HomeMy WebLinkAboutC-PP-2.2 South Netherfield Way-Utility Profile MERIDIAN CITY APPROVAL i
v I I LOT 33 —
I I _— —
DM "JAI
EX. STRUCTURE \J I \ —1
I \ EX. STRUCTURE
— —
\
J 2815 East 3300 South, Salt Lake City, UT 84109
\\VI.
l�
—i — i — � — — ° p e ° � N � (801) 305-4670 www.edmpartners.com
— ° M D
n
LOT 35 L� I _ �� � _ --- — —
_
--- --- �} —PRUP. DRIVEWAY �O v
--- CONTRACTOR TO COORDINATE WITH — I 5 SIDEwA�K I'13 6� ss 11+� `,`, z
- EXISTING HOMEOWNER TO CONNECT EX. _ ° I M
BUILDING SEWER LATERAL TO PROPOSED �f
SEWER SERVICE, SEE SHEET C-4.0 SGT-2 _ — — — — —� o CANDSCAPING hI ss $ M M SCALE: 1 — 20
n — r
55 8 M
— o � s n S8 I I +00 M
e ° q° M -
° e° 5'SIDEWALK 4° , n -0ss 10
I S2 zs 55 I I S7 M M — ° 0 10 20 40 60
as LANDSCAPING CB-4 S2 — �S7 M M °
000 _
1---- CB-5 — OWNER:
S8 I 9+00 _ S8 M — I I -
— Dawson Ranch, LLC
10 O — —
l I M CANpSCAPING — 6865 S. Pemberley Pl.
(/1 + — SS — — SS SS SS SS 55 SS — S N
M SS — \0 + + —
M I 1 Meridian ID 83642
(1 — a 7+a I a 57 _ �_ — —i — 170.79 M — M — 5 SIDEWALK S3
S. NETHERFIELD WAY Contact:Jarron Langston
�— — M II _
N r M M M M M M M M M IM M M M
M M M M s5 Phone: (208)724-6239
Z I S8 I I
M 58 CB.3� — — —
I " ° n
" n n S3 —
LANDSCAPING ° I
eeee __ s5 _ — - I LOT 21 NOTES:
" 5'SIDEWALK S3 1. This drawing is considered preliminary unless
affixed with a municipal approval or
S3 S5 —_ I accompanied by a separate approval document.
2. All sanitary sewer improvements shall conform
with the standards and specifications of the
— S5 — — - - -- - - - --- - — LOT 20
p
City of Meridian.
I3. All culinary water improvements shall conform
I with the standards and specifications of the
City of Meridian.
I � 4. All improvements in the public right of way
LOT 19
— shall conform with the standards and
II specifications of the Ada County Highway
LOT 18 I I ---
District (ACHD) and the Idaho Standards For
d Public Works Construction-ACHD Supplement
" I — (ISPWC-ACHD).
I5. All private improvements shall conform to Idaho
I — Standards For Public Works Construction
_ — d (ISPWC) standards and specifications.
6. Contractor to field locate and verify the
S. NETHERFIELD WAY PLAN horizontal and vertical location of all utilities
prior to beginning work.
PP-2.3
2760 2760 A
N
J W J
W Z N M Z PP-2.4
00 v 00 u'f 00
V 00 00 M 00 0
o THE KEEP
2755 '4 N O O CD 2755 PHASE 2
14 Ln ' 1-4 ^ � ^ Ir. KEY MAP
N + N N N H Ln
+0 00
N N H
v�i � � ZZ 0 NH � Z O
�, �, w w w 4'MIN COVER, ,� Ln w \
6'MAX COVER EXISTING GRADE FINISH GRADE
2750 ccL ccL 2750 \
PRESSURE IRRIGATION CROSSING
2745 2745
APPROVED FOR CONSTRUCTION:
a
.� These plans are valid for construction only with the
v 314.68 LF of 8"SDR signature of the design engineer on the line below.
35 SS @ 0.40%
2740 251.34 LF of 8"SDR
35 SS @ 0.50%
Approved Date
v
2735 2735 ONA LFFNc�A
Z 6+00 7+00 8+00 9+00 10+00 11 +00 -- o F1�
S. NETHERFIELD WAY PROFILE (P�10418/�24o
HORIZONTAL SCALE: 1" = 20' IRRIGATION NOTES: 9rF OF
U VERTICAL SCALE: 1" = 5' 1. PRESSURIZED IRRIGATION CONSTRUCTION SHALL BE PERFORMED 9,4� R .
�J
IN ACCORDANCE WITH THE ISPWC SECTION 900 AND THE
SEWER KEYNOTES STANDARDS OF THE IRRIGATION DISTRICT IN WHICH THE
v PROJECT IS LOCATED. Keep West
0
S1 NOT USED 2. SECURE AND ANCHOR ALL TEE, PLUGS, CAPS, BENDS, AND 1
A.
E OTHER LOCATIONS WHERE UNBALANCED FORCES EXIST BY •
N INSTALL SEWER MANHOLE PER ISPWC SD-501. SEE PROFILE FOR PIPE Subdivision
52 INVERTS AND RIM ELEVATIONS. SUITABLE THRUST BLOCKING IN ACCORDANCE WITH ISPWC
REQUIREMENTS.
INSTALL 4" PVC SEWER SERVICE TYPE "A" CONNECTION. TERMINATE 3. THE PRESSURE IRRIGATION SYSTEM FOR THIS SUBDIVISION WILL South Netherfleld Way
S3 LATERAL WITHIN T OF BUILDING. SEE PLUMBING/MECHANICAL PLANS BE SERVED BY A PERENNIAL WELL THAT WILL PROVIDE A Utility Plan & Profile 6+00 to 11+30
A FOR CONNECTION DETAILS. YEAR-ROUND SOURCE OF IRRIGATION WATER. THE SYSTEM WILL PROJECT:
a. ❑ INSTALL 4" PVC ASTM 3034D SDR 35 PVC SANITARY SERVICE MIN, PER BE OWNED THE SUBDIVISION COMMUNITY ASSOCIATION. DRAWN BY: CRS
w 54 ISPWC SD-511 "B"
SEWER NOTES: REVIEWED BY: ERB
1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE REVISIONS:
55 INSTALL 4" CLEANOUT PER ISPWC SD-506A No. DATE REMARKS
v WITH THE ISPWC AND THE MERIDIAN SUPPLEMENTAL SECTION 5
H 56 NOT USED 2. SANITARY SEWER SERVICES SHALL BE TYPE 'A' 'D' SERVICE
CONNECTIONS PER ISPWC SD-511 WITH 2%MIN. SLOPE FROM SE
x POTABLE MAIN/NON-POTABLE MAIN CROSSING. SEE SHEET C-4.0 FOR
S7 DETAILS. MAIN TO RIGHT OF WAY.
0 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN
k S8 POTABLE MAIN/NON-POTABLE SERVICE CROSSING OR NON-POTABLE
STANDARD DRAWING SW3.
MAIN/POTABLE SERVICE CROSSING. SEE SHEET C-4.0 FOR DETAILS. 4. SEWER MANHOLES SHALL BE 48" STANDARD TYPE A COMPLYING DATE:
Q WITH ISPWC-ACHD SD-507 October 14, 2024
U
Y SHEET NUMBER:
PPa
Q 292
A