HomeMy WebLinkAboutC-PP-2.1 South Netherfield Way-Utility Profile MERIDIAN CITY APPROVAL
\ A VERTEX PHASE 2
\ \ SUBDIVISION
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STA 0+63.26, 0.19'RT., /
ANTICIPATED END OF VERTEX
2 ROAD CONSTRUCTION
LP a 2815 East 3300 South, Salt Lake City, UT 84109
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\ F PR (801) 305-4670 www.edmpartners.com
\ \ FUTURE 8"WATER MAIN CURRENTLY UNDER\__� 000�
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\ CONSTRUCTION IN VERTEX 2 SUBDIVISION. �- LOT 35
CONTRACTOR TO COORDINATE WITH VERTEX 2
\ CONTRACTOR Et CITY OF MERIDIAN FOR CONNECTION. / d
OPEN �
STA 0+75.04 SPACE
\\ FUTURE BRIDGE STRUCTURE, i / LOT 36
SEE FARR CROSSING PLANS /
INSTALL 50 LF OF 12"x 3/8"SS PIPE SLEEVE SCALE: 1�� = 20�
Ok�3. PER CITY OF MERIDIAN SD SW1 8 SW2
/ 0 10 20 40 60
\ \ / OWNER:
LC
�P� / 865 S PeRmberleL
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SGT-1 — — — S5 — — —f — S5 ---_ Meridian, ID 83642
STA 1+26.76 , o q�k S3 Contact:Jarron Langston
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\ OO I Phone: (208)724-6239
J8 3 5'SIDEWALK
LANDSCAPING LU
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ss � � NOTES:
\ \ 3 L o = CL 1. This drawing is considered preliminary unless
1 N S8 I �' � I U w affixed with a municipal approval or
1 — ss 55 — ss S. NETHERFIELD WAY ss ss — - SS 5s ss —5+00- ss s ss —� — 55 —6+00— Imo' LLJ
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z+oo � 3+00 4+00 � a a Q cn accompanied by a separate approval document.
S2 F- - - - - - I � 2. All sanitary sewer improvements shall conform
S8 I S8 S7 S8 with the standards and specifications of the
/ STA 1+48.67, 20.22'RT. <4/y� M I I City of Meridian.
M M M M M M � M M M M M -I
.SIC M � M M M M M M M M M M . M M M 3. All culinary water improvements shall conform
\ \ S.S/OF p/Nc with the standards and specifications of the
\ �q<k LANDSCAPING CB 1 I LANDSCAPING I City of Meridian.
4. All improvements in the public right of way
/ \ \ S3 ° ° ° I shall conform with the standards and
5'SIDEWALK ° 5'SIDEWALK specifications of the Ada County Highway
S3 S5 District (ACHD) and the Idaho Standards For
�\ S5 £
Public Works Construction-ACHD Supplement
(ISPWC-ACHD).
— S5 — — INC
5. All private improvements shall conform to Idaho
----- \ \ Standards For Public Works Construction
(ISPWC) standards and specifications.
LOT 20 6. Contractor to field locate and verify the
LOT 19 I "' horizontal and vertical location of all utilities
LOT 21 I I prior to beginning work.
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S. NETHERFIELD WAY PLAN mA.
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2770 2770 \ PP 1.4
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THE KEEP
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2765 Lh
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APPROX. END OF ROAD
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STA: 1+23.33
2760 2760
\ oM PRESSURE
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IRRIGATION
\ m CROSSING
2755 \ / 2755 APPROVED FOR CONSTRUCTION:
These plans are valid for construction only with the
'7 WATER CONNECTION IN FINISH GRADE si nature of the desi n en ineer on the line below.
EXISTING GRADE @CL g g g
KEEP WEST BRIDGE PLANS
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- - - - - - - -
2750 — — COMBINATION Z — — — — — — — — — — — — — — — — — — — — — — — — 2750 Approved Date
cn AIR/RELEASE VALVE, PER — — — —
ISPWC SD-408A
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8 8"GATE VALVE
"GATE VALVE
EZ SD CROS ING ANAL F
50 LF 12"STEEL SLEEVEzzz
z 2745 2745
14176
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�i 45.21 LF of 8"SDR
0 35 SS @ 0.65% 9 P� ��
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i 432.18 LF of 8"SDR
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2740 35 SS�0.65% 2740
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v 0+50 1+00 2+00 3+00 4+00 5+00 6+00 Keep West
° S. NETHERFIELD WAY PROFILE
q SEWER KEYNOTES SEWER NOTES:
1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE HORIZONTAL SCALE: 1" = 20' Subdivision
a S1 NOT USED WITH THE ISPWC AND THE MERIDIAN SUPPLEMENTAL SECTION 500. VERTICAL SCALE: 1" = 5' South Netherfleld Way
2. SANITARY SEWER SERVICES SHALL BE TYPE 'A'-'D' SERVICE
S2 INSTALL SEWER MANHOLE PER ISPWC SD-501. SEE PROFILE FOR PIPE CONNECTIONS PER ISPWC SD-511 WITH 2%MIN. SLOPE FROM SEWER Utility Plan & Profile 1+00 to 6+00
q INVERTS AND RIM ELEVATIONS. MAIN TO RIGHT-OF-WAY.
PROJECT:
w INSTALL 4" PVC SEWER SERVICE TYPE "A" CONNECTION. TERMINATE 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN DRAWN BY: CRS
N S3 LATERAL WITHIN T OF BUILDING. SEE PLUMBING/MECHANICAL PLANS STANDARD DRAWING SW3. REVIEWED BY: ERB
FOR CONNECTION DETAILS. 4. SEWER MANHOLES SHALL BE 48" STANDARD TYPE A COMPLYING REVISIONS:
INSTALL 4" PVC ASTM 3034D SDR 35 PVC SANITARY SERVICE MIN, PER
WITH ISPWC-ACHD SD-507 No. DATE REMARKS
S4 ISPWC SD-511 "B"
d
S5 INSTALL 4" CLEANOUT PER ISPWC SD-506A
o S6 NOT USED
0 S7 POTABLE MAIN/NON-POTABLE MAIN CROSSING. SEE SHEET C-4.0 FOR DATE:
o DETAILS.
October 14, 2024
q S8 POTABLE MAIN/NON POTABLE SERVICE CROSSING OR NON POTABLE
U MAIN/POTABLE SERVICE CROSSING. SEE SHEET C-4.0 FOR DETAILS.
SHEET NUMBER:
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