HomeMy WebLinkAboutFA-1.1 South Netherfield Way-Utility Profile-1-1.1 MERIDIAN CITY APPROVAL
\ \ \ \ \ CONTRACTOR TO MATCHDM
\ \ WALK TO VERTEX PHASE \
\ 2 SUBDIVISION WALK
VERTEX PHASE 2 L L
Partners
\ \ \ \ \ SUBDIVISION
\ STA 0+63.28, 14.31'LT.
\ \ \ \ \ 2815 East 3300 South, Salt Lake City, UT 84109
\ STA 0+63.26, 0.19'RT., \ \ EX. TOP OF BANK, (801) 305-4670 www.edmpartners.com
\ ANTICIPATED END OF VERTEX \ ' FARR LATERAL
\ PHASE 2 ROAD CONSTRUCTION
001 J Nay`°
\ STA 0+63.28, 14.69 RT. / ��p0 \ / •
CONTRACTOR TO MATCH 8 op
WALK TO VERTEX PHASE
2 SUBDIVISION WALK 5 os\ STA 0+74.99 \\ /
y 17 �9, SCALE: 1" = 20'
30, \\ FP
n o \\\ Noy° �3�° °�� 0 10 20 40 60
y OWNER:
Dawson Ranch, LLC
6865 S. Pemberley Pl.
Noy STA o 93.29, 14.28'LT. ` Meridian, ID 83642
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oy`° �' / P�' \ $•75' TYP LL `v Contact: arron Langston
\\ \ \\ VERTEX PHASE 2 / / N \ y`° \\\ I^ PHONE) 208 724-6239
\ \ \ \ \ FUTURE 8"WATER MAIN CURRENTLY UNDER SUBDIVISION oo / \ \
\\ \ \\ CONSTRUCTION IN VERTEX 2 SUBDIVISION. / Nay`° STA 0+93.26, 14.72'RT.
NO
\ \ \ CONTRACTOR TO COORDINATE WITH VERTEX 2 /
\\ \ CONTRACTOR Et CITY OF MERIDIAN FOR CONNECTION. / p yo
NOTES:
� / \ � 7.00'o \ 1. This drawing is considered preliminary unless
O goo affixed with a municipal approval or
<T accompanied by a separate approval document.
STA 0+63.26, 0.19'RT., \ EX. TOP OF BANK, / /� �� oy�o/ STA 1+28.64 14.50'LT. 2. All sanitary sewer improvements shall conform
ANTICIPATED END OF VERTEX ,\ FARR LATERAL Noy° / / N \ / o with the standards and specifications of the
PHASE 2 ROAD CONSTRUCTION
\ \ / \ 6�9 i City of Meridian.
�o/ /� 013 \�\ / 3. All culinary water improvements shall conform
STA 0+74.99��\ NO\- / / 13• STA 1+19.43, 14.50'RT. /
i — with the standards and specifications of the
EX. TOP OF BANK, ,� od 3o ao City of Meridian.
FARR LATERAL Q' / l.01 i 4. All improvements in the public right of way
/ INSTALL 50 LF OF , �e� how 1� 6 / shall conform with the standards and
A k9 12"STEEL SLEEVE k` / �• �' / STA 1+26.37,
/ 3. ao,� \ ^ specifications of the Ada County Highway
/ Noy`° e�'o 00 00, /°/ District (ACHD) and the Idaho Standards For
.01 /" / / sS Public Works Construction-ACHD Supplement
(ISPWC ACHD).
�000 „/" /z,/" 5. All private improvements shall conform to Idaho
Standards For Public Works Construction
(ISPWC) standards and specifications.
6 Contractohe
horizontal and field to verify locate and t and vertical location of all utilities
BRIDGE DIMENSIONAL DETAIL DIMENSIONAL NOTE: SEE STRUCTURAL PLANS FOR prior to beginning work.
/ EX. TOP OF BANK, \ \° / j S S�OF�V _ SCALE: 1"= 10' BRIDGE DIMENSIONS. STRUCTURAL PLANS TO
\
Noy`o FARR LATERAL STA 1+26 37 g41r PREVAIL.
0100� 10
N S. NETHERFIELD WAY
/ 2+00 T ss ss
THE KEEP
PHASE 2
41 I \ KEY MAP
STA 1+48.67, 20.22'RT. <q^, M
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— LOT 21
APPROVED FOR CONSTRUCTION:
FARR LATERAL BRIDGE PLAN These plans are valid for construction only with the
2770 HORIZONTAL SCALE: 1" = 20' 2770 signature of the design engineer on the line below.
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Z 3? Approved Date
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2765 � ^ M �Cn 2765
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APPROX. END OF ROAD 14176
o STA: 1+23.33 ct� 10/18/240
2760 2760 � �x 4U
o9 TF OF
w \ M PRESSURE RQ R
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IRRIGATION
CROSSING
\ FINISH GRADE @CL
v \
2755 COMBINATION IMPROVEMENT PLAN S) 2755
o AIR/RELEASE VALVE, Farr Lateral
PER ISPWC SD-408A
E WATER CONNECTION IN
Cq \ EXISTING GRADE
v VERTEX 2 SUBDIVISION PLANS
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— — — — — — — South Netherfield Way
2750 2750
M — — — — — — — — — — —
Utility Plan & Profile
A
PROJECT:
w DRAWN BY: CRS
N 50 LF 12" STEEL SLEEVE 8" GATE VALVE
2745 2745 REVISION •REVIEWED BY: ERB
No. DATE REMARKS
v
Ey
45.21 LF of 8"SDR
0 35 SS @ 0.65%
v o
x o
2740 2740
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0+50 1+00 2+00 3+00
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FARR LATERAL BRIDGE PROFILE DATE: October 9, 2024
Q HORIZONTAL SCALE: 1" = 20'
U
Y VERTICAL SCALE: 1" = 5' SHEET NUMBER:
FAa
Q 191
A