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CC - Construction DrawingsGENERAL CONSTRUCTION 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 SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 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 TWENTY FOUR 24 HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 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 ENGINEER CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 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 CONCRETE; (D) PLACING OF ASPHALT PAVING. 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 INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 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 DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 12. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%. THERE ARE NO TOLERANCES ALLOWED WATER 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 AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 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. 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 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 (IDAPA 58.01.16). 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 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 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). 4. WHERE WATER SERVICE LINES CROSS A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES) SEE DETAIL 7 SECTION 8200 OF THE ACHD STORM WATER POLICY MANUAL. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. 6. ALL WATER WORKS COMPONENTS SHALL BE Al 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). SEWER 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. 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. 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 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 (IDAPA 58.01.16). 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 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 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). 4. WHERE SEWER SERVICES CROSS A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES) SEE DETAIL 7 SECTION 8200 OF THE ACHD STORM WATER POLICY MANUAL 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. DEVELOPMENT PLANS FOR ALAYAR SUBDIVISION PHASE I SE 114 OF THE SW 114 OF SECTION 10, T.3N., R.1 W., B.M. MERIDIAN, ADA COUNTY, IDAHO 2022 ACRID 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 SPECIFICALLYAND PREVIOUSLY APPROVED IN WRITING BYTHE DISTRICT. 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 3. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY PERMIT FROM ACHD AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION. 4. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT AND THE OWNER'S ENGINEER. CONTACT ACRID INSPECTION SERVICES AT 387-6284. 5. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT (RNV ONLY), AND THE OWNERS ENGINEER. 6. ALL ONSITE PRIVATE DRIVES SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. NO EXCEPTIONS TO THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DESIGN ENGINEER AND/OR GARDEN CITY PUBLIC WORKS. 7. CONTACT THE DESIGN ENGINEER FOR CONSTRUCTION OBSERVATION OF ALL ONSITE PRIVATE DRIVES. THE CITY MAY STILL OBSERVE THE PRIVATE DRIVE CONSTRUCTION BUT THE DESIGN ENGINEER IS PRIMARILY RESPONSIBLE FOR PLAN CONFORMANCE OF ALL ONSITE PRIVATE DRIVES. 8. TESTING RESULTS OF ONSITE PRIVATE DRIVES SHALL BE REVIEWED FOR COMPLIANCE BY THE OWNER'S ENGINEER. 9. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. 10. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTOR'S ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. 11. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. 12. MANHOLE GRADE RINGS, CAST IRON RINGS AND COVERS SHALL BE PROVIDED BY THE SEWER CONTRACTOR. THE ROAD CONTRACTOR SHALL INSTALL THE SEWER GRADE RINGS, CAST IRON RINGS, COVERS AND CONCRETE COLLARS TO FINISH GRADE. WATER VALVE BOXES AND COVERS SHALL BE PROVIDED BY THE WATER CONTRACTOR. THE ROAD CONTRACTOR SHALL INSTALL THE WATER VALVE BOXES COVERS AND CONCRETE COLLARS TO FINISH GRADE. 13. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. 14. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. 15. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. 16. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. 17. ALL MATERIALS PLACED WITHIN THE PUBLIC RIGHT-OF-WAY AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ADA COUNTY HIGHWAY DISTRICT STANDARD SPECIFICATIONS. 18. CLEARING AND GRUBBING AND REMOVAL OF OBSTRUCTIONS SHALL BE IN ACCORDANCE WITH ISPWC SECTION 201. 19. EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH ISPWC SECTION 202. 20. STRUCTURAL EXCAVATION AND COMPACTING BACKFILL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204. 21. DEWATERING SHALL BE IN ACCORDANCE WITH ISPWC SECTION 205. 22. PERMANENT EROSION CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 206. 23. PERMANENT STORMWATER BEST MANAGEMENT PRACTICES SHALL BE IN ACCORDANCE WITH ISPWC SECTION 207. 24. UNCRUSHED AGGREGATE (6-INCH MINUS) SHALL BE PER ISPWC SECTION 801. 25. CRUSHED AGGREGATE BASE 'Y INCH (TYPE 1) SHALL BE PER ISPWC SECTION 802. 26. DRAINAGE GEOTEXTILE (TYPE 1) SHALL BE PER ISPWC SECTION 2050. 27. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS (CURRENT EDITION) OR THE APPLICABLE ACRID SUPPLEMENTAL DRAWINGS (CURRENT EDITION): a. STREET SECTION, DRAWING NO. SD-801, AND SECTIONS AS SHOWN ON TYPICAL STREET SECTIONS. b. VERTICAL CURB AND GUTTER, (ACHD SUP.DWG. SD-701). C. PEDESTRIAN RAMP FOR HANDICAPPED, DRAWING NO. SD-712C. d. SIDEWALKS, (ACHD SUP. DWG. SD-709) e. ROLLED CURB AND GUTTER ISPWC SD-702 28. ALL PEDESTRIAN RAMPS LOCATED IN THE RIGHT OF WAY SHALL HAVE TRUNCATED DOMES PER ISPWC SD-712. DOMES SHALL BE RIGID INSERTS WET SET INTO CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED "TRAFFIC YELLOW" 28. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THIS PROJECT: NONE. 30. DRIVEWAY APPROACH TO CONSTRUCTED PER ACHD SD-710B, 6" THICK PER NOTE E OD ACRID SUPPLEMENTAL SD-710B ACRID PAVEMENT REPAIR NOTES ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL. ALSO REFERENCE I.S.P.W.C. SD-301; ACHD SUP. DWG SD-303; & ACHD SUP. DWG SD-806. 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACRID INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY THE DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 6. MATCH EXISTING STREET/DRIVEWAY SECTIONS OR USE THE FOLLOWING MINOR ARTERIAL ROADWAY SECTION: SP-3, 0.50 INCH (1/2") MIX, PG-64-28 FIVE INCHES (5") THICK, AS A MINIMUM WITH 4" 3/4" BASE AND 25" OF 6" MINUS PIT RUN. WHICHEVER SECTION IS GREATER MUST BE USED. DEVELOPER LAND SURVEYOR CIVIL ENGINEER JEFF WREDE MIKE ENGEBRITSON P.L.S. DERRITT KERNER P.E. NOBLE ROCK DEVELOPMENT, INC. ENGEBRITSON LAND SURVEYING LLC ROCK SOLID CIVIL LLC 12805 W. ENGELMANN DR. 2251 S SUMAC STREET 270 N. 27TH STREET BOISE, ID. 83713 BOISE ID. 83706 BOISE, ID. 83702 (208) 860-7234 (208) 859-6032 (208) 342-3277 UTILITY REPRESENTATIVES PRESSURIZED IRRIGATION 1. THE PRESSURE IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS -OF -WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF 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 CROSSINGS PRIOR TO BACKFILLING. 4. 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. 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 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 IDAPA 58.01.16 . 5. 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 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 ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 6. 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 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 OF THE PIPE. 7. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER -UNSAFE WATER OR NON -POTABLE WATER. 8. 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 BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. 9. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. UTILITY REPRESENTATIVE PHONE GAS INTERMOUNTAIN GAS 208 377-6839 ELECTRICITY IDAHO POWER 208 388-6320 TELEPHONE CENTURY LINK 208 385-2144 SEWER MERIDIAN PUBLIC WORKS 208 887-1297 WATER MERIDIAN PUBLIC WORKS 208 887-1297 ROADS ADA COUNTY HIGHWAY DISTRICT 208 454-8135 IRRIGATION NAMPA-MERIDIAN IRRIGATION DISTRICT 208 388-6346 L.LLE. MERIDIAN FIRE DEPARTMENT (208) 888-1234 D LIT�TfITTT,f A DTTCI TBM 1 - NO. 99G A SPIKE NAIL - EL=2648.91' TBM 2 - W.C. - EL=2651.30' TBM 3 - SPIKE NAIL - EL=2652.35' TBM 4 - #5 BAR W/CAP PLS 8793 - EL=2654.41' SHEETINDEX SHEET 1 - COVER SHEET, GENERAL NOTES SHEET 2 - PRESSURE IRRIGATION AND OVERALL UTILITY PLAN SHEET 3 - STORM DRAIN DETAILS AND STANDARD DETAILS SHEET 4 - FRANKLIN ROAD SEWER CONNECTION AND Cl SEWER PLAN/PROFILE SHEET 5 - N. FEATHER REED AVE. - FRANKLIN RD TO STA: 5+50.00 SHEET 6 - N. FEATHER REED AVE. - STA: 5+50.00 to STA: 6+89.99 SHEET 7 - W ATOMIC ST. CALL BEFORE YOU DIG! G. CALL DIGLINE INC. PRIOR TO COMMENCING nbe UNDERGROUND WORK Callbelm al 208-342-1585 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District 9 policies and standards. Variances or waivers must be specifical- ly 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. BY DATE: ADA COUNTY HIGHWAY DISTRICT 0 PROJECT SITE Q U U Q m J z z Q � W ti N W. FRANKLIN RD. Z O U Y U m VICINITY MAP 111- 8001 GENERAL LEGEND FOUND ALUMINUM CAP MONUMENT SET 5181RON PIN "PLS O FOUND 112" IRON PIN Qo CALCULATED POINT PROPERTY BOUNDARY EASEMENT SECTION LINE CENTERLINE - LOT LINE GI PROPOSED GRAVITY IRRIGATION MAIN W PROPOSED WATER MAIN $ PROPOSED SEWER MAIN SS PROPOSED SEWER SERVICE Sl PROPOSED STORM DRAIN PI PROPOSED PRESSURE IRRIGATION ® PROPOSED CLEANOUT APROPOSED FIRE HYDRANT ® PROPOSED GATE VALVE ® PROPOSED BLOW OFF Q 6 PROPOSED WATER SERVICE G PROPOSED WATER METER O- k PROPOSED STREET LIGHT PROPOSED PI SERVICE • PROPOSED SEWER MANHOLE ® PROPOSED OBSERVATION WELL _2401- EXISTING CONTOUR LINE - S S - EXISTING SEWER MAIN - W W - EXISTING WATER MAIN UP EXISTING UNDERGROUND POWER Op EXISTING OVERHEAD POWER IRR EXISTING GRAVITY IRRIGATION X EXISTING FENCE EG EXISTING EDGE OF GRAVEL IF EXISTING IRRIGATION MANHOLE O EXISTING WATER MANHOLE p EXISTING TELEPHONE PEDESTAL 55 EXISTING SEWER MANHOLE CO EXISTING CLEANOUT EXISTING FIRE HYDRANT /IQ\ EXISTING STREET LIGHT ,Qb EXISTING POWER POLE ® EXISTING WATER VALVE M) EXISTING WELL EXISTING CATCH BASIN �1E MAN'-- APPROVED FOR IDAHO CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor L E roll IAN�- of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains ■� .CF• 0 the right to enforce. Inconsistencies not noted by City staff shall • F{. ; • � ' not be construed as approved unless specifically addressed � Y. in writing b the City. An proposed revision to these plans must 9 Y Y YP P IC 16yyIV.. f {'311 + be submitted for review and compliance with the Meridian City Standards Specifications before is 1 and said revision constructed. ■� �� •• Name Date 0 0 n W W I-- ZO z CD Li U) CD U O =D LLJ Q U z>- W O N W W I- M (Y 57 � LLJ � O d CD Z � O W cr) ¢ z co W z W U) } L'"J O Q I- O - C 0 Q o W ¢ Z 3: U ElfW H W¢ O U1 J CDZ O U W LLIJJ U) J W Z of J � S Q= W J Of O U W F N S W W IY Z U W W Q Q:� W J ZQOJ F-Cn `Id = U O D O U _ H z W � z z O CO W Q Ll m LU CO i 2 LU Q O Q U J Q E ce ev ev 6; Project No. RSC 21-07 1 Drawn By: JEC Date: August 9, 2022 Sheet No. 1 1 of 7 / STA: 11+23.36 30.46 R/ 4" 45' ELL 4" 22.5ELL 4" 11.25' ELL 4" 45' ELL PI i PI 185 L.F. 4"0 PI 4" TEE o BLOCK 3 4"G. VALVE 9 a 25 4 24 23 22 21 20 POND NO STA: 10+78.99 31.47 R 4" 45' ELL 4" G. VALVE -PI- L L L IIy �+W 5 o a z Y� a STA: 11+26.69 30.00 L 4" 11.25' ELL / 3 4" G. VALVE 25 24 1, A 4" 11.25- ELL " \ 4" 90' ELL 48 L F 4"0 PI 5.0' n I II ELL 4" 90' ELL PI12 � 69 L.F. 4"0 PI i 1E-25 L.F. 8" SLEEVE 40 0 20 40 80 SCALE IN FEET 1"=40' 4" TEE 2"x 4" REDUCER 69 L.F. 4"0 PI 2" G. VALVE 5 N St°: 8+18.00 2" WATER METER W/ REDUCED � 30.00 R 'oM PRESSURE BACKFLOW PREVENTER. 4 90 ELL 4�44" G. VALVE SEE DETAIL THIS SHEET -- -IL-_62 L.F. 4"0 PI = =API- _ PI PI PI 533 L.F. 4"0 PI PI 1 PI o 2650 4" TEE St°' 80.001 N BLOCK 2 4"G. VALVE N 4" G. VALVE SSCO T1 a 1 2 3 4 CD �Q 9 8 7 6 5 4 3 2 � 1 POND NO 1 C nil SD SID J v v> ABANDONED EXISTING o WELL PER IDWR TA: 1+69.51 27.00 R N0 REQUIREMENTS 14" 11.25' ELL W W W W W SSMH A4 W W W W W W W W \ 4" G. VALVE W S S S S S N. FEATHER REED AVE S S S IN454FL.F. 8"01_ I 2 CSMH A _' SSMH A3 PVC SLEEVE ' mw _ STA: 1+75 49 27.00 L SSMH AS 4" 11.25' ELL H Al 4" GVALVE / s� J 23 22 21 20 19 LLJ 17 16 15 14 3 13 12 11 10 9 8 7 6 5 4 3 i SSMH POND NO 28 a EXISTING BLOCK 1 2g50 o BLOCK 1 0 2649 ,.9 - ,.9 -n i PI PI— e. ; / IS, / eL 'v I / I EXISTING NMID PUMP STATION 2" POTABLE WATER COPPER FINDER WIR II 14 10 01 9Ille- fille- i a 16 15 —21 I a 8 ­77 a \I I D 1 i N 25 L.F. 8" SLEEVE SSCO T3 B N i 6 3 60 L.F. 4"0 PI 17 18 IN 60 L.F. 8"0 _ PVC SLEEVE a Z SSCO T2:4 2644-2645 2641 2642 2643 2640 — 2640 2645 ai 2650 PI e c E�, c PI 955 L.F. 4 0 PI e PI. PI PI PI y EXISTING DRIVEWAY ��T� � T�� /I '-'� APPROACH TO REMAIN /'4" 90' ELLS FOR NMID ACCESS 16-18' GRAVEL PATH 2645 PURDAM GULTCH DRAIN — — — — — — — — 2640 2640 — O 264s 265od1 Lj z 0 12" RIP -RAP TRENCH REPAIR (CRUSHED NOTES BASALT) FINISHED GRADE O LEEVE 1. THIS DETAIL IS GENERIC AND SHOULD BE Q )VER USED FOR ALL PRESSURE IRRIGATION z z SINGLE POINT CONNECTIONS TO THE m W 4 CITY WATER SYSTEM. THE LINE, VALVE, " PVC TEE AND OTHER APPURTENANCE SIZES 0. 4" PVC O WILL BE DETERMINED BY THE SIZING REQUIREMENTS OF THE PROJECT TO BE FED. 2. TYPE OF BACKFLOW PREVENTION DEVICE 45° 3.0' BEND (MJ) W/ MIN. 45' BEND (MJ) W/ REQUIRED FOR A PARTICULAR SITUATION RESTRAINT GLAND RESTRAINT GLAND SHALL BE COMMENSURATE WITH THE PI LINE W/ PI LINE W/ DEGREE OF HAZARD PRESENTED. RESTRAINED JOINTS RESTRAINED JOINTS O 'E OR 3. THE RPBA SHALL ONLY BE INSTALLED IN 45' BEND (MJ) W/ 45' BEND (MJ) W/ z TOP THE ORIENTATION FOR WHICH THEY ARE RESTRAINT GLAND RESTRAINT GLAND APPROVED. 4" SOLID FUSED HOPE 4. ALL BACKFLOW DEVICES SHALL BE APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF ENVIORMENTAL QUALITY, AND THE CITY OF MERIDIAN UJ ��__L_, WATER DEPARTMENT. DO NOT PLACE DRAIN W 0 �00 DIRECTLY LOW ASSERTHE Accs) EMBLY 000 DRAIN ROCKBACKPRESSURE IRRIGATION CROSSING DETAIL'INSTEADF ONVENENTLY 0600� COBBLES LOCATE IT TO THE SIDE 0 0 N.T.S. REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY Q13 N.T.S. Q J .y R � C N V o0 V m c � E E N 7 - > Jovo- Oo v 4.,o � m n c Y its o Yw 3 Eoo vz v V�o m� w N O u a o z Cn 1 w ~ CDO w C'n U CD O z w Q Z w O N ww�mrY� w :> m a O = w o = o m Cl- m z - O w w a w z O C Q z Cn z CD z QQ w w w o w N o o wQN<Cl" Lw J O w w <C Lz J Q d U z o w U w w w Iw Q n w J ~ z 2 CD S w Q CD J N d N O O w U w Y = O O CD O U _ O z � z o Z Z Q Q O Z cn O >� Q� Co Lu CD � Cn 2 0:� Q L�U J 1..1�/ Q CO Lu Q Q LU O O z Project No. RSC 21-07 Drawn By: JEC Date: August 9, 2022 9, Sheet No. - / 2 at 7 12" INLET (W) 2647.56 3" CONCRETE BAFFLE - CREST: 2648.50 12" INLET (N) 2647.56 BOLTED DOWN EXPANDED METAL LID 12" OUTLET (E) �47.56 41x4' ID CONCRETE BOX RIM: 2650.00 FLOOR: 2647.00 12" BYPASS OUTLET (S) 2647.56 SD BOX 1 DETAIL it I II I 7 3 Q 11 o o- I w z 150 L.F. 8"0 C-900 DISCHARGE PIPE . 0.22% MIN F o - 1 I 13 I I I 4 W 8+00 I W. ATOMIC ST. II W 8+00 I W. ATOMIC ST. II 9 8 - SO- ii IGHT: 147.5 � DAYLIGHT:I , 1 '^pPF 2647.5 I SPILL CHANNEL PER BMP 10 PRIMARY g 5.0' r PRE -DEVELOPMENT DISCHARGE INV OUT: 2647.5 END CAP WITH 3.5"4 I HOLE AT INVERT � T p• I� POND NO. 1 DATA DEPTH FREEBOARD SIDE TOP BOTTOM WSE TOP OF SPILL FORBAY FORBAY REQUIRED PRIMARY PRIMARY D GROUND SLOPES BERM CHANNEL BOTTOM CAPACITY CAPACITY BOTTOM CAPACITY LCAPACITY WATER 2.0' 0.5' 4:1 2649.5' 2647.5' 2649.0' 2649.0' 2648.5' 13' x IS 484 OF 460 CF 37' x 44' 3,279 SF F +2643.3' STORM DRAIN POND NO. 1 PER ACHD BMP #10 1"=20'- R/W - w 11.0' 37.0' 11.0' 18.5' 18.5' C/L 2.0' 5.0' 1 6.0' 2.0' 14,5' 1 14.5' 2-0' 6, (E FLAT 2% 2% FLAT CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT CONCRETE SIDEWALK (PER ACHD SUP. SP-3, 0.50" (112") MIX, (PER ACHD SUP. DWG, SD-709) PG 58-28 DWG. SD-709) 6' PLANTER 4" OF 3/4" MINUS AGGREGATE 6' PLANTER W/ ROOT BARRIER 14" OF 6" MINUS PIT RUN W/ ROOT BARRIER BOTH SIDES BOTH SIDES 3" ROLLED CURB & GUTTER 3" ROLLED CURB & GUTTER (PER ACHD SD-702) (PER ACHD SD-702) 33.0' STREET SECTION 37.0' RIGHT-OF-WAY KEY NOTES �1 STA: 7+70.00 TYPE IV C.B. W/1.0' SUMP TRC: 2649.32' INV OUT: 2647.63' 02 30 L.F. 12" C-900 @ 0.22% 03 STA: 7+70.00 TYPE IV C.B. W/1.0' SUMP TRC: 2649.32' INV IN: 2647.57 INV OUT: 2647.57' ® 3 L.F. 12" C-900 @ 0.22% 0 STA: 7+70.00 20.0' R 4'x4'SDBOX #1 RIM: 2650.00 12" INV IN (N): 2647.56 12" INV IN (W): 2647.56 12" INV OUT (SE): 2647.56 12" BYPASS INV OUT (S): 2647.56 FLOOR: 2647.00 POND NOTES © 46 L.F. 12" C-900 Q 0.22% 07 STA: 7+12.53 TYPE IV C.B. W/1.0' SUMP TRC: 2649.85' INV OUT: 2647.10' Q8 15 L.F. 12" PVC ® 3.5% Q9 30 L.F. 12" PVC ® 0.22% 10 DAYLIGHT 2642.00 TO AVOID EROSION OF THE BANK, OUTFALL MUST DAYLIGHT AND EXTEND OUT FAR ENOUGH TO DISCHARGE JUST ABOVE WATER LINE. 11 OBSERVATION WELL PER ACHD SD-627 0 METAL END SECTION WITH TRASH RACK AND RIP -RAP 1. GROUNDWATER OBSERVATION WAS CONDUCTED BY ROCK SOLID CIVIL. 2. SOILS REPORT PREPARED BY ATLAS, FILE #B202052g, DATED JANUARY 5, 2021 3. DESIGN INFILTRATION RATE IS 4"/HR. > I, a w I I w TEMP w 5.0' POND 18 l 0 2A w w Z m 1 TEMPORARY POND DATA POND N0. DEPTH FREEBOARD SIDE SLOPES POND BOTTOM TOP BOTTOM WSE DESIGN CAPACITY REQUIRED CAPACITY GROUND WATER 2A 1.5' 0.5' 4:1 1I'd 1' 2649.0' 2647.5' 2648.5' 241 CF 235 CF ±2643.3' 2B 1.5' 0.5' 4:1 12'x15' 2649.0' 2647.5' 2648.5' 320 CF 304 CF ±2643.3' TEMPORARY STORM DRAIN PONDS -1"=20'- 20 0 10 20 40 SCALE IN FEET 1"=20' J .y / R � C N V o0 V m c � E� E N O N Jovo O�v o � v min �Y its o YEoO vZ v V�O m� w N 0 i o z Cn w�o o cn I—,11 O 7D w Q V Z w O N ww mmcL� o m a O Df w o = o m m m z - o w cn 3 Q z o Q z cn zoz wQzcl>_ oQ o wQNzci O z U w c) J W o w J > Q zcn J Q d U � z o w U w w W w Q o­ w J ~ z m CD S O w Q O J N Cl_N O O w U w Y = O O CD O U 3:_ w z LL = z ;�E w0 0 z Q 0 J J � Q¢ 11 m w o U) Q z Q J w 0 0 z Project No. RSC 21-07 Drawn By: JEC Date: August9, 2022 9, Sheet No. 'l 3 of 7 z--GQQ+—Qiiiio RIGHT Cn _ 00 SEE SHEET 5 SEE SHEET 5Ln - - - - - - Iw o Q � LEFT I o w � � KEY MAP >I o � o EXISTING CITY OF MERIDIAN SEWER AND w w a a WATER EASEMENT z w SSMH Al x s I J — � / - EXISTING ACHD / SLOPE EASEMENT z W I / EXISTING ACHD � r�0 SLOPE EASEMENT�� - / SSMH A2 SSMH A3 9p, o 0 u m W S CO vp� UZZ7 O - N � m E - > m > v ro o v o ,J -�vvo N v '- �Ya o — — — — ------ N � 3 E w o O Z — — — — — — — I 20 0 10 20 40 (] o, o �+ SCALE FEET O W. FRANKLIN RD SEE SHEET 5 1 22 0 �y • CALL BEFORE YOU DIG! w o z cn O w CD CALL DIGLINE INC. PRIOR TO COMMENCING Oo w mmsbelow UNDERGROUND WORK Calibmm 208-342-1585 z w o N w w m m 0� m a o al o o of w m NAVD 88 DATUM .. � z o z z w cn >— SCALE � < Q o o w N z D" U < vi iw z w 6 0 J 2656 �'� J HORIZ.: 1" = 20' 2656 cn zLlj OR GO = Ln toM(N (0 �O N w L-1 Q U w J p 0 S O Q t �N? N M con (0 Q 00 V) Oz CD O 2654 �QNZO �" M LO ZO UJ Q 0 C M 2654 CD d N O� V w Y o o V1 (n �'zZ NJ000 O Q 2 N 4to WHN a N O� (0 O) - = O 11 O ~ w z d N Z p M (0 (0 (0 (0 V) F ~ = Q N c0 0 (n V) L0 VIK-- O W O N O 2652 — — — 0 �>o N U) w��Z m V) Z 2652 o w (0 p7Z J q- w 0 0 2650 2650 o Q , 0:� J d z 0 m UJ w �LU w 2648 2648 u o w OO rn a 00 2646 2646 Q J w Er U 2644 2644 �" -'9 ���55VONAL Z 2642 2642 17887 LU � FRRITT KER�F. 2640 � 2640 UProject No. RSC 21-07 Drawn By EC 40 L.F. 8"0 89 L.F. 80 PVC 00.60% Z 2638 PVC ® 0.40% 2638 Date: August 9, 2022 Sheet No. 4 4 of 7 PI o Q SEE SHEET 2 FOR 40 L.F. 4"0 WATER CONTINUATION 5 - a o STA:2+12.97 75.34 R GB g� ` STA 1+35.47 46.13 R TRC: 2651.95 �° s\ TVC ±2655.30 7 6 5 4 3 2 MATCH EXIST. m m m KEY MAP I� �J� � �J� <� ��� ILL a� M�� �� c.i + o �� N N vi STA: 2+79.97 38.64 R o a U o N PRC J 7 STA:1+84.51 31.50 R STA 1+65.47 N - N TRC: 2651.63 v�- o PC TRC: 2653.77 TVC 2654.87 PT 'ppp o R o STA 1+33.53 27.73 ® STA 3+05.69 STA:1+84.51 28.50 R 61 R1� o• EXIST. HIGH PT o LOG: 2.654.98 PT 2 TRC 2651.47 ,per �y PT/GB TRC: 2653.87 J STA 3+07.00 88 L.F. 8"0 WATER STA 1+72.51 I STA 114.50 R LOG: 654.9 2654.93 QPVT . ' STA 1+52.44 /. W I 291 L.F. 8"0 WATER W W r° 203 L.F. 8"0 WATER TRC 2651.46 W W a W W W 8 �- W TRC 2654.49 1 I W I LOG 2655.00 a o6�q° a o 0 V u m W I 5+00 6 4+00 3+00 3 2+00 20 0 10 20 40 - i = 1 16G' N FEATHER REED AVE f 90• SSMH A2 C/) I 2 STA 1+33.62 0.00 1+00 a s m o I W I S S S - - 16 S SSMH A3 I 3 s LOG: 2654.87 SCAV I20- m o W I SSMH A4 91 I �' 12.0' a J lb 4i O 0 a t s o ~ Q o STA 3+07.00 STA 2+44.00 1 1 y �•y�o PVC ,n a PVT ® TRC 2652.474 STA 1+37.71 28.00 L LOG 2654.76 �/ ■ w 3 c Z �9-��- oRC26'S1. -- -- - - STA1+65.PTc`o0 �� I I o o + J '6 vi o +JJ a =n r�N �JJ N u' N + J vi vi "i + J N" J a n N J vi o J TVC 2654.87 1 STA 1+52.56 GB TVC 2655.22 V .m o 11 N N 10 N - N c N �� N ti 9 8 7 6 5 N N �� N 4 I i SSMH At 3 I STA 1+355.0 46.13 L • CALL BEFORE YOU DIG! CALL DIGLINE INC. PRIOR TO COMMENCING UNDERGROUND WORK O _ TVC w nbelm ��� beim di 208-342-1585 MATCH EXIST. H EXIST. VI NAVD 88 DATUM o cn 11 c' cn woN w w~ m Q- CD PVI STA: SCALE � �� �� PVI ELEV.2655.15 K:3.20 N VERT.: 1"=2' cn LVC:15.00 HORIZ.: 1" = 20'2658 2658 z~oQ zz wz �N _�Wr ¢wQ J O, N ±� ¢II II w CD CD 2656 o a+(0 N0 N>w 2656 � Q2-1w--jjoEL oo PVI rn D N Z 0 a s 0- a a w w L51, x1 z 0 STA: 2+75.50 0 0) (6 m- o w PVI ELEV:2651.71 0 K: 26.22 N It in rn 01� N O aD n N�-zz �- (N (n X__ • 889,' zoo = o w Q CD J � N LVC: 63.00 N N ,, M C j 0 N / CD N V) J~ U �� o� 2654 J �C) \ / 2654 - C-D U � 0 as as =NNZ0 N<�» \/ z� z o r2 250% 0 04 0) 00 2652 od(ON a+LoN? FINISH GRADE AT CENTERLINE 4' PI z 2652 - KEYNOTES =._NZO _ -0.40% - _ _---- � o NNmzz - - - - _ _ _ - - STA: 1+55.86 33.82' L 07 SEE SHEET 4 FOR SEWER V Z W + - - CONNECT TO EXISTING 8" WATER PROFILES O LU Q 2650 I - - - - - - - NATURAL GROUND AT CENTERLINE 8" 90` ELL (FLG) 2 STA: 1+55.86 6.0' R ® POTABLE/NON-POTABLE CROSSING SEE WATER NOTE 4 2650 (� 5; Q � Cn 8" 90" ELL (FLG) SHEET 1 0 w I W I �3 STA: 2+43.52 6.0' R Og ALL BUILDING, TEST PITS, OR WATER z O 0w CoC:� C/) _ Q = I 8" TEE (FLG) WAYS WITHIN THE CURRENT OR U =5 Q 2648 W I 8" WATER (2) 8: G. VALVES (FLGxMJ) ® STA: 2+43.23 72.0' R FUTURE RIGHT-OF-WAY SHALL BE OVER EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL 2648 U Q = z J Y W I Cn 8"x 8% 4" TEE (MJ) PER ISPWC SPECIFICATIONS. C Q l �5 STA: 2+43.23 79.0' R COMPACTION REQUIRED. LL Q J W Q ILL. 2646 I 8% 8% 6" TEE (MJ) 8" G. VALVE (FLGxMJ) 6" G. VALVE (FLGxMJ) 10 ABANDON EXISTING WELL PER IDWR STANDARDS 2646 Q z 8 L.F. 6" WATER 11 5.0' WIDE PEDESTRIAN C z a 6" F.H. ASSEMBLY RAMP PER ISPWC SD-712A 2644 ISPWC SD-404 1© 4' VALLEY GUTTER PER CZ 2644 o © FIRE HYDRANT ACHD SD-708 STA: 4+46.99 6.0' R 8% 8% 6" TEE (MJ) 1© SAWCUT 2' MIN. (SEE ACHD SS�pNAL FN 6" G. VALVE (FLGxMJ) PAVEMENT REPAIR NOTES O oF� ��L,vsEo �iy ON SHEET 1). 2642 65 F.H. ASSEMBLY ISPWC SD-404 ® 5' WIDE x 5" THICK SIDEWALK PER ACHD SD-709 2642 17887 V3/0411 15 CONCRETE SECTION O0 �rE 0" " F� RRITT KERB 2640 Q:� 2640 225 L.F. 8"0 PVC ®0.40% U Project No. RSC 21-07 Drawn By: JEC 271 L.F. 8"0 PVC ® 0.407. 2638 63 L.F. 8"0 PVC ® 0.40% 2638 Date: August 9, 2022 Sheet No 5 NORTH FEATHER REED AVENUE 5+00 4+00 3+00 2+00 5 at 7 0 TEMP SO POND SEE SHEET 7 (n 2A SEE DETAILS --------------- _ SHEETS i I-O - N 1 2 3 4 9 �8 7 20 1 g 1 8 rn- - a rn n w rn + + STORM DRAIN POND N0. 1 rn n SEE DETAILS SHEET 3 J m M N a < Cd + N a a " N TRC 2649.32 N N PTA 7+97.68 SD TRC 2649.32 STA 6+67.30 Q Jo m N �'a N KEY MAP - ' Q �' ��- N� - TRC 2649.51 N o PC TRC2650.03- Q -N� o 7 11 STA:7+85.92?s �O� a �o� N 11 , a 13.91 R GB 9 _ TRC: 2649.56 9 n , Pat S FUTURE ALAMAR s 65 L.F. 8"0 WATER W � W 2 5 1 W 5 STA:6+79.06 W R '0 WATER �,� W W -01 SUBDIVISION N0. 2 8 92 L.F. 8"0 WATER TRC: TRC: 2649.90 , W c N 9+00 1 8+00 -p99 11.50 L- 9°, 7+00 6+00 0 = 20 0 10 20 40 (� u V .60 �p 4 �� N FEATHER REED AVE , U) c co S S STA 7+s7.s6 S PT oar S S , W W SCALE IN FEET a- m N° 40% TRC 2649.51 ��i SSMH A5 3 o N ' � 1"=20' o `; m° m :> 7 11 6� 11 O Y c I (� 1 N� J 0 J o o� + n� u�a o4 J LL:,n� v� STA:6+89.99 STA6+67.30-�� 11.50E PC �cv NN ro + c°+ oiYw 3 ,/ O y + mm� Q ro+ -i Sri o� _j 'i + _j vi � ^� TRC: 2649.94 TRC 2650.03 U � + J vi o v"N i Z C_ N ti N� N N a W N N 4 ^ N U HN H Q U Vl V u7 N N< HN O � `■ V �N 18 7 I 16 I 17 16 15 14 3 ti ~ 13 12 0 .5 N TEMP SO POND 26 SEE DETAILS SHEET 3 CALL BEFORE YOU DIG! z cn o 'woo CALL DIGLINE INC. PRIOR TO COMMENCING &beim wo CD UNDERGROUND WORK 208-342-1585 c z w o N LL w m m it 0 m a o o NAVD 88 DATUM � z o z z c, >_ SCALE �w Q � o o �z� w Q N z U VERT.: 1"=2' w � - W ¢ CDJ �� 2654 HORIz.: 1" = 20' 2654 L ow w� Q � t - _� �x O to Z J � z o w U w w � w w Q Q_ w J KEY NOTES Z J M o o o 2652 co UJN O (O O M N 2652 0 +M ob � 00 II w tMom 01 FIRE HYDRANT O o o o II O N n 0 N z II ,n+0NF GRADE STA: 8+29.99 6.0' R z� z �_ II LO � > a � ^ N?o 8"x 8"x 6" TEE (MJ) v> o w � 00 oiN m > a o _ w M» LLAT�7CENTERLINE 6" G. VALVE (FLGxMJ) 15 L.F. 6" WATER 2650 d W W O .. N O NN�zz -0.40% 6" F.H. ASSEMBLY z 2650 V) -0.40% 1 a2 STA: 7+38.49 6.0' R NATURAL GROUND 8" TEE (FLG) U z W m 12" SD 8" SD AT CENTERLINE (3) 8: G. VALVES (FLGxMJ) � > ai 2648 i 2648 ¢ + 03 STA: 7+12.53 v) 00 LO TYPE IV C.B. W/1.0' SUMP > W H TRC: 2649.85' 77 Q W Q W INV OUT: 2647.10' C Co� 2646 u ® 46 L.F. 12" C-900 0 1.0% U 2646 = W O 8" WATER W 05 POTABLE/NON—POTABLE Q LU CROS ING SEE WATER NOTE 4 Q LU SHEE2644 Q W L0 O 2644 Q z , INSTALL BLOWOFF PER C.O.M STD W-12 c i 07 INSTALL TYPE III TERMINUS 9 z a Q BARRICADE WITH SIGN THAT STATES"THI z TO BE EXTENDED IN � o 2642 ® THEFUTSOUREWAY INSTALL TYPE II TERMINUS 2642 BARRICADE WITH KICK PLATE SS\OSAL FN 161 L.F. 8110 PVC 0 0.40% 09 PIED RAMP (TYPE Hi) PER ACHD SUPP. O E �cLwsE ` 2640 O SD-712H. WITH YELLOW DOME INSERTS z 2640 225 L.F. 8"0 PVC 0 0.40% A (WET SET) PER ISPWC SD-712. 2% 17887 MAXIMUM CROSS SLOPE 10 PEDESTRIAN RAMP PER ISPWC p�°r� o rcv OFLU SD-712F KERB 2638 11 5' WIDE x 5" THICK SIDEWALK PER ACHD SD-709 Q:� 2638 Project No. RSC 21-07 Drawn By: JEC 7U C 2636 W 2636 Date: August 9, 2022 Sheet No. NORTH FEATHER REED AVENUE6 8+00 7+00 6+00 5+00 6 of 7 Z—G 0 _ O_ S_E_E_S_HE_E_T_6__ __ TRC 2649.56 �6 0 o J KEY MAP �JJ + .. �� �a N o� JN +� as �I o 14 �JN N�a Na> �� N25 �J9 3 I 8 149 L.F. 8"0 WATERW 8 1 W W V c� SSMH AS 1 — N 8+00 a a 9 Q N E °' "' o 4 W. ATOMIC ST. o . o "u S $ S J�v�o > ��s Q 6 5 C v @ C 1 3 ,TRC 2649.85 SD Ao 7 /Ll Zs o /�i @ N v 3 ,/• _ —• _ — STA._ 8+21.00 _— — — _ �' `` 3 .� O = w N_ — END SIDEWALK STA 8+50.00 — — —Sp. — — — — _ \ TRC 2649.52 TRC 2649.64 Z o / STA 8+85.00 W� Fy U w z - TRC 2649.78 20 0 10 20 40 u STORM DRAIN POND N0. 1 /y Ifj � I SEE DETAILS SHEET 3 SCALE IN FEET TRC 2649.90 \ �� 1"=20' SEE SHEET 6 o z C) w ��o�wQ cn wcn oN w ocl-= • CALL BEFORE YOU DIG! z o Q CALL DIGLINE INC. PRIOR TO COMMENCING z w z o z � w Q z w>- L--, _ UNDERGROUND WORK 208-342-1585 Q z o Q ¢ Cellnbelbefm m w Lj O J w O z C� U— U J NAVD 88 DATUM w o J _ >_ Q z J Q d U LL w w � SCALE z o w U w w � z o CD ¢ � o = � w Q O J N VERT.: 1"=2' ooN�o 2654 KEY NOTES HORIZ.: 1" = 20' 2654 CD CD=zLLC) 0 0 STA: 7+38.50 6.0' L ~ 0 O to 00 0 00 w a°io 8" TEE (FLG) + to ^ o 00 > (2) 8" G. VALVES (FLGxMJ) 2652 II 'D II N Q C,4 co II O N STA: 8+87.00 6.0 L INSTALL BLOWOFF PER z 2652 II II N Q 0_ II , N II N F II FINISH GRADE N C.O.M STD W-12 ~ j-i LU > o w _ w rn w AT CENTERLINE o > z a w w _j w 3 STA: 7+70.00 U ZO 2650 a w > a -i w TYPE IV C.B. W/1.0' SUMP � 2650 — — TRC: 2649.32' INV OUT: 2647.63' cn j 3 �0% 0.40%— _ _ — — — — _ _-1.219, �j 0' MM M nN� � w C �� 0_0_OQj� ® 30 L.F. 12" C-900 @ 0.22% 7 C 0 w U_ Q = 0 �� , 2" SD NATURAL GROUND It r o co �N Q5 STA: 7+70.00 Q � O/ 2648 N AT CENTERLINE N Z N N 26 C9.32W/1.0' SUMP U 2648 Lu ^ Mo TRCE LO �Z E2- =o �-4" � Z 00 ZINV NV IN: 2647.56 OUT: 2647.56'2646 Q nZ Z o PI w F © 3 L.F. 12" C-900 ®0.22% Q N N 07 SDMH NO. 1 SEE DETAILS SHEET 3 2646 Q 8" WATER ® POTABLE/NON-POTABLE z z CROSSING SEE WATER NOTE 4 2644 09 SHEET 1 INSTALL TYPE III TERMINUS CZ 2644 BARRICADE WITH SIGN THAT "THIS STATES ROADWAY TO BE EXTENDED IN THE FUTURE" O �55VONAL �RC��� 2642 10 INSTALL TYPE II TERMINUS BARRICADE WITH KICK PLATE 2642 gg1,7887 161 L.F. 8"0 PVC ® 0.60% ° re 0 -rr pF� RRITT KopERB 2640 Q:� 2640 Project No. RSC 21-07 7U C Drawn By: JEC 2638 W 2638 Date: August 9, 2022 Sheet No 7 WEST ATOMIC STREET 8+00 7 of 7