HomeMy WebLinkAboutApproved Pinedale Subdivision CDs APPROVED FOR CONSTRUCTION : BA83A4CB-1360-4E03-8A14-5E29C530F870
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UNION PACIFIC RAILROAD _ _ � - •1 O
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~ - — ,_•.� C1.0 LEGEND & NOTES
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C3.0 GRADING r^ '
C4.0 LAYOUT
C5.0 UTILITIES
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APPROVED FOR CONSTRUCT ^ `41
QLPE PLAN REVIEW M!
These plans and/or specifications have been ( y )
NOTE reviewed by a Qualified Licensed Professional
Engineer (QLPE) for compliance with IDAPA
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS 58.01.08 and 58.01.16 as allowed under
SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, Idaho Code 39-118. If construction does not
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR commence within twelve (12) months of this
COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE approval date, plans and/or specifications
ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF CERTIFICATE OF COMPS ANCE must be resubmitted for review.
THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS DocuSignedby:
—
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 W^&—
SHALL BE RETAINED AND PROTECTED. EXISTING CONDITIONS AND STRUCTURES THAT ARE DAMAGED DURING THE SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN 1252410/5/2022
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 QLPE Engineer Lic. No. Date DRAWN BY: KES
THE CONTRACTOR SHALL BE REQUIRED AND RESPONSIBLE TO POTHOLE FOR ALL EXISTING UTILITIES TO VERIFY ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR Keller Associates, Inc. • 208-288-1992 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: 9/26/2022
Project Contacts Datum: Notes: Disclaimer: REVISIONS
Developer: Planning and Zoning: Utility Locator Service: BASIS OF BEARING: 1 . ALL CONSTRUCTION SHALL CONFORM WITH LOCAL & STATE BUILDING, PLUMBING, AND ELECTRICAL CODE. It is understood that these plans # DATE
Pine Project, LLC. City of Meridian Planning and Dig Line were designed in accordance with z --/--/----
2338 West Boulder Bar Drive Development Services Ph: 1(800)-342-1585 WESTERLY LINE OF SUBJECT PROPERTY BEING N00°52'04"E AS 2. LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND BASED UPON INFORMATION PROVIDED BY standard practices widely accepted # --/--/----
Meridian, Idaho 83646 Ph: (208) 884-5533 UTILITY COMPANIES AND FIELD OBSERVATIONS. ACCURACY OF LOCATIONS OF ALL UNDERGROUND UTILITIES IS through the field of civil engineering Contact: Bruce Hessing ESTABLISHED BETWEEN FOUND MONUMENTS g g g #
Email: bruce.hesscom@aol.com Sewer & Water: NEITHER GUARANTEED NOR WARRANTED. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND and surveying. Although the plans
City of Meridian Public Works VERTICAL DATUM: VERIFYING ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. represented here have been Project No.
Ph: (208) 898-5500 designed by, or under the direct
3. PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR SHALL FILE A "NOTICE OF INTENT TO AL R21228
NAVD 88, BROUGHT TO THE SITE VIA STATIC OBSERVATION supervision of, a registered S�oN EN
Civil Engineer &Civil Engineer 8c surveyor: Idaho
Power: PROCESSED THROUGH THE NGS OPUS UTILITY OBTAIN COVERAGE UNDER THE NDPDES GENERAL PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH professional engineer, :�o\STERFo�'�F�
Ackerman-Estvold Ph: (208) 388-6320 CONSTRUCTION ACTIVITY (NOI). Ackerman—Estvold will not be TITLESHEET
7661 W Riverside Dr. Ste 102 responsible for the accuracy of any
Garden City, ID 83714 Gas: physical work that is not 6
Ph: (208) 853-6470 Intermountain Gas Company constructed under the direct full 7 -\ P -
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Contact: Antonio Conti, PE, PLS antonio.contiC�?ackerman—estvold.com ersonne e Ph; (208) 377-6863 tim observation of pl � F OF �� o�' CO.O
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Digline: (800) 342-1585 �0 M
employed by Ackerman—Estvold.
APPROVED FOR CONSTRUCTION
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CITY OF MERIDIAN STANDARD NOTES (MARCH 2O15] M
GENERAL CONSTRUCTION PRESSURIZED IRRIGATION PROPOSED TOPOGRAPHY FEATURES PROPOSED UTILITIES GENERAL ABBREVIATIONS o Q
FM FM Sanitary Sewer Force Main A C) 5-
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS ARV -Air Release Valve O U -
CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 1905 Proposed Topographic Contour (Major) ASME -American Society Of Mechanical Engineers OC On Center "� CD 0 0
CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY O Sanitary Sewer Manhole ASTM -American Society Of Testing Materials OD -Outside Diameter �G O - m SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE 1902 Proposed Topographic Contour (Minor) AVAR -Air Vacuum And Air Release C-D z
STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO P c�
0 Sanitary Sewer Cleanout w �, o
(ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF B PV -Pavement EIsl
Proposed Curb & Gutter BFP -Backflow Preventer PSI -Pounds Per Square Inch cu L
DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS MERIDIAN WATER DEPARTMENT. p
SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. -ss ss Sanitary Sewer Gravity Main BLDG -Building PVC -Polyvinyl Chloride ICJT >< i r
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2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN Sign (Single or Double Post) a?
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STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY DRAINAGE Storm Sewer Catch Basin C Q o
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ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE CB -Catch Basin QTY -Quantity
° Post or Bollard CIF -Cubic Foot .� 0
WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR 001Storm Sewer Inlet Manhole CFS -Cubic Feet Per Second R o CM
SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE O - o �
WORK ORDER UNTIL THE SITUATION IS RESOLVED. FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE d Mail Box Cl -Cast Iron RBR -Rebar a3 ti _
FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER CJ -Construction Joint RCP -Reinforced Concrete Pipe N o
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR O Storm Sewer Manhole
ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE -Control Joint RJ -Restrained Joint o M z
CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Asphalt Pavement Hatch CL -Centerline ono _
INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE pC o
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL APPROPRIATE PERMIT. Storm Sewer End Section CLR -Clear S N o
ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. Concrete Pavement Hatch CMP -Corrugated Metal Pipe S -Slope N
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS CO -Cleanout SF -Square Feet
sT sT Storm Sewer Gravity Main CNC -Concrete SS -Sanitary Sewer T_
ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY Gravel Pavement Hatch
BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR CU -Cubic SSMH -Sanitary Sewer Manhole
NOTICE. OO Water Manhole CY -Cubic Yard SD -Storm Sewer
NOTES:GENERAL
STA -Station
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS D STD -Standard
PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR 1 . ALL WORK SHALL CONFORM TO THE PROJECT NOTES, DETAILS, CONSTRUCTED BY THEIR WORK CREWS UNTIL THE WORK IS Fire Hydrant DTL -Detail SDMH -Storm Sewer Manhole
CLOSE WATER VALVES. SPECIFICATIONS, AND THE CITY OF MERIDIAN STANDARDS. WHERE ACCEPTED BY THE OWNER FOR CONTINUOUS OPERATION AND DI -Ductile Iron
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE NOT SPECIFIED, ALL WORK SHALL CONFORM TO THE 2020, OR MAINTENANCE. N Water Valve DIA -Diameter T
MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST MOST CURRENT, EDITION OF THE IDAHO STANDARDS FOR PUBLIC DIM -Dimension
OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS WORKS CONSTRUCTION (ISPWC). IN THE EVENT THAT ANY OF THESE 18. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL DIP -Ductile Iron Pipe TBC -Top Back Curb
SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT STANDARDS CONFLICT, THE MORE STRINGENT SHALL BE THE APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY INCLUDING, 9 Water Curb Stop DR -Drain TOC -Top Of Concrete
MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONTROLLING STANDARDS OR SPECIFICATIONS. BUT NOT LIMITED TO, SAFE WORKING PRACTICES WITHIN AND DWG -Drawing TOG -Top Of Grout
CONSTRUCTION NOTE NO. 1. AROUND THE CONSTRUCTION AREA. IN ADDITION, JURISDICTIONAL -W-W Water Main TOW -Top Of Wall
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE 2. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" SHALL AGENCIES, THE OWNER, AND THE PROJECT ENGINEER SHALL NOT E TYP -Typical
BE USED BY THE PROJECT CONTRACTOR(S). USE OF ANY PLANS BE RESPONSIBLE FOR ENFORCING SAFETY REGULATIONS.
APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING , _ EX -Existing
ON THE JOB WITHOUT THE "APPROVED FOR CONSTRUCTION" STAMP i i i i i-i i Water Fittings
OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF - - EL -Elevation U
ASPHALT PAVING. SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK ORDER. 19. THE CONTRACTOR IS TO OBTAIN ALL APPLICABLE PERMITS. EP -Edge Of Pavement U -U Post
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND 3. THE CONTRACTOR SHALL KEEP ONSITE AT ALL TIMES A COPY OF 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND Water Reducer EJ -Expansion Joint UV -Ultra Violet
SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, THE APPROVED CONSTRUCTION PLANS. THESE PLANS SHALL BE DISPOSAL OF ANY EXCESS ONSITE MATERIALS AS NECESSARY TO
AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT USED TO RECORD THE ACTUAL LOCATIONS OF THE CONSTRUCTED COMPLETE THE PROJECT. F V
7 Water Cap FF -Finish Floor VERT -Vertical
RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE PIPELINES) AND ANY OTHER UTILITIES ENCOUNTERED. THE
WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE CONTRACTOR SHALL PROVIDE THESE RECORDED LOCATIONS TO THE 21 . IF ANY ITEMS OF SUSPECTED HISTORICAL OR ARCHAEOLOGICAL FG -Finish Grade VCP -Vitrified Clay Pipe
APPROVED CONSTRUCTION PLANS. PROJECT ENGINEER FOR USE IN THE PRODUCTION OF RECORD VALUE ARE DISCOVERED DURING CONSTRUCTION, THE CONTRACTOR FH -Fire Hydrant
DRAWINGS PRIOR TO FINAL APPROVAL/ACCEPTANCE OF THE WILL BE REQUIRED TO STOP WORK AND CONTACT THE OWNER, FL -Flowline W
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST PROJECT. PROJECT ENGINEER, AS WELL AS THE STATE HISTORICAL FT -Feet W -Water
HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO PRESERVATION OFFICE. W/ -With
CONSTRUCTION. 4. EXISTING SITE INFORMATION INCLUDING THE LOCATION OF EXISTING G W/O -Without
1 1. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL SITE CONDITIONS AND SURFACE TOPOGRAPHY AS SHOWN ON THESE 22. IF DURING CONSTRUCTION OF THE PROJECT, AN UNDERGROUND GAL Gallon WS -Water Surface
CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING PLANS HAS BEEN PROVIDED BY ACKERMAN-ESTVOLD. THE EXISTING STORAGE TANK, BURIED DRUM, OTHER CONTAINER, CONTAMINATED GPM -Gallons Per Minute WSP -Welded Steel Pipe
DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN SITE INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE SOIL, OR DEBRIS NOT SCHEDULED FOR REMOVAL UNDER THE GV -Gate Valve
STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE CONTRACTOR AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR'S CONTRACT IS DISCOVERED, THE CONTRACTOR SHALL IMMEDIATELY X
APPROVED IN WRITING FROM THE CITY ENGINEER. CONSTRUCTION SURVEY PRIOR TO THE START OF ANY PROJECT NOTIFY THE OWNER AND THE PROJECT ENGINEER. NO ATTEMPT H X Chisel 'X'
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHALL BE MADE TO EXCAVATE, OPEN, OR REMOVE SUCH MATERIAL HP -Horsepower
WATER PROVIDING ALL CONSTRUCTION STAKING. WITHOUT WRITTEN APPROVAL. HWL -High Water Level Y
5. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING YD -Yard UJ
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE UNDERGROUND UTILITIES AS SHOWN ON THESE DRAWINGS WERE I YR -Year
OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE ID -Inside Diameter w
STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL ACHD STANDARD NOTES IN -Inch Z O
(IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS INV -Invert Elevation ZON -Zoning
REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF
REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. SUCH UNDERGROUND UTILITIES. THE PROJECT ENGINEER ASSUMES IP -Iron Pin
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF
NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND DELINEATION OF SUCH UNDERGROUND UTILITIES, OR THE EXISTENCE (ACHD) RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE J �/
IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY BE OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION OF A TRAVEL LANE. JT -Joint
NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO 4). PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF
TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY EXACT EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD M Q
SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE START OF ANY WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS M Meter O
APPROVED IN WRITING BY THE DISTRICT. A CRITICAL FACTOR.
WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER PROJECT CONSTRUCTION. ANY LOCATION WHICH MAY POSE A MGD -Million Gallons Per Day z =
CONFLICT WITH THE PROPOSED CONSTRUCTION MUST BE REPORTED 5). ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED MH -Manhole
SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 2. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. /1 Q
CONSTRUCTION.
RULES IDAPA 58.01.16 . TO THE PROJECT ENGINEER PRIOR TO THE START OF ANY PROJECT MISC -Miscellaneous 00
( ) ACHD RIGHT-OF-WAY OR EASEMENT INCLUDING BUT NOT LIMITED MJ -Mechanical Joint \` -
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE TO STORM DRAIN CONSTRUCTION, TRENCH BACKFILL PROCEDURES, 11. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT
WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX 6. THE CONTRACTOR SHALL CALL DIG LINE (800-342-1585) TO ROAD WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE N Z
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(6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND LOCATE ALL EXISTING UTILITIES AT LEAST THREE (3) DAYS PRIOR BE DONE WITHIN THE EXISTING RIGHT-OF-WAY WILL REQUIRE A SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC NTS -Not To Scale �/ Q
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) TO THE START OF CONSTRUCTION. SEPARATE PERMIT THROUGH ACHD CONSTRUCTION SERVICES SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE -
INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER Q
IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 7. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER A MINIMUM REQUESTED THROUGH ACHD INSPECTION SERVICES, 208-387-6284, ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. w 1 1 1
DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE OF SEVENTY-TWO (72) HOURS PRIOR TO THE START OF PROJECT A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. L.LJ w
CONSTRUCTION. 12. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT 7 C
WASTEWATER RULES (IDAPA 58.01.16). 3. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY L L
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO EXCAVATE IN PUBLIC CONSTRUCTION OF ANY UTILITY WILL BE COORDINATED AND AND EXISTING PAVEMENT MARKINGS.
WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT RIGHT OF WAY, FROM THE CITY OF MERIDIAN PRIOR TO THE START APPROVED THROUGH CONSTRUCTION SERVICES OF ACHD, Q
FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). OF PROJECT CONSTRUCTION. 208-387-6280, PRIOR TO INITIATING ANY CONSTRUCTION. 13. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST
BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS g THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING RIGHT-OF-WAY PERMIT. w
WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS.
CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTROL ASSOCIATED WITH THE PROJECT AND SHALL AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED z
LJ`CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. DEVELOP/SUBMIT A PLAN TO THE PROJECT ENGINEER FOR 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. GRADING, DRAINAGE, AND EROSION CONTROL NOTES:
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
SEWER PROVIDED AT NO ADDITIONAL COST TO THE OWNER. RAMPS WITHIN ACHD RIGHT-OF-WAY. DOMES SHALL BE 1 . ANY DISTURBED SOILS SHALL BE RECOMPACTED OR REMOVED AND
10. THE CONTRACTOR SHALL MAINTAIN TRAFFIC ACCESS AT THE END OF
CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO REPLACED WITH CONTROLLED, COMPACTED FILL. LOOSE LIFT M 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE EACH DAY AND PROVIDE DETOURS OR ONE-WAY TRAFFIC DURING THE CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT THICKNESS SHALL NOT EXCEED SIX (6) INCHES. FILL SHALL BE
ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. COMPACTED TO AT LEAST 98% OF ASTM D698 (STANDARD PROCTOR)
STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS CONSTRUCTION. WHEN CONSTRUCTION TECHNIQUES ALLOW, WITHIN -3% TO +3% OF OPTIMUM MOISTURE CONTENT. COMPACTION
THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONTRACTOR SHALL PROVIDE ACCESS THROUGH THE CONSTRUCTION 6. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO IN TRENCHES SHALL BE OBTAINED USING A VIBRATORY SHEEPS FOOT
CONSTRUCTION NOTE NO. 1. ZONE TO PRIVATE PROPERTIES. ACCOMMODATE THE COLLAR REQUIREMENT PER ISPWC SD-616 AND COMPACTOR.
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND 11 . CONTRACTOR SHALL SECURE ALL NECESSARY PERMITTING FROM THE BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC.
NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEA) PRIOR TO 2. SUBGRADE PREPARATION SHALL BE PERFORMED BENEATH ALL
IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS 7. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE PROPOSED PAVEMENTS. THE SOIL SHALL BE SCARIFIED TO A DEPTH
NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN THE START OF PROJECT CONSTRUCTION, IF TRENCH DEWATERING IS REQUIRED, CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY OF 12" BELOW SUBGRADE AND RECOMPACTED TO AT LEAST 98% OF
ASTM D698 STANDARD PROCTOR WITHIN -3% TO +3% OF OPTIMUM
TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL PROJECT ENGINEER PRIOR TO COMMENCEMENT OF DEWATERING CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET ( )
SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE OPERATIONS. IMPROVEMENTS. MOISTURE CONTENT.
WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER 3. ALL TOPSOIL IN CONSTRUCTION AREAS SHALL BE STRIPPED AND
SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 12. DURING SERVICE CONNECTIONS, GROUNDWATER LEVELS SHALL BE 8. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD SEPARATED FROM OTHER INORGANIC SOIL MATERIALS. THE
RULES (IDAPA 58.01.16). MAINTAINED ONE (1 ') FOOT OR MORE BELOW PIPE INVERTS PER ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DRAWN BY: KES
DISTRICT. CONTACT THE DISTRICTS UTILITY COORDINATOR AT CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT THE
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE ISPWC. ONCE DEWATERING OPERATIONS CEASE, CONTRACTOR SHALL 208-387-6258 (WITH FILE NUMBERS) FOR DETAILS. MIXING OF TOPSOIL WITH OTHER MATERIALS. THE TOPSOIL SHALL BE CHECKED BY: AMC
WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES OR RESPREAD TO A DEPTH OF AT LEAST SIX (6) INCHES. REFER TO
(6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND STORMDRAIN FACILITIES THAT ARE SILTED DUE TO THEIR DEWATERING 9C. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY THE SPECIFICATIONS FOR SEEDING REQUIREMENTS. NOTE:
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) EFFORTS. APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD DATE: 9/26/2022
INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED 13. THE CONTRACTOR SHALL PROTECT ALL EXISTING MONUMENTS, RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT 4. EXCESS MATERIAL (TOPSOIL/CLAY/GRAVEL, ETC.) SHALL BECOME THE THIS IS A GENERAL LIST OF SYMBOLS, LINES
SURVEY MARKERS, STREET SIGNS, UTILITIES, IRRIGATION LINES,
IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC SECTION OR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF AND ABBREVIATIONS. NOT ALL ARE USED ON REVISIONS
DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE ROADWAYS SHALL BE SP-3, 0.50 INCH ( ") MIX, PG 64-28 FIVE SITE.
PAVEMENT, TREES, FENCES, AND ANY OTHER IMPORTANT OBJECTS 3„
WASTEWATER RULES (IDAPA 58.01.16). ON/OR ADJACENT TO THE JOB SITE FROM DAMAGE AND REPAIR OR (5 ) INCHES OF ASPHALT, AS A MINIMUM WITH 4 INCHES OF a 5. CONTRACTOR SHALL PLACE EROSION CONTROLS AS NECESSARY THIS PROJECT AND SOME MAY NOT BE SHOWN. # DATE
REPLACE DAMAGED FACILITIES AS REQUIRED BY THE OWNER AND MINUS CRUSHED AGGREGATE, AND 25 INCHES OF 6 MINUS PIT
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS RUN. USE WHICHEVER PAVEMENT SECTION IS GREATER. ALL DURING CONSTRUCTION. FINAL EROSION CONTROL MEASURES SHALL
PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER THE PROJECT ENGINEER. ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE BE CONSTRUCTED WITHIN 30 DAYS OF COMPLETING UNDERGROUND -/ -/
TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY UTILITY CONSTRUCTION. #WORK AND SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 6. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN SITE AND SHALL # __/--/----
ROADWAY ANY DISCREPANCIES. 10. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE CORRECT ANY EROSION ISSUES IMMEDIATELY.
15. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE Project No.
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY DRAWINGS MUST BE REVIEWED AND APPROVED BY THE PROJECT
PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 7. SEEDING TYPE, LOCATION, AND APPLICATION RATES SHALL BE PER R21228
THE ISPWC. CONTRACTOR SHALL ONLY SEED BETWEEN MAY 1 AND
ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ENGINEER BEFORE CHANGES ARE MADE. THIS INCLUDES CHANGES HIGHWAY CUTS OF THE ACHD POLICY MANUAL. S�ONAL EE
ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY REQUESTED BY THE OWNER AND SUBCONTRACTORS. 1). ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE JUNE 15 OR SEPTEMBER 1 TO OCTOBER 15. S Ci
CONSTRUCTION. PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY 8 CONTRACTOR SHALL WARRANTY SEEDING UNTIL VEGETATION IS G\STERFo 1C�� LEGEND &
16. CONTRACTOR SHALL PROVIDE THE PROJECT ENGINEER WITH ONE AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS.
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC 2). IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% ESTABLISHED AT A RATE OF NOT LESS THAN 80% COVERAGE. 6 NOTES
RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. COPY OF RED AS-BUILT DRAWINGS PRIOR TO PROJECT OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE
ACCEPTANCE IFF DEEMED NECESSARY. � 9/26/22�0
ENTIRE ROADWAY SURFACE. 7
17. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL WORK 3). CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO �/']O�E OF �� G��� C 1 .0
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\ # DATE
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Project No.
R21228
S�ONAL
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I \ 9 \ \ \ SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC W
\ 4 V A V A
\ \ \ \ \ \ \ INSTALL 4"SANITARY SEWER SERVICE @ 2.0%MIN SLOPE 0
\ \ \ \ O PER STANDARD DETAIL SW3 AND DIVISION 500 OF THE — F—
\\ \V A CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO V) /1
THE ISPWC.SERVICES SHALL MAINTAIN A MINIMUM OF 5 �J
4 \ \ \\ \ \\ FEET OF SEPARATION FROM ANY OTHER SEWER SERVICE.
Lot 4 \ \ \
\ \ 4,326 SF \ \\ A PROVIDE REQUIRED SEPARATION,SEE CITY OF MERIDIAN
5 SEWER NOTES 2&3,SHEET C1.0 AND CITY OF MERIDIAN
\ \Lot 6 \ \ \ \\ SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. Z Z
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\ \ \ O VERIFY DEPTH PRIOR TO COMMENCING CONSTRUCTION.
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\ \ ROW.CONTRACTOR TO REMOVE EXISTING BLOW OFF. J Z
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�— SPECIFICATIONS TO THE ISPWC DETAIL W1. LENGTH AS
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OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE LIJ
ISPWC DETAILS SW3,W1,W3,AND W6.
INSTALL 4"SINGLE WATER METER AND SETTER PER CITY
10 OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE `^
ISPWC DETAILS SW3,W1,W2,AND W6. �J
INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN
11 SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC DETAIL
W8 AND W9.
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14T-8"PVC@0.60
QLPE PLAN REVIEW
EX 8"Sanitary Sewer
2550 2550 These plans and/or specifications have been REVISIONS
^ reviewed by a Qualified Licensed Professional # DATE
EO
Engineer (QLPE) for compliance with IDAPA
0 0 0 oN 58.01.08 and 58.01.16 as allowed under 1 --/--/----
II
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DocuSigned by: R21228
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D 12524 10/5/2022 ��c,�STERFO/���
QLPE Engineer Lic. No. Date UTILITIES
2540 1 1 2540 1
Keller Associates, Inc. • 208-288-1992 6
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/ \ Scale: 1"=20'
\ \ \\\ CITY OF MERIDIAN STREET LIGHT NOTES
\\ 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE
\ IN ACCORDANCE WITH THE CURRENT VERSION OF
\ THE ISPWC, THE MERIDIAN SUPPLEMENTAL
\ \ SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL
\\ ELECTRIC CODE.
\ \ 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE
\ OPENED PRIOR TO STARTING WORK. USE THE
\ \ ONLINE CITIZEN PORTAL AT
Lot 8 \ HTTPS:HCITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/
\ 9,971 SF \\ TO OPEN A PERMIT AND REQUEST INSPECTIONS.
Lot 1 \ \
4,552 SF Lot 2 \ \ 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE
\ \4,107 SF CONCRETE BASE REINFORCING, BEDDING, BACKFILL,
� \
\ \ AND FOR THE POLE AND ASSOCIATED WIRING.
\ 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN.
\ \ \\ FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2'
\\ MIN. FROM WATER METERS.
5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX UJ
\ LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING w
OF THIS PLAN SHEET TO THE STREET LIGHTING
ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO O
54694C Type 2 \ \\ THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR
\ TO REQUESTING FINAL INSPECTION. ` ^
6. CONTACT THE CITY TRANSPORTATION AND UTILITY \
\ \ COORDINATOR (208)898-5500 FOR QUESTIONS / Q
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\ \ LOCKED METER PEDESTALS. Q IZ
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\ \ \ AND BASE PER CITY OF MERIDIAN STANDARD
DETAIL T2 AND T3. INSTALLATION SHALL w
/ Lot 3 \ \ \ CONFORM TO THE CITY OF MERIDIAN PUBLIC
5,522 SF \ WORKS DEPARTMENT DESIGN STANDARD
\ \ 2016, SECTION 6.
\ O LUMINAIRES SHALL BE LED FIXTURES THAT M
\ \ ARE ON THE APPROVED FIXTURE LIST OR ( y )
\ < \ HAVE BEEN PRE-APPROVED IN WRITING BY
\ V A THE CITY'S TRANSPORTATION AND UTILITY
Lot 4 \ \ COORDINATOR. SEE MERIDIAN DESIGN
4,326 SF \ STANDARDS DRAWING 6C, NOTE 2 FOR
Lot 7 \ \ ADDITIONAL DETAILS.
4,148 SF � Lot 6 \ \ \ \
4,029 SF Lot 5 \ \ \ \
4,112 SF \ \
\ \ \ \ \\ DRAWN BY: KES
\ CHECKED BY: AMC
\ DATE: 9/26/2022
\ REVISIONS
\ # DATE
\ 0 --/--/----
# --/--/----
# --/--/----
Project No.
R21228
SXONAL
�G\STERFo���F
6 LIGHTING
�,9/26/22�0
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