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HomeMy WebLinkAboutSpruce Meadows Subdivision SHEET 1 OF 2 a I NOTE: CONSTRUCTION SHALL NOT BEGIN PRIOR TO APPROVAL 1O I a Z OF THE PLANS k SPECIFICATIONS BY THE CITY Of BOZEMAN, EXISTINNGG 8" SEWER STUB STA. - INSTALL MH052.05 I I -' AND A PRECONTRUCTION MEETING WITH THE CITY AND THE ENGINEER. I I w I ~�'' C�-_ I � I I BROADWATER STREET I -EXISTING SEWER MAIN I I EXISTING WATER MAN ------8'SS--- --I -----8"SS-------�------8"SS--�r---B SS------- 8"SS ------6'w---- -6"w------s"w-- I- "w-9e--_ 'w------s'wF-----6'w------16-w---M_6-w--- C-6'w------6'W-----fie- ---- ______ __----=k=--==_____- ------------------------------------ ---=====r --_______---________--_____- t --------- --------- ---F===-- -------- E%ISTING CURB AND GUTTER EAST 745.00' T uu 11�� I In �I jss._'-i L I q I 3 h i y -11 I I 1"-------� I ti l I ti r , I I r I I N i9.S, r ti 1 ti ti r 1 i A "p 1 TJ w r- -.� '- L---' -J------J S J �___ I I • i___J �__� L___� I l _ w-, I �--J -' r ' r it I L-1_r I q 30'UTILITY EASEMENT •___J L___� I ii I Y j 0 25 50 100 I SCALE: 1"=50' I i ti\�N 5 I I STA. 1+70.29 - INSTALL i � --f"� 'I "� rn w l MANHOLE #52.1 fp J 1 STA. 6+36.3 - INSTALL ii I a e� 6:- v + II tiL III MANHOLE �'52.3 w J I 1 s - iL II p I O 6gb6 jO _ W I. N7g 0.17. 6� N: . ._ ._-_ - e' ii I N GENERAL NOTES 1. e. 6-w 6•1 N84'43'36'E 4e5S I I 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS 6-SS II AND SPECIFICATIONS. less = °3 I 2. NO CHANCE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. 8 z I <' i I I I II 4 I it ,I I 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE I, II ^`yl yr i STA. 3+78.7 - INSTALL II I, S , ti r i g it I ENGINEER, WORKING DRAWING, SPECIFICATION SHEETS, ETC., FOR ALL S S STA. 1+24.2 - INSTALL -� j r MANHOLE #52.2 4 I III n EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. AS- BUILT r MANHOLE #52.1.1 INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. wao.a fir r J 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED Rocky Mountain Engineers --- L-----. ---�_'---��-'--------------------------------'-------------------------- UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. I'I P.O. Box 883, Bozeman,Montana 59771 I 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT (406)506-4659 I I LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 6. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET. PROJECT: SPRUCE MEADOW CONDOMINIUMS N89'52'31'W 745.00' I A MINIMUM SEPARATION OF 1.5 FEET SHALL BE MAINTAINED BETWEEN 8"SEWER MAIN PjGIII v1 THE WATER MAIN AND ALL SEWER MAINS OR SERVICES. __________________—_________ __--_----________ ___________-_E%---CURB-AND GUTTER 7. BENCHMARK: SOUTH RIM OF SANITARY SEWER MANHOLE, 30' NORTH DESIGN BY: DATE: DRAWN BY: DATE: p OF STA. 0+00, ELEVATION = 4788.84 BABCOCK STREET - 8"SS-- -�"SS-- 8. TYPE 1 EXCAVATION AND A TYPE A BACKFILL SHALL BE USED. R.H.0 8-J-92 A.H. a-6-92- I REVISIONS: DATE: CHECKED BY: DATE: SEWER 10-8-92 PROFILE N •onv o II I�I 6 P _ p0 rrlM e:ga0,'phi r II � OJInF ��:Yr L III II 'ap V$ �IIZ N m n � �n o Ko' I a.nnn rim �w� IIyY r. I.la2.6 zz 4795 ... 'tn _l r a--. _ ^ I^ _ _ _ '^ __ _ _ 1+1�`�._ yW.-.ter... _ N�� ��?l. '>�.� W 4795 FUTURE STREET PROFILE _ - � ow z pIJ'zzz <ziii -_ - �35ii Inrc_ z InV3�w I a- -- -- --- --- --ziii ---TT`� EXISTING GROUND PROFILE 257,6 L.F.8-PVC SAN.SEWER O 0.50R II 6"WAR MAIN R 4785 .1 6 RO SP 4785 \�L 'AN SE pN O tpep L.F .�]q6�F O390R I 166.5 LF.B.PVC SAN.SEVER O 0.51 R 4780 1 L---- is--_-_ ASSUMED INVERT 1.11. OF STUB= 4778,66 4775 10 0 0 m w c1 0 0 n n n D+00 1+00 2+00 3+DO 4+00 5+00 6+00 0+00 1+00 a STA. 0+00 - REMOVE EXISTING I CURB STOP LOCATION VARIES BETWEEN BROADWATER ST. SHEET 2 OF 2 THRUST BLOCK &PLUG. CONNECT 3: 1 w _; a AND INTERIOR ROADS. SEE STD. DWGS. 02719-IA AND TO EXISTING 6" WATER MAIN tO I Io Z 02719-IB, IN SPECIFICATIONS. AND INSTALL 6" GATE VALVE. i LL ( ro Ij T II BROADWATER STREET 1�EXISTING SEWER MAIN I I EXISTING WATER MAIN 8--'S-S--------------E-A S---T--------- _-_--_---------------8--"S-S-------� - -B" S-------------r - ----- w- --_- B'SS -6"W--- --6'W-� -s"W- - "W-•i-- ~ {7•Wr �W 6'N 745.00'--- -- ___ --------EXSNGCURB_ADGUTTER �� y I —T— —_----F-i=�---t--, '�— — -_ ————_ -_i— ————_ '_— ----- — — ----- --r— -� i� NOTE WATER SERVICES FROM EXISTING MAINS TO NEW BUILDINGS SHALL BE INSTALLED h ti 1 r 1 I I I H 4 DEPARTMENT AT THE OWNERS EXPENSE. I I I �---------r � S r i ti r i y I 11 BY THE CITY OF BOZEMAN WATER/SEWER I f I i I � r 1 I�I N 30•UTILITY EASEMENT L-l'rJ STA. 1+54.54 - INSTALL 6"x6" TEE AND 22 1/2'BEND III W/THRUST BLOCKS. STA. 4i 05-INSTALL 6" 1 iil i STA. 1+54.54 5 'p STA. 1+58 - INSTALL 6 GATE VALVE B BOX iL r I i3 I STA. 0+00 (SOUTH) $ GATE VALVE &BOX W/THRUST BLOCK �' 'll O 1 < W/THRUST BLOCK. 1, _ I ( �i i --( Y n I `^ {P �f 0 25 50 100 STA. 2+90 - INSTALL 6"x6" a t r TEE, 5 L.F. 6" WATER MAIN , ' S i 11 u I SCALE: 1"=50' �`, y S shy AND FIRE HYDRANT W/AUX. 1 Lr L_ 2 ? s• 'S9 - GATE VALVE & THRUST BLOCKS. --- -'I III I s ti jo f _ ' _ _ -1 I i I STA. 7+23.66 - CONNECT 1 m O,c�S eSS --'L I -� ;; _ ; 1 I TO EXISTING 10•' WATER MAIN STA. 1+58.47 - INSTALL 1 \ .. - w- _ _ - W/TAPPING SLEEVE AND VALVE, FIRE HYDRANT W/AUX. NJg D'17. \ 3 _ �; - w- N8v43 !"M ry AND INSTALL THRUST BLOCKS. BLOCKS.CKSTE ALVE AND THRUST I ^J'� _ s• -\STA. 0+09.55 - INSTALL _ 6 SS �' - _ CC�� �8'S;S 45 BEND AND 11 1/4 g"SS BEND W/THRUST BLOCKS. g'SS I i I I I 1; A STA. 5+62 - INSTALL 6'x6' TEE„ STA. 1+17.30 - INSTALL ��' ,.�yl y STA. 3+82.45 - INSTALL 1 1 1 22 L.F. 6" WATER MAIN AND u S 45'BEND W THRUST BLOCK. 22 1/2-BEND W/ ti n I I / 7 THRUST BLOCK. 'r 1 i FIRE HYDRANT W/AUX. GATE °1 i r ti VALVE & THRUST BLOCKS. r ti r_ I p AS- BUILT I L_ r L IIo —p—BY. 1 r l 1=�--ice-�------ ----------------------------------------- II ---� "I I Rocky Mountain Engineers .I P-0. Bo,883. Bozeman•Montano 59771 PROPERTY BOUNDARY 1' I - (406)586-4859 N89'52'31"W 745.00' ii I PROJECT: SPRUCE MEADOW CONDOMINIUMS 6�WATER MAIN E%ISTNG CURB AND CUTTER ' N _________-________________________ 1 DESIGN BY: DATE: DRAWN BY: DATE: BABCOCK STREET --__e"Ss- --B"SS-- .RH.C. 6-3-92 A.H. 6-8-92 REVISIONS: DATE: CHECKED BY: DATE: _ o I w �o m O 4 0 U c m lim m mIu n �n m� >` N 3 rv� N� W Wio ip ip\ 2 F bV UZ $� Jm 1F 2 < r; ' 2 Q Qa z Cw .a Vl 14 .-oY?o r $'r of 4n m H a n o (fin +o.W 3 ul m0� mi a +Oi +a FUTURE STREET PROFILE ao FUTURE SrEET PROFILE m ___ __---_ OFILE . _j__ - - _ •EXISTING GROUND PR —/ -.• - _------------------ _ 479C EXISTING GROUND PROFILE o s I 723.661i L F. 6"D.1. !1 ER MAIN 4785 ISB-47 LF. 6"0.,. WATER M— I MISTING 6'W kTER MAIN O `8'SANITARY SEWER. -._ __.. - 478C 4775 I , I m - 6; a0 Y Y 04DO 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0+00 1+00