HomeMy WebLinkAboutC-PP-2.4 East Wickham-Utility Profile MERIDIAN CITY APPROVAL
MATCH LINE
SEE PP-2.2
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Iw S2 1+00 E. WICKHAM ST. 2+00 I I S7 11 3+00 — 3+50 E. WICKHAM STREET i z SCALE: 1" = 20'
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PT:6+10.14 ( ( O ° ° n - Dawson Ranch, LLC
LOT 2� I °°°° LANDSCAPING I 6865 S. Pemberley Pl.
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5'SIDEWALK I I a ° ° ° ° ° 1 °° s ° ° ° s ° ° ° ° ° ° Meridian, ID 83642
LU — — — — I i Contact:Jarron Langston
I I / ---- , THE KEEP PHASE 1 I Phone: (208)724-6239
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SEWER NOTES: MATCH LINE E. WICKHAM ST. PLAN NOTES:
1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE SEE PP-2.1
1. This drawing is considered preliminary unless
WITH THE ISPWC AND THE MERIDIAN SUPPLEMENTAL SECTION 500. affixed with a municipal approval or
2. SANITARY SEWER SERVICES SHALL BE TYPE 'A'-'D' SERVICE accompanied by a separate approval document.
CONNECTIONS PER ISPWC SD-511 WITH 2%MIN. SLOPE FROM SEWER 2. All sanitary sewer improvements shall conform
MAIN TO RIGHT-OF-WAY. with the standards and specifications of the
City of Meridian.
3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN 2760 2760 3. All culinary water improvements shall conform
STANDARD DRAWING SW3. a� with the standards and specifications of the
4. SEWER MANHOLES SHALL BE 48" STANDARD TYPE A COMPLYING City of Meridian.
N Ice W 4. All improvements in the public right of way
WITH ISPWC-ACHD SD-507 co � 3 �-
shall conform with the standards and
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2755 2755 specifications of the Ada County Highway
SEWER KEYNOTES M District (ACHD) and the Idaho Standards For
MATCH EXISTING ASPHALT GRADE C�CL. _ ^ N Public Works Construction-ACHD Supplement
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SAWCUT Et PATCH EX.ASPHALT AS N "*� N (ISPWC C-AC ACHD).
S1 CONTRACTOR TO FIELD LOCATE EXISTING SEWER STUB INVERT AND NECESSARY TO MAKE WATER MAIN a Z o 5. All improvements shall conform to Idaho
VERIFY ELEVATION PRIOR TO CONSTRUCTING PROPOSED SEWER FINISH GRADE C�CL CONNECTION w p p
Standards For Public Works Construction
INFRASTRUCTURE. CONTRACTOR TO REMOVE Et REPLACE EX. SEWER -0.43% EXISTING GRADE @CL (ISPWC) standards and specifications.
MAIN AS NECESSARY TO INSTALL PIPE SLEEVE AND MAKE CONNECTION 2750 — — _ _ _ _ _ _ 2750 6. Contractor to field locate and verify the
IN ACCORDANCE WITH CITY STANDARDS (MERIDIAN SD SW1 Et SW2. IN _ _ _ _ — — —
— — — — — — — — — — — — horizontal and vertical location of all utilities
THE EVENT THAT THE ACTUAL INVERT ELEVATION DIFFERS FROM THE PRESSURE — —
ELEVATION REPORTED ON THESE PLANS, CONTRACTOR TO CONTACT IRRIGATION prior to beginning work.
DESIGN ENGINEER IMMEDIATELY FOR DESIGN ADJUSTMENTS. CROSSING REMOVE BLOW-OFF Et
.1 CONNECT TO 8"PVC
+ EX. GATE VALVE EXISTING 8"PVC PP-2.3
S2 INSTALL SEWER MANHOLE PER ISPWC SD-501 2745 24"GRAVITY WATERLINE 2745
IRRIGATION
INSTALL 4" PVC SEWER SERVICE TYPE "A" CONNECTION. TERMINATE A
S3 LATERAL WITHIN T OF BUILDING. SEE PLUMBING/MECHANICAL PLANS ———
FOR CONNECTION DETAILS. — ——
PP-2.4
S4 INSTALL 4" PVC ASTM 3034D SDR 35 PVC SANITARY SERVICE MIN, PER 2740 20 LF 12"PIPE SLEEVE 2740 •.
ISPWC SD-511 "B" -- ----
160.40 LF of 8"SDR -- ---- ----- ----- _ � N THE KEEP
35 SS @ 0.40% ---- - ----- P PHASE 2
S5 INSTALL 4" CLEANOUT PER ISPWC SD-506A KEY MAP
20 LF 12"PIPE SLEEVE
S6 NOT USED
2735 2735
S7 POTABLE MAIN/NON-POTABLE MAIN CROSSING. SEE SHEET C-4.0 FOR DETAILS. ,I+QQ 2+00 3+00 3+50
POTABLE MAIN/NON-POTABLE SERVICE CROSSING OR NON-POTABLE E. WICKHAM ST. PROFILE
S8 MAIN/POTABLE SERVICE CROSSING. SEE SHEET C-4.0 FOR DETAILS. HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
S9 20 LF OF 12" x$" SS PIPE SLEEVE PER CITY OF MERIDIAN SD SW1 Et SW2
APPROVED FOR CONSTRUCTION:
These plans are valid for construction only with the
signature of the design engineer on the line below.
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Approved Date
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N N�12/19/24rp 4U
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Keep West
N Subdivision
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East Wickham Street
Utility Plan & Profile 1+00 to 3+50
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PROJECT:
DRAWN BY: CRS
N REVIEWED BY: ERB
REVISIONS:
No. DATE REMARKS
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DATE:
Q December 19, 2024
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Y SHEET NUMBER:
PPa
Q 2e4
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