HomeMy WebLinkAboutHighwood Estates I
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L,NE I L/NA:! �iN,E \ a 'cr I
n / lN3TAPL / SECTION `--------- __
I I n zs+L.G. -B'w _
Of PIPE TO THG -_-- __- -- --- B•33 B'w 1
NORTNWLST ANO PLyi
c i 1 / 'i•/ .CND. 5+44 lJ)- O.00(iv ^j,��1- _--- - , I SCALE I..=50'
OU/LO M/V
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GENERAL NOTES
1. All construction shall conform to the accompanying plans and
I I / 9'��f '� 9s• specifications prepared by Rocky Mountain Engineers.
/ Il' 2. No change or modification of the approved plans and specifications
shall be made without the prior written approval of the Engineer and
I I the Bozeman Public Works Director.
3. Prior to construction, the Contractor shall submit to the Engineer,
I workin drawin s, s ecificatlons sheets, etc., for all equipment I J -` I 9 9 D q pment and
L_ I materials to be used on the project. Installation shall not be made
!2 I I b I without the prior written approval of all equipment and materials by
�0=3 I I I r-*- the Engineer.
C o I I I 4. The Engineer and the City of Bozeman shall be notified at least 24
o� e,_:e/Ae. FOR .3a.•. a I n / hours prior to beginning construction.
1O N,D wg7eR a✓3. S,EWL eRr/R scG wcgTioNs r--� ,I n / I 5. The Contractor shall verify the location of all buried utilities prior
z ao a lok' Ta MH!/.4 Bra _ gu/L I I .� to beginning construction.
S $ \ STA. or7s LT q?N•/3 , r / ,' B I 6. Benchmark: Northwest bolt on bonnet of fire hydrant at northwest
a 2+/0 a _ r _ , I I corner of intersection of Highland Blvd. and O'Connel Drive.
/ --- _ s 1 I Elevation = 5003.35
2�94 _1 RT / 7. Minimum cover over the water main shall be 6.5 feet.
S4+ 5 LT. __ .._ B� __- - I-_ I' ' / I I I PREPARED BY:
.30 .tZ _-_____ _ __.+__ ________________ __ ______ o
1 ' ' � / --�- - ' ' P Z°-� � Rocky Mountain Engineers
a y
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7. cT � -'- —TaE— P _ � I P.O. Box 883, Bozeman, Montana, 59771
•f I 1 (40))T86 4859
7.4u w mw
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r r eu.sr NSGCT a YD„ O�CONNEL DR. a
�j B♦7U "- I /r -- a.WG' ' L i •qg a"sS- - -. ,
__ __I____ ` _________________ ___ �' 1 _ PR H/ W000 ESTATI-S
L/N� I yMArctl 1 I A" �:AN/)-AKY S.CWER
B.'10 R7 I l MANHOL.C. SGG ;
.,, DESIGN BY DATE DRAWN BY DATE
/o.,S RL � i .� = RNC G-/5-29 RN c B-/9-ell
REVISIONS DATE CNECKED BY DATE
5 TA. I*20 RT. I 1 1 R XC c /0-21-69
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-KKuRriT.�6.�K KKR PLATE I.PLAN-PROFILE
M YM MAIN,In UAA
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' 3NB,ET 2 OF 2
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04- ✓NSTALL B'GA7E
9�- INSTALL B•647G � / -03°6.�ND AN 11 1.�
THRUST al;p I ✓AL VE [ THRUST BLOCK.
VALVE T7/RUST BLOCK. / / \ /
/
9«53_ RE-ovG THRUST
BLOCKS. CONNECT TO
Ex15T/NCl ZO"•/i.•CROSS.
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W/6�.G INCREASER. \�l // /_ _._, ♦ � � �"_�
• - /V G15GAyCN7 P W'&p
207w __' AM9 WATER MA/ '
______________ ____ _____-___ _1___ _ ____________________ - _ _ _ __ \
t � - �
hNTCp _ ___ ---- x J
L/NC - I L/NC! n LING \` ` Bess _ B•I V`' _-_ ANo THRUST BLOCK.
aSB- INSTALL C 6ATE _� _ I I ! ! -____ _ _�� _, _ _ B w -- _
VAL✓L• THRUST CLOCK, ~� I d / �---___ _- - B'35 —BMW Z«92 -INSTALL 6.B TGE, F/Rf NYORA/•/T
' I 1 /ate lq! l r }f-�-Q'65 WIAUA. ✓ALVC, � TNRU57 BLOCK.
-- 1 / /,v _ I __- - -
I 4LND AND 1 /NSTALL B-•B`TCE, FARE - - SCALE I'•=50
II CCC TNR!/5T DLO 0 1 T WB(-OCK TL ✓AL✓! , , 1 7- /N5TAl-1- B"GATE VALVE
I 1 ANO THRUST 6L04G.
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GA TG VAL VFIRG NY T WIAI/x. /)�\ /�-/N5 TA1✓_i `_-_ / "J/ / 1
y 0� VIE , 7NAe/5T ^ L � 45°BGNO
as 6LOCK- TA MAT"
\ TNRU57 q3"BRNO ANO
POSTS- S!C OE TA IL /N STA, Ot'38 Lr
S . �/"D.A.) \ /� \, I I IJ ;.r---1 I/ o THRUST BLOCK.
/ P.IC/PIGATION+_ 2 a 40 L7 /" ) /
3 a/8 AT. '1 1
INSTALL 0.S°p£NO / N 1 I As R_u/<T= 7-30-9/
4 i 30 RT (I" ) I' // I THRUST LSLOCK� r / 1 ;0 1
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VV I , _ _ __ ______________ ________ --- ._J. _i 1 G 0 —t- m PREPARED BY:
( ' ! ( ALVP—' r�wsT BLo K. b� � Rocky Mountain Engineers
P,
7-00 RT. (I' ) P.0 Boa 883, Bozeman, Montano, 59771
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FH I CS2Z k�!.'.,.., (4R06)5 86-48598a/OLT
DO AT _______!___ ___ « O- 20•w PROJECT: H/GN WOOD ES T A TBS__ _L -__________________.MA rC LLOCK TN 6•98
9 i 90R7. 411a x N 1O10"neg. O C)NNEL DR. B" WATER MAIN
DESIGN BY B TE DRAWN
Bv DATE
/O a 00 LT C TO 9'DIA.
/1�20 LT. SFC DETA A/6 RNC B 0.3 'F
AL WATCR 5/SRV/CES S/ALL •DA REVISIONS DATE CHECKED BY DATE
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�E DOER PLATE 1.PLAN-PROFILE
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! /' PBovENrr uw[ LEGEND
BENCH MARK REFERENCES A ELEVATIONS f/
NORTH
HI-LAND COURT PROJECT SITE VICINITY MAP
lip �
HYDRANT NO. LOCATION ELEV, _T -------BUR/EO TELEPHONE �TRAILER O MANHOLE
.SCALE:I"-50'
3/7- NO. SIDE EAST 300'NO.OFHIGHLANDBLVD. 4809.79 -- -- / 1/4GAS SERVICE PAVED DRIVEWAY ®CURB STOP BBOX -
3/8- NO. SIDE EAST MAIN AT HIGHL ANO BLVD. 4806.82
Y�HYDRANT
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6//P MIN/ IM/ I I A O IL DRAWING _ - 4800
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6//" N/N/M M BU Y
00 L.F 6"D/A.DUCTI E IRO PIPE I 1 I I I 1 4795
4795 _ _ - _ - - - - - I CLASS 51 I I I
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REVISIONS CONSULTING ENGINEERS
-T
R T K 6/16/09 NOTES,DETAIL,STA. DATE _MAY l7,1989 HL/
I/A. f _ __- KERN ASSOC/A TES 6" WATER MAIN EXTENSION HI AID PROPERTIES
- [,a-r —. nEs/:k. —_ sea�E „, <TX BOZEMAN, MONTANA �
E/ (/Alf. DES'CH.