HomeMy WebLinkAboutC-PP-2.2 South Netherfield Way MERIDIAN CITY APPROVAL i
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LOT 21 I\\ EX. STRUCTURE \J _
EX. STRUCTURE I LOT 19
� �)17 � Partner
LOT 20 I - - - - - e e °kI � _ 2815 East 3300 South Salt Lake City, UT 84109
(801) 305-4670 www.edmpartners.com
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--- ---- ---- CONTRACTOR TO COORDINATE WITH _ __ --- - I �tOR DRIVEWAY ��v
EXISTING HOMEOWNER TO CONNECT EX. T ° 5'SIDEWALK 1 1 � �� w Iz
BUILDING SEWER LATERAL TO PROPOSED
SEWER SERVICE, SEE SHEET C-4.0 SGT-2 LANDSCAPING 1�1 ss -�_ $ SCALE: 1" = 20'
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S2 S7 LANDSCAPING CB 4 I —
OWNER:M CB-5
S8 9+00 _ 58 Dawson Ranch, LLC
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(/1 - 55 — SS SS 55 — S —I —1 M — M LANDSCAPING 6865 S. Pemberley Pl.
rn SS + + M 1 1 Meridian ID 83642
rn I 8+00 ��i — 170.79 5 $IDEwALK
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� = N S7 _ _ M � � s3 � � Contact:Jarron Langston
S. NETHERFIELD WAY 1
- Phone: (208)724-6239
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— s5 � NOTES:
5'SIDEWALK — — I LOT 6 1. This drawing is considered preliminary unless
— — — S3 I� I affixed with a municipal approval or
IS5 accompanied by a separate approval document.
S3 2. All sanitary sewer improvements shall conform
— S5 __ with the standards and specifications of the
City of Meridian.
I LOT 5 I 3. All culinary water improvements shall conform
\ I with the standards and specifications of the
City of Meridian.
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4. All improvements in the public right of way
N LOT 4 I _ shall conform with the standards and
Ispecifications of the Ada County Highway
District (ACHD) and the Idaho Standards For
LOT 3 — 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
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o THE KEEP
2755 n1 N O O ^ N 2755 PHASE 2
onr' N ^ � ^ N KEY MAP
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6'MAX COVER EXISTING GRADE FINISH GRADE
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2750 \
PRESSURE IRRIGATION CROSSING
SD CROSSING SD CROSSING
2745 U2745
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% 2740
Approved Date
v
2735 2735 ONA L FiyG
Z 6+00 7+00 8+00 9+00 10+00 11 +00 -- o 1��
14176
N S. NETHERFIELD WAY PROFILE N�12/19/24ro
HORIZONTAL SCALE: 1" = 20' IRRIGATION NOTES: �TF OF
U VERTICAL SCALE: 1" = 5' 1. PRESSURIZED IRRIGATION CONSTRUCTION SHALL BE PERFORMED q'QO 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 58 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 December 19, 2024
U
Y SHEET NUMBER:
PPa
Q 292
A