HomeMy WebLinkAboutReeves Road Sewer Line i
i
NEW SPRINGHILL ROAD
\ 60 Easement
_ Ea EE9e of ASOnoll
Ex Buriee M.P 41,1. —— —
{
Ea.Telephone C 5 00 .H. e
.N.
Line Locolio P' Pr H. x__—_—____ ..0
a _AL 2— Flume 1.00 Ex FencY H 4
\ Ex CMP Proposed 8' B 00 9.00 10.00 12 0 IS+00 1�.00 IS+00 16 0
Remnonis of Ex.Fence G.oO nro0
* o e emove
\ Sanitary Sewer / 30'Utility Easement
Ex
Se30•SAnibry +�
wer Main
.10 R.O.W.
RAIN FIELD
(/ w
FIELD \� Of Proposed New zl
GRAIN / Rood Alignment � J
U
I" NOTE TO CONTRACTOR: M.H.�s I Thru 6 Stubbed GI
5�To
For Future Connection
The South B Copped
/
All stub outs Shall be e"PVC
unlsas o"1orWise noted
50 0 50 100 erode on all stub outs shall be
/ 0.4% unless otherwise noted
1"=50
state reef
SCALE:
PLAN- 1"=50'
PROFILE-HORIZ. I"=50'
VERT: I" = 5'
0+00 1+00 _ 2+00 _ 3400_ 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 _13+00 _ 14+00 15+00 16 t
00
t14
i .
35
+ I
:-- - - -- -- - - - -- - - - — E -
- -- I I Backftll Under
i Rood Section Shall Br { I -r Dint in 4of C er er -
n cor nce I �«—
MDOH Specifications: t : I im• 3.2' j I / inus roveI --
8 Rpyuirgments _- ._ _ -� - — i ; i ( f Ble et C m red 10. =i3e p
el I
im= 1 zis�ng rode•a _ - -- - - f -
i __ i 9. De p Top II
I i eieP -- - --
_ 6. e'DeOp 2 - - —_
RIM. Eve,SOR 35 VC S, 40t +04, y
I 0
I. 11
} 40 L.F B S ; - - - ---- -- --- - -
�. 8 SDR• 5 P t .004/ft. -- - - -_ -
-- '-- t - -- }
New jnv.=1 .12' - - - -
-04
r 0 t 0 o
m
i tttl
t p`o { t - -
-COS PT -_
- - LOP
tA2!
GAS TON ENG/NEER/NG SUR VEY/NG
i � g_ _
BOZEMAN B BUTTE MONTANA
�Y REEVES ROAD
� Cal i I
I W gym _ J, SEWER LINE
ift
- + —
DRAWN BY MILK DATE 6/1/90
- CHECKED BY DLF PLAN & PROFILE REVISED
APPROVED GMG
SCALE: AS SHOWN PROJ NO, 90-537 SHEET I OF 2
T
I End Sewer Service
1 5�From Foundation
Remaining Service
I 1 : 8y Others S /
1 I
I
1
150 L F 6'r Sewer Service
I I I I I of /4 h1.
1 ►I I I 105 LF fi'Sewer Service al I/4'%ft.
I I Cap For Future Co
Road Easement � ! 1 �
______-__- _-______-_ ________________________ _____________-__-_______-___ _____ ___ _- ______--_____ ---------------- __ PowFe vOlE '�- —i—�'�--
Ea.Eeef 01 Asphalt /j 11 15' �l O WEe PoLE
M. _ __
/ 5 28a85
•e.
16.0 •Nt '+�
_ _ ___-__ ______________ _____ _______—
___________________� ^________-__-_
---------------- _--_ e\\
i4 M.N.+KS M.N.i6 / 30'Sewer Easement \�
-- le 00 --- IIaOp--- 18E 0 00-- 19�00 ---2 --- 21 0 24---- 22�00 ----2 r00
---- � O
I f1E�
CRpIN
GRPIN
wlz
JI NOTE TO CONTRACTOR M.Hs I Thru 6 8 M.H.8 Stubbed 5
To The South Copped
For Future Conn nection
All stub outs shall be 8°PVC
Q) unless otherwise noted
50 0 50 100
0rode on all stub outs shall be
1°=50- 0,4% unless otherwise noted
scale feet
SCALE
PLAN-1°=50'
PROFILE-HORIZ:I"=50'
VERT. 1"= 5'
16+00 17+00 18+00 _ 19+00 20+00 22+00 -- __ _ 2 QQ�_ 24+00 25400 M-00 27+00 28+00 29+00 30+00
t
j 1 { -—+ - - — —
45
f t •
-- Rim= 1.0� m=4 .O'
40 a t eep
t RIM: _ _ ; -�- 10. 'Deep 9 'DeHp
Rim 29.6. _ {_ �►i- _ �± 10.54'D ep q 0 L.f 8" DR 5 P C S. of .0 '/ft. - - - -
J -
` - - -
I at 00136'/ft. p /ft. -
0, 00 SD 35 VC
>. ,CD
I I ' t r 4 N W - I (D 9)0
6
DR P _g .of t o m - �- - — - t - — CONST T•
°" n `0 NGASTON ENG/NEER/NG Q SUR VEY/NG
+ �_ BOZEMAN & BUTTE MONTANA
► Y o t +
N
- �- - + - REEVES ROAD
w — _. - __ _�._- O ► i 1 8 1 P N # -..
t Y- : ° ; N ► SEWER LINE
--
o - - - - .-- -- - - - - - - - - - - - -
. DRAWN 8Y MLK DATE_ 11/90
CHECKED BY oLF_ PLAN a PROFILE REVISED
� APPROVEC--GMG __
SCALE AS SHOWN PROJ NO 90-537 SHEET 2 OF 2
r.. N AP RoRECORD DRAWINGS '
I , s J.
i NAM ITLE DATE` i I azo
r�+ p� THOMAS,DEAN&HOSKINS,INC. �Ui 'o_o
-ELEVATION DATUM SAWCUT, REMOVE AND i I 1�OG ENGINEERINGCONSULTAN'PS 4 09 r CONNECT TO EXISTING I
ALUMINUM CAP REPLACE ASPHALT AND i , s ru.�S-WZEu -K ELL uam— I�1
1� REMINGTON WAY _ 8" SEWER MAIN WITH i SEYPOiis'�rorEi w�Ml�p,m 3
ELEV. 4888.00 FT CONCRETE CURB I Z
4" INSERTA-TEE (2) I i O
REMOVE EXISTING 4' CAP -- ' - I i'—j Zui
F
INSTALL 4"
CAP WITH
I o�-OVALVE AND @
O FFW��11
F F
-- ---- -- - 0 20' 40' 60' w ►a
p T/ �- *---®--- -- - " ISTALL�i WATE --- I I I Z w fA
--- -
. IF-- -----•----- -E � o i i S C A L E o 0
- - / xz
-� ----�- --� ® CONNECT TO WATER STUB / ® -®''s'�'I-L 4• SEWER wo
i.0 " ;�- GENERAL NOTES: W Z °� U
VICE in
INSTALL 1" WATER SERVICE I (60 ) 1. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM j Q z m
`CLEAN UT i i DRAINS AND WATER LINES. -
RETENTION POND W
I I 14.00' _ - 2.3' HIGH ROCK CHECK T I I UJ O W
DAM IN EXISTING DITCH "I I. 2. MAINTAIN A MINIMUM OF 18•VERTICAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAINS & co
o
USE EXISTING 4" TOP: 4889.50 a-�" i i WATER LINE CROSSINGS. ZOO Z�
SEWER SERVICE 4:1 SLOPES ® i li O�O
I
—�— ® VOLDRAIN ROCK T "I 3. CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT INTERFERE WITH 00¢ V o
I I t CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER. W O: z m
I I r I cr to to N W J
I I d (3'x15') i i 4. ALL WATER LINES TO MAINTAIN A MINIMUM OF 6.5' OF COVER FROM FINISHED GRADE TO TOP OF w w ED O
RETENTION POND- 5 I it PIPE. O 00 �Zp
/ DRAIN ROCK (6.5'x37') ?j SEE DETAIL , , xj �yN
TO NATURAL GRAVELS L ® C3 +-," I I 5. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY VALVE & BOX, DRAIN GRAVEL AND �o
I ROOF DRAIN j
TOP: 4889.00 I O o [I �N J
I ( DOWNSPOUTS BOTTOM: 4887.50 CLEANOUT� I ii CONCRETE THRUST BLOCK (SEE MPWSS CONST. STD. NO. 02660-4). pi N
(TYP.) VOLUME: SLOPES
ES ,,� _ 1 6. ALL 4" SEWER SERVICES SHALL BE SCHEDULE 40 PVC. n
2.5:1 SIDE SLOPES �- _
II
I I i,i 7. DRAIN ROCK SHALL BE PLACED IN THE BOTTOM OF ALL RETENTION AREAS IN ACCORDANCE TO DETAIL g F rw-�
I I II AND EXTEND DOWN TO NATURAL GRAVEL SUBSOIL, INCLUDING THE DITCH/POND ALONG EAST C3 Q Q Q
48" MANHOLE - ®° "I'I PROPERTY LINE. O O O
I I WITH GRATE LID DRAIN ROCK (TYP.)
I I RIM: 4888.21, r
INV: 4882-2Ak SEE DETAIL
COB STD DWG
NO. 02720-4 ll v' - "
TYPE 2 EXCAVATION / TYPE A BACKFILL m m m
fl
DRAWN BY: JLN
I I I 11
DESIGNED BY: JLN
GRADE RUNOFF TO " j QUALITY CHECK- DJC
FX RETENTION POND II DATE 1o.z7.o6
y SLOPE
EN PIPE ® 36"o (TYP.) F JOB NO. B06-043
I I SLOPE ENLARGE TO 36"m FlELOBOOK
HDPE MANIFOLD I I
—' ^ l
CONNECT TO _.-------------------- - ------- II
EXISTING SDR
m I� 35 4" SEWER a 36"0 HDPE RETENTION PIPING I -
L�FN
INV:L.F.
(3X5,82.95 i I� -----
SERVICE WITH80 C I '-----'-_+�_________
4" SCH 40 -----------------------------------------------------
SEE DETAIL3 I
C3 - , I i 4890
CLEANOUI a a c INSTALL 4" SEWER T
SERVICE (214,LF) I
//� "i i•
SAWC T, RE I I
I I I CONSTRUCT SWALE TO i
AND
ETLACI III INSTALL CLEANOUTS (6x) COLLECT RUNOFF FROM
I CONCETE C BAT ENDS PER CURB STOP ROOF DRAINS
I I a 1 V___�RECOMMENDATIONS UFACTURERS ELEV: 4892.08 (NP.) I I INSSTA 1+00 TO 3+49
L.F.
I INSTALL 0 T L.F.
STA 1+82 -�� I I B" CLASS 51 DUCTILE IRON Lij
A +65 I 8"X6" TEE - -STA 3+47 dl I• Q Z
8 LF OF 6" PIPE
0' ND I INSTALL 3'i _ I I I Z
8.0' HYDRANT 1,01 3 WATER SERVICE
I I BURY: 4891.64 ? I i ry Q
I I 2+00 ARROW 6BOLT ELEV. 4893.96 FT 3+00 -S IA .i+49 1' i i V Z J
I x�_. ,_ - 8 . 1 B"x6" TEE (CAP EAST LEG) I i N 0 a
8 LF OF 6" PIPE Z
RETENTION POND 7.5' HYDRANT i
W/ DRAIN ROCK (1.5'x38.5') BURY: 4892.Y0. I I of O Z
TO NATURAL GRAVELS
I TOP: 4890.50 68 I I w ~ Q J
BOTTOM: 4889.00 ® ARROW BOLT ELEV. 4694.88 FT S _
I VOLUME: 345 CF - •I I o a a S a Z w
251 SIDE SLOPES I +r> t0 Z ro9 O m o N
®_ ® WE t Z m F
W m
I 9.00' - INSTALL rn�3 m�
SERVICE (10.3 LF) r i I• 4880 20
I rREMOVE EXISTING 8"X4' TEF %,�% /�i i/i/! ; I n o >y� m rn � � n?
4" FIRE SERVICE LINE ROOF DRAIN j rn rn GT'O GJ'� m rn w iO m rn Jw
I CONNECT TO EXISTING DOWNSPOUTS m ^o !i •o
WITH B'GATE VALVE & 8"' (TYP.) • a < a a a
DUCTILE IRON CL 51 WATER = I
CONSTRUCT SWALE 70 '. I "I i 1+00 2+00 3+00
MAIN / COLLECT OFF FROM
ROOF DRAINS -
I , __ � �__.� E- F- f- � WATER LINE PROFILE
I_
I CONNECT TO EXISTING 1"
WATER STUB
INSTALL_t_ WATER_SERVICE
---O -------- LOT 4
K I I ® I CAD NO. 643-C2.DWG
4 SHEET C2 OF
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