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SUBDIVISION BOUNDARY 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 PU B Z d (u �
CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. > _
STANDARDS, AND THE REQUIREMENTS OF THE ADA COUNT( HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE O
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I l�L lt STANDARDS 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) w aro
Y t- i J C -- - - -- STREET CENTERLINE
- -- -T 11_ �_Iil} r t; SHALL BE A MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH qp,� M
T L', 7 ;f - j 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITE OF MERIDIAN STANDARD SPECIFlCAT30NS AND DRAWINGS ON SITE OR READILY LESS THAN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE c > Ci
l 1__i L IP _ _ ADJOINING PROPERTY LINE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). E" ++
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:1 jT ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE Z -
----- �; o- 0 0 0 0 o- EXISTING FENCE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. C N-- . 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM
l �„ ¢'� --{ OF 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 18 INCHES o M O
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EEP EEP EEP EEP rr r EXISTING EDGE OF PAVEMENT 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED APPROVED FOR CONSTRUCTION BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES V U fV CV
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T - OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC
mil^� PROPOSED 40' WIDE PUBLIC UTILITY EASEMENT DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF 1
L.I L _L \1 T'._ J - - - - - - - - PROPOSED WATER, SEWER, DRAINAGE & IRRIGATION EASEMENT WORK. 4. PLACE WATER SERVICE LINES IN A 2-INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT 01
W McMIIiAATR17-� _ y_McMJLLAN_RD FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). ti
- - - - - - - - - -- - - - - PROPOSED A.C.H.D. DRAINAGE EASEMENT 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO
1 f 1 r �- �- SEE DETAIL 3, SHEET C4.0.
i � /�- i ' 'Tr � ; WORK MAY BEGIN ON ANY PROJECT WITHOUT 24-HOUR PRIOR NOTICE.
L 1 - � , - - - - - - - - - - -- ASPHALT SAW-CUT LINE ." Z
T: -' _ _ _ _ _ _ _ _ 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY V_ 1.
- j I 1 �� i I - - - - _ - - _ - _ EXISTING CURB AND GUTTER OPEN OR CLOSE WATER VALVES. CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR.
Project• Site CONSTRUCT 3" ROLLED CURB & GUTTER 6. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 FEET.
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE J
\' EXss EXSS REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED
# EXISTING SANITARY SEWER MAIN LINE 7. CONTRACTOR REQUIRED TO VERIFY THAT THE PIPE JOINT DEFLECTION ANGLE DOES NOT EXCEED 1/2 OF MANUFACTURER'S ALLOWABLE
LI TBM 2 i ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE N0. 1.
_r 11( r r j T t _T I.�-` -_ -_.-_ _! -ss -ss ss ss CONSTRUCT SANITARY SEWER MAIN LINE, SIZE NOTED DEFLECTION ANGLE.
L 1-' 1� i ^ CONSTRUCT 4" SEWER SERVICE PER I.S.P.W.C. SD-511 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B)
-, - - PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING.
+ - _ TBM #1 INSTALL SANITARY SEWER MANHOLE
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT,
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L EXISTING SANITARY SEWER MANHOLE AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF � U
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PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANSConstruction Notes
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CONSTRUCT 8" WATER MAIN cL
T` ' J CONSTRUCTION. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL �� sl Q�
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- ��/\ � �-�, I� CONSTRUCT WATER SERVICE PER CITY OF MERIDIAN DETAILS W1 & W3 AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. OS
-- ==NINEMILE CREEK _._.� \ J �7 r 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE 3
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PI PI PI PI EXISTING PRESSURE IRRIGATION LINE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND
PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. IRRIGATION) SHALL BE A MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER
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\� ml /' ,'4 I P' do CONSTRUCT PRESSURE ION LINE MAIN TO CROSS WITH LESS THAN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH
_•_ I ' 1 r EXISTING UNDERGROUND TELEPHONE LINE 11. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF CONSTRUCTION STAKES WITH THE PROJECT BENCHMARK AND CONSTRUCTION SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE
PLANS PRIOR TO CONSTRUCTING THE IMPROVEMENT REFERENCED BY THE CONSTRUCTION STAKE. WASTEWATER RULES (IDAPA 58.01.16).
INSTALL LED STREET LIGHT
N/NEMILE CREEK T 12. THE CONCRETE CONTRACTOR SHALL CALL CENTURION ENGINEERS, INC. AT LEAST 24 HOURS PRIOR TO PLACING CONCRETE FOR A STRING 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A w
EXISTING LED STREET LIGHT LINE INSPECTION, THIS INSPECTION BY CENTURION ENGINEERS, INC. DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF MINIMUM OF 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS
COMPLYING WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. THAN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE
EXISTING TERMINUS BARRICADES w o
IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULESS".1 0 0 =
---- , (IDAPA 58.01.16). z o
70.00 TRC FINISH GRADE ELEVATION ® TOP BACK OF ROLLED CURB .- Of -
NOT TO SCALE 70.00 LOG FINISH GRADE ELEVATION ® LIP OF GUTTER 4. PLACE SEWER SERVICE LINES IN A 6-INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM �i a = z
WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). SEE DETAIL 3, SHEET C4.0. o z �
70.00 ETRC ELEVATION 0 TOP BACK OF EXISTING ROLLED CURB Ada County Highway District General Notes - , 3!: o
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70.00 ETVC ELEVATION @ TOP BACK OF EXISTING VERTICAL CURB F ¢
Benchmark Information NAVD 88 DATUM 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC AND ACHD SUPPLEMENTAL SPECIFICATIONS. NO _ a
70.00 ELOG ELEVATION ® LIP OF EXISTING GUTTER EXCEPTIONS TO DISTRICT POLICY STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN o z a
TBM #1 FOUND 5/8" IRON PIN W/ ORANGE CAP, ILLEGIBLE, AT THE CENTER WRITING BY THE DISTRICT.
70.00 FL FINISH GRADE ELEVATION 0 FLOW LINE
OF THE W. TORANA CT. CUL-DE-SAC. 2. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL IMPROVEMENTS ARE IN PLACE AND Pressurized Irrigation Construction Notes
ELEVATION=2542.11 Ld
70.00 FG FINISH GRADE ELEVATION 0 TOP OF PAVEMENT SURFACE FUNCTIONING. y N >
TBM #2 FOUND 5 8" IRON PIN, NO CAP, AT THE NORTHEAST CORNER OF LOT 2.00%- GRADE AND DIRECTION 3. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE SETTLERS IRRIGATION DISTRICT, WHICH IS THE w w w
OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL OF PRIMARY WATER SOURCE. zo m
® 22, BLOCK 7, OAKCREEK SUBDIVISION NO. 3. - - - - - - G.C. - GRADE CHANGE TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA
ELEVATION=2542.91 2. PRIMARY WATER SOURCE SURFACE WATER SHOULD BE UTILIZED IF AVAILABLE, SECONDARY WATER SOURCE IS SUPPLED BY THE CITY OF �." 9
G.B. MERIDIAN POTABLE WATER SYSTEM. �^ a - w
- - - - - - - GRADE BREAK 4. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES AND THE
JURISDICTIONAL BODY OR AS SET FORTH THEREIN WHICHEVER IS MORE RESTRICTIVE.
N INSTALL WATER VALVE, SAME SIZE AS MAIN LINE 3. THE PRESSURE IRRIGATION SYSTEM SHALL BE OWNED AND OPERATED BY THE FRIENDSHIP HOME OWNERS ASSOCIATION. ¢
5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE z
Ak INSTALL FIRE HYDRANT PER MERIDIAN DETAILS W8 & W9 THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 4. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE ¢
DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF ¢
EXISTING FIRE HYDRANT MERIDIAN WATER DEPARTMENT. o
Erosion Control - Storm Water Pollution Prevention Note x EXISTING WATER VALVE 6. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO: (A) BACKFILLING TRENCHES FOR N z
1. PRIOR TO CONSTRUCTION CONTRACTORS SHALL BE RESPONSIBLE TO VERIFY THAT A NOTICE OF INTENT TO CONSTRUCT PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH
(NOQ HAS BEEN FILED AND ACCEPTED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE CONTRACTOR(S) SHALL BE INSTALL TYPE IV INLET CATCH BASIN IN ACCORDANCE WITH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER.
I.S.P.W.C. STANDARD DRAWING SD-604A. 7. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION
RESPONSIBLE FOR COMPLYING WITH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). OLDCASTLE 1000 GAL. 5.5 UNIVERSAL TANK PER I.S.P.W.C. SD-624 PERMIT FROM ACHD AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION.
Qj AND A.C.H.D. BMP-01 WITH MANHOLE FRAME AND COVER PER g, STREET CONSTRUCTION INSPECTION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE PERFORMED BY THE ADA COUNTY HIGHWAY DISTRICT. Roadway Construction Notes
I.S.P.W.C. SD-616 AND SD-617. m
CONTACT ACHD INSPECTION SERVICES AT (208) 387-6284 A MINIMUM OF 24 HOURS PRIOR TO REQUESTING AN INSPECTION. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM
INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. w
9. ALL STREET WIDENING CUTS SHOWN HEREON SHALL CONFORM TO THE ISPWC SD-301 AND ACHD SUPPLEMENTAL DRAWINGS SD-303 & t-
PER A.C.H.D. SUPPLEMENTAL DRAWING SD-627. SEE DETAIL 2, SHEET 5 SD-806.
2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. p
EXISTING MONITORING WELL 10. IF ANY UTILITY OR IRRIGATION FACILITY INTERFERES WITH REQUIRED STREET IMPROVEMENTS ALL SUCH UTILITIES OR IRRIGATION FACILITIES
O LOT NUMBER WILL BE RELOCATED AS TO NOT INTERFERE WITH REQUIRED STREET IMPROVEMENTS AT THE OWNERS EXPENSE. ALL IRRIGATION FACILITY
IMPROVEMENTS SHALL BE APPROVED BY SOUTH BOISE MUTUAL IRRIGATION COMPANY.
Construction Staking Note O7 KEYNOTE REFERENCE 11. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND
1. THE CONTRACTOR SHALL VERIFY CONSTRUCTION STAKES WITH THE CONSTRUCTION PLANS AND THE PROJECT BENCHMARK STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR Drainage Construction Notes
PRIOR TO CONSTRUCTING THE IMPROVEMENTS REFERENCED BY THESE CONSTRUCTION PLANS. IF A DISCREPANCY IS OBSERVED DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT-OF-WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY
DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE . PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF
BETWEEN CONSTRUCTION STAKING AND THE CONSTRUCTION PLANS THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER 12. ACHD INSPECTION STAFF CLOSELY MONITORS PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. SIDEWALK CROSS SLOPE DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN
FOR CLARIFICATION PRIOR TO THE START OF PLACEMENT OF THE IMPROVEMENT. SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.
13. ALL PAVEMENT CUTS MUST BE A MINIMUM OF 2 FEEL WIDE. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE
5 YEAR MORATORIUM, A WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE PAVEMENT
CUT REVIEW COMMITTEE.
14. CONSTRUCTION OF ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD
RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL
BE SP-3, 1/2" MIX, PG 64-28 5" THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 25" OF 6" MINUS PIT RUN; MINOR ARTERIAL
ROADWAYS SHALL BE 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.
Irrigable Area COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 1/2 MIX, PG 64-28 3" THICK, AS A MINIMUM WITH
g 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
COMMON AREA OPEN SPACE= 2-1/2" THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 14" OF 6" MINUS PT RUN. USE WHICHEWR PAVEMENT SECAON IS GREATER. Sheet Index City of Meridian QR Code v
7,789 SQUARE FEET 0.179 ACRES p to
15. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO 1.0 TITLE SHEET AND NOTES w
NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS 1 1 FINAL PLAT ~ o
THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
16. TRUNCATED DOMES SHALL BE INSTALLED IN ALL PEDESTRIAN RAMPS LOCATED WITHIN THE RIGHT-OF-WAY PER ISPWC SD-712. DOMES 1.2 FINAL PLAT I-y
SHALL BE RIGID INSERTS WET-SET INTO CONCRETE (CONCRETE STAMPS AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 2.0 SITE COMPOSITE & PRESSURIZED IRRIGATION PLAN
`TRAFFIC YELLOW". 3.0 PLAN/PROFILE - W. TORANA CT.
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3. 1e.!1 SIDEWALK PLAN - N. BLACK CAT RD. : � N
17. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND
EXISTING PAVEMENT MARKINGS. 40 DRAINAGE DETAILS !
5.0 CONSTRUCTION DETAILS z
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