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Design 6construction Supplemental SpecificationsMREA MEADOWSUBDIVISION 0
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RUSSLE MCCREA X o
1027 S. Cameron Street
Boise, Idaho 83709
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(208)631 -8814
E FAIRVIEW AVE
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GENERAL CONSTRUCTION ROADWAY SITE
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1 . All construction work shall be done in accordance with the current 1. All Contractors working within the public road right-of-way are E- Z
version of the Idaho Standards for Public Works Construction required to secure a right-of-way construction permit from ACHD -- E PINE AVE N w
(ISPWC), the City of Meridian Supplemental Specifications to the at least twenty-four (24) hours prior to any construction. - U >Elf
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ISPWC (and any addendums), Meridian Design Standards, and/or the w O
requirements of the Ada County Highway District (ACHD). The more 2. ACHD will inspect all work within the public rights-of-way to include
stringent of any of these standards shall be the controlling utility trenches above the pipe zone. Z Z
standards or specifications. 3. All Work shall be done in accordance with the requirements of the E FRAN K LI N AVE
2. The Contractor shall have a copy of the latest City of Meridian current edition of the Idaho Standards for Public Works Construction
Standard Specifications and Drawings on site or readily accessible at (I.S.P.W.C.), the Ada County Highway District Supplemental
all times during construction (available on the website). Failure to Specifications and the City of Meridian. No exceptions to District
have access to a current copy of the Standard Specifications on policy, standards, or the I.S.P.W.C. will be allowed unless specifically
site could be grounds for a stop work order until the situation is and previously approved in writing by the District.
resolved. 4. Over-excavation and additional granular backfill in street areas may LOCATION MAP ±Z6
be required if high groundwater is encountered. Contact the
3. The Contractor shall have plans stamped "Approved for Construction" Engineer if groundwater is encountered. N.T.S.
by the City of Meridian on site at all times.
5. The Contractor shall contact ACHD Inspection Services at (208) En
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4. All Contractors, Subcontractors, and Utility Contractors shall attend a 387-6284 to schedule inspections a minium of 24-hours prior to Z O
pre-construction conference prior to start of work. inspection request. 1- 4
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5. Contractors shall notify the appropriate agency when materials are
on site or inspection of the work is required. No work may begin WATER
on any project without Twenty Four (24) hour prior notice. E WASHINGTON AVE SHEET INDEX � �
6. Contactor shall notify the Public Works Inspector 48 hours prior to 1. Construction of the water system shall conform to the standards in A
the required testing. The Contractor may not open or close water the "Idaho Rules for Public Drinking Water Systems (IDAPA Z }
valves. 1. TITLE SHEET
58.01 .08)" as well as the standards and specifications referred to ;Io N �
in General Construction Note No. 1. a
2. CIVIL DESIGN O >
7. All material furnished on, or for the project must meet the A � N M 3
minimum requirements of the approving agencies. At the request of 2. The horizontal separation of potable water mains and non-potable Z M N N
the approving agency or the Design Engineer, Contractors shall water mains (sanitary sewer, storm drain, and irrigation) shall be a Z g = Mo
furnish proof that all materials installed on this project meet the minimum of ten (10) feet. Where it is necessary for a potable 0 a 00 I v
specification requirements set forth in General Construction Note No. water main and non-potable water main to cross with less than LEGEND 0 U) w CO °°
1 eighteen (18) inches of vertical separation, the crossing shall be W Z.00 c
constructed in accordance with Section 542.07 of the Idaho Rules PQ vi a_ o
8. Work subject to approval by any governmental agency must be for Public DrinkingWater Systems IDAPA 58.01.08 and Section _ �'-`
y ( ) CENTERLINE Z M -
approved prior to (A) backfilling trenches for pipe; (B) placing of 430.02 of theWastewater Rules (IDAPA 58.01.16). - 00 w
aggregate base; (C) placing of concrete; (D) placing of asphalt -- -- -- -- -- EXISTING PROPERTY LINE w N
paving. 3. The horizontal separation of non-potable services and potable water E CARLTON AVE W
services or potable water mains shall be a minimum of six (6) - - - - P.L. - - - NEW PROPERTY LINE
9. Inspection, approval and final acceptance of all water and sewer feet. Where it is necessary for a potable water main and C`1
construction shall be by the Public Works Department, and their non-potable water main to cross with less than eighteen (18) /��I EASEMENT LINE Z
decision shall be final. Such inspections shall not relieve the inches of vertical separation, the crossing shall be constructed in __ co [~+
contractor from the responsibility of performing the work in an SITE O2 LOT NUMBER a
accordance with Section 542.07 of the Idaho Rules for Public
acceptable manner in accordance with the DEQ/QLPE approved Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of I + EXISTING STREET SIGN a
construction plans.p theWastewater Rules (IDAPA 58.01.16). Z
10. Any deviation from the approved plans and specifications must have BENCH MARK � O
the applicable agency approval in writing prior to construction. 4. Place water service lines in a two (2) inch diameter pipe sleeve Q VALVE OR METER
wherever the service line crosses a storm water treatment facility
11 . All lot dimensions and easements are to be taken from the plat of (i.e. seepage beds, drainage swales). 9- FIRE HYDRANT
McCrea Meadow Subdivision.
5. The Contractor shall be responsible for providing continuous water WATER METER
12. The Contractor shall maintain all existing drainage facilities within service to all existing water users affected by construction. If water
the construction area until the drainage improvements are in place. service must be interrupted, the contractor shall coordinate with the (0 EXISTING MANHOLE
Public Works Inspector. E STATE AVE
13. All Contractors working within the Project are responsible for ❑ EXISTING STORM DRAIN INLET
compliance with all applicable safety laws. The Contractor shall be SEWER 0)
responsible for all barricades, safety devices and control of traffic EXISTING SIDEWALK
within and around the construction area.
N EP EDGE OF PAVEMENT
14. Retain and protect existing irrigation and drainage pipe crossings, 1. Construction of the sewer system shall conform to the standards in � I- Q
except where noted otherwise on the plans. The Contractor shall the Wastewater Rules (IDAPA 58.01 .16) as well as the standards and V) N N - - - - - - - - - - - - EDGE OF GRAVEL
coordinate with the owner and Ada County Highway District for the specifications referred to in General Construction Note No. 1 . _ MM
inspection of any exposed irrigation and/or drainage pipe crossings. Z Z +j w w EXISTING WATER LINE W
The pipe will be replaced as necessary by the Contractor. 2. The horizontal separation of potable water mains and non-potable cal r) let
water mains (sanitary sewer, storm drain, and irrigation) shall be a I_ Q~ s s EXISTING SEWER LINEUJ
15. Retain and protect existing water meter vaults and/or services. If minimum of ten (10) feet. Where it is necessary for a potable 07 co U)
the water meter vaults and or services are disturbed during Q Q Q [UTIL] EXISTING UTILITY LINE Z W
/ 9 water main and non-potable water main to cross with less than w w w
construction the Contractor shall contact the City of Meridian for eighteen (18) inches of vertical separation, the crossing shall be Z x x x EXISTING FENCE LINE 10repair and/or replacement. constructed in accordance with Section 542.07 of the Idaho Rules z z z 3: 1
for Public Drinking Water Systems (IDAPA 58.01.08) and Section _ _ _ _ _ _ GRAVITY IRRIGATION PIPE
16. The Contractor is responsible for compliance with the Clean Water ( ) - - -� W ORCHARD VALVES
P P 430.02 of theWastewater Rules IDAPA 58.01.16 . E PINE AVE /
Act as it relates to Storm Water runoff from construction activities. EXISTING POWER
The Contractor shall prepare and file all NOI's and Storm Water 3. The horizontal separation of non-potable services and potable water POLE AND ANCHOR
Pollution Prevention Plans (SWPPP) as required for the project. services or potable water mains shall be a minimum of six (6)
Contact the EPA at (208)334-9489 for the required information. feet. Where it is necessary for a potable water main and 19
17. The location of existing utilities are shown in an approximate way non-potable water main to cross with less than eighteen (18)
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only. The Contractor shall determine the exact location of all
inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public g�D G EXISTING BUILDING OUTLINE
existing utilities before starting construction. The Contractor shall be fully responsible for any damages which are the result of his Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Z
failure to locate and protect all existing utilities. The Contractor Wastewater Rules (IDAPA 58.01.16). O
shall call dig line at 342-1585 at least 48-hours prior to
construction for utility locations. 4. Place sewer service lines in a six (6) inch diameter water class UJ
pipe sleeve wherever the service line crosses a storm water EXISTING TREE / SHRUB A/
18. Civil Survey Consultants will provide one set of construction stakes treatment facility (i.e., seepage beds, drainage swales). �
for the following items: sanitary sewer service locations. All 0
construction stakes must be requested a minimum of three (3)
working days prior to planned use.
E IDAHO AVE 2
BENCHMARK
DATE: 03/29/2021
CALL DIGLINE SITE LAYOUT TBM-1 ELEV.
OF NORTH BOLTOF FIRE HYDRANT DRAWING: Sheet0l.dwg
48 HOURS PRIOR TO EXCAVATION JOB NO: 20041
PHONE 1 -800-342-1585
TO REQUEST U.C. LOCATIONS N.T.S. DATUM: NAVD 88
SHEET 1 OF 2
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E CARLTON AVENUE
KEYNOTES
W W W W � �6 O REPLACE EXISTING WATER SERVICE WITH NEW DOUBLE WATER SERVICE Z
PER CITY STANDARDS. RECONNECT EX. SERVICE LINE TO LOT 1.
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3/4'PIPE O2 1 0 WATER SERVICE LINE TO SERVE LOT 2 r V 9
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1 1 cotAc. PORE 5 INV. 4"=2599.20f Z
GPR I O CONTRACTOR TO VERIFY HORIZ. & VERT. LOCATION AND OBTAIN ALL Qj o
NECESSARY PERMITS PRIOR TO CONSTRUCTION. p
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TYPE C SURFACE RESTORATION GRAVEL ROADWAY PER ISPWC SD-303
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I I w p I 12 O2 &xoyA 10 I 14 RELOCATE OHP TO BURIED LINE TO SERVICE LOTS 1& 2 (BY ID. POWER)&7 a
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$ I 15 RETAIN AND PROTECT EXISTING GRAVITY IRRIGATION PIPE AND ORCHARD Z
x I O VAVLES FOR GRAVITY IRRIGATION DELIVERY TO LOTS 1 AND 2. ,� O
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TBM-1 TOP OF NORTH BOLT OF FIRE HYDRANT a O
ELEV. = 2608.00 W 0
DATUM: NAVD 88 �■
CALL DIGLINE
48 HOURS PRIOR TO EXCAVATION DATE: 03/29/2021
PHONE 1-800-342-1585 DRAWING: Design.dwg
TO REQUEST U.C. LOCATIONS JOB NO: 20041
SHEET 2 OF 2