HomeMy WebLinkAboutC-4.0 Utility Layout MERIDIAN CITY APPROVAL
DM ' �
Partners
2815 East 3300 South, Salt Lake City, UT 84109
(801) 305-4670 www.edmpartners.com
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EXISTING 8"SANITARY I � I I I I I I I I SCALE: 1" = 80'
I I
(EXISTING 8"CULINARY I N I SEWER(TYP.) I I I I I I I I 1
THE KEEP I I WATER(TYP.) I I I 1 I I I I I I I I
THE KEEP PHASE 1
PHASE 1 I EXISTING WATER MAIN I I 1 1 I I 1
BLOCK 1 1 1 BLOWOFF TO BE REMOVED I 1 1 1 / 0 40 80 160 240
EXISTING 6" 1 1 I I BLOCK 3 I I I I I
FOR CONNECTION CONNECT C EX. 8" IRRIGATION (TYP.) I I I I I I I GRIMMETT LATERAL TO BE PIPED / OWNER:
SEWER BLOCKED � I
14 EX. 6"PVC PI. CUT IN TEE AND 16 I our sru6 I 16 I 15 I I 14 I 1 13 1 1 12 1 1 11 / 1 Dawson Ranch, LLC
/ / I VALVE FOR CONNECTION. SEE SHEET 6.0. 1 ( ) �r �pW
— — — — — (PiY� __ 6865 S. Pemberley Pl.
1 13 I --- REMOVE EX. 2"BLOWOFF AND CONNECT -- 144-
:'s GRIMMETT LATERAL _ — — — _ -- L - - Meridian, ID 83642
s. 1 TO REMAIN OPEN DITCH — TO EX. 8"CULINARY WATER. RELOCATE 2" \
__ _ Contact:Jarron Langston
- — BLOW OFF TO TEMPORARY END OF WATER
1 I 12 — _/� _ _ _ GR' E�Ep,TERAE MAIN ON NETHERFIELD WAY(AT BRIDGE) PI PI PI PI
PI Phone: (208)724-6239
PI PI
PI PI PROPOSED 8"SANITARY
� SEWER PROPOSED PRESSURIZED
P-2.4 SEE IRRIGATION SERVICE(TYP.) /
• -__� � PROPOSED 48"SANITARY Q SHEET P -2.4 '
SEWER MANHOLE PER
nJ P ISPWC SD-501 (TYP.) U "LPD STORM PROPOSED 8"CULINARY LP��
L O PI — PROPOSED 8"CULINARY PROPOSED wET(TYP.) WATER(TYP.) NOTES:
WATER TYP. SEE( )> FIRE HYDRANT `- PROPOSED
\I
SHEET C-4.1 1. This drawin is considered reliminar unless
FIRE HYDRANT /�PROPOSED PRESSURIZED g p y
25.00'LANDSCAPE BUFFER 6"IRRIGATION (TYP.) w w w w w w w w w •w affixed with a municipal approval or
.w
SS SS 77-1 SS S— SS — SS accompanied by a separate approval document.
PROPOSED 48" / S NETHE Fi E�SS - - PROPOSED 8"SANITARY END OF ROADWAY 2. All sanitary sewer improvements shall conform
EX. SLOPE EASEMENT '� SANITARY SEWER w CONSTRUCTION. SEE FARR with the standards and specifications of the
— _ ss - - SEWER(TYP.)SEE - —
MANHOLE(TYP.) � _ \ SHEET PP 2 1 SHEETSCROSSING FOR
I i , - - -- ���) — - --- 3. m
PROPOSED 48"
_ SEEPAGE BED#2, SEE SANITARY SEWER
City oMeridian.
-._-_---
CONTINUATION
All culinary water improvements shall conform
PROPOSED 8"CULINARY ""
PROPOSED 8"SANITARY MANHOLE(TYP.) PROPOSED STORM / e�
�� � SHEET C-5.3 � •• \ with the standards and specifications of the
�� SEWER(TYP.)SEE ` 1 SAND Et GREASE TRAP,
WATER(TYP.) Y
SHEET PP 2.2 `' PROPOSED TERMINAL City Of Meridian.
SEE SHEET C-5.3 (TYP.)
APPROX. LOCATION OF /48"SANITARY SEWER
SEEPAGE BED#3, SEE / 4. All improvements in the public right of way
I I I + EX. SEWER LATERAL. e MANHOLE(TYP.) CONNECT 8"WATER MAIN TO
3 SHEET C 5.3 .J �R ti' .., u CONTRACTOR TO SEEPAGE BED#1, SEE / VERTEX PHASE 2 8"WATER MAIN shall conform with the standards and
I specifications of the Ada County Highway
COORDINATE WITH SHEET C 5.3 INSTALL 50 LF 12" District (ACHD) and the Idaho Standards For
v PROPOSED 8"SANITARY SEWER I � � �
Z HOMEOWNERS TO MAKE e STEEL SLEEVE \\ \\\
(TYP.)SEE SHEET PP 2.3 u CONNECTION TO NEW
SERVICE. SQ 8"WATER MAIN (CURRENTLY UNDER CONSTRUCTION IN Public Works Construction ACHD Supplement
;':' / OPEC VERTEX PHASE 2 SUBDIVISION) (ISPWC ACHD).
� I I i �� 5. All private improvements shall conform to Idaho
Standards For Public Works Construction
J (ISPWC) standards and specifications.
6. Contractor to field locate and verify the
r— PROPOSED WATER DOUBLE horizontal and vertical location of all utilities
w I SERVICE CONNECTION PER VERTEX PHASE prior to beginning work.
Q �� SD-W3, SEE SHEET C-8.2 (TYP.) \ / �� 2 SUBDIVISION
Y I 3 N PROPOSED PRESSURIZED ss
SDR 35 PVC SANITARY SEWER
6" IRRIGATION (TYP.) (55) I-) EXISTING SANITARY SEWER
w PROPOSED WATER SINGLE _ -1 a
SERVICE CONNECTION PER
' SD-W2, SEE SHEET C-8.2 (TYP.) / ' �� SANITARY SEWER MANHOLE
PROPOSED TERMINAL 48" S U RVEYO R
\ 3 SANITARY SEWER MANHOLE
P\ // PROPOSED SEWER SERVICE COMPASS LAND SURVEYING PLLC
PER ISPWC SD-501 (TYP.)
Fi� w w PVC C-900 WATER LINE
623 11TH AVE SOUTH
III (w) Iw) EXISTING WATER LINE NAMPA, ID 83651
(208)608-2510
- L SEEPAGE BED#4, SEE SPACE v �� ' / WATER SERVICE,SINGLE Et DOUBLE CONTACT:
\ SHEET C-5.3 0 ���
P�� D4 Iol a I WATER VALVE,TEE Et BEND (S) RICHARD GRAY, PLS
F FIRE HYDRANT LANDSCAPE ARCHITECT
PROPOSED FIRE EXISTING FIRE HYDRANT
STACK ROCK GROUP
e HYDRANT PER SD-W8,
SEE SHEET C-8.3 (TYP.) VERTEX PHASE (lr) EXISTING GRAVITY IRRIGATION(GI)LINE 404 S. 8TH ST., SUITE 154
BOISE, ID 83702
\W / //� 1 SUBDIVISION EXISTING PRESS. IRRIGATION(PI)LINE (208)716-4787
25.00'
CONTACT:
LANDSCAPE BUFFER / C 900 PVC PRESS. IRRIGATION(PI)LINE
� I (LA)JESSE BUSTER
I 0 PI SERVICE&METER
PI VALVE,TEE a BEND
APPROVED FOR CONSTRUCTION:
10'SIDEWI LK PROPOSED STREET LIGHT
These plans are valid for construction only with the
EXISTING STREET LIGHT signature of the design engineer on the line below.
EXISTING OVERHEAD UTILITY
,1
ASTM 3034D PVC STORM DRAIN
Approved Date
— — — — — — - EXISTING STORM DRAIN
SD COMBOBOX,CB&CO
PROPOSED STORM WATER ONAL FNG
SAND Et GREASE TRAP /
PROPOSED STORM SEEPAGE BED
PROPOSED GROUNDWATER
OBSERVATION WELL 14176
O I•' O EXISTING FENCE C�N�10/18/2 4�x 4tj
c `J —x—x—x—x—x—x— DEMO FENCE "may rF OF
°� I R R .
PROPOSED FENCE O
- — — — — — — — - EXISTING MAJOR CONTOUR
v
Keep West
E
N Subdivision
I I I Utility Plan
PROJECT:
DRAWN BY: CRS
N REVIEWED BY: ERB
REVISIONS:
No. DATE REMARKS
v
H
v
v
SEWER NOTES:
v 1. SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
WITH THE ISPWC AND THE MERIDIAN SUPPLEMENTAL SECTION 500.
2. SANITARY SEWER SERVICES SHALL BE TYPE 'A'-'D' SERVICE
DATE:
o CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE FROM SEWER October 14, 2024
Q MAIN TO RIGHT-OF-WAY.
U
Y 3. SANITARY SEWER SERVICES SHALL BE MARKED PER MERIDIAN SHEET NUMBER:
STANDARD DRAWING SW3.
w 4. SEWER MANHOLES SHALL BE 48" STANDARD TYPE A COMPLYING
00
A WITH ISPWC-ACHD SD-507