HomeMy WebLinkAboutFA-1.1 South Netherfield Way 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 CONSTRUCTION00,
vo
\ STA 0+63.28, 14.69 RT.
CONTRACTOR TO MATCH 8 Gp
WALK TO VERTEX PHASE
2 SUBDIVISION WALK 5°0\ STA 0+74.99 \\ /
SCALE: 1" = 20'r,
30• \\ FP
n o \\\ Noy° �3�° °�� 0 10 20 40 60
y OWNER:
Dawson Ranch, LLC
N oy \�\ 6865 S. Pemberley Pl.
STA 0°+93.29, 14.28'LT% . ` Meridian, ID 83642
Noy° s �' y�°/ P°' \\ 75'�TYP.�
VERTEX PHASE 2 , LL Contact:Jarron Langston
\ \ \\ \ 1 / \\ �a ' I^ PHONE: (208)724-6239
SUBDIVISION 00
\ \\ \ \ FUTURE 8"WATER MAIN CURRENTLY UNDER - �V0 STA 0+93.26, 14.72'RT.
CONSTRUCTION IN VERTEX 2 SUBDIVISION.
\ \ \ \ \\ CONTRACTOR TO COORDINATE WITH VERTEX 2
\\ \ CONTRACTOR Et CITY OF MERIDIAN FOR CONNECTION. p/
Noy`°
NOTES:
Vol / \ 7.00'\ 1. This drawing is considered preliminary unless
100
N g3 3$ \\\ �q °o affixed with a municipal approval or
accompanied by a separate approval document.
STA 0+63.26, 0.19'RT., \ EX. TOP OF BANK / �' ,� / `�� / 2. All sanitary sewer improvements shall conform
ANTICIPATED END OF VERTEX / oy�° STA 1+28.64, 14.50'LT. .01
PHASE 2 ROAD CONSTRUCTION \ \ FARR LATERAL Noy° / a/ �� N / 6 io with the standards and specifications of the
\ / �� _ / \\ 6�9 �� City of Meridian.
\ y�°/ /� 30° STA 1+19.43, 14.50'RT. \�\ / / i 3. All culinary water improvements shall conform
STA 0+74.99��\ No / d / 1 i with the standards and specifications of the
EX. TOP OF BANK, ,� °d 3o ao City of Meridian.
FARR LATERAL Q' / i 4. All improvements in the public right of way
y\° INSTALL 50 LF OF 000 shall conform with the standards and
STA 1+26.37,
A k93. 12"STEEL SLEEVE / ,a;y�� ^ , specifications of the Ada County Highway
Noy° e°'° / °° � i , District (ACHD) and the Idaho Standards For
° / yo/ // / i / sS Public Works Construction-ACHD Supplement
/ (ISPWC-ACHD).
/ ,a / - ' / � 00-� 5. All private improvements shall conform to Idaho
N / Standards For Public Works Construction
Noy° \ ° // (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�°F�y\ SCALE: 1"= 10' BRIDGE DIMENSIONS. STRUCTURAL PLANS TO
� Noy�o FARR LATERAL STA 1+26.37 / 44 PREVAIL.
0000� 10
N S. NETHERFIELD WAY
2+00 SS SS
THE
KEEP
PHASE 2
\ M I \ KEY MAP
i /Ss sz/ STA 1+48.67, 20.22'RT. 441VDS CgP^,
1G " m ��� M M M M
\ I FA-1.1
� - 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.
v
w
0
Z 3? Approved Date
01 co
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CO
o
O 7 W N
2765 � ^ M �Cn 2765
o, a, N 0 N ANAL F
u1 M ^ N
v
v 'Lln, LAv~ z W W O ��
APPROX. END OF ROAD N
STA: 1+23.33 N 12 419 6 4 0
2760 2760 � 44/
w \ PRESSUREq R\
Ln IRRIGATION
CROSSING
co
\ FINISH GRADE @CL
v \ (KEEP 2
2755 COMBINATION IMPROVEMENT PLAN S) 2755
o AIR/RELEASE VALVE, Farr Lateral
PER ISPWC SD-408A
E WATER CONNECTION IN
.� \ EXISTING GRADE
v VERTEX 2 SUBDIVISION PLANS
�cL tossing
J
— — — — — — South Netherfield Way
2750 2750
M — — — — — — — — — — — — — —
Utility Plan & Profile
A
PROJECT:
w 8" GATE VALVE
DRAWN BY: CRS
N 50 LF 12" STEEL SLEEVE
2745 2745 REVISIONS:
No. ERB
No. DATE REMARKS
v
Ey
45.21 LF of 8"SDR
0 35 SS @ 0.65%
v o
x +
2740 2740
U
U
0+50 1+00 2+00 3+00
k
O
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