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HomeMy WebLinkAboutAutocad File V13 0' CITY OF M ERIDIAN SEWER A ND W A TER EA SEMENT PER INST. NO. 2018- 098357 24' SEWER A ND W A TER EA SEMENT 10' PUBLIC UTILITY, PROPERTY DRA INAGE, PRESSURIZED IRRIGA TION, A ND LA NDSCA PE EA SEMENT PER BOUNTIFUL COMMONS SUBDIVISION (BK 115, PA GE 17336) 10' PUBLIC UTILITY, PROPERTY DRA INAGE, PRESSURIZED IRRIGA TION, A ND LA NDSCA PE EA SEMENT PER BOUNTIFUL COMMONS SUBDIVISION (BK 115, PA GE 17336) 25' CITY OF M ERIDIAN LA NDSCA PE BUFFER PER TA BLE 11- 2B- 3 10' PUBLIC UTILITY, PROPERTY DRA INAGE, PRESSURIZED IRRIGA TION, A ND LA NDSCA PE EA SEMENT PER BOUNTIFUL COMMONS SUBDIVISION (BK 115, PA GE 17336) SSMH RIM = 2574.73 8" PVC (S) IE = 2571.04 SSMH RIM = 2575.13 8" PVC (N) IE = 2570.13 8" PVC (SW) IE = 2570.03 INSTA LL 100 LF 4" PVC SEWER SERVICE @ 1.0% INSTA LL 17 LF 2" PE W A TER SERVICE 3 IE 2572.51 1 2 INSTA LL 188 LF 2" PE W A TER SERVICE 5 4 IE 2572.53 INSTA LL 100 LF 4" PVC SEWER SERVICE @ 1.0% IE 2573.51 IE 2573.53 INSTA LL 34 LF 4" PVC SEWER SERVICE @ 1.0% IE 2573.85 INSTA LL 34 LF 4" PVC SEWER SERVICE @ 1.0% IE 2573.87 7 6 6 7 6 6 A SPHA LT SA W CUT 8 8 9 6' 6' PROJECT: 30' CITY OF M ERIDIAN SEWER A ND W A TER EA SEMENT PER INST. NO. 2018- 098357 24' SEWER A ND W A TER EA SEMENT 10' PUBLIC UTILITY, PROPERTY DRA INAGE, PRESSURIZED IRRIGA TION, A ND LA NDSCA PE EA SEMENT PER BOUNTIFUL COMMONS SUBDIVISION (BK 115, PA GE 17336) 10' PUBLIC UTILITY, PROPERTY DRA INAGE, PRESSURIZED IRRIGA TION, A ND LA NDSCA PE EA SEMENT PER BOUNTIFUL COMMONS SUBDIVISION (BK 115, PA GE 17336) 25' CITY OF M ERIDIAN LA NDSCA PE BUFFER PER TA BLE 11- 2B- 3 10' PUBLIC UTILITY, PROPERTY DRA INAGE, PRESSURIZED IRRIGA TION, A ND LA NDSCA PE EA SEMENT PER BOUNTIFUL COMMONS SUBDIVISION (BK 115, PA GE 17336) SSMH RIM = 2574.73 8" PVC (S) IE = 2571.04 4" PVC SEWER SERVICE IE = 2564.60 4" PVC SEWER SERVICE IE = 2565.20 SSMH RIM = 2575.13 8" PVC (N) IE = 2570.13 8" PVC (SW) IE = 2570.03 INSTA LL 100 LF 4" PVC SEWER SERVICE @ 1.0% INSTA LL 17 LF 2" PE W A TER SERVICE 3 7 IE 2572.51 INSTA LL 97 LF 6" PVC SEWER SERVICE @ 1.0% IE 2567.70 1 2 INSTA LL 188 LF 2" PE W A TER SERVICE 5 4 IE 2572.53 INSTA LL 100 LF 4" PVC SEWER SERVICE @ 1.0% IE 2573.51 IE 2573.53 INSTA LL 34 LF 4" PVC SEWER SERVICE @ 1.0% IE 2573.85 INSTA LL 34 LF 4" PVC SEWER SERVICE @ 1.0% IE 2573.87 7 6 6 7 6 6 A SPHA LT SA W CUT 8 8 9 6' 6' 03/31/22 PBA-2022-0004 DATE: NO. ITEM DATE REVISIONS SHEET NO. CHECKED BY: DRAWN BY: DESIGN BY: 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com BOUNTIFUL COMMONS LOTS 1 & 4 UTILITIES MERIDIAN, IDAHO UTILITY PLAN 1 OF 1 21-224 2/1/22 KSK HIH HIH 0 30 60 90 N 1. CONNECT 2" W A TER SERVICE TO EXISTING 8" W A TERMA IN. CONTRACTOR TO CONFIRM SIZE A ND LOCATION OF EXISTING W A TERMA IN PRIOR TO CONSTRUCTION. 2 . INSTALL 2 " W ATER M ETER PER ISPWC SD- 402 . 3. CA P A ND M A RK PER ISPWC SD- 512. PAINT BLUE. 4. CONNECT TO EXISTING 8" SEWER M A IN A T IE 2571.53 . CONTRACTOR TO FIELD VERIFY SIZE, LOCATION, A ND INVERT OF EXISTING SEWER M A IN PRIOR TO CONSTRUCTION. 5. CONNECT TO EXISTING 8" SEWER M A IN A T IE 2571.51 . CONTRACTOR TO FIELD VERIFY SIZE, LOCATION, A ND INVERT OF EXISTING SEWER M A IN PRIOR TO CONSTRUCTION. 6 . INSTALL 4" CLEAN-OUT. 7. CA P A ND M A RK PER ISPWC SD- 512. 8. M A INTA IN 18" VERTICA L SEPA RA TION BETWEEN POTABLE/NON-POTABLE M A INS A ND SERVICES. CONTRACTOR TO INSTA LL VERTICA L BENDS IN W A TER M A IN/SERVICES IF NECESSA RY. 9. SA W CUT A SPHA LT PA TCH BA CK FROM EXISTING EDGE OF PA VEMENT - SA W CUT A ND PA VEMENT PA TCH PER ISPWC SD- 301, SD- 303, A ND SD- 806. CONSTRUCT A LL PA VEMENT M A TCHES (INCLUDING REPA IRS) W ITHIN RIGHT-OF-W A Y TO M A TCH THE EXISTING STREET PA VEMENT SECTION. UTILITY KEYNOTES S W M IRR W V 1. THE LOCATION OF EXISTING UTILITIES A RE SHOWN IN A N A PPROXIMA TE W A Y ONLY. THE CONTRACTOR SHA LL COMPLY W ITH IDAHO CODE, CHAPTER 22, TITLE 55 REGA RDING UNDERGROUND FA CILITIES DA M A GE PREVENTION. THE CONTRACTOR SHA LL CONTACT THE A PPROPRIA TE UTILITY COMPANIES OR DIGLINE (1- 800- 342- 1585) FOR EXA CT LOCATION A M INIMUM OF 48 HOURS PRIOR TO DIGGING. SHEET NOTES BOUNTIFUL COMMONS LOTS 1 & 4 UTILITIES FEBRUARY, 2022 MERIDIAN, IDAHO CONSTRUCTION PLANS C0.0 COVER C1.0 UTILITY SERVICE PLAN SHEET INDEX VICINITY MAP - N.T.S- W . PLAZA SHOPS DR. W . CHINDEN BLVD N. LINDER RD. PROJECT LOCATION LEGEND F OUND 1/2 " REBAR 5 /8" REBAR F IRE HYDRANT W ATER M ETER W ATER VALVE SEWER M ANHOLE LID SEWER CLEAN-OUT PRESSURE IRRIGATION VALVE PROPERTY BOUNDARY LINE ADJACENT BOUNDARY LINE LOT LINE EASEMENT LINE SAWCUT LINE W ATER LINE SEWER LINE POWER LINE PRESSURE IRRIGATION LINE EDGE OF PAVEMENT EDGE OF GRAVEL ASPHALT PAVEMENT ENGINEER KM ENGINEERING, LLP 5725 NORTH DISCOVERY W A Y BOISE, IDAHO 83713 PHONE: (208) 639- 6939 FA X: (208) 639- 6930 CONTACT: KELLY KEHRER, P.E. EM A IL: kelly@km engllp.com CONTACT INFORMATION 1. CONTRACTOR SHA LL, A T A LL TIMES, HAVE ON SITE, A COPY OF THE M OST CURRENT EDITION OF THE IDAHO STA NDARDS FOR PUBLIC W ORKS CONSTRUCTION (ISPWC). 2. THE SUPPLEMENTA L SPECIFICA TIONS THAT GOVERN THE PROJECT W ILL BE THE M ERIDIAN SUPPLEMENTA L CONDITIONS IN A FFECT ON THE DA TE THE PLA NS W ERE A PPROVED FOR CONSTRUCTION. 3. A DDENDUMS TO THE SPECIFICA TIONS A RE A VA ILABLE ON THE CITY'S W EB SITE w w w .m eridiancity.org 4. A LL A DDENDUMS IN EFFECT A T THE TIMES THE PLA NS A RE A PPROVED M UST A LSO BE A DHERED TO. 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTA L SPECIFICA TION ON THE JOB SITE, IT COULD BE GROUNDS FOR A "STOP W ORK" ORDER UNTIL THE SITUA TION IS RESOLVED. MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS CITY OF MERIDIAN GENERAL NOTES STA NDARD NOTES FOR REVISED M A RCH 2018 RESIDENTIA L/COMMERCIA L SUBDIVISIONS A ND COMMERCIA L PROJECTS GENERA L CONSTRUCTION 1. A LL CONSTRUCTION WORK SHA LL BE DONE IN A CCORDA NCE W ITH THE CURRENT VERSION OF THE IDAHO STA NDARDS FOR PUBLIC W ORKS CONSTRUCTION (ISPWC), THE CITY OF M ERIDIAN SUPPLEMENTA L SPECIFICA TIONS TO THE ISPWC (A ND A NY ADDENDUMS), M ERIDIAN DESIGN STA NDARDS, THE REQUIREMENTS OF THE A DA COUNTY HIGHWAY DISTRICT (A CHD), A ND/OR THE REQUIREMENTS OF THE IDAHO TRA NSPORTA TION DEPA RTMENT (ITD). THE M ORE STRINGENT OF ANY OF THESE STA NDARDS SHA LL BE THE CONTROLLING STA NDARDS OR SPECIFICA TIONS. 2. THE CONTRACTOR SHA LL HAVE A COPY OF THE LA TEST CITY OF MERIDIAN STA NDARD SPECIFICA TIONS A ND DRA W INGS ON SITE OR REA DILY A CCESSIBLE AT A LL TIMES DURING CONSTRUCTION (A VA ILABLE ON THE W EBSITE). FA ILURE TO HAVE A CCESS TO A CURRENT COPY OF THE STA NDARD SPECIFICA TIONS ON SITE COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUA TION IS RESOLVED. 3. THE CONTRACTOR SHA LL HAVE PLA NS STA M PED “A PPROVED FOR CONSTRUCTION” BY THE CITY OF MERIDIAN ON SITE A T A LL TIMES. 4. A LL CONTRACTORS, SUBCONTRACTORS, A ND UTILITY CONTRACTORS SHA LL ATTEND A PRE- CONSTRUCTION CONFERENCE PRIOR TO STA RT OF W ORK. 5. CONTRACTORS SHA LL NOTIFY THE APPROPRIA TE A GENCY W HEN M A TERIA LS A RE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO W ORK M A Y BEGIN ON A NY PROJECT W ITHOUT TW ENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHA LL NOTIFY THE PUBLIC W ORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR M A Y NOT OPEN OR CLOSE W A TER VA LVES. 7. A LL MATERIAL FURNISHED ON, OR FOR THE PROJECT M UST M EET THE M INIMUM REQUIREMENTS OF THE A PPROVING A GENCIES. A T THE REQUEST OF THE A PPROVING A GENCY OR THE DESIGN ENGINEER, CONTRACTORS SHA LL FURNISH PROOF THAT ALL M A TERIA LS INSTA LLED ON THIS PROJECT M EET THE SPECIFICA TION REQUIREMENTS SET FORTH IN GENERA L CONSTRUCTION NOTE NO. 1. 8. W ORK SUBJECT TO A PPROVA L BY A NY GOVERNMENTA L A GENCY M UST BE A PPROVED PRIOR TO (A ) BA CKFILLING TRENCHES FOR PIPE; (B) PLA CING OF A GGREGA TE BA SE; (C) PLA CING OF CONCRETE; (D) PLA CING OF A SPHA LT PA VING. 9. INSPECTION, APPROVA L, A ND FINAL A CCEPTA NCE OF A LL W A TER A ND SEWER CONSTRUCTION SHA LL BE BY THE PUBLIC W ORKS DEPA RTMENT, A ND THEIR DECISION SHA LL BE FINAL. SUCH INSPECTIONS SHA LL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE W ORK IN A N A CCEPTA BLE MANNER IN A CCORDA NCE W ITH THE DEQ/QLPE A PPROVED CONSTRUCTION PLA NS. 10. A NY DEVIA TION FROM THE A PPROVED PLA NS AND SPECIFICA TIONS MUST HAVE THE A PPLICA BLE A GENCY A PPROVA L IN W RITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTA LLA TION OF STREET LIGHTS, THE ELECTRICA L CONTRACTOR SHA LL OBTA IN AN ELECTRICA L PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC W ORKS DEPA RTMENT. A NY DEVIA TION IN STREET LIGHT LOCATIONS FROM THE A PPROVED PLA NS M UST BE A PPROVED IN W RITING FROM THE CITY ENGINEER. ROADWAY 1. A LL CONTRACTORS W ORKING W ITHIN THE PUBLIC ROAD RIGHT-OF-W A Y A RE REQUIRED TO SECURE A RIGHT-OF-W A Y CONSTRUCTION PERMIT FROM A CHD OR ITD A T LEA ST TW ENTY FOUR (24) HOURS PRIOR TO A NY CONSTRUCTION. 2. A CHD OR ITD WILL INSPECT A LL W ORK WITHIN THE PUBLIC RIGHTS-OF-W A Y TO INCLUDE UTILITY TRENCHES A BOVE THE PIPE ZONE. W A TER 1. CONSTRUCTION OF THE W A TER SYSTEM SHA LL CONFORM TO THE STA NDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING W A TER SYSTEMS (IDAPA 58.01.08)" A S W ELL A S THE STA NDARDS A ND SPECIFICA TIONS REFERRED TO IN GENERA L CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPA RA TION OF POTABLE WA TER MA INS AND NON-POTABLE WA TER MA INS (SA NITARY SEWER, STORM DRA IN, AND IRRIGATION) SHA LL BE A M INIMUM OF TEN (10) FEET. W HERE IT IS NECESSA RY FOR A POTABLE W A TER M A IN AND NON-POTABLE W A TER M A IN TO CROSS W ITH LESS THAN EIGHTEEN (18) INCHES OF VERTICA L SEPA RA TION, THE CROSSING SHA LL BE CONSTRUCTED IN A CCORDA NCE W ITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING W A TER SYSTEMS (IDAPA 58.01.08) A ND SECTION 430.02 OF THE W A STEWA TER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPA RA TION OF NON-POTABLE SERVICES A ND POTABLE W A TER SERVICES OR POTABLE W A TER M A INS SHA LL BE A M INIMUM OF SIX (6) FEET. W HERE IT IS NECESSA RY FOR A POTABLE WA TER MA IN AND NON-POTABLE W A TER M A IN TO CROSS W ITH LESS THAN EIGHTEEN (18) INCHES OF VERTICA L SEPA RA TION, THE CROSSING SHA LL BE CONSTRUCTED IN A CCORDA NCE W ITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING W A TER SYSTEMS (IDAPA 58.01.08) A ND SECTION 430.02 OF THE W A STEWA TER RULES (IDAPA 58.01.16). 4. PLA CE WATER SERVICE LINES IN A TW O (2) INCH DIAMETER PIPE SLEEVE W HEREVER THE SERVICE LINE CROSSES A STORMWA TER TREA TM ENT FA CILITY (I.E. SEEPA GE BEDS, DRA INAGE SWA LES). 5. THE CONTRA CTOR SHA LL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WA TER SERVICE TO ALL EXISTING WA TER USERS A FFECTED BY CONSTRUCTION. IF W A TER SERVICE M UST BE INTERRUPTED, THE CONTRACTOR SHA LL COORDINATE WITH THE PUBLIC W ORKS INSPECTOR. SEWER 1. CONSTRUCTION OF THE SEWER SYSTEM SHA LL CONFORM TO THE STA NDARDS IN THE W A STEWA TER RULES (IDAPA 58.01.16) A S W ELL A S THE STA NDARDS A ND SPECIFICA TIONS REFERRED TO IN GENERA L CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPA RA TION OF POTABLE WA TER MA INS AND NON-POTABLE WA TER MA INS (SA NITARY SEWER, STORM DRA IN, AND IRRIGATION) SHA LL BE A M INIMUM OF TEN (10) FEET. W HERE IT IS NECESSA RY FOR A POTABLE W A TER M A IN AND NON-POTABLE W A TER M A IN TO CROSS W ITH LESS THAN EIGHTEEN (18) INCHES OF VERTICA L SEPA RA TION, THE CROSSING SHA LL BE CONSTRUCTED IN A CCORDA NCE W ITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING W A TER SYSTEMS (IDAPA 58.01.08) A ND SECTION 430.02 OF THE W A STEWA TER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPA RA TION OF NON-POTABLE SERVICES A ND POTABLE W A TER SERVICES OR POTABLE W A TER M A INS SHA LL BE A M INIMUM OF SIX (6) FEET. W HERE IT IS NECESSA RY FOR A POTABLE WA TER MA IN AND NON-POTABLE W A TER M A IN TO CROSS W ITH LESS THAN EIGHTEEN (18) INCHES OF VERTICA L SEPA RA TION, THE CROSSING SHA LL BE CONSTRUCTED IN A CCORDA NCE W ITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING W A TER SYSTEMS (IDAPA 58.01.08) A ND SECTION 430.02 OF THE W A STEWA TER RULES (IDAPA 58.01.16). 4. PLA CE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER W A TER CLA SS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORMWA TER TREA TM ENT FA CILITY (I.E., SEEPA GE BEDS, DRA INAGE SWA LES). PRESSURIZED IRRIGA TION 1. THE PRESSURIZED IRRIGATION SYSTEM M UST BE BUILT TO THE STA NDARDS OF THE IRRIGA TION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTA LL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE W A TER SYSTEM A ND THE PRESSURE IRRIGA TION SYSTEM . THE DEVICE MUST BE A PPROVED BY THE IDAHO DEPA RTMENT OF ENVIRONMENTAL QUALITY (DEQ) A ND THE CITY OF M ERIDIAN W A TER DEPA RTMENT. DRA INAGE 1. FOR ANY DRA INAGE FA CILITIES W ITHIN A PUBLIC RIGHT-OF-W A Y, A CHD OR ITD SHA LL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVA TE DRA INAGE FA CILITIES THE PROJECT ENGINEER OR ARCHITECT SHA LL BE RESPONSIBLE FOR INSPECTION A ND CERTIFICA TION OF DRA INAGE FA CILITIES; HOWEVER A NY ROOF DRA INAGE A ND PIPING TO THE DRA INAGE FA CILITIES W ILL BE INSPECTED BY THE M ERIDIAN PLUMBING OFFICIAL UNDER THE A PPROPRIA TE PERMIT. VERTICAL DATUM 1. VERTICA L DA TUM IS NAVD 88. 2- 1- 22 G 1 1 61 6 O H A D I F O R E R H E K Y E R E T S I L A N O I S S E F O R P A T S L E K E E T L E E N I G N E R R D 03/31/22 PBA-2022-0004