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Traffic Calming per construction drawingstr W z (9 z W O r LL O W F- U) Z UJ IY H- Z Z U) I- F- W W Z_ L9 Z UJ 0 FL t• 0 N CALL BEFORE YOU DIG! CALL DIGLINE INC. PRIOR TO COMMENCING UNDERGROUND WORK DIAL: 811 NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN APPROXIMATELY ONLY PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND PROTECT ALL UTILITIES. CONSTRUCTION DRAWINGS FOR BRICKYARD SUBDIVISION NO. 3 & 4 A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 32 TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISE MERIDIAN ADA COUNTY, IDAHO 2018 r r rr rr rN 1-LI_I ale0 eweN 'palorulsuoo sl UO!SIAaJ pies elolaq suO11831 !Oedg pue splepuelS Allo ue!puaW ay( 441m aouelldwoo pue MG1AaJ JO} peu!wgns eq Isnw sueld asayl o) uOISIAGJ Pasodoid AuV Al!O ayl Aq 6u0!Jm u! pessaippe Allempoads ssalun panoldde se penllsuoo aq IOU Ileysgels 6110 fq palou lou salouels!suoou! '90JOju9o13y6D aril SU!elaJ Allo 041 0rILM !o Ile'S!encidde Ju sJaplo'suoiIB*U!oadS 'sluawaaJ6e lu;,wdol8Aaq'Saoueul PJo'suo0eln5al 'selni'smel l enol pue alels lelapal algeolldde luanno lie qj!A, eous!IdwoO III sallgloel asoyl lonlisuco Jd/pue u61sap 01 Aji 1p, dodsal ayl )C JOIOellUOO JO 'JaadJ6ua 'JOUMO ay1 94011W IOU S3op MBIABJ SIG-, 'suolleof oedS pue splepuelS AI!O Ue!p!lay4 yi;M aouelldwoo JO; PONOIA0l uaay aney suo!leolpoeds lo(pue sueld asegl N0I13f1UJSN03 ONYm MA (3EA0NddV "4NVIQI H� NOTICE TO CONTRACTORS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. UNAUTHORIZED CHANGES 8 USES: THE DESIGN CONSULTANT PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR CONSTRUCTION QLPE PLAN REVIEW These plans and/or specifications have been reviewed by a Qualified Licensed Professional Engineer (QLPE) for compliance with IDAPA 58.01.08 and 58.01.16, as allowed under Idaho Code 39-118. if construction does not commence within twelve (12) months of this approval date, plans and/or specifications must be resubmitted for review. �y /(621 2 x7// LPE ngineer Lk. No. Date Keller Associates, Inc. - 208-288.1992 DEVELOPER JAMES DOOLIN LAND DEVELOPMENT PARTNERS, LLC 4685 S HIGHLAND DRIVE #202 SALT LAKE CITY, UT B4117 PH: (801) 649-3519 UTILITY REPRESENTATIVES LEGEND — --- --- SUBDIVISION BOUNDARY PHONE ROAD RIGHT-OF-WAY — PROPOSED EASEMENT o PROPOSED EDGE OF PAVEMENT IDAHO POWER PROPOSED EDGE OF GRAVEL SS(e•Y PROPOSED SEWER LINE W(8") PROPOSED WATER UNE 50(121- PROPOSED STORM DRAIN LINE PI(3") PROPOSED PRESSURE IRRIGATION LINE ----► PROPOSED DRAINAGE FLOW PATH MERIDIAN CRY WATER PROPOSED SEWER MANHOLE Q PROPOSED STORM DRAIN MANHOLE ® ® PROPOSED CATCH BASIN/AREA INLET ® PROPOSED MONITORING WELL SETTLERS IRRIGATION PROPOSED SAND AND GREASE TRAP OOO....opp yL/o Y PROPOSED FIRE HYDRANT p PROPOSED WATER METER ® PROPOSED WATER VALVE Qe.D. PROPOSED BLOW -OFF I0 PROPOSED GRAVITY IRRIGATION BOX 1s PROPOSED PRESSURE IRRIGATION SERVICE END OF VERTICAL CURVE PROPOSED TYPE 11 BARRICADE PROPERTY LINE PROPOSED TYPE III BARRICADE END OF CURVE PROPOSED PEDESTRIAN RAMP POINT OF VERTICAL INTERSECTION PROPOSED MAJOR CONTOUR 2578 _� PROPOSED MINOR CONTOUR CALL BEFORE YOU DIG! CALL DIGLINE INC. PRIOR TO COMMENCING UNDERGROUND WORK DIAL: 811 NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN APPROXIMATELY ONLY PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND PROTECT ALL UTILITIES. CONSTRUCTION DRAWINGS FOR BRICKYARD SUBDIVISION NO. 3 & 4 A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 32 TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISE MERIDIAN ADA COUNTY, IDAHO 2018 r r rr rr rN 1-LI_I ale0 eweN 'palorulsuoo sl UO!SIAaJ pies elolaq suO11831 !Oedg pue splepuelS Allo ue!puaW ay( 441m aouelldwoo pue MG1AaJ JO} peu!wgns eq Isnw sueld asayl o) uOISIAGJ Pasodoid AuV Al!O ayl Aq 6u0!Jm u! pessaippe Allempoads ssalun panoldde se penllsuoo aq IOU Ileysgels 6110 fq palou lou salouels!suoou! '90JOju9o13y6D aril SU!elaJ Allo 041 0rILM !o Ile'S!encidde Ju sJaplo'suoiIB*U!oadS 'sluawaaJ6e lu;,wdol8Aaq'Saoueul PJo'suo0eln5al 'selni'smel l enol pue alels lelapal algeolldde luanno lie qj!A, eous!IdwoO III sallgloel asoyl lonlisuco Jd/pue u61sap 01 Aji 1p, dodsal ayl )C JOIOellUOO JO 'JaadJ6ua 'JOUMO ay1 94011W IOU S3op MBIABJ SIG-, 'suolleof oedS pue splepuelS AI!O Ue!p!lay4 yi;M aouelldwoo JO; PONOIA0l uaay aney suo!leolpoeds lo(pue sueld asegl N0I13f1UJSN03 ONYm MA (3EA0NddV "4NVIQI H� NOTICE TO CONTRACTORS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. UNAUTHORIZED CHANGES 8 USES: THE DESIGN CONSULTANT PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR CONSTRUCTION QLPE PLAN REVIEW These plans and/or specifications have been reviewed by a Qualified Licensed Professional Engineer (QLPE) for compliance with IDAPA 58.01.08 and 58.01.16, as allowed under Idaho Code 39-118. if construction does not commence within twelve (12) months of this approval date, plans and/or specifications must be resubmitted for review. �y /(621 2 x7// LPE ngineer Lk. No. Date Keller Associates, Inc. - 208-288.1992 DEVELOPER JAMES DOOLIN LAND DEVELOPMENT PARTNERS, LLC 4685 S HIGHLAND DRIVE #202 SALT LAKE CITY, UT B4117 PH: (801) 649-3519 UTILITY REPRESENTATIVES UTILITY AGENCY REPRESENTATIVE PHONE GAS INTERMOUNTAIN GAS MISHELE SINGLETON 377-6839 ELECTRICITY IDAHO POWER VIC STEELMAN 3886320 TELEPHONE CENTURY LINK MELISSA MENDEZ 385-2144 SEWER MERIDIAN PUBLIC WORKS DALE BOLTHOUSE 8882191 WATER MERIDIAN CRY WATER DENNIS TELLER 8885242 ROADS ACHD GARY INSELMAN 3876178 PRESSURE IRRIGATION SETTLERS IRRIGATION MACK MYERS 343-8271 FIRE MERIDIAN FIRE DISTRICT PENNY PALMER 888-1234 VICINITY MAP SCALE: 1"=1500' SHEET INDEX 1 - TITILE SHEET 2 -NOTES 3 - FINAL PLAT 3a - FINAL PLAT 4-TOPO 5 - MASTER GRADING AND DRAINAGE PLAN 6 - FINE GRADING PLAN 7 - FINE GRADING PLAN 8 - MASTER UTILITY PLAN- PH. 3 9 - MASTER UTILITY PLAN- PH. 4 10 - PLAN 8 PROFILE- STREET E 11 - PLAN 8 PROFILE- STREET F 12 - PLAN 8 PROFILE- STREET G 13 - DETAILS ABBREVIATIONS AB AGGREGATE BASE L LEFT AC ASPHALT CONCRETE LF LINEAR FEET AD AREA DRAIN LP LOW POINT ADA AMERICANS WITH DISABILITY ACT MAX MAXIMUM BC BEGINNING OF CURVE or BACK OF CURB ME MATCH EXISTING BOW BACK OF WALK MIN MINIMUM BVC BEGINNING OF VERTICAL CURVE NTS NOTTO SCALE CB CATCH BASIN OHP OVERHEAD POWER CL CENTERLINE PCC PORTLAND CEMENT CONCRETE DI DRAIN INLET PI PRESSURE IRRIGAITON EVC END OF VERTICAL CURVE PL PROPERTY LINE EC END OF CURVE PVI POINT OF VERTICAL INTERSECTION EG EXISTING GRADE or EDGE OF GRAVEL R RIGHTor RADIUS EP EDGE OF PAVEMENT RC RELATIVE COMPACTION ESMT EASEMENT RET RETURN EVA EMERGENCY VEHICLE ACCESS S SLOPE EX EXISTING SO STORM DRAIN FC FACE OF CURB SS SANITARY SEWER FF FINISH FLOOR STA STATION FG FINISH GRADE SWK SIDEWALK FH FIRE HYDRANT TOA TOP OF ASPHALT FL FIRE LINE TOB TOP OF BANK TO FIBER OPTIC TOC TOP OF CONCRETE G GAS TOE TOE OF SLOPE GB GRADEBREAK TOP TOP OF SLOPE HP HIGH POINT TRC TOP OF ROLLED CURB IBC INTERNATIONAL BUILDING CODE TVC TOP OF VERTICAL CURB IR GRAVITY IRRIGAITON TVCG TOP OF VERTICAL CURB WITH GUTTER INV INVERT TYP TYPICAL JT JOINTTRENCH W WATER SURVEY INFORMATION CONSTRUCTION STAKING WILL BE PROVIDED BY T -O ENGINEERS - KEVIN SORENSEN, PLS PHONE NO. (208) 442-6300. ALL ELEVATIONS SHOWN ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88] BENCHMARK #1 NORTHING: 719565.08' EASTING: 2464044.23' ELEVATION: 2620.08' DESCRIPTION: MAG. NAIL BENCHMARK #2 NORTHING: 719084.74' EASTING: 2463935,29' ELEVATION: 2617.94' DESCRIPTION: MAG. NAIL OF U Y Y O W � tll N Q N w U f 8 ATTENTION: 0 112 1 IF THIS BAR DOES NOT MEASURE 1* ON 22x30 SHEET or 112" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: OCTOBER 27, 2017 PROJECT: 170005 SHEET 1 OF 13 LU L_ tkAL DO p'a5'SS�G STER,,,0z p GENERAL NOTES WATER a- 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 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 � SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), AND THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACRD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. U STANDARDS OR SPECIFICATIONS. R � 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 (70) FEET. WHERE ITIS NECESSARY FOR F OF Of 2. THE CONTRACTOR SHALL HAVEACOPYOFTHELATESTCITYOFMERIDIANSTANDARDSPECIFICATIONSANDDRAWINGSONSITEATALLTIMESDURINGCONSTRUCTION(AVAILABLEONTHEWEBSITE).FAILURETOHAVE APOTABLEWATERMAINANDNON-POTABLE WATER MAIN TO CROSS WITH LESS THANEIGHTEEN(18)INCHESOFVERTICALSEPARATION, THE CROSSING SHALL BECONSTRUCTED INACCORDANCE WITH SECTION 542.07 C. CA RPE V) A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.138) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). W K 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED'APPROVED FOR CONSTRUCTION' BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. 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 g r ¢ ¢ 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 w m w ❑ W 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). w a ¢ w a a Z Z 0 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 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED w W Z PRIOR NOTICE. FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEA). w ❑ x ❑ x O a W O 6. 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, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. FL UL CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. a LL 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AW WA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). ❑ O T. 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 O ASPHALT PAVING. 7. FIVE (5) FEET OF COVER SHALL BE PROVIDED FOR ALL WATER MAINS LOCATED IN A SECTION-LINE ROAD. FIVE FEET OF COVER MAY BE NECESSARY FOR SOME MID-SECTION LINE ROADS; SEE PLANS. FOUR (4) FEET OF (1) COVER SHALL BE PROVIDED FOR ALL OTHER WATER MAINS. U) 8. 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. B. LOCATE SUBSURFACE STORM WATER DISPOSAL FACILITIES (INCLUDING INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET FROM MAIN WATER LINES. THIS REQUIREMENT DOES NOTAPPLY TO CATCH BASINS OR LU SAND AND GREASE VAULTS. (L 9. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. W 9. CONSTRUCT, PRESSURE-TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH APPLICABLE PORTIONS OF SECTION 400 OF THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND LU 10. TAKE ALL LOT DIMENSIONS, EASEMENTS, AND CERTAIN OFF-SITE EASEMENTS FROM THE PLAT OF: BRICKYARD SUBDIVISION PHASES 3 & 4 A COPY OF WHICH IS ATTACHED TO THESE PLANS. DRAWINGS. E F w Of 11. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE AND IRRIGATION FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE AND IRRIGATION IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 10. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING IN ACCORDANCE WITH THE ISPWC. u! O L) 12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE Co ❑ LL. FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. w 0 SEWER LL B1 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING 0 Q) WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 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 1- CONSTRUCTION NOTE NO. 1. :D 14. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PER SECTION I.2.J.3 PRIORTO FINALAPPROVAL OFTHE PIPE 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 F- LINE INSTALLATION. 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 m 15. THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND GRUBBING, 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.07.16). WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND OTHER Z 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (8) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN W MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED OF OFFSITE AT AN APPROVED LOCATION. 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 z Z 16. All UNDERGROUND UTILITIES AND SERVICE LINES SHALL BE INSTALLED PRIOR TO STREET CONSTRUCTION. FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). O U 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). o O<0 in 17. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS, IF REQUIRED, SHALL BE BACK CHARGED TO THE RESPONSIBLE CONTRACTOR BY THE OWNER. UI z a O a 3 1- 5. WHEN COVER OVERA 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 ,� ❑ ❑ ui ❑ K 18. ALL COSTS INCURRED BY THE CONTRACTOR FOR CORRECTING DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WHO PERFORMED THE WORK. FAILURE TO CORRECT DEFICIENT WORK WILL BE SERVICE LINES AND FITTINGS. 111 ' W�d'si jO CAUSE FOR ISSUANCE OF A STOP WORK ORDER AND POSSIBLE TERMINATION. a $ w 250 o Z 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 Lo W ¢ H es� w m m W 19. LIGHTING CONTRACTOR SHALL PROVIDE STREET LIGHTING AND A STREET LIGHTING PLAN IN ACCORDANCE WITH THE MERIDIAN DEPARTMENT OF PUBLIC WORKS IMPROVEMENT STANDARDS FOR STREET LIGHTING". INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. Z p 3 'n '� o: g STREET LIGHTING PLAN SHALL BE APPROVED BY MERIDIAN PRIOR TO COMMENCEMENT OF CONSTRUCTION. STREET LIGHTS SHALL BE TYPE 2 SHOEBOX LUMINAIRE. ALL STREET LIGHTING SHALL BE COORDINATED - du WITH THE JOINT TRENCH PROVIDER.�Om 7. ALL CCN INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. U)p O_ Z B. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE SPECIFIED. ALL SEWER PIPE SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 501 OF W THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS. PRESSURIZED IRRIGATION W ue CC F 9. LOCATE SERVICE LINES TO THE POINTS SHOWN ON THE DRAWINGS Oft AS MARKED BY THE ENGINEER IN THE FIELD. MARK AND CONSTRUCT SERVICE LINES IN ACCORDANCE WITH MERIDIAN STANDARD DRAWINGS O Z a) Q LL 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-0F-WAY; PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AW WA C-900 PIPE SW3. THE SERVICE MARKER SHALL BE IN PLACE FOR THE FINAL INSPECTION. F z N g N 3 O SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. Lu M Q $ ZO 10. MAINTAIN GROUNDWATER LEVELS ONE FOOT (7') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO T2 m z m 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 - THEIR ORIGINAL STATE ANY DITCHES AND STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE MATERIAL SHALL BE THREE-QUARTER INCH (3/4") r I'- 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 • J ui w ( ) ROCK CHIPS UNLESS OTHERWISE APPROVED. E U 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). z o uO�. LL 11. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. O u o 0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN 0 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 .7 FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ROADWAY O 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 NON-POTABLE WATER CLEARLY MARKED ALONGV LLI 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-0F-WAY ARE REQUIRED 70 SECURE ARIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. CONSTRUCTION. 06 Liu 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. W 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. CONTACT ACHD INSPECTION SERVICES AT 387-6284 TO SCHEDULE INSPECTIONS. ALL Z 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET INSPECTIONS SHALL BE SCHEDULED A MINIMUM OF 24 HOURS PRIOR TO REQUESTED TIME. co UO OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. 3. THE ENGINEER OF RECORD WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. ALL PUBLIC STORM DRAINAGE O 7. 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 APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY THE ENGINEER OF RECORD. O DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 4. ALL CONSTRUCTION IN THE PUBLIC RIGHT-0F-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND O Z Of n a. ALL TEES, PLUGS, CAPS, AND BENDS OF 11-1/4' AND GREATER AT LOCATIONS WHERE UNBALANCES FORCES EXIST SHALL BE SECURED AND ANCHORED BY SUITABLE THRUST BLOCKING AS SHOWN IN THE ISPWC THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. LL LU STANDARDS. 5. 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 U) Z >- ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. 0O 6. ROADWAY IMPROVEMENTS WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO CONSTRUCTION STANDARD DRAWINGS (ACHD SUPPLEMENT, LATEST EDITION) ANDIOR DETAILS SHOWN ON Z ROADWAY DETAIL SHEET: wDRAINAGE AND GRADING A. VERTICAL CURB AND GUTTER, DRAWING NO. 30-701B. ROLLED CURB Z U /� 1. THE CONTRACTOR SHALL HAVE PLANS STAMPEDAPPROVED FOR CONSTRUCTION' BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. C. CURB TERMINUS, DRAWING NO. SD-70D GUTTER, 7N0. SD-702 \ v ; -.L. W D. 4.0' CONCRETE VALLEY GUTTER DRAWING NO. 50.� 708 Q r O 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. E. SIDEWALKS, DRAWING NO. SD-709 z O F - F. PEDESTRIAN RAMPS FOR HANDICAPPED DRAWING NO. SD-712D, TYPES C1 AND F1 O W 3. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL G. STREET SECTION, DETAIL 1, SHEET 13 Z O IS CONTINGENT UPON INSPECTION. H. STANDARD MANHOLE TYPE A. DRAWING NO. SD-611 IN RIGHT OF WAY. DRAWING NO. SD-620 (OR APPROVED EQUAL) AT PRIVATE. F-- r�� W4. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY 7. 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 = v/' EL IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. MANUAL. Q A. 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. W 5. NO DRAINAGE SHALL PASS FROM THIS PROJECT ONTO ADJACENT PROPERTY. B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. EL W C. 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. F 6. CONTRACTOR TO REFER TO APPROVED EROSION AND SEDIMENT CONTROL PLAN (ESC) AND SWEEP FOR TEMPORARY AND PERMANENT BMP'S. SLOPE STABILIZATION AND EROSION CONTROL ARE THE D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME 15 A CRITICAL Z O RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE PROJECT ESC. FACTOR. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY ADA COUNTY HIGHWAY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 'O ` W 7. SITE GRADING SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND THE GEOTECHNICAL REPORT PREPARED BY GEO TEK, INC JUNE 12, 2017. THE 10. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND GUTTER, VALLEY GUTTER OR SIDEWALK IMPROVEMENTS. U i CONTRACTOR SHALL HAVE AT LEAST ONE COPY OF THE ISPWC AND GEOTECHNICAL REPORT ONSITE FOR REFERENCE AT ALL TIMES DURING CONSTRUCTION. 7, 11. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST ATEN (10) INCH SEPARATION V Or e. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL CLEAR THE SITE OF ALL WASTE MATERIALS AND VEGETATION AND PREPARE THE SUBGRADE AS RECOMMENDED IN THE GEOTECHNICAL REPORT. BETWEEN BACK OF SIDEWALK (OR CURB IF NOT SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. te Z STRIP TOPSOIL WITHIN EXCAVATION LIMITS AND STOCKPILE FOR FUTURE USE. TOPSOIL NEED NOT BE STRIPPED UNDER NON-STRUCTURAL AREAS UNLESS DIRECTED OTHERWISE BY THE ENGINEER. STRUCTURAL CIrI JDIA ^I> A IP� : i'` � �,TTE,^r' D oR �+ FILL AREAS MUST HAVE ALL VEGETATION REMOVED AND BE PROOF-ROLLED PRIOR TO PLACING OF ANY FILL. TOPSOIL SHALL BE GENERATED AND STOCKPILED FROM STRIPPING AS DESCRIBED IN THE 12. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. oa ro V) GEOTECHNICAL REPORT. C LJ s �'1 �I5- R �y �`^� m I`_ 13. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE ISPWC AND THE REQUIREMENTTKft"M k&h)NI k.ORT; ; I, � e Cann reviewed for 9. THE OWNER'S INDEPENDENT TESTING LAB SHALL BE RESPONSIBLE FOR LABORATORY AND FIELD QUALITY CONTROL TESTING OF ALL EMBANKMENT AND TRENCH COMPACTION UP TO ROAD SUBGRADE. ACHD WILL compliance with Meridian Cit 'T ndr= BE RESPONSIBLE FOR COMPACTION TESTING WITHIN RIGHTS OF WAY OF SUBGRADE AND ALL GRANULAR MATERIAL. ALL LOT COMPACTION TEST RESULTS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW. ALL P Y d= ' ?ecifiratiac to W FAILING AREAS SHALL BE RETESTED ONCE AREAS HAVE BEEN SUFFICIENTLY RE-COMPACTED. ALL COMPACTION TEST RESULTS WITHIN ROADWAYS SHALL BE PROVIDED TO ACED INSPECTION SERVICES AND 14. ALL PEDESTRIAN RAMPS WITHIN ROAD RIGHT-0F-WAY SHALL HAVE INSTALLED TRUNCATED DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-77T?h®DRIB8l4Hk12.BHYd CRTS WET-SEg7dNTQTH4 cc n Trac actor ATTENTION; WAPPROVED PRIOR TO SU CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED-TRAFFIC YELLOW'. of the respons -L-i li h' In desian z� onsln 11 s.. `acilih ,• 0 712 1 Z in n..orr i;yngP w n Corre,t Pnp, r)lo- ped si r." ^ IM. ,d to dl 15. SIGN INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN ANON-CHARGE RIGHT-OF-WAY PERMIT. ln.vs, rules eye:=Lrns ord ) �elrer e, IF THIS BAR DOES NOT MEASURE Z 10. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED ONE TIME BY THE OWNER. ANY RE-STAKING AS A RESULT CONTRACTOR MISTAKES, CONSTRUCTION DAMAGE, THEFT OR VANDALISM SHALL 8E PAID FOR BY specifications, orders ora r. ."r,1 1° ON 22x34 SHEET or 1/2' ON W. PP gretains E CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSFERRING ALL CONSTRUCTION STAKES IN CONFORMANCE WITH N DRAWING IS O THE CONTRACTOR AT THE SAME COST AS THE OWNER PAYS. THE I FH THE GENERALLY ACCEPTED TOLERANCES OF THE INDUSTRY FOR CONSTRUCTION STAKING AND IN CONFORMANCE WITH THE ISPWC, TO INCORPORATE INTO THE WORK. 16. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL A r, 11x17 SHEET, THE E£ 13��{2ATRp{.itlRAL FILL PER ISPWC Y Staff Shrill NOT TO SCALE F- SPECIFICATIONS. CONTRACTOR TO PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SP 9 f e I . { y prodMPACTION TES LING r addressed r 11. STORM DRAINAGE MAINLINES ARE EXTENDED TO THE PROPERTY FOR FUTURE YARD AREA DRAINS, OPEN SPACE AREA DRAINS, ROOF DOWN SPOUTS, AND OTHER MISCELLANEOUS DRAINAGE CONNECTIONS. THESE PROVIDED TO ACHD AND THE ENGINEER OF RECORD. be submitted for review and cr,: r,r - Jeridl an C t �1 DATE: OCTOBER 27, 2017 o Y PROJECT: 170005 N CONNECTIONS AND PIPING SHALL BE PROVIDED BY THE BUILDING CONTRACTOR AND NOTA PART OF THIS INFRASTRUCTURE PROJECT. OWNER AND BUILDING CONTRACT HAVE REVIEWED THE GRADING AND Standards an ggpecifications before sa:d:t. :,s constructed. O UNDERSTAND THE UNIFORM BUILDING CODE AND THAT ALL DRAINAGE SHALL BE ROUTED TO THE STORM DRAINAGE MAIN LINES. 17. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CON TACTACHO INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKIGS. Name Dat t-174$ _I SHEET 2 OF 13 5N EN �y} � ' .rr`_'' 11 20 X T w y a x Y � w ra w ua w LJ � U Z f W � Q L' LsUA CK v , < W ca 0 95 50.1 100 150 t i t -M w w 71 J ......... F• z ...._._...-. F.F .___-.-..cY _..__.. a -i> -_--' :!+ __"___ fY ..._._.___._T ._._ • . 4•• �- -_ _....._:._ _ _ .. ... ^ , - - ,_ rl _-.; ._..___.._. _..-....,5 c• --•_ ._.----_ {% E. JASMINE LANE 1 l! _._.._._..T _- on '7' r�{�n�+ F ,N . -__.__._- e __-._....., _....-.. __--__ -_._..a___.. G}L, ..,_._-_._.._ G}i1 - vtP -._ _._ ._'-----'-'.hl, '_._... __.___ [.;tiP ._._.._.._,---• Ghr_-^" iifri _,.._.__-,}_a '=, ' "crr'r -'-' "c`r� = _,t.'` ;./ t-- S89 46[4! "E 1299.6[ [ } \ \ J J- fq - - i ,_ � tRR. M.I C/ - ,F ,,,Rii\!I = 2�'1 I.31' ` �'(3) , - ,i \ f BENCHMARK { 1 a FIAT ER BLOW OFF - PROJECT iE !!\! - 2012.53' "v �, 1t- `tom+ rEf, e r ,r >, t} ! a tJ) ,� '� \ IE GtJ'F =' 612.2` 1 t t N1Ats. NAIL. 1, \ i j 1 l9.19. � 1 'I, u [f�-! = 12464044.93' 1[J, ��(��i�.tO) 1 \ i __-- - t u.l � �� '\, r , � � �, >n1== 21320,08' � � 7to `L<C` c� G] Cl LI n , \. � �\ �. _ �_ 1 --. _._ _. _. `} C� + ! ,�j v EL} � 411 \ ! x Q /l+a \ c t f/ CJ i CL. s1 x } C t J� 1 �, I 00 C j p. CY CJ) co J ` RIM = 2619.35' lii u 7 ABANDONEDti !� (F) = 2611 2v f " J �, \ y Ike (0 O rf �i - t f , ` EASEMENT TO BE VACATED \ \t X � U •, \ \ iRRlGATlON PIPE ( CEN PIPE = 26'1124'- _ � � \���°° / � � as cl U YI 11' fI 11 --------------- ________---._--------- --- � - _ _ �t 1 1 � < N"I Lu ty i UJ �/ It. �O \ R1Pv1= 2617.64' \ %i t? EL IE IN = 2612.82` ,rS r _ i 1 7 . 11 ` SS CLEAN OUT i / ` ��-_- _ - e - 'J < « O \ I_ OUT = 2612.2 _ _ r i RIM =2619.51° ------------------------------------------ -------' - �; �Ct ,t;�� i � � � %crQ !E 2611.5'1' _ / 1 F- } u., Lu f 9 _ JJl ` r / /, i r _ i � LUL, - {RR. NIH �j�9 .,.. RIM = 26.17.94` IE Ii`1 =2013.02' STORM MH JE OUT = 26"12.91' ` RIM = 2618.2%` Lu- j;', �� ., _. 1E 1N - _ 2613.81' 1 �' ` L�• `l f 1 �^, IEOUT =2614.01` ,i f\ -o . ! �.. / ` ,;• �, (`e: / -.. \f! / LA9 STORI;II-Ml PVC PIPE / T_ RIM = 2619.74' 1 261:;,44K -A` f GI _ BOT. VAULT ^.2v ib cat' - T� VA r - # 1 0„ / /co IRR. MH v l �- ABANDON D DITCH ! 1 1��S-FORM MVI I RIM = _617.'12' \ 1 f % 3 Y r \ RIM = 2619.56` G r IE 1N = 2(112.20' t'. a 1l 'FOP VAULT = 2615.93' C IE OUT = 2612.09' �\ , CB -�\ _ fig ) BOT. VAULT" = 2611.03' h \\ , RIM = 2517.09 �* `' j EDGE OF TfATER = 2513.60'LL L`! - , IEOltF=261/ MI6' % j 1 B. -m UJ \ J i l ld� �� \\ STORM NIFl AX/ � • b RIM= 2617 016 fl.1 a \` n�� ' IE €P1 (E) = 2614,-^F9` rr :> / �r �- C8 ( r s, 2 c r I \\ IE 1N (11) 01 1.3 3 r r , Rll�t = 2617.p(� / / ABANDONED DITCH - CA r r IE OUT = 26'13AO' \ v c;? / IE GUT = 2614%.9' 1�`' / / lJ" RIM = 2617.32' j IE (S) = 2603 t \ - CEN PIPE = 2609.39' PROJECT BENCHMARK 4 \ i ( i MAG. NAIL CL �. `\ ` I cm tilt, N = 719084.74' f l � � ` 2622 s E = 241,63935.29' \ \iVATER QLO+tV OFF f 1 B.O Er = 261 {,#. / ss CLEAN aN GUT -ZZ, I r , / Ile RIM = 2618 06' �� I t 5 CLEAN OUT ai 1. - _.._ _ - IE (Pl) = ?_609.35' y ^� 1 RIM = 26'113.20' 1 .\ I a r i 2`v ` 1E (E) = 2609.40` 1E = +1-2610.09' \� I 1J I CEN PIPE = 2609.31' rt 0. CK o 0 RIM = 2319.98' j I ,+( f 1 ` r 7/ �\ - -_ : _ t IE OUT = 20'(6 tJ9' RIM = 2618.41' I -�_ __ 1 ` L IF OUT = 2616 -18' \ - c f � --- S89`59'41 11�1.�_.�.+.� �---------,a-__-._____-.__ �___�_ , _..,________,,___-_-__ -., _.____..____. ,� -___.� �_._. ,� __ _ .-._._._._. �._. 4=� �._.,_.__�--=�.} -----,=�� , A"rTr„rv-rrc�rr: �y � ----h1 __ ..,_-.;yT_�_.,___._._..._, _..._ _.....__ .-.,,-_.. ...__. _ ..._-_ Ste.-_,�.��� ._.....�"`__ U.1 ._. /" s .s � 0 '112 1 9 IF THIS BAR DOES NOT MEASURE 1„ 4N 22X31 SHEET or 1/2" ON '11x17 SHEET, THEN DRAWING IS 0f f r I I CB \ TOR Ji PnE1 �1 �'. % i* NOTTO SCALE RIM = 2618.30'. RIM = 2618,57`CB lit DATE: OCTOBER 21, 20'17 !' 1€ # 1 °r.9£� t.+ IE OUT - _61� _E30` r 1 !E !N 2616 �':2' PROJECT: '170005 IE OUT = 261 1.98' ) R 11= 2619.116' Qi 1 EDGE QFWATER TER =20f5.10' is OUT 2616 42' ,,00 a LEGEND PROPOSED MAJOR CONTOUR (5') Ily Ep EP EP EP EP EP - EP - EP - EP - Ep �EP,EP - EP -- EP - EP - EP -- EP Ep ~'-'-- Ep - Ep EP EP - Ep - EP -- EF - EP - EP EP - EP --- EP -EP PROPOSED MINOR CONTOUR (1') E. JASMINE LANE SEEPAGE BED #4CEp Fp EP is EP Ep INV=2613.80 L=25' "-e-1 EP Ep Ep E+, Ep Ep EP EP Ep Ep EP UHP HP CAP AND MARK PER CITY OF Tv, IV TV TV TV IV T. TV TV TV TV TV OHP TV OHP - OHP HP �OHP TV OHP OHP 0, OHP Mp OH? OHP OHP omp --OHP IV OHP OHP clip Ty"Tp OHP OHP OHP OHP OHP W=1 0 MERIDIAN SW3 FOR FUTURE INV=2615.23 D�l EXTENSION BY BUILDER 01 _26 CAP AND MARK PER CITY OF 2618 MERIDIAN SW3 FOR FUTURE GENERAL GRADING NOTES EXTENSION BY BUILDER --- o 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE Wl H THE CURRENT VER I N FIDAHO C:) -1A ER_ 7 7 CB E4 STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL I vi -1 Za lo.uu C14 SPECIFICATIONS TO THE ISPWC, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) REPLACE EXISTING CPT -IQ IT AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT INV IN:2615.03 12"(N) 7 - MANHOLE LID WITH tv CD r_ OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 0 w INV OUT:2614.93 12"(SIF -m,l A m I - GRATED LID FOR IL J HT cl rm- :D) 2" PVC (a) 0.50% ajE 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT BY GEO TEK, F.=2618.30 09, aft I a,j \-3 F.F.=2 FLOOD ROUTING F.F.=2619.15 [41 F.F.=2620.4' 620.85-1 - A-4 LL 3. GRADING SHALL NOT OCCUR WITHIN 2' OF THE PROPERTY BOUNDARY, OR BEYOND THE LIMITS OF CB E3IIICONSTRUCTION. AWAY FROM ADJACENT PROPERTIES. NO GRADING ST DATED JUNE 12, 2017. 1 1 1 A=12+67.61 4. GRADING SHALL BE PROVIDED TO DIRECT DRAINAGE 7�. �j I T SHALL TAKE PLACE WHICH ALLOWS RUNOFF FROM THIS PROJECT TO PASS TO ADJACENT PROPERTY. -7' INV L of 1 5. DRAINAGE SWALES ARE DEPICTED ON PORTIONS OF THE BOUNDARY TO PREVENT DRAINAGE FROM C:2618.35 SGT El (1000 GAL) IN:2614.8112"(N) '(S) TO ADJACENT PROPERTY. CONTRACTOR SHALL MODIFY SWALES, IF NEEDED, TO PREVENT ANY INV OUT:2614�71 12' PASSING INV OUT:2613.00 15"(N)• -77, RIM:2615.61 7LF 12" C @ 7-- 9p, I PV 0.50% 0.50% 2 DRAINAGE FROM PASSING ONTO ADJACENT PROPERTY. 'ADDITIONAL SWALES AND GRADING IS REQUIRED -7 (AS NEEDED) TO MTD AS NOTED IN 6 ABOVE. li i �+00 15-f 2 f 6- OBSERVATIONS, APPROVAL AND FINAL ACCEPTANCE OFIALL GRADING (OUTSIDE OF THE RIGHT OF WAY) SEW - SEh ±22LF 12" PVC @ 0.50% SHALL BE BY THE ENGINEER OF RECORD, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL .00 C) "Ti -700 12+00 0- 43*+ 0-0 +00 15-f SEU Sc'. NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN CB El ACCEPTABLE MANNER 7. ANY DEVIATION FROMTHE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY STA�10+00 00 2611 T E! (1000 GAL), CB E2 TRC:2616.67 STA=l 2+65.68 771 I 7T 8. COMPACTION TESTING (ON INDIVIDUAL LOTS) SHALL BE PROVIDED IN THOSE AREAS WHERE THE BOTTOM INV IN:2613.86 12"(N) IF FOOTING WILL NOT COME IN CONTACT WITH THE NATIVE GROUND. OWNER SHALL ENGAGE A LICENSED NV IN:2614.60 12"(N) Ub P3 • 1-,r 71-00 7-7- 7-4 APPROVAL IN WRITING PRIOR TO CONSTRUCTION. R INV OUT:2613.67 12"(NW) 1- -1 - ; .7 Zl-. 2620 �v �IM:2618.42 rR("2619 29 T T. INV OUT:2613.36 12"(S) RIM:2618.09 y BERM < INV OUT:2613.97 12"(S) INV OUT 2615,00 IT',S, (ENGINEER) GEOTECHNICAL FIRM TO TEST COMPACTION, SAID FIRM SHALL PROVIDE DATA IN THE 1= CB Pl SGT Fl (10 GAL) .4/ FOLLOWING FORMAT: N=719380.41 jIj co A. PROCTOR CURVES PRIOR TO CONSTRUCTION COMMENCEMENT, PROVIDING COPIES TO 1.00%) INV IN:2612.88 12"(SW)'� 70 y CONTRACTOR, PROJECT MANAGER, AND ENGINEER OF RECORD. RIM 2616, C D B. DAILY OBSERVATION REPORTS WITH COMPACTION DATA. C�l IL rz RIM:2615.81 E=2463589.24 > i ..N I , F, F. -tne Lat ll 1 1C_ f-\ -eu \,a yN ±4LF 12" PVC INV OUT:2612.38 12 IN:2611.99 12"(W) F.F.=2619.60 t3l LI 61, PVC @ 0.50% F.F.=2620.65 4 tj Q, C. DAILY SUMMARY OF ANY DEFICIENT AREAS. C'bk Fl CB P2 t2,5� INV OUT.,2611.8912"(E) LL STA=10+84.02 ­- -j -- �L D. PROJECT REPORT AND GEOTECHNICAL ENGINEER'S CERTIFICATION AT PROJECT COMPLETION. RIM:2616.62 CD FIRM SHALL PROVIDE COPIES TO ENGINEER OF RECORD, OWNER, AND MERIDIAN CITY. REPORT =4 W) CB P4 TRC:2615.95 INV IN:2611.34 12"( ., I- - ­ ---I '(N) SHALL BE SUBMITTED WITHIN ONE WEEK OF GRADING COMPLETION. INV OUT:2613.13 12"(NE) INV IN:2611.3412' RIM:2617.85 INV IN:2614.84 W(N) EXISTING= 9. DEVELOPERIBUILDER HAS REVIEWED THIS GRADING PLAN, HAS PROVIDED INPUT, IS FAMILIAR WITH IT, ±34LF 12" PVC` INV OUT:2611.24 I TkSt) INV OUT:2614.74 6"(6W) N- -01 Z-1- �1. -11�, PHASE 1 UNDERSTANDS AND AGREES THAT INDIVIDUAL LOTS SHALL ACCOMMODATE THEIR DRAINAGE BY FUTURE 1 0.50% ±22LF 12" PVC @ 0.50% ♦ CB F2 u D (--nRM li,�G - - CONNECTION TO THE STORM SYSTEM BY BUILDING CONTRACTOR. DEVELOPER/BUILDER FURTHER ­, =;, f (C900 PIPE FOR SHALLOW CROSSING) STA=10+83.16 +11 OLF 12" PVC @ 0.50% -v AGREES TO INCLUDE AND INCORPORATE THIS PLAN INTO THE CC&R'S AND TO MAKE HOMEOWNER'S TRC -2615.95 2619 1 1 SD au - AWARE OF THEIR RESPONSIBILITY. "',INV IN -2613.02 12"(SW) • INV ljuI:2612.9212"(NE) I RIM:2614.91 N RIM:2615.91 .�-INV IN:2611.27 6"(NE) 44/ L CB P6 INV IN:2611.27 6"(SW) -N V , - 1\ 7 . �-1 I \ F .1 7\ IN:2613.23 6 (SE) 26 1 1.07 12 (NW) cp,. INV OUT:2613.13 6"(NE) INV OUT:2610.9712"(SE) 'X 5-a c z PHASE 4 +52LF 6" PVC..kt� v., ........ @ 3.56% SEEPAGE BED #4A F.F.=2618 20 L=60' 0(-- 0 sD N.' e ...... v.4 d LANDSCAPE OR PAVEMENT SLOPED TO DRAIN GRATED LID SEE PLANS FOR ELEVATION ('LID TO BE FIS -20 TRAFFIC RATED) CB P3 719424.14 2463789.07 0 t6l LF 12" PVC @ 0.00% SD C6 P4 719381.75 2463772.44 x/ v4- f :-:%... " - I I y :� Q V I " 1 1 I I . I I I I - u W J -2 1 � - I Z 0� CB P5 719349.14 2463718.75 ZL 24" MIN NYOPLAST DRAIN < .......... ....... 7, BASIN, OR APPROVED EQUAL. CB P6 719331.54 2463669.72 ....... 19164.99 2463760.55 TRAFFIC RATED) K NIV.. SEE PLANS FOR 1xi- T. 71 T` -I F F`771 ('STRUCTURE TO BE HS -20 STORM DRAIN rT INVERT ELEVATIONS 7� .......... ...... RETAIN ANU [A xi I>< -13 ........... ;::PROTECT EXISTING SEEPAGE \t 0 EX D #V ............. . .............. SUMP ........... .. ........ CONNECT PIPE TO DRAIN BAS FR=2618.50 V IN WITH INSERTA TEE FITTING, OR ..................... .............. .......... CB P APPROVED EQUAL 4" 3/4" CRUSHED G RAVEL N=719164,99 7- E-2463760.55 f (s D) RIM:2616.74 -I I lEl I F INV IN:2614.26 6"(E) F El I M 7.. INV OUT:2614.16 6"(NW) COMPACTED -Z' 2618 40 Q F 6" PVC @ 0.5 50 'D % 'INV=2614.60 SUBGRADE NOTE: j Z CAP AND MARK PER CITY OF MERIDIAN SW3FOR FUTURE INSTALL ADS OR APPROVED EQUAL WATERTIGHT DRAINAGE L EXTENSION BY BUILDER COMPONENTS. INLET AND ALL FITTINGS SHALL BE INSTALLED PER THE C -7t MANUFACTURERS SPECIFICATIONS. ITEMS WITH ASTERISK (�) REQUIRED FOR PAVED AREAS ONLY If bra CD �A CD CD M I CD lz TOUFF.=2619.20 TYPICAL AREA DRAIN_@ SCALE: NTS m Fil FN [175�I D< • co 11"d L T-7 7 �77---,, ;7 7T-N, Ar. 70 15+00 19 261,9 16+09 -A All— SE CB F14 SEW. IV ' FW -,Ev, SEV" SPN TVC:26 =77- -A IE 87 INV OUT: 615.40 12"(S) T -I ±391­Fll2� PVIC �3A SEEPAGE BED INV=2617. `6.20 00 +39LF 12" P 0 W=8' :SEEPAGE BED #313 Lt - jj 0.00% L=25' L=25' W=8' CAP AN L D .-4 '? ILL I D MARK I � D=10' T1 1 "679 CB 1-15 W Fla .F.=2620.30 ±29LF 12" PVC @ 0.00- 12 w 0 TVC:2618.q U) < rq < z SGT Hl (1000 GAL) I u INV IN:2615.2 !I 12"(N) OT C:) F.F.=2619.2( a F.F.=2620.2 RIM:2618.21 CB H3 ",INVOUT:2615.11 12"(W),P- - ;� Lr ER F.F.=2619.35 I I I I SGT H2 (1000 GAL C, E INV IN:2614.22 12"(S) < EE !L z 0 co 0 0 z q- INV IN:2614.72 6"(NE) INV OUT:2616.03 RIM:2619.53:� m SEEPAGE BED 413 d' 11 2 PVC �6o to V OUT:21613.74 12"(N :4 u, FOR BUILDING ROOF DRAINAGE IN INV IN:2614.71 12"(SE) ul Z_ ku "u L=20' INV I N:2614.71 12"(E), 12" PVC "PVC +49LF 12" PVC TVC:20&97- W=10' INV=261725 @ 0,50% NV OUT:2614.ju 2 ry <11 D=5' UAII AND MARK PER CITY OF �D� 0 50% INV IN:2615.39 112"(E) ±54LF 12" PVC 2�Ei2 0 INV OUT:2615.29 12"(W) @ 0.50% u - PON= ... 2618 MERIDIAN SW3 FOR FUTURE -.7 \ .. .., -±107LF 12" PVC @ 0.x I i! BERM EXTENSION BY BUILDER - SDMH H2 20 ---- --X- - ...... S -MI ­I HlV47­\\` INV=2615.10 RIM:26 .3 -@ I Q RIM:2619.51 ±tbLI- 12" PVC-UT-0.50/;77�__ I CB P8 00 - I 1 - - - - - - - - - - - - - - INV IN:2614.90 12"(E) ----- - - - - - - - - CI3 H7 IM -2617.50 CAP AND MARK PER CITY OF CB H1- INV IN:2615.12 12'?�'W) R I I - d5 TVC­- MERIDIAN SW3 FOR FUTURE TVC:261 A 89 INV IN:2615.78 12"(E) INV OUT:2614.90 12"(NW) INV. IN=2615.0 INV OU 7:2615.66 EXTENSION BY E INV IN:2615.76 6"(NW) INV OUT:2614.36 12"(N) 3UILDER INV. OUT=2614.90 -INV 007:2615.66 12"(E) m 3: W w U) rr z Z < LU 0 z IY W 0 > O ui -j W z b00< 0 T - z < < Lu 0 - < 0 cl 8 --- < z - w < q w- Z Li -j n wz < y w co co L , 0 2 CNI -14. X V) 0 3: L9 < � :5 LL O.' O � 2 U) ry 0 < uj rny 9 LU I , < :7 EL cfl Z CN 2i W (0 < (D cy) z 0 C) U) Lu cl) z L) 0 I -L M u- D- 0 01 101UMI 0 1 MUCI VMt: LUt,,M I 1UP40 Z STRUCTURE NORTHING EASTING 06 NAME SGT El 719504.07 2463415.23 W 0 r% LL. CB E4 719515.55 2463704.36 U) Z CB P1 719380.41 246589.24 0 CB P2 71938075 246370321 CB P3 719424.14 2463789.07 0 t6l LF 12" PVC @ 0.00% SD C6 P4 719381.75 2463772.44 x/ v4- f :-:%... " - I I y :� Q V I " 1 1 I I . I I I I - u W J -2 1 � - I Z 0� CB P5 719349.14 2463718.75 ZL 24" MIN NYOPLAST DRAIN < .......... ....... 7, BASIN, OR APPROVED EQUAL. CB P6 719331.54 2463669.72 ....... 19164.99 2463760.55 TRAFFIC RATED) K NIV.. SEE PLANS FOR 1xi- T. 71 T` -I F F`771 ('STRUCTURE TO BE HS -20 STORM DRAIN rT INVERT ELEVATIONS 7� .......... ...... RETAIN ANU [A xi I>< -13 ........... ;::PROTECT EXISTING SEEPAGE \t 0 EX D #V ............. . .............. SUMP ........... .. ........ CONNECT PIPE TO DRAIN BAS FR=2618.50 V IN WITH INSERTA TEE FITTING, OR ..................... .............. .......... CB P APPROVED EQUAL 4" 3/4" CRUSHED G RAVEL N=719164,99 7- E-2463760.55 f (s D) RIM:2616.74 -I I lEl I F INV IN:2614.26 6"(E) F El I M 7.. INV OUT:2614.16 6"(NW) COMPACTED -Z' 2618 40 Q F 6" PVC @ 0.5 50 'D % 'INV=2614.60 SUBGRADE NOTE: j Z CAP AND MARK PER CITY OF MERIDIAN SW3FOR FUTURE INSTALL ADS OR APPROVED EQUAL WATERTIGHT DRAINAGE L EXTENSION BY BUILDER COMPONENTS. INLET AND ALL FITTINGS SHALL BE INSTALLED PER THE C -7t MANUFACTURERS SPECIFICATIONS. ITEMS WITH ASTERISK (�) REQUIRED FOR PAVED AREAS ONLY If bra CD �A CD CD M I CD lz TOUFF.=2619.20 TYPICAL AREA DRAIN_@ SCALE: NTS m Fil FN [175�I D< • co 11"d L T-7 7 �77---,, ;7 7T-N, Ar. 70 15+00 19 261,9 16+09 -A All— SE CB F14 SEW. IV ' FW -,Ev, SEV" SPN TVC:26 =77- -A IE 87 INV OUT: 615.40 12"(S) T -I ±391­Fll2� PVIC �3A SEEPAGE BED INV=2617. `6.20 00 +39LF 12" P 0 W=8' :SEEPAGE BED #313 Lt - jj 0.00% L=25' L=25' W=8' CAP AN L D .-4 '? ILL I D MARK I � D=10' T1 1 "679 CB 1-15 W Fla .F.=2620.30 ±29LF 12" PVC @ 0.00- 12 w 0 TVC:2618.q U) < rq < z SGT Hl (1000 GAL) I u INV IN:2615.2 !I 12"(N) OT C:) F.F.=2619.2( a F.F.=2620.2 RIM:2618.21 CB H3 ",INVOUT:2615.11 12"(W),P- - ;� Lr ER F.F.=2619.35 I I I I SGT H2 (1000 GAL C, E INV IN:2614.22 12"(S) < EE !L z 0 co 0 0 z q- INV IN:2614.72 6"(NE) INV OUT:2616.03 RIM:2619.53:� m SEEPAGE BED 413 d' 11 2 PVC �6o to V OUT:21613.74 12"(N :4 u, FOR BUILDING ROOF DRAINAGE IN INV IN:2614.71 12"(SE) ul Z_ ku "u L=20' INV I N:2614.71 12"(E), 12" PVC "PVC +49LF 12" PVC TVC:20&97- W=10' INV=261725 @ 0,50% NV OUT:2614.ju 2 ry <11 D=5' UAII AND MARK PER CITY OF �D� 0 50% INV IN:2615.39 112"(E) ±54LF 12" PVC 2�Ei2 0 INV OUT:2615.29 12"(W) @ 0.50% u - PON= ... 2618 MERIDIAN SW3 FOR FUTURE -.7 \ .. .., -±107LF 12" PVC @ 0.x I i! BERM EXTENSION BY BUILDER - SDMH H2 20 ---- --X- - ...... S -MI ­I HlV47­\\` INV=2615.10 RIM:26 .3 -@ I Q RIM:2619.51 ±tbLI- 12" PVC-UT-0.50/;77�__ I CB P8 00 - I 1 - - - - - - - - - - - - - - INV IN:2614.90 12"(E) ----- - - - - - - - - CI3 H7 IM -2617.50 CAP AND MARK PER CITY OF CB H1- INV IN:2615.12 12'?�'W) R I I - d5 TVC­- MERIDIAN SW3 FOR FUTURE TVC:261 A 89 INV IN:2615.78 12"(E) INV OUT:2614.90 12"(NW) INV. IN=2615.0 INV OU 7:2615.66 EXTENSION BY E INV IN:2615.76 6"(NW) INV OUT:2614.36 12"(N) 3UILDER INV. OUT=2614.90 -INV 007:2615.66 12"(E) m 3: W w U) rr z Z < LU 0 z IY W 0 > O ui -j W z b00< 0 T - z < < Lu 0 - < 0 cl 8 --- < z - w < q w- Z Li -j n wz < y w co co L , 0 2 CNI -14. X V) 0 3: L9 < � :5 LL O.' O � 2 U) ry 0 < uj rny 9 LU I , < :7 EL cfl Z CN 2i W (0 < (D cy) z 0 C) U) Lu cl) z L) 0 I -L M u- D- 0 ATTENTION: 0 112 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: OCTOBER 27, 2017 PROJECT: 170005 SHEET 5 OF 13 `�t Z 06 cy-) CL W 0 r% LL. U) Z (D 0 z W > cl 00"1% L.J .0 z z 0 &-^ Lu Z c) F- U) cr ry Z < e rA 0 w c) U) ATTENTION: 0 112 1 IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: OCTOBER 27, 2017 PROJECT: 170005 SHEET 5 OF 13 W F,�„ 0 0 V E -- c/a U) Lu w Z z L S-1 0 LL SITE KEY 0 SCALE V=250 CD U? LJ..I I� C) LL Lu co 7 v) NOTES 1. SLOPE FINISHED GRACE AWAY FROM BUILDINGS PER INTERNATIONAL BUILDING CODE. 2. ALL MAt\IHOLE RIMS, VALVE COVERS AND LIDS SHALL BE SET FLUSH WITH FINISH STREET GRADES AND HAVE CONCRETE COLLARS WHEN PLACED IN ASPHALT OR CONCRETE AREAS. 4. ACCESSIBLE PARKING SPACES AND ACCESSIBLE LOADING AISLES SHALL NOT EXCEED 1.75% IN ANY DIRECTION. 5, ELEVATION DIFFERENCE BETWEEN FINISHED FLOOR ELEVATION (FF) AND FINISHED GRADE ELEVATION (FG) SHALL BE a INCHES. Li. PROPOSED CONTOURS SHOWN AT HALF -FOOT (0.5') INTERVALS SEE SHEET 7 fitA1 h CA R? :c M CG T L1 1-- N z uj w o z Z if) Ul G< Y> a -t Q 0 < o < vi c��n 4 rn w V U t� Q r � ra fl '� ut w z '' v 0 jr f 1, } :+ '' •! III,/jf ';; � r p^c�� _ j' � � p } IE !620.65 CD .[ f Yd«r .J... r 1,.. I � t'+:' 61 I Lu CL -Q uj v� m cy- . cc 0 Z IL it rill % 1 t 1 i L<. O ,t _} jl CLILu � �� � / f w 11 I� Z U �", 0 LL (L C7 1 i / 06 4/_1 v-, y 1 \ -LL (29 , f }r - f - - EI.6! (Sfi lIi f -:��--Tt:;l F i ? '"o MIN � t_ r r�r 101 r r i r '`d t f't- I - t �rr��.e%-�L� ( a% x _ r _ t 1ficr' t _� {{I di nr,� I �a..._,^....,.. .;. —_�___". � [_.) _�''--"•'�1.��...- ".-".—..-, —"—�--n��r -'-_ j.[. ____ LLI� 1ll IF T -t5 BAR DOC S NOT MEASURE E1 ASUR ^ i" ON 23�SHEET or 1/2 ON _ x17 SHEC,i EN DRAWING ISLLI NOTTO SCALE �P4 DATE: OCTOBER 27, 2017 PROJECT: '1700057 HT 6 O f!� L� ! L! w z L!1 C} 0 1� - L.L.1 . 0- -0-w 0- w J - ca � n Lu z Lu r W a m r � Q o W cri z t: v U-1 fit u. uj u � r t\} o SEE SHEET 7 fitA1 h CA R? :c M CG T L1 1-- N z uj w o z Z if) Ul G< Y> a -t Q 0 < o < vi c��n 4 rn w V U t� Q r � ra fl '� ut w z '' v 0 jr f 1, } :+ '' •! III,/jf ';; � r p^c�� _ j' � � p } IE !620.65 CD .[ f Yd«r .J... r 1,.. I � t'+:' 61 I Lu CL -Q uj v� m cy- . cc 0 Z IL it rill % 1 t 1 i L<. O ,t _} jl CLILu � �� � / f w 11 I� Z U �", 0 LL (L C7 1 i / 06 4/_1 v-, y 1 \ -LL (29 , f }r - f - - EI.6! (Sfi lIi f -:��--Tt:;l F i ? '"o MIN � t_ r r�r 101 r r i r '`d t f't- I - t �rr��.e%-�L� ( a% x _ r _ t 1ficr' t _� {{I di nr,� I �a..._,^....,.. .;. —_�___". � [_.) _�''--"•'�1.��...- ".-".—..-, —"—�--n��r -'-_ j.[. ____ LLI� 1ll IF T -t5 BAR DOC S NOT MEASURE E1 ASUR ^ i" ON 23�SHEET or 1/2 ON _ x17 SHEC,i EN DRAWING ISLLI NOTTO SCALE �P4 DATE: OCTOBER 27, 2017 PROJECT: '1700057 HT 6 O W o rz CL STREET E STREET A1 m❑� c ice) � U �� `w Lij r„7777777% � 7 W r/ ✓! ///� j �!// 1 (D1 � .STREE TG �, r / LLI FL LL SITE KEY �7 SCALE 1"=250' Q co U) :2 NOTES {y_ w 1. SLOPE FINISHED GRADE AWAY FROM BUILDINGS PER 0- INTERNATIONAL BUILDING CODE. W 2. ALL MANHOLE RIMS, VALVE COVERS AND LIDS SHALL BE SET FLUSH WITH FINISH STREET GRADES AND HAVE CONCRETE COLLARS WHEN PLACED IN ASPHALT OR CONCRETE AREAS. U U- 3. ACCESSIBLE PARKING SPACES AND ACCESSIBLE LOADING 0 AISLES SHALL NOT EXCEED 1.75% IN ANY DIRECTION. W CL 4. ELEVATION DIFFERENCE BETWEEN FINISHED FLOOR ELEVATION I'_ (FF) AND FINISHED GRADE ELEVATION (FG) SHALL BE 6 INCHES. D 5. PROPOSED CONTOURS SHOWN AT FIALF-FOOT (0.5) INTERVALS U) h- W I_ z U I-_ z W :D --- d --__ _ __-___ __- # a a A 1 A -,--- .' _.______._ .__._ � ._.._._J. �� ._ .. as rrn n "° a n nn n nn j _- nss v g T r t rm 1 rr nn n r n nn 1 - .� „ -_.,,. nn nn n n n Tn o ,-----•-- n nn r -_ r nn � nn 'r n.n n _____--•-_ A v. I r `f -EXISTING ------- 2622.0 INSTALL f� CURB CUT , r, I PHASE LL J r ---- - -_ __ _ t r`L �------Z --TL PER 3SPWC 10 E . a. 02 15 FOR _ (D _ , SEM SWALE- Q 0 10 20 40 60 m _.w - I 00• r' OVERFLOW S ° ( d © umI USI �C C - __ a?c +, j rJ U - - T I ( ° LL I I F A ! C� q I f 1 I ? ( ( � �©� . j .. 2Q20 j (� I ! ' I, i ! °`, I : - - ••.---' a d .. � f k � � t 2 19• a J. - v •. d- a _ -.de a q a d A - -�' - a 1gU a d I ei) d °. v t 1 A ea v. v g1. Ir a a e3. d' 2 a , dCr)\.�� =r .. 111 . au ;- da . . a 1 � G a ° A md ri SWALE TO BE il , v a �. ` .- GRADED FOR _._ .a..»,_.._,_,✓„✓ O QRAINAGE - t 6 ® 2619.0 2619.5 "� _ AWAY FROM p 26jg 26 \ 26'85 I 1 GARAGES 5 19• p O , STREET 17 - - _ - - r - _ _____ _ _ - _ _ _ _ _ _ _ w N u - ., - 0 1 LLj„ _ r „:r GE 1 I i 1 ,, _ 4 „ VARIES � u r g ,CROSS SLOPE - - DRAIN CUT2 .':••` _ � J C -. ,.Y" .:" r - :, � i,^ .. ., v G . r ��' '�r ..1 1 •a }O _ - cy� (yQ rO a ay �w,t, � � .. .. O < . a A e . y ,....,. e ' d ` v, a _ - a •6' � r O d. a . ' Gi (p. � ,�a` � G Q , i�� � / 1 SCO L � ,a0 � Ed I / , , �qa .Sa �,`S`L° e�Q' - °v . v '��' - �.-_r- ... �CJ v _ d c TVC:2618.87 L11 ^� G.�g `��2> ! �j, r _ i d . ' INV OUT:2615.40 12" O� _ <R Qj I Ur ,�°� �QO t�'' CAP AND MARK FOR a °. - �O a - ° INSTALL -- -_- I a a C' FUTURE EXTENSION. d a � I a aCURB CUT - - A W , INV= 2617.00 /'` 2� d- _ f J d © PER ISPWC i !( T' - v ad 79 o i - - _ 0 ® Ir _ FL a ` ... v ° s ( a 1 N Z6 rn SD -715 FOR tia �. .. co• a '.'.'.'.'.' SWALE o. a fir_ {> ..... I ry I'r" LL o, _ -. ±39LF of 12 PVC C 0.48% L_ 2 `O SGT V12 _�O Is OVERFLOW • .. • . o � ., t� - i "�� - � - ... RIM:2619.53 � . � `,, � �" � � , : _ _. - ,= _ � � CI°,, •O �4°• ...... . - 's? I ° INV IN:2614.71 12°' S C• t� • L� I• d - , 79 �� �t_ 4 -- a .ice. '.:..: -INV IN:2614.71 12" I-�- _ ..•'::... .. W u • ....' O - - ., d ,. �.....: INV OUT.2614.30 12"'d ' - - _ (lLJ CD L e - q 3 a� 7� .... I 1 00\ r r r i ed F. r r / S7. a ° a r - -=� r a 46Lf� Of 12"PVC @ 0-8610 TC_ - .'.'.' • • • ,' '�•: , ... ±46LF of 6"PVC @ 4.93% -� � � � U .... .. � ,hL•-��J W p cc? +r SGT H1 p i ' •_ a -, ,4 - „cam ' ub Imo- < RIM:2618.21 --w /� _ a ' \�, TV �2 1 2 - - G. 6 $.9 ct)N INV IN:2614.22 12" dQ o QiL 999 T INV fN:2615,21 12" ._ / ° ±37LF Of 12"PVC @ 0.50 /o, q} 4� INV IN:2614.72 6" `� _ ° e o -I r l o INV OUT:2615.11 12,: ... . - ,9 I G Z �� INV OUT:2613.74 12 CB H8 W g b11 2g, 2620 .___` ` �1 d meg' .° ±28LF of PV r,� -_ _ r 9 �- ! �.21- 0.50% _ _ �. TVC:261$.$7 r , _._. ._ , . r Y I . 9 a o INV IN:2616.32 1` _ u G OP 0.50%� � :Mi a � 2 /G�� 11T.2616. LL I VO 4 L 2 L O O da 22 12TVC=19.05d "r ---* v vJ d° C + a 0.o U3 �. 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Oq. 04 p -q° INV IN:2614.9012° I TO TO TO INV OUT:2615.29 12„ >O �O AlO �p9 TO0 107 T09 09° W° J�, fir?*` ��9� °>9� �0 �/,Q- ` ^" `/,Q INV OUT:2614.90 12° �9 7�ruq 9 79 �a �a °11� °1a `tea 1\ �9 2 I ✓,° 2 26_ 7 I 4�, SS v'p 00 IQT" - �_� 62 "S a6, �S f ��'� .1�P r�F r4lol r� r�' _ _ o r� ��� ��� r�F r F r F r2� r2,�J - Q/ FL �- PRIVATE DRIVE REMOVE EXISTING CATCH BASIN AND MAKE N ---13 COMPATIBLE CONNEGI ION TO EXISTING ------------------------ __------ --- _ _ --d3---J3-d3-----d3-.11---.._.1� -___.. ..e .. _-__-____. - -- d7. d3 d] d} d"3 ---.-d3 d3 d] ---- _.e d3____.____ .., _-.��-.,��--d�-___u d.1- .7 - -. _,_ _ '___- __----------------------------- d1 -..------_-.--------------------------------.____-_'-___---..�_ n-_-_=_,. .__. _...__..�T...-.______._.__._,;T._._.._.._-3��_.,.-____,ai _,,...,._,,.._- -or- -ALL-- STORM PIPE. d1 -d3-_- --d3 d3- -d3 ----d3 y.. _ d3 -_,- d3 d3d3 -d3 INV: 2616.18 0 F ti G, CA ui m w u I- I- uj LO o a Z z Z y c O J o 1L n (A W U n_ ta) 14.1 r W Y U -'i Q. -i r'•- W W a Q 5 W a N z Q d w U) w O a r � w w U NINE ATTENTION: 0 112 1 'I IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: OCTOBER 27, 2017 PROJECT: 170005 SHEET 'Tt 00 4 0 06 Z 6Q)2W2 i Q z Q Y c Od.000, � oup0Q < Q (Y U) tY] X `0 1! d 0 3: In 7 U) � Q� O Z D a CO 00 0 0 U) 00 U � of d < U) U 1 [� W � LIJ z cv Q L.9 m Z U) v z ® -r d U .__I U) (f) U, Z0 rn z LL Q O ATTENTION: 0 112 1 'I IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: OCTOBER 27, 2017 PROJECT: 170005 SHEET 'Tt 06 M � Q Od.000, U)Z (D d 0 U) � Q� Z D 0 0 0 m � U � o U) � W � 0Z Z Q O � v Y U rn ATTENTION: 0 112 1 'I IF THIS BAR DOES NOT MEASURE 1" ON 22x34 SHEET or 1/2" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: OCTOBER 27, 2017 PROJECT: 170005 SHEET my w¢ x� W N 0 1n Of W LU Z cD z W O F - KEY NOTES (D SEE ARCHITECTURAL PLANS FOR TRASH ENCLOSURE O RETAIN AND PROTECT EXISTING NO PARKING' SIGN O SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO PROVIDE A SMOOTH TRANSITION TO NEW ASPHALT. REMOVE AND REPLACE ALL EXISTING CURB AND GUTTER ALONG PROJECT FRONTAGE. 10 4"-45"ELBOW GENERAL UTILITY NOTES 1, ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION USPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE LSPWC, AND THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACRD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. WATER SERVICES TO BE INSTALLED PER CITY OF MERIDIAN SD�Wt, SD -W2. AND SD -W3. ALL METER ELEVATIONS TO BE SET PER SD -W5. WHEN WATER METERS ARE INSTALLED NEAR A FIRE HYDRANT, LOCATE PER SD -We. 3. THRUST BLOCKING SHALL BE INSTALLED PER ISPWC REQUIREMENTS CONTACT MERIDIAN PUBLIC WORKS TO INSPECT THRUST BLOCKING PRIOR TO BACKFILLING. 4. FIRE HYDRANTS TO BE INSTALLED PER CITY OF MERIDIAN SD -W7 AND LOCATED PER SD -WS. MINIMUM FIRE FLOW 1750 GPM. 5. SEE SHEET 2 FOR ADDITIONAL UTILITY NOTES. -I �'• — ` n �:I 6I h I 1 III II L1 { L] `II ITfllr' -ITIn 1111 1 s93 I I sI V w \I; -vi i 1 I I wv UTILNY SERVICES FOR t - M. -PRIVATE -DRIVE PHASE 31NSTALLEO IN - �--_ _ PHASE v SERVICES FOR PRIVATE DRIVE- CONSTRUCTED IN PHASE 1 AND 2 ------ PHASE 3 INSTALLED IN ---- _ - PHASEtAND2 PHASEI AND 2------ -------------_- CONSTRUCTK)N. --- 1—"' s - CONSTRUCTION. s 5 ro _ REMOVE EXISTING BLOW e - >_ 1 IS P I.. _. I — I --- _—�— �� _ i —} -- -- Y --- ,• — — C.�. _ MAKE COMPATIBLE CONN -- - - --- •,_ 1 N EXISTING WATER MAIN Z4 ry l a Of LU + z fi PHASE 3 I v Doo Z ' II vLL I I I = I SEEPAGE BED 3A \ L-25 20' O i m CITY OF MERIDIAN I r 4 'nn 41 _____n W_15 UTILTIY EASEMENT BEEFAGEBED 38 L -25R .✓ v ----- -- W-20 e 9 I D=10 a 9 a iII 'j HOT -TAP CONNECTION TO .' - � _:r ,�_�.. •.: So EXISTING WATER MAIN �x -•�T • - x - - - - r- - - -r 4" FIRE SERVICE ..�.. . -.-4' FIRE SERVICE - EXTEND EXISITING STORM PER CRY OF MERIDIAN 50-W4 PER CITY OF MERIDIAN SD -W4 _DRAINAGE MAIN ANO INSTALL'" �J CONTRACTOR TO I CONTRACTOR TO NEW CATCH BASIN COORDINATE LOCATION OF BACK FLOW DEVICE WITH BACK FLOW ATE DEVICE LOCATION OF 5 OWNER AND PLUMBING PLAN OWNER A P EX. PRIVATE DRIVE D PLUMBING PLAN PTIi[PlI1-.' 1- it HOBBY LOBBY PARKING LOT 6 (:�;VFIDR IANC- APPi OMIT FOR IDAHO CONSTRUCTION ION These plans andlor specifications h ''e bean r evrwed for compliancewi`,h Meridian City S`andardv. 'Jr ications. This reviewd-es not relieve the ma , �� or r. ontractor of the responsibility to design and/o, const i„t • roe facilities in compliance with all current applicable b,dcral, <', 'IL and local laws, rules, regulations, ordinances, developmvra agreements, specifications, orders or approvals, all of whioh tL',e Oity retains I ..ted by C the right to enforce. Inconsistencies not ny staff shall not be construed as approved unless speufi:-.i y ac' dressed in writing by the City. Any proposed revmro t�, these plans must be submitted for review and compliance w, t1, Thr Mendian City Standards and Specifications before said revsion Is constructed. Name �sICAAAh:I Date I-I-i—lg V A 0 15 30 60 00 WITH PHASE 1 AND 2 HOSBYLOBBY PARKING LOT APPROVED FOR CONSTRUCTION QLPE PLAN REVIEW These plans and/or specifications have been reviewed by a Qualified Licensed Professional Engineer (QLPE) for compliance with IDAPA 58.01.08 and 58'01.16' as allowed under Idaho Code 39-418% If conSf etion does not commence within'&elve (12) months of this approval date, plans a'nd/dr specifications must be resubmitted for review. 11f -7f QLPE Engineer No. Date Keller Associates, Inc. - 208-288-1992 w m (y) F ill F r a Z Z 1 w a w �pooz <W z� Q Q Q W a�bWy I..L Q Z N x LL 2 'I1 Y m Y o w O z W w U W 4 °a° W j w z z z z s 01 o !]] Q S o is F g z LU na in ATTENTION: 112 Z in f1 0Z J OCTOBER 27, 2017 w W y h U N z Z M 0 0 n ci N f SHEET 8 OF 13 (y) O ill w OQQ3 a Z Z 1 W a �pooz <W z� Q >Z_ woo W a�bWy I..L Q N x LL 2 'I1 w'm m y W w of O Z W 0 U W 4 °a° W C H w � � C) 0 Z !]] Q S o is F g z LU na in ATTENTION: 112 Z in f1 0Z J OCTOBER 27, 2017 w W y h U N z Z M 0 0 SHEET 8 OF 13 (y) O O � a v/ln Z 1 Q >Z_ /O� V /^J I..L Q z O m J � U) W C H Q C) Y U_ co 0 ATTENTION: 112 1 IF THIS BAR DOES NOT MEASURE P ON 2204 SHEET or 1122' ON 11,07 SHEET, THEN DRAWING 15 NOT TO SCALE DATE: OCTOBER 27, 2017 PROJECT: 170005 SHEET 8 OF 13 F LL O O ¢ U tl 0 2 It O Ud rn LULU Z 0 I-- 0 0 Ud W z C6 OC w w Z Z W 4 F- NI N - �--� CAP AND MARK STORM PIPE PER CAP AND MARK STORM PIPE PER CITY OF MERIDIAN SW3 FOR BUILDER EXTENSION/CONNECTION Z3 0 15 3O 60 90 KEY NOTES 0 SEE ARCHITECTURAL PLANS FOR TRASH ENCLOSURE O2 RETAIN AND PROTECT EXISTING "NO PARKING' SIGN O3 CONNECT TO EXISTING Ir IRRIGATION MAIN, REDUCE TO 3° ® PRESSURE IRRIGATION PIPES TO BE SLEEVED WITH C900 PIPE FOR ROAD CROSSINGS O PRESSURE IRRIGATION SERVICE PER ISPWC SO -901. © 3'90°ELBOW O7 3'-22.5°ELBOW O 3' -GATE VALVE GENERAL UTILITY NOTES 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 THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACRD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. WATER SERVICES TO BE INSTALLED PER CITY OF MERIDIAN SD -W1, SD -W2, AND SD -W3, ALL METER ELEVATIONS TO BE SET PER SD -W5. WHEN WATER METERS ARE INSTALLED NEAR A FIRE HYDRANT, LOCATE PER SD�W9. THRUST BLOCKING SHALL BE INSTALLED PER ISPWC REQUIREMENTS. CONTACT MERIDIAN PUBLIC WORKS TO INSPECT THRUST BLOCKING PRIOR TO BACKFILLING. FIRE HYDRANTS TO BE INSTALLED PER CITY OF MERIDIAN SD -W7 AND LOCATED PER SD -W9, MINIMUM FIRE FLOW 1750 GPM. SEE SHEET 2 FORADDITIONAL UTILITY NOTES. (246IDIA APPROVED FOR IDAHO CONSTRUCTION These plans and/or speclfca Jons hev­ L�-cn n v'r"'d Inr compliance with Meridian City S4 d.-' 1, ` 'ecd.0 '....ns. This review does not relieve the Ow^r' F or con(:r;i esr of the responsibility to design and/or ^.,,�r, ;and bent in compliance with all current ^ppllcat` _ ntc laws, rules, regulations, ordinances cev.'I .eta specifications, orders or approval,' the right to enforce. Inconsis rc�, IB sl ssr not be construed as arnrovr d on In writing by the Cit" Any propD ul Iavl -i,e p ans nwst be submitted for review and compilance v.. h .�)e meridian Goy Standards aan1dd Specifications before said r, -Is1ou ,s constructed. Name il^ �� C� :, _. Imo( v APPROVED FOR CONSTRUCTION OLPE PLAN REVIEW These plans and/or specifications have been reviewed by a Qualified Licensed Professional Engineer (OLPE)' for compliance with IDAPA 58.01.08 and05P,.01.T6, as allowed under Idaho Code 39-i'F'8 it construction does not commence within twelve (12) months of this approval date, plans and/or specifications must be resubmitted for review. /l 67 f 1112'7// LPE ngmeer --EV—No Keller Associates, Inc. • 208.288-1992 OF W Oil a Q 06 M O Z a J 2 OA 0- ATTENTION: - 0 112 1 IF THIS BAR DOES NOT MEASURE 1- ON 2264 SHEET or 1/T ON 11,07 SHEET, THEN DRAWING IS NOTTOSCALE OATS: OCTOBER27, 2017 PROJECT: 170005 SHEET 9 OF 13 z Q G �..�_.ONE � no • I1■ ...■ ■. ■ I.I. ■■ .. ■■ yL' 9L a� SITE KEY SCALE 1"=250' NOTES 1. SEE DETAIL 8, SHEET 13 FOR TYPICAL UTILITY LAYOUT. 2. CURB RETURN RADII ARE 17' FOR PRIVATE DRIVES AND 3- FOR PARKING AREAS. ALL OTHER RADII NOTED. RADII MEASURED TO BACK OF CURB. 3. ALL DIMENSIONS TO BACK OF CURB, UNLESS OTHERWISE NOTED 4. ALL PATHWAYS OUTSIDE OF PRIVATE DRIVE TO BE CONSTRUCTED AT THE TIME OF BUILDING CONSTRUCTION. 5. ALL DRIVEWAYS TO BE CONSTRUCTED BY BUILDING GENERAL CONTRACTOR, INCLUDING CONCRETE PARKING AREAS. 6. SERVICE INVERT ELEVATIONS HAVE BEEN TRUNCATED. EXAMPLE 18.54 - 2618.54. 7. SEE SHEET 13 FOR PRIVATE DRIVE CROSS SECTION E. JASMINE LANE KEY NOTES L I ( /�y STA 13+8316 5 Ot SEE WATER NOTE 02 SHEET 2, PERTAINING TO MAINS 71 FIRE HYDRANT PER MERIDIAN SD -W7 AND SD-Wg PLAN Vim• PROFILE DROP WATER MAIN TO MAINTAIN Is- VERTICAL O SEE WATER NOTE #3 SHEET 2, PERTAINING TO SERVICES ___ __._...._..._.._ _________ _________..__.. SEPARATION BETWEEN SEWER AND WATER MAINS __.__.________ ._. _.._.-__..___.__ • 1 © --3 O 4" SEWER SERVICE PER ISPWC SD -517 AND DETAIL 70 w TRASH ENCLOSURE, SEE LANDSCAPE PLANS FOR DETAIL wO SHEET 13. MINIMUM S SEPARATION BETWEEN SEWER 5 0- D SERVICES- MIN. 2% SLOPE. W CONCRETE PARKING, SEE DETAIL 5 SHEET 13 NUI NN 19N mtWV ® tON 0 MINIMUM U SEPARATION BETWEEN SEWER AND WATER _____ __.______ ________ ASPHALT PARKING, SEE DETAIL 4 SHEET 13 JOOJI SERVICES. 1© U) N z W WAG TYPE "A" PEDESTRIAN RAMP PER ISPWC SD -712 A WITH NO OS 1" WATER SERVICE WITH A I'METER AND A I-1/4'PIGTAIL 7 TRUNCATED DOMES __ ____._ ____ PER CITY OF MERIDIAN SO W4 .._______._._.. ..____ --_ _____.._ -- 11 Q.-_-_ f Y F lOO 1 X m ii II F F 11'){. Y 4 .O tQ_ 9 -..rte' f 11 JI U) F' II 3' VALLEY GUTTER, SEE DETAIL 7 SHEET 13 © 9455`ElB6N`M'FJ%MJ) NOT USED THIS SHEET 1© w> Z 1 ->41 N>-1 Z Z w ..Im. y> J > Z Z 1 W>>.._ Z CITY OF MERIDIAN UTILITY EASEMENT O7 22.9 ELBOW tMJfMj NOT USED THIS SHEET 1® N O ... n m_ 00 m O CURB TRANSITION PER ISPWC SD -7W ® 15' a BeW (MJxMJ) NOT USED THIS SHEET 1® i .I IL O S _ - - STAMPED CONCRETE SECTION PER DETAIL 6 SHEET 73. Og g0' ELBOW (MJXMJ) U)N - - - -- m r-------------- CONTRACTOR TO COORDINATE COLOR AND STAMP STYLE - F. F.=2620.65 WITH OWNER 1® BScti TEE (MJ.FLG) f ) V❑ 11 IID6CO Zniiz0 6- GATE VALVE (FLGXMJ) 8" WATER MAIN (LEND TH PER PLAN) 0 15 30 60 90 my aw - w vn u✓ w am am M� ar ar w G.�� � w ev w of ar an pc we aw [w aw 4Wr/--��� wv [w qa om - ..° -... ".. F F.=2618.30 i -^r F.gyF. 2619.15" F.F.=2620.40 F.F. 2620 85 O -.. O O -`Y''_' m m "n_ t x -OO- -O In --- m N w m »- m m w- m fi qq O- OO- 0 0 0-� CS --OHO O O @b„ �� m14 '"b b'• b_ b" o o -o b- -b -' Y dY - �Y j555j¢dYr-..JZd�'1�.:d5 d dld� jYSdS Q�� dd�7gj ?31�.' dY- dY,p* @@ �mSjjgdit .dad _ {yCmJ ..LJO nJ 'n (V J- -.ate m J pmJ pW '-1 O OI gg J, mN eN pp. CI NJi1 yJ'1, #•jJT1 QJ11-� f J�rA L11wJ �� NYI� rm terry+'' tin 0O.- -NtU N(7 M fl t0 Nm 0i $0 k mi �� 0�i O ISN 1 r0 �t0 } I a 11 11 a 1 1>1 11 1 II Y 11 j11 11 11 II a tl II 11 11 11 11 Y II 11 11 TI II 11 0 II 11 P Y 9 11 Y j3 1 Y 11 \9 � hZ 4~)15 Z Zh NZ Zl~/1 NZ NZ <�NZ N2 y2 NZj .1_ p~j �_ Z_1-' ~2 •Tin Is ZQ QZ ZQ QZ Q n Q 11 Q II Qil 11 FiF u Y Q �� NG 1 I ° Tit 1,y -41 N- -41 W' Nz w? ,wz Nz ?N rq=InN _- W OFF O O .I ) - •' .. 1 ". 7 '<: _ MAKE COMPATTIIB E CONNECTION 1E. 'I-. STA=10+8454.4 -r, -. - STA 11+81.527 4 STA =t2+56.56®-- •ya "'S7A=13#70.54 4 - - STA 14 60.54 4 STA 15#05.54 4 \ N N 1 TO 8' MAIN 15 STA -t 0+5454 r 5 5 - Y� I . L 'e.. 75 / �• e 0 .� 5 PYO 10 7 5 I 1. 5 1) - Y I� .��".� - LILA°��� g 612 W(B) t1 3223LF 8"PVC W(8.) 2 ±9LF 6"PVC -4__- z 1I - z STREETS 1 _ g 1 1 SSMH (5) 5 11 -SS(8-) 2 @ 2 9SMH (6) s fi` ,Ry ` GRADE I 9' +27LF 8"WC fr� 181 \CHANGE < 10 1 STA 11 24 t6 V O ♦ \ I o STA 13#03 t8 4 ,s}STA=71+91 - 5 • 1 a6v m `t I r/Vl J I 1 C)J QI IJ fU 11 _�N OJ m� aN"iN �N N(O TJ •uNNJ PATHWAY CONNECTION TO CHAMPION PARK TO i +n'i #,oA,x� 4� avn n$ N$ `� " ou+,IN` o,T,: mt,o BE j CONSTRUCTION. AT ACTOR ROADWAY > -" n 6 n@ ri d u d vi itj n w vi p rri CONSTRUCTION. CONTRACTOR TO VERIFY Q ., Q n Q u Q `u n Q Q II n Q n I- F> 0 I- IF 1 f F 1- 4 t'h F HORIZONTAL AND VERTICAL LOCATION OF x I m 1 N Z W Z,. N z �' _ u, z- w> m> � w� Y -i w 41 r PATHWAY ANDCONSTRUCTa CONCRETE ADA STANDARDS \ \) 1 U �m\ N N ,e m �_ a7 ,•- -0� (� O O O O- \1;. O \\ O 1. O g- n m PATHWAY TO BE 4' CONCRETE WITH 6' CRUSHED 1 y. ! J 7 6 3/4' AGGREGATE W F.F.=2619.00 F.F.=2619.60 LU N of w (n N 262° 2620 2615 2610 2 - 5 L I ( /�y STA 13+8316 5 +I I" - 'l G RADE J BREAK STREET E PLAN Vim• PROFILE 4+ STA=18818 4 / ___ __._...._..._.._ _________ _________..__.. __ _____.... __.__.________ ._. _.._.-__..___.__ • o --3 �2 y w 0 wO Z no 0- D OI N m @ W `�bN NUI NN 19N mtWV rGN tON TON L _____ __.______ ________ nJ JOOJI -N� U) N z W WAG Z NY @+oi 7 These plans and/or specificatil F oe 1 r , iewad for __ ____._ ____ _____________.__ .._______._._.. ..____ --_ _____.._ -- 11 Q.-_-_ f Y F lOO 1 X m ii II F F 11'){. Y 4 .O tQ_ 9 -..rte' f 11 JI U) F' II p t0 f, n I 11 UI '..'FQ, 11 review does not relieve the r sr , or contra of the responsibility to design and'P t 1 c raC;lities In compliance with all w> Z 1 ->41 N>-1 Z Z w ..Im. y> J > Z Z 1 W>>.._ Z _.F.7.N> Z 1 y> Z y p 4 G N O ... n m_ 00 m O Z O i .I IL O S _ - - -- - ------------------ U)N - - - -- m r-------------- -- - - - F. F.=2620.65 Standards and Specifications before said revision is constructed m w - U l 9+75 10+00 18+50 11+00 17+50 12+00 12+50 w 13+00 003 13+50 14+00 STREET E PLAN AND PROFILE __.-______ _.._________-------------------- ----------_--- ____ ___ __._...._..._.._ _________ _________..__.. __ _____.... __.__.________ ._. _.._.-__..___.__ ------------------------------------------------ o --3 �2 y w 0 wO Z no 0- D OI N m @ W --------- __ ___.._-_______ _____.__________________.___________________________ - O _... ..---------------------------...____--------------- � O ?_ _ _____ __.______ ________ m o n m _--O S F U) N z W WAG Z NY @+oi 7 These plans and/or specificatil F oe 1 r , iewad for __ ____._ ____ _____________.__ .._______._._.. ..____ --_ _____.._ -- ___ .___. _ __ ____--_--- --__ __ N _ --------------- - ___-_______-_____ ___._ tM O review does not relieve the r sr , or contra of the responsibility to design and'P t 1 c raC;lities In compliance with all V current apf'r1l +rid local y p 4 laws, rules, regulations, ordirI d r 1 L .ements, specifications, orders or approvals n.. 1 the y retains o m 0 J molli Z O mNK_ a� IL O S _ - - -- - ------------------ U)N - - - -- m r-------------- -- - - - -- - Standards and Specifications before said revision is constructed m w - U f ) V❑ 11 IID6CO Zniiz0 zy Z -PV4I 6� 2622 _ O J a EXITNG GRADE ----------------------------------- 105% J ____ __________ _ _-________.._____.. O _ ___ __- _ J_ --` " -__ __----------------------------------- --- CLOFCI2 STA-ISw40.54 0.82% - - - zz PVI -- ---- -- -- - ------------ GRADE ____ -_ -_ --_ 3"PI CROSSING INTERSECTION - - STREET ESTA. 10+4800 - _ ----------------- --------------- ------ ___ _.. _-- -------------------------- --_ --- -_STREET STREET F STA. 10+00.00 IT STORM DRAIN CROSSING - 26P. S-0,607i�=6 ' L-296' S=0.405 D=8" . ----------------- - ---- -------- ----- 8" WATER MAIN --- --- DROP CROSSING - - .._... -. " CONTRACTOR TO 18" VERTICAL SEPARATION Y MAINTAIN II 2811 s mm Bin 8a _ 9+75 10+00 18+50 11+00 17+50 12+00 12+50 w 13+00 003 13+50 14+00 STREET E PLAN AND PROFILE STA. 10+00 -15+82.24 VERTICAL SCALE: 1"= 3' HORIZONTAL SCALE 1"= 30' 14+50 15+00 15+50 16+00 �) w 003 a p p W S2 W @w�� Z W a MR o 3 �2 y w 0 wO Z no 0- D W W p0 Q= O W � O 04E IDIAN�-_ ® Z m S F U) N z W Z Z 0 7 These plans and/or specificatil F oe 1 r , iewad for $ a w U N Z 0 p LL n �/) O APPROVED FOR CONSTRUCTION QLPE PLAN REVIEW These plans and/or specifications have been reviewed by a Qualified Licensed Professional Engineer (QLPE) for compliance with IDAPA 58.01.08 and 58.01316,. as allowed under Idaho Code 39-118: if construction does not commence within twelve (12) months of this approval date, plans and/or specifications must be resubmitted for review. / 7/ 1777//7 QLPE npirreer Lic.7 No. Date Keller Associates, Inc. + 208-288-1992 U � ry m ATTENTION: 0 112 1 IF THIS BAR DOES NOT MEASURE 1° ON 22x34 SHEET Or 112" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: OCTOBERZ7,2G17 PROJECT: 170005 SHEET 10 OF 13 `a6 I P1ry 0 W O z 04E IDIAN�-_ W AFI ,0'%1'_`0 FOR U) W IDAHO CMSTRUC , ION Z 0 � These plans and/or specificatil F oe 1 r , iewad for compliance with Meridian City <-,o.: _cificauuns. This �/) (n review does not relieve the r sr , or contra of the responsibility to design and'P t 1 c raC;lities In compliance with all V current apf'r1l +rid local laws, rules, regulations, ordirI d r 1 L .ements, specifications, orders or approvals n.. 1 the y retains 0 J the right to enforce. Inconsistencies 1 ut m , ,yr .t:rTf sh: i not be construed as approved unless specl6 r ,}res •, in b the Z O LM IL O writin City. Any proposed revision to thes.. plans mu iNTREPOINT`%Yja I for review and compliance with the Meridian City ("- Standards and Specifications before said revision is constructed - U f ) V❑ 11 IID6CO Name Date zy Z Q Q O J a APPROVED FOR CONSTRUCTION QLPE PLAN REVIEW These plans and/or specifications have been reviewed by a Qualified Licensed Professional Engineer (QLPE) for compliance with IDAPA 58.01.08 and 58.01316,. as allowed under Idaho Code 39-118: if construction does not commence within twelve (12) months of this approval date, plans and/or specifications must be resubmitted for review. / 7/ 1777//7 QLPE npirreer Lic.7 No. Date Keller Associates, Inc. + 208-288-1992 U � ry m ATTENTION: 0 112 1 IF THIS BAR DOES NOT MEASURE 1° ON 22x34 SHEET Or 112" ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: OCTOBERZ7,2G17 PROJECT: 170005 SHEET 10 OF 13 MINOR � it: art I■I■ I■I■ ■I■ I■I■ SITE KEY SCALE I'=250' Z Q INTERSECTION NOTES 1. SEE DETAIL 8, SHEET 13 FOR TYPICAL UTILITY LAYOUT. 2. CURB RETURN RADII ARE 17' FOR PRIVATE DRIVES AND T FOR PARKING AREAS. ALL OTHER RADII NOTED. RADII MEASURED TO BACK OF CURB. 3. ALL DIMENSIONS TO BACK OF CURB, UNLESS OTHERWISE NOTED 4. ALL PATHWAYS OUTSIDE OF PRIVATE DRIVE TO BE CONSTRUCTED ATTHE TIME OF BUILDING CONSTRUCTION. 5. ALL DRIVEWAYS TO BE CONSTRUCTED BY BUILDING GENERAL CONTRACTOR. INCLUDING CONCRETE PARKING AREAS. 6. SERVICE INVERT ELEVATIONS HAVE BEEN TRUNCATED. EXAMPLE 18.54 = 2618.54 T SEE SHEET 13 FOR PRIVATE DRIVE CROSS SECTION KEYNOTES w r..L 0 SEE WATER NOTE e2 SHEET 2. PERTAINING TO MAINS i i FIRE HYDRANT PER MERIDIAN SDI AND SD -W9 ______ _______________ W U) DROP WATER MAIN TO MAINTAIN 18• VERTICAL 2O' SEE WATER NOTE N3 SHEET 2, PERTAINING TO SERVICES "O SEPARATION BETWEEN SEWER AND WATER MAINS `✓¢KN zr t 0 4• SEWER SERVICE PER ISPWC SD -571 AND DETAIL 10 Z TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS W SHEET 13. MINIMUM 6 SEPARATION BETWEEN SEWER Q pm m ______-_ SERVICES, MIN. 2% SLOPE. ------ ______.. _______ _ ______..________ _. W wN NOT USED THIS SHEET © MINIMUM 6' SEPARATION BETWEEN SEWER AND WATER 74 06 SERVICES. w z ASPHALT PARKING, SEE DETAIL 4 SHEET 13 oN <� 1 ® `< O 1' WATER SERVICE WITH A 1• METER AND A IA/4• PIGTAIL TYPE •A• PEDESTRIAN RAMP PER ISPWC SD -712 A WITH NO S O PER CITY OF MERIDIAN SD W-1 TRUNCATED DOMES 01-0 o a N OZ m © 1 d.2F B BGW A4IWII) NOT USED THIS SHEET © 3' VALLEY GUTTER, SEE DETAIL 7 SHEET 13 go m0`mm0 a O O7 22.5• ELBOW (MJxMJ) CITY OF MERIDIAN UTILITY EASEMENT 1 yNC4__ O ' m r tmV _ (D 45' ELBOW (MJXMJ) t ® CURB TRANSITION PER ISPWC SD -707 Q 90" ELBOW (MJXMJ) STAMPED CONCRETE SECTION PER DETAIL 6 SHEET 13. c+ n i n u 2 EXISTING GRADE CONTRACTOR TO COORDINATE COLOR AND STAMP STYLE 8'x8•TEE (MJxFLG) ____ WITH OWNER 6 GATE VALVE (FLGI 6• WATER MAIN (LENGTH PER PLAN) y ti �m ice.,% F.F.=2618.20 '.,s F F =2618 50 • A by $p •{/ A\ �6 n' *i d JI I a u o ap R IVIS O O Y tl O O P 'ITO a w /� •• n of It >Qa> q y�ry /� / / '. y / �z Zy wz�1mz z�.z z'rEr1z 14 STA=11+91 72� t STA -12+35 54 r_ 5 r STA -t3+33. 4 7 327LF 6"PVC r y z s, ±MLFrPVC \ W(B' t-w t10LE6wC go `a.,_—f--2 SSMH (5)h $ .rs i \ • GRADE n y SS(8•)> 55(8•Y -m- 79 SS(8 )> 1(F BREAK G SSMH(3) 9 '37' S _—___ 9-7Vi STREET F STA. 10+00.00 STREET E STA 10+48.00 �\ PVI STA=10+00.00 PVI EL -A16.98 2615 2610 2608 R J ,A. S,T sFE� FFTC 7 _ 129LF 87VC 0 SS(8•vm- - g SSMH(2). ,�' __--___ R g3 18 .l f .j 10+00 10+50 11+50 12+00 12+50 STREET F PLAN AND PROFILE STA. 10+00 -14+46.84 VERTICAL SCALE: 1" = T HORIZONTAL SCALE 11" = 30' 13+00 13+50 14+00 14+50 2620 2615 2610 2608 R 15#00 0 15 30 60 90 LjQ jE I1�DIAN"- /AN! kUV2`D�TFOR IDAHO CONSTPUC 1 ION These plans and/or specifications 'd In, compliance with Meridian City Sta r s 'd Sp n!ica This review do Ts not rzlieve the ^v. r , reel o "factor of the responsibility to design andloi n ¢ .hos acilities In compliance with all current appllcaL .r :! sLIaricllocal laws, rules, regulations, ordinances. eI t-i,eements, specifications, orders or approvals, all oI v: hh.h 1::e r,ny retains The right to enforce. Inconsistencies not not, ! h-' i ity saff shall not be construed as approved unlet,PI1C r.. add,essed in writing by the City. Any proposed revs , .,je-e plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Names ��� Date I -17 -ID APPROVED FOR CONSTRUCTION . QLPE PLAN REVIEW These plans and/or specifications have been reviewed by a Qualified Licensed Professional Engineer (QLPE) for tnmplidhce with IDAPA 58.01.08 and SWOtj,'16, 'as all.,; ed under Idaho Code 39-118. 11 construc!it,1 does not commence within twelve (12) monl' is of this approval date, plans and/or specifications must be resubmitted for review. /(6tr 17e7 /7 WE Engineer --71C No. Date Keller Associates, Inc. • 208-288-1992 N w r..L O Z F- ______ _______________ W U) m=ho W "O YN `✓¢KN zr U) i U) Z > W zot ---------- __.-------------------------------- pm m ______-_ .__ ------ ______.. _______ _ ______..________ _. W wN Q a. Q 06 Q w z ve oN <� O `< _w S O . Z J 01-0 o a N OZ m W U go m0`mm0 a O ___ --- i 11 Z > _ _ yNC4__ O ' m r tmV _ 11 _ N m g>> c+ n i n u 2 EXISTING GRADE __________ ____ °� °j _ --------- r a > _ ______ _ ____ -------- 0.44% -r-` — 1 - \.1 �� _- _ _ - - - -- PROPOSED GRADE PVISTA=10+8.7.70 PVI EL -261600 - - ._ _--- 12" STORM DRAIN CROSSING _ ..... _ - _ _ -. - -_. . _ L-68' S=0.40% pig• L=307' S -D.40% D-8' -- . __-____________ -o_-- ._-_-__-- R R R n R R R R R R n R Ia R t•R R _ 10+00 10+50 11+50 12+00 12+50 STREET F PLAN AND PROFILE STA. 10+00 -14+46.84 VERTICAL SCALE: 1" = T HORIZONTAL SCALE 11" = 30' 13+00 13+50 14+00 14+50 2620 2615 2610 2608 R 15#00 0 15 30 60 90 LjQ jE I1�DIAN"- /AN! kUV2`D�TFOR IDAHO CONSTPUC 1 ION These plans and/or specifications 'd In, compliance with Meridian City Sta r s 'd Sp n!ica This review do Ts not rzlieve the ^v. r , reel o "factor of the responsibility to design andloi n ¢ .hos acilities In compliance with all current appllcaL .r :! sLIaricllocal laws, rules, regulations, ordinances. eI t-i,eements, specifications, orders or approvals, all oI v: hh.h 1::e r,ny retains The right to enforce. Inconsistencies not not, ! h-' i ity saff shall not be construed as approved unlet,PI1C r.. add,essed in writing by the City. Any proposed revs , .,je-e plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Names ��� Date I -17 -ID APPROVED FOR CONSTRUCTION . QLPE PLAN REVIEW These plans and/or specifications have been reviewed by a Qualified Licensed Professional Engineer (QLPE) for tnmplidhce with IDAPA 58.01.08 and SWOtj,'16, 'as all.,; ed under Idaho Code 39-118. 11 construc!it,1 does not commence within twelve (12) monl' is of this approval date, plans and/or specifications must be resubmitted for review. /(6tr 17e7 /7 WE Engineer --71C No. Date Keller Associates, Inc. • 208-288-1992 N w r..L O Z F- W U) Z m=ho W "O YN `✓¢KN zr U) i U) > W zot Q pm m v Z Wp O W ,6 Q a. Q 06 Q w z MO m <� O `< S O . Z J 01-0 o a N OZ m W U Z OU a O ATTENTION: 0 iM 1 IF THIS BAR DO® SURE 1- ON 22x34 SHEET Dr 10 ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: OCTOBER 27, 2017 PROJECT: 170005 SHEET 11 OF 13 r..L O Z F- U) Z W Z_ — U) i U) > W Q Q .I O m LIL O V) a. Q 06 Z <� O `< C.) 01-0 m ATTENTION: 0 iM 1 IF THIS BAR DO® SURE 1- ON 22x34 SHEET Dr 10 ON 11x17 SHEET, THEN DRAWING IS NOT TO SCALE DATE: OCTOBER 27, 2017 PROJECT: 170005 SHEET 11 OF 13 .■ ■■ ■ ■■ ■■ ■ ■■ ■t yc ai MEIN ■■ ■ •■■ II 111111' ■ �.■ ■. $73Z r� SITE KEY SCALE 1"=250' r a NOTES 1. SEE DETAIL 8, SHEET 13 FOR TYPICAL UTILITY LAYOUT. 2. CURB RETURN RADII ARE 1T FOR PRIVATE DRIVES AND T FOR PARKING AREAS. ALL OTHER RADII NOTED. RADII MEASURED TO BACK OF CURB. 3. ALL DIMENSIONS TO BACK OF CURB, UNLESS OTHERWISE NOTED 4. ALL PATHWAYS OUTSIDE OF PRIVATE DRIVE TO BE CONSTRUCTED AT THE TIME OF BUILDING CONSTRUCTION. 5. ALL DRIVEWAYS TO BE CONSTRUCTED BY BUILDING GENERAL CONTRACTOR, INCLUDING CONCRETE PARKING AREAS. U. SERVICE INVERT ELEVATIONS HAVE BEEN TRUNCATED, EXAMPLE 18.54=2618.54 7. SEE SHEET 13 FOR PRIVATE DRIVE CROSS SECTION 262L 2615 2610 2605 KEY NOTES Oi NOT USED THIS SHEET O2 SEE WATER NOTE #3 SHEET 2, PERTAINING TO SERVICES O3 4' SEWER SERVICE PER ISPWC SD -511 AND DETAIL 10 SHEET 13. MINIMUM 5' SEPARATION BETWEEN SEWER SERVICES. MIN. 2% SLOPE. ® MINIMUM 6' SEPARATION BETWEEN SEWER AND WATER SERVICES. OS I- WATER SERVICE WITH A 1 -METER AND A 1 -Ile PIGTAIL PER CITY OF MERIDIAN SO W-1 © 11.25 ELBOW (MJxMJ) O7 32.6' EL60W(MjxMd) NOT USED THIS SHEET O6 45' ELBOW (MJ.MJ) O9 SO EEBBW(M3xMJ) NOT USED THIS SHEET s.6''TEE -(MdxFI G) 62 FATE �r (FLSxMI) FIRE 1 *BRANT PER RB A.19 „ NOT USED THIS SHEET NOT USED THIS SHEET TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS NOT USED THIS SHEET 4 ®ASPHALT PARKING, SEE DETAIL 4 SHEET 13 1 TYPE 'A' PEDESTRIAN RAMP PER ISPWC SD -712 A WITH NO ® TRUNCATED DOMES © 3' VALLEY GUTTER. SEE DETAIL 7 SHEET 13 ® CITY OF MERIDIAN UTILITY EASEMENT i CURB TRANSITION PER ISPWC SD -707 C I CONTRACTOR TO COORDINATE I RELOCATION OF EXISTING UTILITIES O, -dill II REMOVE EXISTING BLOW OFF VALVE. MAKE COMPATIBLE CONNECTION TO 8- GATE VALVE CONTRACTORTO MAKE �r COMPATIBLE CONNECTION TO , IS SEWER STUB q / Y I !O 1 I 1 1 1 1' I 1 1 I 1 1 Y 1 1 1 i I 1 14+50 15+00 15+50 16+00 STREET G PLAN AND PROFILE STA. 14+46.84 -16+69.73 VERTICAL SCALE: 1"= 3' HORIZONTAL SCALE 1'= 30' 2620 CL OF CENTREPOINT WAY/ STREET G 2615 2610 TO BE EXPOSED AND OF MERIDIAN TO CHECK VERTICAL ALIGNMENT RUCTION 16+50 16+75 IS 3O 60 90 (i&E IDIANI- APPROV ID OR DANO GONSTRUCTION These plans and/or specificat,c s ewed for compliance with Meridian City Star ) i - „ This review does not r- lieve the ovrl r - cif0ft". of the responsibility to design an of v, ,Styr „ 1 thn '0 ac Gees in compliance with all current npplic:+ble 6 der r laws, rules, regulations, ordinances, develop, -,„ a -and nts specifications, orders ora 3'emenns pstencis all of wn 'I,,, City retains the right to enforce. Inconsistencies r no:eT not be construed as approved unless - e- s'aff shell o in writing by the City . Any - tressed Proposed n be for review and ew�. u e plans mu, I ilan,, with the Meridian Ci S andarr sl and Spec fical ons before said revision is c nstructeo. Name,ij Date- .._I- 1'J-�9 APPROVED FOR CONSTRUCTION OLPE PLAN REVIEW These plans and/or specifications have been reviewed by a Qualified Licensed Professional Engineer (QLPE) for compliance with IDAPA 58.01.08 and 58.01.16, as allowed under Idaho Code 39-918. -It, construction does not commence within twelve (12) montns of this approval date, plans and/or specifications must be resubmitted for review. //6"z( n/7/7 QLPE gineer Lic. No. Date Keller Associates, Inc. • 20R-288-1 Do, mr= W w 1- V W Y QYQ W H Z Z Z Z Y p M w No< W�< w V) zm LLI _a rmmmR n 'tvrom z0 y ry Q w NI�mm n 0 xmNZON LL W YW Z x CI n j 0 EXISTING GRADE g> j — a NNLLZ Z - - - ______-NNR'--� C) Z ----�0.44% ------------ .�%-- t.00°V _ - PROPOSED GRADE mQ ... PVI STP 16+27.37 F `JQ j PVI --- EL=2818.38 C) ____ ------------------------------- ,-'W PI CROSSMK J � z L�158' S=0.408 0=6' Z a O � EXISTING SEWER ---. ---------------- -____-SURVEYOR/ CITY HORIZONTAL AN[ --,-- --------- -- ------ PRIOR TO CONST m� 14+50 15+00 15+50 16+00 STREET G PLAN AND PROFILE STA. 14+46.84 -16+69.73 VERTICAL SCALE: 1"= 3' HORIZONTAL SCALE 1'= 30' 2620 CL OF CENTREPOINT WAY/ STREET G 2615 2610 TO BE EXPOSED AND OF MERIDIAN TO CHECK VERTICAL ALIGNMENT RUCTION 16+50 16+75 IS 3O 60 90 (i&E IDIANI- APPROV ID OR DANO GONSTRUCTION These plans and/or specificat,c s ewed for compliance with Meridian City Star ) i - „ This review does not r- lieve the ovrl r - cif0ft". of the responsibility to design an of v, ,Styr „ 1 thn '0 ac Gees in compliance with all current npplic:+ble 6 der r laws, rules, regulations, ordinances, develop, -,„ a -and nts specifications, orders ora 3'emenns pstencis all of wn 'I,,, City retains the right to enforce. Inconsistencies r no:eT not be construed as approved unless - e- s'aff shell o in writing by the City . Any - tressed Proposed n be for review and ew�. u e plans mu, I ilan,, with the Meridian Ci S andarr sl and Spec fical ons before said revision is c nstructeo. Name,ij Date- .._I- 1'J-�9 APPROVED FOR CONSTRUCTION OLPE PLAN REVIEW These plans and/or specifications have been reviewed by a Qualified Licensed Professional Engineer (QLPE) for compliance with IDAPA 58.01.08 and 58.01.16, as allowed under Idaho Code 39-918. -It, construction does not commence within twelve (12) montns of this approval date, plans and/or specifications must be resubmitted for review. //6"z( n/7/7 QLPE gineer Lic. No. Date Keller Associates, Inc. • 20R-288-1 Do, mr= W w 1- V W Y QYQ W H Z Z Z Z Y p M w No< W�< w V) Z LLI W w m YN Nw-a <MW z0 y 3N�g '0 VJ 1n 0 LL W YW Z M O� O D WQ ° W C) Z a p 0s mQ Z F `JQ Z C) m N OZ J � z W Z U Z a O � i0@1 Oi� LJ � 0 o z w V) Z LLI z1„1I '0 VJ vJ J O D oo LL C) u) a p 0s CO ZQ O `JQ Us m ATTENTION: 0 112 1 IF THIS BAR DOES NOT MEASURE 1' ON 22x34 SHEET or 112' ON 11x17 SHEET. THEN DRAWING IS NOT TO SCALE DATE: OCTOBER 27, 2017 PROJECT: 1700M SHEET 12 OF 13 L J19„ PERFORATED OR ���,,�AL �,�,y� ?.6' i -PVC ASTrvi D 30341 !3034P1ETCR - 19, ,,: GJGrJii'17C _ _ -/._;_�::,�i2/.ra- '� /J ,1- f%r-}/.rt.�\ Jr%r_.<..�-,/-t --.r)-t I',-t�-er_i-_,�((,r-�•/---I'/}r �`/i-L . %t(... r/// .iSj`-rt�//C__ '../_.`A.,._L/:`: Et._f -!..-'_.. tiP/,.7.,-morr_r� 'i� 3 - � _ _- �_✓ - 1"1„(?j��w -' 1 _ I --- - ---1Ii- _%-.r.//�_(., J `1rv �{�CC ir =_.\ .(�-ff--)-.1-j',:(l'- {T, 1_ }- ! i1/c�--amC--t �) \virrct✓ ii---�.. {{=--�E.-J ;-1 1 1 1i `L_}11/� L:C (%\}\afv)r✓rCEEi'_f_ -C_ -�_1•__J__-.1, . r/ �_J- .- //rc/-C�-;l_f �_1ntr .j<.-.�< irJ_'_ _ C �C�)_)_�?/-(./v*� ��1�_1.)-�Crr-�.0t-1 /�.;.�"-�- rvv!ciC-C-�--->`" {t_ -"-'� )�- ,:1I - I -'+t-- )- }j_✓--�.<c-C--am-'_%\\"��r)rf� <�j_J�_-❑(-(j_-.l-t-I�I,(.{/�/.�.-,_ .-.- :•)_ _- C r/// E-!1 f\\I-CjJ•L�' {JJi-:i .-._C,_L-( t(_ 'y r{--Jj:I-EJ1)-. __-, �`�;-.)_-,� -,-rc/.ci - .-�/E/ `�1_ 7.,JE>tL.�-.L,�-/r(J_ LL- t/, - l Ei�-_E-)-} 1/,C- {`_� _(�r�p�r�7--,`._yC_•'.�>t-1--'{.I-i-._ ..�1=_.I-; l �.�\-,_•�om.-f -�J- Cc/C -1�(E{fL����fjf-aL✓--�g!>)es-i•C (L ( -{,?_ _- _1. J .E-_�-;�,-�- ('j.� /C.__.^C_C�--_t� _- !i�t<7 sC f-(_❑�i)-..�, 1 ({ �(/- - L(-t--'_rE.--~ ,•,1 , '-1_ .�-. t CC{•`=-�'l{_,)�°/�cr/7%�/C.� '(- i,._1h'-r1�-��-.rCIC _, �'"f) \t1/ -G ✓!<}-l- ' _�(c__,_. )- J �..1 t/_1 ,) °Ir C/-�R_-�/\)//JsJ�I�J�_C-- 2./, `- {C - " �:•! _(i�t-)_.tl_i_l_ \i1:_1 1 !N _�`���-{\��c?�_�-� t_y_,- )v_'i� '' -)�}__--�L/rc�- C4_'((J-` `fCJ'rJC _�-_-�{---; I'_^_J1 _ -E>• t�� ./`_ ?L- AaFrJl G3 3 =i;`-- �r(-I -=Jt�1�tf; iJ �t / )✓`\ ;�r _ f �l_�Irt;/te-�r_ <_C;Ptt= -_f;__»"�:'�1f I�i1/ / _ -%l _'/ 7.J_�� ,}/_ ,CP_ _(\�JIjf.CYJC'!:•_ It ;_. . { t �_tJftc`✓�om 1>- t� _�/C1e.i•_, -� Pt t�_/ � -_- _ � ( - totll} 'l Ci'�WpnL�' rt�- +✓< ry U � ,t TO FACE Jl. IR - OF, TO BACKOF CURB 12" MIN CAP FND 12.5'8 1RAJLLLAdE TRAVEL LAN_ DRIVEWAY X_ I DRIVErpAY ._ (SLOPE SLOPE c Io{ u INLET -_ _ - � 1?�!0, --•-,� i 'FLOV O UEL. IN fl U 4 U O O p C .0 U 1 p U fCCJ Oo O O Tr O'J Q o '.ARS FLOW I,. _ FSLOPE LEL.OJ 2-112" PLANT MIX ASPHALT PlV N1E T `,z % - )' O,LGR ! t<tJ! 'ILE OPJARi GEOTcON AND SIDES ONLY L STD �i C_,)-,,( _<ro4rhJ i T/ ziO" OF 6" MINUS PITRUPSUBBASE 7./_�_�_ ` _ r_ . J 3" R 4 OF 314 GRU HcD GP\/cL AB � A:eH7O t2$Y CLASS it !Cti_1J1EF � (} (D/ � <w UJ -rt v t< [YSG FY t' I II TIAtAS r-{ 0 clSAPD AND GREASE TRAP 31411 ,10, 2"r,1A3EQI -- J (PER iSPVC SD -624) AtIG1_ArDPIt?d%K 7,/1: >t . ?\1CK) r, _5, J > D 1QSRC!ARIES c - KY )K"t,/ D r„CONCRETE 1$ MIN ' MIN ASTM f-33 FiLTER SAND34"CRUSHEDQ,RAV EL IS //\! FILFERSANF FED SiBUtADt / VARIES:!,;3CiN EXCFVATETO FREE DRAINING (N) SEASONAL HIGH GROUNDWATER SANDIGRAVEL. L ___-- SEEPAGE BED CROSS �EcrEON ul TYPICAL PATHWAY SECTION 2 SEEPAGE BED PFC�9_E VIEW 't3 '," SOLID WALL PIPE SCALE: PTS TO ADDITIONAL SAND AND GREASE TRAPy (SEEPAGE BED #1 ONLY) VARIES > NOTES: N ELEJTIONS _ANDtESCi- ' )f '. 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CONTRACTORrAfFft SHALL NOTIFY LPCi t-" PRIOR C3 C}z sCiiCTOAND )}ALL FROM FcRli_< LOCATION AND SIZE.INLE _,!� VERIFY ALT- M\ c C , CaSTD1M YSTENI \i( FGACY TO � jll? C'RO\1ETA! OANt IPF_la r1PIMJN.�)1 )�/( 3. lt1USErFRATEOd FC0l Rfi lPOSED 3UIDINC, _ C SEASONAL HIGH GRCUNDilllTcF? OR BED ZOC< SHALL BE 1 rlNltUrOF 3. G lrrEDIfi:ELY IF GROUND ,a /-{-j`�CCaTLArO(rQ�VClIFY THE DESIGN N VARIESFINIat FLOOR WATER 1S ENCOUNTERED VIlTrl3GF THE 3aTTGN OF ANY INFILTRATION f"FYP. t t i I I t o 0 J U 0 O CU J 0 0 O U 0 0 0 Q U U U D O 0 JC a_c PLAN FACILITY. 5!If F-RFORArED FIDPE OR PVC ASTM ) 3034 PIPE %\ {j •• puC r _tmxJC.. pra'i. Fr - C QTfFACE r /�- Cuta z0MIN4 �kSAND AND GREASE TRAP (PER NSD-624) _COi <, : u 5 s 13 t : , <ff�CE_.3 D 1 12" SOLID WALL PIPE cf Gw SCALE: NTS TO DIVERTER MANHOLE (SEEPAGE BED #1 ONLY) U? z 4" WHITE STRIPING U"- ASPHALT SECTION 0 PER PRIVATE DRIVE DFTAIL 1 THIS SHEET. 0 U- 0 2 3" ROLLED CURB R3' 6" VERTICAL CURS :MITI -1 NO GUTTER 1.5fl' 1.5(i' TRANSITION FROM 6" VERTICAL CURS TO 3" CURB & GUTTER 8" CONCRETE . ei G chit ! er-r [ t^t i€?cz -, ------------- SEEPAGE BELS SIZING TABLE '^ m. DIMENSIONS (L ,fflxD) ELEVATION ELEVATION ELEVATION J SEEPAGE BED SA 25'x40'";10' 22616.50 2UO8.0 26td7.UU 6 -- POORLY GRADED GRAVEL �J SEEPAGE BED 3B 26'x2O'A14' 2617.2,1 _._ 260025 2605,75 S POORL YGRADED GRAVEL_ LlY Lu Q r} ' 9 ;.317 ° 2% TY�'j SEEPAGE BED 4A 60'x40'x8.3' 2614.25 2605,95 2604A5 �� f• f 11 'i. r; f t 20':t14'x5'6 1t .5O 26-10.00"tO-44 S l ) r F J r SEEP AGE BED r �a'x la'A14' r 2614.�r? 11, 260 �a t 2 �43:Oa B POORLY GRADED 2,000 CF rC GRAVEL 6" VERTICAL CURS :MITI -1 NO GUTTER 1.5fl' 1.5(i' TRANSITION FROM 6" VERTICAL CURS TO 3" CURB & GUTTER 8" CONCRETE . ei G chit ! er-r [ t^t i€?cz -, ------------- SEEPAGE BELS SIZING TABLE SEEPAGE BED TOP OF ROCK BOTTOM OF ROCK BOTTOM OF SAND rPi RATE SOILS TO ENCOUNTER STORAGE VOL NUMBER (IP&'HR) DIMENSIONS (L ,fflxD) ELEVATION ELEVATION ELEVATION J SEEPAGE BED SA 25'x40'";10' 22616.50 2UO8.0 26td7.UU 6 -- POORLY GRADED GRAVEL 1,000 OF SEEPAGE BED 3B 26'x2O'A14' 2617.2,1 _._ 260025 2605,75 S POORL YGRADED GRAVEL_ 2 400 CF Lu Q SEEPAGE BED 4A 60'x40'x8.3' 2614.25 2605,95 2604A5 POORLY GRADED GRAVEL 7,970 CF SEEPAGE BED 4B _ 20':t14'x5'6 1t .5O 26-10.00"tO-44 S POORLY GRADED GRAVEL 404 CF J r SEEP AGE BED r �a'x la'A14' r 2614.�r? 11, 260 �a t 2 �43:Oa B POORLY GRADED 2,000 CF rC GRAVEL Q IF J st Jt c" i y, U.��, - LLl --�t r rY !Y 1 f r \i `14( n c� } / e j /� \ ; i < i ) X c f' '� ;r 1>C t""it 7 DI 1AIJ. tt 3' /ALLEY GUTTER C TEFL , r r r 1 r ri ' r 1 r r ( ( s TYPICAL! .!_ L ! _LE_ _ _ BED _ 1!l SEC DETAIL 7, THIS SHEET ._} lit t` �Ft f r ti"'J r° �1 n r l siS�i 7 l SC_ F\t E' PIT 00 6" OF 3/4" IMINUS CRUSHED TYPICAL ASPHALT P SP'AIG AGGREGATE BAS- MINIMUM- 0 INI UM- 1> !fr d a }-i I,LF : N rS NOTES: ROOF LEADER _0 U 1. ASPHALT PARKING VALLEY GUTTER t PROPOSED q 2. MODIFIED FROM ISPViiC SD -703. j// BUIDING 0 "° 1 I„1111141r� arRlPtNc - T WALL Y U E'ER r !f � AREA DRAIN r 1N13H FLOOR . , a- , ,- , , , . G .•--••------------ELLE_.: ELLE. 1 SEP _ C� FLAP! `` � 2' r1HN. ° SCALE: NTS 1� 5°f, ltlifPi.� { BUILDING Ma w frJ, > a FOUNDATION j_ j ROOF DRAIN TYP /i ig . - _ SEE DETAIL'I S " a z n THIS SHEET �°ADS ,aaG HDPE ItP. TRIPLE WALL PIPE . 11F _ ;. COMPACTED ~ - - C'� � t ❑ ❑ }IF OR APPROVED EQUAL CRUSHED I ;.� 1 J TYP. AREA DRAIN LOCATION 2 �t I _._ STONE BASE TQ S'; FORM SYS TEr1 ULI3" ROLLED CURB t �, BUILD TO TIE ROOF DRAICJS =. _ t �- to 7 i I TO J:R1, DRAINS OR STORM GOid TIivUEQ,' NO BREAKS s ' �t� �;IYt3rs 1! i I �1LLJ i E i i DRAIN PIPING 00 LL._ , DMIMXI �_ I _ 2, GUTTER - r' O /A ( i x 4 1�� J4 7I DRAIN CONNECTION 1 r1 _� n nn �n ?'"-.i_'',� u- SCALE- - - - - -_ cz.u,.niz, _- -..-,__t I(� __.,J�uJ �,- `--t : i ��r it. .,.t i- i\ -1 SCALE: NTS 1: n n n1 t �- - _ n nn L-111-- utt +I. �=j EXTEND SEWER SERVICE .E-�§ a� C� TYF'I�,L��F�� 2'1NTo�U1LUING � ;.� �- �--=�� s �'❑�� n� SCir ALE: r i c3 (� , ! -„eo. +r Ic i ;. - _ _I CL U1 19'iillN, :f}t stryi !�s a•' t `k tlfitlj j: i a t f C 18 11" I a DRIVEWAY Ixi ---tea• � i'i s! � a� �!: ..h. _- i 11,tti !IT- a0 U) ! = _ g (FACE OF STRUCTURE ��� 3, 1 � � i��:� : - � n ��� F, FCURB) 2 CURBIGUTTEP r 5' FG BACK OA' t1 1�11N '1 _ - _ _,.- _.� t .�L '' I t • 11 1 j%j� � �t LUf._..-.,....__,•••,_..�.1 !i, ,._/-`../ r- r- r �--. � F ., ;� •%' :1 !, �%.=_ �' � - ���� r. { � Ij �jS�-�j -_{ ( % _., - CLEAN OUT TO BE INSTALLED ,i I I t q / - .:... ... ,.,.,rr. .,._.r... .;:. .-. ,..a .. !r S(, t -i- t (rrrrr! 4f r •f tf , : a Ar TIMI J. 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G 1GKWTF I_IlLLrAEE TTHE�EGIFlGJ\TIaoOl 2. a'rlSEPARATION S_rVEcNcERIIGEr FOR SEWER, R, 6� - :,f,,•,/,,,i,':Yr,< y, ',< .Jr. '.,„ >,Y r ,/ L,,'.L.Y•.i,\'�•Y/' / '•./,!..\„�y�!, •y-: `"7. r t :`�J j%LjJ"fi;\,' 1-u- �r�- s i _ t 1F THIS 6AR S _O r MEASURE E THE E PROJECT GEOTECHNICAL ?FF AND ' -rH� E k_ tjGEN SLVfGR AND 1rCR,C1" ON 22x31 SHEET or 1(2' ON IcdUC. 3. 1£1fDE DRIVEWAYS FOR 2 -STORY UNITS. 11x17 SHEET,THEN DRAWING 13 Ltl 4. 11 -VIDE DRIVEWAYS FOR 3 -STORY IJNITS. ta' ELBOW ' NOT TO SCALE {a/ - it" SiSk't'•JER SERVICES. NOTES: N O N C R E i PA V E M E i �7 � 6 6. 1 PLATER SERVICES. ASSUMES NO TIRE SPRINKL ERS. 1, REFERENCE ISIAPIC SD -50(3 ' ��/ � �� � � � � � � �� � ��� �j 1 ie 1 I ��'� � � 1> DATE: OCTOBER 27, 2x17 -� 13 7_ SEE SEVifER CLEANOUT DETAIL'1a, THIS SHEET. I I N E = r`- SCALE: NTS t3 PROJECT: '170005 �- SCALE-, NTS TYPICAL 4-PLEX BUILT)INGL YOU -SEWCLEANOUT 1 L7 SCALE: NCS i t 13 SCALE: N,rS 19 HST 13 OF 1.3 0 (0 . 2 co 0U Lu Q o O t} LuLu v) p LL UL 0 0 Q C aaexn,.:ee�. •e Q IF J st Jt c" i y, U.��, - LLl --�t r rY !Y 1 f r \i `14( n c� } / e j /� \ ; i < i ) X c f' '� ;r 1>C t""it 7 DI 1AIJ. tt 3' /ALLEY GUTTER C TEFL , r r r 1 r ri ' r 1 r r ( ( s TYPICAL! .!_ L ! _LE_ _ _ BED _ 1!l SEC DETAIL 7, THIS SHEET ._} lit t` �Ft f r ti"'J r° �1 n r l siS�i 7 l SC_ F\t E' PIT 00 6" OF 3/4" IMINUS CRUSHED TYPICAL ASPHALT P SP'AIG AGGREGATE BAS- MINIMUM- 0 INI UM- 1> !fr d a }-i I,LF : N rS NOTES: ROOF LEADER _0 U 1. ASPHALT PARKING VALLEY GUTTER t PROPOSED q 2. MODIFIED FROM ISPViiC SD -703. j// BUIDING 0 "° 1 I„1111141r� arRlPtNc - T WALL Y U E'ER r !f � AREA DRAIN r 1N13H FLOOR . , a- , ,- , , , . G .•--••------------ELLE_.: ELLE. 1 SEP _ C� FLAP! `` � 2' r1HN. ° SCALE: NTS 1� 5°f, ltlifPi.� { BUILDING Ma w frJ, > a FOUNDATION j_ j ROOF DRAIN TYP /i ig . - _ SEE DETAIL'I S " a z n THIS SHEET �°ADS ,aaG HDPE ItP. TRIPLE WALL PIPE . 11F _ ;. COMPACTED ~ - - C'� � t ❑ ❑ }IF OR APPROVED EQUAL CRUSHED I ;.� 1 J TYP. AREA DRAIN LOCATION 2 �t I _._ STONE BASE TQ S'; FORM SYS TEr1 ULI3" ROLLED CURB t �, BUILD TO TIE ROOF DRAICJS =. _ t �- to 7 i I TO J:R1, DRAINS OR STORM GOid TIivUEQ,' NO BREAKS s ' �t� �;IYt3rs 1! i I �1LLJ i E i i DRAIN PIPING 00 LL._ , DMIMXI �_ I _ 2, GUTTER - r' O /A ( i x 4 1�� J4 7I DRAIN CONNECTION 1 r1 _� n nn �n ?'"-.i_'',� u- SCALE- - - - - -_ cz.u,.niz, _- -..-,__t I(� __.,J�uJ �,- `--t : i ��r it. .,.t i- i\ -1 SCALE: NTS 1: n n n1 t �- - _ n nn L-111-- utt +I. �=j EXTEND SEWER SERVICE .E-�§ a� C� TYF'I�,L��F�� 2'1NTo�U1LUING � ;.� �- �--=�� s �'❑�� n� SCir ALE: r i c3 (� , ! -„eo. +r Ic i ;. - _ _I CL U1 19'iillN, :f}t stryi !�s a•' t `k tlfitlj j: i a t f C 18 11" I a DRIVEWAY Ixi ---tea• � i'i s! � a� �!: ..h. _- i 11,tti !IT- a0 U) ! = _ g (FACE OF STRUCTURE ��� 3, 1 � � i��:� : - � n ��� F, FCURB) 2 CURBIGUTTEP r 5' FG BACK OA' t1 1�11N '1 _ - _ _,.- _.� t .�L '' I t • 11 1 j%j� � �t LUf._..-.,....__,•••,_..�.1 !i, ,._/-`../ r- r- r �--. � F ., ;� •%' :1 !, �%.=_ �' � - ���� r. { � Ij �jS�-�j -_{ ( % _., - CLEAN OUT TO BE INSTALLED ,i I I t q / - .:... ... ,.,.,rr. .,._.r... .;:. .-. ,..a .. !r S(, t -i- t (rrrrr! 4f r •f tf , : a Ar TIMI J. BUILDING r t ,,.___-._. - _,- �. '•�� , .,: a-+ :: -.,, r ..--,.,� -_"- " . .. Y ....: G , .._ i'.r- " J � °tf v Vf 6" CC)113FRUCTIOP4 ma==r {r I` - - - - - 1 rr -- i. <tr �.t�� 4 �.�:•c''•�- 9 � j}�^--- / rH1GK GUNCc�c (E - z �, z Y � , � �?, t" .,^`: ., J ° - :;:_, ..:: •�.____ ;- -' -�-=-3 - Ufa s; ::,^ -.. .?�l� f •e.:-� - .!� -�i \. - ^� 1 7{71ti ' 1. t o- ^,=ZFt !' f sF.. z ;:, .•,� 12 J r n• r A � � 3~ t jt :_ 1 ,., ,..' .0,xE IJl f . .. .: !€..,>.. , .,:,' --.-:: ,. t :-;a.,,_.:,y;.„.>:i, � SS cr i -....,•'-., '--�-F^'-"-�-1• ELLE-,...�'---�,--� -. tFLOOR •.v. •;a 4" 6 OF 3141 CRUSHED GRAVEL AB , ! "RiVEVVAIUr - v j SE f i BI1.�c + .,. r c. s. a ,:•�. � ,, ._ ,.\,/ � <l 1, �\..' ix'., ,L, 11 rR1NUa Pl1r{UP1 �Jd 1 1 - LLI si�e�.5iaa {!7 ?'5� e > , J. TT iRTiIN:COMPACTED SUBGRAUE A _ r � NOTES: L+ i- LOCATIONS OGAIONS OF SERVICES VARY, E_ L SHc .TS IQ 11.L 1. G 1GKWTF I_IlLLrAEE TTHE�EGIFlGJ\TIaoOl 2. a'rlSEPARATION S_rVEcNcERIIGEr FOR SEWER, R, 6� - :,f,,•,/,,,i,':Yr,< y, ',< .Jr. '.,„ >,Y r ,/ L,,'.L.Y•.i,\'�•Y/' / '•./,!..\„�y�!, •y-: `"7. r t :`�J j%LjJ"fi;\,' 1-u- �r�- s i _ t 1F THIS 6AR S _O r MEASURE E THE E PROJECT GEOTECHNICAL ?FF AND ' -rH� E k_ tjGEN SLVfGR AND 1rCR,C1" ON 22x31 SHEET or 1(2' ON IcdUC. 3. 1£1fDE DRIVEWAYS FOR 2 -STORY UNITS. 11x17 SHEET,THEN DRAWING 13 Ltl 4. 11 -VIDE DRIVEWAYS FOR 3 -STORY IJNITS. ta' ELBOW ' NOT TO SCALE {a/ - it" SiSk't'•JER SERVICES. NOTES: N O N C R E i PA V E M E i �7 � 6 6. 1 PLATER SERVICES. ASSUMES NO TIRE SPRINKL ERS. 1, REFERENCE ISIAPIC SD -50(3 ' ��/ � �� � � � � � � �� � ��� �j 1 ie 1 I ��'� � � 1> DATE: OCTOBER 27, 2x17 -� 13 7_ SEE SEVifER CLEANOUT DETAIL'1a, THIS SHEET. I I N E = r`- SCALE: NTS t3 PROJECT: '170005 �- SCALE-, NTS TYPICAL 4-PLEX BUILT)INGL YOU -SEWCLEANOUT 1 L7 SCALE: NCS i t 13 SCALE: N,rS 19 HST 13 OF 1.3