HomeMy WebLinkAboutJCD Subdivision EXISTING 6 FT X 12 FT
TELEPHONE VAULT z
APPX 8.5 FT DEEP.
CONTRACTOR TO STA. 36+63
VERIFY DIMENSIONS AND-\ rEXT'G UG FIBER
LOCATION PRIOR TO 1 OPTIC LINE CROSSING
INSTALLING SEWER MAIN. I
I STA. 36+73
I EXT'G UG PHONE FUTURE SANITARY
FUTURE SANITARY �1 1 LINE CROSSING SEWER CONSTRUCTION
SEWER CONSTRUCTION 111
EXT'G 10" DI WM STA. 38+24.9
EXT'G DITCH - ` ' I� CROSSING 60" MH OSM 08
TO BE ABANDONED 1 i ) ( 50' ROW
FLOW 21" SDR35 40 FOWLER
Tyr`% vCSEWER o LANE
EXT'G UG PHONE LINE 1
STA. 36+24.9 - �-- — �—
60" MH OSM 07 EXT'G 8" SDR 35 -EXT'G 8"
PVC SS MAIN DI WM
STA. 36+42 CROSSING
EX PHONE I O W
LINE
CROSSING CROSSINGjSTA. 36+58.7UFEXT'G 10" DI WM
EXT'G UG GAS '7 Co
CROSSING pa
PLAN VIEW—OFFSITE SEWER(FOWLER—BABCOCK)
FUTURE SANITARY FUTURE SANITARY
SEWER CONSTRUCTION SEWER CONSTRUCTION
_�no
OD m F
0 NXa II EXT'G UTILITY - TELEPHONE o x�II
o.x IIZ �NXII
i
I0<x� 0
_+IpX j EXT'G UTILITY - GAS =+X�
0 �r°Di II�0
N�ZZ EXISTING �'ZZ
GROUND
4825.0 4825.0
4820.0 / STA. 36+78 4820.0
8" SDR 35 PVC
SS MAIN CROSSING
Y; IE = 4812.83
4815.0 STA. 36+84 4815.0
10" DI WM CROSSING
IE = 4810.52
4810.0 4810.0
INSTALLED
24" DIA.
PLUG \ INSTALLED
195.0 LF OF 21' DI A. `r 21' DIA.
4805.0 SDR35 PVC SEWER MAIN PLUG 4805.0
SLOPE = 1.025%
0
4800.0 4800.0
k'
OD 00
a
n rn a a a to n �
000 N
0 0 0 0 0 0 0
8 N O N O 0 0
M ✓�1 In'1 M M M M
PROFILE VIEW—OFFSITE SEWER(FOWLER—BABCOCK)
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT #:04-170.8 J
0 50 100 0 5 10 JCD SUBDIVISION - OFFSITE SEWER PAS-BUILT Civil Engineering 72 DISCOVERY DRIVE DATE: 09-26-05 SHEET
(D+�b
Land Surveying BOZEMAN,MT59718 S-OFFSITE MIDDLE.DWG C2-8
PROJECT ENGINEER:CGB
DRAWN BY: DLG (FOWLER-BABCOCK) STA. 36+25 TO 38+25 ALLIED Geotechnical EngineeringPHONE(406)582-0221
BOZEMAN,MONTANA ENGINEERING Structural Engineering FAX(406)582-5770 CD
DESIGNED BY: DLG REVIEWED BY: CGBS-OFFSITE MIDDLE
SERVICES.INC.