Loading...
HomeMy WebLinkAboutPark Place Building - Fire Service Plan STORM SEER LEGEND - - -� TOM SEWER MAIN MANHOLE _ _ 21' STORM SEVER MAIN EAST MAIN STREET � � ANs (R) RECORD DISTANCE OR AZIMUTH now,safes°..° oa aEn°. °'""`"`""° oN,xE�s ro-aaaaow LEGEND s 3 - i s, �` °`- -�`-"-�*-s.-s<-sr-„-s,-s,- _a _21'STORM SEWER A a 6 a(M) MEASURED DISTANCE OR AZIMUTH -$FLANGED GS&r vuvE z MARK A.CHANDLER FOUND 9' REBAR W/ 2" ALUM. CAP (ALLIED) X17 m on •-i" No. 9518ES OR AS NOTED a,wom)" v OOUBLE CHECK VALVE I \A Q CONTROL PAINT 4' OR LARGER CLASS 51 (/aQ..'MIN.REQUIREMENT) cn"' STORM DRAIN MANHOLE DUCTILE IRON PIPE(TYP.) AS INDICATED ON 3 `� o F.L. ELEV=4726.55 FEET �9! RfGI STERF'�Q?� t F.L. 12" RCP=4723.10 FEET F' TryEER pNo`' © EXISTING UG POWER BOX � APPROVED PLANS) "' \ W ss "�ss-ss s EXISTING 6" SANITARY SEWER MAIN SEWER 5'CURB TRANSITION Q EXISTING TELEPHONE BOX - as- -as ea - - - _ _as MANHOLE AT DRMEWAYS(TYPJ MECHANICAL 3/4" MIN.Redi Rod,INSTALLED IN EVERY OTHER AVAILABLE M.J. \ REPLA E E%ISTING DROP CURB ss ss rJ'YIBCt OP ® EXISTING SANITARY SEWER MANHOLE JOINT BOLT HOLES(TYPICAL)-5/8' RODS ACCEPTABLE FOR 4'• LINES 3 FND"X• ON COE1C. s,�g0 W1 FULL-HEIGHT CURB ss-ss-ss-ss ss-w-ss-ss- spyS{gLE BRBpsq MAIN I EEAINING WALL 0 E0431 EPLACE EXISTING DROP CURB ss (SAW CUT EXISTING FIRE HYDRANT AT PRO ERN C)RN E S88'24'26"E] TH FULL-HEIGHT CURB EXISTING CURE u m 90'BEND WITH THRUST BLOCK (R) Pa EXISTING WATER VALVE - MDRAII CURB TGP TBc aa2a.n a� Q� STORM DRAI�J o NEW 5'BOULEVARD S 2.29 TBC ® EXISTING CURB STOP I%V s 4826.90 TB 27 s -(M)- s % / TAPPING TEE&E&V� CITY OF BOZEMAN REQUIREMENTS FOR INSTAUATION OF 4826.97 T 2.31) N 5'$ID A �[t ® EXISTING STORM SEWER INLET OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY ( .2 o .01, - 1.0' SOUTHER _ _ I_ PROPOSED STORM SEWER INLET F R ALL LINE(TYPICAL REMOVE�XISTING 12" WIDE I N o Ira _ ® a (W775) Cool F /sj„718 N tl ® FOR ALL RISER CONFIGURATIONS) t. The FIRST fitting inside of the building snail be a UL listed flanged CON RETAI ING WALL Kennedy or Mueller OS&Y valve the some size as the fine service line. EXISTING POWER/UTILITY POLE I(2a.25) (28.68)I Mi 9 In 2. All Double Check Valve Asaembliea shall be: I N [ ' E ''lI\.� PROPOSED DRAINAGE DIRECTION UL ar FM listed' plze.73 tasssx(28.73)1 °'}(za.7o)(ze.po N1 26.00 l0 e b. Approved by the University o/Southern Cali/omio Foundation for 4827.70�TB v� PROVIDE FLEXIBLE, Cros Connection Control and Hydraulic Research(USCFCCCHR)for -- --F- pp asv.7ox EXISTING SPOT ELEVATION operoecn pl the proposed poselon(vewaol or eon:onlal)as shown on I m �! WATER-TIGHT CONNECTION approved plane. FOR ALL WALL OR FLOOR c. Installed as shown on the approved Plana. 277o x PROPOSED GRADE OF FLOW LINE PIPE PENETRATIONS. 0 1 ( ) D A flow°election device anal)be installed immediafw'following Ne 3 3 STORY RETAIL/RESIDENTIAL % ° ( (UNLESS NOTED OTHERWISE) Douda Check V Ive Assembly(alarm check valve,flow sensor/alarm, BENCHMARK: � (2a.zs)on lne ed I Faatlle- new Iarme a I BUILDING WITH SLAB ON GRADE/CRAWLSPACE meter,etc.)as shown appro pan,. type a n TOP OF HYDRANT ARROW BOLT F-------- PROPERTY BOUNDARY LINE permmed an dry ayamma. ELEVATION 4829.51 FEET 4'� I I (zaso) 4. A Doubts Detector Check Valve Assembly mar be usetl itn a Htandow (NAVDBB) F.F. ELEV=4828.75 FEET I 4.1% s SURROUNDING PROPERTY LINE FLOOR Cily of Bozeman meter. The ter loop of the Double Detector Check m ^+"+r 9x.z M.x.ep�a me m fNlse _ Valw shall have a Double Check Valve Asaembl installed which meets - m ooR Y 1`W„ RIM E 4 R - I - T71�uNE -EASEMENT the Home Ieslona8an aweda specified!.above in of 2-ment number two. >» //////////// ,I L..I ` 5. Hod:antra mHtanaSana mas<be a minimum of z•above the finished [�yL weTF.a� ,'" - ROOF DRAINAGE AREA=12,963 Sq. Ft. ��� / - e - - -YARD SETBACK floor. SERA E LINE - per ---- - J MECHANICAL I T� TB - ------��-- ----T------ ---- PROPOSED �S ME °-�-EXISTING U/G POWER LINE JOINT B. The faro service riser moat be a minimum of 2'from any outside wall, SAW CUT PAVEMENT&CURB 8'WIDE. m� C I i -T-- ---T----- 0)(COORDINATE Wl$L a � (za.s T� and a minimum of 1'from any interior wall. PLACE COMPACTED GRANULAR FILL TO BOTTOM OF PAVING, I I I I I I NORTHWES RN EN PROVIDE ASPHALT PATCH TO MATCH EXISTING(3" MIN.), a�a3 .44 , I I ANEW GAS SERVICE L -e- -EXISTING OVERHEAD POWER LINE 7m m I. mbel flro a 'ae line shall be o minimum 8.5',and amax- AND REPLACE CURB&GUTTER TO MATCH EXISTING. g ~ �'�°)m I I I I of 7.5'below The finished grade. -_-_-EXISTING U/G PHONE LINE 99 BEND WRH 8.uAl fire line appurtenances aholl have a minimum pressaro I w I 5I I I I ��coNNE rating of 175 PSI < I I I I w W IXISTIN THRUST BLOCK W p I PARKING GARAGEI® GROUND I LEVEL -<w-< EXISTING U/G CABLE LINE s ry rn I ? 9. Al tine service JIMS 4'and larger shall be Class 51 ou°tile Iron Pipe. -r_•-r_•-EXISTING U/G FIBER OPTICS LINE to.one The Double cneck Valve AHaembl dhoti be I' size 103 I I I I I I Ua=l to both the'�n diameter ,tneam ntl t `^°° 'diameter LI N D LEY PARK _z -"a-"a-EXISTING U/G GAS LINE eownnreamj.Foy example.a C fir.werv,ae)line ah°Nlgha a a�pa' ., x(28,50) I c / �a CITY OF BOZEMAN x 28.25) W ble cneck Volvo Assembly. /r-1 (28.s0) °om -�-�-PROPOSED U/G GAS LINE a12' Iry MIN.,z•MAX. m (ze (29.00) n! tso.ts NI n` (zeso)x 5 • EXISTING WATER MAIN a F.L. Y ( .¢o) + cp ASPHALT PAVING s PROPOS M -w-w-PROPOSED WATER SERVICE LINE I ,ti.1 �" g 1 P OPOSED STORM SEWER INLET SEE DETAIL s RUNE SEWER I o RIM ELEV=4727.50 FEET /55 RIM1ti Fit MIN.CLEARANCE �1 r 5/C1 PROPOSED STORM SEWER INLET k, 1 EXISTING SANITARY SEWER MAIN rnt>mBOVE FINISHED FLOOR N F.L. ELEV=4724.70 FEET RIM ELEV=4727.50 FEET /C$tOR )F.L ELEV FTC V��.11{ -as-ss-PROPOSED SANITARY SEWER SERVICE LINE s'"° � I 3 x ae s TB 1 --s<-sr-a,- CRM S& sr F.L ELEV=4724.19 FEET��/, P'1 CCJ ��I z (29. ) ( .12) 10" PVC STORM SEWER LINE s' �J NEW 9'x7'CONC. s* EXISTING STORM SEWER MAIN , (2a.e7 DUMPSTER PAD " D 1' O.D. (25.60) ELEV=4828.50 FEET W sT PROPOSED STORM SEWER LINE INSTAL COB STANDAR NON I PE I EXITI G I/��Iyyyl STANDARD FIRE SERVICE POWE METE CITY OF BOZEMAN SCALE: RESIDENT AL DRIVEWAY APP ACH. METE a E%IS NG CA LE BO LINE INSTALLATION N0. 02660-13 SEE COB STANDARD D WING NO.025 9-12 1 4830.33 STANDARD DRAWING NONE DEC 2003 GP 5 EXISTING x(29.4) EXIST G PH NE BO 40 FOR CLASS I, II, & III SYSTEMS UTILITY -- ( ) (2940 q BENCHMARK REV: MAY 2005 � P0� a-- _ _ _ _ _ (2.00) EXISTING � ° yH Al- p BOLT ON HYDRANT ON SW CORNER OF 3 PHONE FN FENCE POT -< `C� °GF- cE VAC eTED ALLEY CYPRESS AVENUE AND MAIN STREET I BOx P�� Bpx x_x- 250.03 271'35'58' %I - as h�-,�OUNTAIN ELEVATION = 4829.51 FEET(NGS OPUS SOLUTION) IRELOCATEN. FENCE [N88'24'O2"W] (M), POWER BO%P ONE BOX Ip0 ER POLE - 249.80 271'35'31"- [N88'24'29"W] (R) GHT OF STATESAY STELEPHONE s I AND TELEGRA H PER FILM 2, P. 1086 LEGAL DESCRIPTION I 9 PORTION THE O 1 30 NORTH HALF OF THE VACATED ALLEY, BLOCK22, I AND 1 90 NORTHERN PACIFIC ADDITION TO THE CITY OF BOZEMAN 3 [PLAT C-23-A241 LOCATED IN SE 1/4 OF SECTION 7, T. 2 S., R. 6 E. OF P.M.M., GALLATIN COUNTY, MONTANA 3 I I I I I r�BL� QKI I 1122 I GENERAL NOTES �P� V QI 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. 2. NO CHANGE 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. �P,hyX��O'S' �Q- FFr7-II 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED G�gJPO 1V` PryON THE PREC . INSTALLATI0go 0 13, EQUIPMENT OAJNDTMATERIALS BOYN THEAENGIN ER.E (APPLIES TOU PUBLIICMADE WOT THEP EWER/WATER MAINSOVANDOSTREET }C'F ALL �Q IMPROVEMENTS ONLY.) O O".�P JPG�- CO 0��01V W P�O rL x.�h O 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF O F,a+ O x U. q i Qy 5 CONSTRUCTION. OGO���+�J�JS 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING ���Otil' xQrv� 1VV CONSTRUCTION. P pill W 483 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. O 7. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED. B. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS, APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE n MUST BE INSTALLED BY THE OWNER FOR THE NEW BUILDING(S) SHOWN IN ACCORDANCE WITH COB DRAWING NO. BY OTHERS J CITY APPROVED OS&Y VALVE �•rr!I 2660-13. PROPOSED GRADE-, A 483w 9. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE SERVICE LINE EXISTING GRADE F.F. ELEV=4828.50 STANDARD. THE 4" FIRE SERVICE LINE, INCLUDING THE OS&Y VALVE, ARE TO BE INSTALLED AS PART OF THIS - - PROJECT. -, -- � "° o_ I o W� ` v_o CRAWL SPACE �( 10. THE 4' FIRE SERVICE LINE IS TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE CONTRACTOR FROM THE ate �PaonE o= POINT OF CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVEIN THE BUILDING. 6.5' COVER o 1p„ ,� 1----- Scale In Feet 482 ----- 20 0 20 11. APPLICATIONS FOR WATER SERVICES MUST BE MADE BY CONTRACTOR/OWNER AND APPROVED BY COB BEFORE o C) EEiMMiiiiiiii THE FIRE SERVICE LINE AND DOMESTIC SERVICE LINE CAN BE INSTALLED. a 6 0 6 12. THE 6.5' MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE OR SUFFICIENT INSULATION INSTALLED ED 53 LF OF 4" CL. 51 DIP Scale In Meters OVER THE FIRE LINE IF 6.5' OF COVER CAN NOT BE MAINTAINED, BEFORE THE LINE WILL BE ACTIVATED. THRUST BLOCK PER 13. THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH "MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 4820 02660-1 (TrP) Drawing Date: 71/02/13(AB) 6TH EDITION", APRIL 2010 (SECTION NUMBERS WITH MPW PREFIX), AND SUBSEQUENT AMENDMENTS, AND "CITY OF AS-BUILT BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION, MARCH 2O11." 14. FIRE LINE IS A CLASS 1 SYSTEM.15. FLUSHING ORIFICE TO BE AT LEAST 2" IN DIAMETER OR AS SPECIFIED BY ENGINEER. 0+00 1+00 O/^1�I//1 O/1 3 16. C&H ENGINEERING AND SURVEYING INC. WILL PERFORM INSPECTION WORK ON THIS PROJECT WHICH IS SOLELY FOR ENSURING THAT THE PROJECT IS BUILT PER THE APPROVED PLANS AND SPECIFICATIONS. THE CONTRACTOR IS FP1 SOLEY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE n FIRE LINE PLAN AND PROFILE MEETS ALL OSHA REQUIREMENTS AND ALL APPLICABLE SAFETY REQUIREMENTS BOTH FOR THEIR EMPLOYEES AND FP1 SCALE: (1"=20' HORIZONTAL) (1"=4' VERTICAL) ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. //12699(FP7)