HomeMy WebLinkAboutComstock Apartments NOTE:
FOR STATIONS 0+00 THROUGH 8+70
SEE DETAIL 1 ��
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�\ LEGEND MARK A -
�••,d CHANDLER ,
No. 9518ES ,.
' \ --SS-- NEW SEWER LINE
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`•,�•i` \ � .....yy..... NEW WATER LINE /f"`"•RtR KA�'
•`,•• \ �\ ,p�� s=, --- EXISTING SEWER LINE
,!rl+� \ Q.'o .W- EXISTING WATER LINE Sheet t of 4
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LEGAL DESCWTMo4V LOCATED IN THE SE 1/4 OF SECTION 8, T. 2 S.. R. 6 E.. OF P.M.M, GALLATIN COUNTY, MONTANA Zz
GENERAL NOTES1. ALL CONSTRUCTION SHALLCONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS o
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BEQ
'�•y�x \ MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN. �' v
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE W o
ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC.,
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT.
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL
! \ EQUIPMENT AND MATERIALS BY THE ENGINEER AND THE CITY OF BOZEMAN.
t�f 0 \ 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE
! 0'• \ BEGINNING OF CONSTRUCTION.
\ 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS
••,f; \ �\ PRIOR TO BEGINNING CONSTRUCTION.
f�Q+40 wo \ 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR,
Q
j '� °j \ 7. TRENCH BACKFILL SHALL BE TYPE A. Gti
LOT 3 `•• \
1-498 ACRES I 16D 8, MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET. A MINIMUM VERTICAL SEPARATION w
65,264 SO FT I • . a' \ OF 1.5 FEET SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND ALL SEWER MAINS.
3 +80 , �• \ \ 9. BENCHMARK: TOP NUT OF HYDRANT AT STATION 16+46.8 ON 10" WATER LINE
I o ELEVATION = 4837,18 FEET
+20 \
ul '
Z • \
w� 8 \
I f 1+60 .P
[SB9.18'21-E]['
- --]� 156.35 -Ellis- Street-- ���• ,+
15 15 20.27 / 2• p
MlN D6'D8'47 2�.5• • •, } rz, r-,
ii R=189.00 •�•� •° \ ��\
3 O�Q // Ch Az=60'19.33" 92JS,✓ yh
' 1 Soso/ '"c �" `L�15 Scale /n Feet W t_, F
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Dl V 40 0 40 z rJ z
`-36' Utility Eosement /S w n �,
I � N 'i ir�l °= �k.� sx� � Scale /n Meters ^ F+1
I 76�?
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———————————— - BENCHMARK: \
O '
_____ _ _ _________ , + •� e,� .� \ TOP REVOLVING NUT FEET
HYDRANT W
W�......• •• e�! C •,� ti„ ELEVATION=48}7.18 FEET
I LOT 2 "�
I 3LO ACRES S as ,^P K%.'• \ (CITY OF BOZEMAN DATUM)
153.009 SO FT u —� i +- `• 40
LOT 1
1-957 ACRES Y. \
1 _ I 85,243 SO FT
°
Existing 30' Ut l t^i ; v c,
c
v71 i di
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ICY
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S / %--------- ----- --- --- - - - - -- ••.�•' x8 Drawing Date: 2/f4/96
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-------
a 9}9.98 � �
269'43'44" Qc --------------------------------------------------- \- --- -------------------------- -----------------Y------------------
I / ��-
N 1/4 COR OF SEC. 17 / 10.70 North line of NE 1/4, Sec. 17 \ C1
T. 2 S-. R. 6 E. 'P
MOLENDYK TRUST / 11-5* Unlit Eosement Oy0
139-261. 262. 263 �+� p1 A 20' Utility Easement
9.72 ACRES n SITE PLAN
0i SCALE: 1'=40'-0 BOZEMAN DEACONESS FOUNDATION 10' wide Easement for Installation q �
' 129-541
and Maintenance of Landscaping -
MARK A -
CHANDLER
N i W No. 9518ES -
m e O I N f'1pMFETt�jf
0 0 m. z I IW
o ;I tD Sheet 2 of 4
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Haggerty-Lane� .. aLn 8+49++ M + + + + + ----+ a + 8" SANITARY SEWER CROSSING------ ---• ------------- --------w----1------------ 1-W-------�- -• - -- -- NEW 10' D.I.P?CLASS 51 WATER MAIN +----------- -------- - -•�_---- -------------�./ � ,� � � 8E 37.0" RESILIENT WEDGE VALVER W — ' N w 1 GKo+zo n f co & THRUST BLO NEW 10" TEE WITH n O yp aBLOW OFF ASSEMBLY + } + +\ '0+3.5 `-` ------ ---�---------NEW 10" RESILIENT WEDGE VALVE ° W
& THRUST BLOCK
W U O
0+00 4+80 5+91.9 6+91 7+79 8+60 1
TIE INTO EXISTING 10" TEE
NEW 10" RESILIENT WEDGE NEW 10" 22.5' BEND NEW 10" 22.5' BEND NEW 10' 11.25'BEND NEW 10"x10"x8" TEE
VALVE & THRUST BLOCK &THRUST BLOCK & THRUST BLOCK & THRUST BLOCK
EXISTING 60" CMP
6+94 8+64.5
EXISTING 10" DIP WATER MAIN NEW 10" 45'BEND 7+85.2 NEW 10" RESILIENT WEDGE
& THRUST BLOCK NEW 10" TEE WITH VALVE & THRUST BLOCK
BLOW OFF ASSEMBLY �k Q'
& THRUST BLOCK �P�'
6+99 p� Q
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Drawing Date: 2114196
a I
4780
0+0'' 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 8+40C 2
EON 7+80 BACK
r 10' WATER MAN PLAN & PROF LE =7+67 AHEAD
Ct SCALE. 1"-30'-0" HORIZONTAL 1"-5'-0' VERTICAL
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00 dF MLWIgq,.
00 17+74 .
NEW 10" CAP & THRUST BLOCK 1v. n MARK A
CHANDLER
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No. 9518ES
-Haggerty-Lane
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NEW 10" 11.25'BEND I 13+61 16+46.8 17+71 p S2
C4 / I NEW 10" RESILIENT WEDGE VALVE 0
U / I &THRUST BLOCK BLOCKOWITOH HYDRANT ASSEMBLY b NEW 2" TAP & CORP C�a O
IH / J0 / / \ �\ NEW 10" 11.25' BEND
W 16+51.9
W / \ of�� NEW5150"x10"x6" TEE NEW 10" RESILIENT WEDGE VALVE
I , / / �� \ & THRUST BLOCK & THRUST BLOCK
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LL Drawing Date: 2114196
4785
9+00 9+60 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+00 5+60 16+20 16+80 17+40
C3
�110' WATER MAIN PLAN & PROFILE
CS SCALE 1"=30'-0" HORIZONTAL 1 =5'-0" VERTICAL
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ARK
`♦♦ ICHANDLER
'Noy518ES 1+69,2
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♦♦♦ 1ryx NEW 6" RESILIENT WEDGE VALVE
& THRUST BLOCK
& 15�\"t'
♦ ♦♦♦ 6 Sheet 4 of 4
0+00 x,`♦ ,Soh 2+07=13+55.2 c Mo
i ♦ CONNECT TO 10" WATER MAIN /
CONNECT TO EXISTING ♦1 Z C.i
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♦♦ 0 ,y1• & THRUST BLOCK 3
SS x o+ - -- of 1+53 1 Z• L
'�rF-•w•-•-�'--' `� 0S j 0+00=8+60 NEW 8" 45' BEND 1 Z
0+07.7 �.. ��• Cp!j 9x CONNECT TO 10" WATER MAIN & THRUST BLOCK 1+31 1 �••I 1--I
NEW 6" 45' BENDN�f \ / 00 NEW 10"00"x8" TEE NEW MANHOLE N0. 2 1 <� Q Q w
& THRUST BLOCK ? S & THRUST BLOCK 1+57 RIM=4817.91 1
NEW B" GATE VALVE 0+50.4 INV W=4807.62
NC32
R C 0+23 & THRUST BLOCK NEW MANHOLE OLE N0 1 --------
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Mi V NEW 8" 22.5'BEND
LOT ST/\ THRUST BLOCK 1+65 INV W=4803.42 1 W a
0+26.5 I, tiC 8\ B%60 - o REMOVE ENDPLUG
MAIN _ 1
NEW 1 1/2" SERVICE) V� \ IICON INV E-4803.62
& CURB BOX N SS a~♦�\ o Q W 4
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ELEV=4803.01 i' �v/ 00
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&CURB BOX ------ ------ -- - RIM=4810 20 EXISTING MANHOLE 0 ^
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EXISTING 30' UTILITY EASEMENT I 4802NV W=4802.25
INV E= .35 �+.,
K 0+10.44 ��t� S
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PROPOSED GRADE EO RAD
4815 --- ----- _.. 4795 •-L - - - EKISPN� PROP \v/// GRADE
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4810 .. —_.�� NEW 6"D.LP. CLASS51 WATER MAIN4790LL
4810
DI
P, CLASS35 PVC
51 WATER MAIN OE g' SD®5.D W
LF,XER MAIN
4805 1 -- 4785
SE
EXISTING_6"D.I.P 4805
�NEWD.I,P. CLASS 51 WATER MAIN _—
" ' ASS 51 WATER MAIN
NEW 6"D.I.P. ,LASS 51 WATER MAIN SEWER MAW 02 1%
EXISTING 8" EWER
d 4800 _--__.--._:.--_—_........ 4780 24 LF OF 8" SOR-35 PVC
4800 Drawing Date: 2/14/96
0+00 0+60 1+20 1+80 0+00 0+60 1+20 1+80 2+20 0+00 0+60 1+20
s 6' WATER MAN PLAN & PROFILE tl�2 8' WATER MAN PLAN & PROFLE Q8' SEWER MAN PLAN & PROFLE
/ C4 SCALE: 1"=30'-O"HORIZONTAL 1'=5'-D" VERTICAL C4 SCALE: V=30'-0"HORIZONTAL 1"=5'-O" VERTICAL Ca SCALE: 1"=30-O" HORIZONTAL 1"=5'-0 VERTICAL