PZ - Revised C1.0 Notes & Legend CITY OF MERIDIAN STANDARD NOTES (MARCH 2O18�
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ROADWAY PROPOSED TOPOGRAPHY FEATURES PROPOSED UTILITIES GENERAL ABBREVIATIONS o Q
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY q Z a � _
Sanitary Sewer Force Main - }' 8
ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM FM FM ry ARV -Air Release Valve O U _ .N
ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY 1905 - Proposed Topographic Contour (Major) ASME -American Society Of Mechanical Engineers OC -On Center o� m
CONSTRUCTION. O Sanitary Sewer Manhole ASTM -American Society Of Testing Materials OD -Outside Diameter O N -
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC 1902 Proposed Topographic Contour (Minor) AVAR -Air Vacuum And Air Release z
RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. P Cz -
v Sanitary Sewer Cleanout - UJ
B PV -Pavement E o
GENERAL CONSTRUCTION '� a5
Proposed Curb & Gutter BFP -Backflow Preventer PSI -Pounds Per Square Inch � N a5 ._
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE PRESSURIZED IRRIGATION ss ss Sanitary Sewer Gravity Main BLDG -Building PVC -Polyvinyl Chloride j } i � i � U
CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS v IJ..I cz
1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS Sign (Single or Double Post)
CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. C Q <
SPECIFICATIONS TO THE ISPWC AND ANY ADDENDUMS , MERIDIAN DESIGN ❑B Storm Sewer Catch Basin - z
( ) CB -Catch Basin QTY -Quantity
2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY
STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT Post or Bollard CIF -Cubic Foot 001
CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE
IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO O Storm Sewer Inlet Manhole CFS -Cubic Feet Per Second R
(ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION p
DEPARTMENT R T F T N F T TR R T T ID . HE MORE STRINGENT O ANY OF STANDARDS Cl -Cast Iron RBR -Rebar a� ti U_
( ) DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF d Mail Box d- -
SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. CJ -Construction Joint RCP -Reinforced Concrete Pie cD
MERIDIAN WATER DEPARTMENT. O p cn o
Storm Sewer Manhole
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN -Control Joint RJ -Restrained Joint M z
W
Asphalt Pavement Hatch CL -Centerline ono
STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY c
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ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE �DRAINAGE Storm Sewer End Section CLR -Clear S }, oo-
WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR Concrete Pavement Hatch CMP -Corrugated Metal Pipe S -Slope W NO
STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE CO -Cleanout SF -Square Feet R�:
sT sT Storm Sewer Gravity Main
WORK ORDER UNTIL THE SITUATION IS RESOLVED. FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE CNC -Concrete SS -Sanitary Sewer �
FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER Gravel Pavement Hatch CU -Cubic SSMH -Sanitary Sewer Manhole CD
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE O Water Manhole CY -Cubic Yard SD -Storm Sewer ti
CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE STA -Station
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL APPROPRIATE PERMIT. D STD -Standard
ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. Fire Hydrant DTL -Detail SDMH -Storm Sewer Manhole
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS GENERAL NOTES: 17. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL WORK DI -Ductile Iron
ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY CONSTRUCTED BY THEIR WORK CREWS UNTIL THE WORK IS N Water Valve DIA -Diameter T
BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR 1 . ALL WORK SHALL CONFORM TO THE PROJECT NOTES, DETAILS, ACCEPTED BY THE OWNER FOR CONTINUOUS OPERATION AND DIM -Dimension
NOTICE. SPECIFICATIONS, AND THE CITY OF MERIDIAN STANDARDS. WHERE MAINTENANCE. DIP -Ductile Iron Pipe TBC -Top Back Curb
NOT SPECIFIED, ALL WORK SHALL CONFORM TO THE 2020, OR 9 Water Curb Stop DR -Drain TOC -Top Of Concrete
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS W MOST CURRENT, EDITION OF THE IDAHO STANDARDS FOR PUBLIC 18. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL DWG -Drawing TOG -Top Of Grout
PRIOR THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR WORKS CONSTRUCTION (ISPWC). IN THE EVENT THAT ANY OF THESE APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY INCLUDING, -W-W Water Main TOW -Top Of Wall
CLOSE WATER VALVES. STANDARDS CONFLICT, THE MORE STRINGENT SHALL BE THE BUT NOT LIMITED TO, SAFE WORKING PRACTICES WITHIN AND
E TYP -Typical
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE CONTROLLING STANDARDS OR SPECIFICATIONS. AROUND THE CONSTRUCTION AREA. IN ADDITION, JURISDICTIONAL EX -Existing
MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST AGENCIES, THE OWNER, AND THE PROJECT ENGINEER SHALL NOT i i ' i i=i =i Water Fittings EL -Elevation U
OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS 2. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" SHALL BE RESPONSIBLE FOR ENFORCING SAFETY REGULATIONS. EP -Edge Of Pavement U -U Post
SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT BE USED BY THE PROJECT CONTRACTOR(S). USE OF ANY PLANS Water Reducer EJ -Expansion Joint UV -Ultra Violet
MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL ON THE JOB WITHOUT THE "APPROVED FOR CONSTRUCTION" STAMP 19. THE CONTRACTOR IS TO OBTAIN ALL APPLICABLE PERMITS.
CONSTRUCTION NOTE NO. 1. SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK ORDER. F V
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND � Water Cap FF -Finish Floor VERT -Vertical
APPROVED PRIOR TO A BACKFILLING TRENCHES FOR PIPE; B PLACING 3. THE CONTRACTOR SHALL KEEP ONSITE AT ALL TIMES A COPY OF DISPOSAL OF ANY EXCESS ONSITE MATERIALS AS NECESSARY TO
( ) ( ) FG -Finish Grade VCP -Vitrified Clay Pipe
OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF THE APPROVED CONSTRUCTION PLANS. THESE PLANS SHALL BE COMPLETE THE PROJECT. FH -Fire Hydrant
USED TO RECORD THE ACTUAL LOCATIONS OF THE CONSTRUCTED
ASPHALT PAVING. FL -Flowline W
PIPELINES) AND ANY OTHER UTILITIES ENCOUNTERED. THE 21 . IF ANY ITEMS OF SUSPECTED HISTORICAL OR ARCHAEOLOGICAL
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND CONTRACTOR SHALL PROVIDE THESE RECORDED LOCATIONS TO THE VALUE ARE DISCOVERED DURING CONSTRUCTION, THE CONTRACTOR FT -Feet W -Water ]z
SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, PROJECT ENGINEER FOR USE IN THE PRODUCTION OF RECORD WILL BE REQUIRED TO STOP WORK AND CONTACT THE OWNER, W/ -With
AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT DRAWINGS PRIOR TO FINAL APPROVAL/ACCEPTANCE OF THE PROJECT ENGINEER, AS WELL AS THE STATE HISTORICAL G W/O -Without
RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE PROJECT. PRESERVATION OFFICE. GAL -Gallon WS -Water Surface
WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE GPM -Gallons Per Minute WSP -Welded Steel Pipe J
APPROVED CONSTRUCTION PLANS. 4. EXISTING SITE INFORMATION INCLUDING THE LOCATION OF EXISTING 22. IF DURING CONSTRUCTION OF THE PROJECT, AN UNDERGROUND GV -Gate Valve J
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST SITE CONDITIONS AND SURFACE TOPOGRAPHY AS SHOWN ON THESE STORAGE TANK, BURIED DRUM, OTHER CONTAINER, CONTAMINATED X
HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO PLANS HAS BEEN PROVIDED BY ACCURATE SURVEYING AND SOIL, OR DEBRIS NOT SCHEDULED FOR REMOVAL UNDER THE H X Chisel 'X'
CONSTRUCTION. MAPPING, PC. THE EXISTING SITE INFORMATION IS PROVIDED FOR CONTRACT IS DISCOVERED, THE CONTRACTOR SHALL IMMEDIATELY HP -Horsepower
THE CONVENIENCE OF THE CONTRACTOR AND SHALL BE FIELD NOTIFY THE OWNER AND THE PROJECT ENGINEER. NO ATTEMPT HWL -High Water Level Y
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL VERIFIED BY THE CONTRACTOR'S CONSTRUCTION SURVEY PRIOR TO SHALL BE MADE TO EXCAVATE, OPEN, OR REMOVE SUCH MATERIAL YD -Yard
CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING THE START OF ANY PROJECT CONSTRUCTION. THE CONTRACTOR WITHOUT WRITTEN APPROVAL. I YR -Year U
DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN SHALL BE RESPONSIBLE FOR PROVIDING ALL CONSTRUCTION ID -Inside Diameter
STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE STAKING. ACHD STANDARD NOTES IN -Inch Z C
APPROVED IN WRITING FROM THE CITY ENGINEER. - j
INV -Invert Elevation ZON -Zoning
5. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING 1. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT 4). FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF IP -Iron Pin
WATER UNDERGROUND UTILITIES AS SHOWN ON THESE DRAWINGS WERE (ACHD) RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD Q
OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO A CRITICAL FACTOR. JT -Joint
STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC 5). ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED
(IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS SUCH UNDERGROUND UTILITIES. THE PROJECT ENGINEER ASSUMES WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. M
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REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE APPROVED IN WRITING BY THE DISTRICT. - V)
DELINEATION OF SUCH UNDERGROUND UTILITIES, OR THE EXISTENCE M -Meter O
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND 11. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY BE 2. ACHD WILL INSPECT ALL IMPROVEMENTS WHICH FALL WITHIN THE OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE MGD -Million Gallons Per Day
IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. ACHD RIGHT-OF-WAY OR EASEMENT INCLUDING BUT NOT LIMITED SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC MH -Manhole Q
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY EXACT TO STORM DRAIN CONSTRUCTION TRENCH BACKFILL PROCEDURES SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MISC -Miscellaneous
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NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN LOCATIONS OF EXISTING UTILITIES PRIOR TO THE START OF ANY MJ -Mechanical Joint -
ROAD WAY CONSTRUCTION AND CONCRETE WORK. ANY WORK TO MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER
TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL J
PROJECT CONSTRUCTION. ANY LOCATION WHICH MAY POSE A BE DONE WITHIN THE EXISTING RIGHT-OF-WAY WILL REQUIRE A ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE CONFLICT WITH THE PROPOSED CONSTRUCTION MUST BE REPORTED SEPARATE PERMIT THROUGH ACHD CONSTRUCTION SERVICES N Q
WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER - O
TO THE PROJECT ENGINEER PRIOR TO THE START OF ANY PROJECT DIVISION. THE CONTRACTOR WILL SCHEDULE AND INSPECTION, 12. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT NTS -Not To Scale < -
SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER CONSTRUCTION. REQUESTED THROUGH ACHD INSPECTION SERVICES, 208-387-6284, ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY < Q
RULES (IDAPA 58.01.16). A MINIMUM OF 24 HRS. PRIOR TO CONSTRUCTION STARTING. AND EXISTING PAVEMENT MARKINGS. -
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE 6. THE CONTRACTOR SHALL CALL DIG LINE (800-342-1585) TO 0 0!�
WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX LOCATE ALL EXISTING UTILITIES AT LEAST THREE (3) DAYS PRIOR 3. TRAFFIC PLANS AND SAWCUTS ASSOCIATED WITH THE 13. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST z LLJ
(6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND TO THE START OF CONSTRUCTION. CONSTRUCTION OF ANY UTILITY WILL BE COORDINATED AND BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE UJ
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) APPROVED THROUGH CONSTRUCTION SERVICES OF ACHD, RIGHT-OF-WAY PERMIT.
INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED 7. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER A MINIMUM 208-387-6280, PRIOR TO INITIATING ANY CONSTRUCTION.
IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC OF SEVENTY-TWO (72) HOURS PRIOR TO THE START OF PROJECT
CONSTRUCTION. 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING
DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS.
WASTEWATER RULES (IDAPA 58.01.16). 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO EXCAVATE IN PUBLIC AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED GRADING, DRAINAGE, AND EROSION CONTROL NOTES:
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE RIGHT OF WAY, FROM THE CITY OF MERIDIAN PRIOR TO THE START 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. w
WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT OF PROJECT CONSTRUCTION.
FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). g. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC 5. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN 1 . ANY DISTURBED SOILS SHALL BE RECOMPACTED OR REMOVED AND
RAMPS WITHIN ACHD RIGHT-OF-WAY. DOMES SHALL BE REPLACED WITH CONTROLLED, COMPACTED FILL. LOOSE LIFT
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS CONTROL ASSOCIATED WITH THE PROJECT AND SHALL CONSTRUCTED PER ISPWC SD-712. DOMES SHALL BE CAST INTO THICKNESS SHALL NOT EXCEED SIX (6) INCHES. FILL SHALL BE U
WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY DEVELOP/SUBMIT A PLAN TO THE PROJECT ENGINEER FOR THE CONCRETE (STAMPED CONCRETE AND ADHESIVE MATS NOT COMPACTED TO AT LEAST 98% OF ASTM D698 (STANDARD PROCTOR)
CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE APPROVAL PRIOR TO THE START OR PROJECT CONSTRUCTION. PLAN ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW. WITHIN -3% TO +3% OF OPTIMUM MOISTURE CONTENT. COMPACTION
CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. TO BE IN ACCORDANCE WITH MUTCD, THE CITY OF MERIDIAN AND IN TRENCHES SHALL BE OBTAINED USING A VIBRATORY SHEEPS FOOT
PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 6. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO COMPACTOR.
SEWER ACCOMMODATE THE COLLAR REQUIREMENT PER ISPWC SD-616 AND
10. THE CONTRACTOR SHALL MAINTAIN TRAFFIC ACCESS AT THE END OF BE IN ACCORDANCE WITH SECTION 703 OF THE ISPWC. 2. SUBGRADE PREPARATION SHALL BE PERFORMED BENEATH ALL
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE EACH DAY AND PROVIDE DETOURS OR ONE-WAY TRAFFIC DURING PROPOSED PAVEMENTS. THE SOIL SHALL BE SCARIFIED TO A DEPTH M
STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS CONSTRUCTION. WHEN CONSTRUCTION TECHNIQUES ALLOW, 7. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE OF 12" BELOW SUBGRADE AND RECOMPACTED TO AT LEAST 98% OF ` ■ ,
THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONTRACTOR SHALL PROVIDE ACCESS THROUGH THE CONSTRUCTION GRADED AND PLACED SO AS NOT TO CONFLICT WITH ANY ASTM D698 (STANDARD PROCTOR) WITHIN -3% TO +3% OF OPTIMUM `^
CONSTRUCTION NOTE NO. 1. ZONE TO PRIVATE PROPERTIES. CONCRETE CURB, GUTTERS, SIDEWALK OR OTHER STREET MOISTURE CONTENT. �J
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND IMPROVEMENTS.
NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 11 . CONTRACTOR SHALL SECURE ALL NECESSARY PERMITTING FROM THE 3. ALL TOPSOIL IN CONSTRUCTION AREAS SHALL BE STRIPPED AND
IRRIGATION) SHALL A MINIMUM OF TEN (10, FEET. WHERE IT IS IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEA) PRIOR TO 8. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD SEPARATED FROM OTHER INORGANIC SOIL MATERIALS. THE
THE START OF PROJECT CONSTRUCTION, IF TRENCH DEWATERING IS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT THE
NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN REQUIRED, CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT MIXING OF TOPSOIL WITH OTHER MATERIALS. THE TOPSOIL SHALL BE
TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL PROJECT ENGINEER PRIOR TO COMMENCEMENT OF DEWATERING DRAWN BY: ALA
208-387-6258 (WITH FILE NUMBERS) FOR DETAILS. RESPREAD TO A DEPTH OF AT LEAST SIX (6) INCHES. REFER TO
SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE OPERATIONS. THE SPECIFICATIONS FOR SEEDING REQUIREMENTS. CHECKED BY: AMC
WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER 9C. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY
SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 12. DURING SERVICE CONNECTIONS, GROUNDWATER LEVELS SHALL BE APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD 4. EXCESS MATERIAL (TOPSOIL/CLAY/GRAVEL, ETC.) SHALL BECOME THE NOTE:
RULES (IDAPA 58.01.16). MAINTAINED ONE (1 ') FOOT OR MORE BELOW PIPE INVERTS PER RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF DATE: 03/24/2023
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE ISPWC. ONCE DEWATERING OPERATIONS CEASE, CONTRACTOR SHALL SECTION OR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL SITE. THIS IS A GENERAL LIST OF SYMBOLS, LINES
WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES OR ROADWAYS SHALL BE SP-3, 0.50 INCH (2") MIX, PG 64-28 FIVE AND ABBREVIATIONS. NOT ALL ARE USED ON REVISIONS
STORMDRAIN FACILITIES THAT ARE SILTED DUE TO THEIR DEWATERING 5 INCHES OF ASPHALT, AS A MINIMUM WITH 4 INCHES OF 4" 5. CONTRACTOR SHALL PLACE EROSION CONTROLS AS NECESSARY
(6) FEET. WHERE IT IS NECESSARY FORA POTABLE WATER MAIN AND EFFORTS. ( ) THIS PROJECT AND SOME MAY NOT BE SHOWN.
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) MINUS CRUSHED AGGREGATE, AND 25 INCHES OF 6" MINUS PIT DURING CONSTRUCTION. FINAL EROSION CONTROL MEASURES SHALL
INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED 13. THE CONTRACTOR SHALL PROTECT ALL EXISTING MONUMENTS, RUN. USE WHICHEVER PAVEMENT SECTION IS GREATER. ALL BE CONSTRUCTED WITHIN 30 DAYS OF COMPLETING UNDERGROUND # DATE
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IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC SURVEY MARKERS, STREET SIGNS, UTILITIES, IRRIGATION LINES, ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE UTILITY CONSTRUCTION.
PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY -/ -/
DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE PAVEMENT, TREES, FENCES, AND ANY OTHER IMPORTANT OBJECTS AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 6. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN SITE AND SHALL #
WASTEWATER RULES (IDAPA 58.01.16). ON/OR ADJACENT TO THE JOB SITE FROM DAMAGE AND REPAIR OR CORRECT ANY EROSION ISSUES IMMEDIATELY.
REPLACE DAMAGED FACILITIES AS REQUIRED BY THE OWNER AND THE PROJECT ENGINEER # --/--/----
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS . 10. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE
PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE 7. SEEDING TYPE, LOCATION, AND APPLICATION RATES SHALL BE PER
TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 THE ISPWC. CONTRACTOR SHALL ONLY SEED BETWEEN MAY 1 AND Project No.
14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING
WORK AND SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER IN HIGHWAY CUTS OF THE ACHD POLICY MANUAL. JUNE 15 OR SEPTEMBER 1 TO OCTOBER 15. R22116
1). ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE TONAL
ANY DISCREPANCIES. PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY 8. CONTRACTOR SHALL WARRANTY SEEDING UNTIL VEGETATION IS SS EN�i
AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. ESTABLISHED AT A RATE OF NOT LESS THAN 80% COVERAGE. ��G\STER�O'���
15. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION 2). IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% NOTES & LEGEND
DRAWINGS MUST BE REVIEWED AND APPROVED BY THE PROJECT OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE 6
ENGINEER BEFORE CHANGES ARE MADE. THIS INCLUDES CHANGES ENTIRE ROADWAY SURFACE.
REQUESTED BY THE OWNER AND SUBCONTRACTORS. 3). CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO 7 ��,3/24/23�0
ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF 'Lj ATE OF SOP C
'I I ■ 016. CONTRACTOR SHALL PROVIDE THE PROJECT ENGINEER WITH ONE A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE �/� 0
COPY OF REDLINED AS-BUILT DRAWINGS PRIOR TO PROJECT OF A TRAVEL LANE. M