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CC - Utility Plan
CONTACT INFORMATION $xo AL ENGINEER ARCHITECT 4p� �ST�'� KM ENGINEERING, LLP ALC ARCHITECTURE 4 4 D YA 5725 NORTH DISCOVERY WAY 1119 STATE STREET #120 BOISE, IDAHO 83713 EAGLE, IDAHO 83616 11 PHONE: (208) 639-6939 PHONE: (208) 514-2713 N BUDGET BLINDS UTILITIES FAX: (208) 639-6930 CONTACT: JEFF LIKES Q. CONTACT: KELLY KEHRER, P.E. EMAIL: jeff@alcarchitecture.com OF 1� EMAIL: kelly@kmengllp.com 1850 W . EVEREST LANE LY Kl 2-1 _22 CITY OF MERIDIAN GENERAL NOTES MERIDIAN , IDAHO STANDARD NOTES FOR REVISED MARCH 2O18 RESIDENTIAL/COMMERCIAL SUBDIVISIONS AND CONSTRUCTION PLANS COMMERCIAL PROJECTS GENERAL CONSTRUCTION FEBRUARY, 2022 0 30 60 90 ui 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC o (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT VICINITY MAP (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A "STOP WORK" W. CHINDEN BLVD. ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT - - - - - - - - - - - - - - - - - - 1 - - - - - - W. CHINDEN BLVD Ll ALL TIMES. - - - - - - - - - - - - - - - - I I N - - - - - - - - - - - - - - - - - - - - - - Z 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE �GI G1 G GI G1 GI G- G1 G G G IR I I PROJECT Q PRIOR TO START OF WORK. X °- ° ° I LOCATION N 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK ° ' ° a ° °° ° ° ° a a ° - � ° - ° - a aJLu IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. - --- -- - - - -'- - ` -- -- - _--- - - --- ° ° " I w w 2573 O I -W. EVEREST LN. z 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE - - - - - - CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7RR =� 2573 --- - --- ---- ---- ---- ---- J 4-PI " .. 2572- .. 4"PI 4"PI 4"PI I Z 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING -- ---- ---- --- ---- -- - ---- _2571_- ---- - _ __ AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH a PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN J v~i°' z V)� I 1� GENERAL CONSTRUCTION NOTE N0. 1. z LN w Q I I 1 w 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING o uj o N z I 1 0 1 -N.T.S- 29 T7�� TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. =z 5.00' PUE EASEMENT z o uj Up I I. 15.00' EASEMENT FOR SHEET NOTES 9. INSPECTION, APPROVAL, AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC PER LOCHSA FALLS a biz a_ J I NORTH SLOUGH LATERAL WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR o FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE SUBDIVISION No. 12 o m o w m 1 No.1 PER INST. 1. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN z DEQ/QLPE APPROVED CONSTRUCTION PLANS. 1 o G_D / 1 1 No. 105015290 AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL Ln COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN I 0 I I , I REGARDING UNDERGROUND FACILITIES DAMAGE WRITING PRIOR TO CONSTRUCTION. ( I �- i .25� �� I 1 I PREVENTION. THE CONTRACTOR SHALL CONTACT THE 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL I 1 CROSS ACCESS EASEMENT APPROPRIATE UTILITY COMPANIES OR DIGLINE PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT 1 PER INST. No. 201 4-1 02385 (1-800-342-1585) FOR EXACT LOCATION A LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. I 1 I MINIMUM OF 48 HOURS PRIOR TO DIGGING. I 1 I ROADWAY I - I LEGEND 1 x I QO FOUND 5/8" REBAR 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY / 1 I w 1 CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 1 I 1 a I'_ I O FOUND 1/2" REBAR 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE I I I I I > I • SET 1/2" REBAR W/ PLASTIC CAP PIPE ZONE. I � O3 INSTALL 165 LF 2" PE I INSTALL 97 LF 6" PVCI I Z IPK PK NAIL WATER WATER SERVICE w SEWER SERVICE © 1.0% X CHISELED X IE 2567.70 Ln N I I I m FIRE HYDRANT 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC I I I I M m DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN _ _ 1 cn -D N ® WATER METER GENERAL CONSTRUCTION NOTE N0. 1. 1 1 w 1 6 x \ OC A z o wv 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 1 I I � / I Z m WATER VALVE DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER N I I w I ° m n MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 1 1 N m 4 WATER FAUCET THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 7' _ _ _ _ _ _ DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). t I 1 D I cn m OW WATER MANHOLE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS I coI \ I I a I o m� SQ SEWER MANHOLE LID m- 0 SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 1 I , WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE I 1 1 1 z z SEWER CLEAN-OUT 0 -4 W CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 19.3' SEWER AND WATER - (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). N I EASEMENT PER INST. No. I _ __ _ __ ___ ___ ____ IR GRAVITY IRRIGATION BOX 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A IN co 1 I 1P',- �P -- �-- -- P- -P-- _ RR PRESSURE IRRIGATION VALVE J O STORMWATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 1 ( 1 I �w a w a w s w a w G � Z 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS I I F_- - - - - - - 0 GAS MARKER Q AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH N 1 I a"s a"s a"s a"s a" - ❑T TELEPHONE PEDESTAL �_ THE PUBLIC WORKS INSPECTOR. I ,o I I I N. GERTIE PL. N SEWER I N I 6 IE 2566.73 II I " r 7� ---- ---- --- -- - ❑ TRANSFORMER 0 z 1 x , z � 1 SIGN Q 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 1 a a0 TREE m Q J 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. z I - o II I x ~ I - - PROPERTY BOUNDARY LINE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 1 w > 1 �n INSTALL 99 LF 6" PVC - I 1 - - ADJACENT BOUNDARY LINE W W DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER I I SEWER SERVICE ® 1.0% m 3 S MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, z D I 1 °° I ( G THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC �, I N w cn 1 ac, DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 1 I w� I - - - - - - - - - EASEMENT LINE Q 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS I I 1 i .00 I - - SAWCUT LINE m SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE �� I INSTALL 5 LF 6" PVC \ N I 1 �� i x x FENCE LINE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS N I SEWER SERVICE ® 1.0% O o I 1 1 (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). N 1 IE 2566.12 00 z° x 1 w w WATER LINE 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE 2 I 1 1 6 IE 2566.07� 1 i I s s SEWER LINE CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 1 w ~� - -�-- ---- ---- -- - - -- - - T - - - - - - - - - - --- ---- ---- --- �__ - ---- ---J 00 1 P P POWER LINE PRESSURIZED IRRIGATION - - - - 8 T T T T 2571-T T T T T I 1 T T TELEPHONE LINE 12 w 12 w 12 w 12"w "w 12"w 12"w i2"w 12"w 12"w i2"w 12"w 12"w "w i2�W °' I GI GI GRAVITY IRRIGATION LINE 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS INSTALL 18 LF 2" PE a BEING CONSTRUCTED. WATER SERVICE 1 ASPHALT SAWCUTO W. EVEREST LANE (PRIVATE) 2`S>> 1 PI PI PRESSURE IRRIGATION LINE 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND 8"s s e"s a"s a"s a"s a"s a"s a"s a"s a"s s s THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL INSTALL 31 LF 6" PVC a 1 - - - -2700- - EXISTING GRADE CONTOUR QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. _ - - - SEWER SERVICE @ 1.0% - - - -� SSMH 4 5 - - - - - - - - - - X � � ASPHALT PAVEMENT 5 DRAINAGE RIM = 2570.14 RIM = 2571.04 8" PVC (E) IE = 2565.04 8" PVC (E) IE = 2566.04 _ 8" PVC (W) IE = 2564.94 8" PVC (W) IE = 2565.94 UTILITY KEYNOTES 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT-OF-WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION - - - - - - 1. CONNECT 2" WATER SERVICE TO EXISTING 12" AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WATERMAIN. CONTRACTOR TO CONFIRM SIZE AND WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. 1 LOCATION OF EXISTING WATERMAIN PRIOR TO CONSTRUCTION. 2. INSTALL 2" WATER METER PER ISPWC SD-402. 3. CAP AND MARK PER ISPWC SD-512. PAINT BLUE. MERIDIAN STANDARD DRAWINGS AND SPECIFICATIONS 4. CONNECT TO EXISTING 8" SEWER MAIN AT IE 2565.74. CONTRACTOR TO FIELD VERIFY SIZE, LOCATION, AND 1. CONTRACTOR SHALL, AT ALL TIMES, HAVE ON SITE, A COPY OF THE MOST CURRENT EDITION OF THE IDAHO STANDARDS INVERT OF EXISTING SEWER MAIN PRIOR TO FOR PUBLIC WORKS CONSTRUCTION (ISPWC). CONSTRUCTION. 2. THE SUPPLEMENTAL SPECIFICATIONS THAT GOVERN THE PROJECT WILL BE THE MERIDIAN SUPPLEMENTAL CONDITIONS IN cm, AN* 5. CONNECT TO EXISTING 8" SEWER MAIN AT IE 2565.76. AFFECT ON THE DATE THE PLANS WERE APPROVED FOR CONSTRUCTION. Pubk CONTRACTOR TO FIELD VERIFY SIZE, LOCATION, AND %Marla Depe bmd INVERT OF EXISTING SEWER MAIN PRIOR TO 3. ADDENDUMS TO THE SPECIFICATIONS ARE AVAILABLE ON THE CITY'S WEB SITE www.meridiancity.orq Design&40anctru4d6n S4pp3vmvntai6peaNg4a6ne CONSTRUCTION. 4. ALL ADDENDUMS IN EFFECT AT THE TIMES THE PLANS ARE APPROVED MUST ALSO BE ADHERED TO. 6 E N G I N E E 4" CLEAN-OUT E I N G ■ ■ . . INSTALL . 5725 NORTH DISCOVERY WAY 5. IF THE CONTRACTOR DOES NOT HAVE A COPY OF THE CITY'S SUPPLEMENTAL SPECIFICATION ON THE JOB SITE, IT 7. CAP AND MARK PER ISPWC SD-512. BOISE, IDAHO 83713 COULD BE GROUNDS FOR A "STOP WORK" ORDER UNTIL THE SITUATION IS RESOLVED. r` PHONE(208)639-6939 8. MAINTAIN 18" VERTICAL SEPARATION BETWEEN kmengllp.com u u POTABLE/NON-POTABLE MAINS AND SERVICES. DESIGN BY: HIH CONTRACTOR TO INSTALL VERTICAL BENDS IN WATER MAIN/SERVICES IF NECESSARY. DRAWN BY: HIH 9. SAWCUT ASPHALT PATCH BACK FROM EXISTING EDGE OF CHECKED BY: KSK u PAVEMENT - SAWCUT AND PAVEMENT PATCH PER ISPWC ■ DATE: 2/1/22 SD-301, SD-303, AND SD-806. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING REPAIRS) WITHIN PROJECT: 21-125 VERTICAL DATUM RIGHT-OF-WAY TO MATCH THE EXISTING STREET SHEET NO. PAVEMENT SECTION. 1. VERTICAL DATUM IS NAVD 88. 1 OF 1