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HomeMy WebLinkAboutConstruction Drawings O N • U N 0 i z 0 L S U �� k,� yo o w-, KnowCall before oa dig. THE OAKS NORTH SUBDIVISION NO 13 L o o j Tof ¢ z CALL 2 BUSINESS DAYS IN 0 s�yo�d ADVANCE BEFORE YOU DIG, GRADE,OR EXCAVATE FOR THE Q MARKING OF UNDERGROUND o MEMBER UTILITIESMERIDIAN IDAHO z GENERAL CONSTRUCTION (CITY OF MERIDIANS ROADWAY (ACHD 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND ANY ADDENDUMS , MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND THE ACHD _ W. CHINDEN BLIND. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE Z ( ) ( ) DISTRICT. SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. THE OAKS NORTH W 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD AND ACHD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION f CONSTRUCTION (AVAILABLE ON THE WEBSITES). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER i SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. Z SUBDIVISION NO. 1� 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND MUST BE SCHEDULED A MINIMUM OF N UNTIL THE SITUATION IS RESOLVED. WESMRIDGE �E a 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN AND ACHD ON SITE AT ALL TIMES. SUBDIWSiON 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. I. 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR a Z 000 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. N �I, SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. W p 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL TWENTY FOUR (24) HOUR PRIOR NOTICE. THE OAKS BE TACKED WITH EMULSION PRIOR TO PAVING. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. NORTH THE OAKS 70 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. c Z 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK v � ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE SUBDIVISION NORTH >. c O No. 1. N0. 9 SUBDIVISION �j WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. W ui O 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK > .4 O 0 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF 77� I [T7[:jNo. 11 IMPROVEMENTS. m O ' CONCRETE; (D) PLACING OF ASPHALT PAVING. JUMP CREEK ±' (D N �� SUBDIOSION NO. 3 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION wo � ±' q 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH THE OAKS NORTH THE OAKS NORTH BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. U U E ap INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED SUBDIVISION NO. 12 SUBDIVISION N0. 6 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD U 0 CONSTRUCTION PLANS. INSPECTOR. W 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. u Z V) 2: ~ 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ISPWC. Z W p 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS I 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD (�D Z >, DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED, IN WRITING, FROM THE CITY ENGINEER. j THE OAKS THE OAKS NORTH DRAWINGS: (CURRENT EDITION) Q N 12. THE EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS HAVE BEEN LOCATED BY TOPOGRAPHIC SURVEY OR AVAILABLE RECORD INFORMATION AND ARE SHOWN IN THEIR I GEM NORTH J t APPROXIMATE LOCATION FOR REFERENCE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, ELEVATION, SIZE, AND MATERIAL TYPE OF ALL EXISTING UTILITIES WITHIN THE INNOVATION THE OAKS NORTH SUBDIVISION NO. 3 JUMP CREEK A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801, AND SECTIONS AS SHOWN ON ROADWAY DETAIL SHEET. a PROJECT LIMITS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES CAUSED BY FAILURE TO LOCATE, INACTIVATE, ABANDON, OR I SCHOOL SUBDIVISION SUBDIVISION N0. 8 SUBDII/ISION NO. 2 B. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. PRESERVE EXISTING UTILITIES. NO. 10 _E 1111 _7 - /�/ C. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. V. 0 WATER (CITY OF MERIDIANS p I I D. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. Z r 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS j BM #1 I V E. PEDESTRIAN RAMPS ISPWC SD-712A AND ACHD SUPPLEMENT TO ISPWC SD-712G. W AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. V F. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. n W 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. G. STANDARD CATCH MANHOLE, ISPWC SD-611. ( (�/ Z WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL p 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES ' I = 5 BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY Z THE OAKS NORTH W (IDAPA 58.01.16). THE OAKS NORTH SUBDIVISION N0 4 NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR Z .SUBDIVISION N0. 2 14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY THEIR RESPECTIVE CONTRACTORS. ALL A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN OAKWIND ESTATES = REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE 0- z ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). FURNISHED BY THE PIPE CONTRACTORS FOR PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, C Y 3 SUBDIVISION THE OAKS NORTH THE MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR CONCRETE COLLARS AROUND SANITARY Y 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA swALEs). SUBDIVISION N0. 7 o COUNTY HIGHWAY DISTRICT SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO POURING 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE CONCRETE COLLARS. INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. THE OAKS NORTH THE OAKS NORTH 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. SEWER (CITY OF MERIDIAN) SUBDIVISION N0. 1 SUBDIVISION NO. 5 16. CONTRACTOR SHALL INSURE PEDESTRIAN FACILITIES ARE CONSTRUCTED IN COMPLIANCE WITH ADA STANDARDS. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. PAVEMENT REPAIR FROM UTILITY WORK (ACHD) 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. __ 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL W. MCM/LLAN ROAD CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES BM #2 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY (IDAPA 58.01.16). EQUIPMENT DURING TRENCHING OPERATIONS. zo 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). VICINITY MAP ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. Li 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, SCALE: 1"=500' 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET DRAINAGE SWALES). LOCATED IN S 1/2 OF SECTION 28 TOWNSHIP 4 COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. NORTH, RANGE 1 WEST, B.M. 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. A TO MERIDIAN, ADA COUNTY, IDAHO ALL S R W(CITY OF MERTHE P BLI ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR 1.ROADWAY STORM DRAIN ACHD 0 �) U J (24) HOURS PRIOR TO ANY CONSTRUCTION. 1. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER, SEWER, OR IRRIGATION PIPE. ALL 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. SHEET INDEX PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME THE PAVEMENT AND CONCRETE IS REMOVED. ui m 3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT 1 OF 17 C1.1 COVER SHEET 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION 2.2, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION a POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY, AND PREVIOUSLY, APPROVED IN WRITING BY THE DISTRICT. 2 OF 17 C2.1 EXISTING CONDITIONS AND SITE DEMOLITION PLAN DRAWINGS. w 3 OF 17 C3.1 OVERALL GRADING PLAN o w Q 4. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS 4 OF 17 C4.1 STREET PLAN AND PROFILE - W RIVER OAKS DR 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3, SECTION 3.4. in a a CLAIM FOR ADDITIONAL COMPENSATION. 5 OF 17 C4.2 STREET PLAN AND PROFILE - W RIVER OAKS DR & W RIVER OAKS CT 4. ALL CATCH BASINS SHALL HAVE A ONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. 6� 5. INSPECTION OF WORK WITHIN THE RIGHTS-OF-WAY SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT 6 OF 17 C4.3 STREET PLAN AND PROFILE - N OAKSTONE AVE 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT TO ISPWC STANDARD DRAWING NO. CA w ACHD INSPECTION SERVICES AT 387-6284. 7 OF 17 C4.4 ROADWAY AND INTERSECTION DETAILS SD-601 TYPE 1, SD-609 TYPE 1 OR STANDARD DRAWING NO. SD-604A TYPE IV, SD-609 TYPE I. o Q 8 OF 17 C5.1 DRAINAGE DETAILS 0 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 9 OF 17 C6.1 OVERALL UTILITY PLAN O 00 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, AND BETWEEN STORM DRAINS AND WATER o 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP 10 OF 17 C6.2 SEWER AND WATER PLAN AND PROFILE - W RIVER OAKS DR LINES. SEE SEWER NOTE NO. 12. WORK ORDER AND POSSIBLE TERMINATION. 11 OF 17 C6.3 SEWER AND WATER PLAN AND PROFILE - W RIVER OAKS DR & W RIVER OAKS CT 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD-611. 0 w 0 8. ALL MANHOLES AND BOX STRUCTURES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. 12 OF 17 C6.4 SEWER AND WATER PLAN AND PROFILE - W RIVER OAKS CT 13 OF 17 C6.5 SEWER AND WATER PLAN AND PROFILE - N OAKSTONE AVE 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX (6) INCH LAYERS AS PER ISPWC TYPICAL TRENCH 0 9. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. 14 OF 17 C7.1 PRESSURE IRRIGATION PLAN DETAIL, DRAWING NO. SD-301. co 10. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ISPWC. 15 OF 17 C8.1 STREET LIGHTING AND SIGNAGE PLAN 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE INSTALLED WATER TIGHT. O 11. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHTS-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL 16 OF 17 C9.1 GRAVITY IRRIGATION PLAN & PROFILE - N BLACK CAT RD 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. _ FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED 17 OF 17 C10.1 N BLACK CAT ROAD WIDENING Q FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). ABBREVIATIONS LEGEND o 12. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. MAJOR EARTHWORK CB CATCH BASIN EXISTING CONTOURS PRESSURIZED IRRIGATION IRRIGATION (CITY OF MERIDIANS CL CENTER LINE MINOR -------- SURVEY CONTROL SEWER & WATER 1. EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ISPWC AND THE RECOMMENDATIONS PROVIDED IN THE z o GEOTHECHNICAL ENGINEERING REPORT FOR OAKS NORTH SUBDIVISION PREPARED BY MATERIALS TESTING AND INSPECTION, DATED 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. EC EXISTING GROUND MAJOR HORIZONTAL DATUM: NAD 83 (ADJUSTED TO THE ADA CITY OF MERIDIAN JULY 20, 2018. U 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE EG FINISH GRADE PROPOSED CONTOURS COUNTY H.A.R.N. SURVEY) 33 EAST BROADWAY AVENUE U APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. MINOR VERTICAL DATUM: NAD 88 MERIDIAN, IDAHO 83642 2. CONTRACTOR IS RESPONSIBLE FOR DUST, EROSION, AND SEDIMENT CONTROL DURING CONSTRUCTION. Q J GB GRADE BREAK PHONE: (208) 887-2211 PRESSURE IRRIGATION GI GRAVITY IRRIGATION +2532.35 FG ELEVATION BM 1 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 (HORIZONTAL:VERTICAL) UNLESS OTHERWISE SHOWN ON THESE PLANS. O Q C/) GWE GROUND WATER ELEVATION ELEVATION = 2529.26 N: 724506.8 Lli e"W PROPOSED 8" WATER MAIN 5/8" REBAR PLS7729 E: 2433987.9 DEVELOPER W 0 Z Q � 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF HP HIGH POINT TWO-AND-ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL -w w-W-W- PROPOSED WATER SERVICE LINE TOLL SOUTHWEST LLC = Z IRR IRRIGATION 0 CROSSINGS PRIOR TO BACKFILLING. ro PROPOSED SINGLE WATER SERVICE BM 2 ADAM CAPELL ISPWC IDAHO STANDARDS FOR PUBLIC ELEVATION = 2543.36 N: 72313.07 3103 W. SHERYL DRIVE, SUITE 100 0 � 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF WORKS CONSTRUCTION PROPOSED DOUBLE WATER SERVICE BRASS CAP E: 2438785.1 MERIDIAN, IDAHO 83642 co TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL MAX MAXIMUM • PROPOSED FIRE HYDRANT acapell®tollbrothers.com SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) MIN MINIMUM N PHONE: (208) 424-0020 LJ__I Q � AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). PROPOSED WATER VALVE ROADWAYS z PC POINT OF CURVE 2 PROPOSED WATER BLOW OFF ADA COUNTY HIGHWAY DISTRICT > 0 > 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS PCC POINT OF COMPOUND CURVE 0 Q >e•ss PROPOSED SANITARY SEWER MAIN 1301 NORTH ORCHARD STREET, ENGINEER 0 NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING PIRR/PI PRESSURIZED IRRIGATION SUITE 200 U w 0 SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF -s-s-s-s- PROPOSED SANITARY SEWER SERVICE LINE ESE CONSULTANTS, INC. PT POINT OF TANGENCY BOISE, IDAHO 83706 N THE WASTEWATER RULES (IDAPA 58.01.16). MARK ZARNOWSKY, P.E. LLJ SD STORM DRAIN O PROPOSED 48" SANITARY SEWER MANHOLE PHONE: (208) 387-6100 3103 W. SHERYL DRIVE, SUITE 100 0 a PROPOSED SANITARY SEWER CLEANOUT MERIDIAN, IDAHO 83642 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER-UNSAFE WATER OR SS SANITARY SEWER w mzarnowsky®eseconsultonts.com Z NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP SDMH STORM DRAIN MANHOLE •'M epi PROPOSED 4" PRESSURE IRRIGATION LINE PRESSURE IRRIGATION PHONE: (208) 955-6555 � OF THE PIPE. SSMH SANITARY SEWER MANHOLE M e•Pi PROPOSED 6" PRESSURE IRRIGATION LINE THE OAKS NORTH HOA 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. 4P 4�P� EXISTING 4" PRESSURE IRRIGATION LINE 3103 W. SHERYL DRIVE o STA STATION TVC TOP VERTICAL CURB s-Pi s'Pi EXISTING 6" PRESSURE IRRIGATION LINE MERIDIAN, IDAHO 83642 SURVEYOR � 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE VALVES AND BOXES ARE TO PHONE: (208) 424-0020 LAND SOLUTIONS cc BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. TRC TOP ROLLED CURB PROPOSED PRESSURE IRRIGATION SERVICE W CLI VOL VOLUME N PROPOSED PRESSURE IRRIGATION VALVE 231 EN W. HANSEN (n 7. CONTRACTOR TO PROVIDE AND INSTALL 2-WIRE CONTROL CABLE IN THE PRESSURE IRRIGATION MAIN TRENCH TWO INCHES BELOW THE PIPE. CONTROL CABLE SHALL RUN POWER 31 E. 5TH ST., STE. A FROM THE CONTROLLER LOCATION TO EACH COMMON LOT SERVICE LOCATION. PROVIDE A 24" LONG CONTROL CABLE LOOP IN THE COMMON LOT VALVE BOX. INSTALL W WATER � EXISTING PRESSURE IRRIGATION SERVICE MERIDIAN. ID 83642 IDAHO POWER CO. wwwdondsolutions.biz o CONTROL CABLE THROUGH A DEDICATED SLEEVE UNDER ALL PAVED AREAS. ALL CABLE SPLICES SHALL BE MADE IN VALVE BOXES WITH WATERPROOF CONNECTORS. WSE WATER SURFACE ELEVATION ® EXISTING PRESSURE IRRIGATION VALVE DATE: SCALE: 1 COORDINATE THE 2-WIRE CONTROL CABLE INSTALLATION WITH THE DEVELOPER. 12 SW. IDAHO PHONE: (208) 288-2040 08/09/23 AS NOTED � +2•d PROPOSED 12" GRAVITY IRRIGATION LINE 1221 W. IDAHO STREET C0 8. THE ENGINEER OF RECORD SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH 15•a PROPOSED 15" GRAVITY IRRIGATION LINE BOISE, IDAHO 83702 DESIGN: DRAWN: 208 THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. PHONE: ( ) 388-2323 MRZ KLP o ,i EXISTING GRAVITY IRRIGATION LINE _ ,� JOB NO.: FILE NAME: Q 9. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED FIFTY (150) POUNDS PER SQUARE INCH (PSI) WITH ALLOWABLE LOSSES IN ACCORDANCE WITH THE ISPWC. EXISTING GRAVITY IRRIGATION MANHOLE IRRIGATION DISTRICT ' �( roinrr 4468 468-S-TITLE-PH1 PROPOSED STREET LIGHT """` C/� 10. PRESSURE IRRIGATION VALVES SHALL NOT BE PLACED IN CURBING, VALLEY GUTTERS, OR SIDEWALKS. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL REF. C 1 1 CREASON LATERAL ASSOCIATION �, ■ w + PROPOSED SIGN ToH Brothers CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF NO.: 11. THE PRESSURE IRRIGATION SYSTEM WILL BE OWNED BY THE OAKS NORTH SUBDIVISION HOMEOWNERS ASSOCIATION. 8478 W. MCMILLAN ROAD PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS * _' SL# 53909C PROPOSED STREET LIGHT NUMBER MERIDIAN, IDAHO 83646 AMERICA'S LUXURY HOME BUILDER' OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN ,J 7 12. THE SECONDARY IRRIGATION WATER SUPPLY WILL BE PROVIDED BY AN IRRIGATION WELL, PER THE OAKS NORTH SUBDIVISION NO. 1 PLANS. APPROVED TFOR THE PROJECT:HE FOLLOWING ARIANCNONELISTED BY DATE AND SHORT DESCRIPTION, WERE mi SHEET 1 OF 1 z O N � N u � I � DER z 6 S o 0 �� tvO yo O > J OQ Z W 00 Q > -� Q w Q vv v W IN W °/ pl o I _ I W. VANDERBILIT DR. W I I W _W s s II s s ' s ' s ' s sl sl s ' S z7 I I I \% H to — PI PI 19 PI 2 28 I W $lo = r �) z PI PI PI PI — �J x TOT LOT � N I � � 26 \ m n 11 — 1 s 0 / — a aMo � J � � J p In - - — ro ro 20 2 W ° —I o z I t=0 Ll _ LLJJ J ' / V) o III -a D Z V N - i W - - - - W N O N - D NOT A Im i I �U o �o PART \ o ® W)N on I Z V f — WESTBRIDGE Z W ° SUBDIVISION a J a 3 Z ri 5 \ \ / ' \ 12 2 14 a' I BLOCK 3 5 W __ 9 W PI PI PI PI 14 15 6 v I / / �l 1 Z TO _TO \ \ l0 �P1 d0 TOP TOP TOP d — — _ — d — 1 1 TOE 3 fyn \ ) 0 TOP TOP— TOP�70 T p— SOP— SOP P 0 l ' \ \ 8 \ 8 21 Lu 15 8 z 15 17 15 16 Y 6 10 20 Of OAKS NORTH \ X 4 SUBDIVISION �� _ , �_ \ \ \ m W `L / 1 `°� a 5 / \ I \ 19 11 22 N 0. 11 - --- _ \ 22 CO 23 Elf_ / X L) 10 \ \ \ \ 17 U \ \ i / _ Y W> x ci 2 5 10 X/ \ \ 17 — / /— 3 J I l m s , 5 �\ 7 � � \ \ 14 � � \ • � � 1 �' � d 12 4 10 o v \ \ \ \ _ 14 15 15 8 2 N \ _ W W RIVER OAKS DR ` 5 / 10 3 1oE ro 6 5 5 ) x 1 I I I c I _ z - / ® E X � lei-pal all LLJ TO TOP XfOP X X TOE TOE TOE TOE TOE \ mm 07 — — TTOO i X ) COPE PE TOE TOPE TO T ( 4 I� O — U J C_ _ = / 2 1 BLOCK 16 Q 1 BLOCK 14 JUMP CREEK ' — — 19 6 9 N a N N 10 0 0 I co r 16 — �7 SUDIVISION N0. 3 12 N — ! m o w g I vCD o � 1 2 O — — 18 I � r7 N OAKS NORTH w 10 11 2 13 14 15 16 17 18 O O II I 1 N SUBDIVISION 8 3X�� 2x2-1 2x2-1 NO a — N � 5 al \ o N II I 1 x I I. I� I f \ \ o O co CD N 1 — o w KEYNOTES o O1 PROTECT IN PLACE EXISTING PRESSURE IRRIGATION PIPE AND Q VALVES. p O2 PROTECT IN PLACE EXISTING WATER MAIN AND VALVES. c� O3 PROTECT IN PLACE EXISTING SEWER MAIN. 0 o O4 PROTECT IN PLACE EXISTING SEWER MANHOLE. Z Z Q O5 PROTECT IN PLACE EXISTING GRAVITY IRRIGATION PIPE. Q 1s1 o © PROTECT IN PLACE EXISTING GRAVITY IRRIGATION STRUCTURE. n QQ o O7 EXISTING IRRIGATION DITCH REMOVED. Z L.L N O Q ® EXISTING DITCH REMOVED. O Z O Z Z 00 QD � Q O CUT TOP OF GIRR BOX 5' BELOW GRADE. FILL WITH PITRUN AND p Z_ ABANDON IN PLACE. GROUT PIPE INLETS AND ABANDON IN PLACE. I Q r^ Z 10 EXISTING BARRICADE TO BE REMOVED. O LLJ L Y w Q 11 EXISTING PAVEMENT/DRIVEWAY AND CULVERT PIPE REMOVED. O 0 < /V/) � ,2 PROTECT IN PLACE EXISTING PAVEMENT, CURB, AND SIDEWALK. U O 5; m z 13 EXISTING CUL-DE-SAC TO BE REMOVED. L i Q 14 EXISTING FENCE REMOVED. 7 L,j 15 EXISTING TREES REMOVED. L = N � W � � w 16 EXISTING TREE TO BE PROTECTED; SEE FINAL LANDSCAPE PLANS. FEET 17 EXISTING STRUCTURE/DWELLING REMOVED. 50 0 25 50 100 ' n z 0 V J z z 18 PROTECT IN PLACE EXISTING SIDEWALK/PATH. I X 19 W WELLS TO BE PROPERLY ABANDONED, DOCUMENTATION OF ABANDONMENT TO GRAPHIC SCALE ~ o BE SUBMITTED TO THE CITY. CONTACT IDAHO DEPARTMENT OF WATER 1 inch = 50 ft. Horizontal C( RESOURCE FOR ABANDONMENT. N 20 EXISTING WATER MAIN STUB TO BE ABANDONED. U W o U) z 21 CENTURYLINK PEDESTAL TO BE RELOCATED OUTSIDE OF R.O.W. Q22 SCHOOL ZONE LIGHT TO BE RELOCATED. 0 DATE: SCALE: 08/09/23 ASCIO SHOWN DESIGN: DRAWN: MRZ JBS/EJS 0 o JOB NO.: 468 L4468-S-N E 4DEMO-PH13 U C2. 1 REF. w NO.: 0 Lf SHENO.: 2 OF 1 7 z O N � N u D T KEYNOTES Cnz 0 s ❑ SIDEWALK TO CONNECT TO ADJACENT PROPERTY SIDEWALK. y60 O w O2 Of ROAD TO CONNECT TO ADJACENT PROPERTY. J � / Q o Z w ao Q O3 1' DEEP DITCH ALONG OUTBOUND, SEE DETAIL A THIS SHEET. 0-'J� P w ® 1' DEEP DITCH ALONG OUTBOUND, SEE DETAIL B SHEET C4.4. N a- Q O .04 FEET />�1 J 50 0 25 50 100 H ❑ Z GRAPHIC SCALE W f 1 inch = 50 ft. Horizontal � ZO a Z 00 Z W o LIMITS OF GRADING 27 I I I Z . 4) I 1' DEEP DITCH � � v � ALOE OUT_0 ND o $ 2s37. W 1° �i • O 28 u 2538.20- I 19 A ? 0 0 2538 TOT LOT I 2s /� wo � = 'I I \ 28 I O 11 1s \ W j cV ao J \ ❑ r 20 Z o ❑ Z Wo I � PAD\539.0 I / / \ I � Z >,J/ \\ a` I 2540.3s - 2 1 DEEP DITCH / I I I I I J t � \ �LONG OUTBOUND- NOT A PART BLOCK 26 O o \ N I PAD=2538.1 17 A I 14 � Lu W I ❑ � 11.0� � I 2, I I � Z 2539.62 _ ,p% v 2538 O Z 2537 '1' DEEP DITCH ® ❑ W ALONG OUTBOUND O v LIMITS OF GRADING Os 13 WESTBRIDGE 16 22 Y of 26 I 29C SUBDIVISION 23 24 A I Y N Q \ 25 I PAD=2537.0 I \ � I 1' DEEP DITCH O LIMITS OF GRADING \ 1' DEEP DITCH PAD=2536.8 I I ALONG OUTBOUND \ 1 1' DEEP DITCH - BLOCK 3 1 l LIMITS OF GRADING ' lO ALONG OUJBO ND ALONG OUTBOUND O 1 DEEP DITCH 1 ^� -15 / / ALONG OUTBOUNDe II IT 9C - - 1 O ci 9C CN N W RIVER OAKS R W RIVER OAKS CT 2e3 254 D D 1 2538 / 25��p0 3541- 2544.20 I /1 Z .85 2536 \ ~ � � LI ITS 0 GRADING Of w W N oo 90 w w I / m 0 a B ❑ /� ❑ J I N \ (p / \ /� / I I I \ I ¢ ® I I I I I 2H'.��/ PAD=2540.2 az 22 Q "� N � I I I I in Z J / / rn \ ra0i m \ Z °O I I I I I I I I �SAO J N ~ U Cn � \ I \ " N \ - - 2544,15 U � w> I / / 19 I ❑ 2p I \ J / BLOCK 21 \ I BLOCK 36 \ N ti5 N v m 21 22 23 24 • 25 26C 1C 2 3 4 -t -F I I PAD=2536.9 PAD=2537.4 \ N U I ❑ ❑ ❑ ❑5 - \ Z I � CD D D = - 1 Q 'PAD=2537.? PAD=2538.1 PAD=2538.1 PAD-2537.7 I PAD=2537.7 I I I PAD=2538.2 PAD=2538.5 PAD=2538.9 PAD=2539.2_ IT \ N a a OAKS NORTH I I N I I I I � I 0 �I I SUBDIVISION �537-- �- --- I I I I I I - _ = CD 2537.80 / \ �I \I I I I \ I PAD-2540.1 I 9C I o N NO. 11 / OE TO 2538.10 2538.40 I / I-1 L J t PAD=2539.9 I I o -❑ J > T.W.=2538.1-TOa� T.W.=2538.1 T.W.=2538.1- T.W.=2538.1 2538 T2E \ OE TOE��-TOE TOE o To 53 TOE TOE T.W.=2538.1. T.W.=2538.1 TOE_T.W.=2536.5 LTT.W.=2536.5 T.W.=2538.7 T.W.=2538.7 T.W.=2538.7 T.W.=2539.4 T.W.=2539.4 T.W.=2540.1 T T.W.=2540.1 P 77� T.W.=2540.1 T.W.=2540.1 TOP roa TOE F.G.=2534.4 F.G.=2534.8 F.G.=2534.5 F.G.=2534.7 F.G.=2535.1 IM F.G.=2536� F.G.=2536.3 F.G.=2536. F.G.=2535.9 F.G.=2536.6 F.G.=2536.8 LIMITS OF GRADING RETAINING WALL � F.G.=2536.9 F.G.=2537.4 F.G.=2538.9 F.G.=2540.1 o RETAI IN G_WALL 2541.08 1 LIMITS OF GRADING / 1 1 BLOCK 1 6 / 1' DEEP DITCH / LIMITS OF GRADING 0 RETAINING WALL ALONG OUTBOUND BLOCK 1 4 RETAINING WALL LIMITS F GRADING y � 9 ❑ 1 0 o I JUMP CREEK Q m o \ \o ❑ 11 1 13 14 15 16 17 18 SUDIVISION NO. 3 O ❑ I a� 1� 10 O ❑ ❑ II I O f l z z o 8 II II II II I I. I Q o u o ID 0 O 0 Q 00 z Z Z Q 0 , Z C) R/W R < v^, 0 LLJ � w I I Y 8' I 5' 20' PAD DEPTH VARIES ,' I ,' EARTHWORK QUANTITIES 0 > O LANDSCAPE I SIDEWALK TRANSITION FROM BACK EARTHWORK QUANTITIES ARE BASED ON NEAT LINE CUT/FILL 0 / m BUFFER 1' OF SIDEWALK TO PAD 3 AREA AND DO NOT INCLUDE SHRINKAGE OR BULKING FACTORS. J 0 Q ROAD SECTION P�1 � CUT: 2,045 CY � 1.75% SLOPE VARIES A�\����� ✓�y\�� 5 �i PAD FILL: 17,634 CY ( ) N - Ld �+ i ���������� ���������� NET: 15,589 CY FILL o ..., ..: I ,, � �� � � � ✓��������✓ z 5'LLJ �` I �� ✓�,�� SIDEWALK ������i�i��i��i�✓��i��i��i i�i�i�i✓✓✓�i I z PAD GRADING TYPICAL SECTION OCT = I 1 7% NTS N w oz P\L P\L 1' I PAD WIDTH VARIES 1' � 1� BACK OF DATE: SCALE: 1' DE i? q� i!r PAD 08/09/23 AS SHOWN o �� �ih ,,,,, SIDEWALK co Q0 OF SIWALE % DESIGN: DRAWN: 4P \ \� ,7777/ MRZ JBS/EJS PAD i✓✓i,(i Q 1 I PAD 2:1 (MAX) I JOB NO.: NAME: /� AL SWAL CROSS S CTION 4468JFILE 468-S-GRAD-PH13 Ic'? PAD GRADING (7EF. CROSS SECTION No.: C3. 1 O NTS NHO.: 3 OF 17 z MATCHLINE " z u N SEE THIS SHEET _ ER dSU WESTBRIDGE z20.0' 0 c� _j p O w 6 6 <v � 6 WESTBRIDGE � 29 o v � Q 0 W RIVER OAKS DR W RIVER OAKS CT In �� (L P W 7 SUBDIVISION c4. o c4.2 , s I � Y � Z6 U H U O U I Q ILL/ <O d K O1 d U O m IL y " M BLOCK 26 — 1 2 Z Z Q N + M M C4.3 0 7 \ 2 _ Y THE OAKS \ 6 \ 1 NORTH JUMP CREEK _ SUBDIVISION / / CD NO. 11 SUBDIl9SlON NO. 3 J 20.0' WESTBRIDGE �I� 25 � � + N H SUBDIVISION + ; 5 s"W s••w` w"s `t s"W _ s"w s"w Q U W W RIVER OAKS DR \ 5+00 I cU) LJ �— 2f�s Aeg ���� s > s ss > s ss > s••ss > •ss > ; > s•,Ss > s,.ss Z 2 N I ,.D% o ?sxf���c s ' ��8"SS _ r _ — — = CO SHEET INDEX > M 6 36f0R /- H U) N.T.S. a Z OD Q W 0 MATCHLINE SEE THIS SHEET / 'sg�s�s y ems_ Z 29 \ _ �sA�c \ \\// 19 N I BLOCK 21\ + : M m �\ 0 M � � W N- / 24 I M N Z1 N NI N N \ (A • 0 ���� \ C 0 0 O U � � w � 3 i / o l N BLOCK 26 � 2f�sss'AC �� �\ � / N N +' � N N N^r �— st�6+2Xp 'PC \\\ V O 0 / ?ffs tT / I / \ W 0 / /�8� • J t la � 5 s„w — a w 1- 3 3 W RIVER OAKS DR 2 - — 1 M D D D # 13 ` p PLAN VIEW — W RIVER OAKS DR KEYNOTES 0 0 (D 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). n n Z 110 4 s \ O 18 I O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). II I"I I"I II W I I 'x� O3 MATCH EXISTING CURB, GUTTER, AND SIDEWALK. Rn Z / s„w .a � 3 AT I �v � \ 0 00 I I / SAWCUT EXISTING ASPHALT PAVEMENT 2' INSIDE EXISTING EDGE PER ISPWC n n n Z 6/°O SD-303 (ACHD SUPPLEMENT), MATCH EXISTING. II I_I I_I II W 20 s••ss S I f �o 0 19 I \ NCO = _ _ = O5 20' WIDE CONCRETE DRIVEWAY APPROACH PER ISPWC SD-701C (ACHD SUPPLEMENT). \ _ _ N i I BLOCK 21 �� _ roe CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH SHALL BE 6" THICK. w Z L 3 © _ © 2' WIDE CONCRETE RIBBON CURB PER ISPWC SD-703; MATCH CROSS SLOPE OF Y N PI — — — DRIVEWAY. m ®® \ 8 \ O7 16' WIDE ASPHALT COMMON DRIVE PER DETAIL B, SHEET C4.4. I \ ® SIDEWALK TO CONNECT TO ADJACENT PROPERTY SIDEWALK. OAKS NORTH SUBDIVISION NO. 11 I JUMP CREEK SUDIVISION NO. 3 I a Z 0 it U U) W 0 Cn Z W O U 2545 — 2545 z ~ W M c� m Q � u r W U Z Q W M M 7 N uj LO N \ 0 H °O II O Q ON co OM ¢ w O CO oco o `er ccn O 2540 CD c N N N s 5 2540 o F± II II as O LW N � '� ° II PROPOSED GRADE 0 x;5 `J W AT ROAD 0 EXISTING a 5 5 0.50x O -0 W RIVER OAKS DR m a- a 0 48% w GRADE AT ROAD Q I) 0. % — 0 2535 = 2535 D 1 EXISTING GRADE — — — — — — — — L.Li 1 AT ROAD — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 - J - - - - o Lw � o — — — — Q IU) Ir- O Z Z 00 ww D Z Q 2530 -_ = J � — _U w Q (D � 0 w w — — — Lu Q - — — — ern Q j Q (� - U) APPROXIMATE O / m z GROUNDWATER Q ELEVATION w 0 - 8" SANITARY MAIN j L 3 = N w � V , w o w 2525 -_ — — 2525 N Z o H- > EXISTING 0 24" GIRR as 0 N FEET LLJ 0 30 0 15 30 60 C/) z o GRAPHIC SCALE DATE: SCALE: 2520 -_ — - 2520 23 AS NOTED09 1 inch = 30 ft. Horizontal 08/ / co o d rn N N � 3 0 FEET 3 6 DESIGN:MRZ DRAWN:JBS �' co M M M "� M M C) r (M ltj (M �) L0 In 'rj L LO - L0 Z N N N N N N N N cy N N C'4 o JOB 40468 4468-SNPROF-PROF GRAPHIC SCALE 0+00 1+00 2+00 3+00 4+00 5+00 6+00 1 inch = 3 ft. Vertical REF. NO.: C4. 1 w w PROFILE VIEW — W RIVER OAKS DR NHOEET 4 of 17 w z O N u N D T WESTBRIDGE 1 VJ�r SUBDIIOSION � \ — Y o 0 o w L Z W 00 } o 0 Q 0 W RIVER OAKS DR z W RIVER OAKS CT C4 2 U p (�f� �� C P W CA w \ SE SHEET C4.3 ' o a � I Z Z Q C4.3 WE S TB R I D G E THE OAKS WESTBRIDGE ��X,? ��� I ,�"'�� / SUBDIVISION NORTH ' SUBDIVISION S�6 9S �Xy�O G SUBDIVISION JUMP CREEK �a 2 ¢a�cc 4 5 4 �96ec °L/ l NO. 11 SUBD�SION NO. 3 /� J °,8g3R �g�0 0x�o Q 1 o sfl rn� R10' R10' _5ti ��--o�c— M��� ���w _ L W ?S`Tj9¢/AT9��r'C 4 El OE 7OE Z ti C) — — — BLOCK 26- 3Rc 6 + 6 BLOCK 36 — — — — — — — — _ 9 W ��o. � Z SHEET INDEX 8'W _> B..SS J W Q > OD Q U _ a"w 8"w f 2 W W U) W 6+00 CB A4 SDMH A6` SDMH A5 6 SDMH A7 CB Al 8" s"w s"w a"w o ` U N.T.S. z = I o o sTA. s+s3.00 O 7+0o O \ 00 D STA. 8+39.00 \ — W RIVER OAKS CT 10+00 0 0 253 Q � _ r7 CB A3 \ - M ' ` 12}34.06 2 — — - 2 W J > 8"SS g _ s UW STA. 6+63.00 ` W RIVER OAKS DR 6 a' \— > mac, 8's 6 > s s a"ss > s"ss s > 8"ss > 8"ss > 8"sS s 8 W \ 2539��Rc U7 Z ci H � � � 0 W cal N SS\ 2540��' \ � ++ 0 � Oi 2�00 1 ' 0� A � 1 e` GO D I "Y �90 \8"ss V� +' �� 1X h"�}--x'�'Sh°per Q � �.o >� A c 0 2 \ a 0 2 ❑ U �/1 0 n M N M ry G�'J�'�.Q I W X ° 'P CB A2 `�' o M o s tom' VI 1A\N N 6e I p zx t 9� STA. 8+39.00 + + + �° 1� 1 Z V) W ® s� 2Sp4R7 Zp � 11,3y- m 3: ❑ 00 i • J t \ 3 I I I to I \ a I \ I BLOCK121 I I + 1 \ \ �S�s8,QA2O � 3 \ I N7 I I N T 2 BLOCK 36 KEYNOTES o SEE SHEET C4.3 I Ol 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). Z M O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). 1 PLAN VIEW — W RIVER OAKS DR & W RIVER OAKS CT — — i — — I W I O STORM FACILITY PER SHEET C5.1. \ Z MATCH EXISTING CURB, GUTTER, AND SIDEWALK. W\ Z \ O5 SAWCUT EXISTING ASPHALT PAVEMENT 2' INSIDE EXISTING EDGE PER ISPWC \ \ 1 SD-303 (ACHD SUPPLEMENT), MATCH EXISTING. \ I © TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) Z � Y \ WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). Y N � o 2550 =- 2550 Z 0 iY U N W 0 cn 2545 O =- 2545 w N O (Dm O M O U J W v +O N d � N N U M _ W nM II N rM rrj r7 O) co co N + N Q W ^ II Q W ¢ �] M M O1 N (V - J II v) -j (n QNi ONi r7 to to j a^D 1� p II (n L'a Q W N W > M MrM MLLJ � NN ? � � OM U) � N II > d0_ NW Q Or- O N N N � C3 Z O ^ N + N OD 00 O N W 5 5-- � � O (' I M L0 O M II II ¢ +uy » > ai Z Z p D_ 0_ ¢ ¢ + N z z =o = N z z z II II 00 II "'', PROPOSED GRADE 5 s co a 0, an d II z - > II ¢ 000 Ln » > o- a N p = Ln > > > o NC-4NLu a > = c zz z AT ROAD 8% w II Nzz z U> U>- - - - cnW � � � d _ 1.02% , N 2540 a > o d x z z N W o C4 N � 1' 2540 7 o Q U~iw UI N� - � CLCL 5: 15 \ 0 0 O 0 S S _ _ _ � � 0.50% - - - - - -- - — _ — - - - - - - - w � 0.50% 0.50% — — — - - - - - _ EXISTING GRADE _ — — — AT ROAD O 100-YR HGL 100-YR HGL U 2535 -_ — — — — — — — — _- 2535 o O V ~ APPROXIMATE Y Z ++ GROUNDWATER L.L_I Q D (0 4 74 L.F. 12" C-900 ® ELEVATION —J Q O _ 1 U 93 L.F. 12" C-900 0.93% � U 0.40% 2 W — — — — — — O W W Lij L Q Z = — - O v; Q Z Z QCO _- 2530 Z N Q Z LLJ LL Q � Q � � o Ohm U FEET 30 0 15 30 60 V) 0 p 2525 =-Lj 2525 GRAPHIC SCALE Q 1 inch = 30 ft. Horizontal w FEET W Z z I 3 0 1.5 3 6 0 0 GRAPHIC SCALE c 1 inch = 3 ft. Vertical d 0 w z 2520 - 2520 Q 0 ,o D-j ao rn co ,n DATE: SCALE: o o Qp pp 08/09/23 AS NOTED M M c0 v N cv N `'� N cv LO N '(1 N ''v N N N N N DESIGN: DRAWN: MRZ JBS 0 FILE AME: 0 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 JOB 40468 4468-SN PROF-PH13 PROFILE VIEW — W RIVER OAKS DR & W RIVER OAKS CT REF. NO.. .2 CdT 0 NO.:SHE 5 OF 17 z O N � N WESTBRIOGE Z 1 VJ�r SUBDII/ISION I \ — Y o tvO yo O w J oQ v ro Q C4 W RIVER OAKS DR W RIVER OAKS CT C4.2 (�f �� a P W r fin• Z U o m d Z Z Q C4.3 0 z THE OAKS NORTH SUBDIVISION JUMP CREEK N0. 11 SUBDI l9SlON NO. 3 W u f Z SEE SHEET C4.2 O N N � ' 1 I I SHEET INDEX M 3 7�-7+2139---j, a a0 _ V I N.T.S. W Q 2537.54 RC Y I O I 2 1 1 JUMP CREEK SUDIVISION N0. 3 I �XS9 I I"X� I� 6 �> BLOCK 6 — o � - - - - - - - - - - - - 3 , — W N +, M ^i 2"s �ss�>ss SDMH A5 �"? Q���o O O- - - - - - - - - --- --- � P � 7 �` ----------_=___= ---------=--------- --- --------`-- - " ry�x,5 �1,��^ WESTBRIDGE N 4 � � 6 - �x SUBDIVISION v o 4 Z uwii � CB A5 �o. °° �� _ Z W 0 0+00 — 1i STA 1+11.61 N OAKSTONE AVE ti5y� 6 / 3+OOo �I 5 / 3+ O Z 8 �— t ( , �►I CB A6 2+00 6 o `�— I— I — J -C STA. 1+11.61 g00 o \ J a M M M - 8"W 8"w 8"W O— v 6 M • KEYNOTES 4 V' OM 6 O1 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). n n Z M ® U) 6 s O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). II I"I I"I II W �\ / ❑1 h�GQ` SDMH A7 2ss>s�s�BR�?A O3 STORM FACILITY PER SHEET C5.1. W 7 ^�ko°�Q �S�cT ® MATCH EXISTING CURB, GUTTER, AND SIDEWALK. ? N m+ ti��� FLG �s�j x2y Pc CB Al ��x��',I�cs �\ O5 SAWCUT EXISTING ASPHALT PAVEMENT 2' INSIDE EXISTING EDGE PER ISPWC W / Llox.Sti. STA. 8+39.00 S?>>��o SD-303 (ACHD SUPPLEMENT), MATCH EXISTING. 3 c CB A2 � e v sxs9� h° © TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) STA. 8+39.00 �h^x� Y s'o°°� WITH TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). Y / 0 I Q �o O7 TAPER DETACHED SIDEWALK TO MEET EXISTING ADJACENT PROPERTY Y N Q 2❑ 1 O I I I ATTACHED SIDEWALK. � o I I 2 vLu I I ® TAPER CURB TO MEET EXISTING ADJACENT PROPERTY CURB. 3 SEE SHEET C4.2 PLAN VIEW — N OAKSTONE AVE Z 0 I- ir U N W 2545 � 2545uj � z M � � 1� O 0, O U J O O 05 "1 to dOf U Z l� ON w � to M II F CD CIO + N II II (n ¢ c=n co orn N II ¢ wW v� r � d 0CID0 � CD II II � � v�iLu w U Q nM OCD IM + N HJ N W SSW O (.� 2540 + N + N II NW as aa� 2540 N u a W PROPOSED GRADE a s o W�a S SLu N s ATROADw � % - - - oW S � N L 1.607 o co a Q�as / o 1.03% o w - - - 0.36% _ 0.50% jo - - - - - - - - - - - - - - - - - - _ EXISTING GRADE O 2535 AT ROAD _- 2535 Q STORM DRAIN � 12' STORM Z o DRAIN LJJ D o 4" PRESSURE oIRRIGATION 0 Ljj 2530 =- 2530 0 0 Q APPROXIMATE Q Z 00 4" PRESSURE GROUNDWATER CD IRRIGATION ELEVATION Ld Z Q z z Z � w Q CD 0 (LLJ If 0 z Y — Q Q 0 > 8" SANITARY 0 m z MAIN Q 2525 =- 2525 Z w Z M o w w F w z z z FEET 30 0 15 30 60 ~ o OQ N 2520 - 2520 GRAPHIC SCALE O o 0 1 inch = 30 ft. Horizontal w z FEET °O 3 0 1.5 3 6 o cc co � ri o cv N N N N DATE: SCALE: I GRAPHIC SCALE 08/09/23 AS NOTED co 0+00 1+00 2+00 3+00 4+00 1 inch = 3 ft. Vertical DESIGN: DRAWN: MRZ JBS 0 PROFILE VIEW — N OAKSTONE AVE JOB NO.: FILE NAME: 0 4468 4468-S-PROF-PH13 3 REF. w NO.: C4. 0 SHEET d NO.: OF 17 z O N u N D T WESTBRIDGE 1 VJ�r SUBDIIOSION 14 \ - Y 0 0 o w L Z W 00 } Q W RIVER OAKS DR ¢ W RIVER OAKS CT 0- n P W tILE Z Q n \ / WESTBRIDGE THE OAKS SUBDIVISION = / NORTH / SUBDIVISION JUMP CREEK / N0. 11 SUBDI l9SlON NO. 3 ®Ras°c 51 s W pG / Z — � N SHEET INDEX n �ry 2.0% 0 2.4% s ryh�'^—�xry��^ N.T.S. Z OD 0 • _ \ � 2•Z% 2.09 _ Z U N W RIVER OAKS DR f j 0 0 �Il W RIVER OAKS CT 0 0 +00 u, N ++ �! W N Z W i H 0 6% Z 0 O Z i J t 07 I V Zpq rx M p� ?x3j Lkg 19 S RG 2S3jS9>PC n n W \ 15�, Z_ w Z FEET [LFU] (D Z 25 26C \ Y W ' 20 0 10 20 40 \ O 1C 2❑ BLOCK 21 \ Z BLOCK 36 GRAPHIC SCALE Z Y I/ 1 inch = 20 ft. Horizontal Y W RIVER OAKS DR, W RIVER OAKS CT & N OAKSTONE AVE SCALE: 1"= 20' Z 0 r U w w w W w wl U I 0 2 U Y U Y o I 47' ROW I o 0 ui 0 co co r a U � Z Q co 2' 5' 1' 7' 16.5' �I 16.5' 7' 1' 5' 2' Q W U Z 2' 14.5' 14.5' 2' r-4 o 0.5' 0.5' 20% 20% 1.75% . I . 1 7% 0 0 -y — I o Ld o Ld ( �i� i ii m L CONCRETE SIDEWALK 2.5" ASPHALTIC PAVEMENT SP-3, 1/2" MIX PG 58-28 3" ROLLED CURB AND GUTTER 4" OF 3/4" MINUS CRUSHED GRAVEL Q 14" OF 6" MINUS PIT RUN — COMPACTED SUBGRADE TO 95% OF MAX. DRY DENSITY, PER ASTM D 698 Q rri Z LOCAL ROADWAY - 47' RIGHT-OF-WAY o o TYPICAL SECTION 2 Q u PAVEMENT SECTION DESIGN PER ADDENDUM NO. 2 TO THE GEOTECHNICAL REPORT PREPARED BY MATERIAL TESTING AND U O Z Z Q0 INSPECTION, DATED FEBRUARY 8, 2019. Ld Z Q i (/) Z z Q U) m Q 34.4' z 0 o COMMON LOT Q w M W N 5.0' 20' 9.4' w w o ASPHALT CD PAVEMENT 2' WIDE CONCRETE Q z RIBBON CURB Z LLI z 1.0 i 1.0% o �� Q 9f Q 00 \ DEEP OCT 2.5" ASPHALTIC U Cf PAVEMENT SP-3, 1/2" LLJ O MIX PG 58-28 OF SWALE C/) z 4" OF 3/4" MINUS CRUSHED GRAVEL I 3:1(MAX) 0 14" OF 6" MINUS PIT RUN DATE: SCALE: COMPACTED SUBGRADE TO 95% OF MAX. 08/09/23 AS NOTED 00 DRY DENSITY, PER ASTM D 698 DESIGN: DRAWN: MRZ JBS COMMON DRIVEWAY JOB NO.: IfFILE NAME: TYPICAL SECTION 4468 68-S-INT-DTL-PH13 B REF. N.T.S. C4.4 _j NO.. SHE y NO.: 7 OF 17 2 i O N u N � I WESTBRIDGE 1 VJ�r SUBDIIOSION � \ - Y DRAINAGE KEYNOTES VERTICAL SAND FILTER NOTES z W Q W RIVER OAKS DR Q W RIVER OAKS CT p 0 V I O D1 CONSTRUCT INLET CATCH BASIN TYPE IV PER ACHD SUPPLEMENT TO ISPWC SD-604A. 1. NO TREES SHALL BE PLANTED ABOVE THE VERTICAL SAND FILTER Z > �� C P w 2. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER MONITORING Y o D2 CONSTRUCT 48"4 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. REPORT PREPARED BY GEOTEK, DATED APRIL, 2023. ]]A o 11 ILIL 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS Z Z Q D3 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. ENCOUNTERED AT ELEVATIONS HIGHER THAN SHOWN ON THE PLANS. 4. ACHD REQUIRES THAT ELECTRONIC MARKERS TO BE INSTALLED AT THE CORNERS ' D4 CONSTRUCT VERTICAL SAND FILTER "A" PER ACHD BMP 21 AND DETAIL 1, THIS SHEET. OF ALL UNDERGROUND INFILTRATION FACILITIES. CONTRACTOR TO COORDINATE THE OAKS DESIGN INFILTRATION RATE: 1.0 IN/HR. WITH ACHD INSPECTOR REGARDING PLACEMENT OF MARKERS DURING NORTH FINISH GRADE ELEVATION: 2536.70 CONSTRUCTION AND PRIOR TO BACKFILLLING. SUBDIVISION JUMP CREEK TOP OF BED ELEVATION: 2535.20 NO.5. REFER TO ACHD STANDARD DRAWING BMP-21 FOR VERTICAL SAND FILTER �� SUBDII/lSION NO. 3 /> J BOTTOM OF BED ELEVATION: 2531.90 DETAILS AND SPECIFICATIONS. GROUNDWATER ELEVATION: 2531.70 6. PVC LINER TO BE WRAPPED AROUND THE BOTTOM AND THREE EXTERIOR SIDES Z LENGTH: 110.0' OF THE ROCK IN CHAMBER 1. PVC LINER SHALL BE CONTINUOUS WITH FACTORY W DEPTH: 3.3' Z SEALED SEAMS, OR PROVIDE 1' OVERLAP AT THE SEAMS. LINER SHALL BE 30 CHAMBER 1 WIDTH: 9.0, MIL MIN. PVC GEOMEMBRANE. Z CHAMBER 2 WIDTH: 32.5' 7. WOVEN GEOTEXTILE FABRIC SHALL BE PLACED ON THE TWO INTERIOR SIDES OF 0 VI DO: 5,068 CF 8. ENCLOSE TOP AND THREE EXTERIOR SIDES OF CHAMBER 2 AND TOP OF THE FILTER SAND WITH 1' OVERLAP PROVIDED AT ALL SEAMS. SHEET INDEX It CHAMBER 1 WITH NON-WOVEN GEOTEXTILE FABRIC. PROVIDE 1' OVERLAP AT ALL N.T.S. a Z OD D5 1,000 GALLON SAND AND GREASE TRAP PER ISPWC SD-624 WITH 20" BAFFLE SPACING SEAMS. W 0 • c 70 Z Z O >W O 4(1A O O CO C4 A 18" 0 ADS HP PIPE N 18" 0 ADS HP PIPE F (TOP HALF PERFORATED) PVC LINER • 0 0 (NO PERFORATIONS) I w LENGTH Z 0 2: ~ " CRUSHED Z W 0 ROCK CHIPS O Z i 2-YR STORM FLOW o°o°o°o°o°o°o°o°o°o°o°o°o°o° m a J t 1' Q Id 5� 3 ASTM C-33 �. • WESTBRIDGE FILTER SAND Z O SUBDIVISION 1 ,� n Z_ M F RI u 12" 4 ADS HP PIPE OD W(NO PERFORATIONS) ZLI -7 CB A4 D1 _ STA. 6+63.00 HIGH FLOW BYPASS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Z RIM=2536.98 --s -- 1 =� W D2 SDMH A6 12" INV. OUT=2533.98 (S) STA. 6+63.00 Q25=0.27cfs D1 CB Al 4" CRUSHED U RIM=2537.33 Q1oo=0.37cfs STA. 8+39.00 ROCK CHIPS W 5' 2 z RIM=2537.42 Y 3: J Q 12" INV. IN=2533.92 (N) D2 SDMH A5 0 12" INV. OUT=2534.32 (S) 12" INV. IN=2533.92 (S) STA. 7+60.36 0_ 12" INV. OUT=2533.92 (E) RIM=2537.81 Q25=0.27cfs Y SUMP=2531.92 12" INV. IN=2533.53 W D2 SDMH A7 Qioo=0.38cfs ok �" 12" ADS HP PIPE ( ) STA. 8+39.00 \ 11 / II\ FILTER FABRIC (PERFORATED) PLAN �A 12" INV. IN=2533.53 (E) 13 L.F. 12" C-900 RIM=2537.78 ° 12" INV. OUT=2533.53 (S) 0.40% GROUNDWATER 13 L.F. 12" INV. IN=2534.26 (N) HIGH FLOW BYPASS OBSERVATION WELL SUMP=2531.53 12" C-900 12" INV. IN=2534.26 (S) 12" � ADS HP PIPE ® 0.40% W RIVER OAKS DR 93 L.F. 12" C-900 ® 12" INV. OUT=2534.26 (W) v (PERFORATED) 7+00 0.40% SUMP=2532.26 o ASTM C-33 8+00 � IL FABRIC O O O I4sA5 FILTER SAND FINISH GRADE ELEVATION 12" C-900 013 L.F. � D2 SDMH A3 90• 90• m:11mmil II MIN. ® 0.40% STA. 7+49.86 6 L.F. 12" ADS HP 28 L.F. 12" C-900 ® 13 L.F. 12" C-900 ® W RIVER OAKS CT SECTION 12" PIPE TOP OF BED ELEVATION RIM=2537.89 0.40% 1.44% 0.40% - - PERFORATION DETAIL z N.T.S. WOVEN GEOTEXTILE 12" INV. IN=2533.02 (E) 74 L.F. 12" C-900 ® FABRIC 12" INV. OUT=2533.02 (W) 0.93% 12" INV. OUT=2534.02 (S) SUMP=2531.02 D1 CB A2 2-YR STORM FLOW w D1 CB A3 STA. 8+39.00 45 _IS° o 18" � ADS HP PIPE 13 L.F. 12" ADS HP t RIM=2537.42 (TOP HALF PERFORATED) 1% STA. 6+63.00 ® 0.40% cp 12" INV. OUT=2534.32 (N) -� BOTTOM OF BED ELEVATION RIM=2536.98 Q25=0.56cfs 77 uj Z 12" INV. OUT=2533.98 (N) O O s - GROUNDWATER ELEVATION D5 S&G TRAP A2 9 9 Qioo=0.78cfs PVC LINER o Q25=0.29cfs o• o• Q1oo=0.40cfs STA. 7+32.86 O 4" CRUSHED ROCK CHIPS OR r a RIM=2538.02 c- 12" INV. IN=2532.96 (NE) I SDMH A4 D2 2" WASHED DRAIN ROCK ui z M STA. 7+60.36CD co 18" INV. OUT=2532.21 (S) Q RIM=2537.92 D3 c, OUTLET BAFFLE ELEV.=2532.88 co r 12" INV. IN=2533.06 (N) w c.> Q I i 12" INV. OUT=2533.06 (W) 3 SECTION A-A o Li 9 L.F. 18" ADS HP I I 12" INV. OUT=2534.06 (S) Q Q ® 0.00% I I SUMP=2531.06 SECTION 18" PIPE r� 13 L.F. 12" ADS HP I i N.T.S. \ PERFORATION DETAIL o ® 0.00% 26C I 13 L.F. 12" ADS HP N.T.S. o Q o '0cv I I i 00.00% o o w O O p l I N C O OI OI I 1 Q q' I� L'i I I I w 24 to of of ! 0 1C ❑2 Q Y 25 � cr_ o Q:: � CkfI a 6' a z a I 8' O BLOCK 21 I a- Ln I I I z � :C I = 1 � I Z I � N I 04 I � LL: I � I I u D4 z Cn o to o f C. I Q Q I �-_ � I '-2I _ 0 Q I j t STBAA1+11.61 Q O Z RIM=2536.27 w Z Z Q 13 L 12" INV. IN=2533.14 (E)L.F. 12" ADS HP I I 12" INV. OUT=2533.14 (W) (2)'t @ 0.00% 1-1 P I I I i Q25=0.19cfs 0 Z 13 L.F. 12" ADS H L, 0 0.00% I Q�oo=0.26cfs w O cn D3 I I I I Q 8 L.F. 18" ADS HIP I I I 29 L.F. 12" C-900 0 Q Q ^ ® 0.00% 3 0.40% i � � D5 S&G TRAP Al 1 z O / m z STA. 1+14.33 I Q RIM=2537.80 O 0 0 12" INV. IN=2532.96 (SE) 190° 190° I I Q = M N i 18" INV. OUT=2532.21 (N) O OD OD ~ OUTLET BAFFLE ELEV.=2532.88 0 13 L.F. 12" ADS HP CD z 0 0.40% w o Z z SDMH Al s - 0 D2 STA. 1+11.6 �- T CB A6 D1 17 L.F. 12" ADS HIP STA. 1+11.61 > RIM=2537.26 ® 0.40% o RIM=2536.27 OCT 0 12" INV. IN=2533.02 (E) N 12" INV. OUT=2533.02 (W) SDMH A2 D2 12" INV. OUT=2533.27 (W) = Q25=0.23cfs U 12" INV. OUT=2534.02 (N) STA. 1+11.60 JUMP CREEK SUMP-2531.02 RIM=2536.94 Q�oo=0.32cfs W z \_-12" INV. IN=2533.06 (E) SU DI VI SI ON NO. 3 7 L.F. 12" ADS HP 12" INV. OUT=2533.06 (W) o 0 0.40% 12" INV. OUT=2534.06 (N) SUMP=2531.06 FEET DATE: SCALE: 20 0 10 20 40 08/09/23 A AS NOTED Q0 DESIGN: DRAWN: i GRAPHIC SCALE MRz JBs I _j = I I 1 inch = 20 ft. Horizontal JOB NO.: L4468-s-DRAIN-PH11 ILE NAME: 0 4468 VERTICAL SAND FILTER 'A' REF. NO.: C5. 1 o SCALE: 1" = 20' i NO.: 8 OF 1 7 z O N � N u _ � I � oyb s o 0 o 10 LL Z W — Q o j C P w � Z N w O N a Z OD FEET W 0 50 0 25 50 100 GRAPHIC SCALE c O 1 inch = 50 ft. Horizontal W N 4O O O C4 0 . co vv I — w I— W i — W — i �� i W W i I W W I W i — W A N Z Y H Z W 0 S S I S S I S I S I S S SI S I S I O Z i I \ -C — — 3 4-PI 4 PI O I TOT LOT � I � Z_ M 14 m uj 28 - - - — �, Z � I �In�unuun�I � W NOT A - - - - _ N � \ W - J Z PART SSMH 13.04 I � � I y I I 4"PI I WESTBRIDGE A I N SUBDIVISION I Z 0 BLOCK 26 I 26 I u NI N 40' WIDE SANITARY w m p 4 PI 4 PI 4 25 `� _ _ N PI 4 PI 4 PI 4 PI 4 PI EASEMENT 4 PI 4 PI 4'Fi r 1 —30 0 4 PI 9 4 PI Z LLJ — — -_ // M — — — — — — �� SSMH 13.09 9 SSMH 13.10 > =———- s SSMH 13.03 8'w $"wl 8'w 8'w 8"w 8"w 8•w 8"w s 8"SS > 8"SS»w 8'•N 8"w 8" N r a - _ W RIVER OAKS DR �- W RIVER OAKS CT SSMH 13.07 z - - " - - w r� - - Q co i'p, s > 8"SS > B..SS > 8" S > 8"SS > 8"SS > "SS s e..\ �\ w iy s•ss S s'ss > ss s"ss > s••ss > s"ss 5 > " °' / s — —� — �' — —SSMH 13. a / a I w cry I 05 — o Li — SSMH 13.06 �e" I ss S SSMH 13.02 I I I I D / I I I s EX SSMH 13.11 Q Q ® I N J' I I SSMH 13.08 A\ I o Q 0 22 23 / SSMH 13.01 I I I I I o °° I I I I I CO I S I Of O c p o I I o OAKS NORTH / ^� / 1 I I N SUBDIVISION / I 20 I BLOCK 21 BLOCK 36 J �� 21 22 23 24 25 26 I a I ❑ ❑2 ❑3 ❑4 ❑5 m NO. 11 D D D # I I Z I g I Z O I , 18 0 3 Q -8"w 8"W I � I I I ElI� ❑� r �4"PI N � SSMH 11.10 GI GI GI z 1 p• ® I 4.PI _4"PI 4,PI D D �, I 4.PI 4,PI — _ — U — — 4"PI 4"PI 4"PI 4 PI 4' 4"PI 4"PI 4"PI U SSMH 11.09 z T JUMP CREEK Q 16 " _ SUDIVISION NO. 3 I I A Z Z Q m ElfQ z Q o w W m N w CD w z 0 H- 0 as 0 N U cc LJ 0 z Cn Q 0 DATE: SCALE: 08/09/23 AS NOTED co co DESIGN: DRAWN: MRZ JBS 0 LE NAME: o JOB 468 40. 168-S-UTIL-PHU ` C6. 1 REF. w NO.: 0 SHEET w NO.: OF 171 z O N u N D T WESTBRIOGE 0-1 1 VJ�r SUBDII/ISION 0 \ - Y o � o yo o w SEE SHEET C6.4 _ Q z Of o v Q 0 W RIVER OAKS DR W RIVER OAKS CT 0 — ' C1 P W � 29 I C6. z 6.3 6.4 > WESTBRIDGE o a � 26 I BLOCK 26 SUBDIVISION Z Z a C6.5 0 S2 I THE OAKS }I NORTH JUMP CREEK SSA 2 47 cv SUNDO. 110N SUBDl l9SlON NO. 3 J INVN2531.0 W1 a'Pi a„Pi a„Pi a'Pi Q 30 a„Pi o W o f W6 9 LF-6" W5 Cn E s"w co 177 LF 8"W 8"W s»w s»w 349 Lg.w Q W1 8"w ❑ O 25 / W6 W3 N _ W3 9° - � W RIVER OAKS DR - 3 w SHEET INDEX M S2 SSMH 13.02 S1 S5 SSMH 13.03 S1 S5 4 W4 5 W4 - —'r W W a Z OD NOTT 6 z = N.T.S. Z o A O ' % 1 3 S >♦--8"SS > $"SS > 8"SS > 8"SS >+-8"SS > 8"$S > 8"SS—�> 8"SS J (� PART /P�����'° ,2 ���a ss 16s° 3 = W o ° s U) I I U W a t7 \ \S 1N� - - I — - - Q � Z �- 6 W4 ❑24 / `�y \ 0� � c, I S(n2 I S2I I SN2I I ❑ N C� +�' O • (V 41 pOW3 � / STA. 3+71 STA. 43 4 LEN. 32' LEN. 32' STA. 5+16 STA. 5+89 LEN. 32 LEN. 32' � Cw N INV. 2531.4 INV. 2531.7 INV. 2532.1 INV. 2532.1 0g 00 U N OAKS NORTH 23 Z � S5 S1 SSMH 13.01 ❑ Z W 0 SUBDIVISION NO. 11 ti 21 22 23 24 Z W2 SEWER KEYNOTES J -C BLOCK 21 / 13 LF-6" I O S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. Id �i W3 •� I 3 W5 0 S2 4" SEWER SERVICE CONNECTION @ 2% MIN SLOPE PER ISPWC SD-511, OM INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. S3 EXISTING SEWER MAIN TO PROTECT IN PLACE. M W7 W8 PLAN VIEW - W RIVER OAKS DR O [Lq w I S4 EXISTING SEWER MANHOLE TO PROTECT IN PLACE.# s S5 MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL WALL OD ?W BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. 0 N II s 18 I Z S I W 3 z I � � Q WATER KEYNOTES EX SSMH 11.10 S4 © / W1 1" DOUBLE SERVICE CONNECTION WITH 3/" METER AND METER SETTER a"PI PER COM STD DWG W1, W3, AND W6. W2 1" SINGLE SERVICE CONNECTION WITH %" METER AND METER SETTER PER COM STD DWG W1, W2, AND W6. OAKS NORTH W3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.1. SUBDIVISION NO. 11 JUMP CREEK W4 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SUDIVISION NO. 3 SHEET C1.1. W5 z FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. o W6 11.25` ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. I 0 W7 EXISTING WATER MAIN TO PROTECT IN PLACE. o W8 REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT TO EXISTING Z 8" WATERLINE, CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION BEFORE CONSTRUCTION. o U J 2545 2545 z ui c r LJ CD m Z � W t Q N O En N w 3 W 3 v \ \ W z o D o rn o Q U r7 I_� C! Cc \ \ 0 N 04 O O N o lN!) S dQ Z NN pMQ C NZ_ NZ Z wN 2540 N C" 2540r- 110 + NO + NNNP C) N a z N N N N °J°O °� PROPOSED GRADE N _" O ° EXISTING �' �' °O AT SEWER _ W RIVER OAKS DR GRA E AT SEWER - - - - o Li - - - - - - - z EXISTING GRADE o+ O ~ 2535 i 1� S5 AT SEWER Q C) O S5 Q S5 U7- - - - - - - - - - - - I--- T O 1 - - - - - - - - - - - - - - -i- - - - - - - - - W W 2 Q Q - _ - _ 2 z cn 1- - - - - - 8" WATER J 07 Q cn 3Z O Q W W 0 Z w APPROXIMATE U7 Z Z Q QD GROUNDWATER Q Q Y Z -- ELEVATION _j Q LLJ 2530 — — — 2530 Y _ Q EXISTINGLLJ Q 8" WATER j \ 0 Q — O / m z 45 L.F. 8" PVC ® 0.62% w Q 7.7 j:4:7:L.F:. 8" PVC @ 0.42% O O N 352 L.F. 8" PVC ® 0.42% Z D Q W 0 0 W 2525 2525 Elfzo FEET uj 30 0 15 30 60 0 EXISTING LL_I 00 24" GIRR N GRAPHIC SCALE O w 0 1 inch = 30 ft. Horizontal (n z FEET Q 3 0 1.5 3 6 0 1 DATE: SCALE: 2520 2520 08/09/23 AS NOTED Q0 1 2 3 4 5 6 GRAPHIC SCALE 1 inch = 3 ft. Vertical DESIGN:MRZ DRAWN:JBS _j PROFILE VIEW - W RIVER OAKS DR JOB NO.: IfFILE NAME, 4468 4468-S-SAN-WAT-PH13 U; REF. 6 SHEY NO.: 10 OF 17 z O N � N T WESTBRIDGE Z ���ER o 1 VJ�r SUBDII/ISION I \ - Y 0 6 J' o _j o yo o w SEE SHEET C6.4 o z w 00 Q I1�5TW RIVER OAKS DR W RIVER OAKS CT 0 l)1 (1 P W C6.2 o C6.3 6.4 Y `�� 1 WESTBRIDGE z z Q �d WESTBRIDGE I SUBDIVISION ` C6.5 0 SUBDIVISION 1 THE OAKS NORTH SUBDIVISION JUMP CREEK N0. 11 SUBDI l9SlON NO. 3 4"PI —4 PI 4'PI El p _- _ _ - 4"PI 4"PI 4"PI 4"PI 4"PI 4"PI30 o W3 .P4 pl .PI 4 4"PI Z O SSMH 13.09 S3 jW pN BLOCK M-- N Q U 8"W 349 LF W9 W6 9 LF-6" W8 S > 81s >- 40 LF ��� m 8"W 8"W 8"W 8"W 8" 8"W 8"W 8"W 271 LF 8"W 8"W 8•W w W4 w5 SHEET INDEX S3 S1 SSMH 13.05 w5 W RIVER OAKS DR w _ r W5 W RIVER OAKS CT s"w s1 x > M a Z OD W4 ��,"'� 3 S3 S1 SSMH 13.07 \ N.T.S. W Z D � D 8 3 � SSMH 13.06 S3 S1 9 11 10 11 \ 84�F • J fn >�8"S S -�-- "SS 8"SS > 8"SS �> 8"SS > 8"SS 8"SS > 8"SS >� 8"SS F > U W 180' 3 W� IS"SS S > 8"SS > 3 8"SS —> 7 8"SS S 8"w W8 S• II�� U) N N W3 I 180° I W4 162' W3 co LJ 70 Q — — I V) N I N e ss / s vI �_ Z . E - - — 3 —I- - - - — - - I — 2 ® W I� > 2 � O ro D D w I cn I V) \e"ss 111° �� BLOCK 36 '� W N 41 S2 I W1 Oc¢n J © I I S W7 STA. 6+62 STA. 7+28 w U- / °' S2 W _ NLEN. 32' STA. 9+05 STA. 9+72 STA. 10+46 S3 OSSMH 13.08 s LEN. 3 . + 12 LF W 1 o INV. 2531.7 7 LEN. LEN. 32 LEN. 32 U) INV. . LEN. 32' c C4' ia oOINV. 2532.1 INV. 2532.5 INV. 2532.8 INV. 2533.2 W4 S I Q Z_ � 24 25 z 'a3o \ I J'6 LF-6" W6 W2 Z W 0 26 D 0 0 ® 0 co �� SEWER KEYNOTES Z i N t I BLOCK 36 BLOCK 36 (�D S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. la SEE SHEET C6.4 CO �' 3 4" SEWER SERVICE CONNECTION @ 2% MIN SLOPE PER ISPWC SD-511, r� STA INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. 0 O PLAN VIEW — W RIVER OAKS DR & W RIVER OAKS CT 1 /N�ESg42Z © W1 S��OS2No S3 MANHOLE SHA THEL HAVEAAN M SIDE N RHECONE SEW WITH THE VERTICAL WALL 14 Z M I 33 8 W S2 /� Z Imo( Z WATER KEYNOTES1Lq z W W1 1" DOUBLE SERVICE CONNECTION WITH Y44" METER AND METER SETTER PER COM STD DWG W1, W3, AND W6. W2 1" SINGLE SERVICE CONNECTION WITH %" METER AND METER SETTER Y PER COM STD DWG W1, W2, AND W6. Y � o W3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET C1.1. W4 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C1.1. W5 POTABLE/NON-POTABLE MAIN CROSSING WITH AT LEAST 18" VERTICAL SEPARATION. W6 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. w 2545 2545 W7 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. N W8 22.50' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. Z W NC14 N n ��`' W9 8"x8" CROSS AND 3-8" GATE VALVES WITH THRUST BLOCKING PER 3 > N M 00 �o jl' ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. � � o +oZo N N N�., > o ®1 EXISTING WATER MAIN TO PROTECT N PLACE. w C4 r- N o II � ¢ II Z Z rr�i c0 N N �_ +M Z � ��„ W1 REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT TO EXISTING N o z o = �N z z PROPOSED GRADE cn 8" WATERLINE, CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION N N ^ o - a - - AT SEWER BEFORE CONSTRUCTION. w LO Ln II = �N Z Z cn v) 00 '00 II — 2540 M +M ui Z N N E 0o 00 2540 a 2 �NLLJ Z Z Z H II — N N 0_00 00 — —_ CD m Q 0 W U m W O _ _ OLd + CV z _ — — — -- — — EXI TING GRADE \ o Q QCO S3 - - AlSEWER q o 0 U 00 12" STORM DRAIN 12" STORM DRAIN o (� _ _ W W — — 12" STORM DRAIN 12" STORM DRAIN g" WATER 2535 o Ld Z = O 18" 2 W L 8" WATER 18 MIN. O MIN. U W — Q Y — — — — — — — — — — — — — _j U o APPROXIMATE GROUNDWATER LL (� 2530 ELEVATION 2530 O Y z O U Q � _I ~ � LL � N Q > O Q Z � 0Zco N Q CD Q Z o � 352' L.F. 8" PVC ® 0.42% Z� � //� 2525 330 L.F. 8" PVC ® 0.42% FEET 2525 30 0 15 30 60 O LLJ = 129 L.F. 8" PVC ® 0.427 LLJ Q v, 80 L.F. 8" PVC 00.42% GRAPHIC SCALE Ii) O >Q m z 1 inch = 30 ft. Horizontal Q I FEET Y w M0M 3 0 1.5 3 6 Q ¢ T W N y Z O 2 z 2520 12520 GRAPHIC SCALE QOf w 6 7 8 9 10 11 12 13 1 inch = 3 ft. Vertical � LLI � o LLJ 0 as PROFILE VIEW — W RIVER OAKS DR & W RIVER OAKS CT w N U y LiJ z U) Q 0 DATE: SCALE: 08/09/23 AS NOTED a DESIGN: DRAWN: MRZ JBS L JOB NO.: IfFILE NAME: 0 4468 4468-S-SAN-WAT-PH13 cn REF. C6.3 w NO.: 0 SHEET NO.: OF 17 ) z O N u N p T WESTBRIDGE 1 VJ�r SUBDIIOSION � \ — Y Z W 00 Q WE S TB R I D G E m W RIVER OAKS DR W RIVER OAKS CT p V 1 O I Z:C6.2 w 6.3 6.4 Q w �s P w SUBDIVISION o Y �y i �d Z z 4"PI 4'P1 4"PI ' 4"" 4"PI m C6.5 O SSMH 13.09 S3 S1 J3 9 THE OAKS S3 $1 NORTH 3+00 S4 SUBDIVISION JUMP CREEK N0. 11 SUBDI WSION NO. 3 J S > 81SS > 8'S o > 8'SS > - _ ---- $ n a O 13j• sr w R/ tix° x°o Z R 0qk a4 cF _ _ _ — W S CT 8•w WIS Z `r a EX. SSMH 13.11 S5 S6 0 / p IW8 04 M 8 , W3 SHEET INDEX U \1`2 ' ® ¢ N.T.S. a Z OD\ . 111. � 8SS �6, BLOCK 36 "U: W o W LLJ S W7 = S3 @ SSMH 13.08 J� `off� a I m V' 70 Cl) / 12 LF Z W coW4 �J' S2 I I > O O coI �6 LF-6" W5 +� N cc: (n QO N rn V O Z. V kp G� W j I I S4 Z WSTA Q lE 12�2Z 51v 33 � 5 Z a N SEWER KEYNOTES J 5/NV 8 © Wl �S2 I la S2 - I I I I S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. 3 S2 4" SEWER SERVICE CONNECTION @ 2% MIN SLOPE PER ISPWC SD-511, M INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. C9 0 PLAN VIEW - W RIVER OAKS CT S3 MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL WALL Z n M BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. �� I-- W rx S4 EXISTING SEWER MAIN TO PROTECT IN PLACE.S5 EXISTING SEWER MANHOLE TO PROTECT IN PLACE. OD ?W S6 FIELD LOCATE AND CONNECT TO EXISTING SEWER MANHOLE; n n n Z CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION; u W 2550 2550 NOTIFY ENGINEER OF ANY DISCREPANCIES. S7 28 LF 18" STEEL SLEEVE, J" MIN. WALL THICKNESS WITH WATER TIGHT END CAPS AND CALPICO SPACERS OR z APPROVED EQUIVALENT, PER C.O.M. STD. DWG SW1 AND SW2. a Y N � � 0 � W _ N WATER KEYNOTES N � N00 W1 1" DOUBLE SERVICE CONNECTION WITH 3/" METER AND METER SETTER z od PER COM STD DWG W1, W3, AND W6. 2545 v v L N M 0 p j N N 2545 � N M O N N = M^ Z II o W2 1" SINGLE SERVICE CONNECTION WITH %" METER AND METER SETTER N 04 � �i ,�; oo ? o N +,� - I PER COM STD DWG W1, W3, AND WIS. o co C-4o N u o N ," a z z x 0 z z W3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET O Z p O) oo II U) z s w to C1.1. oo ao O � ,5 — or'i of z cn cn� ao ao C1.1. z _ ± z z N N j W4 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C1.1. N N m� � PROPOSED GRADE — — _ _ 0 N (N d'OO ao AT SEWER v EXISTING GRADE i W5 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. N AT SEWER _ o — 22.50' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. 2540 — — — — — — — — — — — — 2540 W7 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. z — 77-- — S3 W8 ABANDON EXISTING WATER MAIN STUB BY REMOVING THE GATE VALVE o AND INSTALLING A BLIND FLANGE. (2- S3 S3 12" GRAVITY IRRIGATI N ui m Q v r LJ W U m' Z � Q N 0 4" PRESSURE IRRIGATION 2535 2535 _ APPROXIMATE o � o o GROUNDWATER a ELEVATION c U W U L 0 O Ld 2530 2530 O z o U 0 = r Q Q U Q 2525 2525 Q Q Y Z o s7 ¢ Z O � _ � Y — 65 L.F. 8" PVC @ 0.42i W w Q 157 L.F. 8" PVC @ 0.42% > \ o 0 y INV.=2521.35 8 °1/0 MM W N 2520 ®S 2520 2 INV.=2521.24 019 N D, Q 07 Elf FEET 30 0 15 30 60 N GRAPHIC SCALE w 2515 2515 1 inch = 30 ft. Horizontal C/) 1 2 3 4 5 FEET 3 0 1.5 3 6 DATE: SCALE: 08/09/23 AS NOTED PROFILE VIEW - W RIVER OAKS CT GRAPHIC SCALE DESIGN: DRAWN: 1 inch = 3 ft. Vertical MRZ JBS JOB NO.: IfFILE NAME: 4468 4468-S-SAN-WAT-PH13 v; REF. C6.4 NO.. Y NO.:SHE 12 OF 17 z O N u N � I WESTBRIDGE 1 VJ�r SUBDIIOSION � \ — Y Z a0of w >_ v Q 0 W RIVER OAKS DR W RIVER OAKS CT � � o� i� I � C6.2 Z 6.3 6.4 J'� CL Q w Y CU f' o d Z Z C6.5 0 THE OAKS NORTH SUBDIVISION JUMP CREEK N0. 11 SUBDI l9SlON NO. J W u f O N SHEET INDEXm It N.T.S. a Z OD W 0 SEE SHEET C6.3 _ 2 C7 -2 7 5. o - - - - I N W N CD I C0 0 i 4 JUMP CREEK I I N 14 SUDIVISION NO. 3 I ��/ � 5n, ' 2s c°� * o SEE SHEET C6.2 Z i O I J W Q e• T\\ h o I I W 0� N WESTBRIDGE Z 5 SEWER KEYNOTES Q 45 ws SUBDIVISION W2 26 S 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. a 17.5' .C-2 V1. 3 BLOCK 26 27 28 I N OAKSTONE AVE S2 4" SEWER SERVICE CONNECTION 2% MIN SLOPE PER ISPWC SD-511, 0 uN, I INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. C9 O STA. 3+11 �, 2+00 3+00 II I -- Z �2 S9 \ SSMH 13.02 S1 S3 I LEN. 27' t - - I - _ I ti 3+6 S3 MANHOLE SHALL HAVE AN ECCENTRIC CONE WITH THE VERTICAL WALL S 1 W8 W9 I W2 W4 W2 I W7 I W2 I W9 - �- I- BEING ON THE UPSTREAM SIDE OF THE SEWER MAIN. ��- W p9 { INV. 2532.3 I II 1 /� W 8"W 8"W 8.W 177 LF 8"W r Jv� Z cp, l M 29 LF M M — ws w1 -' w3 _ I W8 WATER KEYNOTES z 0 �r --w — —�v �►�rv�w—w w— S2 — — — — W2 10 LF °D W 2 3 S 3 1 W1 1" DOUBLE SERVICE CONNECTION WITH " METER AND METER SETTER S z ❑1 v I I N 8"SS <�8"SS < 8"$S < 8"SS--< PER COM STD DWG W1, W3, AND W6. Y44 °� oo BLOCK 26 2g S1 S3 SSMH 13.04 cn - - - - - I Cn W4 Z �2 coi W2 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET Y 3 SSMH 13.03 S1 S3 - CD W5 C1.1. Y 20 cn a"Pi I W3 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON O SHEET C1.1. 17.5' 9 LF-6" W4 POTABLE/NON-POTABLE MAIN CROSSING WITH AT LEAST 18" M M+ I > I WESTBRIDGE M M+ �_j VERTICAL SEPARATION. S2 Z N � Z FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. J I J H 22.50° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. SEE SHEET C6.2 SEE SHEET C6.3 W7 8"x8" CROSS AND 3-8" GATE VALVES WITH THRUST BLOCKING PER PLAN VIEW - N OAKSTONE AVE ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. PLAN VIEW - COMMON DRIVE SEWER EXTENSION W8 EXISTING WATER MAIN TO PROTECT IN PLACE. Zo Wg REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT TO EXISTING 8" WATERLINE, CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION u BEFORE CONSTRUCTION. N w 0 2545 2545 2545 2545uj Z 0 U J v r a U � W :2 N ¢ m co N N EXISTING w cr, v v "'Cd N OAKSTONE AVE o w o o coo "' + GRADE AT SEWER a � M N N N Q N Z M N) N 2540 - o �° V) V)E°° 2540 2540 2540 � Z o z z o PROPOSED GRADE o Q ±N > > > AT SEWER PROPOSED GRADE - o 0 o o M z z z EXISTING AT SEWER — — — — — O N N E °O 00 00 N OAKSTONE AVE o w a GRADE AT SEWER f4" PRESSURE Q IRRIGATION = _ — EXISTING GRADE Q AT SEWER �_I__� 2535 - 2535 2535 18"MIN. 2535 00 � _ o — — — 4" PRESSURE IRRIGATION 12 STORM 12" STORM (Z) ~ 'E _ _ — DRAIN DRAIN z Z — — — 18" EXISTING 00 — n EXISTING GRADE MIN. 8" WATER Q II, AT SEWER APPROXIMATE 18 T CO GROUNDWATER MIN. 8" WATER 0 y r Q Q8 WATER ELEVATION Z W p u EXISTING FEET Q O Q 30 0 15 30 60 Q O 8" WATER APPROXIMATE z 2530 2530 2530 - 2530 z Z Q � � GROUNDWATER Q W - ELEVATION GRAPHIC SCALE _ Z Z 1.64% w 165 15 g' PLO 1 inch = 30 ft. Horizontal Q (n O L� Q FEET Y 3 0 1.5 3 6 W Q d GRAPHIC SCALE Q 0 1 inch = 3 ft. Vertical Q z = M N 2525 2525 2525 2525 z D w 0 0 w SEWER Elf SANITARY o uj � LLJ a � N U iLij z 2520 2520 2520 2520 Y 1 2 3 1 2 3 4 PROFILE VIEW - COMMON DRIVE SEWER EXTENSION DATE: SCALE: SO PROFILE VIEW - N OAKSTONE AVE AS NOTED DESIGN: DRAWN: MRZ JBS 0 JOB NO.: IfFILE NAME: 0 4468 468-S-SAN-WAT-PH1 4 3 cn 0 REF. 5 w v Y NO.:SHE 13 OF 17 z O N � N U D T z 06 S �� k,� yo o w—, oa Z w 00 Q >- Lo Li �� P w N Q 0 .04 FEET J 50 0 25 50 100 Z Lu GRAPHIC SCALE f 1 inch = 50 ft. Horizontal Z a Z Z 00 vv v w w W �� W W I W W I W I 10 ° W I— / 1 1 1 0l — W. VANDERBILIT DR. — I I — — I I — Cf S S S S ' ' S ' S S S I s S ' S 27 I t7 II I 0 I z O W N O O 4 PI 4 PI // = — PI PI 10 PI PI = = = PI PI 1s PI 2 28 A O 169 LF 8 8 I TOT LOT D cn I 7 / 2s /� 0 0 `J/� • p (1) 00 28 I — ° — O n 11 — — — 18 // — W ; O I r 20 O _ _Z ul) i EL w i �� z c� I • Z i co O I a J \ CA W \ W • M a 27 s o / / — \ O 12 z� 25 Z O - - NOT A — . - I I> Z PART - - r o U) 11 4"PI n O TO LF 10 ° WESTBRIDGE ❑ Lu SUBDIVISION °4 — 29C O _ a O \ 13 - - - � 16 22 � Y � J Q I 23 24 I C Q a r � I � o I of I 26 J 3 1 I �— 9 5 9 ° 1 BLOCK 3 1 25 n I I I PI l 14 _ — _ 15 • 4 PI 4 PI 4 PI 30C 4 PI 447 LF 4 PI - 4 PI �4 PI — p�— — PI PI 1P1 I PI PI PI rill i 77 LF 4 PI 1 4 PI 9C 4 PI 4 PI 536 LF 4 PI 4 4 BLOCK 26 1 8 — — — — — �1 — 3 s"ss U. / s„W a"w 8"W 8"W s"W s"W s"w 3 a„W \ s > 9C 8"ss > 8 8 W 8 W 8 N m zz W RIVER OAKS DR .D 0 0 W RIVER OAKS CT s'.w ��s > s"ss > s°ss >— ,"ss > s"ss 5 — — z /y s'ss > ss > $"ss > s"ss > s"ss ci 4_ 3 — — - — .�> 8'ss > ss—per o ci 5 a I I o o Q Cn Li 2 0 Z s / ❑ ' I v 0 24C s o J� Z 22 23 1 I I I I I o I s ov J / 19 I 20 I \ � - - 4 a Y � z / \ c� J Q m 0 I 21 22 23 24 25 26C I I 1C ❑2 3 4 5 m N ❑ ❑ cn o 0 0 BLOCK 21 ❑ I Z O z � # I I BLOCK 36 9C o w 8C 3 I I < a N N 00 OAKS NORTH $„W 7 9 4 I I I I I I I © ❑ I uj SUBDIVISION _ 9 8 I I I N s 3 26 LF 23 LF 148 LF 4 4 I 4 I I I I I a o Q CD NO. 11 I 4"PI — 4"PI 14 LF 3 6 4 4 o 00 3 �1 4 N 0 ® 20 1 12 GI cl cl 8 8 3 o w "PI 4"PI 4"PI 382 LF I 4"PI 11 Pi4"PI D - - 540 LF o Cn 2 7 1 - - _ - 4"PI 4"PI 4"PI "PI 4" 4"PI 4"PI 4"PI 1 .• 1 Z 1 9 5 9 1 BLOCK 16 1 A * O BLOCK 14 JUMP CREEK o _ 16 17 O SUDIVISION NO. 3 I O I Q m 0 C O v 3 8 � 10 11 13 14 15 8 16 17 18 0 ❑ 2 O ❑ d� � I FTI a I I J z o p � 0Q 0 Z Z 00 24" CONCRETE PIPE, PVC METER LID !Q Z Q PIPE, OR METER TUB V ,^ Z LLJ w KEYNOTES Y 0 O1 EXISTING PRESSURE IRRIGATION MAIN TO PROTECT IN PLACE. Q ` O2 CONNECT TO EXISTING 4" PRESSURE IRRIGATION MAIN. CONTRACTOR 0 / m z PRESSURE TO VERIFY PIPE SIZE AND LOCATION. W Q IRRIGATION < MAIN LINE O 2" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. w MM o O 1 L CURB STOP O W 1 Yz" TAPPING BALL VALVE 4 3/" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. D L' SADDLE O5 8 C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER PRESSURE IRRIGATION NOTE 1 ON SHEET C1.1. U) w °o°o°o° © PRESSURE IRRIGATION DRAIN VALVE TO BE PLACED AT LOW Lv Z 6 °°°°°°° 18" MIN. POINT OF PRESSURE IRRIGATION SYSTEM. z °�°�°�°o ° ° ° ° O7 45° BEND WITH THRUST BLOCKING PER ISPWC SD-403. O " CRUSHED ® 90` BEND WITH THRUST BLOCKING PER ISPWC SD-403. OCT 0 24" ROCK CHIPS F O9 4" GATE VALVE THRUST BLOCKING PER ISPWC SD-403. (j 0 10 CAP OR PLUG AND MARK END OF IRRIGATION LINE. C/j z 11 4"X 4" TEE WITH 2-4" GATE VALVES AND THRUST BLOCKING Q PER ISPWC SD-403. 0 12 DATE: SCALE: 24 8" C-900 PVC SLEEVE CENTERED UNDER 24" GRAVITY IRRIGATION 08/09/23 AS SHOWN co PIPE PER PRESSURE IRRIGATION NOTE 1 ON SHEET C1.1. co DESIGN: DRAWN: MRZ JBS/EJS IRRIGATION DRAIN DETAIL JOB NO.: j FILE NAME: o NOTE: INSTALL IRRIGATION DRAINS AT LOW POINTS WITHIN 4468 4468-S-PIRR-PH13 THE PRESSURE IRRIGATION SYSTEM FOR WINTERIZATION. C7. 1 REF. w NO.: 0 SHENO.: 14 OF 1 I71 O N � N u D T � DER z 6 S o 0 �� tvO yo O w J Q O Z Lo 00 Q ow 117� Q w N Q 0 z FEET 50 0 25 50 100 Z W GRAPHIC SCALE f 1 inch = 50 ft. Horizontal Z 0 N a Z 00 W 0 Z N 6 � o • N 10 28 > -1-1 Q O 19 A aI C Q 0 TOT LOT 26 rz U U N O o 0 O ❑ U • W ; N r r Z � .� ~ 0 20 2 Z w 0 • Z i a � t9 0 27 O8 12 25 I n n n Z M 17 - I Iul11 W N O T A I A I Iw PART - - I o WESTBRIDGE 21 I SUBDIVISION Z W 29C O13 16 22 O _ C Y 23 24 � I v Y N � � 0 I � I 1 26 I BLOCK 26 SL# 1 2 4 4 SL BLOCK 3 4 # m 25 14 15 30C 3 9C / — — — — — — 5 6 M W RIVER OAKS DR 3 W RIVER OAKS CT 5 _ _ i z M 6 0 - - — — - - — - - _ SL# 1 I N 1 SL# 24C SL# 1 47' / ® 9C o p OAKS NORTH 23 / i 1 33 I I I I I 7 I Q 22 SUBDIVISION I I I I I I I C.)NO. 11 / I Q 1 \� � - - Q Q U r C-) w m / 19 1 20 I w J ¢ m Q 4 I 21 22 23 24 25 26C I I 1C 0 ❑ ® ❑ m BLOCK 21 cn BLOCK 36 I z z I o I z N 18C I I I I I I I © 1� ❑ ICA 1 1 I I 1 SL# I I I I 0 o 4 _ O 00 o 0 w I 4 4 4 C BLOCK 14 JUMP CREEK BLOCK 16 4 0 SUDIVISION NO. 3 Q (DO O 3 l 10 " 12 13 14 15 16 17 18 O d� 8 , I Z Ld O CD I Q 2 STREET LIGHTING NOTES KEYNOTES I I CD Q Q 00 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE (D INSTALL TYPE 2 STREET LIGHT WITH I.E.S. TYPE II LUMINARIES y � 0 Z Z QD WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN PER COM STREET LIGHTING DETAIL 6A 0 I 0 Z Q SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL O2 EXISTING STREET LIGHT Z ELECTRIC CODE. z U) W O3 INSTALL STREET NAME DESIGNATION SIGN Q Y O � 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT ® SIDEWALK TO CONNECT TO ADJACENT PROPERTY SIDEWALK Q U) https://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A O5 INSTALL "NO PARKING FIRE LANE" SIGN TYPE "A" z 0 z PERMIT AND REQUEST INSPECTIONS. PER APPENDIX D OF 2018 IFC m 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE © INSTALL "NO PARKING FIRE LANE" SIGN TYPE "C" = W M o REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND PER APPENDIX D OF 2018 IFC _ N ASSOCIATED WIRING. D O7 INSTALL "NO PARKING FIRE LANE" SIGN TYPE "D" LLJ 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. PER APPENDIX D OF 2018 IFC z FROM FIRE HYDRANTS AND 2'MIN. FROM WATER METERS. W Z Li L_LJ 0 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. Elf ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE 0 STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING NN FINAL INSPECTION. d cc W 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO Q ACCESS LOCKED METER PEDESTALS. 0 DATE: SCALE: 08/09/23 AS SHOWN co SIGNAGE NOTES DESIGN: DRAWN: MRZ JBS/EJS 0 1. PRIOR TO INSTALLATION OF SIGNS CONTACT ACHD INSPECTION TO COORDINATE ALL SIGN LOCATIONS. JOB NO.: FILE NAME: 2. SIGN INSTALLATION CONTRACTOR SHALL BE BONDED WITH ACHD AND OBTAIN A RIGHT OF WAY PERMIT PRIOR TO SIGN 4468 4468-S-LGT&SGN-PH13 INSTALLATION.u REF. C8. 1 3. SIGNS SHALL BE INSTALLED PER ACHD AND IFC STANDARDS. THE BOTTOM OF THE SIGN(S) SHOULD BE 7' ABOVE THE NO.: 0 ROAD/SIDEWALK SURFACE AND SHALL NOT BE IN THE TRAVEL WAY. THE SIGN(S) SHALL BE INSTALLED ABOUT 6"-1' BEHIND CURBING OR EDGE OF PAVEMENT ON A TELSPAR POLE. NO.: 15 OF 17 ) z O N u N D T WESTBRIDGE 0-1 d KEYNOTES SUBDII/lSIDN 06 y S Gv p O w G1 INSTALL PRECAST CONCRETE CATCH MANHOLE PER ISPWC STD DWG SD-611. Z Z 00 w W RIVER OAKS DR ¢ W RIVER OAKS CT 0 V I O G2 EXISTING GIRR MANHOLE TO PROTECT IN PLACE. Z ��� � P w G3 EXISTING GIRR PIPE TO PROTECT IN PLACE. y��d 0 G4 CUT TOP OF GIRR BOX 5' BELOW GRADE. FILL WITH PITRUN AND ABANDON IN PLACE. Z Z G5 GROUT EXISTING GIRR PIPE AND ABANDON IN PLACE. THE OAKS G6 EXISTING TREE TO REMAIN UNDISTURBED. NORTH SUBDIVISION JUMP CREEK N0. 11 SUBDI l9SlON NO. 3 W u f I O N SHEET INDEX N.T.S. a Z OD W � • c 2550 2550 O i W N O O zv � 0 O +, N :31 Z W` �M � r N v W`� _ M M O N II co • � � oo +LO mrn 11�� V O 04 N _ o N po � ro i II N� `M H CV _ ¢M > > O� N Z _ N - L +N ci II c� cn� Z Z x �� N N II Z W 0 +Lr) II II 2545 _ `" z z o _ N z z o 2545 • Z i w � z >z_ >z PROPOSED RADE w U-)E AT FIPE la NOT A • 3 PART 0 0 0 T T T T T T T T T T T-T-T T � M I 4 W _ Lu EP EP EP EP EP EP OD EP EP EP EP EP EP Z _ f 2540 2540 N BLACK CAT ROAD _ _ 0 Z EXISTING GRADE w w w w QIFw w w w w w W w w w- 84 W EX 12" GIRR AT PIPE L.F. 12" ADS — - - - - _ ___ _ z Y P ® ss—ss—ss—ss ss ss s �_ ss Y 1.52q, ss ss ss ss —ss � EP EP —— Q — m 0 G4 142 L.F. d3 _ _ G4 — 12„ Ap _ G5 P OP EP— dot117 d4L L_ EX 12" GIRR — 1�—d d d01 dol dol- 2535 2535 G6 X N G5 N Vl +c 0 G2 EX GI MH1 w I I `� / EX GI MH2 G2 1+00 II I aal 19, I2+00 3+00, •142 L.F. 12" ADS 0 1.53% 4+00 z EX 12" IRR G3 12rG1 IRR \ ., "� PI EX 12" GIRR PI G3 - PI PI I I GI MH #1 G1 _ 2530 2530 ' ' Id t -id t I „t Id,t w 0 I— 84 L.F. 12" ADS HP ® 1.52% JUMP CREEK WESTBRIDGE 8 - SUDIVISION NO. 3 SUBDIVISION I `oNo BLOCK 36 \ \ \ \ I o - \ Q CIO co co c � W U 2525 2525 12" GRAVITY IRRIGATION PLAN VIEW - N BLACK CAT ROAD Q Z N N \ \ LLI O H O Q O CO O 18" STEEL SLEEVE � O w u — 8" SANITARY MAIN FEET 30 0 15 30 60Lu 2520 2520 I GRAPHIC SCALE LL o 1 inch = 30 ft. Horizontal 0 FEET 3 0 1.5 3 6 z O GRAPHIC SCALE 0 = v ? 1 inch = 3 ft. Vertical Q Q Y 2515 2515 z O Q �- 1+00 2+00 3+00 4+00 Z 12" GRAVITY IRRIGATION PROFILE VIEW - N BLACK CAT ROAD Q Z Z zv V) 0LLJ O Y Q U) QQ 0 > m � 0 y m W m N 2 � 2 z F— U) > a Q N z O LLJ 0 DATE: SCALE: 08/09/23 AS NOTED DESIGN: DRAWN: MRZ JBS JOB NO.: LFILE NAME: 4468 68-S-GIRR-PH13 v, REF. C9. 1 NO.. Y NO.:SHE 16 OF 17 z O N u N u D T NOT A 0-1 d tSUBDIKSION �nPART PLAN VIEW KEYNOTES BRIOGE o r r T r r T T r r r r r r `� O1 SAWCUT EXISTING ASPHALT AS REQUIRED (MIN. 2') FOR 1% TO � 4% CROSS SLOPE (PER ACHD SD-806, SD-301, & SD-303). Z w 00 EP —EP EP EP EP EP EP O2 N BLACK CAT RD WIDENING W/BORROW DITCH PER DETAIL A, W RIVER OAKS DR w W RIVER OAKS CT ¢ `% P w EP EP EP EP EP— z THIS SHEET. o Y o �� N BLACK CAT ROAD O3 PROPOSED EDGE OF PAVING. C. m a d _ Q w w w w w 18-w w w w w w w w ® 3' WIDE GRAVEL SHOULDER AT 2% CROSS-SLOPE. SEE TYPICAL SECTION Z Z ~o w THIS SHEET. z 14 15 1 14 1 15 19 14 - PROPOSED 10' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 THE OAKS NORTH ss—ss—ss--Ss ss ss ss —ss ss ss ss s 20 _ _ _� THIS SHEET. _— _ _ _ 11 (ACHD SUPPLEMENT). SEE TYPICAL SECTION SUBDIVISION JUMP CREEK 2LF 16 ° _ � CONNECT SIDEWALK TO EXISTING SIDEWALK. NO l ___ O SUBD/l9S/ON NO. 3 i EP 0 3+0CI 0.4%�1 0.4% M —— 0.4% J.8% — 6 °° 4+00 5+00_ O7 TAPER SIDEWALK FROM 10' WIDE TO 5' WIDE IN 50 LF. Z 3� d3 — d� � P 12���iOPI EP T W 77 2541.i4 „c� d2541.05 — 2541.44 2541.36=2541.47 OP 2541.22— 2540.98 _ ® EXISTING BARRICADE TO BE REMOVED. Lu 12 d d01 d01 2 3 4 13 — \ \ i w 8 / /— — _ Og LIMITS OF GRADING, MATCH EXISTING GROUND. O N 9 9 3 4 2 \ 12 a 8 8 I 5 17 10 PROPOSED GRAVITY IRRIGATION. SEE SHEET C9.1. SHEET INDEX a — N / —2541.70 �2541.12 11 EXISTING GRAVITY IRRIGATION TO PROTECT IN PLACE. N.T.S. a Z � LLI 1-1, 6 2541.44 2541.52 —— � 2541.91 I I 11 12 CUT TOP OF GIRR BOX 5' BELOW GRADE. FILL WITH PITRUN AND ABANDON IN 10 n ft 2542 10 _ I PLACE. GROUT PIPE INLETS AND ABANDON IN PLACE. I � � 11 aal aal I 04 LJ Lu to,, 2541.63 2541.76 2542•i7 „cl 12"GI 9 IRR 13 EXISTING 26" DIA. TREE TO REMAIN UNDISTURBED. SEE LANDSCAPE PLANS. Z 70 / 1 5 10 \, 7 PI PI 14 EXISTING SEWER MAIN TO PROTECT IN PLACE. \ O — PI PI PI t Id v Id v I „t — W. N 15 EXISTING SEWER MANHOLE TO PROTECT IN PLACE. � .41 p O W JUMP CREEK 16 SWALE/BORROW DITCH 'A' WITH 3.75' WIDE X 3.5' DEEP X 42' LONG N It SAND WINDOW. SEE TYPICAL SECTION THIS SHEET. n n t! WESTBRIDGE - SUDIVISION N0. 3 UU � n Iw \ I~ 17 SWALE/BORROW DITCH 'B' WITH 2' WIDE X 1' DEEP X 90' LONG ' p * O 7 SAND WINDOW. SEE TYPICAL SECTION THIS SHEET. U N SUBDIVISION BLOCK 36 \ \ I w > 18 TYPE 'P' PAVEMENT REPAIR (ISPWC SD-303) IS REQUIRED AT A MINIMUM. Z V) ~ \ IF EXISTING PAVEMENT SECTION IS GREATER THAN TYPE 'P', THEN THE Z W CONTRACTOR SHALL MATCH EXISTING SECTION. O Z 19 INSTALL 4" SOLID (WHITE) 50 LF TAPER LINE. a � PLAN VIEW — N BLACK CAT ROAD 20 INSTALL TYPE III TERMINUS BARRICADE PER ISPWC SD-1132B (ACHD 3 SUPPLEMENT). • V' O 14�, n Z ri II I�I I"I II FE TYPICAL SECTION KEYNOTES w O1 5" THICK ASPHALT PAVEMENT (SP-3, 1/2" MIX, PG 64-28). � N O2 4" THICK 3/4" AGGREGATE BASE. W 00 z N N O3 25" THICK 6" PIT RUN. z 00 � ° N ® 6" THICK 3/4" MINUS SHOULDER. 0- z Z�i N N 00 d Y 00 0� :Z �' N °d 7-) O5 10' WIDE 5" THICK CONCRETE SIDEWALK (ACHD SD 709). Y 2 Z O of r6 O N +Ln r7 II © 4" THICK 3/4" BASE. co rl) N Q N O Z Z m + Z O ~ 02` N �N > > O7 PROPOSED SAND WINDOW WHERE SPECIFIED ALONG FRONTAGE PER ACHD wcn� 0- 00 00 d� - - DETAIL 5. (INFILTRATION WINDOW TO EXTEND A MIN. OF 1' INTO FREE X H—c - M N � N �, w "'� 00 00 DRAINING MATERIAL). N L c0 N M (O to N 00 lf) CO � (cV0 ._ 01 � N N¢ II aNSII S x O~O � NQ " N ro �' ® EXTEND 3/4" MINUS AND PIT RUN 6" PAST GRAVEL SHOULDER. (TYP.)2545 rn o _ + + M N N 2545 NN 7 M + N N � 11 It wN > II II II W II I II II Ld> > >W HJI� L NL U N W H W Q Nw Q Qw EX.NwN L- SS vi¢SS SCL ao �CLa aC aa-� � a ssa ROW daafl- A EXISTING GRADE Z — — — _ — — — — — _ 0.40X p 9 1.3896 40% — — 0.40% 0.84% 1.0 �L ALONG THE 35' COMMON LOT 48' - 6% 0L40% — 0 PROPOSED EDGE 0.40% OF PAVEMENT 17' Li / 1 CUT LINE 2540 2540 ��14'-23' 10' VARIES VARIES 14' 3' VARIES VARIES O7 PROPOSED GRADE 175% GRAVEL I w ALONG THE t 0.25% 5 6' 8' SHOULDER m PROPOSED EDGE MIN. 2 FEET CUT u Q OF PAVEMENT VARIES 6" FREEBOARD 2% 1 2-4% EXISTING 2% OF EXISTING EDGE J o '\//r//\//\// / / / r r �— OF PAVEMENT r a \\��\//�\\/�\\/�\\�\\�\\�\\\\\\\ K5 �) Zui SODw > SOD SIDE SLOPE //i\//j�/ Cn 8 2 (If Li ONLY (THIS SIDE), 7 ( ) 4 3 BORROW DITCH A: DO NOT COVER V-6" 0 2535 2535 STORAGE VOLUME 14 CU.FT./LF SAND WINDOW. GRAVEL SIDE SLOPES MATCH EXISTING BLACK CAT RD N N SAND INFILTRATION RATE - 1 IN/HR ONLY (THIS SIDE), STRUCTURAL SECTION IF LARGER \ \ w 3.75'(A) DO NOT COVER THAN SPECIFIED. \ \ o N BORROW DITCH B: 2.00'(B) SAND WINDOW. p STORAGE VOLUME 11 CU.FT. LF NOTE: DITCH MUST DRAIN TO WINDOWS 0 SAND INFILTRATION RATE 1 IN/HR ® 1% MIN. SLOPE. DRAIN ARROWS SHOWN o w w IN PLAN VIEW. Of c CI TYPICAL SECTION — N BLACK CAT ROAD WIDENING � 2530 2530 A N.T.S. 0 — PAVEMENT SECTION DESIGN PER ADDENDUM NO. 2 TO THE w GEOTECHNICAL REPORT PREPARED BY MATERIAL TESTING AND z H- INSPECTION, DATED FEBRUARY 8, 2019. Z z Li 0 O m 0 = � U 0 0 Q 2525 2525 0 0 Z00 z 00 Q Z Q 0 Z o w (10 0 LLJ � Q w Q z Q 0 > m z U 0 ^ 0 2520 2520 _ N 160 L.F. 8" PVC ® 0.17% O FEET Q w 125 L.F. 8" PVC 0 0.17% 103 L.F. 8" PVC 00.17% 30 O 15 30 60 J Z o 0 Lz o m GRAPHIC SCALE 0 1 inch = 30 ft. Horizontal z N U LLJ 0 2515 2515 z 1+00 2+00 3400 00 5 00 6400 Q M ON1 O o v N N d N N DATE: SCALE: N 08/09/23 AS NOTED co co DESIGN: DRAWN: MRZ JBS 0 2+00 3+00 4+00 5+00 o JOB O.: j FILE NAME: 468 4468-S-PROF BLA CAT-PH13 PROFILE VIEW - N BLACK CAT ROAD REF. w IN 10. 1 O SHEw NO.: 17 OF 17 z