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Home My WebLink AboutWhittier Elementary School ---- —� I Z F NOTE: THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT THE EXISTING TREES DURING CONSTRUCTION - AT THE CONCLUSION OF CONSTRUCTION, THE TREES WILL BE EXAMINED BY THE 2 CONTRACTOR AND SCHOOL DISTRICT REPRESENTATIVES. ALL TREES DAMAGED DURING CONSTRUCTION p o H. SHALL BE TREATED BY A LICENSED ARBORIST, AT THE CONTRACTOR'S EXPENSE. FIRE LINE DETAIL — CLASS I SYSTEM THE CONTRACTOR SHALL WARRANTY ANY TREATED TREES FOR ONE ADDITIONAL YEAR. ?zw w� z NOT TO SCALE _` EAST WING WHITTIER ELEMENTARY SCHOOL w o DOUBLE CHECK VALVE ASSEMBLY SHALL MEET COATED STEEL PLATE(MIN.14'XI4') THE FOLLOWING SPECIFICATIONS: o m ❑v1 5 16'MIN.THICKNESS. A.UL OR FM LISTED. TREE TO IT REMOVED AND DISPOSED / wv B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA x > Z ��i ��I I OF OFF-SITE BY CONTRACTOR I S„ FOUNDATION FOR CROSS CONNECTION CONTROL AND < I i CHAIN LINK FENCE TO BE REMOVED i �. 3/4'MIN.REDI ROD,INSTALLED IN HVDRAUUC RESEARCH(USCFCCCHR)FOR OPERATION IN NOTE: CONCRETE STEPS DAMAGED DURING BY CONTRACTOR AND REINSTALLED m> HALF OF THE AVAILABLE M.J.FLANGE THE HORIZONTAL POSITION. < } u I I CONSTRUCTION SHALL BE REPAIRED OR (TYPICAL). C.SEE ITEM 10.2 OF THE CITY OF BOZEMAN FIRE SERVICE > I F I REPLACED(AS DETERMINED BY THE SCHOOL DISTRICT) + m LINE STANDARD. �O ? I Tc AFTER CONTRACTOR A OF CONSTRUCTION BOLT HOLES TYPICAL. Yi AT THE CONTRACTORS EXPENSE TYPICAL I ( ) o a FLANGE TO BE THREADED ON STANDPIPE. I +g w I I r o M.J. TO FLANGE ADAPTERS NOT ACCEPTABLE. < O O O I WEATHER STATION ON WOODEN POSTS FIRE DEPARTMENT CONNECTION, TO BE REMOVED BY CONTRACTOR PRIOR w INSTALL 4'D.I.PIPE AND o IA n IF CONSTRUCTED,SHALL BE _ 4'OSdeY VALVE- THIS PROJECT L.€ i V g�e�1 I ; €I aAi AFTERCSb�vEna+Ao�cirssi7RucnoN a rt a < � < "-" DWBLE CHECK VALVE AND FLOW Z Ilj BY OTHERS. INSTALLED DOWNSTREAM OF THE I �� DETECTION DEVICE. I V>� U Q R 3 KI W NO�h 1 \\ BY OTHERS. GRINNELL CORP.,MODEL VSR-F, L, \ I1 \ 1' TY 13.0' O FLOW DETECTION DEVICE F I T TREES TO BE PROTEGiEO t 5{ 7 6.75• 2'MIN.CLEARANCE I I � NEW C E r1 DURING CCNSTRUCTION r7 �a 99, 4'D.I.PIPE CURB STOP U ,ry ABOVE FINISHED FLOOR OR APPROVED EQUAL 1.3'BACK OF S�o �C�- �T (' - } \ -� _ PROPOSED IRON PIPE FIRE LINE ^ B +I FWNDAnON WALL ' I '/-.. F PROPOSED 2' VIC ky CITY) + �UG� cd —GAS— o f. ELEC TTED WRI S —C— z I y < w ,• �{ / \ \ z q�o z GENERAL NOTES W SERV. I F i g I — — — — — — — ,f� SzI ��S vd �� R3 sz 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND THE / I l.o �I F� I �fj SMALL cat+IFER0u5 TREES f�Y�ED BY Owr�ER Pelat 70 START .ON �Uc Etec, Is MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, THIRD EDITION, OCTOBER, 1998, -w sERv. I I N� y�b{o� II o' Nol zm ( c'� INDITE: THE CONTRACTOR sHAu cooaOwAmvs TE w11H ---J �� 9w i AND THE CITY OF BOZEMAN MODIFICATIONS DATED MARCH, 1996. THE CITY OF BOZEMAN WATER DEPARTMENT PER59NM1� \ I m�wo$1w o: 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND a col-" I �o oil oo J i TO INSTALL A NEW 2'DOMESTIC WATER SER IN THE \I�. (/ I g�� SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN 1 5; :F I ( SAME TRENCH WITH THE NEW 4-FIRE UWE ` ~ ems APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN g� i > TREE TO REMAIN AND BE PROTECTED W I �w� I F ably BY CONTRACTOR DURING CONSTRUCTION ) ENGINEERING DEPARTMENT. �4' .3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL I I < I ��& SUBMIT TO THE ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, 45 1 £Fora I Fx I L> SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE od "ww USED ON THE PROJECT. I +� ) �wScs I / I INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN I I 2 I 1az�To I FINISHED FLOOR ELEV.-4777.32t APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. 1 i�i ( / 1 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED WEST WING WHITTIER ELEMENTARY SCHOOL UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. } \ 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT 71 LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 7 6. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET. SIP A MINIMUM VERTICAL SEPARATION OF 1.5 FEET SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND ALL SEWER MAINS. 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. B. TRENCH BACKFILL SHALL BE T 9. BENCHMARK:SOUTH CAP FIRE HYDRANT BOLT ®SE CORNER OF INTERSECTION OF PEACH STREET do N. 7th AVE., ELEVATION = 4779.223 (CITY B.M. #17) 10. IF CONSTRUCTION OCCURS WITHIN THE RIGHT-OF-WAY OF A DEDICATED 4778 4778 CITY STREET, A STREET CUT PERMIT SHALL BE OBTAINED FROM THE CITY NS FINISHED FLOOR STREET DEPARTMENT. GJ EXISTING AND FUTURE GROUND SURFACE ELEV.-4777.32f 11. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF o -� THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARD. THE 4" FIRE SERVICE LINE INCLUDING THE OS&Y VALVE ARE TO BE INSTALLED AS PART OF THIS PROJECT. I ( 12. ONLY FLANGED FITTINGS CAN BE USED ON THE FIRE SERVICE LINE INSIDE 4776 g� w 9: w 4776 OF THE BUILDING. zm� I KI I 'd z �m 13. APPLICATIONS FOR THE FIRE SERVICE LINE AND THE 2" DOMESTIC WATER LINE MUST BE o COMPLETED PRIOR TO INITIATION OF CONSTRUCTION. COST OF THE 2" BACKFLOW AND a o h m W o s- W w READER WILL BE CHARGED TO THE SCHOOL DISTRICT OR APPLICANT FOR SERVICE AS DETERMINED BY THE SCHOOL DISTRICT. THE CITY OF BOZEMAN WILL FURNISH ALL OTHER 4774 >< >_ - o �� vzF=rl_ �o ��g MATERIALS FOR THE NEW 2" SERVICE IN EXCHANGE FOR SHARING THE EXCAVATION. iW z uFi �I Fp vFi ow-- 'd"�� 4774 Ek/ST)NCI �� I wW i�€i�i7msa SPNALT j I Sa�i�o i k'w AOE �' rc4 0 4772 td gY�� 4772 LS' I STA 0+00 TO 0+24-INSTALLED 4'THICKNESS OF STYROFOAM 40 ~ F~ VI I BRAND HIGH LOAD INSULATION,OR EGUAL,6' BOVE WATER UNE. PIPELINE INSULATION w♦j� 5.3' I BED IN MINIMUM OF 3.OF 3/4"MINUS CRUSH GRAVEL. (SEE 182t(TOTAL)LF.OF 4-CLASS 52 D.I.P. 4770 DETAIL THIS SHEET) bd NOT TO SCALE -- I I 4770 T EXISTING 15'STORM —I. I nW SEWER MAIN STORE ROOM FLOOR TRENCH BACKFILL III-NATIVE SOIL jI )j ELEV. 4768.35t _-1 4768 1' I I 4'THICKNESS OF STYROFOAM , II Wv7 4768 40 BRAND HIGH LOAD INSULATION. 20' BED IN MINIMUM OF 3"OF 3/4" MINUS CRUSHED GRAVEL. 3' MIN. 6"MIN 4766 \4- (TYPICAL) 4768 - - — 0 - - II zm =m NEW 2'WATER MAIN NEW 4"D.I.P. WATER MAIN 4764 I o t o THIS CONTRACT io m (BY CITY) + 4764 MINIMUM 4762 -- — 4762 EXISTING 12"SANITARY ",w--• • t RAY N. ? SEWER MAIN CF.NTEu AS-BUILT DRAWING : 56S3``` AUGUST 1997 0+00 0+50 1+00 1+50 2+00 -'zF-98 Rocky Mountain Engineers DESIGN BY:RWC/RHC DATE: 03/12/97 DRAWN RC Y: DATE:03/12/97 OR P1LAN VIEW: HORIZONTAL: 1" _ 0 0 �3aC �4 REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1' a p Civil Engineering Land Surveying p1 - RWC 04/04/97AS-BUILT 09/10/97 RHC 03/14/97 PROFILE VIEW: HORIZONTAL: 1" 10'= 1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /757-Whittler/firelhe.dlg 01/09/98 VERTICAL: 1" = 2' pdpp In pMI�mlg 93G1#1#4 Ll L( J