HomeMy WebLinkAboutConstruction Drawings - C2.0 V113 200'
SOUTH I
5 LF 10
I
J
8"x6" TEE /
8", 6" GATE VALVES
/ONSITE PLANS BY OTHERS
� I
Q�
OP
J�
�O
Q�
L— Po - --- ---- — --I
S 18 18
Sy
11 12 3
1n
SS,A
°o 0o
W8moommo�mmW8�W8�T
I---------------------
PROPOSED SSMH #1, 10+40.12 11.3'
RIM EL. 2598.18--, I IJ
NE 4TH ST. CL — i0+00 — — 8" INV. OUT = 2592.01
1
T
OFFSITE UTILITIES PLAN
SCALE: 1 "= 10' o o zo
10+00.00
2604
2600
2596
2592
2588
2584
10+00
SERZSCALEVPELRPLAN
PROFILE
:
00
1
I 3
I
xl
I
_ x — x x — x x — —x
SD I
9171 F
w
to
A I
�— — — —�— — — — — — — — — — — — — —tW8
---------------------------
---- W -----W8---8�W8------W8�W8�W8�W8�
ram— -- — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I � SS- SSn"M SS
14 114 LF ss—ss'mo-onss 1
10+50 I —=19.52' — _ NE 4TH ST. CL 11+00 �Ss 11+50
— — — — SS8 SS8— — — — — — — — — — — —
SS8 —SS8------------ ss _ 7
---------------- SS8
F----------------------I r — — — — — — — — — — — — — — — — — — — — — — — — — I EX. SSMH#N-1,
I
11 +00.00
I I I RIM EL.2597.30
8" INV. IN = 2588.06
10" INV. OUT = 2587.96
I
I
f
I
s
I
f
—w_ —w
D
r
m
� 9 f
m
— — - - -
NW8�W8iiiiiiim
8" TEE
3 8" GATE VALVE
12+00
I I
+58.00 f
4 I
F
I
I
12+00.00
2604
PROFILE SCALE:
VERT. 1" = 2'
HORIZ. 1" = 10'
2600
2596
2592
2588
2584
CORE, SAW CUT AND CHIPPED
CHANNEL WITH 0.10' FALL
INVERT IN TO EXISTING OR AS
SHOWN ON PROFILE.
NEW 8" SEWER
MAIN, WITH
CORE-N-SEAL BOOT
NEW 8" SEWER
MAIN
KEYNOTES:
OEXISTING SURVEY MONUMENTS TO BE RETAINED AND PROTECTED.
1 CONTRACTOR SHALL HAVE A LICENSED SURVEYOR LOCATE AND MARK ALL
EXISTING MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENT
DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED BY A
LICENSED LAND SURVEYOR AT THE EXPENSE OF THE CONTRACTOR.
O2 CONTROL POINT: #1- MCP. BABYMAG, EL. = 2596.78
OPROPERTY LINE.
OEXISTING 8" CITY OF MERIDIAN WATER MAIN. RETAIN AND PROTECT.
O EXISTING 6" SEWER SERVICE. RETAIN AND PROTECT.
OEXISTING 10" CITY OF MERIDIAN SEWER MAIN. RETAIN AND PROTECT.
OEXISTING MANHOLE. CORE EXISTING MANHOLE AND REFORM CHANNEL
PER DETAIL 3, SHEET C2.0.
OAPPROXIMATE LOCATIONS OF EXISTING SEEPAGE BEDS. RETAIN AND
PROTECT.
O9 CONNECT TO EXISTING 8" WATER MAIN. INSTALL FITTINGS AS REQUIRED.
10 INSTALL 8" C-900-CL 235 PSI DI18 PVC WATER MAIN.
11 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN W-7.
12 INSTALL 1" WATER METER BY CITY OF MERIDIAN W-1
13 EXISTING FIRE HYDRANT.
14 INSTALL 8" ASTM 3034, SDR 35 PVC SEWER MAIN. FITTINGS AS REQUIRED.
SEE PROFILE ON SHEET C2.0.
15 TYPE "B" CONNECTION FOR 4" SEWER SERVICE PER CITY OF ISPWC SD-511.
16 INSTALL 4" ASTM 3034, SDR 35 SEWER SERVICE. 2% MIN. SLOPE, BENDS
AND CLEANOUTS AS REQUIRED.
17 INSTALL 4" SEWER CLEANOUT PER ISPWC SD-506A.
18 CAP AND INSTALL SERVICE LINE MARKER PER ISPWC SD-512.
19 INSTALL STANDARD PRECAST MANHOLE PER ISPWC SD-501 WITH PRECAST
BASE TYPE A PER ISPWC SD-501A.
20 SLEEVE DOMESTIC WATER LINE PER ISPWC SD-407.
NOTES:
1. CONTRACTOR TO CERTIFY ALL POTABLE / NON POTABLE WATER
CROSSINGS MEET ISPWC SD-407.
2. STREET CUTS AND SURFACE REPAIRS PER ISPWC SECTION 307.
3. THRUST BLOCKS AND ANCHORS PER ISPWC SD-403.
4. SEE SHEET C1.0 FOR STORMWATER IMRPOVEMENTS.
5. MIDSECTION LINE WATER MAINS SHALL HAVE 5' OF COVER, IN ALL OTHER
AREAS COVER SHALL BE 4'.
EXIST. MH BASE.. a
SEWER MAIN
MANHOLE
EXIST. 10" SEWER
MAIN IN AND OUT
EXIST. SEWER
SERVICE
ORE, SAW CUT AND
CHIPPED CHANNEL WITH
0.10' FALL INVERT IN TO
EXISTING OR AS SHOWN
09 N PROFILE.
TSCALE
EXISTING MANHOLE MODIFICATION
: PER PLAN
roCALL DIGLINE AT 811
BEFORE YOU DIG!
Know whaft below.
Call before you dig.
Drawings not to be reproduced without
written permission from
Alpha Omega Engineering LLC.
V /
5W
L
Oo
2
Z
Z
Q
0
3:
W
O
F-
W
W
Z
~
OH
^
v J
W
Z
co
cr
�
V
W
LL
REVISIONS
NO. DATE DESCRIPTION
PROJECT #: 22006
DATE: 02-11-22
DRAWN BY: MRL
SHEET TITLE:
OFFSITE
UTILITIES PLAN
SHEET NO.:
2.0
O
Z
W
w
W