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CC - Construction Plans z N o � v O e 119 z o 0 L S � �� k,� yo o w-, KnowCall before oa dig. THE OAKS NORTH SUBDIVISION NO 11 L o o j T ¢ z CALL 2 BUSINESS DAYS IN 0 s�yo�d ADVANCE BEFORE YOU DIG, o_ GRADE,OR EXCAVATE FOR THE Q MARKING OF UNDERGROUND o MEMBER UTILITIES MERIDIAN , IDAHO F, 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. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND THE ACHD THE OAKS NORTH _______ CHINDEN BL VD.____ W. DISTRICT Z SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. . 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 SUBDIVISION NO. 11 I 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 UNTIL THE SITUATION IS RESOLVED. i 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 a 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN AND ACHD ON SITE AT ALL TIMES. I M 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 Q Z 00 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. N _1IT_ SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. LV 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 I _ ___ 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 11 -T-rrT-T 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 r rrT�� 0 70 1 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 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 SUBDIVISION 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 9 WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. W - ON NO. 1. I I I I I I I I I I I I I I I I I I I I 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK a 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 �J I I I I I I I / II I I I I I IMPROVEMENTS. m -O O ( ) ( ) ( ) �LLLLLLLLLLLI LLL11111111 / +, It CONCRETE; D PLACING OF ASPHALT PAVING. li �I -_L�_1 JUMP CREEK N �y ( ) 1�f l I I I I I-I���� Irl 11����1��T� �' SUBDIWSION 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 Vf D }' � 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 II II I_I_I_I_I_I 1 1 LLI1 �'' BETWEEN BACK OF SIDEWALK OR CURB IF NO SIDEWALK AND THE LEADING EDGE OF ANY FIRE HYDRANT. ap -r I _ THE OAKS NORTH ( ) INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED II II I I I I I I 7\ `1 I' I I _ II O , O CONSTRUCTION PLANS. �LLLLLLLi / �'� - SUBDIVISION NO. 6 II 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD 0 V N N y' �'�L' INSPECTOR. W > 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. IZ7TTTTT� / �� Z v) LIJJJJJ 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-J �� 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. 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 N0. 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 SUBDIWSION NO. 2 B. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. `��/ . 3 PRESERVE EXISTING UTILITIES. NO. 10 I � C. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. V. � WATER (CITY OF MERIDIANS p I D. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. Z M 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 I BM #1 V E. PEDESTRIAN RAMPS ISPWC SD-712A AND ACHD SUPPLEMENT TO ISPWC SD-712G. 14 rx W AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. _ V F. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. n LU 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. O I 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 W 1 3 m 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE RE-EXCAVATED TO NATIVE SOIL AND 0 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 04 I THE OAKS NORTH = BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY W (IDAPA 58.01.16). i THE OAKS NORTH 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 = I SUBDIVISION NO. 2 SUBDIVISION N0. 4 ( ) � 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 i OAKWIND ESTATES = REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE v 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). I FURNISHED BY THE PIPE CONTRACTORS FOR PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, � 1 SUBDIVISION THE OAKS NORTH THE MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR CONCRETE COLLARS AROUND SANITARY v 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 I SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA SWALES). -- _-_--_ SUBDIVISION NO. 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 --- 7-) ILEILLI= CONCRETE COLLARS. INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. I i 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 NO. 1 SUBDIVISION NO. 5 16. CONTRACTOR SHALL INSURE PEDESTRIAN FACILITIES ARE CONSTRUCTED IN COMPLIANCE WITH ADA STANDARDS. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 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 I 2 0% IN GENERAL CONSTRUCTION NOTE NO. 1. 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 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. PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME THE PAVEMENT AND CONCRETE IS REMOVED. 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 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 N POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY, AND PREVIOUSLY, APPROVED IN WRITING BY THE DISTRICT. SHEET INDEX DRAWINGS. z 4. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS 1 OF 13 C1.1 COVER SHEET 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3, SECTION 3.4. Q CLAIM FOR ADDITIONAL COMPENSATION. 2 OF 13 C1.2 EXISTING CONDITIONS AND SITE DEMOLITION PLAN 4. ALL CATCH BASINS SHALL HAVE AONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. Q 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 3 OF 13 C2.1 OVERALL GRADING PLAN N ( ) Li5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT TO ISPWC STANDARD DRAWING N0. ACHD INSPECTION SERVICES AT 387-6284. 4 OF 13 C3.1 STREET PLAN AND PROFILE - W MCNAIR ST/N ELISHA AVE SD-601 TYPE 1, SD-609 TYPE 1 OR STANDARD DRAWING NO. SD-604A TYPE IV, SD-609 TYPE I. ~ 5 OF 13 C3.2 STREET PLAN AND PROFILE - N CHRISTIAN AVE Q 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 6 OF 13 C3.3 STREET PLAN AND PROFILE - W RIVER OAKS DR 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, AND BETWEEN STORM DRAINS AND WATER O 0 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 7 OF 13 C3.4 ROADWAY, INTERSECTION AND DRAINAGE DETAILS LINES. SEE SEWER NOTE N0. 12. WORK ORDER AND POSSIBLE TERMINATION. 8 OF 13 C4.1 OVERALL UTILITY PLAN Q w -7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD611. 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. 9 OF 13 C4.2 SEWER AND WATER PLAN AND PROFILE - W MCNAIR ST/N ELISHA AVE o 10 OF 13 C4.3 SEWER AND WATER PLAN AND PROFILE - N CHRISTIAN 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 ° 9. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. 11 OF 13 C4.4 SEWER AND WATER PLAN AND PROFILE - W RIVER OAKS DR DETAIL, DRAWING NO. SD-301. 0 10. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ISPWC. 12 OF 13 C5.1 PRESSURE IRRIGATION PLAN 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE INSTALLED WATER TIGHT. O 13 OF 13 C6.1 STREET LIGHTING AND SIGNAGE PLAN 0 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 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. Q 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 FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). ABBREVIATIONS LEGEND EARTHWORK 12. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. MAJOR CB CATCH BASIN EXISTING CONTOURS H- MINOR -------- 1. EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ISPWC AND THE RECOMMENDATIONS PROVIDED IN THE PRESSURIZED IRRIGATION (CITY OF MERIDIANI CL CENTER LINE SURVEY CONTROL SEWER & WATER z 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. EC EXISTING GROUND HORIZONTAL DATUM: NAD 83 (ADJUSTED TO THE ADA DULYGEOT 2 , 2018L ENGINEERING REPORT FOR OAKS NORTH SUBDIVISION PREPARED BY MATERIALS TESTING AND INSPECTION, DATED 0 MAJOR 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 r 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. = r GB GRADE BREAK PHONE: (208) 887-2211 � � PRESSURE IRRIGATION GI GRAVITY IRRIGATION +2532.35 FIG ELEVATION BM 1 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 (HORIZONTAL:VERTICAL) UNLESS OTHERWISE SHOWN ON THESE PLANS. � O Q ~ GWE GROUND WATER ELEVATION PROPOSED 8" WATER MAIN ELEVATION = 2529.26 N: 724506.8 LiJ 5/8" REBAR PLS7729 E: 2433987.9 DEVELOPER L1J O Z z 00 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 Q -w w-w-w- PROPOSED WATER SERVICE LINE TOLL SOUTHWEST LLC Z 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 IRR IRRIGATION = 0 CROSSINGS PRIOR TO BACKFILLING. r o PROPOSED SINGLE WATER SERVICE BM 2 ADAM CAPELL ,^ ZO ISPWC IDAHO STANDARDS FOR PUBLIC ELEVATION = 2543.36 N: 72313.07 3103 W. SHERYL DRIVE, SUITE 100 l/J 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 WORKS CONSTRUCTION PROPOSED DOUBLE WATER SERVICE w ( ) 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 �/rE IDIAN* APPROVED FOR Q SEPARATION, OION HE CROSSI02 OFNG SHALL WAST BE CONTERSTRUCTED ULES (IDAPA IN N ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) MIN MINIMUM ►. PROPOSED WATER VALVE ROADWAYS PHONE: (208) 424-0020 IDAHD CONSTRUCTION O Pc POINT OF CURVE > 2 ADA COUNTY HIGHWAY DISTRICT PROPOSED WATER BLOW OFF m 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 THESE PLANS AND/OR SPECIFICATIONS HAVE BEEN REVIEWED FOR COMPLIANCE WITH MERIDIAN Q Q Q >e•ss PROPOSED SANITARY SEWER MAIN 1301 NORTH ORCHARD STREET, ENGINEER CITY STANDARDS AND SPECIFICATIONS. THIS REVIEW DOES NOT RELIEVE THE OWNER, 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 ENGINEER, OF CONTRACTOR OF THE RESPONSIBILITY TO DESIGN AND/OR CONSTRUCT THOSE U W m 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. FACILITIES IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL LAWS, = N PT POINT OF TANGENCY BOISE, IDAHO 83706 MARK ZARNOWSKY, P.E. RULES, REGULATIONS, ORDINANCES, DEVELOPMENT AGREEMENTS, SPECIFICATIONS, ORDERS OF LLJTHE WASTEWATER RULES (IDAPA 58.01.16). O PROPOSED 48" SANITARY SEWER MANHOLE PHONE: (208) 387-6100 3103 W. SHERYL DRIVE, SUITE 100 APPROVALS, ALL OF WHICH THE CITY RETAINS THE RIGHT TO ENFORCE. INCONSISTENCIES NOT SD STORM DRAIN �/ , a PROPOSED SANITARY SEWER CLEANOUT MERIDIAN, IDAHO 83642 NOTED BY CITY STAFF SHALL NOT BE CONSTRUED AS APPROVED UNLESS SPECIFICALLY 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 ADDRESSED IN WRITING BY THE CITY. ANY PROPOSED REVISION TO THESE PLANS MUST BE ^ w mzarnowsky®eseconsultonts.com SUBMITTED FOR REVIEW AND COMPLIANCE WITH THE MERIDIAN CITY STANDARDS AND 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 z OF THE PIPE. SDMH STORM DRAIN MANHOLE •'M +'Pi PROPOSED 4" PRESSURE IRRIGATION LINE PRESSURE IRRIGATION PHONE: (208) 955-6555 SPECIFICATIONS BEFORE SAID REVISION IS CONSTRUCTED. � SSMH SANITARY SEWER MANHOLE e•� 6'P� PROPOSED 6" PRESSURE IRRIGATION LINE THE OAKS NORTH HOA H- 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 NAME DATE OCT o STA STATION MERIDIAN, IDAHO 83642 SURVEYOR NON-POTABLETVC TOP VERTICAL CURB s-Pi s'Pi EXISTING 6" PRESSURE IRRIGATION LINE 6 BEBLOCATED AEL ALL L MINIMUMVE SOFNTEN (10)S FEET HOUTS OUTSIDE OF THE PUBE TAGS LIC G THE R PRIVATE ROADWAYS NING DANGER-UNSAFE AAND TER OTRAVELWAYS WATER. THE VALVES AND BOXES ARE TO TRC TOP ROLLED CURB PROPOSED PRESSURE IRRIGATION SERVICE PHONE: (208) 424-0020 LAND SOLUTIONS PLANS ARE ACCEPTED FOR w VOL VOLUME •• PROPOSED PRESSURE IRRIGATION VALVE 231CLI EN W. HANSEN PUBLIC STREET CONSTRUCTION �' 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 231 E. 5TH ST., STE. A N� 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 BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES IDAHO POWER CO. wwwdondsolutions.biz THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. o CONTROL CABLE THROUGH A DEDICATED SLEEVE UNDER ALL PAVED AREAS. ALL CABLE SPLICES SHALL BE MADE IN VALVE BOXES WITH WATERPROOF CONNECTORS. WISE WATER SURFACE ELEVATION ® EXISTING PRESSURE IRRIGATION VALVE VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT DATE: SCALE: I COORDINATE THE 2-WIRE CONTROL CABLE INSTALLATION WITH THE DEVELOPER. 12 SW. IDAHO PHONE: (208) 288-2040 IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE 06/10/21 AS NOTED +2•d PROPOSED 12" GRAVITY IRRIGATION LINE 1221 W. IDAHD STREET co THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. O 8. THE ENGINEER OF RECORD SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH BOISE, IDAHO 83702 DESIGN: DRAWN: �s•a PROPOSED 15" GRAVITY IRRIGATION LINE PHONE: 208 388-2323 NAME DATE MRZ JBS THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. ( ) o EXISTING GRAVITY IRRIGATION LINE ADA COUNTY HIGHWAY DISTRICT _ ,� 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 ` GQT IDIAN 4468 4468-S-TITLE-PH11 PROPOSED STREET LIGHT THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL 10. PRESSURE IRRIGATION VALVES SHALL NOT BE PLACED IN CURBING, VALLEY GUTTERS, OR SIDEWALKS. CREASON LATERAL ASSOCIATION CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF �, 0 REF. C 1 1 w + PROPOSED SIGN `Toll Brothers '; r{ NO.: ■ 8478 W. MCMILLAN ROAD PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS � ' 11. THE PRESSURE IRRIGATION SYSTEM WILL BE OWNED BY THE OAKS NORTH SUBDIVISION HOMEOWNERS ASSOCIATION. �' o SL 53909C PROPOSED STREET LIGHT NUMBER MERIDIAN, IDAHD 83646 AMERICA'S LUXURY HOME BUILDER® OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN �q: WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE :jfi SHEET 12. THE SECONDARY IRRIGATION WATER SUPPLY WILL BE PROVIDED BY AN IRRIGATION WELL, PER THE OAKS NORTH SUBDIVISION NO. 1 PLANS. APPROVED FOR THE PROJECT: NONE p� NO.: 1 OF 13 z z N O d01 � \ 9 � ��ER119 1 D 1 o \ 6»Pd�\\�=Q_ d. \ p� Q Z CC 16dUl I / co 'Pl \ x W \ Ow lfJ1 W V C), I Q' ¢ NOT A PART > 3 _ 15 s s 1 2 �� \ Q V. Go13 0 � �P_ x \ �_ \�Q- W GREEN 00 4AK DR 13 WC ON 1 10 co / \ / 1 \ O N 000 3 / ) FUTURE W N — °° / PHASE w ~ - i Z 13 s s — _ — � / • Q s S \ / I a -C EXISTING 00 \ M OAKS NORTH W W � SUBDIVISION N0. 9 / — — / / / 14 Wre / \\ z W 'o x \ x cl� \ I PI PI N z s s s— \ NQ } / KEYNOTES � o a PROTECT IN PLACE EXISTING PRESSURE IRRIGATION SERVICE. j \ PROTECT IN PLACE EXISTING PRESSURE IRRIGATION PIPE AND oo / VALVES. PROTECT IN PLACE EXISTING VERTICAL SAND FILTER. PROTECT IN PLACE EXISTING WATER SERVICE CONNECTION. U J / / / 1 \5 PROTECT IN PLACE EXISTING WATER MAIN AND VALVES. —S S m / / © PROTECT IN PLACE EXISTING FIRE HYDRANT. 15 N z / \ / / \7 PROTECT IN PLACE EXISTING SEWER MAIN. z O S S S / ® / ® PROTECT IN PLACE EXISTING SEWER SERVICE. iY PROTECT IN PLACE EXISTING SEWER MANHOLE. w a Q PROTECT IN PLACE EXISTING GRAVITY IRRIGATION PIPE. 2 / / 11 EXISTING BARRICADE TO BE REMOVED. / 12 EXISTING PAVEMENT TO BE REMOVED. Ln EXISTING IRRIGATION DITCH TO BE PIPED UNDER A SEPARATE ~ PERMIT. m ol PROTECT IN PLACE EXISTING TRANSFORMER AND CONCRETE `n \ S v / � PAD. z w c� / s / Q Q / Li N S O O # / N 0 Of EXISTING co OAKS NORTH / T- 0 — o� EXISTING s SUBDIVISION NO. 6 / / — \ JUMP CREEK o s � \ SUBDIVISION N0. 3 Cf, � 0 � 3 z � W W \ 2 � Q z O 1 o N S/ / 12 � � \ O — I 0 Li sus / � 9 \ Cn Q _ Q Z z co 11 Q Z 00 �s s 1 0 Z Q 7 5 s / \ _ 3 ss`s 11 —� _ Z 0 0 ~ Q < 00V , Qn ss,.a 11 N 11 _ m , \ w 0,30\R S II N \ ® SS"gt I 4 4„PI Q �\ 7i ch 11 4„P\ \ BLOCK 22 P \ k ss" W IL CID. Li c-D z \ \ 5 _ 4„P\ _ VV IWAL 7 DR. wl Ld O 8 \ �4 P\ S CO U M" s " d \ \ 1 ♦ ♦ S N D D C-)o 00 GO O ♦ ♦ K 21 1 8„w IR W n � J �' / Z 1 \ \\ \\\ ♦ 4P\ IRR— I I O �I DATE: SCALE: � � \ ��\ � \\2�e\ 1 ♦ Owl 4 P a W 0\-P DR � G\ 06 10 21 AS SHOWN CxD co / \ _ \ \ \� ♦ a o / DESIGN: DRAWN: G\ MRZ JBS/EJS O ' o \ \ \�\ \ g'W EXISTING -6"PI _ \ W� 2 — JOB NO.: FILE NAME: 0 \ —A ® \ \\ G\ 6 P\ OAKS NORTH FEET 4468 4468-S-DEMO-PH11 rpe — G\' 40 0 20 40 80 4'P\ _ SUBDIVISION NO. 3 — ® ' 6„P\ C 1 .2 N OF: o ` \� l�� ` 6'P\ GRAPHIC SCALE 4 P\ / Toe G F P \ 1 inch = 40 ft. Horizontal SHEET 2 of 1 3 -13 d� z - - - -IJ - N � tie Cf) z 2540.63 _- \\-_n» I \ \� I p ��\ Dy � NOT A PART j I _ _ ` u J �° 6° Z w 12 ® Yo � �_ > Q Z 00 w _ 25 -� W a- N ==' LIMITS OF GRADING \\\ - ' I o 2538 N FUTURE�GREEV OAKpR -7N J D 7 PHASE a D PAD=2538.3 \ VVV ~PE, \ / I 8 PAD W ' =2538.0 Z PAD=2538.5 PAD=2537.EI --2537 D ,\ \ \�� N _ _ I _ _ 4 _ - - I PAD=2537.3- CIO , _ PAD=2536.8 22 I / I , '� • - - - 2532' I EXISTING I \\ \ / 2 - �I PAD 2536.4 i 23C ' 13 I \\ 538 - N - I OAKS NORTH SUBDIVISION N0. 9 NI 15 > ?s38s6 � c m O ❑ _ N N �\ W O PAD=2538.E / / �� zs -- -- ® / 5. m p O I w RIVER OAKS DR -y 2s36 cc: N o -- 2536 _ __ 0 viN 2539. --- /_ 2538.77 I - -- ' / IW/) •i -7- N ;'I PI PI PI PI- i I-_ D N 0 O I ❑ I I I 14 I I I PAD=2538.9 Z I /PAD=2539.0 I I I I I III III 11 Q h� 1 1 II 2 I I 3 I I / - _ 253, w / 253 .07--- _---_ I I PAD=2537.4 ❑ _ I I 1- J LIMITS OF GRADING p I PAD=2537.1 I I � 14 I I I 15 I 1C O Z 40. L.08 HP PAD=2536.? PAD=2536.4 J s W a W l15 m i' / I BLOCK 26 I 1 1 I BLOCK 21 I I I � / I I I � 7 � 0 z // I I I 1 1 I I Jo --- -IN --- -I I------IN O n n n Z 253 2538 I-J W PAD-❑2538.6 I o N - - - - - - - 253 - -2539. / I PAD=2538.8 I I J 253 - 253 i I rn \ 2538.30 2S��z /' \ \ I /� m z s 25 N / 1 / I 12 I 1 / \\ \ �'/ \\ \ \ \ PAD=2537.3 EI O / LIMITS OF GRADING �1 I ❑ I Z \ \ /i \ ❑ \ \ I PAD=2537.5 \PAD=2537.8 PAD=2537.0 I I 1, 2533.31 �s m \ //� ❑ \\\ EXISTING 1 \ \ \\\\ PAD=2536.E M JUMP CREEK \ \ N SUBDIVISION NO. 3 � PAD=2536.2 EXISTING 1 \ / \ zp OAKS NORTHEl I N _ SUBDIVISION NO. 6 \ 11 - \ \ �\ ✓ ?53j a� \ PAD-2537.5 I O -- - Cn O2 \ \ PAD=2536.8 n o 2 � - \,/2 1 w 2537.32 -- -- 2538.14 4�1 J 253 • / i 253 - \ 2536 / � � � � � � O -- - N I / / / / o /, \ \ / I �• m 10C \ PAD=2536.9 \ I I Q N Ld PAD=2537.0 \ \\ �� -- --�2537.61 -- - OF Q v 2536.35 ❑ \ 1\/ \ \ � 2C 0 \ / \\ \ \ \ PAD=2536.E ��\ \ \N PIS "PI ❑ \ O BLOCK 22 A PI \ Q � PAD=2536.2Q0 ES \\ ,\`\ ® \ \ PAD=2535.9 \ \\ BLOCK 16 \ \ / M�/T wl O 0 _ El PAD=2535.5 \ \\\\ \ \� 2537.11 / / s s-s p _03 _ 13 O O�, EXISTING OAKS NORTH I f- o LIMITS OF G �/ Q c,�� SUBDIVISION NO. 3 N O 00 Z 0 R/W R V! O w C/ 8' 1 5' 20' PAD DEPTH VARIES ,° I ,° EARTHWORK QUANTITIES Q LANDSCAPE I SIDEWALK TRANSITION FROM BACK I EARTHWORK QUANTITIES ARE BASED ON NEAT LINE CUT/FILL O m BUFFER 1' OF SIDEWALK TO PAD I 3 AREA AND DO NOT INCLUDE SHRINKAGE OR BULKING FACTORS. J 0 Q ROAD SECTION P�� �� CUT: 200 CY 1.75% �5�5�� \\ I \ qr PAD FILL: 58,900 CY 0 N SLOPE VARIES � -� : �.. . .... ... .. : .. i i i ` ��i������i�.�i I �������������� NET: 58,700 CY (FILL) iiiii p PAD GRADING � �i��T ,>l,>�>�,�� TYPICAL SECTION c 0 N TS N U cc W 0 z P\L P\L Q 1' I PAD WIDTH VARIES 1' 0 PAD I V DATE: SCALE: 06/10/21 AS SHOWN y<� DESIGN: DRAWN: 0 PAD ,✓%✓� .✓il�'' I MRZ JBS/EJS I PAD 2:1 (MAX) I Q , ,, JOB NO.: FILE NAME: 50 0 F25T 50 100 4468 4468-S-GRAD-PH11 k- PAD GRADING REF. CROSS SECTION No.: C2. 1 0 GRAPHIC SCALE NTS 1 inch = 50 ft. Horizontal NO.: 3 OF 131 z z N o_ � ~ O 0 119 Dyb Gv �p O O w \ ❑ ' I Z w 00 Q > �� P w \ o o �`y0 7❑ o ❑5 3 �d + N I I Q p P O N sx o M a ¢ W RIVER OAKS DR C3.3 I — ss�o / + � °o Vol3 a + \� ao = \ Z U J E� G3.2 1 2 � Z ❑ a n C3.2 1 e SEES / ka�11 z W 1 2 ",a' N /~� rn 8"w Dc� BLOCK 21 w MCNp1R Sj C3.1 Z N� / 2+Ogg5 RC a0 o N tiMh tix h„h �\\ 1 Z N ti MGNP\R SS a Zg359 �, W / W 0 / • c ' 253$55 RC \ Z ,. / 8 w 4+�0 i+86.50 PTCP W„ � / 6+08.10 W0 7C3 lb ?x2� �S3SgSR 3Ctio ah°off 0 2537.08 RC 2 — — Z V N x o . �9R ?2o' i 5s„ / ^ ti o� �c W N S 3 55 B / rn + �e �j 2536.94 RC N �s SHEET INDEX 16. x° N 03. R28' N / w 'ti� \ S6 PZ N.T.S. N ��, ++3 s'w U $ SS`5` / o 1 Z W Q 1- = Z W / a ❑ \ / lOC Z 5 i 5 N SS"$ U,w y 2 O Q � EXISTING \ \ \ a 2 OAKS NORTH � , \ ❑ \ \ \ 6kaR3RC SUBDIVISION N0. 6 Q 0 2 2536+ag54 KEYNOTES o 4 o �\ BLOCK 16 \ Rc n o 6 2C O1 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). [Lq ❑ Wcq, 4 4 P1 5' WIDE CONCRETE SIDEWALK PER ISPWC SD 709 (ACHD SUPPLEMENT). W O ❑ TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH ❑ ? o \ 25g606 RC 5 0 TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). 1Lq C9 ❑5 -� �� ® MATCH EXISTING CURB, GUTTER, AND SIDEWALK. W 253a 4 \ O5 SAWCUT EXISTING ASPHALT PAVEMENT 2' INSIDE EXISTING EDGE PER ISPWC 8"W — SD-303 (ACHD SUPPLEMENT), MATCH EXISTING. Cn m Z w 3r. a531► 8 © 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). 8"w EXISTING PLAN VIEW — W MCNAIR ST/N ELISHA AVE OAKS NORTH SUBDIVISION NO. 3 Z 0 U L7 HIGH POINT STA = 5+85.03 0 HIGH POINT ELEV = 2537.25 PA STA = 5+95.32 PVI ELEV = 2537.34 2545 A.D. _ -1.70% 2545 K = 29.36 50.00' VC Q _ Cq m N 0 O I M N (� } N co Z N W II II II II a ¢ > ¢ CO H¢ N W En �q N N N Z¢ > U W M O ♦� F a > a s Lq to a' Q a rn 2540 v=N — + N '6 W) 2540 0 N U M to U m N C) 3zccN II II Fc+o > rM co + > N II Q W F+ N o oN II J W II > G= CO Ln > N W ¢ W 1 X II II + +� -, PROPOSED GRADE 5 5 '_'`� w W¢ W N N W 0- 0- AT ~ -o U N w 5 5 ROAD a s O N(n d d a n 0.50% 1.20% Q 1.75, _ p — 0.50% — W L LJ — — — — — — — 1 2535 - - - - - - - - - - - — — — 2535 � — — — — — — — — Z oEXISTING GRADE O Q U Ij AT ROAD 0 J f):fO Q p Lil O Z Z co z Z Q 2530 =- 2530 Q z Z w — — — — — — — — — — — — — — — — — — — N OLLJ of APPROXIMATE Q > GROUNDWATER O m z ELEVATION Q:� UJ m FEET I-- Q N 30 0 15 30 60 W z 0 2525 2525 U zGRAPHIC SCALE Z 0 1 inch = 30 ft. Horizontal FEET 0 3 0 1.5 3 6 a N U o GRAPHIC SCALE C/) 1 inch = 3 ft. Vertical Q 2520 2520 o DATE: SCALE: 06/10/21 AS NOTED OD M CGO rn 1Z � �x N N a � gi �; d PLANS ARE ACCEPTED FOR DESIGN: DRAWN: � LO � LO � � N N N QN N 'N N N N PUBLIC STREET CONSTRUCTION MRZ JBS BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES JOB NO.: FILE NAME: Q THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. 1+00 2+00 3+00 4+00 5+00 6+00 7+00 S+OO VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT 4468 4468-S-PROF-PHII IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. REF. PROFILE VIEW — W MCNAIR ST/N ELISHA AVE NO.: C ■ NAME DATE ADA COUNTY HIGHWAY DISTRICT SHEET 4 OF 131 z N o_ � u o 0 119 Dyb w W 00 Q } — o -� P ,z, a 0 �y0 I 3 ¢ IN RIVER OAKS DR C3.S Q 3 — Y 5 BLOCK 26 \ 13 14 I 15 C3.2 Z Lu a � \ N MCNp1R SS C3.1 Z w I N`r raj OD E1 G3 N 25,9 i O N m � \ — Z OD co w 0 - - _ N CHRISTIAN AVE W V v— C3 ,OR 6--ss.. _ lJ --� W • N \ if; O 5 ss$ 3+O s I $ w 1 y6aR�� SHEET INDEX 'Co\ �N / � ti5��' N N tJ� — SS �' N.T.S. N N � .,e � a' ° 0 2g35 45 RO \ 4 ss..a `Z�0� \ 2539 \ \ (' U N N 2�35.00 � � � � \ Z to •� -: N �c9 0 oj 17 • u + Z _ a J w � � � a Na N , N 2s� L a -C I 0770 \ BLOCK 21 11 2537.. PT \ • © 3 2S�sesoA� 2 1 �\ R� _ KEYNOTES 0 0 o 2S3 s8262 ?�c 1-1 \ 2 A 5.3— _ _ O ( ). Z_ r� ICI 1 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 ACHD SUPPLEMENT n n n \ (-A R� N � � 6+017p PT u m o \ \ \ 2537g5 RC O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). LW 2Sx96�s \ 1 - O3 TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITHOD ? 3s�6Rcr \ Cb 1 TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). C7 2535 83 RO ® 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). W L Cn Z SEE /NE STA 6+ Q S 0 \ A 31 HEE7-C3 3 5 0 0 EE SNEE1 G � � S PLAN VIEW — N CHRISTIAN AVE HIGH POINT STA = 4+20.25 0 HIGH POINT ELEV = 2538.94 PVI STA = 4+07.78 iY PVI ELEV = 2539.03 N 2545 A.D. = -2.00% 2545 0 K = 24.98 50.00' VC 0 co M U � 04cli II II II II II m QN uJ" V~7 J N o N a > CL a PROPOSED GRADE w cn a v, 2540 -= U C> M C:iN N o_ AT ROAD � I z 3 N � M a 2540 w O rn p U N N + �p N II o O CO N ON II ± ¢ w ,o� II > II II N w 0.50% O +NN W H > 55 O CJ J O- a- of N HHS 5 N W �. �0 Q W o NNo- o- 55 QY d a. Q0 � a 2.00x O cn 2535 — — — — — Q0 LO cM Q \- - _ Q U C — — — — — — — - - - - - — - - - - - - - - -- - - - -- Lu W - - - - - - - - -- - - - - - Z W I- - - - _ _ _ o EXISTING GRADE J CO LL AT ROAD Q LLJ O LLJ r o I— o w f):f O Q 2530 2530 0a 0ZZ co Q Q Z z ~ V) O LLJ � APPROXIMATE Y GROUNDWATER v, d ELEVATION Q \ J U W 0 z Q 2525 2525 m 0 FEET 30 0 15 30 60 Li U) Li w GRAPHIC SCALE z 0 1 inch = 30 ft. Horizontal FEET 3 0 1.5 3 6 OCT N F 2520 2520 1 1 1 1 1 1 1 1U o GRAPHIC SCALE cwi) �c t0 0� N a t0 P, O I- h N n w oo v 00 0 LO rn CD o ao 1 inch = 3 ft. Vertical o N N N N N 1� N N DATE: SCALE: 06/10/21 AS NOTED co PLANS ARE ACCEPTED FOR DESIGN: DRAWN: 1+00 2+00 3+00 4+00 5+00 6+00 6+50 PUBLIC STREET CONSTRUCTION MRZ JBS BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES JOB NO.: FILE NAME: PROFILE VIEW — N CHRISTIAN AVE THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. 4468 4468-S-PROF-PHII VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. REF. w NO.: C ■ NAME DATE w ADA COUNTY HIGHWAY DISTRICT SHEET 5 OF 131 z N o_ � ~ O 0 F,ER � 6 w 0 O � Z W � Q � o �� CL P w a 0 �y0 FUTURE 3 W RIVER OAKS OR Q \ PHASE 3 a C3.3 U Y 2533 \ \ m 25.3,1 I �( 12+50 C3.2 Z Lu � I 2537 ti� — � \ � ��' — — W MCNAIR SS C3.1 � Z Y � a Z OD 25�8 I 2 / 19 W 0 N �R48' 0\.N pR o M U a� N W C7 70 (p _ w 20 � BLOCK 26 I � � 2sus°°'°OI N �`� � S\9' �/� / ❑ �v � 0 R28M N 2 ' . co 22 M � � � O w w SHEET INDEX 7+ $ W N ± �h N.T.S. N N 5 N _ I°p N N c N LV SS..B _ _r"' _ W ® / ��x 2536.32 L W O N 8„ SS«8 t g 2536 x S / /i Z to �� / Z W � SS..8 g"W 8"W 8"W 8W $ ' — / ❑t � Q L 2537 ss„8` +- 9+00 W RIVER OAKS DR 2536 I ti5�j� c 4 / J _ o 253 S SS„8< SS„8< SS.,8< — 2536 2 ' o M _ �♦ KEYNOTES 0 o 11 / O1 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). 14 n n M N 536 x x u N o — O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). W I 12 I� OM W O3 STORM FACILITY PER SHEET C3.4. ff?nn I ui o0 U U N I n V U d U M N U ® TEMPORARY ASPHALT CUL-DE-SAC PER SHEET C3.4. Z + � mM a � � � W N I 14 I N 15 3 I 16C i EXISTING m BLOCK 21 I ❑ I I JUMP CREEK Q SUBDIVISION NO. 3 PLAN VIEW — W RIVER OAKS DR z 0 U N W 0 2545 — 2545 Q m m r U Z W Q d M Q CO <O N N N N M p01 M II II o Q rn _ 2540 N � �" J 2540 N cc + N N W O oN o II II W> a o + N Q W O Q W W N lL PROPOSED GRADE II II I 0.50X AT ROAD s s � � fN W 1.00% S s O U o- o- _ 0.50% o Q b � og — J' 2535 2535 W � O Z + N — - - — — — - -- - = Q M — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — _ — _ _ _ O 1 U U EXISTING GRADE — _ _ _ — — — — I r ;Y :T wW AT ROAD 12" STORM \\ 0- N Q Z = DRAIN L.L O iCO \ / p OZ z U w �/ Z Z Q 2530 Q O Z of � 0 s — Z � Y � APPROXIMATE Q Cn GROUNDWATER ELEVATION R O CD z W m FEET 30 0 15 30 60 Li w 2525 -_ 2525 W U LLJ w GRAPHIC SCALE Z 24" GIRR o UNDER 1 inch = 30 ft. Horizontal SEPARATE FEET o PERMIT 3 0 1.5 3 6 c Lij o GRAPHIC SCALE C/) 1 inch = 3 ft. Vertical Q 2520 2520 O DATE: SCALE: N o n LI-�, n ro cc o 06/10/21 AS NOTED o ao N in N- CDo Ln co o < � 'n �PO ; (6� r� I PLANS ARE ACCEPTED FOR I' 04 04 04 � � � DESIGN: DRAWN:N N N N N N N PUBLIC STREET CONSTRUCTION RZ BS BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES JOB NO.: FILE NAME: Q THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. 0 6+50 7+00 8+00 9+00 10+00 11+00 12+00 12+50 VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT 4468 4468-S-PROF-PHII IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. REF. r ■ PROFILE VIEW — W RIVER OAKS DR No.: •.I NAME DATE ADA COUNTY HIGHWAY DISTRICT NO.: 6 OF 13 z N r DER ~ < k J w uj w l ` `'_D x I` tn 60 Z � Of CD NL I f ro 47' ROWILL] � QUILL] C wo V) } Q 7' 16.5' 16.5' 7' 1' 5' 2'� 3 ¢ W RIVER OAKS DR a < VERTICAL 2 14.5' I 14.5' 2' I I I m FILTER 'A' 0.5' 0.5' I I z J 1.75% BLOCK 26 D1 CB A2 \ Z -� 2.0% 2.0%_ 1r STA. 10+22.61 FUTURE z RIM=2535.61 23C W 22 12" INV. OUT=2532.41 (S) D3 PHASE SUMP=2531.41 ,� oo MONA�R SS Z w 7N f�� m It CONCRETE SIDEWALK 2.5" ASPHALTIC PAVEMENT SP-3, 1/2" MIX PG 58-28 3" ROLLED CURB AND GUTTER / a Z OD 4" OF 3/4" MINUS CRUSHED GRAVEL _ W 0 14" OF 6" MINUS PIT RUN DR COMPACTED SUBGRADE TO 95% OF MAX. DRY DENSITY, PER ASTM D 698 0 W CD LLLJJJ rn Z 10+00 O LOCAL ROADWAY - 47' RIGHT-OF-WAY "' 0 W RIVER OAKS DR J® 24 L.F. 12" ADS HP SHEET INDEX TYPICAL SECTION M 0.50% � N A N.T.S. N.T.S. N N 0 cn 0 PAVEMENT SECTION DESIGN PER ADDENDUM NO. 2 TO THE W CV GEOTECHNICAL REPORT PREPARED BY MATERIAL TESTING AND INSPECTION, DATED FEBRUARY 8, 2019. ? V) ~ W Z S&G Al D5 O Q m D1 CB Al STA. 10+55.36 J -C STA. 10+22.25 0 �o RIM=2535.61 RIM=2536.31 12" INV. IN=2532.02 (W) 2' GRAVEL 2.5" ASPHALTIC PAVEMENT 12" INV. IN=2532.25 (N) 18" INV. OUT=2531.27 (S) • �`� SHOULDER SP-3, 1/2" MIX PG 58-28 12" INV. OUT=2532.25 (SE) OUTLET BAFFLE ELEV=2531.94 0 DRAINAGE KEYNOTES z 4" OF 3/4" MINUS SUMP=2531.25 1.0� CRUSHED GRAVEL 20 L.F. 12" ADS HIP I I D1 CONSTRUCT INLET CATCH BASIN TYPE IV PER ACHD SUPPLEMENT TO ISPWC SD-604A. ��-- Ix 15 L.F. 18" ADS HP W ® 0.50% I I I 0 0.00% D2 CONSTRUCT 48"4 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. ODZ3:1 MAX / / / / / MH Al I I \\/\\/\\/\\/\\ O O O O O O O O C STA. 10+32.27 D3 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. PL11 RIM=2536.22 I W \\ \\ \\ \\ \\ \ \ CONSTRUCT VERTICAL SAND FILTER "A" PER ACHD BMP 21 AND DETAIL 1, SHEET C3.4. /\/\/ / / / / /\/\/\/\/\/\/\/\/\/\/\ 12" INV. IN=2532.15 (NW) D4 \//\//\//\/ //\//\//\//\//\//\//\//\//\//\//� DESIGN INFILTRATION RATE: 1.0 IN HR. _ 12" INV. OUT=2533.15 INV. OUT=2532.15 (E) ELLJlf EXISTINGEXISTING FINISH GRADE ELEVATION: 2536.0 - - - �\\�\\\� J TOP OF BED ELEVATION: 2534.80 m 12" OF 6" MINUS PIT RUN SUMP=2530.15 I I < � JUMP CREEK BOTTOM OF BED ELEVATION: 2529.80 MATCH EXISTING COMPACTED SUBGRADE TO 90% OF BLOCK 21 I 16C �z I SUBDIVISION NO. 3 GROUNDWATER ELEVATION: 2529.70 o LENGTH: 92' MAX. DRY DENSITY, PER ASTM 1557 15 V) DEPTH: 5.0' Q I CHAMBER 1 WIDTH: 12.0' 9 L.F. 12" ADS HP CHAMBER 2 WIDTH: 45.0' CUL-DE-SAC @ 0.00% j V2: 2,304 OF TYPICAL SECTION � I v,00: 8,668 OF B 84 L.F. 12" SDR 35 84 L.F. 18" SDR 35 N.T.S. (PERFORATED) 0 0.00% I I (PERFORATED) 0 0.00% D5 1,000 GALLON SAND AND GREASE TRAP PER ISPWC SD-624 WITH 20" BAFFLE SPACING I I � Z 0 D4 � w d F`A 18" 0 ADS HP PIPE I U 18" ADS HP PIPE (TOP HALF PERFORATED) PVC LINER N CRUSHED (NO PERFORATIONS) D3 LENGTH- ROCK CHIPS 2-YR STORM FLOW °o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o° m o 1' < x U m ASTM C-33 N FILTER SAND Lq r uj Z Q F RI El a 0 12" 4 ADS HP PIPE BLOCK 21 v v (NO PERFORATIONS) � w N O H < N HIGH FLOW BYPASS VERTICAL SAND FILTER 'A' o v = SCALE: 1"- 20' Q w o ' 4" CRUSHED o ROCK CHIPS775 f5' C7 if O 12" 0 ADS HP PIPE FILTER FABRIC (PERFORATED) PLAN LEA 0 0 a GROUNDWATER " \ HIGH FLOW BYPASS OBSERVATION WELL 12" 4 ADS HP PIPE BLOCK 26 \ \ BLOCK 21 Q Z o (PERFORATED) Z ASTM C-33 FILTER FABRIC 9 O 11 FILTER SAND Z ec z U FINISH GRADE ELEVATION T L�---L�---L�--L=L=L=1LT=1LT=1LT -TI=L=L=L=L= ITI=ITI 1 1 1TI 1TI = N MIN I Q I z III-III-III-III-III-III-III-III-III-II II-III-III-III-III-III-I I-III-III -III-III =II II I . p 1 g� a Q Lff---Lff---L - - - - - - - - -Lff---Lff---Lff---II ITI-ITI-1I ITI-ITI -Tff - Z ti III-III-III-III TOP OF BED ELEVATION o - `I Q �5 45. 01z U WOVEN GEOTEXTILE 2536 U �N N / O Z s FABRIC 2535.51 FL 2536 W Lv Z Q 9 w ` 0 4% �� 2535.47 FL Q Q 2-YR STORM FLOW 10C 2535.55 RC 6% /I Z /2535.26 FL V) O a"W W 18" 0 ADS HP PIPE � LI i LLJ s (TOP HALF PERFORATED) 1% o n Y BOTTOM OF BED ELEVATION X �J = 4,5' 4" CRUSHED `� GROUNDWATER ELEVATION w �5���� �� 5% a N 7 c S�P A W �� ` Q O L PVC LINER ROCK CHIPS s c a' z SECTION 12" PIPE SECTION A-A A N 3+00 W w Q m � PERFORATION DETAIL � g � o ch N.T.S. i Q = m 1 IL ' VERTICAL SAND FILTER DETAIL a'W \R s� S5`8 05% 0 N.T.S. W MONA ss„gam Z VERTICAL SAND FILTER NOTES g W 2+p0 ss«a` Q 1. NO TREES SHALL BE PLANTED ABOVE THE VERTICAL SAND FILTER ss 8 FEET 00 2. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER MONITORING LETTER PREPARED BY MTI, ` / / 253s�0 20 0 10 20 40 DATED OCTOBER 31, 2019. y 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED AT /ss„8 ❑7 W ELEVATIONS HIGHER THAN SHOWN ON THE PLANS. \ GRAPHIC SCALE Y 4. ACHD REQUIRES THAT ELECTRONIC MARKERS TO BE INSTALLED AT THE CORNERS OF ALL UNDERGROUND -253 BLOCK 16 \ < INFILTRATION FACILITIES. CONTRACTOR TO COORDINATE WITH ACHD INSPECTOR REGARDING PLACEMENT OF ❑ 1 inch = 20 ft. Horizontal MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLLING. 6 DATE: SCALE: 5. REFER TO ACHD STANDARD DRAWING BMP-21 FOR VERTICAL SAND FILTER DETAILS AND SPECIFICATIONS. 06/10/21 AS NOTED SECTION 18" PIPE 6. PVC LINER TO BE WRAPPED AROUND THE BOTTOM AND THREE EXTERIOR SIDES OF THE ROCK IN PLANS ARE ACCEPTED FOR CHAMBER 1. PVC LINER SHALL BE CONTINUOUS WITH FACTORY SEALED SEAMS, OR PROVIDE 1' OVERLAP \ + DESIGN: DRAWN: PERFORATION DETAIL AT THE SEAMS. LINER SHALL BE 30 MIL MIN. PVC GEOMEMBRANE. ❑ PUBLIC STREET CONSTRUCTION MRZ JBS N.T.S. I _j 7. WOVEN GEOTEXTILE FABRIC SHALL BE PLACED ON THE TWO INTERIOR SIDES OF THE FILTER SAND WITH 1' BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES JOB NO.: FILE NAME: o OVERLAP PROVIDED AT ALL SEAMS. THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS.8. ENCLOSE TOP AND THREE EXTERIOR SIDES OF CHAMBER 2 AND TOP OF CHAMBER 1 WITH NON-WOVEN W MCNAIR ST/N CHRISTIAN AVE VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT 4468 4468-S-DRAIN-PHII GEOTEXTILE FABRIC. PROVIDE 1' OVERLAP AT ALL SEAMS. IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. REF. ■ SCALE: 1"= 20' NO.: C NAME DATE ADA COUNTY HIGHWAY DISTRICT SHEET 7 OF 131 z N o 6"PI U 119 Cn oyb s I cs G/ J �O O Z Ld 6 PI GI L, Z W - Q >- Q In 0 P W NOT A PART ; s v 3 4" / G/ p yO�d N 15 s s s� _ PtG, Q_ cl_ o G=,.P_ GI 4 P/ Gl I J I I GI_ Z � O 4 PI G,_GlLu sP—GI Z # s 4�p—GI 0 W GREEN 8„W co \ 4"-1 GI FUTURE a z OAK DR \ 17 —_GI 00 s D _ 0 4..P1_ PHASE w o D GI � � s 8 ' 4.,P GI / BLOCK 26 pl GI W O O N N co I 21 I - Rn oo SSMH 11.07 U�/I 22 / ' o N 00 3 I I 23C V ON W 3 I > i- ' SSW 11.11 Z w .) coo 8«W / Z o s 8«W I / Q (D s�8`' g« I SSMH 11.09 / / a W EXISTING SSMH 11.06 w .48� w R�� OAKS NORTH 5 � / sR GAKS pR co"bo 8"W 0 s S«sue .,� n , n Z r i w w S U B D IVISION NO. 9 a —S �8` �«W N 8«W $. 8«W $ �1 s /� c I uuLJ I mdv w W s ss«e< ss« < ss«e s SSMH 11.10 Jv� Z_ y /I � � Z 'bo1 — _ 3 GI I � � I W to 11 1 N � o PI PI S S LQ S I I SSMH 11.08 I I \ Q FL I N < < 14 —S 0D a vi co Z N 12 3 I 14 I 16C <� °D BLOCK 21 I I _ — — — — W < I I m S r BLOCK 21 Z BLOCK 26 I v`", 10 �a zo —S S S s— ® 13 I is — — 4 PI — 4"PI 4"PI 4"PI — — 47? U Li SSMH 11.05 I \ 0 I \ w-—4)� — 1111 s 00 _ — vi 4'PI�— cn 4"pl io �� \OD m �� [ N (D -'s \ � \ � 12 ,l \ / z s a� / Q N N Ld s s— 3 — Z ® \ a � ~ Q s \ Q o I � o EXISTING \ \ OAKS NORTH �S \ \ \ `� �/ BLOCK 21 pp EXISTING o S SUBDIVISION NO. 6 „ \ N — O —s `� sw �•w ® JUMP CREEK - o s r \ LA8•w s s 1 SUBDIVISION N0. 3 ss 8 H- w N oo 8• N 8 z w Lp s , w s MAN �A\R S� s e� N S s - - - - o r U � N S� 10C S«w N ss 8� o-� r � 3 S 0 S ' �� g•W ��� N SSMH 11.01 \ N �_ O Q v� S � 1 ` � � i \ \ SSMH 11.02 -37 O Z z 00 _—S 8«w S cn \ SSMH 11.03 �L 4 ❑3 Z a � \ 10C \ � S �llZ — \ 0 s O _ s _ W N D g W S"gL '� I W :� a`w II \ ® \ s Q Q II ss"a N SSMH 6.17 \ \ 2C O Q I , ® 55`g t \ \ 4 PI A Q m N \ BLOCK 16 \ 11.04 a"p� O BLOCK 22 PI— SSMH Q m # SS [6 CP. \ � \ ; w Mg o s \ 4'PI (-D \ ❑ a"w ll W11 LLJ TA s DR z o owl- S� o \ $'W I I a o M$ NPR S e 4`p� M D \ gW00 O G 0 4 CD aCK 21 $„W IR U LJ o 4'pl s I I I (n Q 113 (\ o -7 O2 e W OR I I pl GoN o�P DATE: SCALE: 06/10/21 AS NOTED � Al g'W i w 0 4'pl J DESIGN: FDRAWN: EXISTING -6"PI c 0 3 r �; S"W MRZ BS/EJS o \C-A ® JOB NO.: FILE NAME: o ® o a„W OAKS NORTH7 a 1 _ FEET 4468 4468-S-Ul1L-PH11 C/, � � 4p� 6 SUBDIVISION NO. 3 = 40 ° 20 40 $° A� s"W FNEoF.-- C4.04'p� .W 6 p� LIB GRAPHIC SCALE p� 1 inch = 40 ft. Horizontal SHEET $ OF 13 z z N o_ � ~ O 0 BLOCK 21 119 \ — � — 0 , J' L Z W 00 Q } ❑5 0 �� C P o S2 o z\ - � W ST STA. 14+13 /- �y q S2 a LEN. 57' 03 0 S2 INV. 2531.0 N-5524 I SSMH 11.02 S1 ¢ W RIVER OAKS DR C3.3 v 253p.1 cn � � 3 a \N W2\ I= S2 g \ \ S1 SSMH 11.01 ❑9 SZP. A2+a \ N �� 00 u E� C 3 / / z SEE SHE 3 S2 \ \Nv 2\3o W5 \ j W7 W3 W8 / Ca3.2 Jvl Z (N^ S•\P 12k15 \ N \ 45 LF 8"W W 52 \ i 60 \F Ln a W W3 / \N`1 2\3C C W1 �9 LF \ _ ,/ e W W3 14 \ 4 W MCNPIR ST zp -� S 04 LA S \ SSMH 11.03 S1 N, 0' �16� 3° Z OD W8 S���rn W ss.W3 e 1 oc W W MCN A\R 5�.8` ems° S pis w1 W � t7 \ • W3 N \ \ W3 /W — — c O • N W5 \ g W Sg 8\� i 0 W ui O 12SMa` / �, / w1 SZP•\A33�2 Z SHEET INDEX � > � 9 LF \ W6 W4 \s \ �vN253p•16 \ N N W 8g ` N \N S2 \ �, N.T.S. 3 SS.S S Z N SP• w r e W �,, \� s \ �EN253C 4 \ \ Nz S2 ❑3 Z > N N \NN S w + W p EXISTING , $°w \ 1 � � W1 �1,2+?2 s2 \ � 10c � S-�S �N cc) Z i N ss,a N SS P• • 45 OAKS NORTH \ \ 253�0 \ \W3 SEWER KEYNOTES a S4 SUBDIVISION NO. 6' AC ss"8� \ \ S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. 03 (n S5 S6 EX. SSMH 6.17 SIP. AA37' \ S 1 4" SEWER SERVICE CONNECTION Q 2% MIN SLOPE PER ISPWC SD-511, M V' S2 O N \NVN252g.6 \ \ INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. Z S2 14j S3 \ o , \ ❑7 2C S3 W9 BLOCK 16 � EXISTING SEWER SERVICE TO PROTECT IN PLACE. Fe(f' \ S1 SSMH 11.04 __s �� 1 4•P� W O S4 EXISTING SEWER MAIN TO PROTECT IN PLACE. n n Z S5 EXISTING SEWER MANHOLE TO PROTECT IN PLACE. OD v L Z N \ © PL11 FIELD LOCATE AND CONNECT TO EXISTING SEWER MANHOLE,CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION, W NOTIFY ENGINEER OF ANY DISCREPANCIES. ADJUST RIM TO FINISHED ❑ a P\ \ 8„W _ GRADE ELEVATION. m z � 0 - WATER KEYNOTES 8„W W1 1" DOUBLE SERVICE CONNECTION WITH Y4" METER AND METER SETTER / PER COM STD DWG W1, W3, AND W6. 4 W2 1" SINGLE SERVICE CONNECTION WITH Y4" METER AND METER SETTER PER COM STD DWG W1, W2, AND W6. W GIN EXISTING W3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET PLAN VIEW - W MCNAIR ST/N ELISHA AVE OAKS NORTH C1.2 SUBDIVISION NO. 3 W4 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C1.2. z W5 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. o W6 8"x8" TEE AND 2-8" GATE VALVES WITH THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. N w W7 22.5° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. W8 45' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. 2545 — 2545 W9 EXISTING WATER SERVICE TO PROTECT IN PLACE. �j REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT TO EXISTING 8" WATERLINE, CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION m BEFORE CONSTRUCTION. v r EXISTING FIRE HYDRANT TO PROTECT IN PLACE. w 00 N M N N M O N N co LLI O H O O 04 N O I L C- N M N r Q N o � N )0 11 LO = o NN � o �2540 C 2540� cc � o CD n — M N > > S N Z Z S N Z Z O M tp=> O cD II _ � F-g^ _ +M Q W N n N N M Q II Z Z (n �—z s (n (n 0_ 00 00 O 00 -4- N N (n o (n (n D: 00 00 N U 2 N N N I (n (n 0_ 00 00 Q II Z ± u') II II (n His cn Cn N z z PROPOSED GRADE N N o 00 Q > > > AT SEWER O w Co Of Q /— LL 2535- - - - - - - - - - - - - - _ _ Z - - - - - - - - - - - - - - - - - - -� 2535 Q w \ - - - - - - - - — - - - - - - - - - - - - - -- - - - - - - - - - z - - - - - - Q o Q EXISTING GRADE T­ U AT SEWER EXISTING QQ z 8" WATER 8 WATER g" WATER � 0 Q z l j O Z z Q Z Q z Z o 2530 — — —2530 � w EXISTING — 8" WATER APPROXIMATE \ ^ GROUNDWATER ~ O / m z ELEVATION Q EXISTING E/ 0 4" PRESSURE — W N o IRRIGATIONLLJ 2525 U (n z 2525 Q Li L.F. 8" P.V.C. ® 0.62% Z z 26 L.F. 0 23 L.F. 0 8" P.V.C. 263 . . 8" P.V.C. ® 0.42% 8" P.V.C. N ~ 0 O ® 0.42% ® 0.42% EX 8" PVC LL_I Oo N W 0 z < 2520 2520 FEET 10 11 12 13 14 15 6 30 0 15 30 60 DATE: SCALE: 06/10/21 AS NOTED Q0 DESIGN: DRAWN: GRAPHIC SCALE PROFILE VIEW - W MCNAIR ST/N ELISHA AVE 1 inch - 30ft. Horizontal MRZ JBS JOB NO.: L4468-S ILE NAME. 3 0 FEET 3 6 4468 -SAN-WAT-PH11 C4.2 REF. GRAPHIC SCALE 0 No.: 1 inch = 3 ft. Vertical SHEET 9 of 13 z z N o_ � ~ O 0 — — D119 Dyb w < 00 L Z W — Q o -� > C P Z I Lu 3 W RIVER OAKS DR C3.3 _ BLOCK 26 a 3 Z I 13 14 i F= I I I 15 00 = 12 41: I O Z Z ❑ Q STA. 12+90 STA. 13+62 C3.2 ~ ❑ \ S2 LEN. 41' LEN. 42' S LEN.41' Lu 11 \ SSA 124d6 INV. 2532.6 INV. 2532.7 INV. 2532.4 C,4.2 \ WVN25g1.6 I I I � W MCNAIR SS C3.1 Z SNEE1 \ S2 SSMH 11.05 S1 W1 N SSMH 11.06 S1 16 SEE S \ \ \ ST A N 14d6OD 1 I I I ❑ 00 rn \ INN 2530.E W1 \ W1 ST9 S2 a W IlkS .,4 N N � N cn � 2s�2 � W3 W Gm C7 I I Z u� W4 10C N /� �► ss« < _ ss«9< _ SS« < — ss.9< v� u o 166° W277 LF � N CHRISTIAN AVE w2 738• W N o // 8" 8"w 8«W 8"W 95 LF W3 +. O N 5❑ tea` w2 0 SHEET INDEX S3 9 LF a«W / I 9 LF I �o Asa N +; (V \ ( ss 6 W6 — — — ❑ w7 N.T.S. SSMH 11.07 S1 N 3 00 0 97. Ss a1` .� 1a V) W4 N N W N O \ e Z � > H S z W W2 �S ;S 17 Z 0 01, a W / STA. 12+83 I STA. 13+76 n,? Z i 10 LEN. 49' LEN. 47' W7 1, INV. 2532.4 I INV. 2532.7 SEWER KEYNOTES a ❑S4 ❑S5 EX. SSMH 6.17 S W5 S2❑ ❑S2 I S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. /S \ \ «N S2 4" SEWER SERVICE CONNECTION Q 2% MIN SLOPE PER ISPWC SD-511, p BLOCK 16 N \ \ 10 11 � BLOCK 21 IN INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. n Z �M © \ A ' W1 — — ❑ �I \ W6 S3 EXISTING SEWER MAIN TO PROTECT IN PLACE. W Cot S4 EXISTING SEWER MANHOLE TO PROTECT IN PLACE. OD Z 0 a� S5 FIELD LOCATE AND CONNECT TO EXISTING SEWER MANHOLE, 3 W2 CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION, n n n Z NOTIFY ENGINEER OF ANY DISCREPANCIES. ADJUST RIM TO FINISHED u W ' S y GRADE ELEVATION. S� _ ma ;� S ca� I A S w o+ S2 m z 7 \ A .v 18 3 SNEE1 G4'2 WATER KEYNOTES 0000 SEE PLAN VIEW — N CHRISTIAN AVE 3 � W1 DOUBLE SERVICE W1 CONNECTION AND WI6TH %" METER AND METER SETTER MgTCHL1IVE ST — W2 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET SEE A 16+ — c1.2 SHEET C4.4 00 W3 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C1.2. W4 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. W5 8"x8" TEE AND 2-8" GATE VALVES WITH THRUST BLOCKING PER zo ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. d W6 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. U N W7 45' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. o 2545 2545 Q in vZ � m O N N Q N > > r- N N N ao N1 NII W N co 11 0) CUD N O +oo LO 0 z z+W) PROPOSED GRADE :2: N = �czz AT SEWER N � zz x �Nzz o N 2540 Z w N N e - - - CN ( 00 00 � z z 2540 Q ON Ov O O Cn Cn Of 00 00 Cn Cn 0_ 00 00 c p O D M M Nco O U S � N N N Q W U) (n + N Z Z CD-0N I (n W Cn CE Z Z Z Z O w 00 I C Q 4" PRESSURE O LLI p ID2535 — — — — — — — IRRIGATION � — o - - - - - - - - QU 0 _ - - - - - - - - — — — — — — — — — — — — — 18 — 8" WATER (j W MIN. — - - - - - - — — — — — — — — — W W O 8" WATER - - - - - - - - - - - - 2 W Q 2 r Q EXISTING ATTSEWER GRADE � (� Q Q U W z w p Z Q O Z z co 2530 2530 Q z Z o � Q u) 0LLJ w V) APPROXIMATE W GROUNDWATER Q = O m z ELEVATION U 0 Q o Q z = � N 2525 Li 277 L.F. 8" P.V.C. (� n 49% 2525 0 45 L.F. 8" P.V.C. 0.42% z z 173 L.F. 8" P.V.C. 0 0.42% w Q � zo 203 L.F. 8" P.V.C. ® 0.42% LLJ w c V N U LIJ 0 Cn 2520 2520 Q 10 11 12 13 14 15 16 FEET 0 30 0 15 30 60 DATE: SCALE: co PROFILE VIEW — N CHRISTIAN AVE 06/10/21 AS NOTED GRAPHIC SCALE DESIG MRZ DRAWN:JBS 0 1 inch = 30 ft. Horizontal JOB NO.: L4468-S-ILE NAME. 3 0 FE1.ET 3 6 4468 SAN-WAT-PH11 Lj C4.3 (REF. 0 GRAPHIC SCALE No.: 1 inch = 3 ft. Vertical (NO.:SHEET 10 OF 13 z z N o_ � u o 0 119 Dyb w Z W00 Q o �� C P w r 0 Q W RIVER OAKS DR C3.3 — / 3 x Z FUTURE C32 Z Lu PHASE f C3.1 Z 19 \ W MCN C / N I � S2 20 / a Z co— \LEAI, 16+31 1 / BLOCK 26 W 0 \ • c /� W �Up�-p OR �o INV 25394 � 21 23C �' � S2 22 ' STA' 149' / Z O v� INV, 2539p S2 i S2 / / W 0 co M W1 STA. 18+01 STA. 18+81 I c, N Q U I INV.N2530.6 LEN. 46' I �9� / I SHEET INDEX a c� INV. 2530.2 o C 4 co W s•W w4 I w7 I N.T.S. Rn N c Cb Lp Z Cb Z 0_ — / W1 I I W6 / �V • u _ co 8 W2 W 12 LF _ — I ° I / �E Z V) (9 W > � � sS s� � v> W6 W2 _ W2 8 8'W I I S S4 • Q t - 8"W 8^W 8"W 8• �j= SEWER KEYNOTES W3 SS 170° W2 i �° SSCO 11.11 3 8� _ 3 W2 19 W RIVER OAKS DR W2 15 S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. 9 . 3 S Ss s< $ — 3 N f g< SS. < sS 8< I I SSMH 11.10 S1 / S2 4" SEWER SERVICE CONNECTION Q 2% MIN SLOPE PER ISPWC SD-511, 0 p IN ;2:^W3 N INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. Z M II , SSMH 11.09 S1 / S3 "T" TYPE CLEANOUT PER COM STD DWG S1. 14 W O I I — �� cn — — S4 TEMPORARY SEWER AND WATER EASEMENT. Z LLI STA, �+7 p I INLEN, 40, to I I PI P r 0 V 25312 TA 7+46 SSMH 11.08 S1 N W1 N I I W I 11 S2 IN N• 39' I I I u u STA. 18+' WATER KEYNOTES I V 25398 STA. 18+88 12 I S2 I LEN. 41' LEN. 43' s , m z INV. 2530.5 1 W1 1" DOUBLE SERVICE CONNECTION WITH /' METER AND METER SETTER � 1 S2 I INV. 2530.1 I EXISTING PER COM STD DWG W1, W3, AND W6. Q s2 I JUMP CREEK W2 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET 14 15 16C I SUBDIVISION NO. 3 C1.2 BLOCK 21 W3 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C1.2. W4 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. PLAN VIEW — W RIVER OAKS DR W5 11.25` ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. W6 22.5° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. W7 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER COM STD DWG W13. o U N W 0 2545 2545 m � U W U N � a N N O \ W N n O H O v v N Q La O V) � \ N c> I W v O c O cD 0 iri N rn a0 � r7 M� N rn O +M O 2540 0 ;'LO N U � N o 0 Z 2540 Q 2 I+ Z O I O 00 N O L2� C I O N N 0_00 _ �N Z Z p +u) Z O O+M Z O N (n O_'0o 00 2 O M Z Z a Z Z 0 PROPOSED GRADE U) U)�00 00 `" `"Fx °O 00 L1__I Q AT SEWER O O Q H- M Z z — 2535 O Q U EXISTING GRADE00 U < ~ � AT SEWER 4" PRESSURE 07 W j W W - - - - - - - - - - - - - - - - - - - - - IRRIGATION 2 — — — — — — — — — — — — — — — — — — — — — _ - - - - - - - - 12' STORM I — — � Q Q < � - - - - - - DRAIN V O 18" OZ z � Z Z O W 8" WATER I MIN. Q Y Z — 18" MIN. _ Q Z O V) O Lij Q 2530 2530 Q Y T — — — — — — w Li.l Q APPROXIMATE 0 m GROUNDWATER bj y ELEVATION r, 17 L.F. 2 36 L.F. 8" P.V.C. 8„ PVC N 0 207 L.F. 8" P.V.C. ® 0.42% I @ 0.42% 0 0.42% z V Li277 L.F. 8" P.V.C. @ 0.42% z 2525 — 2525 o (\ IV L,_j OCT 24" GIRR V) N UNDER U SEPARATE W PERMIT 0 Y FEET o I 30 0 15 30 60 DATE: SCALE: I 2520 2520 06/10/21 AS NOTED 16 17 18 19 20 21 DESIGN: DRAWN: GRAPHIC SCALE MRz JBs _j 0 1 inch = 30 ft. Horizontal JOB NO.: L4468-S-ILE NAME. PROFILE VIEW — W RIVER OAKS DR 3 0 F1.5 3 6 4468 SAN-WAT-PH11 LA REF. C4�d GRAPHIC SCALE LA 0 NO.: vT T 1 inch = 3 ft. Vertical SHEET '' 1 OF 13 z G� z N O F g^pi O 9 z119 oy s 8 Fi GI U) O Z L-1 I G/ Z W Q >- x o Q 66— ro GI " NOT A PART o w 3 2 4 p► •y 15 S S� G�_ 44*p G� METER LID a- s Odd 3 p� 24" CONCRETE PIPE, PVC Q 12 ® 1 _ 4.p� PIPE, OR METER TUB ~o 6 \ 4-pi _ _G x Q I G� PRESSUREd. H 4"pi 31 IRRIGATION Z _ MAIN LINE W ci � 1 Y2" CURB STOP x s s 6 _ 4-pi G/ BALL VALVE Z S� 1 Y" TAPPING # 2 4 _ 4�p—Q_ SADDLE a \ 1 W GREEN s w co 4,p► x . . . > r4) OAK DR O \ 17 1 ///� 6» 18" MIN. a Z 00 ° 4 a� W_ � �° • c s 18 I 4-pi J" CRUSHED a BLOCK 26 I 4 P�ci FUTURE 13 24„ ROCK CHIPS Z 16 19 ' 6 „ / \ PHASE o 5 6 LF W � 0 0 9 LF 17 LF \ 0 0 u 2 \ I 21 I 14 J + 11 \ 24" ❑ }' 3 1 '' 1 22 I 1 U�/ • O N 0 / 23C n Z W N \> 0 H �S s„W / II 1 IRRIGATION DRAIN DETAIL Z w o s s»w NOTE: INSTALL IRRIGATION DRAINS AT LOW POINTS WITHIN Z S S © I I THE PRESSURE IRRIGATION SYSTEM FOR WINTERIZATION. • Q N J t I ss„awl a»W 12 a cn co I EXISTING w '14 W R/V 8„ _ / 3 OAKS NORTH 15 ER OAKS pR 8'w — _ _ / t9 0 'co � W W SUBDIVISION NO. 9 s _ s"`8 Cf) S S _ ss,.a w s"w s" s„W Z M I T / c/ 14 W 7 x W y s sS < I I Jv� Z 0 SS„8< SS„8 s ci _ _ 8 3 LF 9 LF / i �� KEYNOTES z '60x x x O1 EXISTING PRESSURE IRRIGATION MAIN TO PROTECT IN PLACE. W 11 I N N o 5 O2 EXISTING PRESSURE IRRIGATION SERVICE TO PROTECT IN PLACE. S S S— c I I 13 m z O a I I I I 14 O CONNECT TO EXISTING 4" PRESSURE IRRIGATION MAIN. CONTRACTOR N Q TO VERIFY PIPE SIZE AND LOCATION. o Q 14 S I 3 ® CONNECT TO EXISTING 6" PRESSURE IRRIGATION MAIN. CONTRACTOR 00 a TO VERIFY PIPE SIZE AND LOCATION. N O5 1" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. bo Z 12 13 1 14 I 16C — — — — I 15 0 © %" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. Q < BLOCK 21 ❑ — — — — W 8" C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER PRESSURE U 1 I I IRRIGATION NOTE 1 ON SHEET C1.1. 2 Q 2 2 m 1 I 6 ® PRESSURE IRRIGATION DRAIN VALVE TO BE PLACED AT LOW —S S m BLOCK 21 a 9 6 a POINT OF PRESSURE IRRIGATION SYSTEM. Z BLOCK 26 I � 0 9 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. Z 10 O S g o S S S— 4 13 I �S 6 LF 4"PI 4"PI — 4"PI 295 LF 4"PI 4"PI- - �9 10 22.5' BEND WITH THRUST BLOCKING PER ISPWC SD-403. a 8 LF a Li I 6 11 90• BEND WITH THRUST BLOCKING PER ISPWC SD-403. 6 1 s I 10 .0 — — / 01 12 4" GATE VALVE THRUST BLOCKING PER ISPWC SD-403. 132�F 14 6 \ a"P\ 119 LF 6j f- 12 \ a 13 CAP OR PLUG AND MARK END OF IRRIGATION LINE. Q 9 LF 9 7 6 01 15 2 �') \ I 14 4"X 4" TEE WITH 2-4" GATE VALVES AND THRUST BLOCKING °2 —S S S \ N 12 \ I PER ISPWC SD-403. N r s \ 7❑ / ' 15 4"X 4" TEE WITH 1-4" GATE VALVE AND THRUST BLOCKING PER ISPWC SD-403. Q Q O M Z \ N N I 3 ® a 16 6"X 4" TEE WITH 1-4" AND 1-6" GATE VALVES, 6"X 4" w S S S— Z \ 10 REDUCER, THRUST BLOCKING PER ISPWC SD-403. o 0 2 # \ I O oLLJ N \ \ / EXISTING N zcio \ \ OAKS NORTH 2 _—s �� �,/ BLOCK 21 EXISTING O _S s SUBDIVISION NO. 6 JUMP CREEK „ \ 2 �' a'w �"W ❑4 Q - 2 s s 1 SUBDIVISION N0. 3 I) c� W �^ � o N i W MON N\R 5l 0 W = w, cP a 0 u S 2 10C, a^w "s"s / \ Z 6 = r Q cc 3 S --I— / \ O I— 0 0 Z z S a'w �, \ Q � \ � 3 Q O ss,,a ❑ 1OC \ L S — — 0 \ 9 f nS S a 0 /� Z � co \ �o V J 0 W w ° aw V) s8� / \ \ 4 i S � Q 3 °� a„w II \ \ ® \ s �_ Q _ II ss,a � \ \ 2c 2 0 zw I \ \ El \ 4"PI I ,u I Q m ss"g � Q # ` N \ BLOCK 16 \ 5 q P\ O BLOCK 22 �/ W co s w / ❑ $„w 1 _ W s o ® \ 5 \\ 4p\ aw GNP\ s 2 4'P\ O 00 4 \ 4 p\ ❑ 1 FEET N _ `D= �pCK 2\ $"w 40 0 20 40 80 (� o " aw a Q+ 2 q P\ GRAPHIC SCALE o \ O a'w — Q /G\ 1 inch = 40 ft. Horizontal n � w N O`P R DATE: SCALE: GQ � s\ 14 06/10/21 AS SHOWN \ a•w 4'P` \� PLANS ARE ACCEPTED FOR DESIGN: DRAWN: 3 a'w — EXISTING -6"P' PUBLIC STREET CONSTRUCTION MRZ JBS/EJs O e P\ OAKS NORTH IT BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES JOB NO.: FILE NAME: ® O $w S\'G\ THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. 4468 4468-S-PIRR-PHl l ® v� 4 P\ 6"P\ S U B D I VI S I 0 N NO. 3 VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT O g'W 1 G\' IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE REF. r C�■ 1 'P\ THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. NO.: V v 4 p\ $w / / �G\'G\ ���p\ 6 NAME DATE NO.: OEET 12 OF 13 ADA COUNTY HIGHWAY DISTRICT z z N o � v O 9 z119 O6Ld s Q x L, Z w 00 Q NOT A PART o_ v J'J, ,� Q w � 12 ® I _ � x \ _ J Lu Z FUTURE \ / x PHASE a Z 00 W=EN DAK DR \ 17 I ' — Lu o 18 I + BLOCK 26 6 >- S 1 O Lu • , 5. m 0) 0 ±� ( N \ SL / I 21 I 22 � � # 1 I ❑ / cc: v, o 0 W N I I 5 Z .i Z w � O \ • Z i I SL# EXISTING OAKS NORTH 15 _ — — _ _ STREET LIGHTING NOTES z o SUBDIVISION NO. 9 _ W RIVER •� 5 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE � a 3 OAKS DR WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN Lu X SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL n n Uzi/ ELECTRIC CODE. ��v� Z - - - - SL# - _ — 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO I I I I Z x x x STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT I I Lu Q 11 I https://citizen portal.meridiancity.org/Citizen Access/ TO OPEN A I 1 SL# PERMIT AND REQUEST INSPECTIONS. m I �Z Q I I I 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE N Q N REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND o 14 I I ASSOCIATED WIRING. 2 Z 12 3 I [1-4] 15 I 16C 4 FROMSTRET LIGHT BASES FIRE HYDRANTS ANDL2BMIN OFROM WATER METO S TREES, 5'MIN. Z J _ _ _ O9 < # BLOCK 21 I I 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. - - - - ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE U I I 8 STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING Q I I FINAL INSPECTION. m Z BLOCK 26 I BLOCK 21 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 10 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO zo ACCESS LOCKED METER PEDESTALS. Of U ° Li 1 I - SIGNAGE NOTES \ 1. PRIOR TO INSTALLATION OF SIGNS CONTACT ACHD INSPECTION TO \ O COORDINATE ALL SIGN LOCATIONS. Q \ \ 2. SIGN INSTALLATION CONTRACTOR SHALL BE BONDED WITH ACHD AND OBTAIN A RIGHT OF WAY PERMIT PRIOR TO SIGN INSTALLATION. m cn 12 } \ 0 W Lj N N 3 - ® \� O KEYNOTES - � o o # \ O INSTALL TYPE 2 STREET LIGHT WITH I.E.S. TYPE II LUMINARIES PER COM STREET LIGHTING DETAIL 6A Q w EXISTING \ \ / O2 EXISTING STREET LIGHT ° OAKS NORTH \ \ o \ / EXISTING O3 INSTALL STREET NAME DESIGNATION SIGN c SUBDIVISION NO. 6 „ \ 1 SL# O JUMP CREEK ® EXISTING STREET NAME DESIGNATION SIGN Q D SL# i BLOCK 21 n SUBDIVISION NO. 3 O5 INSTALL TYPE II TERMINUS BARRICADE PER ISPWC SD-1132A Z 0 \ ❑ (ACHD SUPPLEMENT) AT END OF SIDEWALK. Q 4 © INSTALL TYPE III TERMINUS BARRICADE PER ISPWC SD-11328 O (ACHD SUPPLEMENT) WITH "ROAD TO BE EXTENDED IN THE MCNP�R SS i 3 - - - - FUTURE" SIGN ATTACHED TO BARRICADE. W 0 10C Z O Q = r Q CD 1 SL# P Z f):f O Q � Z i 1 � \ ❑3 0 z 3 1 SL# \ Q \ 10C Z Z 0 \ ® QEl- CD (� \ z O ✓ 3: \ ❑ \ 1 BLOCK 22 = 0 m z < \ BLOCK 16 \ � 1 L d CD 2 ❑ \ N CD o \ 4Lu 0 \ j o0 o U ® \ O 2 FEET N OCK 2� 40 0 20 40 80 (� o Z e` LJ Q 13 GRAPHIC SCALE o n 2 - 1 inch = 40 ft. Horizontal O �NpOLP �R 14 DATE: SC 06/10/21 AS NOTED oo W G PLANS ARE ACCEPTED FOR DESIGN: DRAWN: EXISTING PUBLIC STREET CONSTRUCTION MRz N S = O OAKSNORTHJOB NO.: FILE NAME: 0 4 tL � 12 BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. 4468 4468-S-LIGHT-PHII v� SUBDIVISION N 0. 3 VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE REF. C6. 1 v THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. NO.: w _j / NAME DATE NO.: 13 OF 13 ADA COUNTY HIGHWAY DISTRICT (SHEET z