HomeMy WebLinkAboutTitle Sheet 1.0 NOT APPROVEDCU Ln
FOR Addi* son Ci* rcle a00
CONSTRUCTION `
Street, Water, Pressure Irrigation, & Sanitary Sewer Construction Plans
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Vicinity Map General Construction Notes Waterline Construction Notes Legend ,J �,
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1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS SUBDIVISION BOUNDARY Zr 3
U I II I U AS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN (IDAPA 58.01.08)" WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. >
N STANDARDS, AND THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE STANDARDS LOT LINE 0 �Q r
SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) - - - - - ,� N ao
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY SHALL BE A MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH - STREET CENTERLINE ao H c`�n
LESS THAN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE _ > m
I 11 ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ADJOINING PROPERTY LINE
T 17 Ip1 STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED.
EXISTING FENCE Z H Cn M
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM o 0 0 0 o r , c N 0
OF 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 18 INCHES - EEP_- EEP EEP EEP EXISTING EDGE OF PAVEMENT V V N ON
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC
5 WORK. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). - - - - - - PROPOSED 10' WIDE PUBLIC UTILITY EASEMENT
m 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO 4, PLACE WATER SERVICE LINES IN A 2-INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT - - - - - - PROPOSED WATER, SEWER, DRAINAGE & IRRIGATION EASEMENT
W McMILLA WORK MAY BEGIN ON ANY PROJECT WITHOUT 24-HOUR PRIOR NOTICE. 0
W McMILLAN RD FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). - PROPOSED ACHD DRAINAGE EASEMENT
6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN-
OR CLOSE WATER VALVES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY - - - - -- - -- - - _ ASPHALT SAW-CUT LINE :D z
CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR.
FF1 -?a rJff- a J 1! 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE _ _ _ _ _ = EXISTING CURB AND GUTTER
REQSU ST OF THE
MEET PROVING AGENCY OR REQUIREMENTS SET EER, CW GRACTORL CONSTRUCTION FURNISH
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ALL MATERIALS INSTALLED ON 6. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET. CONSTRUCT 3" ROLLED CURB & GUTTER �J
Project Site
J 7. CONTRACTOR REQUIRED TO VERIFY THAT THE PIPE JOINT DEFLECTION ANGLE DOES NOT EXCEED 1/2 OF MANUFACTURER'S ALLOWABLE -- EXISTING SANITARY SEWER MAIN LINE
TBM 2 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR T0: DEFLECTION ANGLE
(A) BACKFILLING TRENCHES FOR PIPE -ss-ss- ss ss - CONSTRUCT SANITARY SEWER MAIN LINE, SIZE NOTED
(B) PLACING OF AGGREGATE BASE Pressurized Irrigation Construction Notes CONSTRUCT 4" SEWER SERVICE PER ISPWC SD 511
(C) PLACING OF CONCRETE O (fib
BM 1 (D) PLACING OF ASPHALT PAVING. 1. THE DEVELOPER SHALL NOTIFY ALL LOT PURCHASERS THAT THERE MUST BE NO INTERCONNECTION BETWEEN THE PRESSURE IRRIGATION O INSTALL SANITARY SEWER MANHOLE 5
SYSTEM AND HOUSE PLUMBING. OUTSIDE HOUSE FAUCETS MUST ONLY BE CONNECTED TO THE MUNICIPAL POTABLE WATER SYSTEM THROUGH Ohb y2
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, THE HOUSE SERVICE CONNECTION. O EXISTING SANITARY SEWER MANHOLE o T� O�
AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF 2: INSTALL PRESSURE IRRIGATION SYSTEMS CONSISTING OF IRRIGATION MAINS AND INDIVIDUAL SERVICE CONNECTIONS TO EACH LOT. Ew BV- EXISTING WATER MAIN LINE - �N o
PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 3. MAINTAIN PRESSURE IRRIGATION CIRCUITS AS SHOWN ON THE APPROVED CONSTRUCTION PLANS. DO NOT JUMP ACROSS FROM ONE CIRCUIT w w CONSTRUCT B" WATER MAIN �' � �
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n 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO TO ANOTHER. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO CORRECT CROSS CONNECTIONS WHEN DISCOVERED.
NINEMILE CREEK
CONSTRUCTION. 4. ALL IRRIGATION MAINLINES SHALL BE INSTALLED SUCH THAT AIR AUTOMATICALLY VENTS DURING FILLING AND DRAINING. AUTOMATIC AIR/VACUUM CONSTRUCT WATER SERVICE PER CITY OF MERIDIAN DETAILS W1 & W3
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11. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF CONSTRUCTION STAKES WITH THE PROJECT BENCHMARK AND CONSTRUCTION RELIEF VALVES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE SYSTEM AND IN LOCATIONS DETERMINED BY THE CITY ENGINEER. IN LIEU P, PI � Pi Pi - EXISTING PRESSURE IRRIGATION LINE
Y OF AUTOMATIC VENTS, THE CONTRACTOR MAY INSTALL SERVICES WITH THE TAP ON TOP OF THE MAIN AT THE HIGH POINT WITH THE SERVICE
S PLANS PRIOR TO CONSTRUCTING THE IMPROVEMENT REFERENCED BY THE CONSTRUCTION STAKE. LINE LAID LEVEL OR RISING TO THE SERVICE BOX.
m w CONSTRUCT PRESSURE IRRIGATION LINE
12 THE CONCRETE CONTRACTOR SHALL CALL CENTURION ENGINEERS, INC. AT LEAST 24 HOURS PRIOR TO PLACING CONCRETE FOR A STRING
N 5. ALL IRRIGATION MAINS SHALL FREELY DRAIN. "FREELY DRAIN" MEANS TO DRAIN BY GRAVITY INTO A DRAINAGE SWALE, DRAINAGE POND,
LINE INSPECTION. THIS INSPECTION BY CENTURION ENGINEERS, INC. DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILTY OF DRAINAGE DITCH OR ADEQUATELY SIZED DRY WELL THE DRAIN SYSTEM SHALL INCLUDE MANUALLY OPERATED VALVES AS DETAILED IN CITY OF X INSTALL LED STREET LIGHT
COMPLYING WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. KUNA STANDARD DETAILS. LOCATE DRAINS IN COMMON AREAS, ALONG PATHWAYS OR STREET FRONTAGES UNLESS SPECIFICALLY APPROVED EXISTING LED STREET LIGHT
NINEMILE C 13. PRIOR TO BEGINNING THE INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE OTHERWISE BY THE CITY ENGINEER.
REEK BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS 6. PIPE DEPTH: ALL IRRIGATION MAIN LINES NOT WITHIN ROAD RIGHT-OF-WAY SHALL HAVE AT LEAST 3 FEET OF APPROVED COVER MATERIAL = EXISTING TERMINUS BARRICADES
MUST BE APPROVED IN WRITING FRO THE CITY ENGINEER. MEASURED FROM FINISH GRADE TO CROWN OF PIPE IF THE PIPE IS FREE DRAINING. A MINIMUM OF 4 FEET OF COVER SHALL BE REQUIRED FROM FINISH GRADE TO CROWN OF PIPE UNDER ROADWAYS AND WHERE PIPE IS NOT FREE-DRAINING. NO IRRIGATION MAIN LINE PIPING 70.00 TRC FINISH GRADE ELEVATION 0 TOP BACK OF ROLLED CURB w o g
SHALL BE COVERED WITH MORE THAN 6 FEET OF APPROVED COVER MATERIAL O z a
NOT TO SCALE 70.00 LOG FINISH GRADE ELEVATION ® LIP OF GUTTER -
7. PRESSURE IRRIGATION MAIN LINE PIPING 4-INCH DIAMETER AND LARGER SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE (PVC), DR21 (200 a
PSI), CONFORMING TO ASTM D2241. 70.00 FOW ELEVATION ® FRONT OF WALK ? N
Sheet Index Ada County Highway District General Notes 8. PRESSURE IRRIGATION MAIN LINE PIPING IN,THE RIGHT-OF-WAY AND PARALLEL TO CENTER LINE SHALL BE PVC, C900 DR 18. 70.00 BOW ELEVATION ® BACK OF WALK : -q Or
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9. SLEEVE PRESSURE IRRIGATION SERVICE LINES IN A 4-INCH DIAMETER C900 DR 18 OR SCH 80 WATER CLASS PIPE WHEREVER THE SERVICE 70.00 CL FINISH GRADE ELEVATION @ CENTER LINE Qo
1.0 TITLE SHEET AND NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC AND ACHD SUPPLEMENTAL SPECIFICATIONS. NO LINE CROSSES A STREET DRAINAGE SEEPAGE BED. M
1.1 FINAL PLAT EXCEPTIONS TO DISTRICT POLICY STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN 70.00 FG FINISH GRADE ELEVATION ® TOP OF PAVEMENT SURFACE
WRITING BY THE DISTRICT. 10. ALL PI SLEEVING SHALL INCLUDE CALPICO SEALS. o z
1.2 FINAL PLAT 70.00 EG EXISTING GRADE ELEVATION 0 TOP OF PAVEMENT SURFACE 03 N z o 0
2. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL IMPROVEMENTS ARE IN PLACE AND 11. 4-INCH DIAMETER AND LARGER PIPE SHALL HAVE RUBBER GASKETED JOINTS. � -- w �
2.0 SITE COMPOSITE & PRESSURIZED IRRIGATION PLAN FUNCTIONING. 70.00 EEP EXISTING GRADE ELEVATION @ EDGE OF PAVEMENT SURFACE N
12. PRESSURE IRRIGATION PIPE SHALL BE CLEARLY MARKED WITH TYPE, CLASS OR THICKNESS. LETTERING SHALL BE LEGIBLE AND PERMANENT.
3.0 PLAN/PROFILE - W. TORANA ST.
3. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS 13. PLACE MARKING TAPE ABOVE ALL IRRIGATION PIPE BETWEEN 6 INCHES BELOW GROUND SURFACE AND 16 INCHES ABOVE TOP OF PIPE. TAPE 2.00% GRADE AND DIRECTION � rr l� o N
3.1 ROAD WIDENING - N. BLACK CAT RD. OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL OF V z m
SHALL BE 3 INCHES WIDE, 4 MIL POLYETHYLENE, PURPLE IN COLOR, WITH "PRESSURIZED IRRIGATION MAINLINE" CLEARLY MARKED ALONG THE G.C_
3.2 GRAVITY IRRIGATION TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. LENGTH OF THE TAPE IN 1-1/2 INCH BLACK LETTERS. - - - - - - - GRADE CHANGE �-+
3.3 PUMP STATION DETAILS 4. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES AND THE 14. TAPE A #12 DIRECT BURIAL TRACER WIRE ALONG THE CROWN OF THE PRESSURE IRRIGATION MAINLINE. LOOP THE TRACER WIRE FROM THE - - - - - - WE - GRADE BREAK b 3
4.0 DRAINAGE DETAILS JURISDICTIONAL BODY OR AS SET FORTH THEREIN WHICHEVER IS MORE RESTRICTIVE. MAINLINE TO EACH SERVICE BOX AND BACK TO THE MAINLINE. THE TRACER WIRE SHALL BE ACCESSIBLE AT ALL VALVE BOXES AND EXTENDED
5.0 CONSTRUCTION DETAILSALONG THE OUTSIDE OF THE LOWER PORTION AND ALONG THE INSIDE OF THE UPPER PORTION OF THE VALVE BOX. CONDUCT AN ELECTRICAL N INSTALL WATER VALVE, SAME SIZE AS MAIN LINE "C
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5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE CONTINUITY TEST BEFORE PAVING TO VERIFY TRACER WIRE INTEGRITY. � INSTALL FIRE HYDRANT PER MERIDIAN DETAILS W8 & W9 5.1 CONSTRUCTION DETAILS CONTINUED THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 15. EQUIP EACH PRESSURE IRRIGATION SERVICE WITH A METAL OR PLASTIC TAG YUCKY FACE "NON-POTABLE WATER-DO NOT DRINK".
DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ( ) INSTALL TYPE IV INLET CATCH BASIN IN ACCORDANCE WITH o
Benchmark Information NAVD 88 DATUM 6. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO: (A) BACKFILLING TRENCHES FOR 16. VALVES 4-INCH DIAMETER AND LARGER SHALL BE RESILIENT WEDGE GATE VALVES CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C509, ISPWC STANDARD DRAWING SD-604A. N z
WITH MECHANICAL OR FLANGED JOINTS AND 2-INCH SQUARE OPERATING NUT. ACCEPTABLE VALVES ARE MUELLER MODEL A-2360 AND
TBM 1 FOUND 5 8" IRON PIN W ORANGE CAP, ILLEGIBLE, AT THE CENTER PIPE; (8) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH A-2361 OR CLOW MODEL 2639 AND 2640. ALTERNATE VALVES MUST BE SPECIFICALLY APPROVED BY THE CITY ENGINEER. VALVE BOXES FOR - OLDCASTLE 1000 GAL. 5.5 UNIVERSAL TANK PER ISPWC SD-624
is # OF THE W. TORANA CT. CUL-DE-SAC. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. VALVES 4-INCH DIAMETER AND LARGER SHALL BE STANDARD CAST IRON 5-1/4 INCH DIAMETER ADJUSTABLE VALVE BOX. - Q; AND ACHD BMP-01 WITH MANHOLE FRAME AND COVER PER ISPWC
ELEVATION=2542.11 7. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION 17. VALVES FOR STREET CROSSINGS SHALL BE PLACED WITHIN 2 FELT OF THE BACK EDGE OF SIDEWALK. SD-616 AND SD-617.
PERMIT FROM ACHD AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION. INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL)
18. FITTINGS SHALL BE CAST IRON,_DUCTILE IRON, PVC, BRASS OR STAINLESS STEEL, AND IRRIGATION SHALL HAVE A MINIMUM PRESSURE RATING ® z
TBM #2 FOUND 5/8" IRON PIN, NO CAP, AT THE NORTHEAST CORNER OF LOT 8, STREET CONSTRUCTION INSPECTION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE PERFORMED BY THE ADA COUNTY HIGHWAY DISTRICT. EQUAL TO OR GREATER THAN 200 PSI. ALL FITTINGS 4 INCHES AND LARGER SHALL BE DUCTILE IRON WITH FLANGED OR MECHANICAL JOINTS. PER ACHD SUPPLEMENTAL DRAWING SD-627. SEE DETAIL 1, SHEET 4 } N
19 22, BLOCK 7, OAKCREEK SUBDIVISION NO. 3. THRUST BLOCKS OR OTHER CITY ENGINEER APPROVED RESTRAINTS SHALL BE PROVIDED AT CHANGES OF DIRECTION. ro
ELEVATION=2542.91
CONTACT ACHD INSPECTION SERVICES AT (208) 387-6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING AN INSPECTION. ACHD OR O LOT NUMBER w
ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 19. IRRIGATION SYSTEMS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SPECIFICATIONS FOLLOWING INSTALLATION OF ALL OTHER �_� w
Erosion Control - Storm Water Pollution Prevention Note 9. ALL STREET WIDENING CUTS SHOWN HEREON SHALL CONFORM TO THE ISPWC SD-301 AND ACHD SUPPLEMENTAL DRAWINGS SD-303 & UTILITIES AND BEFORE PAVING. TESTING SHALL BE OBSERVED BY A CITY REPRESENTATIVE. VJ - KEYNOTE REFERENCE o 0
1. PRIOR TO CONSTRUCTION CONTRACTORS SHALL BE RESPONSIBLE TO VERIFY THAT A NOTICE OF INTENT TO CONSTRUCT SD-806. Sanitary Sewer Construction Notes
( ) (NOI HAS BEEN FILED AND ACCEPTED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE CONTRACTOR S) SHALL BE 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 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA w
RESPONSIBLE FOR COMPLYING WITH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). IMPROVEMENTS SHALL BE APPROVED BY SOUTH BOISE MUTUAL IRRIGATION COMPANY. 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1.
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Construction Staking Note 11. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM >
STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN a
1. THE CONTRACTOR SHALL VERIFY CONSTRUCTION STAKES WITH THE CONSTRUCTION PLANS AND THE PROJECT BENCHMARK DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING
PRIOR TO CONSTRUCTING THE IMPROVEMENTS REFERENCED BY THESE CONSTRUCTION PLANS. IF A DISCREPANCY IS OBSERVED DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE . SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER m
SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
12. ACHD INSPECTION STAFF CLOSELY MONITORS PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. SIDEWALK CROSS SLOPE o
BETWEEN CONSTRUCTION STAKING AND THE CONSTRUCTION PLANS THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER w
SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS o
FOR CLARIFICATION PRIOR TO THE START OF PLACEMENT OF THE IMPROVEMENT. SHALL BE A MINIMUM OF 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER
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 MAIN TO CROSS WITH LESS THAN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN z
5 YEAR MORATORIUM, A WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE PAVEMENT w
ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)
Irrigable Area CUT REVIEW COMMITTEE. AND SECTION 430.02 OF THE WASTEWATER RULES o
COMMON AREA OPEN SPACE= 14. CONSTRUCTION OF ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD (IDAPA 58.01.16).
8,705 SQUARE FEET - 0.199 ACRES RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL 4 PLACE SEWER SERVICE LINES IN A 6-INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE
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
CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). SEE DETAIL 2, SHEET 5.1
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.
Fire Department Note COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 1/2" MIX, PG 64-28 3" THICK, AS A MINIMUM WITH N
ALL COMMON DRIVEWAYS AND ALLEYS SHALL BE MAINTAINED AT ALL TIMES FOR ACCESS BY FIRE, POLICE, AND EMS AT ALL 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 58-28 City of Meridian QR Code $=. C5 w
TIMES OF THE YEAR. 2-1/2" THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 14" OF 6" MINUS PIT RUN. USE WHICHEVER PAVEMENT S£0770AI IS GREATER. O o
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 FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS
Idaho Dl line, Inc. - g 11 THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. �j
'CALL BEFORE YOU DIG* 16. TRUNCATED DOMES SHALL BE INSTALLED IN ALL PEDESTRIAN RAMPS LOCATED WITHIN THE RIGHT-OF-WAY PER ISPWC SD-712 DOMES
8310 W. USTICK RD. STE. 100 SHALL BE RIGID INSERTS WET-SET INTO CONCRETE (CONCRETE STAMPS AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED
BOISE, ID 83704 i o
1-800-342-1585 "TRAFFIC YELLOW". r i
(208) 342-1585 17. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND d
Owner/Applicant EXISTING PAVEMENT MARKINGS.
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Drainage Construction =
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TETONIA, ID 83452 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT-OF-WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR • N m Z o z 53
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ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND m z g Y¢ w
(208) 709-2874 CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE ¢m n w 3
INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.
Engineer
SHEET NO:
MATTHEW REINHART
2323 SOUTH VISTA AVENUE
BOISE, ID 83705
1 .0
(208) 343-3381
MAREINHART®CENTENGR.COM