE PROJECT: NONE 14. CONSTRUCT SANITARY SEWER MANHOLES IN ACCORDANCE WITH SECTION 4.3 OF THE STANDARD SPECIFICATIONS, AND DRAWINGS O p w LL 15. THE DESIGN ENGINEER SHALL SUBMIT RECORD AND ELECTRONIC DRAWINGS TO THE PUBLIC WORKS DEPARTMENT AS PRESCRIBED IN THE 7.21(S), 7.22(S), 7.24(S), 7.25(S), 7.26(S) AS APPLICABLE. z LU LU ~ ~ MSSD SECTION 1.2.J.3 BEFORE FINAL APPROVAL IS GIVEN TO THE PROJECT. 20. CONTRACTOR SHALL NOTE THAT ACHD WILL INSPECT THE SIDEWALKS AND PEDESTRIAN RAMPS FOR STRICT COMPLIANCE - z z o 0 LU Q WITH THE ADA STANDARDS. SLOPES INCLUDING CROSS-SLOPE WILL BE VERIFIED TO MEET THESE STANDARDS AND THE w cD 3: U W � 16. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE DISTRICT WILL ADHERE TO A STRICT "NO TOLERANCES" POLICY. WATER � LU o of m: Q J n SHALL BE USED BY THE PROJECT CONTRACTOR(S). USE OF ANY PLANS ON THE JOB WITHOUT THE "APPROVED FOR CONSTRUCTION" 41 STAMP SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK ORDER. 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 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 17. LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES (INCLUDING INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET FROM CONSTRUCTION NOTE NO. 1. J WATER MAINS. THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. 21.1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF W p 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 U 18. ANY COMMON LOT CONTAINING PUBLIC WATER OR SEWER MAINS SHALL BE FENCED AT THE LOT LINES. 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 0 19. QUANTITY AND PLACEMENT OF STREETLIGHTS ARE CONTINGENT UPON THE ELECTRICAL DESIGN BY IDAHO POWER COMPANY. THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY. AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE ELECTRICAL CONTRACTOR WILL BE PROVIDED A STREET LIGHT MAP BY THE MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENT, WITH CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING w CO � U THE ISSUANCE OF AN ELECTRICAL PERMIT. 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). Q Q WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF U a- Q 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLAN ON WHICH IS RECORDED THE A TRAVEL LANE. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS `J ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE 214 PLOWABLE 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 . . THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PER SECTION 1.2.J.3 PRIOR TO FINAL APPROVAL OF THE PIPELINE INSTALLATION. 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 � w 3 TIME IS A CRITICAL FACTOR. CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 7 21. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). � � 21.5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF U) U BEFORE CONSTRUCTION BEGINS. 22. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM U CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). / 22. CARE TO BE TAKEN BY CONTRACTOR TO STAY OFF OF SUBGRADE ONCE IT IS EXPOSED. SEE ALSO PROJECT 23. THE CONTRACTOR SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS REQUIRED FOR THE CONSTRUCTION OF SPECIFICATIONS SECTION 3.02. Q U (S) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS / THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE 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 p V) OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS, POLICY AND EXISTING PAVEMENT MARKINGS. PUBLIC WORKS INSPECTOR. RUBBISH, AND SUCH MATERIAL WHICH, IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE FOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE LEGALLY DISPOSED OF OFF SITE. CD 24. BACKFILL OF LOTS AND/OR RELOCATED LATERALS SHALL REQUIRE INDEPENDENT SOILS TESTING LABORATORY. TO VERIFY BOTTOM OF RECLAIMED WATER STREET LIGHTING 3 j EXCAVATION PRIOR TO THE PLACEMENT OF STRUCTURAL BACKFILL TO ENSURE THAT UNSUITABLE SOILS HAVE BEEN REMOVED. p COMPACTION TESTING SHALL BE DONE AT EACH ONE FOOT OF VERTICAL LIFT AND EVERY 500 FT. HORIZONTALLY. TESTING LOCATIONS 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE TO BE ALTERNATED TO ENSURE UNIFORM COMPACTION ON EACH DEVELOPED LOT. ENGINEERED BACKFILL TO BE COMPACTED TO A RECYCLED WATER RULES (IDAPA 58.01.17), WASTEWATER RULES (IDAPA 58.01.16), RECOMMENDED STANDARDS FOR MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. ENGINEER :3 MINIMUM OF 90% OF MODIFIED PROCTOR PER ASTM D-1557 OR 95% OF STANDARD PROCTOR PER ASTM D-698 TEST RESULTS TO BE w SUBMITTED TO THE CITY OF MERIDIAN BUILDING DEPT. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS. STANDARDS), AWWA MANUAL M24 - CHAPTER 24 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT NV5 O w GENERAL CONSTRUCTION NOTE NO. 1. HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 690 S. INDUSTRY WAY / 25. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY NPDES PERMITS, FILING ANY NOI'S, AND PREPARING A MERIDIAN, IDAHO 83642 o STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY. CONTACT THE CONTACT: MATT MUNGER, P.E U '- o 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION MAINS AND POTABLE WATER MAINS SHALL BE A 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE EPA AT 208-334-9489 FOR THE REQUIRED INFORMATION. SAID PERMIT SHALL BE PRESENTED TO THE CITY ENGINEER AT LEAST 48 PHONE: 208-275-8704 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, AND A COPY MAINTAINED ONSITE. MINIMUM OF TEN (10) FEET IN ACCORDANCE WITH IDAPA 58.01.08, 'IDAHO RULES FOR PUBLIC DRINKING WATER AND ASSOCIATED WIRING. EMAIL: MATT w U 0? SYSTEMS," SUBSECTION 542.07. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION MAIN AND POTABLE .MUNGERC�DNV5.COM 2E co p 26. MINIMUM SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUND-WATER SHALL BE A MINIMUM OF 3'. WATER MAIN TO CROSS, A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED AND THE 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER z w � o CONTACT DESIGN ENGINEER FOR A REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH CLASS A EFFLUENT DISTRIBUTION MAIN SHALL BE ENCASED IN A CONTINUOUS PIPE SLEEVE TO A DISTANCE ON EACH METERS. D EVE LO P E R E m GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY ACHD. SIDE OF THE CROSSING EQUAL TO TEN (10) FEET. CLASS A EFFLUENT DISTRIBUTION MAINS INSTALLED PARALLEL TO J U_ NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN AND IRRIGATION) SHALL BE INSTALLED AT LEAST FIVE (5) 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN W Q Z oN 27. DRAINAGE FACILITIES, UTILITY POLES, LINES, AND APPURTENANCES WHEN NECESSARY TO REMOVE OR DISTURB, SHALL BE REPLACED OR FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED ABOVE THE CLASS A SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS ADLER INDUSTRIAL, LLC W Z U m RECONSTRUCTED TO EQUAL OR BETTER TO THEIR CONDITION PRIOR TO DISTURBANCE. EFFLUENT MAIN AND THREE (3) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON- POTABLE MAIN IS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 10259 W. EMERALD ST., STE 100 Q Q = N LOCATED BELOW THE CLASS A EFFLUENT MAIN BOISE, IDAHO 83704 = _ sY 28. ABANDONED BUILDINGS, TEST PITS AND WATERWAYS WITHIN THE CURRENT RIGHT OF WAY OR FUTURE RIGHT OF WAY SHALL BE CONTACT: JAKE MILLER '^) Q / 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY PHONE: 208-506-7170 �J Q U REEXCAVATED TO NATIVE/UNDISTURBED SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE OWNER AND 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION SERVICES AND POTABLE WATER SERVICES OR CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. J ACHD A COPY OF COMPACTION TEST RESULTS. EMAIL: JMILLER®ADLER-INDUSTRIAL.COM � POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION SERVICE AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL _ > 29. SITE TOPOGRAPHIC SURVEY PROVIDED BY WELLINGTON LAND SURVEYING, AND IS BASED UPON THE NAVD 88 DATUM. SEPARATION SHALL BE MAINTAINED, AND THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION COz CwC w O W G 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 � N o � lans Are Accepted For Pubic J c� o 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING CAUTION: RECYCLED WATER Street Construction • O � � w p Q ]i3Y1.T:5 _ m - DO NOT DRINK, IN BOTH ENGLISH AND SPANISH. �, • ® #n O m N By St13171 kV wW sigrdrg ft IRpvwOPmnt fW. ft RBgWmed 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF RECYCLED WATER SYSTEM IS CONNECTED TO THE POTABLE WATER €normr ansun}1 Iha Dlouid OW Hv plom nonfarm b all DJ¢W ; Q SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ), THE puWus and standards_ Varl rms orwaivm mussl 1e zpe lr co CITY OF MERIDIAN WATER DEPARTMENT, AND LISTED IN THE MOST CURRENT VERSION OF THE LIST OF APPROVED and prauousty appmuod by ft ftbid in SHEET NUMBER N BACKFL mo OW PREVENTION ASSEMBLIES PUBLISHED BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL AND Tm 1mpravent Fes Ili■ by C14W l . rat anCl0m ft HYDRAULIC RESEARCH, UNIVERSITY OF SOUTHERN CALIFORNIA (USC). }i gWICr°dEr►oraodrditms m"Nam". Know what's below. � ; "al T € r $vat���AW, 4/30/21 v • O 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL RECYCLED WATER DISTRIBUTION MAINS AND/OR SERVICES. Call before you dig. ■ ! Q Q ADA COUNTY I�l{3liPklf a�s,�zrcr y g ��: . p a_ I FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. uu XREF INDEX: UNION PACIFIC RAILROAD KEYNOTES _ _ _ _ _ LEGEND -2572 - - - ______________ ___----____ - INSTALL MODIFIED "MID-BLOCK" PEDESTRIAN RAMP PER ISPWC SD-712G WITH TRUNCATED T _ _ _ _ _ _ _ -2572 - - -________ DOMES AS REQUIRED, SLOPE TO MATCH ELEVATIONS SHOW MAX- _ - - -2583 Q D, N, 8% E INSTALL MODIFIED PEDESTRIAN RAMP PER ISPWC SD-712D, TYPE Al. 0 A r, I IIIII c = IRR--GIRR I PROPERTY BOUNDARY 77.6' DETENTION BASIN/DRAINAGE SWALE ��� is ��^> INSTALL PERPENDICULAR PEDESTRIAN RAMP PER ISPWC SD-712, "TYPE C3" WITHLO �, 6, N<N1 60.6' 2582 48,9' 2S8¢ j 0 TACTILE WARNING AS REQUIRED. SLOPE TO MATCH ELEVATIONS SHOWN, MAX 8%. - - RIGHT OF WAY LINE > C R75.0' I ` 2583 1 0, ✓ ® WARNINGINSTALL PASPREQUIRED.RSLOPESTOAMATCH ELEVATIONSN RAMP PER CSHOWN,2MAX"TYPE C4" WITH TACTILE _ EXISTING ROAD CENTERLINE (n N 3 INSTALL MODIFIED PEDESTRIAN RAMP TYPE "F1" PER ISPWC SD-712 WITH TACTILE WARNING \I 30.0 9 OP \ R15.0' _ 2582� O AS REQUIRED. m M 15 TYP, \ ' 27.0'_ �, 30.0' © INSTALL TRASH PAD, SEE ARCHITECTS PLAN O EXISTING LOT NUMBER J 0 o -,n R6.0' R6.0' 15 1 1TYP `'' �27'0 7 INSTALL ATTACHED SIDEWALK, SEE DETAIL, SHEET C3.0 0 5.0' III 1 TYP. 0 EXISTING LOT LINE - i 8"W �/ - R45.0'1 I \ 30.0' 30.0' 58.0' 30.0" _ ® INSTALL THICKENED EDGE SIDEWALK, SEE DETAIL, SHEET C3.0 � N 26.0' - R6.0' - \ 6.0' ti ©© ©© 4.0 ©© -SSx�o SSx EXISTING SEWER LINE W MANHOLE m _ \ 09 INSTALL 5' DETACHED SIDEWALK, SEE DETAIL, SHEET C3.0 / - -a CO i 8.0' LJ I i I \ IIIIIIII IIIIIIII IIIII tp INSTALL BOLLARDS, TYP Wx�wx EXISTING WATER MAIN W GATE VALVE rn N CD 30.0, 0;5.0' 25.0' S1.o _ SCALE (0 2 N 26.0' 2 /� 2 � 20.0' -_ R8.0' � \ � 11 INSTALL BOLLARDS, SEE ARCHITECTS PLANS PIRRx y J_ �� 13.0' R30.0' -W -W FS - R6.0' R6.0' EXISTING PIRR W/ SERVICE g0 0 40 80 16 R11.3 \ - R6.0' \ 12 INSTALL 4' VALLEY GUTTER AND FILLETS PER ISPWC ACHD SUPPLEMENTAL SD-708, ��9 - --38.0'- 8 p, \ - SEE DETAIL C2.0 EXISTING STREETLIGHT 19.0' 19.0' III Q 4 \ 4 30.0' 13 INSTALL 7' ATTACHED SIDEWALK, SEE DETAIL, SHEET C3.0 ( FEET ) 19"IV .0' 9.0' ©© ©© EXIST. ROLLED CURB, GUTTER & SIDEWALK 1 INCH = 80 FT. p I II \\ 14 INSTALL 3' ONSITE VALLEY GUTTER. SEE DETAIL, THIS SHEET. ' ' $ 00off )NAL- III \\ 4.0'- 2� 4.0'- 11.0 4.0'- 15 INSTALL ISLAND FLOW THROUGH, SEE DETAIL, THIS SHEET. EXIST. VERT. CURB, GUTTER & SIDEWALK II 19.0' l \ 't$ 16 INSTALL GUTTER PASS THROUGH, SEE DETAIL, THIS SHEET. 8 II{I�I \ co PROPERTY BOUNDARY a II � `\ i _ _ V V L LLLLLLJJJJJJ RIGHT OF WAY LINE 19.0 8.0' \ d I TYP.25.0' 38.0' 25.0 38.0' J - - - -2576- r r � o r / 30.0' \ � EXISTING ROAD CENTERLINE F \� 26.0 p IJ - - 26' MIN. FIRE ACCESSr o 0 0 / rs� \ q II 3 6 f ROUTE, TYP. r r 0011 s �T O F G m MAN � a a o 0 0 0 IIIIIIiTillll•I�I•LI�IIIIII I I�'I IlfPfllllllllllllllllll IIIIII Illllllllllllllll IlllllliT � O EXISTING LOT NUMBER 27.0 a' oo \ \ \ - T II LLLIII \ 2 \ EXISTING LOT LINE ® ® I 9 I - - _ - 25�y SSx-SSx - -257g_ _ � EXISTING SEWER LINE W/ MANHOLE \II 3.6' e e o 0 0 0 0 ' ' o o r \ -wx w�wx EXISTING WATER MAIN W/ GATE VALE 1 - °° 1 = 1 15 ' R3.0' r r �r r r r PIRRx PIRRx EXISTING PIRR W/ SERVICE a I h ® 0 0 0 0 eLu II \ r �r r r 27.0' 30.0' 27.0' 27.0'--30.0' 27.0' 27,0' 30.0' 27.0' 27.0' 30.0' -27.0' EXISTING STREETLIGHT L 19.0' \ cn o o N> TYP. \-38.0'- -38.0' �'19.0' D D 24.0' r r r r r r �� o o III a Q II 68.0' \ j ROAD CENTERLINE No - 4.0'- 4.0'- 4.0'- `' z w 25.0' 25.0' 21.0' - - ROAD RIGHT OF WAY a U I III \ 26.�, ® o 0 0 � 26.0' ©© ©© ©© a I �_ ��ITiIIIIIIILLLIIIIIII 111125�IIIIIIlll11111111 IIIIIIfl1111111111lllllllll 11111111T� Y �_ II 4 4 4 0 9 9 -©© 9 © N LLJ I III \ __ , - BL OCA 5 5 BLOCK AND LOT NUMBER Q o ILLJ Lp IIIII IIIIIII II III �r r r ILU Y w 84.0' 84.0' 84.0' 84.0' CONSTRUCT STANDARD VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 'n \ _ ILU 26' MIN. FIRE ACCESS o MUM r r r r - X II ROUTE, TYP. ?' - _ CONSTRUCT REVERSE LIP VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 Q N II \ / I I 30.0' / r - - - - - - - - - - - - - CONSTRUCT THICKENED EDGE SIDEWALK, SEE DETAIL, SHEET 2.0 0 -2581 - _ JIL 30.4'_ / - CONSTRUCT EXTRUDED CURB, SEE DETAIL, SHEET 2.0 > R48.0' TYP, \ 180' I I -©© ©© ©© I w O I W z "' I \ �- D \ -�2582 -. 41.5' 11 8' �� 110 \ _ I I I I I I I I I I I I I I I I I I R28.0' TYP.II \ \ / I �� L ' 8.5' / \ CONSTRUCT THERMOPLASTIC CROSSWALK �I .L \ en - - _ 30.0' \90' ® no n0 0n n0 no III 30.0' 1`R550' _i L�C R3.0'� � �p _ R8�0' SID _ 30.0' 1 \ I CONSTRUCT THERMOPLASTIC DIRECTION ARROWS, PER PLAN N N TYP./ \ t�t� #1=#1=# / = 258 3 - - - - _ - - 11.0' 11.0' 27.0' I I N N 15 J6 8 ? � 1 30.0' 14 8 0, 11'0' 5 30.0' © CONSTRUCT SPEED HUMP/BUMP PER AMAZON DESIGN CRITERIAAAA Y Y 60.0' \ \ 13.5' R30.0' _ 30.0' - IIIIIIII 6.0' I I 6.0' I Lu p w J �` � o w p � _ / I - CONSTRUCT VALLEY GUTTER W/FILLETS z z Y p o 27.0' / w U � \ R70.0' R14.0 R20.0' I I \ = Fj)LLU Of _ 0- p m 5 0' R30.0 / - R20.0'- SD SD I I R30.0' 27 0 I rrm \ >� �( I I 11 0 �582� \ I I , \y/ CONSTRUCT TE ON ACCESS CO ER SHEET. RAMPPER ACHD STANDARDS. SEE ALSO ROADWAY m U Q J � / \ I I \ 11.0' 0 R100.0' / \ I I 30.0' \ / INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE EXTENDED Q J �I \ R50.0' I \ - IN THE FUTURE" SIGN. PER ACHD SD-1132B. IO � \ R20.0' � I W I III -2576 INSTALL TYPE II TERMINUS BARRICADE WITH KICK PLATE AT BASE PER � U I 76 _ R20.0' I [l \ \ ACHD SD 1132A Q e \ I I 40.0' R45.0' -12.0' - 11.0' Z U 5 0 58 0 4 I I ~I r / I I I 2584- ` \ I 29.0' 35' LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL ON SHEET 9.0 ¢ Q I I II - - - - - - - - - - - - I R3.0' �\ U= Q I L / R26.0'30.0' 5.0' / I I i R26.0' \ I R26.0' 30.0' \ TYP. cn I R26.0' 3 / I I - - J 3 4 12 J R26.0' R26.0' I I - 46.0' ��� 46.0' 4 - - - - 12 811W I I I cn SS -�� B-B SS SS SS SS SS SS II B-B / _ 35.0' �p 3s S _SS-SS SS SS ss 4 SS B-B I I 2'-1" I - - _ 0 s" 4" r-2" s C) - - - / R26.0' 1" BATTER LL_ c) 2 2 ASPHALT CONCRETE p / ASPHALT 3/8" DIAMOND PLATE IZ V) CONCRETE EXTRUDED iol O M CURBLo 2" MIN. 1'-6" 2" MIN. /\ SIDEWALK \ g INSTALL TYPE III TERMANUS \ 6" °° ° a ° a ° a s BARRICADE PER ISPWC SD 1132B \ ° a° D COMPACTED BASE 9" PORTLAND L� COURSE (TYP.) CEMENT CONCRETE I / I Z N COMPACTED SUBGRADE STANDARD 6" VERTICAL CURB & GUTTER ° ° ° ° SIDEWALK I COMPACTED SUBGRADE O X PER ACHD SUPPLIMENTAL SD 701 ° a EXTRUDED I \ / 2 II COMPACTED SUBGRADE AND BASE TO EXTEND A MIN. OF 6" BEHIND CURB a- j 4" COMPACTED COMPACTED SUBGRADE COMPACTED SUBGRADE AND BASE TO EXTEND A MIN. OF 6" BEHIND CURB CURB O J BASE COURSE I II 6 VERTICAL CURB&GUTTER 0 '-'o ISLAND FLOW THROUGH O V-6" 1'-6" I PER ACHD SUPPLIMENTAL SD-701 -NTS- N STANDARD 6" VERTICAL CURB & GUTTER NTS- (� 3'-0" PER ACHD SUPPLIMENTAL SD 701 I 46.0' O COMPACTED SUBGRADE AND BASE TO EXTEND A MIN. OF 6" BEHIND CURB I B-B Q � O 2' - p" SECTION B-B E m S-0"ON-SITE VALLEY GUTTER I _ J w LL J E I 6" -NTS- 6" 1'-6" ASPHALT •1 • B 1 EXTRUDED CURB / ^ Q ON R=1/2" CONCRETE e e 1' 11I V7, z O O EPDXY BONDING AGENT ,1. 1• IT I , Z Q "TOPBOND 40" OR 1" I , ® W Q H N MIN. EQUIVALENT 5 3/4" _ 1, SIDEWA K I I v J Q U ASPHALT PAVEMENT _ °1 I N J >>>>>>>>>>>> >>>>>>>>>>>> o 3/4" MINUS CRUSHED GRAVEL ° > > > > > > > > > > > > z LLI g ° ° VERTICAL CUR B > > > > > > > > > > > > / CC LLI O 1' ° ° ° ° _ & GUTTER -i > > > "> > > > > 88 r G m 6" MINUS PIT RUN 1 1 ^3 >>>>>> � >>>>>>>> \ - - Know what's below. � % 1 ° o > > > > > > > > � _ �- - - - - - - - - - - - - - - w 00 > > �Ta�� P+_ (�-�_� - - w z �' >� >� - - _ ,__iiA___ C111 before you dig. J M H- O O EXTRUDED CURB FACE > > > > > > > > > > > > CREATE 2" WIDE LEDGE FOR DIAMOND - p�M U O COMPACTED SUBGRADE AND BASE TO EXTEND A MIN. OF 6" BEHIND CURB PLATE TO SIT FLUSH (EA SIDE) HPx =w w O N Q 6"CONCRETE EXTRUDED CURB : 1 •r 1' w wx wx wx wx wx �( V, ° m O NTS- � SID�W •f EXTRUDED CURB PWhc E IDpAN- N ti x x x x S x x x y9nkzC^mar mn SUP "i4q N, Q COMPACTED 6" COMPACTED f O�ij '0 SHEET NUMBER N / SUBGRADE BASE COURSE F{. LONG ANGLE IRON (4" EMBED EA. �. COMPACTED SUBGRADE AND BASE TO EXTEND A MIN. OF 6" BEHIND CURB SI E OF TROUGH) •"•�'` a• REVERSE LIP CURB & GUTTER ':t�♦.,fie � 't w = GUTTER PASSTHROUGH � �;- , e C2 . 0 H H NTS- NTS- � Q Q B 9% O � uu XREF INDEX: UNION PACIFIC RAILROAD -2572 - - - - -_ _ _ _ - - - - -_ - - - - - - - LEGEND 2572- - - - - - - ----- — _ =_ _= =T=======— —__ — _ - - - - - - _- - �_� I� _- - - - --=_ _ -_�_ - - - - -2583 _ _ _ — - — KEYNOTES o —GIRR--GIRR—T177 PROPERTY BOUNDARY O U DETENTION BASIN/DRAINAGE SWALE S� �c�� LO s� r TE f` v� 0 INSTALL "NO PARKING ANY TIME" SIGN PER AMAZON DTL S-14 NCC4 2SP — — RIGHT OF WAY LINE — > \ 1 II INSTALL "ONE WAY" (LEFT) SIGN PER AMAZON DTL S-7(L) z 2S8 — EXISTING ROAD CENTERLINE �© INSTALL "DO NOT ENTER" PER AMAZON DTL S-2 \( \ I I \\ �J82� OD INSTALL CROSSWALK SIGNAGE PER AMAZON STD S-5 (L OR R) \ \ O EXISTING LOT NUMBER CO INSTALL TRUCKS PROHIBITED SIGN PER AMAZON STD S-13 I I I I I I U I 1\k o \ 8 18 W 8 W I I ICI \ INSTALL 10 MPH SPEED LIMIT SIGN PER AMAZON DTL S-4 EXISTING LOT LINE � � INSTALL 36"X36" STOP SIGN PER MUTCD R1-1 —SSx�o SSx EXISTING SEWER LINE W/ MANHOLE � m M ® ® ® JJ �� ` I i I I \ IIII IIIII IIIII 0 INSTALL MONUMENT SIGN PER OWNERS SIGNAGE PACKAGE Wx�Wx CD � CO NOT USED EXISTING WATER MAIN W/ GATE VALVE rn o _ SCALE (0 2 " —05��/ FS W FS W FS FS I \\ 0 INSTALL SPEED BUMP, TYP. PIRRx EXISTING PIRR W/ SERVICE 80 0 40 80 16 INSTALL "NO ENTRANCE" SIGN PER DETAIL AS-13 EXISTING STREETLIGHT II 4 S N S N L J /\ \ 11-0 A� ©© ©© 0 INSTALL 4" WHITE EPDXY PARKING STRIPING, TYP. ( FEET ) ACCESSIBLE PARKING, STRIPING AND SIGNAGE PER ANSI 117.1 EXIST. ROLLED CURB, GUTTER & SIDEWALK 1 INCH = 80 FT. NAL IIIII III I (IIII IIII III IIII a 4 4 4 4 4 \ \ © INSTALL 12" WIDE, WHITE, THERMOPLASTIC STOP BAR gS FN D n n n n I \ EXIST. VERT. CURB, GUTTER & SIDEWALK T � � \ � � � � OD INSTALL 4" YELLOW EPDXY CENTERLINE STRIPING /II L v' \\ [ 4 4 4 4 4 t r PROPERTY BOUNDARY a� — Q INSTALL PYLON SIGN PER SIGNAGE PACKAGE 62 RIGHT OF WAY LINE _ _ © INSTALL WHEEL STOP, TYP. N��• Z �'Z I II —2576 — t t 't t t / A — — EXISTING ROAD CENTERLINE 9TF �QP INSTALL "SPEED HUMP" SIGN WITH SPEED LIMIT PER AMAZON DETAIL S-4 (MOD.) �q II -- - rT NG 9 4 9 a° ©© D D ©© p D QS INSTALL "BUMP" SIGN WITH SPEED LIMIT PER AMAZON DETAIL S-3 (MOD.) 7 EXISTING LOT NUMBER M NIU 4 4 4 4 4 IIIIIII IIIIII IIIII IIIIII IIIII IIIIIII I I I I I I IIIIII IIIIIII IIIIIII O III / _ �t 0 co © \ � © INSTALL MID BLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TACTILE WARNING -- -- � 1I J J \ 0 INSTALL 25 MPH SPEED LIMIT SIGN PER ACHD STANDARD DETAIL TS-1114 EXISTING LOT LINE C1 0 I \2v18 O INSTALL 30" STOP SIGN PER MUTCD R1-1 AND STREET NAME SIGN PER ACHD TS-1114 _ S�j SSx—SSx EXISTING SEWER LINE W/ MANHOLE —2578- L Q INSTALL TWO-WAY LEFT TURN LANE, PER DETAIL 9 ON ACHD TS-1112-02 \II L [ 4 4 4 4 4 9 4 ' ' t 4 4 QX INSTALL CHANNELIZING BIKE LANE LINE PER DETAIL 15 ON ACHD TS-1112-03 —Wx W Wx EXISTING WATER MAIN W/ GATE VALE \ 00 / T \\ QQ INSTALL POST MOUNTED STREET NAMES, SUPPLIED BY ACHD PER ACHD TS-1114 PIRRx IPIRRx EXISTING PIRR W/ SERVICE 1 \ 4 \ t t t \ 0 INSTALL R7-9 BIKE SIGN AT 44- ANGLE AND BIKE LANE STRIPING PER ACHD TS-1112.04 o 2578 \ EXISTING STREETLIGHT a R D R II # # # # # \\ \ NOTES: w ° ° ° ° ° ° \ 1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD. ANY CUSTOM FINISHED MUST ROAD CENTERLINE N BE REVIEWED AND APPROVED BY ACHD. Z 2. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR I III \ 4 4 4 4 4 I CO ©© VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. — — ROAD RIGHT OF WAY z �_ [�����11� IIIIII IIIII pllll I II►"' IIIII IIIIIII IIIIII IIIIII IIIIIII IIIIIII YLn Lu a II \ t 9 9 4 t - _ ©© - _ - BLOCK 5 5 BLOCK AND LOT NUMBER Q o o II Imo— IIII IIII ��� i l � t t J LL w Q ' i , CONSTRUCT STANDARD VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 N \ / t t �t 0 9 9 _ L L1-I c� 4 \ CONSTRUCT REVERSE LIP VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 Q / m44�R44 `° N o / II \\ �, 4 4 4 4 4 I _ — — — — — — — — — — — _ CONSTRUCT THICKENED EDGE SIDEWALK, SEE DETAIL, SHEET 2.0 0 \ 00000� 0 1 1 —2581— _ � m Y a©-- - ©© - - /© ® I �(�— — I CONSTRUCT EXTRUDED CURB, SEE DETAIL, SHEET 2.0 w O N \ \\ OUR I / - 2582— G IN / \I I I I I I I I I I I I I I I I I I I I CONSTRUCT THERMOPLASTIC CROSSWALK Z II- _ SE _ _ , - - I SD SD —SD ` , \ CONSTRUCT THERMOPLASTIC DIRECTION ARROWS, PER PLAN o 0 �#t�t�t�t�t� I I I = 2583 — — — — _ — — J\ I i g g N N °`OLMEII I I I CONSTRUCT SPEED HUMP/BUMP PER AMAZON DESIGN CRITERIA o Y Y \ \ I I (IIIIIII IIIIIIIIII I Z � > o Q CONSTRUCT VALLEY GUTTER W/FILLETS Z Z Y O LLI o ~ II _� LU c- CONSTRUCT ACCESS ER SHEEP PER ACHD STANDARDS. SEE ALSO ROADWAY � m U Q J 0- U) v _ \ SD SD \\ I I \ I v" \ ( I�I I i \y/ m' ,// cCn o \ 1 I \ G — — I ' INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE EXTENDED Cn U mI \\ 1 \ J �I IN THE FUTURE" SIGN. PER ACHD SD-1132B. 0 �I I III -2576 \ 1 I �_ INSTALL TYPE II TERMINUS BARRICADE WITH KICK PLATE AT BASE PER O Je �\ I I \ / 16 �58�, \ 16 ACHD SD 1132A Q (� 35' LONG PERCOLATION DRAIN WITH MONITORING WELL, SEE DETAIL ON `° Q III �' ) 1 i co L `I SHEET 9.0 J co I `J - - - - - - - - - - / 1 li / � Ua co — — +7.0' I I N 10.5' — — 8 W \ \ 8"W 8"W I I W. FRED SMITH ST. 11 II 46.0' 11.0' _ u SS SS SS SS SS SS SS SS- z3 SS 10.5' SS SS SS SS SS SS I r' - - LL. U I �� I / J W — — _ i �h tr { � ry \— — — / TURN LANE PER ACHD TS 1112 n N ��� APPROX. 100 LF OF STACKING. I..L 0 t �n / V 11.0' 10.5' w7.0 I 7.0' I Q H U I / I / I 46.0' / I I Z N �n j v_ N u O I / 100' II _ � � o L_ I // 3 4 ILU 0)— X / /J O / 1100' I Y 06 Q U E m I /� '`\\�\ /// ^IIII // II II J w / I c.� I _ \� // II — z Z o cn N / o Q I _�L06K 1 I // I , I X I i u J , /-� X / I I I I Plans Are Accepted For Public ,� � O / TURN LANE PER ACHD TS 1G. Street onstru #ion L.I.J w Q > 0 L_ _ / / I N APPROX. 90 LF OF STACKING. / "'' x — — — — — — — — — — I _ _ IR W — IRR I — IRR / IRR 25S$ \ __ — — — — =/J By 5temp�ng&W SIgNnq ft Irtrp+�A+emnt p19n9,Me Ad Know what's below. 00 — — _ — IRR _ Gx_ — -x Gx G GIRD GIRD, — — —lxx Call before OU dl M o — J x Gx _ — Gx Gx Ern Ig�i.,n�w onsurm Iha 01mict to ft p{�Lr,M,.�mink�nry to al DI3$kt J Z � Lu Nvvl — ` �/ 'DANT — DANT DANT DANT pog*S and 4tand"S- Y�rion Gr Wa11fm II d bo� Y �� Q U O VV W Wx Wx Wx Wx m SoxX x Wx Wx Wx Wx Wx x HPx &md prdviou* app iuved by U* DiNhdct in w>rift. �eplanse of Q — LL O N.g9'12'S0" W 2 i' UV Wx Wx * 24•x9'THERMOPLASTIC STRIPE CROSSWALK. SEE ALSO ACHD 1ho �17'provC�rwnt p�vs by Ihv Diit&1 rn N Q x TRAFFIC DETAILS(TS SERIES) FOR ADDITIONAL REQUIREMENTS. Wx Wx #' 2I LAN "" O O � x x x x x � f�oglslored En'�II i1.ISlI of"Wm I��. �Aµvu• IM•4 � x x x x x x N (D_ — — — FRANKLIN ROAD x x SL)x ' —S x x x 4/30/21 .- _ _ FRANKLIN ROAD $Y_ Yv -A7�E Elt El SHEET NUMBER 4 'S \ — — — — — — — — — — — — — — — IR �h �hro� 11 T 4i13F44A1 DISI�RFRiT •�'� C14x ��x��35��'���5����Sx �—S SSx SSx SSx SSx S SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SSx z\/ cn C2 . 1 Q Q uu XREF INDEX: SCALE 60 0 30 60 12 E ( FEET ) 0 O U I IIII \ I I / ' I I 1 INCH = 60 FT. �; 2576.89 NC, 2576.41 GRATE 25�6 / I F 0 R SITE GRADING I III \ f I 2573.41 INV.-OUT / / , SEE I I I I \ I I I > \ f I 11+05.36 / / \ I I I I \ I I I II z �_25717..9�02 SHEET C3.3 2577.56 TVTm 2577.74 NC \ I I I \ _ \ \\ �_ 2577.28 TVC I - I I \ \ I 4 10+144.89 11+34.95 FL 1 II 2580.95 TVC I L' 2581.54 NC I I I J CO o 2577.53 NC . 0 / \ I I II 17+16.93 17+48.04 /� >, O 10+39.39 I 2576.81 TVC - - - - 1 - - - - - - - - / I 1 j II 1 2586.84 FL 2584.10 NC 2584.26 TVCF 2584.70 NC, I I p 2580.25 FL � / / 21+71.62 25+06.24 :2 6.81 FL 12+05.47 0' I I I I �. 17+60.51 22+02.62 � � 2584.30 EP-ME � 10+33.54 15 f 2577.38 TVC 1 2578.28 TVC `ti�1 1 1 I IIII 17+04.56 I 2583.58 NC 25+32.63 N .11 TVC 2577.2010+19ME 13 15 /N 2 12+30.94 �51 14+56.36 / f 1 i IIII 258 6+91.53 2? 2581.39 NC, 2580.91 GRATE 2582.57 TVC 21+48.29 I I1 c M II 2 2577.91 INV. OUT 19+05.27 I 2583.02 FL I o L 00 17+73.88 14 2583.46 TVC, 2582.98 GRATE I ai ------ _ �; CD 0 13 21+37.53 �° I c(o c� A 2 - - ti fs SD O_ _�_ 13 2579.98 INV.-OUT / A l 12 A Qioo=1.92 cfs 12 �'' - -- Qioo - - - o ,' "\� Qzs=1.38 cfs o / � 12'IW 1 � -1.05 cfs �,. � + - o / oo .2580- o w^ 12 ° Qzs=0.75 cfs Vv 12 W - - - 12 W 1211W - 0.4% I L OS 2 o cn o - t2 r7 cv o 2576 0 -+I - I-- + - ^ - - +- I N C. -cu'v o r; � o2 o r II a Q25=1.38cfs N ' W. FRED SMITH ST �+ UBLIC�S S SSA a� �- -�' �N C+ �- +- N- -+-+ � PRIVATE DRIVE -r -� I' 1 +I SS SS SS- Q25=1.38 cfs V =6,453 CF SID - -SS-�--S Qioo-�•05 cfs ec SS/� gg N-SS SS SS + + N N `v _ I ` / I N -- V o0=3,520 CF Q25=0.76 cfs .•► N N N n 2576.74 NC-ME - - 9 2577.36 NC 9 SID 16 _ 9 16 INSTALL 35.7 LF OF 12" t' 10+15.51 - 12+26.23 2578.26 TVC ,.,1 16 STORM DRAIN 00.35% � �pNAL F OF I I 14+52.64 12580.44 TV 2582.57 TVC / \ 1 1.2576.93 TVC, 2576.45 GRATE INSTALL 42.0 LF OF 12" STORM DRAIN (� 0.1% „ d. 1 2584.70 TVC c� I 16+79.06 19+05.47 ' 8 0 23 3. . NC 2S \ 25+07.40 �� 2573.37 INV.-OUT / ` -8 3 23+35.61 ' i \ 2583.50 TVC 3 SEE � C4.0 a 11+05.36 J I 2581.42 TVC, 2580.94 GRATE - - _ i / 9?? EP-ME I I ` ''. 1 \ 1 2577.88 INV.-OUT ` - - _ / 21+37.53 ff 2583.48 NC, 2583.00 GRATE I SEE SHEET C4.0 / .. �T• / I 17+73.88 `-- r I 2580.00 INV.-OUT 25+33.40 I I N 2 �a ' _ / 1 ' •r 11 II SEE SHEET C4.0 \\ 1 SEE SHEET C4.0 I I� I 2578, � � � , . , / T p uu� , I // I // II �I I / 1 Y� n _< U �T M MUNG L_I-J LI-J I I / U > W I I tcc A. I / / 1 %;1, �/ �/ I I L-I--I � m LIJ LIJ 2598 z C� 2598 o � _ U U > Q 00 Z Q w LnCD � � � Z � Q ~ 00U CD Z Z W , Z � Z � O W Z Ln = Z z oCD O NZ COQ CO 000_ � Qf O N � o c=> Ln = L(7 DO W I UQ Q N Q w 2592 °Ln° = N c� _ N U `� J N x 2592 J w NU I W I W r� U I o n � O W cn wLd m I r� o � � � z Li C-D r�1`0U = Y �' z Ld O� U � O � c � � Na 0(3U Q + 0 Q o a 00111 Z ¢ r7 C� N Ln Z < N z > w NCB IOW 00Q � � + + NW w w� Z 00CD Imo = 00U + N + L _ � Q N U APPROXIMATE + N N N N 2586 N U Ln = I W EXISTING GRADE 2586 Lu N NU COD _ - - - - - - - - - - - - - - H �n r� o O W O - - - - - - - - - - - - - - - �� 0 N N pr�j t 0 � � Q COU - _ - - O C� + - - - +0.40% ® e +0.69% Z o O U +0.40% -0.50% � + - _ _ - - +0.40% O 00 Y Y Y / 2580- 12" 2580 SD APPROXIMATE 12" (V (V -0.40% - - - - - +0.40%- - FINISH GRADE SD PRIVATE DRIVE 2' 2' 12" W. FRED SMITH ST (PUBLIC) Y Y 2 2 2574 2574 0 9+60 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+00 15+60 16+20 16+80 17+40 18+00 18+60 19+20 19+80 20+40 21+00 21+60 22+20 22+80 23+40 24+00 24+60 25+20 25+80 z o o > o Q z z Y O w p ~ LEGEND = w of = m ; o • INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE p p U Q J 0- U) EXTENDED IN THE FUTURE" SIGN. PER ACHD SD-1132B. PROPERTY BOUNDARY i< INSTALL TYPE II TERMINUS BARRICADE WITH KICK PLATE AT BASE 0 to RIGHT OF WAY LINE PER ACHD SO 1132A W VARIES ° U 65.50 TRC 0 - - EXISTING ROAD CENTERLINE DESIGN GRADE ® TOP OF REVERSE LIP ROLLED CURB ROADWAY 3+04.85 STATION PORTLANDD TOOLED JOINT41 w V) O 65.86 TRVC R CONCRETE 1.0% MIN Q O EXISTING LOT NUMBER DESIGN GRADE ® TOP OF REVERSE VERTICAL CURB ROADWAY - a a a a 0 Q 7+53.09 = J 72' 0" ROW a a a a z _ u EXISTING LOT LINE 0® INSTALL SAND/GREASE TRAP, SEE DETAIL SHEETS B o ASPHALT 3 SSx SSx INSTALL TYPICAL 48" 0 STORM MANHOLE > EXISTING SEWER LINE W/ MANHOLE 3/4" MINUS CRUSHED GRAVEL Cn LJ Wx WO Wx 6' M I " I " , M I " , " , " I EXISTING WATER MAIN W/ GATE VALVE 6-0 7-0 23-0 23-0 6-0 5-0 2-0 THICKENED EDGE SIDEWALK DETAIL r�j PIRRx 1PIRRx EXISTING PIRR W SERVICE KEYNOTES SEE ALSO SNTS-DIVISION 700 ° •� / O1 INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A AND TACTILE WARNING PANEL PER ISPWC SD-712 �- SLOPE 2.00% SLOPE 2.00% � ( EXISTING STREETLIGHT INSTALL MODIFIED PEDESTRIAN RAMP PER ISPWC SD-712C WITH TACTILE WARNING PER SD-712, SLOPE TO O MATCH ELEVATIONS SHOWN, MAX 8% 6" MINUS PIT RUN , EXISTING MAINLINE DRAIN O INSTALL 5' DETACHED SIDEWALK PER ACHD SD-709 7-O 5 SIDEWALK SIDEWALK ASPHALT PAVEMENT 12 INSTALL 4' VALLEY GUTTER WITH FILLETS PER ISPWC ACHD SUPPLEMENTAL SD-708, SEE DETAIL SHEET C2.0. ROOT BARRIER WHERE EXISTING AIR/VACCUUM RELIEF SHOWN J 13 INSTALL 7' ATTACHED SIDEWALK, PER ACHD SD-709 VERTICAL CURB PROPOSED 6" VERTICAL CURB PROPOSED 6" VERTICAL CURB PROPOSED VERTICAL CURB & W � ROAD CENTERLINE 3/4 MINUS CRUSHED GRAVEL (NO GUTTER) CURB PER SD-701A (NO GUTTER) CURB PER SD-701A WIDTH GUTTER, PER ACHD SO 701 LL U 15 INSTALL INSTALL TACTILE WARNING PANEL PER ISPWC SD-712 O o X SEE RIGHT OF WAY PAVEMENT SECTION ON THIS SHEET FOR THICKNESS 5'-O" w - - ROAD RIGHT OF WAY 16 INSTALL ROOT BARRIER PER ACHD REQUIREMENTS, INSTALLED PER MANUFACTURER RECOMMENDATIONS SIDEWALK PER ISPWC, 0 0 72' FRED SMITH STREET SECTION ACHD SUPP. SD-709 ■ O INTERIOR LOT LINE STA:10+00TO 22+28.13 ° • ' I -NTS- t • ° ° ° <°° w U 5o BLOCK 5 5 BLOCK AND LOT NUMBER •'•DO 2E E m 3" OF SP-3, 1/2" MIX J w J E I ASPHALT PG64-28 R 4" CONCRETE z QILL O ACV CONSTRUCT STANDARD VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 0/ z z p 4" OF 3/4" COMPACTED EASEMENT LINE J P Q Q = N CONSTRUCT REVERSE LIP VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 CRUSHED AGGREGATE - Q ~ N BASE " SECTION A-A DETAIL VARIES VARIES -NTS- I) Q U 13-0 23' TO 18' 23' TO 18' VARIES I-I J - - - - - - - - - - - - - CONSTRUCT THICKENED EDGE SIDEWALK, SEE DETAIL, SHEET 2.0 20" OF 6" MINUS COMPACTED PIT 1 1 z Ljj O g> CONSTRUCT EXTRUDED CURB, SEE DETAIL, SHEET 2.0 RUN SLOPE 2.00% SLOPE 2.00% W C wj � Q VERTICAL CURB Plan AreAccepted For Public W o Z ao CONSTRUCT 4' VALLEY GUTTER W/FILLETS 0 0 - PER ACHD SD 701 6" MINUS PIT RUN VERTICAL CURB tree onru #ion J w o m RIGHT OF WAY PAVEMENT SECTION 3 4 MINUS CRUSHED GRAVEL PER ACHD SD 701 ATE IDIZ IAN'_- 0 - Lu O CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO / public DAHO/ C/ / C/1 Q FOR USE WITHIN ROW OF FRED SMITH DRIVE AND LILAC STREET ASPHALT PAVEMENT By stimoV and signing f110 Improvement pfaeaa Ow Bagks*ad Works Department`/ �I/ \ � O cV ROADWAY NOTE 15 ON COVER SHEET. a a �appl.a»."I,pK�.,oaa p -NTS- Eromer ensums 1pm f]10tt final 1tYe plea coofwm to eH n'•'•`•, ❑� ,il ❑� w INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE 2Oandards- VwWrKoe of wa a mini de qw -"� F rn Q and prauiqu* appwvod by ft DiOl>r1c1 is WrIMIsg, AcCePtuKe �C •F SHEET NUMBER C14 � EXTENDED IN THE FUTURE" SIGN. PER ACHD SD-1132B. •"" SEE RIGHT OF WAY PAVEMENT SECTION ON THIS SHEET FOR THICKNESS tho impravmanl pGana by the Dlttrki dmp. not11o,ra the INSTALL TYPE II TERMINUS BARRICADE WITH KICK PLATE AT BASE PRIVATE DRIVE SECTION ' 6I°redEroncerdtf"°'wmponWhUm �-91 PER ACHD SD 1132A STA:22+28.13 TO 25+33.04 Wr aLZt�ATC 4/3 0 ��j ,■. C3 . 0 Q Q -NTS- AAA COUNTY HIGKWAY[)ISTRICT uu XREF INDEX: E 0 O U LEGEND z U) N 3 SCALE PROPERTY BOUNDARY (.0 - - CO 00 CD 0 30 60 120 RIGHT OF WAY LINE >, O MIN �. It- - EXISTING ROAD CENTERLINE - `� g II = - ( FEET ) xo ( ( U - 1 INCH = 60 FT. M x I I I I q,� _ O EXISTING LOT NUMBER CD L Cf. ~ 0) CD 2583.45 TVC / (� LLI x � - 14+12.11 LLI _ EXISTING LOT LINE I - 9 X 1\���/ (n r j -SSx SSx EXISTING SEWER LINE W/ MANHOLE 1 LLJI 2589.51 2582.88 FL �Wx x 1 ME 13+93.69 ` LL L-L-I 13 / / Wx EXISTING WATER MAIN W/ GATE VALVE 1 2583.47 TVC, 2582.99 GRATE LLJ ''/ /f KEYNOTES TONAL FN 2579.99 INV.-OUT Cn � PIRRx EXISTING PIRR W/ SERVICE O�� 1ST66�b C�2 13+87.31 / ///_ O1 INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A AND TACTILE WARNING PANEL PER ISPWC SD-712 Q 2589.34 TVC-ME REMOVE APPROXIMATELY 5 LF OF CURBSEE S �,p /// 9 INSTALL 5' DETACHED SIDEWALK, PER ACHD SD-709 EXISTING STREETLIGHT 0 10+28.08 AND GUTTER, MATCH AT FULL HEIGHT 0 � 2588.23 TVC-ME 2584.72 TVC L' 14 - ®� _ 13 INSTALL 7' ATTACHED SIDEWALK, PER ACHD SD 709 EXIST. ROLLED CURB, GUTTER & SIDEWALK U'J �� 2589.91 TVC 16 11+44.35 16 12+98.04 9 o INSTALL 37.0 LF OF 12" _ -) _ �j 9TF OF 10P T 1 r" SAIN ® 0.1% 14 INSTALL MID BLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TACTILE WARNING EXIST. VERT. CURB, GUTTER & SIDEWALK z 10+66.43 g �00=3,237 CF - INSTALL ROOT BARRIER PER ACHD REQUIREMENTS, INSTALLED PER MANUFACTURER RECOMMENDATIONS> o Q25=0.9s cfs Q 4D Mo m00 N Qzs=o.s9 cfs oFUTURE PRESSURE IRRIGATION LINE �- + + 17 INTERRUPTION TO ACHD'S FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS WEEKEND WORK. +I R30.0' t7 (0 o - } + + Q,00=0.97 cfs-- -o- -� N "' Q25=o.s9 cfs DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 1OPM AND SHALL BE RETURNED TO SERVICE + + ±N.BENCHMARK AVE. NO LATER THAN MONDAY AT 5AM. THE CONTRACTOR SHALL PROVIDE A MINIMUM (2) WEEK NOTICE R30.0 0 �9 - �� EXISTING MAINLINE DRAIN ____ 9 • PRIOR TO THE START OF ANY WORK THAT MAY IMPACT ACHD'S NETWORK FOR REVIEW. DEPENDINGLL 1 �-=- cn ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD RESERVES TO THE RIGHT TO oI = Uj 9 2584.72 TVC 16 EE SHEET C 3.2 �C C3.1 MODIFY THE REQUESTED DATES FOR THE SCHEDULED OUTAGE. CONTACT BRIAN FROBERG AT 0 AIR/VACCUUM RELIEF a 1208-941-9132 OR BRIAN THIES AT 208-484-3926 TO SCHEDULE WORK. w SIGNAL IMPROVEMENTS, 12+98.04 _ ` F 0 R 0 N SITE GRADING PLAN PROPERTY BOUNDARY Z BY OTHERS o /� 10+66.43 16 2583.40 TVC, 2582.92 GRATE 2582.98 FL 2589.69 TVC-ME // 2580.09 INV.-OUT 13+93.56 2583.07 FL / o 13+87.31 10+28i02 // 2588.23 TVC 14+02.33 (� CD / - - RIGHT OF WAY LINE w a m 2589.87 11+44.35 UJLd REBUILD EXISTING CURB RETURNS AND SIDEWALK ME _ - - - EXISTING ROAD CENTERLINE o a WITH RAMPS PER SD-709, BOTH SIDES, TYP. I III i III / / N Ln z a a*jl o_ COORDINATE WITH SIGNAL PLANS BY KM III / / LLI 3" OF SP-3, 1/2" MIX 7 EXISTING LOT NUMBER z a a Uj ENGINEERING Cn LLI 2'-1" o ASPHALT PG64-28 0Of m = 6" V-6" EXISTING LOT LINE Y �' N N m Cn 4" OF 3 4' COMPACTED ASPHALT o z z w v 0 LLI CRUSHED AGGREGATE a CONCRETE SSx SSx N o o a m > > w > �. �C EXISTING SEWER LINE W/ MANHOLE w > w w w w W BASE wW o- 0' cn w -Wx W*Wx EXISTING WATER MAIN W/ GATE VALVE N N N N (f) 20" OF 6" MINUS 6" 'a° COMPACTED PIT °°< ° 1 � M rn rn RUN PIRRx PIRRx EXISTING PIRR W/ SERVICE ap N N � M � O O COMPACTED � C EXISTING STREETLIGHT O m Y Y Y SUBGRADE m m 00 ZO RIGHT OF WAY PAVEMENT SECTION COMPACTED AND BASE TO EXTEND A MIN. OF 6" BEHIND CURB w O o cv 2604 � 2604 FOR USE WITHIN ROW OF FRED SMITH DRIVE AND LILAC STREET 6 VERTICAL CURB & GUTTER EXISTING MAINLINE DRAIN W z "' U') 00 U -NTS- See Also ACHD Supp. SD-701 0 EXISTING AIR/VACCUUM RELIEF N N N rr z PVI STA:10+83.22 -NTS- EXISTING Cn PVI ELEV:2589.67 N N 00 z X K:20.00 � � nj ° ROAD CENTERLINE N N CO � w 33.58' VC of Y Y v v 00 r- U 2598 0 ro � o 00 = LOW PT. STA:13+87.31 � c = 2598 _ _ LCD v Q cfl o 0i N U N W LOW PT. ELEV:2583.22 ROAD RIGHT OF WAY Z ❑ ❑Uj ; o Q m co 00 O 00 I L, C� 00 W N � Z z Y O W ❑ ~ + N + N 0 z PVI STA:13+75.76 w I INTERIOR LOT LINE w U CD '� Q 00 ¢ PVI ELEV:2582.98 N z o = w o _ w cii v cri � `n K:20.00 0 � cn ❑ ❑ U a o- cn 2592 m m - w w + w 66.71' VC _ + 2592 BLOCK 5 5 BLOCK AND LOT NUMBER CD CN _ APPROXIMATE 00 � � ^ � � 0 JI - -0.67% EXISTING GRADE�� 00 o CONSTRUCT STANDARD VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 W + + Ln + Ln U I , r -'?•35l, CI-4 N cV _ CONSTRUCT REVERSE LIP VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2. I vi LIJ U vi z 4_1m 2586 -2.2eq - - ->7 123" ' - _ - _> w 2586 - - - - - - - - - - - - - CONSTRUCT THICKENED EDGE SIDEWALK, SEE DETAIL, SHEET 2.0 Q Q cn O APPROXIMATE m - U I >_ FINISH GRADE Q CONSTRUCT EXTRUDED CURB, SEE DETAIL, SHEET 2.0 U)a- L_ '2.25q +1.05+1.06% w N . BENCHMARK AVE. CONSTRUCT 4' VALLEY GUTTER W/FILLETS J � U) m 9+60 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+005+20 CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO ROADWAY NOTE 15 ON COVER SHEET. I _U • INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE n EXTENDED IN THE FUTURE" SIGN. PER ACHD SD-1132B. U V), L_ INSTALL TYPE II TERMINUS BARRICADE WITH KICK PLATE AT BASE 0 c PER ACHD SD 1132A 65.50 0 Q 3+04.85C DDESIGNNGRADE ® TOP OF REVERSE LIP ROLLED CURB ROADWAY W STATIO 0 ROW WIDTH VARIES FROM J 85'-0"- SOUTH TO 65.86 TRVC DESIGN GRADE ® TOP OF REVERSE VERTICAL CURB ROADWAY 72'-0" - NORTH 7+53.09 STATION U_ ~O w J / ® INSTALL SAND/GREASE TRAP, SEE DETAIL SHEETS 00 INSTALL TYPICAL 48" 0 STORM MANHOLE �4 0- w U (` 2E W 0 2'-0" I " 1 " 1 " 1 " I " 1 " f " Ax Q Co MIN 5-0 6'-0' 23-0 23-0 6'-0" 5-0 2-0 W z 0 LU Em z J J O SLOPE 2.00% SLOPE 2.00% Q z z O N Q Q % 6" MINUS PIT RUN Q J 5-0 5 SIDEWALK L__J SIDEWALK ASPHALT PAVEMENT ROOT BARRIER WHERE W - 2 w o m SHOWN Plans Are Accepted For Public � w � Z o VERTICAL CURB J Q 0 o ROOT BARRIER WHERE Street Construction - w o m PER ACHD SD 701 • (�E IDIZ IAN �//••�� Q N Q SHOWN 0 `° "me�, By stamping end signing ft Improvement pens.the FleglsWered v J Q Of wo.a=oe oN /(ZFEWAY PAVEMENT SECTION ON THIS SHEET FOR THICKNESS "° `"' °'""""`°�_""" "' Englrov onsuroa Me i IAM th't II1e pWm°onkm 10 aN I}blrtet 3/4 MINUS CRUSHED GRAVEL ■ fr�" • ■ ❑I I ❑ pokios and*ta►�derds- I�adenMID or Wlii � mull be apa*$MW Q NORTH BENCHMARK AVENUE SECTION �.• {• . : &�prate* app0v*d by ft DO hi �d SHEET NUMBER cV / .. STA:10+00 TO 22+28.13 ' ■� ���Y•F ftimRravemont pGans by the DIldriCl . npt rC!licvp ft-NTS- Know what's below. =, Rwo slarmd Ergino&cg ftw rosp�onsJhi um C3 . 1 Q Q Call before you dig. m r ey . aL�� o < ADA COUNTY FilGKWAY DISTRACT uu XREF INDEX: SCALE 0 80 0 40 80 160 (/MQV PAG'�C RAMOAD O U - 2578.22 NC, 2577.74 GRATE- - - - - - - - - - - - - - - - - - - - - ---__� ------ 7) 2574.741NV.-OUT -» - - - -___ _____--- -_-__��9 - LEGEND ( FEET ) z 1 7% 1 7% \\ \\ A RIGHT OF WAY ASPHALT PAVEMENT 1 INCH = 80 FT. 3 79.61 82.14 84.31 SEE SECTION SHEET C 3.1 � c� 3: TVC TVC TVC \ / 84.16 84.67 21 79.57 81.12. 82.74 TVC °.............. - NC _ -� PROPERTY BOUNDARY 00 1.9% LIGHT DUTY ASPHALT PAVEMENT o TVC 3 \ TEC TEC TEC SEE SECTION THIS SHEET - - - RIGHT OF WAY LINE 0 E - u7 \ - EXISTING ROAD CENTERLINE c N 76� 80.41 L19_4 83.57 M 't TEC ° TECTEC HEAVYDUTY ASPHALT PAVEMENT - - - 77.88 0 \\ TEC \ SEE SECTION THIS SHEET 7 EXISTING LOT NUMBER rn o TEC ❑-i \\\ 1 6❑ ❑- 0 9 \\ co 2 c� \ \\ I STD. CONCRETE PAVEMENT SEE EXISTING LOT LINE 78.64�P© ©© ©� ©© SECTION THIS SHEET \ I NC 1 80.97 I \ -SSx�SSx EXISTING SEWER LINE W/ MANHOLE I 79.62 TEC 82.47 77.58 l TEC „_ TEC TEC 84.67 A HEAVY CONCRETE PAVEMENT SEE Wx�Wx EXISTING WATER MAIN W/ GATE VALVE 7 TVC SECTION THIS SHEET 78.93 80.34 81.66 82.38 83.37 PIRRx S�pNAL FN NC TEC 80.86 TEC �� TEC _ EXISTING PIRR W/ SERVICE 1 78.78 79.49 �/ TEC C 2'0% �i % O A 7A76.54 7 TEC TEC TEC 1� 84.53 1 EXISTING STREETLIGHT a TEC NC 8 6 5 80.34 81.70 �, 83.37 1 77.36 TEC I TEC 0, TEC 0f �-Lg TVC I ° 2578.67 NC, 2578.19 GRATE ❑-°-D� ©© U--ki ©© a- 9 P o 2575.19 INV.-OUT \ 1 I 9TT G 7719 7/ /8 8y 9, \ 5% EXIST. VERT. CURB, GUTTER & SIDEWALK MV �,� N \ NC NC 1 8S 73 \ V4 \\ I I I -_� FUTURE PRESSURE IRRIGATION LINE 6 I\ - � - � 79.17 _ TVC \ u I II EXISTING MAINLINE DRAIN w w AIR/VACCUUM RELIEF o \ \ / \ o I I I 148 F � �- PROPERTY BOUNDARY o 75.93 NC 1 NC 9 \ \ � \ \ \\�� I I - - RIGHT OF WAY LINE w TVC \ \ ©©\ 80.82 83.11 FS � TVC I \ I - - EXISTING ROAD CENTERLINE o 1 78.TVC 77 EXISTING LOT NUMBER z bj \ / LLJ SEE SHEET C4.2 \\�\�\ \ \ / \\ - EXISTING LOT LINE Y � RATE GIR Q o Uj o SSx-Ee}SSx EXISTING SEWER LINE W MANHOLE cwn -our SEE SHEET C42 �\\\ \ \\ / PAVEMENT SECTION PLAN / w 2578.35 TVC, 2577.87 GRATE \\�� \/ \ -Wx W�Wx � I 81 21\ EXISTING WATER MAIN W/ GATE VALVE 4 2574.30 INV.-OUT - \ \\ �\ 1 w \\\ \ PIRRx PIRRx Q �� \\\�0,� \\ 2.5" ASPHALT EXISTING PIRR W/ SERVICE p N N SEE SHE C42 \ 3" OF ASPHALT 8" OF PORTLAND CEMENT 6" OF PORTLAND CEMENT Cn EXISTING STREETLIGHT m \ a CONCRETE a CONCRETE Y Y 2578.38 NC, 2577.90 GRATE / \ \!,py o \ \ 4" COMPACTED CRUSHED 4" COMPACTED CRUSHED a a a M 76.85 2574.30 INV.-IN/OUT AGGREGATE AGGREGATE D NC \ \ \ 4" COMPACTED CRUSHED 4" COMPACTED CRUSHED > w U /\��\� \ AGGREGATE AGGREGATE EXISTING MAINLINE DRAIN tY zz z I 2576.20 NC, 2575.72 GRATE$y, / \ �\ \ 18" OF 4" MINUS 9" OF 4" MINUS J 2571.96 INV.-OUT / // \ \ COMPACTED COMPACTED CRUSHED 18" OF 4" MINUS 18" OF 4" MINUS 0 o / \ \\ CRUSHED PIT RUN PIT RUN EXISTING AIR/VACCUUM RELIEF �( COMPACTED COMPACTED o 0 N N U w CRUSHED PIT RUN CRUSHED PIT RUN ROAD CENTERLINE g g N N Q � 77.53 4 �' - _ _4 82.38 I ON-SITE ON-SITE Y Y W <,� I 1 ©© t�-• ©© - _o ar o-•� 8TVC �/ I HEAVY ASPHALT LIGHT ASPHALT ON-SITE ON-SITE - - ROAD RIGHT OF WAY Z o o Uj Q Q J? - I PAVEMENT SECTION PAVEMENT SECTION HEAVY CONCRETE STANDARD CONCRETE INTERIOR LOT LINE w � 0 Uj • .9% co PAVEMENT SECTION PAVEMENT SECTION w Q w a- U) o o � -NTS- -NTS- = w � _ � Q � D 75.93 ` OR AS MODIFIED BY GEOTECHNICAL ENGINEER OR AS MODIFIED BY GEOTECHNICAL ENGINEER V) 0 U Q J 0 TVC 79.58 I J -NTS- -NTS- BLOCK 5 5 BLOCK AND LOT NUMBER NC _0 �25f l`�\ J ^ �� I \ a �= - CONSTRUCT STANDARD VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 W 1.5%, SEE SHEET C4.1 Q �I N oo I 1 3%'\ CONSTRUCT REVERSE LIP VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 2580.58 TVC, 2580.10 GRATE r. _ � _ _ z ^• 2580.58 TVC, 2580.10 GRATE 2577.10 INV.-OUT `ram - - -- - - \ I \ \ 2577.10 INV.-OUT \ / © //� _ I (1 - - - - - - - - - - - - - CONSTRUCT THICKENED EDGE SIDEWALK, SEE DETAIL, SHEET 2.0 Q Q 77.55 C/O ' 78.18 b8O0 80.55 81.56 81.77 SEE SHEET C4.1 \ I \2 �, °, 00 CONSTRUCT EXTRUDED CURB, SEE DETAIL, SHEET 2.0D_ Q TVC -TEC TEC TEC _�__ TEC ��0 82.36 /� 83.79 `.i �N = _j TVC - 2580.60 TVC, 2580.12 GRATE��� _\ TEC 1° TEC _ u - 2,977.12 INV.-OUT �• I _ - CONSTRUCT 4' VALLEY GUTTER W/FILLETS 78.57 80.43 80.61 81.05� SD 81.97 SD 81.22 - - - - - - - - - I TE 1 TEC 0.7% 1.0% 1 TEC TEC TEC TEC 81.93 83.41 gp EC ;3`_ _ SD SD �� ���o � SH� C4•1 r ) TVC >>� NC TVC I I I I CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO 7 80.87 J I II I ROADWAY NOTE 15 ON COVER SHEET. 7 TEC 79.16 TEC 81.16 _ ��� 8TEC 80.69 81.56 I 81.50 82.24 I I I I U 78.64 TEC ©� TEC -1 2%°� 1 0% TEC 0 7%TEC TEC 0 7% TEC 1.0% I I INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE / TVC I - - -�- 84.61 III I I EXTENDED IN THE FUTURE" SIGN. PER ACHD SD-1132B. > 2580.35 NC, 2579.87 GRATE �O 6 NC U 2576.87 INV.-OUT 1,0, 1.0% 83.53 1 I I I INSTALL TYPE II TERMINUS BARRICADE WITH KICK PLATE AT BASE i 1 1 81.30 1.2% 0.7% 0.7% 82.43 tZ � 8 TVC 82.38 1 81.69 I KEYNOTES PER ACHD SD 1132A NC 2581.38 TVC, 2580.90 GRATE 81.76 TVC-TEC NC TVC-TEC I I �_ 79.53 \ 2577.90 INV.-OUT ITVC-TEC \ 83.89 1 I \ / I 1 INSTALL MODIFIED PEDESTRIAN RAMP PER ISPWC SD-712G WITH TRUNCATED DOMES AS ~ 3 TEC NQ 81.52 I 2S8 TEC / I 0 REQUIRED, SLOPE TO MATCH ELEVATIONS SHOWN, MAX 8% 65.50 TRC U � � � TEC 3 �I ,n I DESIGN GRADE ® TOP OF REVERSE LIP ROLLED CURB ROADWAY 79 gg 80.96 TEC j�l \� \��1- 82,51 �82 86 ! 6 6s �` / I 2 INSTALL MODIFIED PEDESTRIAN RAMP PER ISPWC SD-712C WITH TRUNCATED DOMES AS 3+04.85 STATION O / TVC I TVC 81.84 I \ ° TEC TEC' 84.35 �/ I I O REQUIRED, SLOPE TO MATCH ELEVATIONS SHOWN, MAX 8% W TEC I I TEC II I 65.86 TRVC o � I \ I I O3 INSTALL PERPENDICULAR PEDESTRIAN RAMP PER ISPWC SD-712 WITH TACTILE DESIGN GRADE ® TOP OF REVERSE VERTICAL CURB ROADWAY LD SEE SHEET C4.1 ° I I ) I - 8TEC 85.70_ I I I I WARNING 7+53.09 STATION oX 80 EC 4 0 �� I / I TVC I I I �I I 40 INSTALL ATTACHED SIDEWALK, SEE DETAIL, SHEET C4.0 O® INSTALL SAND/GREASE TRAP, SEE DETAIL SHEETS z J a) ¢9, 82•07 oo O / I III I O INSTALL THICKENED EDGE SIDEWALK, SEE DETAIL, SHEET C4.0 Q Ur La- / 82.07 TEC-NC `" �o° I 84.96 I I INSTALL TYPICAL 48" 0 STORM MANHOLE r O \ TEC \ \ / 83.16 83.54 �s� TEC I I © INSTALL DETACHED SIDEWALK, SEE DETAIL, SHEET C4.0 J w (5 '- j 81.56 86.16 I Q) 00 / TVC-TEC 82.07 i N 83.58 TEC \ _ \ \ TVC I I O7 INSTALL 4' VALLEY GUTTER AND FILLETS PER ISPWC ACHD SUPPLEMENTAL SD-708 z U O TEC /�I i / 83.86 - I J 0 00 / / / TEC TEC \ I 80 INSTALL ISLAND FLOW THROUGH, SEE DETAIL SHEET C3.3 J /� �'�, LL 82.30 / /1 \\ ���a \ I z Q CD 80.95 -i TEC 1.5% 1 6% / I 1.0% 0.7% 0.8% z p Q Q �p N NC 81.60 82.69 84.98 83.53 83.87 84.22 85.08 85.82 86.55 \ I 1, � p Q � N / TEC-TVC TEC / TEC TEC TEC TEC �C TEC TEC-TVC I I ' - ,,. I 1 , O w o m O W. FRED SMITH ST - i Plans Are Acce ted For Public L U w Z _SID D _ FOR ROAD GRADING r p _j co o r Street Construction p w o -0 , , INFORMATION, SEE SHEET C3.1 r e� - ) m ` B stam in and si nin the im rovement lans, the Re istered ® ""'° p cv Y P� 9 signing P P 9� O L _ \ Engineer ensures the District that the plans conform to all District '�" "y- 4 TV / o \ r policies and standards. Variances or waivers must be specifically ❑� d �■ pp o , // �I I r and previously approved by the District in writing. Acceptance of the SHEET NUMBER �/ / / improvement plans by the District does not relieve the Registered 'ti / / _ r Engineer of these responsibilities. / / h w = / � /• ` \ \ �,�^\\ YI BY P DATE Know what's @ OW. �: � C3 .2 Q Q / / '' o j ` - - - ` 1 ADA COUNTY HIGHWAY DISTRICT Call before you dig. � ,, uu XREF INDEX: __ _ _ _ UNION PACIFIC RAILROAD == _===2573= - - - - - - - - - - - - - - - _----- - - - - - - ------ --- _--- - =_ === _ - - - - - -_== -__-\ E Millc U - X CON CTS CB 7c �- \ I I l lllllj Z - I70.61 DETENTION B 61N/DRAINAGE SWALI 71.44 \) \) III > 18" INV. I IIII�I1i 1 ?:- � 3 \ A 75.41 I I I I c0 � 2574.01 TVC, 2573.53 GRATE >, IIIII� J \� TVC ° I - 2571.45 INV.-OUT - I I,,•I , 1 CO p'4° 0.4° 0.8% 0.8% LEGEND 2576.38 NC, 2575.90 GRATE 75 97 N ���, CONST. CB b o 74.66 \ 76.06 I It'Ids I I TVC 3 2570.67 18" INV.-OUT `ter TEC CONST. CB 8a-L N TEC \ s� TEC I IIIIII'll 75.66 8 8 8 8 s It lrl 11 76.53 SCALE Z _ / PROPERTY BOUNDARY � NC 76.53 77.82 � IIII TEC 80 0 40 80 160 _ � r, U- - 77.67 _ 76.99 77.05 �rI'I I L NC Ut- TVC- -2577.27 TVC, 2576.79 GRATE - - - TVC �f - - -TVC-TEC TEC - `I - - - - 77.88 \ - - RIGHT OF WAY LINE rn o A 76.59 / 2573.79 INV.-OUT �} 1 8w 76 92 I TEC o- 76.58 TEC 76.98 0` 77.56 /j _ - - - - - -78.18- - `-"I- - -TEC T ES- - -78.28- - A 7 - - -� - -TES-TEC - I - - - \ FEET - EXISTING ROAD CENTERLINE m N TEC TEC TEC TEC TES TES 77.98 ;� 1 INCH - 80 FT. 76.62 - 3 77.93 G) TEC 77.86 0� ' 78.05 TES TES r-- - 77.28 TEC rn co II---II TES 78.46 I I I I \ 78.08 � � � � � � J - _ 7814 1 \I 7 EXISTING LOT NUMBER 76.37 TEC TEC I U TES TEC IIII 77.58 \ 2 q TEC . . . . . , " I'I I TEC 76.13 77.93J EXISTING LOT LINE y TVC-TEC 1.4% _\I (� �\\ '1� / 0•' ' ' • . .TBC 1 • � , TEC I � I \ i _ �pNAL FN \ 7 TEC I� O - - 0� 78 71 Sy vv=L sg 76 90 -SSx SSx- EXISTING SEWER LINE W MANHOLE / �1 2575.97 NC, 2575.49 GRATE =S�-FS 2571.08 15" 1.5% 1 78.59 TEC 77.50 I I I I° TVC 77.56 Wx�Wx �\ \ 2570 83 18" IINV.-TOUT 1 78.49 TEC-TES-TOS FS I I III TEC EXISTING WATER MAIN W/ GATE VALVE a A � , TEC © I I I 76.54 I 862 III 1C)7 I \ / 1.1q I/ I I I I ` TVC 77.36 PIRRx I EXISTING PIRR W/ SERVICE �'���,L�j• ?'�O 77.09 78.01-1R[� 78.76 9pF \QP m I I I AA/ 76.1=RD �TEC RD TEC TES-TEC I ^ 11III \\ TVC76.56 TEC \ 5 1 �•Sgl 7719 EXISTING STREETLIGHT TAT Nj MUNG� II NC \ 0 / II �) 8 76 TEC 76.68 77.55 78.51 -2575--.�_ / 1 I I,�i \sue TVC EXIST. ROLLED CURB, GUTTER & SIDEWALK III / TEC-TVC TEC TEC TEC I LO LO 6 �nn� II I / CONST. CB 8a-1 5 \ \ / i i I II I\X\ EXIST. VERT. CURB, GUTTER & SIDEWALK II A II I 77.53 \\ TEC _ 2`S�B_ / I IIII/I \ I - - FUTURE PRESSURE IRRIGATION LINE 1.2q 1.5% - / 1-2q II 1.3� II I II 2:� 77.91 II 19 if FTE / \ o I I I r oo\ EXISTING MAINLINE DRAIN II A .47 \ I III) TEC-TVC 1 2S�j, 78.57 77.26 1 1 11 76.71 IM 77.26 76.63 76.95 77.69 I 78.77 _ TES-TOS FS I 1 I ' - 75.93 NC TV 0 AIR/VACCUUM RELIEF o NC TEC TEC TECTES II I II cn T ° ❑® 11 1 1 w III I I 76.43 77.30 78.12 1 1 i 1 1 1 PROPERTY BOUNDARY Y II III I TEC-TVC TEC TEC - �'� RIGHT OF WAY LINE 0 1 \ I y N I EXISTING ROAD CENTERLINE 3 1II I I ° I-1 1.99, - - 77.57 1 PROPOSED BUILDING II 1 TEC 41% I� FF=2578.80 L75.39 TVC, 2574.91 GRATE II III I 14% 1� 2574.34 INV.-OUT I O EXISTING LOT NUMBER LU o 2576.00 NC, 2575.52 GRATE I 25�5 5 w > o II 1 2�% 2571.57 12" INV.-IN 1 I SGT - I w a II CONST. CB 8b 2571.32 15" INV.-OUT SEE SHEET C4.2 EXISTING LOT LINE w N I- \ N 76.26 77.30 78.12 � 1 � _ � TEC IF'i I 76.58 TEC �C 0 78 57 o SEE SHEET C4.2 __ o SSx SSx EXISTING SEWER LINE W/ MANHOLE N M NC g 76.03 \ 76.86 77.69- 78.78 TES-TOS CV -Wx WO O >- M M / II TEC-TVC TEC \ TEC TES 77.26 SEE SHEET C42 C,rj EXISTING WATER MAIN W/ GATE VALVE Z m Y Y RD RD -FS-R -NU D W > 0 0 U PIRRx 1PIRRx Uj O 2575.37 TVC, 2574.89 GRATE I ' z EXISTING PIRR W/ SERVICE A _, \ 2571.32 INV.-IN/OUT ,J LLJ lit I I 7 TEC `2s>> 41% `p\ 31% \\ �_ % \\- CONST. STMH = W &-* EXISTING STREETLIGHT N N I \ \ \ I 11 I � _ � � � � o 0 I � I f 76.47 \ 1 _ ❑® I I I I 75.69 < S EXISTING MAINLINE DRAIN 2EIll 2 2 N N TEC-TVC \ 1 \ I II TVC _� w Y Y 2 v v 76.62 '77.30 78.12 78.78 / \ I I a I I III 75 93 TEC® �� TEC TEC \ TES _ \\\ I I I 1 Cn 0 EXISTING AIR/VACCUUM RELIEF Z LU p LU > o Q m 1 I I TVC ®� Z Z Y O w ° ❑® �- - i 1 I I l r ROAD CENTERLINE w u� Q w j p m 1 AI I I 76.45 76.93 \ 77.68 I I TEC-NC TEC TEC 1 i �77.26 I II I 75.93 ai o o U Q _j D_ Ui C. 1 I \✓ TES TOS irFS iTVC - - ROAD RIGHT OF WAY 41 2575.26 NC, 2574.78 GRATE I _ I 76.32 2571.78 12" INV.-OUT \I \ I I II I 12581 INTERIOR LOT LINE c 1 I II TEC I O 1 IIII / Y _jI I I I 31% 5 i\ �� _ -,�\ M 11 HI-4� u u , I BLOCK 5 5 BLOCK AND LOT NUMBER ~ I I r \ 1.7%II I U 1 IA 2.1% 2576.18 NC, 2575.70 GRATE \ I I 5 \ ° ❑® I 1I i I O 2571.81 12" INV.-OUT I 1 \ Z LU CO 76.78 7757 �° 178.78 \ / I IIII CONSTRUCT STANDARD VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 Q Q � I \i I I, \ E:�77.24 TEC 1 TES \ �� 5 0 ///® 1 ��II'II 77.55 78.18 0 Q / I 11 11I TVC TVC CONSTRUCT REVERSE LIP VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 = J CONST. CB dI �� Q �111II11 - - - - - - - - - - - - - � � 76.22 78.04 �I I I 11 76.42 TEC �� TEC TEC 78.78 7 NC 77I46 IIII III 78.57 CONSTRUCT THICKENED EDGE SIDEWALK, SEE DETAIL, SHEET 2.0 3 CONST. CB C TEC �•6q 1.4% o ❑°" TVC-TECIII TEC KEYNOTES CONSTRUCT EXTRUDED CURB, SEE DETAIL, SHEET 2.0 � I c 2 78.70 I INSTALL MODIFIED PEDESTRIAN RAMP PER ISPWC SD-712G WITH TRUNCATED DOMES AS (n � I I TEC 78.57 U I I 74.80 74.80 74.80 TES-TEC-TOS TVC 77.40 79.52 7916 0 REQUIRED, SLOPE TO MATCH ELEVATIONS SHOWN, MAX 8% - �� CONSTRUCT 4' VALLEY GUTTER W/FILLETS I I I I 76.78 ® TS TS \ TS 6�° TVC TEp 78.64 TEC - 77.79 I \ '�� I �I I TEC INSTALL MODIFIED PEDESTRIAN RAMP PER ISPWC SD-712C WITH TRUNCATED DOMES AS / I 76.1gTEC TEC 75.17 \ 2573.81 GRATE TVC 0 REQUIRED, SLOPE TO MATCH ELEVATIONS SHOWN, MAX 8% 2573.81 GRATE c, 2570.81 INV.-OUT o Q'> I III TEC TS \ 2570.73 INV.-OUT o 78.20 1 III 2580.35 TVC, 2579.87 GRATE INSTALL PERPENDICULAR PEDESTRIAN RAMP PER ISPWC SD-712 WITH TACTILE CONSTRUCT ACCESS RAMP PER ACHD STANDARDS. SEE ALSO Li- C) 75.78 75.26 0 74.20 78.86 TVC I 1 II 2576.87 INV.-OUT 0 ROADWAY NOTE 15 ON COVER SHEET. \ 74.20 1 I c's WARNING o / 1 TVC TS 74.20 EP EP TEC \ I 11II�tl a_ � I EP O4 INSTALL ATTACHED SIDEWALK, SEE DETAIL, SHEET C3.0 ^ p 0' 7�C °�' 74.20 0 �' o 78.37 \ I i 79.53 INSTALL TYPE III TERMINUS BARRICADE & "THIS ROAD WILL BE V, .3 r'n \ - EP TEC I 11I III TEC O5 INSTALL THICKENED EDGE SIDEWALK, SEE DETAIL, SHEET C3.0 EXTENDED IN THE FUTURE" SIGN. PER ACHD SD-1132B. � o \ TVC Uj 6 76.97 - - - - \ I I IIII 79.99 1 75.10 SID 74.01_SD 6 SID 74.01_SD 74.56 75.21 75.76 \ I II 11 TVC 1 0 INSTALL DETACHED SIDEWALK, SEE DETAIL, SHEET C3.0 INSTALL TYPE II TERMINUS BARRICADE WITH KICK PLATE AT BASE I� TEC 75.99 75.26 TEC o LIP LIP 1 I I 1 O INSTALL 4' VALLEY GUTTER AND FILLETS PER ISPWC ACHD SUPPLEMENTAL SD-708 O c X 2% TEC TEC TEC TEC I/I IIII PER ACHD SD 1132A � 2• o _ TEC 2573.81 GRATE w I TVC 2 (n} ,2570.65 INV.-OUT oN} s I I III \ N ® INSTALL ISLAND FLOW THROUGH, SEE DETAIL SHEET C3.3 65.50 TRC DESIGN GRADE ® TOP OF REVERSE LIP ROLLED CURB ROADWAY II I 75.58 � 80.15 3+04.85 ~O X I I I "/ // TEC I I 1 I I \ �C STATION °' I I I I I i - 76.00 � \ I II I I \ �/ i 77.50 / 75.76 75.57 TEC \ I III \ 7+53 9 DESIGN GRADE ® TOP OF REVERSE VERTICAL CURB ROADWAY O \I\ I I I i I TEC TEC TEC 75.87SE � C4.1 \ I III I I \ 7+53.09 STATION J U Q� _ I I w 76.37 TEC 75.88 \ I III / / OD INSTALL SAND/GREASE TRAP, SEE DETAIL SHEETS Q V) 00 � � �� a TVC 77.20 TEC 76.78 I I 1 '� / w O '"' I 77.93 TEC TEC I I III / (� J i ° O `� 1 I INSTALL TYPICAL 48" 0 STORM MANHOLE v O I\ 77.28 TEC 77.56 77.74 I I III' / / Q \ TVC TEC-TVC N TEC-NC 76.46 TEC 6 I III // // i� C� - 77.50 i 77.27 - TEC I i I IIII/ / // 80.VC - P Q Q Z �JJLO N TEC / I I I1111 / / (n Q N FOR ROAD GRADING -_ ' - - -=-- z w m � INFORMATION , SEE SHEET C3.0 tans Are Accepted For Public co W w z C11J co o Street Construction _ LU Qo0m -0 -2577 TN 0 1 I 3/�1 - 3/� f /cbp 1 By stamping and signing the improvement plans, the Registered • [� E IDFZ IAN O L A I I ry N 1 Engineer ensures the District that the plans conform to all District ® N � 1 ,/ �-o ` ` ` I N policies and standards. Variances or waivers must be specifically °"^` °°°8° "'"' ° °" 00 o I i - - /I ,� \ I / and previously approved by the District in writing. Acceptance of the Q r SHEET NUMBER improvement plans by the District does not relieve the Registered n* ,.�•�, 1 / •' , . I �`V Engineer of these responsibilities. f BY DATE Know what's below. , C3 . 3 ADA COUNTY HIGHWAY DISTRICT Q Q you Call before di . C7� ti p I I II I y g u�u 42.0 LF OF 12" SDR-35 PVC ® 42.0 LF OF 12" SDR-35 PVC 0.25% IN FROM DI NO. 1A 0.25% IN FROM DI NO. 2A STD. VERTICAL CURB DROP INLET GRATE NO. 1B STD. VERTICALCURB DROP INLET GRATE NO. 2B E & GUTTER TYP) & GUTTER 0 O U LO - z U) 18" PERFORATED PIPE PER ACHDN PERF. STDS. PIPE TO BE 5'-0" 20'-0" t � 18" PERFORATED PIPE PER ACHD m co PERF. STDS. PIPE TO BE LAID 5'-0" 20'-0" 5'-0" MIN. LAID CURVLINEAR TO REMAIN NEAR � M INSTALL 3.5LF OF 12" SDR-35 PVC o 5'-0" MIN. CURVLINEAR TO REMAIN NEAR CENTER CENTER OF TRENCH (SEE NOTE 6) O PIPE AT 0.1% MIN. SLOPE N OF TRENCH (SEE NOTE 6) p CD • • • • - Lo N � � N • • • • : N • • • • 5'-0" OF 18" PIPE _ - -0 CO OF 18" PIPE TRANSITION FROM NON-PERF TO WRAP PIPE END W/ A DOUBLE o L 00 _ TRANSITION FROM NON-PERF TO WRAP PIPE END W A DOUBLE (NON-PERFORATED) PERFORATED PIPE � o (NON-PERFORATED) PERFORATED PIPE / LAYER OF FILTER FABRIC & BIND LAYER OF FILTER FABRIC & BIND IN PLACE 277'-0"PLACE 147'-0" PLAN VIPLAN VII 77.16 s� NAL FN RING 81.62 GROUNDWATER OBSERVATION WELL PER----__", z ACHD STD DETAIL 7 RING ��� PROVIDE GRADE RINGS GROUNDWATER OBSERVATION WELL PER � AS NEEDED 75.83 TOP OF ACHD STD DETAIL 7 r, w STRUCTURE 75.91 ao z 0o DRAIN ROCK OVER PIPE o1 o 0 80.4 - �a w Z -Z b-z 1 00 �, o 00 PROVIDE GRADE NEEDED o I O a o �-yT� OF �- o0 00 79.53 TOP OF o0 0�a o DRAIN ROCK OVER PIPE o % o 0000 00 000 0000 o STRUCTURE 00 000N o000 o M. M 00000 coo 18" 72.87 INV IN FROM DI 73.28 ELEV. 72.53 3/4" - 2" CRUSHED ROCK W/ 00$00 0 INV/OUT N MIN 50% FRACTURED FACES 0 0 9 77.36 INV IN 18 00$o 0 0 x o FROM DI 77.77 77 02 3/4" - 2" CRUSHED ROCK W/ 000080 0 a INV/OUT MIN 50% FRACTURED FACES o 9: a 4 WRAP TRENCH TOP & SIDES WITH � o V' � 0 0�o MARAFI 140N OR APPROVED EQUAL 1= amim smUffl ASE TRAP 1 C" o o WRAP TRENCH TOP & SIDES WITH z o N72.70 080 000 00 FILTER FABRIC PER ACHD BMP 20 1d TRAP MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-Ol oo�$o 0 0o N o I -NTS- FINE AGGREGATE MEETING GRADATION 72.0 080�$0 0 o z -� 70.2 REQUIREMENTS OF ITO 801 OR ASTM C-33 0 0 0 Q > c� FINE AGGREGATE MEETING GRADATION > w z_ MINIMUM MAY BE INCREASED TO ** TRAP MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-01 .5 REQUIREMENTS OF ITD 801 OR ASTM C-33 J w REACH FREE DRAINING MATERIALS -NTS- L`' � Of w 68.7 v i m a w FOOT PLATE "' 68.8 Uj o Elf z 00 GROUNDWATER ENCOUNTERED AT SECTION VIEW 68.7 0- o ff, APPROXIMATELY 68.7 PER SITE BOTTOM ** MINIMUM MAY BE INCREASED TO GROUNDWATER ENCOUNTERED AT SECTION VIEW Y N O CD z CONSULTING, LLC (NOVEMBER 2020) OF WELL REACH FREE DRAINING MATERIALS FOOT PLATE rY APPROXIMATELY 68.8 PER SITE Q o 0 0 SEEPAGE � �CONSULTING, LLC (NOVEMBER 2020) o BEDS MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-20 w w Uj ELECTRONIC MARKERS TO BE INSTALLED ON EACH CORNER OF SEEPAGE FACILITY PER ACHD REQUIREMENTS. SEEPAGE TRENCH BOTTOM BEDS MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-20 BOTTOM OF WELL CONTRACTOR TO COORDINATE WITH ACHD ON INSTALLATION AND PLACEMENT OF MARKERS PRIOR TO BACKFILLING. ELECTRONIC MARKERS TO BE INSTALLED ON EACH CORNER OF SEEPAGE FACILITY PER ACHD REQUIREMENTS. w NOTES: CONTRACTOR TO COORDINATE WITH ACHD ON INSTALLATION AND PLACEMENT OF MARKERS PRIOR TO BACKFILLING. Q N � 1. ON-SITE DRAINAGE FACILITIES MUST BE INSPECTED BY CITY OF MERIDIAN PUBLIC WORKS. 24 HOUR DRAINAGE SYSTEM #2 U) DRAINAGE SYSTEM J1 z NOTICE REQUIRED. CALL 887-2211. O m ADD 2500 TO ALL ELEVATIONS SHOWN TO CONVERT TO NAVD 88 DATUM. Y Y m -NTS- -NTS- -. SEEPAGE BED MUST BE 5 FEET BACK FROM PROPERTY LINE AND NO GRADING ADD 2500 TO ALL ELEVATIONS SHOWN TO CONVERT TO NAVD 88 DATUM. > IS PERMITTED WITHIN 2 FEET OF PROPERTY LINE. w O 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN L Of z 3'-0" OF THE BOTTOM OF DRAIN ROCK IN ACHD SYSTEMS AND 1'-6" OF THE BOTTOM OF THE DRAIN LF OF 12" SDR-35 PVC Q 42.0 ROCK OF PRIVATE SYSTEMS. 0.25% IN FROM DI NO. 10A o 0 4. GROUNDWATER INFORMATION IS BASED UPON A SOIL INVESTIGATION PERFORMED BY SITE CONSULTING, LLC N N FOR THE PROPOSED OFFICE WAREHOUSE SEPTEMBER 2020 DROP INLET GRATE NO. 10B rn rn / STD. VERTICAL CUB 2E � N N 5. PERCOLATION RATES FOR THE NATIVE SOILS BELOW THE PAN LAYER WERE ESTIMATED BY MTI TO BE IN 5'-0" OF 18" PIPE R (TYP� Y Y 40'- 0" (NON-PERFORATED) THE 3 INCHES/HOUR RANGE. A DESIGN VALUE OF 3" PER HOUR IS USED TO COMPLY WITH ACHD 0 p w J STANDARDS. ACHD STAFF MUST VERIFY THE INFILTRATION AFTER THE FACILITY IS FULLY EXCAVATED. 20'-0" 5'-0" z LU ~ z z o > ES6. PIPE WITH RECYCLED CONTENT IS NO LONGER ALLOWED IN DRAINAGE SYSTEMS WITHIN THE PUBLIC ROAD w O U O w o RIGHT OF WAY. PIPE MUST BE HPDE OR PVC. w in ¢ w a- U) p m 7. PERFORATIONS IN PIPE SHALL BE PER THE PERFORATION DETAIL SHOWN THIS SHEET. 18" PERFORATED PIPE PER ACHD � p p U Q Q a U) STDS. PIPE TO BE 42.0 LF OF 12" SDR-35 PVC ® 8 DRAINAGE SYSTEMS SHALL EXCAVATE AN OBSERVATION WINDOW A MINIMUM OF 3' BELOW THE DESIGN 0 0 LAID CURVLINEAR TO REMAIN NEAR 0.25% IN FROM DI NO. 3A BOTTOM OF THE SYSTEM TO VERIFY 3' MIN. GROUNDWATER SEPARATION AT THE TIME OF CONSTRUCTION. CENTER OF TRENCH (SEE NOTE 6) 5' MIN. 4 41 o ..yam • • • • DROP INLET GRATE NO. 3B - - - - - - • • • 0 0 0 I Z - STD. VERTICALCUB WRAP PIPE END W/ A DOUBLE TRANSITION FROM NON-PERF TO O � & GUTTER (TYP� YER OF FILTER FABRIC & BIND IN PERFORATED PIPE w I >- PLACE Q Q 0 = u 5'-0" 20'-0" 12" PVC - 3.5 L.F. 5'-0" MIN. J 3 PLAN VI 18" PERFORATED PIPE PER > ^ ACHD STANDARDS SEE NOTE 6 INSTALL MONITOR WELL ( ) GROUNDWATER OBSERVATION WELL PER 84.4 U o PER ACHD STD.DETAIL 7 • • • • z ACHD STD DETAIL 7 CLEANOUT LID RING a- - 83.1 PROVIDE GRADE RINGS M • • • • �( Oo oI ~ DRAIN ROCK OVER PIPE 0o AS NEEDED Ax Q:> TRANSITION FROM NON-PERF TO WRAP PIPE END W/ A DOUBLE oo o� �oo N • • • • W LL U PERFORATED PIPE LAYER OF FILTER FABRIC & BIND 0 000 0 000 000 0 00 0 0 o 5'-0" OF 18" PIPE 81.9 TOP 0 CONS RUCT NEW SIDEWALK 6'-6" _ IN PLACE N a� (NON-PERFORATED) STRUCTURE 0 162'-0" 0 .5 PLAN VIA 40 o 000 0 2" WASHED DRAIN ROCK RING p CO o�o 1 18 d 80.26 INV IN 7 � ,' 79.96 FROM DI L 0 STRUCTURE TO HAVE HS WRAP TRENCH TO & SIDES WITH INV/OUT H X 25 TRAFFIC RATED TOP. GROUNDWATER OBSERVATION WELL PE MARAFI 140N OR APPROVED EQUAL 00 OJ w PROVIDE GRADE RINGS 82.39 TOP OF ACHD STD DETAIL 7 m w 0 0 IL / AS NEEDED • 82.2 a a o 00 0 0 75.6 u O ' ► 's . STRUCTURE o 0 0$cboo O O / c DRAIN ROCK OVER PIPE o LL 0 o i � 7 1 2 0o N~ 00 FINE AGGREGATE MEETING GRADATION � w V 00 • 0 0 00 0 000 000 0 o0 0 o REQUIREMENTS OF ITD 703-02 OR ASTM C-33 0)O • DRILL 5-3/8" DIAMETER HOLES M 1000 GAL SANDIGREASE TRAP !10 J z C) •• 18" LONGITUDINALLY IN VALLEYS OF 72,6 TRAP MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-01 w m 79.48 INV/IN CORRUGATED PIPE -NTS- Q J I FROM DI 79.89 w p oo$00 o MINIMUM MAY BE INCREASED TO REACH ** �/� C7 N ELEV. ► 79•14 INV OUT - 000080 0 SECTION VIEW FREE DRAINING MATERIALS `r/ z Z • i� o�0 FOOT PLATE � O O .. • TO TRENCH 1 3/4" - 2" CRUSHED ROCK W/ o Q Q = N • `0 MIN 50% FRACTURED FACES 72.1 W - D N 45 � BOTTOM GROUNDWATER ENCOUNTERED AT 0 '^ Q p D � .► s • r � APPROXIMATELY 72.6 PER SITE v Q U 0 WRAP TRENCH TOP & SIDES WITH SEEPAGE TRENCH ,_,J o CONSULTING, LLC (SEPTEMBER 2020) J 0 o�0 MARAFI 140N OR APPROVED EQUAL BEDS MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-04 75.6 080 o o H - - -NTS- 0 w 7 C w z 0L_ G Q 1000 GAL SANOZOEASE TRAP #3 0 0 1 1 1 to TRAP MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-01 `D FINE AGGREGATE MEETING GRADATION LJJ r ? co rn 3 -NTS- o REQUIREMENTS OF ITD 801 OR ASTM C-33 Plans Are Accepted For Public � ���// M � O O FOOT PLATE Street Cl l' I n L.L 0 O N L_ ** MINIMUM MAY BE INCREASED TO T 72 6 _ GROUNDWATER ENCOUNTERED AT SECTION NEW BOTTOM DRAINAGE SYSTEM 10 PRIVATE DRIVE) a sti 0 0 O m O REACH FREE DRAINING MATERIALS I APPROXIMATELY 72.6 PER SITE y mping and signing the ImpMvlornont n8,0*RogLcorAd a_ CONSULTING, LLC (NOVEMBER 2020) -NTS- Engnmr-onsuraa IAo i 1Wtt ftl the pWm conk m 10&N D}yl kt 0') Q ADD 2500 TO ALL ELEVATIONS SHOWN TO CONVERT TO NAVD 88 DATUM. pokio5 and*ta►iderds- Ywimmo6 orwalilym mal bo spem5a* SHEET NUMBER N/ and pravkxk* approv*d by ft Diatrle#kr wri ft. J400aplar"of DRAINAGE SYSTEM L3 SEEPAGE TRENCH PIPE PERFORATION DETAIL ft Improvemwnl tws by the INsI&I dmp.. rat m6m It w = -NTS- BEDS MUST COMPLY WITH REQUIREMENTS OF ACHD BMP-20 PER ACHD STANDARD PERFORATION SCHEDULE 9egMared Ergino&ag thew resporrrJ W80. C4 . 0 ADD 2500 TO ALL ELEVATIONS SHOWN TO CONVERT TO NAVD 88 DATUM. ELECTRONIC MARKERS TO BE INSTALLED ON EACH CORNER OF SEEPAGE FACILITY PER ACHD REQUIREMENTS. -NTS- a CONTRACTOR TO COORDINATE WITH ACHD ON INSTALLATION AND PLACEMENT OF MARKERS PRIOR TO BACKFILLING. DY_ __ &��E�ATE, 4/30/21 o a_ ,AAA COUNTY HI€ KWATl DISTRICT uu E 0 O U Lo a) > - z N co N 00 O >+ O Lo 0 c N m -U co , O L CO m U O CO 2 N gS�pNAL FN UV' 862 �2• Zl•z�� 9TF OF ITT M. MuNG SGT #46-2 IN FROM CB#46 1.0 LF 12" STORM DRAIN 12.8 LF 12" STORM--------- TORM /SGT #46-1O MONITOR DRAIN ® 7.0% WELL N 215'-0" 4 Q • • J LEA Y N NON-PERFORATED _ o 2 x210 LF OF 12" PERFORATED 5 LF OF 12' ADS 90• w PIPE ADS N-12 (OR EQUAL) N-12 PIPE w N • • — • • Q � 0 N z O m Y W O Z 10-0" STRUCTURE TO HAVE HS25 20'-0" TRAFFIC RATED N N TOP. 2E 2E Y Y N N — • • 1.0 LF 12" STORM DRAIN MONITOR WELL • • ` w W J 5'-0" 93'-0" z Lu z oOLu p MONITOR Lu 9NON-PERFORATED) (NON-PERFORATED) w w < _ D_ Q OJ co 0 WELL ( 2'-0" 20 5 LF OF 12' ADS 12" ADS N-12 PIPE � 0 0 U Q J a � N-12 PIPE 90' SGT #4A PLAN 12" PERFORATED PIPE ADS N-12 Q (OR EQUAL) W VIEW � -NTS- U • • 0 4'-6" — — — — — — 10'-0" z 52.2 LF 12" STORM Q • • J O0 DRAIN ® 2.7% 40'-0" U Q Q 4" PERFORATED PVC MONITORING WELL 80.25 LID S GT 4A U> WITH METAL CAP AND LOCK. (TYP.) SEE 80.21 LID S GT 4A MONITOR WELL 0 IN FROM 80.12 GRATE S/GT#4B-1 = DETAIL THIS SHEET 80.15 LID S/GT#4B-1 CB#4A 80.10 GRATE S/GT#4B-2 80.13 LID S/GT#4B-2 w 3 PLAN VIEW PROVIDE GRADE 78.60 NTS- � p RINGS AS NEEDED TOP OF STRUCTURE 80.43 U) TVC U Qa 79.95 79.98 PROVIDE GRADE RINGS 4" PERFORATED PVC MONITORING WELL GRATE LID AS NEEDED WITH METAL CAP AND LOCK. (TYP.) SEE r7 > I 7"I'll DETAIL THIS SHEET 78.45 Lo 2'-0" ° ° ° I I TOP OF d a STRUCTURE TO 1,_0" WRAP PIPE END WITH A DOUBLE o a� STRUCTURE LAYER OF FILTER FABRIC & BIND 06 0 MIN. I I 79.2 a 1 1 i i ° HAVE HS A 2'-0" MIN. 0 DRAIN ROCK TOP OF TRENCH a 76.20 12" IE IN I I a TRAFFIC RATED I I 79.0 � II OVER PIPE SGT#4A & SGT#4B-2 ONLY a TOP. TO TOP MIN. II IN PLACE d I I OF PIPEo 24 7 1/2" DRAIN ROCK OVER PIPE a 41 II II z w Q) WRAP PIPE END WITH � (NON-PERFORAT I I I I 18" I I ^^ x 10'-0" 76.20 I I I I V J Lij A DOUBLE LAYER OF II 5 LF OF 12" AD 75.87 O / IN PLACE FABRIC & BIND I I N-12 PIPE 18" IE OUT °a 12" IE OUT I I o d 75 72 a_c I I ° I I INV. OUT I I 8-6 w w V op I I WRAP TRENCH TOP & SIDES WITH I I I I ° 1 1/2" WASHED DRAIN ROCK O I I AMOCO 4545 OR EQUIVALENT z U) e I I I I I I WRAP TRENCH TOP & SIDES WITH I I w 0 M 69•2 AMOCO 4545 OR EQUIVALENT �^ J E I BOTTOM OF TRENCH I I I I I I V) w le I I 76.24 12" IE IN I I I I 1000 GAL SAND f GREASE TRAP. S f lA N FINE AGGREGATE MEETING GRADATION -NTS- I I 70.5 J `+ z z 1'-6" REQUIREMENTS OF ITD 703-02 OR ASTM C-33 II SGT#4B-1 ONLY II II BOTTOM OF TRENCH Q N I I ui 67 7 I I I I FINE AGGREGATE MEETING I I Q o ELEV. I I I I GRADATION REQUIREMENTS OF I I Q J I I I' 1 I �FOOT I I ITD 703-02 OR ASTM C-33 I I 1'-6" MIN. W Q II J1� PLATE II II z LLJ C o 0 GROUNDWATER ENCOUNTERED AT APPROX. ELEV. 2567.5 1000 SANp�GRFACF TRApS I I FOOTPLATE I I c C0 PER THE GEOTECHNICAL REPORT BY SITE CONSULTING, LLC c (SEPTEMBER 2020) FOOT S&I ft 48-1. 4B-2 W � 00 O PLATE SEEPAGE TRENCH SECTION VIEW (ELEYA710NS APPLY TO ALL NTS-UN ESS O1IERIMSE NOTED) I I I..1_ Q U O N —NTS— I I — w o m I I U) 0 D Q o m N GROUNDWATER ENCOUNTERED AT APPROX. ELEV. 2568.9 CD — PER THE GEOTECHNICAL REPORT BY SITE CONSULTING, LLC I I w (SEPTEMBER 2020) SEEPAGE TRENCH lA SHEET NUMBER DRAINAGE SYSTEM #4 SECTION MEW N -NTs- DRAINAGE SYSTEMS _NTS- FOOT PLATE w = -NTS- C4 . 1 ADD 2500 TO ALL ELEVATIONS SHOWN TO CONVERT TO NAVD 88 DATUM. ADD 2500 TO ALL ELEVATIONS SHOWN TO CONVERT TO NAVD 88 DATUM. as o � uu I \\ ZSAND/GREASE TRAP #6A-1 \\ I \ m \ j \\ NSTALL 1.0 LF OF 15" \\ -RD \\ TORM DRAIN \\ E 1 \ INSTALL 1.0 LF OF 18" \ \ o 0 I \ STORM DRAIN I®0 \ \\ _ _ INSTALL 40.9 LF OF 12" INSTALL 3.5 LF OF 18° SAND/GREASE TRAP #6A-2 \ co Lo 1 \\ STORM DRAIN @ 1.4% _ SAND/GREASE TRAP #6c-1 , STORM DRAIN ® 30.0% � \ � � \ Z \\ ��� INSTALL 1.0 LF OF 15" 18" INV 3 H H � STORM DRAIN \ _N � O O SEE SHEET 5.3 FOR INSTALL 1.0 LF OF 18" 9 2571.38 ROOF DRAIN PIPING PLAN I STORM DRAIN O" _ _ co 1 I SAND/GREASE TRAP #6c-2 12" INV co o 2571.38 INSTALL 10.3 LF OF 18" 0®� (rp0 SDI SD _ - - _ - >,Q oD STORM DRAIN @ 0.1% I INSTALL 8.4 LF OF 12" INV. IN = 2571.38 SAND/GREASE TRAP #6B - - - _0 c N 1 STORM DRAIN @ 0.1% INV. OUT = 2571.38 24" INV m M RD RD RD RD RD RD RD RD RD RD �RDI RD 00 SD �D SD SD 2571.38 i - I I o rn o m co i 1 I I SAND/GREASE TRAP #6D � �� ' INSTALL 73.8 LF OF 24" co 2i N STORM DRAIN ® 0.1% i i of I I II I �SS�ONA� FNci 62 WRAP SIDE AND TOP OF TRENCH SCALE co -z�"Zlo WITH AMOCO 4545 FABRIC PARKING PAVEMENT 4 y�F \OQ MONITOR WELL WITH LOCKING SECTION 20 0 10 20 40 .9T OF LID PER SSPWC SO 627 T M MuN PARKING PAVEMENT SECTION ( FEET ) - - - - - - - II I- E 1 INCH = 20 FT.III 1. 4" =i 1 1 I- MIN. rl 76.9 76.9 _4 IN. 2" 00 STORMTECH mdl QOQ QOO TOP Q QOO ANGULAR DRAIN QQ 740 CHAMBER Q QQ p OQ Q OQ OQ OQ O :7 31l" OQ O QQOO QQ s'-s" PIPE LENGTH AND SIZE VARIES, s'-s" MIN. SEE PLAN VIEW, THIS SHEET. o 6" I I 12" I 1�12" I 12" I s" INV. = 70.18 MIN. MIN. MIN. U MIN. Q Q 9" MIN. 70.4 OQ Q� O O Q O Q Q Q MIN.p O Q 0 70.4 1-s" ¢ ``' 68.9 MIN. a 12 ROWS, OF 34 H' PERFORATED END CAP Y <n cn CHAMBERS SEE o ALSO PLAN VIEW 1'-6" Q w uii� UIlA MIN. SAND w S w STORMTECH mdl 7406 12 ROWS OF 34 CHAMBERS (408 TOTAL 68.9 CHAMBERS) w Z , ;, co 0 47'3" 1 1/2" CRUSHED ROCK N N PER MANUFACTURER z Z EXTEND TO DRAINABLE co m ]C ]C MATERIAL NOTES: � Z 1. CHAMBERS TO BE INSTALLED ACCORDING TO MANUFACTURES SPECIFICATIONS. 2. GROUNDWATER ENCOUNTERED AT APPROX. ELEV. 2567.5 PER THE GEOTECHNICAL REPORT BY SITE CONSULTING, LLC (SEPTEMBER 2020) nRelNef:F CYCTFIuI N(1 R o 0 78.35 76.17 75.39 74.91 TVC 78.99 PROVIDE GRADE RINGS TVC 75.85 PROVIDE GRADE RINGS RATE T PROVIDE GRADE RINGS 75.37 PROVIDE GRADE RINGS Y Y N N 77.90 75.69 75.03 75.45 LID AS NEEDED LID AS NEEDED AS NEEDED 7t�25 AS NEEDED 0 p w d GRATE d GRATE LID LID w p p uJ l- I- Q 75.9 ° d 74.69 d 74.09 d ° 74.12 TOP OF d z z Y O p ~ TOP OF ° d STRUCTURE TO HAVE HS TOP OF d d STRUCTURE TO HAVE HS TOP OF d ° STRUCTURE TO HAVE HS STRUCTURE d STRUCTURE TO HAVE HS w U STRUCTURE 25 TRAFFIC RATED TOP. II STRUCTURE 25 TRAFFIC RATED TOP. II STRUCTURE 25 TRAFFIC RATED TOP. II TRAFFIC RATED TOP. w w w a co p m II II II ° II d II II II d U) p p U a � a cn d 7 1/2" I I d 7 1/2" I I ° 7 1/2" I d 7 1/2" II ° d � c� II II II II O .. I II . Z24"27 15" 12" ED I wU) 73.67 1 7171 71.72 1.39 Q " 7146 15 IN IN OUT .U) iNV. . INV. OUT U IQ 73.33 8 INVO ° ° co 'J 18" INV. OUT _ � � II II II II o � I 1500 GAL SAND&REASE TRAP ft-1 j j 1000 GAL SAND&REASE TRAP #B � � 1500 GAL SAND&REASE TRAP &Q-1 � � 1000 GAL SAND&REASE TRAP JD u I I I -NTS- I I -NTS- I I -NTS- I I -NTS- �� II II II II II II II II II II II II I II II II I1 I1 � I I I1 I1 � FOOT PLATE co 0 � I FOOT PLATE J l/ FOOT PLATE FOOT PLATE JJl CD 0 b 0 0 78.38 75.37 TVC PROVIDE GRADE RINGS TVC 78.99 PROVIDE GRADE RINGS 75.00 ~ x GRATE LID AS NEEDED AS NEEDED LID GRATE w d 90 ° d d J o 75.9 � 74.09 ° Q �� II TOP OF d d STRUCTURE TO HAVE HS TOP OF d d STRUCTURE TO HAVE HS 25 TRAFFIC RATED TOP. I I 25 TRAFFIC RATED TOP. W w U STRUCTURE ,-,oo I I STRUCTURE Q °d ° O II d II ° - z U) 0 II II U) "I J 0 m I I d 7 1/2" I I d 7 1/2" U) > Ii o II d II d J U) Z II - z � � II Q w Q Q oN I I 27" 24 0 0 I I 'Q 73.67 d I I Q�" d 71.71 v L,J 15" INV. IN OUT I 71.46 15 INV. IN/OUT W Q �W o 73.33 �8" INV. OUTE t > I I 18" INV. our I 0 w 0 z m II ° d ° ? o w Q M Z N m I I 1500 GAL SAND&REASE TRAP J§A-2 I I 1500 GAL SAND&BEASE TRAP INC-2 - 01 m o a ) I I -NTS- I I -NTS- / 0 0 N 00 Q I I I I SHEET NUMBER .2 N � II II FOOT PLATE I I FOOT PLATE C4 a a 11f I I om u u E 0 O U Lo a) > - z :3 C/) N ft �O N 00 O >+ O Lo 0 c N SCALE - -0 co 30 0 15 30 60 m o CO 2i N ( FEET ) 1 INCH = 30 FT. -----------_ - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - — - - ----------- - - - - - - - - - - - - - - - - - - ---- - - -- - - - - - - --- - - - - -------------- - - - - - - - - - -- S� NALF - - c — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — � � - - - - 862 2572 � - X Z l� 2571 2576 2S>> �.y 9 F p F �1A t<,� � 2574 2575 TT M. MuNG 2573 +� _ DETEI'o N BASIN/ DRAINAGE SWALE � o -25'2 + —Ml I + +L I O N 1 + +-I �s> 12" STORM DRAIN OUTLET — �� / \ IE = 71.44 25722573 2574 N 0 18" STORM DRAIN OUTLET 12" STORM DRAIN OUTLET 744 7061 N IE = . Z515 N \ > o \ N w U) w 5 wO of - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t\ 8"W — — — — — — — — — - - N 81. �. w$,W 8W 8W 8W 8W W 1. N O m Y W O 2580 2580 1 w z N N O O 2 2 2 2 N N 2577 2577 0 o w J APPROXIMATE TOP OF BANK GRADE, _ _ _ — — — — z z Y O w o ~ C� MIN = 73.0 _ - - - w 2 d Q ~O D 1.5' MIN. FREEBOARD APPROXIMATE EXISTING GRADE 10' — — — — — — u) 0 0 U Q J a cn MIN. TOP OF BANK = 73.0 M X. WATER SURFACE ELEVATION = 73.6 2574 — — — — — 1.5' MI 2574 — — _ MAX. WATER SURFACE ELEVATION = 71.5 _ _ — — — 0 - - - - - — - - - - - - - - - W � � - - - - - - - - - - - - - - - - - - - - - - - - - - - ~O -p U 2571 W U) 2571 Q Q (n U 1 BOTTOM OF POND ELEVATION = 71.10 U) = Q BOTTOM OF POND ELEVATION = 70.6 u W � 3 2568 2568 cf) � u Q r� 1 U M U Q > o j 2565 2565 06 0 3 POND CUT d 0 2562 2562 z w � 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 � U O X C N c o Lu U a) 00 z V z 0 p w 00 o �^ LL o z O N w Q � H N (D Q Q i LLJ Q U W O � O Q) W Z 00 °) z Lo o Q w O N ° v) 0 Q o m o N N co o SHEET NUMBER N / � W Lv = C4 . 3 as o � u u E 0 O U Lf) a) > — z U N ?� >: � � O >+ O Lo N cc MONITOR WELL o L CD CO N 85'-0" 5-0" � 5-0" 85'-0" N AL (NON-PERFORATED) (NON-PERFORATED) (108 �12" ADS N-12 PIPE 12" ADS N-12 PIPE 1312" PERFORATED PIPE ADS N-12 12" PERFORATED PIPE ADS N-12625 (OR EQUAL) (OR EQUAL) D Td bar; 12'-0" — — — — — — — — — — — — 12'-0" 40' 40' E58537E89F154BD.. p MONITOR WELL MONITOR WELL p PLAN VIEW PLAN VIEW 4" PERFORATED PVC MONITORING WELL -NTS- 73.67 73.79 PROVIDE GRADE RINGS -NTS- 4" PERFORATED PVC MONITORING WELL WITH METAL CAP AND LOCK. (TYP.) SEE GRATE LID AS NEEDED WITH METAL CAP AND LOCK. (TYP.) SEE DETAIL THIS SHEET 72.17 a STRUCTURE TO HAVE HS DETAIL THIS SHEET d STR WRAP PIPE END WITH A DOUBLE I I I I TOP OF ° 25 TRAFFIC RATED TOP. I I WRAP PIPE END WITH A DOUBLE LAYER OF FILTER FABRIC & BIND STRUCTURE LAYER OF FILTER FABRIC & BIND IN PLACE I I 2'-0" MIN. I I `° p 2'-0" MIN. I I IN PLACE if_ TO TOP I I ° TO TOP I I 72.7 DRAIN ROCK OVER Pi PE OF PIPE i i d 7 1/2° OF PIKE 0 DRAIN ROCK OVER PIPE I I co MIN. II pd N LL II II p II � II II 24 II Ck 70.17 0 ° 70.17 7'-0 I I I I 12" IE OUT 12" IE OUT 7'-0" (E&W) p (E&W) I I Q 1 1/2" WASHED DRAIN ROCK i i d p 1 1/2" WASHED DRAIN ROCK I I z d p WRAP TRENCH TOP & SIDES WITH I I WRAP TRENCH TOP & SIDES WITH I I m II AMOCO 4545 OR EQUIVALENT II AMOCO 4545 OR EQUIVALENT II I I 1000 GAL.SAND/GREASE TRAP#9 -NTS- BOTTOM OF TRENCH CD CD FINE AGGREGATE MEETING I I GROUNDWATER ENCOUNTERED AT APPROX. FINE AGGREGATE MEETING — ELEV. 2564.0 PER THE GEOTECHNICAL N N GRADATION REQUIREMENTS OF I I GRADATION REQUIREMENTS OF I I rn rn 1'-6" MIN. REPORT BY SITE CONSULTING, LLC 1'-6" MIN. 2 ITD 703-02 OR ASTM C-33 ITD 703-02 OR ASTM C-33 (SEPTEMBER 2020) II II II Y Y � � a a II II 64.1 II w 0 w APPROXIMATE GROUNDWAT w (D U CLEAN PIT RUN MATERIAL TO o a FOOT PLATE o CLEAN PIT RUN MATERIAL TO I I = w = a U) O BRIDGE GAP TO FREE BRIDGE GAP TO FREE I I U) 0 p U Q ¢ a- v) �o o DRAINING MATERIAL DRAINING MATERIAL o��o see note 3 below see note 3 below _ DRAINAGE SYSTEM 9 SEEPAGE TRENCH 9 SECTION VIEW -NTS- SEEPAGE TRENCH 9 SECTION VIEW W . FOOT PLATE -NTS- -NTS- FOOT PLATE O ° U o Z � w Cn c � < Q a- o W = Q J u W J � U u 0 r� I U U / Q— LL_ > 0 U W / 0 0 T � U Pt1 0 0 / 7O � 0 7 W +, 0 ~ U 5 W N G Q O LLJ w U (D Q 00 � ) z � o �J w J E o �^ II J v) z z � o O N Q Q W N ' _ Q Q N r (D u/ W <z L LJ O � O w II co L(� Q) I 1..0 a z r Cle) `:10 n/ 0 w O on N 0 O VJ � m N SHEET NUMBER o � Lv = C4 .4 QQ oa_ u u XREF INDEX: I I ©© ©© ©© ©© II _ _ I e I I I- I SCALE 60 0 3060 120 I _ BLOCK 2 SID 4 SID SD 4 SID e o 0 0 0 0 1 1 I I _ C SD SD SD SD ( FEET ) LO - _ 1 INCH = 60 FT. a' z II I _ I I i LEGEND L.r2 N 3 o � II I > � INSTALL 12" GATE VALVE (FLGxMJ) I 12.0 I IIIIIIIII o 3 All 12%12"x8" TEE (FLG) I I I I PROPERTY BOUNDARY Of00 a_ 12" FLGxMJ ADAPTOR I I `�' INSTALL 12"x12%8" TEE (MJxMJxFLG) - - RIGHT OF WAY LINE L 0 LO 4 II 8" GATE VALVE (FLGxMJ) 8" GATE VALVE (FLGxMJ) i LO - M _ ` \ I 62.0 LF OF 8" C-900 PVC WATER MAIN I 12nx12"x8' T (FLG) - EXISTING ROAD CENTERLINE c N D SID - W/ BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STD 12 FLGxMJ D PTOR M CONS " GATE VAL FLGxMJ) I INSTALL 12%12%8" TEE (MJxMJxFLG) I - -a CO X SHEET C3.0 I ao o SD INSTALL 12"x12%6" TEE (MJxMJxFLG) 'D INSTALL 12%12%8" TEE (MJxMJxFLG) 2" GATE VALVE (FLGxMJ) 8" GATE VALVE (FLGxMJ) O EXISTING LOT NUMBER rn ai o SEE 8" GATE VALVE (FLGxMJ) A 62.0 LF OF 8" C-900 PVC WATER MAIN 6" GATE VALVE (FLGxMJ) C 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 INSTALL 85.6 LF OF 12' u CITY STANDARDS C-900 PVC WATER MAIN -SSx�o SSx EXISTING SEWER LINE W/ MANHOLE / I INSTALL 44.9 LF OF 12" SEE SHEET C3.0 INSTALL 12"8" GA" TEE (MJxMJxFLG) INSTALL 126.9 LF OF 12" C-900 PVC WATER MAIN INSTALL 12%12%6" TEE (MJxMJxFLG) Wx�Wx EXISTING WATER MAIN W GATE VALVE 8" GATE VALVE (FLGxMJ) C-900 PVC WATER MAIN / 62.0 LF OF 8" C-900 PVC WATER MAIN I I INSTALL 12"x12%6" TEE (MJxMJxFLG) 6" GATE VALVE (FLGxMJ) pNAL W/ BLOWOFF ASSEMBLY PER CITY INSTALL 146.7 LF OF 12" 6" GATE VALVE FLGxMJ 13.5 LF OF 6" PIRRx FN EXISTING PIRR W/ SERVICE t`S OF MERIDIAN STD _ _ _ _ _ _C-900_PVC_WATER MAIN _ 13.5 LF OF 6" ( ) C-900 PVC WATER MAIN ot� G S w i 20.0 e INSTALL 108.4 LF OF 12" C-900 PVC WATER MAIN FIRE HYDRANT ASSEMBLY PER MERIDIAN 1 ao CITY STANDARDS COX EXISTING STREETLIGHT a REMOVE EXISTING BLOWOFF C-900 PVC WATER MAIN FIRE HYDRANT ASSEMBLY PER MERIDIAN G AND INSTALL 55.5 LF OF 12" I I CITY STANDARDS INSTALL 313.7 LF OF 12" 12" TEE (FLG) 6 2 C-900 PVC WATER MAIN 07 INSTALL 138.3 LF OF 12" JI C-900 PVC WATER MAIN 2-12" GATE VALVES (FLGxFLG) EXIST. ROLLED CURB, GUTTER & SIDEWALK cn� I C-900 PVC WATER MAIN ji i 12%8" Reducer (FLGxMJ) - EXIST. VERT. CURB, GUTTER & SIDEWALK ��P , I 12 2 12 W 1 W 12"W 12" 12' 1 V -C y�T NG� 180° 12"w 12 w 12"W W - - - - - -17+61zF 03 M M� 0 2 ^_ 180'' 12"W 12"VV 12"W g��W89' LINE A 2 W. FRED SMITH ST FUTURE PRESSURE IRRIGATION LINE °° 2 0 2 2ga s s+ ss-�- �'NSDI-- +�ss�-ss-+{-ss ss +�s s ss o o - - - - �..���+ o _ _ _ttt 0- -SS N S---f-SS � SS +SS �+ S S SS ISS SS I--Ss + 2 Ss - EXISTING MAINLINE DRAIN - - rn o -SD SD5D SD 4 SD SDL ' 00 NST. SSMH-Al 4 ,. - 0 AIR VACCUUM RELIEF 1 - - - / I I M o 7+09.83 N , CONST. SSMH-A2 �/dl o SEE SHEET C3.0 in o cn +Ul) JN 04 MO .r .••• M �^ �M O) N Epp �tD W m I + N r 11+09.70 � _ vi 4 rn �N o+ -!N + M r i co n ff) M PROPERTY BOUNDARY 0 w W d (n J ^ J lf) U I� I �' SEE SHEET C4.0 - ,• .• f vUi ``' j pCONST ci ``' c; ``' N w vi N - - RIGHT OF WAY LINE z o SEE SHEET C3.0 vi<� vi � c5 0 0 EX. SSMH y ' ` 'r I 4 CONST. SSMH-A3 N� - - Of EXISTING ROAD CENTERLINE 5+00.00 ICONST 14+19.90 0 Z (CONNECT TO EXISTING SEWER MANHOLE I SHEETaSEE 0 O EXISTING LOT NUMBER w CY I i I I iv U) M a EXISTING LOT LINE Z 0 Y N N z o 0 O z w EXISTING SEWER LINE W/ MANHOLE w UJ w it tY Uj -Wx W Wx Uj EXISTING WATER MAIN W/ GATE VALVE o rr. �vvv. vv o0 LU 04 PIRRx PIRRx- EXISTING PIRR W/ SERVICE 0 � N N N z 2592 2592 EXISTING STREETLIGHT 0 Y EXISTING MAINLINE DRAIN W O N M 2586 2586 EXISTING AIR/VACCUUM RELIEF o 0 � ' _ _ -����� - - - - - - - - - - - - - - - -��� - - - ROAD CENTERLINE g g APPROXIMATE EXISTING GRADE - - - APPROXIMATE ? - - - - - - - ROAD RIGHT OF WAY w 0 0 � � Q FINISH GRADE h� _ - - - - - Z w w > o Q 2580 ��h �� - - - - - - - - _ - 2580 INTERIOR LOT LINE w �n Q w j O m - `��P� BL OCA, 5 5 BLOCK AND LOT NUMBER 41 `L CONST. 337.1 LF 8" SDR-35 PVC Pipe @ 0.727, JI 2574 I I ��,�`� �`' yaQ 2575.49 � 2574 CONSTRUCT STANDARD VERTICAL CURB & GUTTER, SEE DE W � CONST. 306.2 LF 8" SDR-35 PVC Pipe @ 0.75% INV OUT (W) Q CDCONSTRUCT REVERSE LIP VERTICAL CURB & GUTTER, SEE 1 0 00 I I CONST. 395.9 LF 8" SDR-35 PVC Pipe @ 0.75% 2573.04 2572.94 INV IN (E) co INV OUT (W) r- MERIDIAN STANDARD STREETLIGHT TYPE 2 CO U Q 1 Q 2570.51 N 2570.61 - 2568 I @ 2.06% INV OUT (W) Q INV IN (E) M a 2568 `� I 35 pVC p1Pe = o cn C6 U cn -SS SID-SS CONSTRUCT SEWER W/ MANHOLE g" U) LLJ 3 I CONS3 2p5$ LF 2567.41 Q 2567.51 + c j W W W CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) 1 INV OUT (W) r7 INV IN (E) U j z Q - °O 2567.51 2f II 2563.08 o INV IN (N) 0 F- U � INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN U 2562 INV IN (W/EX. E) � 2562 STANDARD DRAWINGS W7 & W9 ^/ 2563.08 z Q , INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN > INV IN (W/EX. E) 0 U o 2562.98 0 Cn STANDARD DRAWING W13 ) = o EX. INV OUT (S) �i + OO INSTALL 48" 0 GRAVITY IRRIGATION MANHOLE, TYPE A o � � PER ISPWC SD-612 Q 2556 w a 2556 CONSTRUCT 2" WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W1 � o 0 IRR IRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE LINE A Q U 0 j 2550 2550 SC SERVICE CONNECTION a_ 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 15+60 16+20 16+80 17+40 18+00 Z) o SL SERVICE LENGTH r wU 00 El END INVERT z 0 0 � o - J w E O J J � Q Z U N < U) Q � u J W z W CD KEYNOTES: W U 2 � � � =) 00 LU N NON-POTABLE SERVICE CROSSING MAIN LINE, SEE WATER Plans Are Accepted For Public J � Z o NOTE 3 ON SHEET 1.0 • 0 - w O Q �lCB snAN� Street Construction oF14 m NON-POTABLE MAINLINE CROSSING, SEE WATER NOTE 2 ON p Nbfi C) 2 SHEET 1.0 By stamping and signing the improvement plans, the Registered � [E�' �j Engineer ensures the District that the plans conform to all District cp Q A3 SLEEVE SERVICE THROUGH DRAINAGE SYSTEM ' f.x policies and standards. Variances or waivers must be specifically SHEET NUMBER \/ r and previously approved by the District in writing. Acceptance of the N improvement plans by the District does not relieve the Registered �4 6" SDR-35 PVC SEWER SERVICE LINE Know what's below. .A Engineer of these responsibilities. Call before you dig. [•�� ti BY DATE C5 . 0 Q Q - ADA COUNTY HIGHWAY DISTRICT � tZ uu XREF INDEX: SCALE w CD SCALE 0 30 60 120 0 V) U LO Q w LEGEND ( FEET ) = z ww 11NCH = 60FT. W 3 F \ \ L co x \ I \ I =,�� PROPERTY BOUNDARY CO X- \ \ I oo�l =N > o x \ // I I D `` \ // RIGHT OF WAY LINE � ❑ LO X 13 \ \ — I \ \ ��'�cb/�/ EXISTING ROAD CENTERLINE c cv C11 -0 CO �h�' \ SEE SHEET C40 - V/ %/ I II \ / �`� 7 EXISTING LOT NUMBER rn ai o \ QBQ / / O co N I� � \ SEE SHEET csa I SEE SHEET C3.1 -� I I � \ � J/GIP Cl) A( x _ INSTALL 42.0 LF OF 12" I I `�I EXISTING LOT LINE STROM DRAIN ® 0.1% SSx�SSx EXISTING SEWER LINE W/ MANHOLE 12" TEE (FLG) / Q = 0 / / / S Sx �2.0'T'„W 2 2 2-12" GATE VALVES (FLGxFLG) / _ / / Wx�Wx EXISTING WATER MAIN W/ GATE VALVE N_BENWHMARKAVE 1 U) 12%8" Reducer (FLGxMJ) ,/ pNAL X ��// / / PIRRx EXISTING PIRR W/ SERVICE INSTALL 75.1 LF OF 12" / � � /` � 9 1 I I ICI C-900 PVC WATER MAIN 1 i ✓ / EXISTING STREETLIGHT REMOVE EXISTING BLOWOFF AND I I CONST. SSMH A-4 GG �O INSTALL 115.1 LF OF 12" 17+61.03 /// EXIST. ROLLED CURB, GUTTER & SIDEWALK u7� �v ^\ I0 x C-900 PVC WATER MAIN I I / „� / co EXIST. VERT. CURB, GUTTER & SIDEWALK F OF INSTALL 12%12%6" TEE (MJxMJxFLG) INSTALL 11Ya' BEND (MJxFJG) INSTALL 121.6 LF 6" GATE VALVE (FLGxMJ) © // // ��� ^ FUTURE PRESSURE IRRIGATION LINE 12%12%8" TEE (FLG)) I OF 12 C-900 � � 9.9 LF OF 6" 12" FLGxMJ ADAPTOR PVC WATER MAIN I = ICI C. PVC WATER MAIN / / EXISTING MAINLINE DRAIN 8" GATE VALVE (FLGxMJ) I I FIRE HYDRANT ASSEMBLY PER MERIDIAN 59.2 LF OF 8" C-900 PVC WATER MAIN I CITY STANDARDS / / W/ BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STDS o I 0 AIR/VACCUUM RELIEF LU k / I I / / // w o0 7 x II INSTALL 66.0 LF OF 12" / PROPERTY BOUNDARY o z C-900 PVC WATER MAIN \ / I / ~� C� RIGHT OF WAY LINE Q V) �'jl — — 0 INSTALL 358.6 LF OF 8" I�'��°'���� EXISTING ROAD CENTERLINE w w o C-900 PVC WATER MAIN / /I ��Jllt o w :z J) 7 EXISTING LOT NUMBER Orff w J cn = 2 — - - - - - - - 0 x 0 m S89 x �S8 2 2S Ji - 1i _ UJ UJ p x I� �58� 258\ � EXISTING LOT LINE Y z o N \_�_ _ cv o z o Uj INSTALL 12%12%8" TEE (FLG) — - — — — — — — — -— — —— — — —� / w w Wx v N w s EXISTING SEWER LINE W MANHOLE >Ln w X Cn 12" FLGxMJ ADAPTOR � '-'-' w 12" 11Ya' BEND (FLGxMJ) —Wx W Wx EXISTING WATER MAIN W/ GATE VALVE 8" GATE VALVE (FLGxMJ) INSTALL 8 TEE (FLG) w o 0 o N 36.1 LF OF 8" C-900 PVC WATER MAIN 8" ADAPTOR (FLGxMJ) PIRRx 1PIRRx EXISTING PIRR W/ SERVICE ap � N N W/ BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STDS 2-8 GATE VALVE (FLGxMJ) W CONTRACTOR TO COORDINATE EXISTING STREETLIGHT 0 :2 SHUTDOWN WITH SCHOOL DISTRICT W m Y Y FOR INSTALLATION OF TEE � N M o EXISTING MAINLINE DRAIN KEYNOTES. 0 EXISTING AIR/VACCUUM RELIEF N N N N ASERVICE CROSSING MAIN LINE, SEE WATER NOTE 3 ON SHEET 1.0 — - — ROAD CENTERLINE g g 2 2 oo rn Y Y 2 2 v v 2 MAINLINE CROSSING, SEE WATER NOTE 2 ON SHEET 1.0 — ROAD RIGHT OF WAY O ❑ L Q ❑ Lu 3 SLEEVE SERVICE THROUGH DRAINAGE SYSTEM INTERIOR LOT LINE w W Q w a- U) ~p co = w of _ 0 Q _j 7) (n ❑ ❑ U Q 0- (n A4 6" SDR-35 PVC SEWER SERVICE LINE BLOCK 5 5 BLOCK AND LOT NUMBER 41 U A5 INSTALL 50.4 LF OF 4" PURPLE RECLAIMED WATER MAIN. INSTALL BLOWOFF AT TERMINUS (PER CITY OF MERIDIAN STANDARDS). J CONSTRUCT STANDARD VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 Ljj II­_u7 INSTALL 19.4 LF OF 4" PURPLE RECLAIMED WATER MAIN. INSTALL�I U 6 O BLOWOFF AT TERMINUS (PER CITY OF MERIDIAN STANDARDS). CONSTRUCT REVERSE LIP VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2. z INSTALL 276.5 LF OF 15" IRRIGATION PIPELINE AT 0.267.. FROM Lu EXISTING BOX AT EAST TO NEW BOX AT BENCHMARK AVE. 0 O MERIDIAN STANDARD STREETLIGHT TYPE 1 W/LUMINARE Q Q V) Q A8SEAL PIPE TO NORTH AND REMOVE EXISTING CANAL GATE, 0 I REMOVE CANAL GATE TO EAST AND STORE BOTH FOR OWNER tZ L__j MERIDIAN 30' DAVIT POLE STREETLIGHT TYPE 1 W/LUMINARE _ Aq INSTALL 8 LF OF 15" RCP. CONNECT TO EXISTING STUB AND CONNECT TO NEW BOX. DAVIT J 10 INSTALL NEW 4' SQ. IRRIGATION BOX WITH EXPANDED STEEL TOP. —W W W CONSTRUCT SEWER W/ MANHOLE >- INV. IN/OUT 2586.75; TOP = 2590.7; INV. BOX= 2585.7 Aw CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN U U STANDARD DRAWINGS W7 & W9 Q ti /) INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W13 tZ � OINSTALL 48" 0 GRAVITY IRRIGATION MANHOLE, TYPE A CD PER ISPWC SD-612 ❑ o CONSTRUCT 2" WATER SERVICES PER CITY OF MERIDIAN STANDARD DRAWING W1 U t j IRR�IRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE Q O / J J p L___j 4 SC SERVICE CONNECTION w N O SL SERVICE LENGTH Q MO z � O w J M El END INVERT J Eo J Q N 0� Z Z ~ < O N U) Q ❑ J LL a W zwwo— � co LU M_ � o Plans Are Accepted For Public o N m Q Street Construction w o © PVhlic i:ls[)eparinii1 N 9.aN��.9.»r s. .,,, _ By stamping and signing the improvement plans, the Registered � C) [Ell �j Engineer ensures the District that the plans conform to all District �Q f.x policies and standards. Variances or waivers must be specifically SHEET NUMBER \/ 'r and previously approved by the District in writing. Acceptance of the ' improvement plans by the District does not relieve the Registered Know what's below. Engineer of these responsibilities. C5 . 1 Q Q call before you dig. [•�� — ti BY DATE ADA COUNTY HIGHWAY DISTRICT ❑ tZ uu CONST. 215.6 XREF INDEX: CONST. GIRR-4 PPE @ 0.10%ILF 24" HDPP 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 60 0 30 60 120 0 E --- :24" INV. = 2575.61 RING 2583.72 _ 24" INV. = 2575.83 > INSTALL 8" 45' BEND (MJ) N--GIRR-4 NIRR-=1Gl R - TZ ( FEET } INSTALL 28.3 LF OF 8" 2S8 ± 8 10+59.94 LEGEND 1 INCH = 60 FT. �, 3 C-900 PVC WATER MAIN `�' ¢\ / � 3 J I I PROPERTY BOUNDARY J co Q o \ CD - \ - - RIGHT OF WAY LINE \ SEE SHEET C3.2 \ 10+00 - � - u7 EXISTING ROAD CENTERLINE c cv \ \ \ M 't \ \ _ -a CO \ I N 7- EXISTING I LOT NUMBER � a� o I \ CONST. 275.0 LF 24" HDPP PIPE 0 0.10% N EXISTING LOT LINE INSTALL 8" 45' BEND (MJ) \ \I INSTALL 62.5 LF OF 8" \ -SSx�SSx EXISTING SEWER LINE W/ MANHOLE \ \ C-900 PVC WATER MAIN IJJ Qf I I I I I I I I I I I I I I I I I I Wx J �Wx EXISTING WATER MAIN W/ GATE VALVE J I INSTALL 8" FLGxMJ ADAPTOR 9+00 �pNAL F -I \ 8"x8"x8" TEE (FLG) \ N -FS I _ \2-8" GATE VALVES (FLGxMJ) \ � PIRRx EXISTING PIRR W/ SERVICE \ c7 EXISTING STREETLIGHT 6 2 \ II EXIST. ROLLED CURB, GUTTER & SIDEWALK cP��� SEE SHEET C3.2 -�© ©© 1of EXIST. VERT. CURB, GUTTER & SIDEWALK �9 F OF CONST. GIRR-200 q�T M�NG \ INSTALL 252.0 LF OF 8" ` 8+00 7+79.97 �� FUTURE PRESSURE IRRIGATION LINE C-900 PVC WATER MAIN \ RING = 2583.63 \ I \ \ \ 24" INV. = 2576.11 � EXISTING MAINLINE DRAIN \ \ \ l \ 0 AIR/VACCUUM RELIEF \ \ \ \ \ \ \ PROPERTY BOUNDARY U z o I \ \ \ \ - - RIGHT OF WAY LINE a Uj ( � 7+00 a w o w \ - - EXISTING ROAD CENTERLINE w o III INSTALL 8" GATE VALVE (MJxFLG) I IJlI 11 1 I I I I I I I I I)I M I I I I I I I W I I I I I I I I I I I I rr �, \ ,_ � � o U 8"x8%6" TEE (FLG) \ \ KEYNOTES: 0 o wCl- Q w I 8" FLGxMJ ADAPTOR �© \ \\ \ 7 EXISTING LOT NUMBER C5 a u a 6" GATE VALVE (FLGxMJ) \. CONST. 275.0 LF 24" HDPP \\ NON-POTABLE SERVICE CROSSING MAIN LINE, SEE WATER a z a w w w z w CO 16.6 LF OF 6" PIPE (� 0.10% \ NOTE 3 ON SHEET 1.0 a a a J a \ \ \ EXISTING LOT LINE C-900 PVC WATER MAIN Y cn a FIRE HYDRANT ASSEMBLY PER MERIDIAN c� \ \ NON-POTABLE MAINLINE CROSSING, SEE WATER NOTE 2 ON zo " zo 0 0 CITY STANDARDS \ o > � > > I \ \ \ \25�� SHEET 1.0 EXISTING SEWER LINE W/ MANHOLE w w Of o Ckf- L I SEE SHEET C4.2 \\ \ \ \ -Wx W�Wx \ \ --6+00 \ \\ EXISTING WATER MAIN W/ GATE VALVE o 0 0 0 0 00NST, SGJAb- I I SEE SHEET C4.2 �\\\ \\ c� I PIRRx PIRRx EXISTING PIRR W/ SERVICE o N N N 2 \ `,`sue [� ( EXISTING STREETLIGHT Z ��-- DRAINAGE SYSTEM #6, SEE SHEET C4.2 \\ \? �\ CONNECT EXISTING PIPE TO NEW IRRIGATION STRUCUTRE, m Y Y FIELD VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION. LO I 2 \\� �252S�g_ ! EXISTING MAINLINE DRAIN W zzLU N M J w I _ 0 EXISTING AIR/VACCUUM RELIEF N N = Uj I SEE SHEET C4.2 ` 5+ N N ROAD CENTERLINE g g 2i 2i � � U = I I INSTALL 301.4 LF OF 8" 25�8 � � � 4 7T Q Cn I I C-900 PVC WATER MAIN N u11 I f Tf I I I I I I I I111 I I I I I I I I I I I I I Illl I I I I I I I W I I I I I I I I I I 1111 I - - Y Y 2 2 N N CONST. GIRR-1 ROAD RIGHT OF WAY O 0 w w I ©© ©© _ ,ate , 5+00.00 Z o z � - 9 RING = 2580.81 0 Y o w o °D I \ INTERIOR LOT LINE w U 24" INV. = 2576.39 \ � o o Q J ° 7) \\ BL OCK 5 5 BLOCK AND LOT NUMBER _j N r \ \ ? SEE SHEET C3.2 CONST. QB \\ \\ CONSTRUCT STANDARD VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 W � INSTALL 8" GATE VALVE (MJxFLG) - \ \ U e0 I 8%8%6" TEE (FLG) _ SHEETSEE ��� \ \ CONSTRUCT REVERSE LIP VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2. 8" GATE FLGxMJ ADAPTORCONST _ _ LU CO o �\ I 6" GATE VALVE (FLGxMJ) SHEETS / //�/'= __ 2584 r MERIDIAN STANDARD STREETLIGHT TYPE 2 Q Q (n � 13.4 LF OF 6' �87 � DRAINAGE SYSTEM #4, SEE SHEET C4.2 \ © II I�r�� > > I I I U 1 Q C-900 PVC WATER MAIN I U) = J r FIRE HYDRANT ASSEMBLY PER MERIDIAN - \ 06 I I I I I CITY STANDARDS _ ,258�5 SS S�SS CONSTRUCT SEWER W/ MANHOLE / - - _ C SD SD SD \ I I W W �/t/ CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) CONST, SGIJ5 Cn > I I SEE SHEET C4.1 - - - - - - - \ I 1 I - - I \ I I I I I D" INSTALL FIRE HYDRANT W/ VALVE PER CITY OF MERIDIAN UCONST, III II I STANDARD DRAWINGS W7 & W9 SEE> I INSTALL 296.3 LF OF 8" _ � �� ©© I I INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN U I 1�-900 PVC WATER MAIN - - _ 1111111111 III I I STANDARD DRAWING W13 � - , I N� DRAINAGE SYSTEM #5, SEE SHEET C4.2 INSTALL 52.2 LF OF 12" 0 '� I I STORM DRAIN @ 0.1% QBft \ i I INSTALL C 0 GRAVITY IRRIGATION MANHOLE, TYPE A \CJ I PER ISPWC SD-612 �� SEE SHEET C3.2 \ \ I I CONSTRUCT 2" WATER SERVICES PER CITY OF MERIDIAN \� I I STANDARD DRAWING W1 I I C� \ I \\ I I I I IRR�IRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE Li I X i \\ i - - - I i I I W p °D 12583 I I I� Sc SERVICE CONNECTION i I \ I I I �I I SL SERVICE LENGTH z U \ I I I El END INVERT 2E \ - \ \ / \'2584 \\ w I Q U) o I /I �� I I I I �� I I I J m I I ����\ I I Q LL 6� C�! J of I / I / \ � \ \ I III J Q o I _ W o 12"Vy 12"W 'T 12"W 12"W 12"W g W -- _ $.,W - - - - - - _�� I _ w CD z Iz 5-- --SS-+ UTILITIES IN ROADWAY o o - - - $W �ry � `I W 00 ffmSEE SHEET C5.0 SS ;ASS Iss �$ SS SS ± S = •� _ u I Plans Are Accepted For Public ` M Z o N p SD-��o a I 1 Q U o Q - _ _ _ _ - - \\ �lC snAN� Street Construction Q , co o / - 0 `uh s[)e of N / \ I P it O � / / \ I 9.=N.,",�•9.><»...„s• =A=•= By stamping and signing the improvement plans, the Registered � / I 1 �n,D 0 1 �j �' �j Engineer ensures the District that the plans conform to all District ��ti / r� �t�; 'r',^ r� I I f,�, policies and standards. Variances or waivers must be specifically SHEET NUMBER l ^ J N r and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered UTILITIES IN ROADWAY Know what's below. .A Engineer of these responsibilities. .. /i, \ Y Call before ou di ■ BY DATE C5 .2 - SEE SHEET C5.1 �\ Y g• �� - - ADA COUNTY HIGHWAY DISTRICT uu XREF INDEX: __-- - _ _ UNION PACIFIC RAILROAD 2573-_=_= - ___- - - - - - - - _ - - __ ___---_____ _ -- _ CONST. 77.° --===--- -2572 == z-===- -_= � IE SCALE E 60 0 30 60 120 0 3 X - \ -� DRAINAGE SYSTEM #7, SEE SHEET C4.3 III I ��I �- 0 � \ �-DRAINAGE SYSTEM #8, SEE SHEET C4.3 CONST, CBS \ ( FEET ) \ DETENTION BASIN/DRAINAGE S SEE SHEET C3.3 INSTALL 8" MJxFLG ADAPTOR I III LEGEND z 8%8"x6" TEE (FLG) Willa t � \ 1 INCH = 60 FT. / f L `'s>- -8" GATE VALVE (FLGxMJ) ;I;�;I 2581, � � \ 6" GATE VALVE (FLGxMJ) "'i`"� c� \ _ �` 30.0 LF OF 6" �)III PROPERTY BOUNDARY CO o - SEE �� C3.3 -rt C-900 PVC WATER MAIN KEYNOTES. INSTALL 55.1 LF OF 12" NSL INSTALL 61.1 LF OF 12" FIRE HYDRANT ASSEMBLY PER MERIDIAN I - - RIGHT OF WAY LINE L 0 � o SEE SHEET C3.3 /STORM DRAIN C� 3.9% CITY STANDARDS IIII \\ - `3 - STORM DRAIN 0 0.1% INSTALL 8" 45' BEND (MJ) O I�i I 5 LF OF 4" ROOF DRAIN, IE = 2574.3. SEE MECHANICAL � _ 4 A EXISTING ROAD CENTERLINE c N P J I I l PLANS FOR CONTINUATION INSIDE BUILDING INSTALL 28.3 LF OF 8" INSTALL 205.1 LF OF 8" G� I I I 1 \ M C-900 PVC WATER MAIN _ C-900 PVC WATER MAIN - II IIII AB15 LF OF 4" ROOF DRAIN, IE = 2574.3. SEE MECHANICAL PLANS FOR INSTALL 290.0 LF OF 8" � \ _ _ o L co �j �I-a I - - CONTINUATION INSIDE BUILDING 7 EXISTING LOT NUMBER 0 N C-900 PVC WATER MAIN- V�I � INSTALL 8" 45' BEND (MJ) / $W $W $W + 25 LF OF 6' SEWER SERVICE, IE = 2572.8. SEE MECHANICAL PLANS /� - - - - - - - - - - - - - � - - - - - - - - A� - - - - - - - � I � - - - Ac FOR CONTINUATION INSIDE BUILDING EXISTING LOT LINE INSTALL 160.4 LF OF 12" I INSTALL 53.1 LF OF 8' - _ e e e e e e I III III \ -SSx SSx C-900 PVC WATER MAIN I eu_u_u_U_ I EXISTING SEWER LINE W/ MANHOLE STORM DRAIN 0 0.1 oe - \ u �I IIII III \\ Wx CONST. SSMH-C3 ' ' ' ' ' ' • ' ' ' ' ' 0 �� I I Wx EXISTING WATER MAIN W/ GATE VALVE co INSTALL 8"x8"x6" TEE (MJxMJxFLG) L 13+17.53 (PRIVATE) / I I° , KEYNOTES. PIRRx \ANAL 6 �y / _ INSTALL 2" METER AND I , EXISTING PIRR W/ SERVICE t`S 6" GATE VALVE (FLGxMJ) - / W T=- 6 ST� 74.23 --FS- FS 55.0 LF OF 2"-- S FS NON-POTABLE SERVICE CROSSING MAIN LINE, SEE WATER O 19W E OF 6" F ;�LLL WATER SERVICE LINE 1 NOTE 3 ON SHEET 1.0 [� EXISTING STREETLIGHT a \ C-900 PVC WATER MAIN t FIRE HYDRANT ASSEMBLY PER MERIDIAN I 0 4 4 SEE MECHANICAL PLANS I I \ NON-POTABLE MAINLINE CROSSING, SEE WATER NOTE 2 ON 62 II o / o CITY STANDARDS 9.1 LF OF 6" 4.23 L FOR CONTINUATION, III I \ Z& SHEET 1.0 EXIST. ROLLED CURB, GUTTER & SIDEWALK cn� / \ I� ROOF DRAIN ® 0.5% B 1-1 i II I \ \ 9 WQP t7RD i I.E. 2572.80 h m I RD N I I \ EXIST. VERT. CURB, GUTTER & SIDEWALK �q 0 F t` Rp 2 i SCONS .L. 25.8' I I II \ \Q � �T M M�N�' C I S.C. 13+12.53 e u n Ino Ino IFF / I III I I \\ a FUTURE PRESSURE IRRIGATION LINE II / � I�/ I SEE SHEET C3.3 I 13+00 II INSTALL 181.5 LF OF 12" -I ' 0 72.22 UROOF DRAINS@ 0.55%4 II I ROOF DRAIN @ 0.1% - INV. I EXISTING MAINLINE DRAIN II - II I SEE SEWER PROFILE, SHEET C5.4 A 73.83 o I I w I 4 4 4 Z II I ? B I \ 0 AIR/VACCUUM RELIEF J INSTALL 80.0 LF OF 6" II I II / ROOF DRAIN @ 0.5% 0 I { p p p p / c Uj z w 11 _ \ CONST. SSMH-C2 I'lll'I PROPERTY BOUNDARY o 11 - / \ 1 12+00.22 (PRIVATE) INSTALL 80.0 LF OF 6" I I 1 INSTALL 239.6 LF OF 12" iT iT - - RIGHT OF WAY LINE a m STORM DRAIN 0.1% / _ INSTALL 313.3 LF OF 8" 980 o ROOF DRAIN ® 0.5% I o z Ihi / C-900 PVC WATER MAIN 12 00 I - - � z_ Uj II III I / I I B 73.4 I I J 17 EXISTING ROAD CENTERLINE II III I / 1 A - IN � Uj of i d 0D - 72.62 I \ I I 7 EXISTING LOT NUMBER a CY z a _ `1 J �Y w a a A III I = cCn E: �2577L I I EXISTING LOT LINE U) ��„ z Z I � C3.3 - PRUFOv�� BUILDING INSTALL 85.3 LF OF 8" I j1 \ zo 0 0 II I I - EXISTING SEWER LINE W/ MANHOLE w W X � w 11 I Fn 57 73.05 FF=2578.80 ROOF DRAIN ® 0.5% N w INSTALL 8" MJxFLG ADAPTOR 1 INV. ra ,I I�11 4 L tY �' � II _ e SEE SHEET C4.2 EXISTING WATER MAIN W/ GATE VALVE II 1 8"x8"x6" TEE (FLG) L - A III 8" GATE VALVE (FLGxMJ) �11+00 A 73.00 CONST, S -Wx W�Wx II �� 6" GATE VALVE (FLGxMJ) CD r BV INSTALL 43.2 LF OF 12 SEE SHEET C4.2 1 � � o w 13.4 LF OF 6" I- J ROOF DRAIN ® 0.5% _ i I•i-•r--• I / Ih' 11 C-900 PVC WATER MAIN PIRRx PIRRx a EXISTING PIRR W SERVICE Q � N N N INSTALL 83.3 LF OF 4" - II / FIRE HYDRANT ASSEMBLY PER MERIDIAN I ROOF DRAIN 0.5% a I Z CITY STANDARDS -1 !- � m Y INSTALL 187.3 LF OF 12" 1 1 4 N EXISTING STREETLIGHT � � ROOF DRAIN Q 0.1% Y I.E. 2572.80 II �+ S.L. 25.0' R R RD - FLU U w 0 N M \� I �\ S.C. 10+35.58 9� u `� ft t Z EXISTING MAINLINE DRAIN z A 20.0 C INV. I 1 I I i i J INSTALL 40.1 LF OF 8 �_ = w I A B ROOF DRAIN ® 1.5% CONST I U = 0 EXISTING AIR/VACCUUM RELIEF N N \ _S 10+00 0 73.41 SEE SHEET C4.2 \ INSTALL 247.7 LF OF 8" I m 73.47 �Yu 1 V. u 0 e - - - ROAD CENTERLINE g g INSTALL 236.3 LF OF 12" \ -C-900 PVC WATER MAIN INV. I Q Y Y N N STORM DRAIN 00.1 \ INSTALL 79.0 LF OF 6" LU ROOF DRAIN ® 0.5% - SHEET C4.2 Q Q Q LU - - ROAD RIGHT OF WAY Z 0 LU o o 1 Q i '�''-' Uj U� - z z w > a o 73.86 INSTALL 79.0 LF OF 6" I INTERIOR LOT LINE w U 0 w o r*i SEE SEWER PROFILE, SHEET C5.4 rY ° A 'I AA i e ROOF DRAIN 0.5% 0 ~ II �sIIIIW���� ������������CLJ��I. I I.I w cn a w e cn O m \ I z �' B FOR STORM DRAIN CONTINUATION, U) 0 U Q J 0- U) 3 8 SEE SHEET 4.2 BL OCK 5 5 BLOCK AND LOT NUMBER II I \ I � \ I F� I I a u L=1 0 0 \ I 9+00 ° INSTALL 84.5 LF OF 4" C \ I it ° �` ROOF DRAIN ® 0.5% I - CONSTRUCT STANDARD VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 W I I I \ INSTALL 84.5 LF OF 8" - ? I� I SEE SHEET C3.3 \ i o ROOF DRAIN ® 0.5% e u Moot III II CONSTRUCT REVERSE LIP VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2. o' ? \ I � � 74.28 I IIIII / UjC0 p SEE SHE C3.3 _ \ m \ I = INV B i��a1/ I IIII II MERIDIAN STANDARD STREETLIGHT TYPE 2 U Q tL a -oil Im l II \ I I ,� A \� e a o out I i IIII II / U' II- I I - - \ N+/ 1 CONST. SSMH-Cl I IIII II // -SS S�SS CONSTRUCT SEWER W/ MANHOLE I A L 8+00.22 (PRIVATE) i I I Illlr �` Uj 3 I� INSTALL 8" MJxFLG ADAPTOR 180 \ \ I I J -0 INSTALL 33.5 LF OF 12" g" GATE V 6" TEE (FLG) 8 00IIII III I/ W W t/t/ CONSTRUCT C-900 WATER MAIN (SIZE AS SHOWN) U) STORM DRAIN ® 0.1% \ \ IIII v ow� INSTALL FIRE HYDRANT W VALVE PER CITY OF MERIDIAN I II II 6" GATE VALVE (FLGxMJ) I IIII `J U I I II 13.4 LF OF 6" �n \ � I III STANDARD DRAWINGS W7 & W9 C-900 PVC WATER MAIN \ \ IIII II FIRE HYDRANT ASSEMBLY PER MERIDIAN �1 00 \ \ IIIIII I ❑-�❑ INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN Q U I I CITY STANDARDS \ \ \ \ STANDARD DRAWING W13 0 I All SEE SEWER PROFILE, SHEET C5.4 12.0 \ \ \ \ i ilillll I - - tZ �' I INSTALL 165.5 LF OF 8" INSTALL 48" 0 GRAVITY IRRIGATION MANHOLE, TYPE A 0 3 I II C-900 PVC WATER MAIN I PER ISPWC SD-612 m \ - INSTALL 45' BEND I 70 \ \ \\ \ 0. \ I IIIIIII I CONSTRUCT 2" WATER SERVICES PER CITY OF MERIDIAN � / \ I - - \ I IIIIII STANDARD DRAWING W1 U) 0 X INSTALL 42.4 LF OF 8" '- a o o-SID - \ I IIIIUj \ C-900 PVC WATER MAIN �� 11/i IIiII IRR IRR CONSTRUCT PRESSURE IRRIGATION LINE W/SERVICE � H i - - INSTALL 45' BEND / ~O t j INSTALL 94.4 LF OF 8" / SEE SHEET C4.1 DRAINAGE SYSTEM #9, SEE SHEET C4.1 \ I II i \ ° SC SERVICE CONNECTION � / I I I C-900 PVC WATER MAIN / � \ I I \ SL SERVICE LENGTH z INSTALL 12"x12"x8" TEE (MJxMJxFLG) � / \ \ I I III \ w U \I I I- 8" GATE VALVE (FLGxMJ) / \ \ I I II I \ 00 I I I \ IIII \ j El END INVERT Q m a l l l l l I 6+00 / \ ( I I I I // JUj E \ I I - - - -� - - - - - - - - / / III � QLL o I \ I 20.o CONST. SSMH-Al/ / // IIII /// �/ a Z o Z o N - I \ 5+00.00 // / / I i I III/ / ~ ~ Q Q - I I J I� / / J � � o _j , 12"W 1 i 12„W 1 - Q O J A 12 12,.W 12"W - I I / 12 W Z w_ - - ` / I cAL 2577- - - - co w O m SS S SS �S- - 5+00 SS-SS-SS-SS�-SS I SS SS S SS �\/ IL D SS S W ir w r Z °° N o _ _ _ Plans Are Accepted For Public Q o Q L - - _-J I I , Street Construction w• '� sn �- U) Q p o m C) 31481- 3/A I / °Nu°°°90 ^°° By stamping and signing the improvement plans, the Registered 4 Q I / I f r r 2 I �' �■ Engineer ensures the District that the plans conform to all District \ / /I I �I ti policies and standards. Variances or waivers must be specifically SHEET NUMBER �/ I - - - - 2578 / I '` - / I # �`�4b r and previously approved by the District in writing. Acceptance of the N I „• f .• I q improvement plans by the District does not relieve the Registered ,4 �a i I _ `, • I I I / Know what's below. .A Engineer of these responsibilities. \ - / '' ' /'I II 1 / C11I before OU dl ■ ti BY DATE C5 . 3 a a / II I �� �� ADA COUNTY HIGHWAY DISTRICT I / IIII uu E 0 O U LO N > - Z U) N 3 (6 CD m G7 V V 1 j ❑-0 ' ' I Q — — — — I I I CCD D I I I I I I �Q X I I o SD - SD e SD a SD i i N - LO � c cv tjTLq) u W —[z 1000 II � - � M CD 0 co I I I I I (0 C\� II I I I I I I Z) LL— l i I �pNAL F ILI _ I I I � � IF - 0- SL 54418 C , I SL 54420 C _ 862 A1212"W 12"W , - i N ao 1�„W 12"W 1 � 12"W 12"W —12"W - - - 1 12"W 12"W 12"W 8"W - ��- ^QQ EX-SL 54416 a i- ( — — RED-SMIT1 � — - - - - - - - - - - - - - - $„W - - - - - - - - ,- - q�T F�NG�`� D D 1 SD SD SL 4419 C I ��i - dI I .. ; �\ SL 54421 C - - - - - - - - T 1 I SL 54422 C 1 , Ia Aa I I •. I I I x Q Ld r777�' I I I a. 0 m I I I = w A I I I uj x z N I j0 m 2 a I I 1 Z Q o `� 1 I W Q 2 3 I 0 I Ix 4 w � \� 11 10 SL 54423 C55 Q N I Z 23- O Z m ��\ I N N -------------------B�gCK 1 00 rn rn - I 2 4 4 ------_ STREETLIGHTS WILL BE LOCATED o 0 o w Z w ---------- ---------------------��� I = ON TRAFFIC SIGNAL AS WELL. Z Z o o o 3/d - 3/d — 3/d - /d l IR W O IR C RR-W W (n Q 2 L 54671 .C o o = Q J -1 7) —EX-S GHT Gx RfSL 54670 C-IR Gx IRR Gx Gx IRR GL 54699�CiR tGx GR Gx IRR Gx GXIRR Gx x I R GxGIRI�G GIR^�—GIRF�GIRR—SL 54698 C— Gx U =- / - - - - - t/ttx_ - - -Wx �Vthc--- HVx- - �n �w - D D Gx Gx cox x ' DA _ OHPx 0 Wx Wx Wx Wx Wx Wx Wx Wx Wx x N 89'12'50" W 246.31' w WxWxWxWx W Wx Wx Wx Wx Wx Wx Wx Wx a a OI0 0,00 SDx x SDx SDx SDx SDx SDx SDx x x - - 3Dx D x x - -SDx- x S x Dx U) FRANKLIN ROAD SDx D SDx SDx SDx SDx - SDx sDX -SDx Z U RR PIRRx PIRRx f'�IRRz - - -w�{ - - - �IR1 2�Ir� - - �1 x-A�Id- � FRANKLIN ROAD w z H �R�x PIRRx PIRRx PIRRx PIRRx PIRRx PIRRx PIRRx PIRRx PIRRx PIRRx PIRRx PIRRx PIRRx PIRRx PIRRx PIRRx PIRRx PIRRx- Q Q x- ��3x - - -5 =SS�c- —PIRRx IR U O SSx SSx SSx SSx SSx S SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx S SSx SSx SSx SSx SSx SSx SSx SSx 0 (n Q u x cn co W 3 J � � J H cn c I u / EXISTING LOT LINE LEGEND Q-j EXISTING SEWER LINE W/ MANHOLE Li- to c —Wx W Wx EXISTING WATER MAIN W/ GATE VALVE 0 PROPERTY BOUNDARY - - PIRRx PIRRx— EXISTING PIRR W/ SERVICE RIGHT OF WAY LINE 7 EXISTING STREETLIGHT — EXISTING ROAD CENTERLINE Ld U d 7 EXISTING LOT NUMBER EXISTING MAINLINE DRAIN �1 J O L.L J SCALE U) O 0 EXISTING AIR/VACCUUM RELIEF 4 r ' EXISTING LOT LINE 60 0 30 60 120 v w00 U — — ROAD CENTERLINE Z 0 —SSx SSx EXISTING SEWER LINE W/ MANHOLE � m — — ROAD RIGHT OF WAY FEET J J 01 Wx�Wx EXISTING WATER MAIN W/ GATE VALVE 1 INCH = 60 FT. = Q LL N PIRRx� EXISTING PIRR W/ SERVICE INTERIOR LOT LINE ZQ Q 0) j EXISTING STREETLIGHT BLOCK 5 5 BLOCK AND LOT NUMBER J U Q J EXIST. ROLLED CURB, GUTTER & SIDEWALK 0 w z w W CD CONSTRUCT STANDARD VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 CCco EXIST. VERT. CURB, GUTTER & SIDEWALK W G 2 i D CONSTRUCT REVERSE LIP VERTICAL CURB & GUTTER, SEE DETAIL, SHEET 2.0 W M Z N O - - - FUTURE PRESSURE IRRIGATION LINE in Q w O N a MERIDIAN STANDARD STREETLIGHT TYPE 1 W/LUMINARE Q Q p CO N EXISTING MAINLINE DRAIN • O MERIDIAN 30' DAVIT POLE STREETLIGHT TYPE 1 W/LUMINARE \Q 0 AIR/VACCUUM RELIEF UT �� SHEET NUMBER Know what's below. ?, C6 . 0 Call before you dig. 0 . u u