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HomeMy WebLinkAboutIndustiral Drive - Water Main Extension W W J YZ O ci'J¢Z O� U Ua OV) W3NF ZjQ 0 UI r LL Q O O Z VI m R ll 3 JQ 7 C,LL Nm;W Q _ >1 ~ 0 W W Z. FQWN ZNQ 7FQU FQW FN �UajN Q W�W�OQW �IajJN UZ ln3 �3 O U JQ W n> e3 1- 01 2 W Z �p Q4 iU _�O IX W V^ �~QO d� 0 25 50 - yyJJH. JQNO: J tt¢ >¢ LL .JQU, J� ? �Y W J WW H W 1-OW JAY OwU a�ci- aY ,}z It,- Q�cJw - W WN ~ O Z < SCALE: 1'=50' mZ 2' STYROcOAM— UlmOw NO Y ZO= rna �CZQ Z mQ Z OU3 4WIDE Z m, m m x x - L I Q w IUD I�NM Ir IOW 4H.JZp _g"NITo I�z- IZ OO'j F a 0 0: p 0 p W n 0= N Q a 6 WATER MAIN _ I_O D=O N I` +JUI +Z1=-J +'� +Q ~NZ�O 3/4"MINUS }Z�J +O Q N Q � Q O a x a Q N F W �� GRANULAR BEDDING m. G 4 N 2 A S-BUILT W Z r .2 Z 2 U 0 W_ �ia� vra = Nz aQQQaoa10 �a�N aw a Nfffa J;m PIPE INSULATION DETAIL Na�.a 0< a I I I I I \ / I I GENERAL NOTES I 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLAN: I I 1 I AND SPECIFICATIONS. 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND ------ - t ? I SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN G - G _ APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMANENGINEERING DEPARTMENT. I �_ ______ ��) G - - 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE �--- G -- - ------ OR F,u -� G G Ss SS S Ss �T_____ ENGINEER, WORKING DRAWING, SPECIFICATION SHEETS, ETC., F G ----- --------- ____I EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. ss -- 8 s 8 _ --- __ -------- INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN I ` G SS �.____ ----____SS__-- SS �_____ w 5+00 7 s _._�____ 55 ----- APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. DRIVE � 4 '" ® 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED II 0+00 1 INDUSTRIAL i t I tl I UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. w I 0—0-0-0— 0—0—0--E 1 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT � LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. I 0 0-0— 6. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET. I A MINIMUM SEPARATION OF 1.5 FEET SHALL BE MAINTAINED BETWEEN 0 THE WATER MAIN AND ALL SEWER MAINS. 7. BENCHMARK: NORTH RIM OF SANITARY SEWER MANHOLE, 25' LEFT I /yh 0 OF STA. 2+20, ELEVATION = 4693.10 I I I I I I I I �I I P� 0 I I IrP'` n 1 � Rocky Mountain Engineers P.O. Bo:BHS, E3oxem an,Montona 59771 (406)566-4659 I 1 1 PROJECT: WATER MAIN EXTENTION - INDUSTRIAL 1 INSTALL WATER SERVICES AT DRIVE, NORTH OF GRIFFIN DRIVE 1 STA. 4+27(LT), 5+85(RT), 6113(LT), 7 18(LT), DESIGN BY: DATE: DRAWN BY: DATE: a 7+88(RT). R.N.C. 4-2-92 R.H.C- 4-9-92 REVISIONS: DATE: CHECKED BY: DATE: r: � ss W b d6 UU S�J� 1 k iL0 Iga� of 3 Sw< + Sc� r FUTURE AND �� -A ` EXISTING GROUND PROFILE a i a i kl 4695 li EXISTING 6-WATER MAIN - y EXISTING SEW'E9 SERVICES(TYI♦ICAL) f LOCATION SHALL BE VERIFIED ARIOR TO _ _ _-------`_-_ CONSTRUCTION Q a e ------. - -f- MIN_1.5'SEPARATION(T7P.) INSULATION a ----- 4 E%IS7BJGIII20 NSAWTARY SEWER -.0 -- a �/ 1�ANSUA5510 MAINS 4 __________ �S I., MIN EPARATION �. . 466U 4675 p Ip pp y4�� pp ,p p OppI $ p IY�' 0+00 7+01 2+00 3+DO 4400 5+00 6+00 7+00 84 9+00 1G+00