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HomeMy WebLinkAboutFirst Security Bank of Bozeman GAS SERVICE Br M.P C. UNDERGROUND NOTES_ PRIMARY BY M.P.C. - - - 1) ALL UNDERGROUND PIPE IS TO BE INSTALLED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, THIRD EDITION,. c'i QD..'— • p,--EXISTING BY M.PC OR 600 TRANSFORMER OCTOBER 1988 AND ADDENDUM 01 TO MPW DATED AUGUST 14, SEWER BY X 6 C FOR 600A SERVICE 1991. CITY OF BOZEMAN MODIFICATIONS TO MPW AND THE CITY _. (,j� WI. - • 64'%68"X 6"PAD 8Y CONTRACTOR OF BOZEMAN INTERIM FIRE SERVICE LINE POLICY THE 6" SEWER TAP AND SERVICE LINE SHALL BE INSTALLED CCIV 1" PVC W/5#8 CU • 2) "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND BY THE CITY OF BOZEMAN SEWER DEPT. CLEAN OUT � I PIPING" IS TO BE COMPLETED AND SUBMITTED TO THE CITY OF BOZEMAN ,9 TO THE EDGE )F THE EASMENT 6.404 yJJJJ PRIOR TO THE FINAL ACTIVATION OF THE FIRE SERVICE. _ ,+ Cy36 O C�3818 3) NO CONNECTION IS TO BE MADE BETWEEN THE INTERIOR FIRE SPRINKLER II 1" PVC W/5#8 CU PIPING AND THE 4' KENNEDY OS&Y VALVE, UNTIL THE UNDERGROUND PORTION OF THE SYSTEM HAS BEEN ACCEPTED BY THE CITY OF BOZEMAN. A/12:1- - D-3 REFRIGERANT LINE ° 4) INTERIOR FIRE SPRINKLER SYSTEM BY FUTURE CONTRACT. C/41 �-- t" PVC W/5 ,!8 CU 2-3'PVC BY M.P.C, • 5) NEW UNDERGROUND SERVICE LINES TO FIRST SECURITY MUST BE CHLORINATED, PRESSURE TESTED 2" PVC W/IO /8 CU ^-2"PVC BY CONTPCTOP AND PASS BACTERIOLOGICAL TESTING AS PER MPW AND CITY OF BOZEMAN REOIREMENTS. (POWER/PHONE/SECUPITY NEW UNDERGROUND SERVICE LINES TO FIRST SECURITY SHALL BE INSTALLED WITH NO LESS /-2-PVC W/4 COVER THAN THAT OVER THE EXISTING WATER MAIN AND EVERY ATTEMPT SHOULD BE / /4-2/0 CL MADE TO OBTAIN THE MINIMUM REQUIREMENT OF 6'-6" OF COVER 8.30.42 0' 6) APPLICATIONS FOR THE NEW SERVICE LINES SHALL BE MADE AT CITY OFFICES. (35 N. BOZEMAN) 2"PVC W/4/6 CU 7) NO WORK IS TO BEGIN PRIOR TO RECEIVING WRITTEN APPROVAL BY THE CITY OF BOZEMAN 1'PVC --- AND THE COMPLETION OF A PRECONSTRUCTION MEETING CONDUCTED BY THE ENGINEER, 2" CURB STOP & ,� ( W/5 Ye CU WELL PUMP 11 BOX BY CONTRACTOR ! " 8) CONTRACTOR SHALL PROVIDE AS-BUILT PROFILE OF NEW FIRE SERVICE LINE TO ENGINEER W/STA ROD2" DOMESTIC SERVICE FROM CURB I ENGINEER SHAH PROVIDE AS BUILT TO CITY OF BOZEMAN. STOP INTO BUILDING BY CITY ()F I � CT CAN AND METER BASE BY 9) ALL FITTINGS SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. THRUST- I BOZEMAN CONTRACTOR. STUB OUT BLOCKING\ � ) I 23"PVC FROM CT CAN 10 VERIFY FINAL LOCATION FOR TELEPHONE CONDUIT WITH US WEST, PAUL GORIE. PH. 585-2355. TYP) '. ) 2' MIN CLEARANCE 30'DEEP TO OUTSIDE CURB �-1 1 1/4'BEND FROM ANY OUTSIDE ' FOR CONTINUATION BY M.P C 11 BID FOR 150' FT. - FINAL LOCATION OF WELL PUMP WILL BE DETERMINED LATER. ! WALL - ALL DIRECTIONS +�r.(2 SADDLE, ?-- ---- -- 1 FOR NEW CLASS ONE SPPWRLLR SYSTEM p POLE MOUNTED LIGHTS CONTROLLER FROM LIGHTING CONTACTOR LC-2 IN BASEMENT. C.)RP. STOP �'-_ !_ SEE DETAIL 1/MEI 1 Tw-- 8•-0' MAX 6.(4 TEE. 4" •/ - y IY-O" MIN TO BACK OF CURB VALVE &ROAD BOX SUylp�__ 5X6 TEE -) \ 4'-O" CLEAR ALL (RAIN MIN. NI FIRE HYDRANT 2" DOMES IC_ a " T'PICAL - SEE 4/MEi 4' FIRE & 2" SUMP LINES I AROUND (TREES, IN COMMON INSTALL PLUMB WITH- HEDGES, BUSHES, ETC.) i EASEMENT TRENCH N 3" SKEC 40 PVC CINiDU,T } PUMPER NOZZLE FACING O FOR TELEPHONE STREET NEW HYDRANT MUELL - CENTURION REW 6" WATER MAIN • CENTURICW A IN 6' 6'• COVER C/32.Nso ' ADJUSTABLE SCREW TYPE ELEVATION-- © VALVE BOX WITH LID IN T - LIP !: 0.2 ABOVE TOP OF 24' LINE O FIDE _ROUND LINE ' —DISCHARGEN'ABOVE GRADE AND GOOSE CURB GRADE '�� NECK TO 12"ABOVE GRADE I DRAW HOLE At BOTTOM 90'9EN0 — ALL WORK IN LINE SLOPED TO DRAIN. 1 • EASMENT BY Y EXISTING FIRE H HEANT TO REMAIN CO - ' EXISTING 6" CONTRACTOR �' -- - UNDISTURBED WATER MAIN _ -. P EARTH - IMIN. 6'-6" COVER \ Y: `EXIST""6"LINE TO.1.x1571NG TO MAIN LINE - . - -`-- _— ..NYpRANT CONCRETE THURST BLOCK - TAP IN WATER MAIN B CITY OF BOZEMAN JOINT AS (AT OWNER'S EXPENSE I �•� P PESPEC F SPECIFIED FOR 6"X6" MUELLER H-615 TAPPING SLEEVE AND 6" \ `NEW 6' AUXILARY TAPPING VALVE ARE T)BE FURNISHED AND 'F y '. GATE VALVE NSTALLEU BY CONTRACTOR WITH CITY OF BOZEMAN MAbING TAP MIN 1/2 CUBIC YARD FLANGED JOINT WASHED GRAVEL MECHANICAL/E,L_ECTRICAL/FIRE PROTEC71ON SITE PLAN NEW FIRE HYDRANT SECTION � _ ,- E:aL CiEl�FIRTTQN TF'ACTS 3A-3. 38--.. 36 G� MNGR SIIBpVICICN PLAT N',.�E MEt -' S I T E P A NO SHALL `�`�f ` TRACT 4 0F MIry GH '•UBD,ti�I J`J FLAT N -8, TRACT ^A/GF Tf?ACTp "i, CCS 309 NEW 2v. HOT'Mlx EXISTING ASPHALT , � I N S Y V / `h _ _ '._I VV N _ ,: �t �`1 N .-E L ^VI Avn L J !",N I' �`-) ASPHALT PATCH _ I Ec_ 1 NT,4.NA TO MATCH EXISTING NEW CLASS ONE SPRINKLER ALARM CHEL. VALVE S YSTFM P' FUTURE CONTRACTNCTE . CONCRETE BEARING AREA - NFPA 24 MIN 6'-6" OF >1e nuC" SEEI- F„n"E �N l�, COVER ABOVE AOUPE TRENCH AS ACCORDANCE wI TH CITY OF FIRE 90'BEND a5'BEND TEES. PLUGS, CAP;, TOP OF PIPE �EOUIRED BOZEMAN SigNDARD DRAWING 02718-6A I � `IZE S0. FT. SO FT &HYDRANTS COMPACT TO 957. WITH RED) ROD TIGHT ip WALL i-' IN I SU F-- RELATIVE DENSITY UNDER PAVEMENT a 2 2 ' 6 5 3 4 TO g OF I CONSOLIDATE a \ `4' KENNEDY OS&1 8 8 5 6 �• TO Q OF PIPE WITH SAND. UI LISTED 10 13 7 9 •o�°;P REDIROD, INSTALLED- 12 18 10 13 ��' %�a' IN HALF THE AVAILABLE 16 32 18 i8 \ e�••T" �4• ao" SEE TABLE �¢ �'a AS CO�STRU TE FLANGE BOLT HOLES (lYP) FINISHED WALL. - FIRE SIZE AS NOTED CITY OF BOZEMAN REQUIRES I REDIROD R REQUIRED LEFT `T BEARING AREA MIN. 6" SAND DATED "X�V1 V• UNDERLAYMENT. _ NEW FIRE RISER DE_TAIL _ _- 2 THRUST BLOCKING DETAIL _ 3 NEW FIRE LINE SECTION m AS BUILT PER WESTERN PLUMBING - 3-14-94 MEt NO SCALE �i 1.0 SCALE MEt NO SCALE Qj REVISED FER CITY OF BOZEMAN - 8-26-93 ` ASSOCIATED E NO.D OWNER PROJECT ARCHITECT C AT AomCONSTRUCTION — _-- — — --_ --- — — ENGINEERING, INC. MECHANICAL/ELECTRICAL/FIRE PROTECTION CIVIL/BTRUITITRAL/ENERGY FIRST SECURITY BANK OF BOZEMAN DRIVE-IN BANKING FACILITY WILLIAM E. GRABOW .AUGUST 26u -- ENGINEERING ONSULTANT'B 208 EAST MAIN STREET 670 SOUTH 19TH AVENUE P.O. BOX 1044 (406) 587-8105 �g93 Ill NORTH HII RUITX MN MIMOVLA,MONTANA .wav BOZEMAN, MONTANA 59715 FIRST SECURITY BANK OF BOZEMAN, MT BOZEMAN, MONTANA 59715 JOB OSBZ677 PAX t=W wa~4oe --- --- ------ -- -- - I I 1 i 105 105 _ .. 100 V `PROPOSED 100 - rnNISHED RRADf c RN1�6MED GRADE- 95 I c - {{ 95 k f I D 9090 I 14_ LF. 6-q.51 D.I.P. CD _ - - L 51 Z -. l\ I F I I \ a a z 4 J 1_z I N x m pWp 3 I I A C.s X tD Y LJ ' N.�f ZYZ nAd i ow - N li>t/f� On 0+00 0+25 0+50 0+75 1+100 1+25 1+;0 1+75 2+00 2+25 2+50 0+00 0+25 0+50 0+75 1+100 1+25 1+50 1+75 2+00 2+25 2+50 FIRE SERVICE LINE ELEVATION 1 MAIN LINE ELEVATION AS CONSTRUQ0 DAIED3 K�y�� �; I AS BLI,T, HEF 4L`- Ln4 ;-1-AHING - 3-14-96 REVISED PER CITY OF BOZEMAN - 8-26-93 ASSOCIATED- -- CONSTRUCTION - OWNERAM ENGINEERING, INC. - - _ _ __ J - PROJECT ARCHITECT D ATE MPROTECTION/ELECTHIUAL/RIHE PROTECTION CIVIL/S7 HUCTURAL/ENEROY ',i FIRST SECURITY BANK OF BOZEMAN DRIVE-IN BANKING FACILITY ENOINE'FRINO CONSULTANTS WILLIAM E. GRABOW AUGUST 26 CIVIL �- - ill NORTH RHXHNS SUITE,{{ 208 EAST MAIN STREET 670 SOUTH 19TH AVENUE P.O. BOX 1 044 (406) 587-8105 �gg3 ---_ — YIBRDI Lw,MONTANA .{.{,----- ---_--- BOZEMAN, MONTANA 59715__- I FIRST SECURITY BANK OF BOZEMAN, MT BOZEMAN, MONTANA 59715 Jt1I3 I9B7,677 4{N{19a1{{