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Home My WebLink AboutTitle Sheet & Index 1 Agency Review Plan Copy �3 C Not For Construction Z M 1 O-November-2023 0- 00 DATE: C4 8 E 0 Preliminary Water Service & Sanitary Sewer Construction Plans Z -a Lo 0 ZM C-�j +r- _j Vicinity Map Waterline Construction Notes SheetIndex V) 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 1 TITLE SHEET AND NOTES Z ........... REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. --------------- ...... 2 FINAL PAT > 0 ............... ------------ -------...... 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FOR A 2.1 FINAL PLAT C CO POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 18 'INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE Uj 4 3 PLAN/PROFILE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 24 .................. CY) 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF 6 FEET. WHERE IT IS NECESS Y FO ............. ........... ............ -------------- AR R A POTABLE WATER MAIN ........... AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 18-INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAtiO RULES FOR Z 75 v) cn Cli .............. ........... ........... -------------- 00 PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ............... .... .................. .... ---------------- 0 CY) 0 4. PLACE WATER SERVICE LINES IN A 2-INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). U C\j C\j _F------------- ------------------- J 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR NOT TO SCALE ........... SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. ........... 0 6. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET. .................... ........ ............... L.................._J ........... 7. CONTRACTOR REQUIRED TO VERIFY THAT THE PIPE JOINT DEFLECTION ANGLE DOES NOT EXCEED 1/2 OF MANUFACTURER'S ALLOWABIE DEFLECTION ANGLE. .............. .............------- ............................ ------ ........... ---------- .................._W ine Ave ............ ........ ..... ...... ........ City of Meridian Submittal Information ........................ ....... ----------- [7............. ............ ........... XXXX SUBMITTAL NO: XXXXX ............. ---------- ........... ............. -------------- ---------..... ............. ............... ................. X .............. --------------- ............ ........... Sanitary Sewer Construction Notes ............... .............. T---------- ......... ......... i 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 .14 ..........J P ....................... ........... ........... ............----------- CONSTRUCTION NOTE NO. 1. .......... ....... ................ ........................... . ................. POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE Erosion Control - Storm Water Pollution Prevention Note C) W I d d ve . ............ --------------- ---------- 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 10, FEET. WHERE IT IS NECESSARY FOR A IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 1. PRIOR TO CONSTRUCTION CONTRACTORS SHALL BE RESPONSIBLE TO VERIFY THAT A NOTICE OF INTENT TO CONSTRUCT (NOI) -------------------- ---------------- S 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ............ HAS BEEN FILED AND ACCEPTED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE CONTRACTOR(S) SHALL BE AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR -------------- - c- ............ ------- ............ ....... ........... ........... RESPONSIBLE FOR COMPLYING WITH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). ........... -4................ PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES 00' C/7) (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A 6-INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). ----------- ------- ---- ................-------- .......... .......---------- .......... ............. C ! #1 V-m, B-rLc---d Ave . .......... ......... TBM Fire Department Note r4 ----------- ALL COMMON DRIVEWAYS AND ALLEYS SHALL BE MAINTAINED AT ALL TIMES FOR ACCESS BY FIRE, POLICE, AND EMS AT ALL TIMES OF THE YEAR. ........... Roadway Construction Notes "-4 =3 C 0 Cr 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY- FOUR 24) HOURS PRIOR TO ANY CONSTRUCTION. A J 0-----------L J -1Y TRENCHES ABOVE THE PIPE ZONE. -------- 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY TO INCLUDE UTILI 00 ---------- ....... ............ ................ ........................... ----------- ......................... Construction Staking Note C C) M ........... ----------- 1 THE CONTRACTOR SHALL VERIFY CONSTRUCTION STAKES WITH THE CONSTRUCTION PLANS AND THE PROJECT BENCHMARK PRIOR TO CONSTRUCTING THE IMPROVEMENTS REFERENCED BY THESE CONSTRUCTION PLANS. IF A DISCREPANCY IS 0 3: OBSERVEDL BETWEEN CONSTRUCTION STAKING AND THE CONSTRUCTION PLANS THE CONTRACTOR SHALL CONTACT THE DESIGN �2 .2 6 Benchmark Information (NAVD 88 DATum) ENGINEER FOR CLARIFICATION PRIOR TO THE START OF PLACEMENT OF THE IMPROVEMENT. C14 Q co TBM #1 SET MAG NAIL SOUTH WEST SIDE OF WEST BROADWAY AVENUE. 0 LO 0- U-) ELEVATION 2593.94 con 0 .2 C 4.5 0 (n Pressurized Irrigation Construction Notes CP ZZ V) 0 -0 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE SETTLERS IRRIGATION DISTRICT, WHICH IS THE PRIMARY WATER SOURCE. -0 M -0 C Cn 2. PRIMARY WATER SOURCE SURFACE WATER SHOULD BE UTILIZED IF AVAILABLE, SECONDARY WATER SOURCE IS SUPPLIED BY THE CITY OF MERIDIAN POTABI F WATER SYSTEM. 0 0 3. THIS DEVELOPMENT WILL BE ADDING THREE (3) NEW SERVICES TO THE EXISTING PRESSURE IRRIGATION MAINLINE SYSTEM IN FULFER SUBDIVISION NO. 6 THAT IS OWNED AND OPERATED BYTHE FULFER 0 SUBDIVISION HOME OWNERS ASSOCIATION. =3 0 General Construction Notes Idaho Digline, Inc. - 811 City of Meridian QR Code < Drainage Construction Notes *CALL BEFORE YOU DIG* 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 8310 W. USTICK RD. STE. 100 a saw a SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, AND THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF 1. FORANYDRAINAGE FACILITIESWITHIN 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 BOISE, ID 83704 THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BYTHE MERIDIAN PLUMBING OFFICIAL 1-800-342-1585 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 UNDER THE APPROPRIATE PERMIT. (208) 342-1585 ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. Ada County Highway District General Notes 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 24-HOUR PRIOR NOTICE. 1 ALL WORK SHALL BE DONE IN ACCO RDANCE WITH THE LATEST EDITION OF THE I.S.P.W.C. AND ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS AND THE I.S.P.W.C. WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. Contact Information 2. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING FACILITIES WITHIN THE CONSTRUC11ON AREA UNTIL IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, TRACY ROBERTSON CONTRACTORS SHALLFURNISH PROOF THAT ALL MATERIALSL INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 3. 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 AKR ENTERPRISES LLC, FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 3350 SELATIR PL. 8. WORK SUBJECT TO APPROVAL BY MY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO: 4. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES AND THE JURISDICTIONAL BODY OR AS SET FORTH THEREIN WHICHEVER IS MORE MERIDIAN, ID 83642 (A) BACKFILLING TRENCHES FOR PIPE RESTRICTIVE. 208-631-0712 (B) PLACING OF AGGREGATE BASE 5. 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 (C) PLACING OF CONCRETE WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE,TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. (D) PLACING OF ASPHALT PAVING. 6. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO: (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE' 9. INSPECTION' APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. 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. 7. ALL CONTRACTORS WORKING WITHIN THE PUBLICLROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM A.C.H.D. AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. CONSTRUCTION. 11. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF CONSTRUCTION STAKES WITH THE PROJECT BENCHMARK AND CONSTRUCTION PLANS PRIOR TO CONSTRUCTING THE IMPROVEMENT 8. STREET CONSTRUCTION INSPECTION WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE PERFORMED BY THE ADA COUNTY HIGHWAY DISTRICT. CONTACT ACHD INSPECTION SERVICES AT 387-6284 A MINIMUM OF 24-HOURS REFERENCED BY THE CONSTRUCTION STAKE. TO REQUESTING AN INSPECTION. 12. THE CONCRETE CONTRACTOR SHALL CALL CENTURION ENGINEERS, INC. AT LEAST 24 HOURS PRIOR TO PLACING CONCRETE FOR A STRING LINE INSPECTION. THIS INSPECTION BY CENTURION ENGINEERS, 9. ALL STREET WIDENING CUTS SHOWN HEREON SHALL CONFORM TO THE I.S.P.W.C. SD-301 AND ACHD SUPPLEMENTAL DRAWINGS SD-303 & SD-806. (3 INC. DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF COMPLYING WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. 10. IF ANY UTILITY OR IRRIGATION FACILITY INTERFERES WITH REQUIRED STREET IMPROVEMENTS ALL SUCH UTILITIES OR IRRIGATION FACILITIES WILL BE RELOCATED AS TO NOT INTERFERE WITH REQUIRED STREET IMPROVEMENTS AT THE OWNERS EXPENSE. ALL IRRIGATION FACILITY IMPROVEMENTS SHALL BE APPROVED BY SOUTH BOISE MUTUAL IRRIGATION COMPANY. P 11. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY L DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE 12. ACHD INSPECTION STAFF CLOSELY MONITORS PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. CD 13. ALL PAVEMENT CUTS MUST BE A MINIMUM OF 2 FEET WIDE. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE YEAR MORATORIUM, A WRITTEN REQUEST MUST BE DIRECTED TO 04 THE ACHD UTILITY COORDINATOR AND APPROVED BY THE PAVEMENT CUT REVIEW COMMITTEE. C) Cq L;j TO USE 14. CONSTRUCTION OF ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR C.D 3 THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP-3, 1/2" MIX, PG 64-28 5" THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 25" OF 6" MINUS PIT RUN; MINOR ARTERIAL ROADWAYS SHALL BE ER, M Lqji SP-3, 1/2" MIX, PC 64-28 5" THICK, AS A MINIMUM WITH 4" OF 314" BASE. AND 257 OF 6" MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 1/2" MIX, -C, W M C14 M PG 64-28, 3- THICK, AS A MINIMUM WITH 4" OF 3/4' BASE AND 20 OF 6" MINUS PIT RUN; LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3, 1/2" MIX, PG 58 M 9 C-) MINIMUM WITH - OF 3/4- BASE AND 14- OF 6" MINUS PIT RUN. USf- WHICHEVER PAVEMf-NT 5f_CTION / GR -T R. -28 2-1/2n THICK, AS A 11 U_j Ld 4 5 EA f Ljj Se ; U.,81 W C-5 C� �E W Uj a- 15. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FIH PER ISPWC n U CL in SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FIH PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 16. TRUNCATED DOMES SHALL BE INSTALLED IN ALL PEDESTRIAN RAMPS LOCATED WINN THE RIGHT-OF-WAY PER I.S.P.W.C. SD-712. DOMES SHALL BE RIGID INSERTSL WE-S.ET INTO CONCRETE (CONCRETE STAMPS SHEET NO: AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED "TRAFFIC YELLOW 17. PRIOR TO PLACEMENT OF ANY PAVEMENT.MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE'WITH POLICY AND EXISTING PAVEMENT MARKINGS. ....................... Robertson Square Subdivision wFay 4TAL OF �LL IBE L --FIC Ad