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HomeMy WebLinkAboutPZ - Utility Stub Design �y lcl- T pp- 00 0 E COMPASS POINTE O � i Z Q _ (� U .N 2J O -2N - a > Who i.1..1 E N °e r ti o � - UTILITY STUB OUTS C/) � � z MERIDIAN IDAHO CQ - No O T s ICTOR -ROAD-=- *r � � .•,fit••, ` fd �- r• PROJECT SITE �• _ Revisions * - aWE IDIAN ti CIVIL SHEET INDEX - ! Vkbr41 lhpartnfen4 } - � Gqn nWutm.f==xbl-gciM. - - Sheet Sheet Title C0.0 TITLESHEET NOTES UJ IMPROVEMENT PLANS y f Z �•'� O � � _ > O O PF r � 0 O i * l--- Z At ILL. 0 . ~ w M C N TY M A P NOT TO SCALE O U NOTE THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF CERTFICATE OF COMPLIANCE THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SHALL BE RETAINED AND PROTECTED. EXISTING CONDITIONS AND STRUCTURES THAT ARE DAMAGED DURING THE SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN COURSE OF CONSTRUCTIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. EFFECT AT THE TIME OF PREPARATION. THE DESIGN PROFESSIONAL DRAWN BY: AMC THE CONTRACTOR SHALL BE REQUIRED AND RESPONSIBLE TO POTHOLE FOR ALL EXISTING UTILITIES TO VERIFY ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR CHECKED BY: AMC EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF DEMOLITION AND EXCAVATION ACTIVITIES. DEFICIENCIES IN THE DESIGN. ALL VARIANCES, LISTED BY DATE AND SHORT DESCRIPTIONS, WERE APPROVED FOR THE PROJECT: NONE DATE: 03/05/23 Project Contacts Datum: Notes: Disclaimer: REVISIONS Owner/Developer: Planning and Zoning: Gas: BASIS OF BEARING: 1 . ALL CONSTRUCTION SHALL CONFORM WITH LOCAL & STATE BUILDING, PLUMBING, AND ELECTRICAL CODE. It is understood that these plans # DATE Butler Realty LLC City of Meridian Planning and Intermountain Gas Company were designed in accordance with ZI --/--/---- 1629 Main Street Development Services Ph; (208) 377-6863 NORTH LINE OF SECTION 30 T. 3N., R. 1E. BEING N89°42'04"E 2. LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND BASED UPON INFORMATION PROVIDED BY standard practices widely accepted # --/--/---- Redwood City, CA 94063 Ph: (208) 884-5533 Digline: (800) 342-1585 AS ESTABLISHED BETWEEN FOUND MONUMENTS UTILITY COMPANIES AND FIELD OBSERVATIONS. ACCURACY OF LOCATIONS OF ALL UNDERGROUND UTILITIES IS through the field of civil engineering NEITHER GUARANTEED NOR WARRANTED. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND # Civil Engineer & Surveyor: Sewer & Water: Utility Locator Service: and surveying. Although the plans Ackerman—Estvold City of Meridian Public Works Dig Line VERTICAL DATUM: VERIFYING ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. represented here have been Project No. 7661 W Riverside Dr. Ste 102 Ph: (208) 898-5500 Ph: 1(800)-342-1585 designed by, or under the direct R23010 Garden City, ID 83714 NAVD 88, BROUGHT TO THE SITE VIA STATIC OBSERVATION 3. PRIOR TO THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL FILE A "NOTICE OF INTENT TO supervision of, a registered S�oNAL E Ph: (208) 853-6470 Power: PROCESSED THROUGH THE NGS OPUS UTILITY OBTAIN COVERAGE UNDER THE NDPDES GENERAL PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH N��� Contact: Antonio Conti, PE, PLS Idaho Power professional engineer, ��G�STERFO antonio.conti©ackerman—estvold.com Ph: (208) 388-6320 CONSTRUCTION ACTIVITY (NOI). Ackerman—Estvold will not be TITLE SHEET responsible for the accuracy of any 6 physical work that is not � 03/05/23 0 constructed under the direct full 7��yTF of time observation of personnel o �o employed by Ackerman—Estvold. N/O M . C060 d' T CITY OF MERIDIAN STANDARD NOTES (MARCH PROPOSED TOPOGRAPHY FEATURES PROPOSED UTILITIES GENERAL ABBREVIATIONS 00 o E � GENERAL CONSTRUCTION PRESSURIZED IRRIGATION FM FM Sanitary Sewer Force Main A Z o Q 0 � 1905 Proposed Topographic Contour (Major) ARV -Air Release Valve O U .� ASME -American Society Of Mechanical Engineers OC On Center J m Sanitary Sewer Manhole CD > 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS ASTM -American Society Of Testing Materials OD -Outside Diameter N - CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 1902 Proposed Topographic Contour (Minor) AVAR -Air Vacuum And Air Release a O °� o CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY v Sanitary Sewer Cleanout P > C.DCz z SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE Proposed Curb & Gutter B PV -Pavement E o BFP -Backflow Preventer PSI -Pounds Per Square Inch W cv a ._� STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO -ss ss Sanitary Sewer Gravity Main BLDG -Building PVC -Polyvinyl Chloride � o Z2 (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF Sign (Single or Double Post) UJ cz DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS MERIDIAN WATER DEPARTMENT. }? SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. Storm Sewer Catch Basin C Q Cn o Post or Bollard CB -Catch Basin QTY -Quantity z 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN DRAINAGE CIF -Cubic Foot o STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY d O Storm Sewer Inlet Manhole CFS -Cubic Feet Per Second R 001 o C ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE Mail Box CI -Cast Iron RBR -Rebar ti WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR -c:; - STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE Storm Sewer Manhole CJ -Construction Joint RCP -Reinforced Concrete Pipe N co 0 WORK ORDER UNTIL THE SITUATION IS RESOLVED. FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE Asphalt Pavement Hatch -Control Joint RJ -Restrained JointW aD M z FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER CL -Centerline ? 0 Storm Sewer End Section 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR � CLR -Clear S o0 CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE Concrete Pavement Hatch CMP -Corru ated Metal Pie S -Slo e INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE g p p � No 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL APPROPRIATE PERMIT. sr sT Storm Sewer Gravity Main CO -Cleanout SF -Square Feet ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. Gravel Pavement Hatch CNC -Concrete SS -Sanitary Sewer r 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS CU -Cubic SSMH -Sanitary Sewer Manhole � ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY e Water Manhole CY -Cubic Yard SD -Storm Sewer r- BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR STA -Station NOTICE. GENERAL NOTES: Fire Hydrant D STD -Standard DTL -Detail SDMH -Storm Sewer Manhole 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS DI -Ductile Iron PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR 1 . ALL WORK SHALL CONFORM TO THE PROJECT NOTES, DETAILS, Water Valve DIA -Diameter T CLOSE WATER VALVES. SPECIFICATIONS, AND THE CITY OF MERIDIAN STANDARDS. WHERE 17. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL WORK - NOT SPECIFIED, ALL WORK SHALL CONFORM TO THE 2020, OR CONSTRUCTED BY THEIR WORK CREWS UNTIL THE WORK IS DIM -Dimension 7. ALL MATERIAL FURNISHED ON, FOR THE PROJECT MUST MEET THE MOST CURRENT, EDITION OF THE IDAHO STANDARDS FOR PUBLIC ACCEPTED BY THE OWNER FOR CONTINUOUS OPERATION AND e Water Curb Stop DIP -Ductile Iron Pipe TBC -Top Back Curb MINIMUM REQUIREMENTS OF THEE APPROVING AGENCIES. AT THE REQUEST WORKS CONSTRUCTION (ISPWC). IN THE EVENT THAT ANY OF THESE MAINTENANCE. DR -Drain TOC -Top Of Concrete OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS STANDARDS CONFLICT THE MORE STRINGENT SHALL BE THE DWG -Drawing TOG -Top Of Grout , SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT -W-W Water Main TOW -To Of Wall MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONTROLLING STANDARDS OR SPECIFICATIONS. 18. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL p CONSTRUCTION NOTE NO. 1. APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY INCLUDING, _ E TYP -Typical 2. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" SHALL BUT NOT LIMITED TO, SAFE WORKING PRACTICES WITHIN AND i i i i ' i i-i _i Water Fittings EX -Existing 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE BE USED BY THE PROJECT CONTRACTOR(S). USE OF ANY PLANS AROUND THE CONSTRUCTION AREA. IN ADDITION, JURISDICTIONAL EL -Elevation U APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING ON THE JOB WITHOUT THE "APPROVED FOR CONSTRUCTION" STAMP AGENCIES, THE OWNER, AND THE PROJECT ENGINEER SHALL NOT EP -Edge Of Pavement U -U Post OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK ORDER. BE RESPONSIBLE FOR ENFORCING SAFETY REGULATIONS. Water Reducer EJ -Expansion Joint UV -Ultra Violet ASPHALT PAVING. 3. THE CONTRACTOR SHALL KEEP ONSITE AT ALL TIMES A COPY OF 19. THE CONTRACTOR IS TO OBTAIN ALL APPLICABLE PERMITS. F V 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND THE APPROVED CONSTRUCTION PLANS. THESE PLANS SHALL BE � Water Cap SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, FF -Finish Floor VERT -Vertical AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT USED TO RECORD THE ACTUAL LOCATIONS OF THE CONSTRUCTED 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND FG -Finish Grade VCP -Vitrified Clay Pipe RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE PIPELINES) AND ANY OTHER UTILITIES ENCOUNTERED. THE DISPOSAL OF ANY EXCESS ONSITE MATERIALS AS NECESSARY TO FH -Fire Hydrant WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE CONTRACTOR SHALL PROVIDE THESE RECORDED LOCATIONS TO THE COMPLETE THE PROJECT. FL -Flowline W PROJECT ENGINEER FOR USE IN THE PRODUCTION OF RECORD FT -Feet W -Water APPROVED CONSTRUCTION PLANS. DRAWINGS PRIOR TO FINAL APPROVAL/ACCEPTANCE OF THE 21 . IF ANY ITEMS OF SUSPECTED HISTORICAL OR ARCHAEOLOGICAL W/ -With 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST PROJECT. VALUE ARE DISCOVERED DURING CONSTRUCTION, THE CONTRACTOR G W/O -Without HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO WILL BE REQUIRED TO STOP WORK AND CONTACT THE OWNER, GAL -Gallon WS -Water Surface CONSTRUCTION. 4. EXISTING SITE INFORMATION INCLUDING THE LOCATION OF EXISTING PROJECT ENGINEER, AS WELL AS THE STATE HISTORICAL SITE CONDITIONS AND SURFACE TOPOGRAPHY AS SHOWN ON THESE PRESERVATION OFFICE. GPM -Gallons Per Minute WSP -Welded Steel Pipe 1 1. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL PLANS HAS BEEN PROVIDED BY ACKERMAN-ESTVOLD. THE EXISTING GV -Gate Valve CONTRACTOR SHALL OBTAIN ELECTRICAL PERMIT FROM THE BUILDING SITE INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE 22. IF DURING CONSTRUCTION OF THE PROJECT, AN UNDERGROUND X DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN CONTRACTOR AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR'S STORAGE TANK, BURIED DRUM, OTHER CONTAINER, CONTAMINATED H X Chisel 'X' STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE CONSTRUCTION SURVEY PRIOR TO THE START OF ANY PROJECT SOIL, OR DEBRIS NOT SCHEDULED FOR REMOVAL UNDER THE HP -Horsepower APPROVED IN WRITING FROM THE CITY ENGINEER. CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACT IS DISCOVERED, THE CONTRACTOR SHALL IMMEDIATELY HWL -High Water Level Y PROVIDING ALL CONSTRUCTION STAKING. NOTIFY THE OWNER AND THE PROJECT ENGINEER. NO ATTEMPT YD -Yard WATER SHALL BE MADE TO EXCAVATE, OPEN, OR REMOVE SUCH MATERIAL I YR -Year 5. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING WITHOUT WRITTEN APPROVAL. ID -Inside Diameter UNDERGROUND UTILITIES AS SHOWN ON THESE DRAWINGS WERE IN -Inch Z 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE INV -Invert Elevation ZON -Zoning STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL ACHD STANDARD NOTES IP -Iron Pin L-1J (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. SUCH UNDERGROUND UTILITIES. THE PROJECT ENGINEER ASSUMES 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT 3). CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO J 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE (ACHD) RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF JT -Joint z NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND DELINEATION OF SUCH UNDERGROUND UTILITIES, OR THE EXISTENCE OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY BE (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO OF A TRAVEL LANE. M NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC 4). FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF M Meter 0 to IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY EXACT WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD MGD -Million Gallons Per Day � O TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL LOCATIONS OF EXISTING UTILITIES PRIOR TO THE START OF ANY APPROVED IN WRITING BY THE DISTRICT. INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS MH -Manhole : Q SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE PROJECT CONSTRUCTION. ANY LOCATION WHICH MAY POSE A A CRITICAL FACTOR. WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER MISC -Miscellaneous CONFLICT WITH THE PROPOSED CONSTRUCTION MUST BE REPORTED 2. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE 5). ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED MJ -Mechanical Joint � SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER TO THE PROJECT ENGINEER PRIOR TO THE START OF ANY PROJECT ACHD RIGHT-OF-WAY OR EASEMENT INCLUDING BUT NOT LIMITED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. RULES (IDAPA 58.01.16). CONSTRUCTION. TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, N � Z 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE ROAD WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO 11. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT NTS -Not To Scale v ' � Q WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX 6. THE CONTRACTOR SHALL CALL DIG LINE (800-342-1585) TO BE DONE WITHIN THE EXISTING RIGHT-OF-WAY WILL REQUIRE A OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE LOCATE ALL EXISTING UTILITIES AT LEAST THREE (3) DAYS PRIOR SEPARATE PERMIT THROUGH ACHD CONSTRUCTION SERVICES SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC C) (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND TO THE START OF CONSTRUCTION. DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) REQUESTED THROUGH ACHD INSPECTION SERVICES, 208-387-6284, MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED 7. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER A MINIMUM A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. �z Cw IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC OF SEVENTY-TWO (72) HOURS PRIOR TO THE START OF PROJECT DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE CONSTRUCTION. 3. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE 12. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT WASTEWATER RULES (IDAPA 58.01.16). CONSTRUCTION OF ANY UTILITY WILL BE COORDINATED AND ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO EXCAVATE IN PUBLIC APPROVED THROUGH CONSTRUCTION SERVICES OF ACHD, AND EXISTING PAVEMENT MARKINGS. NOTE: O WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT RIGHT OF WAY, FROM THE CITY OF MERIDIAN PRIOR TO THE START 208-387-6280, PRIOR TO INITIATING ANY CONSTRUCTION. FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). OF PROJECT CONSTRUCTION. 13. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST THIS IS A GENERAL LIST OF SYMBOLS, LINES 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE U 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. RIGHT-OF-WAY PERMIT. AND ABBREVIATIONS. NOT ALL ARE USED ON WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONTROL ASSOCIATED WITH THE PROJECT AND SHALL AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED THIS PROJECT AND SOME MAY NOT BE SHOWN. CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE DEVELOP/SUBMIT A PLAN TO THE PROJECT ENGINEER FOR 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. GRADING, DRAINAGE, AND EROSION CONTROL NOTES: CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. APPROVAL PRIOR TO THE START OR PROJECT CONSTRUCTION. PLAN TO BE IN ACCORDANCE WITH MUTCD, THE CITY OF MERIDIAN AND 5. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN 1 . ANY DISTURBED SOILS SHALL BE RECOMPACTED OR REMOVED AND SEWER PROVIDED AT NO ADDITIONAL COST TO THE OWNER. RAMPS WITHIN ACHD RIGHT-OF-WAY. DOMES SHALL BE REPLACED WITH CONTROLLED, COMPACTED FILL. LOOSE LIFT CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THICKNESS SHALL NOT EXCEED SIX (6) INCHES. FILL SHALL BE 10. THE CONTRACTOR SHALL MAINTAIN TRAFFIC ACCESS AT THE END OF THE CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT COMPACTED TO AT LEAST 98% OF ASTM D698 (STANDARD PROCTOR) 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE EACH DAY AND PROVIDE DETOURS OR ONE-WAY TRAFFIC DURING ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. WITHIN -3% TO +3% OF OPTIMUM MOISTURE CONTENT. COMPACTION STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS CONSTRUCTION. WHEN CONSTRUCTION TECHNIQUES ALLOW, IN TRENCHES SHALL BE OBTAINED USING A VIBRATORY SHEEPS FOOT THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONTRACTOR SHALL PROVIDE ACCESS THROUGH THE CONSTRUCTION 6. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO COMPACTOR. CONSTRUCTION NOTE NO. 1. ZONE TO PRIVATE PROPERTIES. ACCOMMODATE THE COLLAR REQUIREMENT PER ISPWC SD-616 AND BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. 2. SUBGRADE PREPARATION SHALL BE PERFORMED BENEATH ALL 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND 11 . CONTRACTOR SHALL SECURE ALL NECESSARY PERMITTING FROM THE PROPOSED PAVEMENTS. THE SOIL SHALL BE SCARIFIED TO A DEPTH NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEQ) PRIOR TO 7. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE OF 12" BELOW SUBGRADE AND RECOMPACTED TO AT LEAST 98% OF IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS THE START OF PROJECT CONSTRUCTION, IF TRENCH DEWATERING IS GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY ASTM D698 (STANDARD PROCTOR) WITHIN -3% TO +3% OF OPTIMUM NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN REQUIRED, CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET MOISTURE CONTENT. TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL PROJECT ENGINEER PRIOR TO COMMENCEMENT OF DEWATERING IMPROVEMENTS. SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE OPERATIONS. 3. ALL TOPSOIL IN CONSTRUCTION AREAS SHALL BE STRIPPED AND WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER 8. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD SEPARATED FROM OTHER INORGANIC SOIL MATERIALS. THE DRAWN BY: AMC SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 12. DURING SERVICE CONNECTIONS, GROUNDWATER LEVELS SHALL BE ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT THE RULES (IDAPA 58.01.16). MAINTAINED ONE (1 ') FOOT OR MORE BELOW PIPE INVERTS PER DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT MIXING OF TOPSOIL WITH OTHER MATERIALS. THE TOPSOIL SHALL BE CHECKED BY: AMC ISPWC. ONCE DEWATERING OPERATIONS CEASE, CONTRACTOR SHALL 208-387-6258 (WITH FILE NUMBERS) FOR DETAILS. RESPREAD TO A DEPTH OF AT LEAST SIX (6) INCHES. REFER TO 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES OR THE SPECIFICATIONS FOR SEEDING REQUIREMENTS. DATE: 03/05/23 WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX STORMDRAIN FACILITIES THAT ARE SILTED DUE TO THEIR DEWATERING 9. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND EFFORTS. APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD 4. EXCESS MATERIAL (TOPSOIL/CLAY/GRAVEL, ETC.) SHALL BECOME THE NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF REVISIONS INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED 13. THE CONTRACTOR SHALL PROTECT ALL EXISTING MONUMENTS, SECTION OR TO USE THE FOLLOWING: LOCAL RESIDENTIAL SITE. IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC SURVEY MARKERS, STREET SIGNS, UTILITIES, IRRIGATION LINES, ROADWAYS SHALL BE SP-3, 0.50 INCH ("') MIX, PG 58-28 TWO # DATE DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE PAVEMENT, TREES, FENCES, AND ANY OTHER IMPORTANT OBJECTS AND A HALF (2.5") INCHES OF ASPHALT, AS A MINIMUM WITH 4 5. CONTRACTOR SHALL PLACE EROSION CONTROLS AS NECESSARY WASTEWATER RULES (IDAPA 58.01.16). ON/OR ADJACENT TO THE JOB SITE FROM DAMAGE AND REPAIR OR INCHES OF 4" MINUS CRUSHED AGGREGATE, AND 14 INCHES OF 6" DURING CONSTRUCTION. FINAL EROSION CONTROL MEASURES SHALL REPLACE DAMAGED FACILITIES AS REQUIRED BY THE OWNER AND MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION IS GREATER. BE CONSTRUCTED WITHIN 30 DAYS OF COMPLETING UNDERGROUND 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS THE PROJECT ENGINEER. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE UTILITY CONSTRUCTION. # --/--/---- PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 6. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN SITE AND SHALL # WORK AND SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF CORRECT ANY EROSION ISSUES IMMEDIATELY. ANY DISCREPANCIES. 10. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE Project No. ROADWAY ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE 7. SEEDING TYPE, LOCATION, AND APPLICATION RATES SHALL BE PER R23010 15. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 THE ISPWC. CONTRACTOR SHALL ONLY SEED BETWEEN MAY 1 AND �S\ONAL ENG DRAWINGS MUST BE REVIEWED AND APPROVED BY THE PROJECT HIGHWAY CUTS OF THE ACHD POLICY MANUAL. JUNE 15 OR SEPTEMBER 1 TO OCTOBER 15. � STERE ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PER 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT ENGINEER BEFORE CHANGES ARE MADE. THIS INCLUDES CHANGES 1). ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE �� PERMIT FROM O REQUESTED BY THE OWNER AND SUBCONTRACTORS. PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY 8. CONTRACTOR SHALL WARRANTY SEEDING UNTIL VEGETATION IS ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR To ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. ESTABLISHED AT A RATE OF NOT LESS THAN 80% COVERAGE. 6 NOTES CONSTRUCTION. 16. CONTRACTOR SHALL PROVIDE THE PROJECT ENGINEER WITH ONE 2). IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC COPY OF REDLINED AS-BUILT DRAWINGS PRIOR TO PROJECT OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE 03/05/23 0 RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. ACCEPTANCE IF DEEMED NECESSARY. ENTIRE ROADWAY SURFACE. �O TF L M . G C 1 • . . . . . . . . . . . . . . . . . . . ' T CM 00 2 E zo0 = 6 2 E 155 � > M T H A(48.0") STA 147+62 -VICTORY ROAD w C o STA= 147+51 -VICTORY ROAD HOT TAP INTO EX. 12" WATER .�.. C/) STA= 0+13.00, 0.0' - SEWER PROFILE MAIN. INSTALL 8"WATER u l o Y =_ Rim = 2654.03� VALVE PER ISPWC SD-406 U T INV in = 37 �Q EX. 12 WATER MAIN w INV Out= 2637.50 (12") — — — — — — — — — — — — — — — — — — - N z EX12°Sanitary sewer __ EX. 12" SEWER MAIN ss ss - ' p CZ SS SS - SS _ SS _ - LL_ co CEO co POTABLE/NON-POTABLE a� cy z po SEPARATION PER ISPWC ROAD UNDER ` 11.4' VICTORY ROAD OC C6 c SD-407 CONSTRUCTION }' c„ o � o � C1) N O 20 10 0 20 40 U — x -- ° Pvc csoo _ Graphic Scale: � _�-- �. MAIN �- �R— �---- ley � Attention is Drawn to the Fact That Drawing Scales May be �— — — x� — x— x— — x — x— >� lll . - Altered During Reproduction Processes. Scales Shown Hereon are Based on a Full Scale Sheet Size of 24"x 36". _ 10.0' - 10.0 H Scale: 1"=20' / 42197 SQ FT / V 1.4'WATER I ST LL 4" BLO F PER / A D SEWER IS W SD-4 CO A E M Et,� STA=�t79.09, 0.0' FUTURE Rim 2638.82 INV out= 263 .09 (8'.) ® '�'�"� DEVELOPMENT VICTORY ROAD IMPROVEMENTS � xi w / / \ a II 0 / _ / Cox zi w �I Q W LL X Zw 2660 2660 / x Z \ LU - 0 \ / / F\,UTU RE x o CO — / DEVELOPMENT I ap Z Z \ / x OU Q LL. / w S1 A 3+02 - LOCUST GROVE ROAD CwC \ — — — — — HOT TAP INTO EX. 24"WATER MAIN. 2650 2650 \ � ~ / INSTALL 8" WATER VALVE PER Q � w O w x I IS WC SD-406 0 Lu p� — II — — — SIN T 65 LF 8" PVC C 00 U TE MAIN \ / / INSTALL 4" LOW OFF PER \ x / �I PWC SD-405 I / x \ \ ► w I M � � xl a_ LLJ 2640 2640 x EL 66' -8" PVC @ 0.40% x w Eo o � 0 0 LOCUST GROVE ROAD IMPROVEMENTS DRAWN BY: AMC 00 O �pjN M } M II OpO�� ON j CHECKED BY: AMC + inNN OH.EO Q O N II U(n d'Z _ O V)az z U)�EZZ DATE: 03/05/23 2630 2630 REVISIONS o+00 1+00 # DATE 0 --/--/---- SANITARY SEWER PROFILE # --/--/---- # --/--/---- Project No. R23010 -TONAL E U IMPROVEMENT 6 PLAN 03/05/23 0 �/0 M 2