HomeMy WebLinkAboutC-PP-2.1 South Netherfield Way MERIDIAN CITY APPROVAL
\ 0 VERTEX PHASE 2
\ \\ SUBDIVISION L M 'AAA
\ LOT 24 Partners A
\ STA 0+63.26, 0.19'RT.,
ANTICIPATED END OF VERTEX
2 ROAD CONSTRUCTION R��P�� 2815 East 3300 South, Salt Lake City, UT 84109
\
(801) 305-4670 www.edmpartners.com
\ FUTURE 8"WATER MAIN CURRENTLY UNDER �' d LOT 23
\ CONSTRUCTION IN VERTEX 2 SUBDIVISION.
CONTRACTOR TO COORDINATE WITH VERTEX 2 LOT 21
\ CONTRACTOR It CITY OF MERIDIAN FOR CONNECTION. / a
OPEN �
STA 0+75.04 SPACE �
\\ FUTURE BRIDGE STRUCTURE, LOT 22
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:
Dawson Ranch,865 S Pemberley Pl.
F P \ S2 S o \ - — — — — — — — sGr 1 — — — S5 — — — — — — — s5 Meridian, ID 83642
STA 1+26.76 ;o I ��q�k \ ` — — — — — — Contact:Jarron Langston
S7 OO — — — — — — S3 — — — — — — S3 — I Phone: (208)724-6239
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° ° s ° 5'SIDEWALK
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CB 2 LANDSCAPING W
\ \ N � 2 J N
� ss _ I NOTES:
LOT 6 \ \ 3-3 S8 L _ 1. This drawing is considered preliminary unless
+ S. NETHERFIELD WAY �' _ _ I° I W affixed with a municipal approval or
`V ss ss ss ss ss — ss ss ss —S+QQ— ss ss ss —i i T 6+00 a
z+oo 3+00 4+00 a Q Ln accompanied by a separate approval document.
/w \ d� S2 S8 2. All sanitary sewer improvements shall conform
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I S8 i S7 S8 with the standards and specifications of the I
STA 1+48.67, 20.22'RT. 44/y _I City of Meridian.
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3. All culinary water improvements shall conform
\ \ S.S/OF Nc with the standards and specifications of the
City of
\ wg<k LANDSCAPING CB 1 I LANDSCAPING I 4. All improvements in the public right of way
\ I shall conform with the standards and
\ ` ° 5'SIDEWALK S3 ° ° ° ° n e ° en° ° ° ° . 4 5 SIDEWALK specifications of the Ada County Highway
\\ \ S3 S5 — \ District (ACHD) and the Idaho Standards For
S5 £
Public Works Construction-ACHD Supplement
S5 (ISPWC-ACHD).
5
— \ \ . All private improvements shall conform to Idaho
LOT 5 --- Standards For Public Works Construction
(ISPWC) standards and specifications.
I6. Contractor to field locate and verify the
LOT 2 m horizontal and vertical location of all utilities
LOT 4 LOT 3 I I prior to beginning work.
7
S. NETHERFIELD WAY PLAN
N
2770 2770 \ PP 1.4
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THE KEEP
z J " PHASE 2
w00 KEY MAP
O 70 N
2765 Lh M M 2765
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APPROX. END OF ROAD
STA: 1+23.33
2760 2760
\ PRESSURE
r, IRRIGATION
\ m CROSSING
2755 \ / 2755 APPROVED FOR CONSTRUCTION:
-a These plans are valid for construction only with the
'7 WATER CONNECTION IN FINISH GRADE signature of the design engineer on the line below.
4 KEEP WEST BRIDGE PLANS EXISTING GRADE @CL g g g
c @CL
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2750 — — COMBINATION - o — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2750 Approved Date
10,cn AIR/RELEASE VALVE, PER — — —
ISPWC SD-408A
8"GATE VALVE 8"GATE VALVE
SD CROSSING ANAL
,Z 50 LF 12"STEEL SLEEVE
z 2745 2745 F o `50
14176
�i 45.21 LF of 8"SDR (\X A r
0 35 SS @ 0.65% N 2 19 2P0 �
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U 0 432.18 LF of 8"SDRgRO R\�J�
2740 CIO35 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.
December 19, 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:
PPa
Q 2el
A