HomeMy WebLinkAboutVillage Lofts Units A & B LEGEND
F
(-) Oey nrnNas Nsosm KwOul nm after,vase me No verssuNO cuexa a fmLsswO cwo[rmelas wet BD
EXISTING SANITARY SEWER MANHOLE errxnow AvDALY To 1K:so BOND. .u.oWTo oN TNO TOsr saWrs or rem sa«rtow ASs olAr I.,Fi(,Fil`ID C=7:3
pF
E%IS71NG SANITARY SEWER LINE ypl ---
FLANGED OS&Y VALVE MARK A. '
III CHANOLeR
- EXISTING WATER MAIN suNCO*o fie lrermm oN sTNrrowe Ny 9S18ES
/� ro rw¢O wwlaa Nm race°vaE DOUBLE CHECK VALVE i f..
/ (n+rwl ra.0 sessn eownawnaal I ' 6�c1/`'� o
EXISTING GAS LINE / j �MIN. REQUIREMENT)
4" OR LARGER CLASS 51 !1_ AS INDICATED ON
-s DUCTILE IRON PIPE (IYP.) �rt on Aeovt d
^' EXISTING HYDRANT R App$Q�p PLAN(S) I+ -'� A-rLi
---.
EXISTING WATER VALVE `I 1 Sheet 1 of 1
MECHANICAL 3/4" MIN Redi Rod, INSTALLEDED EVERY OTHER AVAILABLE M.J. c�
EXISTING POWER POLE JOINT I�BOLT HOLES (TYPICAL)- 5/8" RODS ACCEPTABLE FOR 4' LINES rift _ OMI
EXISTING ELEC BOxMAIN9FJ BEND WITH THRUST BLOCK {
1 f1- W
mEXISTING TELEPHONE BOX � 7T
INDICATES COMPACT PARKING SPACE BLOCK � "'_' b I VICINITY MAP TAPPING TEE &VALVE, CITY OF BOZEMAN REQUIREMENTS FOR INSTALLEDATION OF I�,l v ••:J D "r
7.jg BUILDING TIE DIMENSION OR INSTALLED VALVE AT DOUBLE CHECK VALVE ASSEMBLY
PROPOSED SPOT ELF PROPERTY LINE TYPICAL
v(W3) `:DTI^N s:=r fie FOR ALL RISER CONFIGURATIONS) I. The FIRST fitting ids f the building shall be a UL lie a horged y 4�.� mOn
.RD Kanned a Mueller OS&V - I T I �` u
ROOF DRAIN Z Y valve tM same ai:e oe the Rre service line. T�--.I--�� �n
2. All Double Check Valve Assemblies shall be -.--II It I 29
e C.O. SEWER SERVICE CLEAN OUT /yX Ul w M noted -y[
b Approved by the University of Southern Coldomia Foundation for I rIII
® PROPOSED CURB STOP s PROVIDE FLEXIBLE, Crow Connection Control and Hydraulic Research(USCFCCCHR)for• 7 operation in the proposed position vertical or horzonla as shown on �'i
-=> TRAFFIC FLOW WATER-TIGHT CONNECTION _ ��- —' - I
I7E c. INST plan.. ( ) 1 v .� -1Rit' r 2_
FOR ALL WALL OR FLOOR approve p ._ _ `{- W
b c ow de LEtio ps shown 11 e I tl lama • _.F I -
DRAINAGE DIRECTION ca
PIPE PENETRA7roN5. 3 A maw detection eevice enrol w INsrALLEDed Immedlolely following lne _ _ �
Double.1.) shown
Assembly(alarm check valve,flow sensor/alarm,
EXISTING CONTOUR LINE motor.el -.CT �
i _..L�I•II, ` c)as shown on the
aDproved plane. Pads.-type flow storms not '-
- PROPOSED CABLE, ELEC, TELF permmed an ary eyelems.
I
AND GAS TO EACH BUILDING , A Double Detector Check Valve Assembly may be ueea with a standard b=sc�T---- - "1 r i
isav¢Nb naafi rsovT FLOOR City of Bozeman m ter. The meter loop of the Double Detector Check C
PROPERTY LINE y Valve shoo have a Double Check Valve Assembly fNSTALLEDed wh,ch meet.
4 �- iM same INSTALLEpahon crfterio spec-had above In regwnment number two. _
ADJOINING PROPERTY LINE 5, Horizontal INSTALLEDatons must be a minimum of 2'above the finished lxIC.
EASEMENT LINE NOT TO SCALE floor.
MECHANICAL
YARD SETBACK LINE JOINT b The fire service riser must be a minimum of 2'from any outside wall r
and a minimum of V from any interior wall, ,.,) V
PROPOSED CURB 7 The incoming fire service line shall be a minimum b5%and a mos- $ Old
PROPOSED SCALE/RETENTION POND CONTOUR Nnum of 1.S'below the finished grade 2-Ce'• O
THRUST
BEND WITH 8.to 9 fin 5 Psi. fine appurtenances shall have o minimum pressure + �
THRUST BLOCK filing of 175 PSI Q) f4
9 All fin service lines 4" and largerN) 11 T ASS
shall be Class 51 Duane Iron P,pe.
10. tune.zing The Double Check Valve Assembly shall be equal insize
to both lM mcam,n r-
9 D�Dl diameter r.isio nic.line
halq outgoing pow d,Bmeter �.
LEGAL DESCRIPTION I (ao.natnam) Far.sample.b 4 fua eery cs Imo shah ha e a, O O J
6ouble Check Valve Assembly. ~r1 O _Q
I- -1' MIN„ 2' MAX. �
LOT 1, OF C. 7, AND NW 1/4,I S PLAT C-23S., R.
\, r•- }:: - L
y 5 5 i.-�•.-,. Q
NE 1/4, SEC. 7, AND NW 1/4, SEC. 8, T. 2 S., R. 6 E. OF P.M.M.,
Cftt OF BOZEMAN, GALLATIN COUNTY. MONTANA
Q 3a
2' MIN. CLEARANCE PLAN VIEW_
m"'m sOn ABOVE FINISHED FLOOR
W4l PINE
e/le'INN.
necNNDss
SCALE: 1'=50'
STANDARD FIRE SERVICE
CITY OF BOZEMAN
SCALE: LINE INSTALLEDATION NO. 02660-13
STANDARD DRAWING NONE DEC 2003
FOR CLASS I, II, & III SYSTEMS
— - �REV: MAY 2005
1� c14b cs'Po�/saB� ,
Cyr -gel
o % \
'
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS.
Q O
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE
MADE WITHOUT THE PRIOR WRITEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ��pv',
ENGINEERING DEPARTMENT. ok 47901 FINISHED FLOOR A O
o�� 478s.ss w
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER AND THE CITY OF BOZEMAN. WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., µpDE FINISHED FLOOR
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. 4790,—..
INSTALLEDATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL 4789.95
EQUIPMENT AND MATERIALS BY THE ENGINEER. (APPLIES TO PUBLIC SEWER/WATER -
MAINS AND STREET IMPROVEMENTS ONLY.) -
4. THE CONTR
ACTOR C CITY APPROVED OS&Y VALVE EXISTI CITY APPROVED OS&Y VALVE
SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE g'
BEGINNING OF CONSTRUCTION. - �SEWER� BY OTHERS ETA O
,1 p I °A F_ DOUBLE CHECK VALVE ASSEMNLr h+el
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS BY OTHERS 47HO (MINIMUM REQUIREMENT AS
PRIOR TO BEGINNING CONSTRUCTION. I' &G CLAS 51 DI INDICATED ON APPROVED PLANS) �(
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. " &6' C 51 DIP � � L--FINISHED FLOOR
4780 Ly (DMINIBIIUMCREOUIREMENr�ASEMBLY 4777.45 F�11 7. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED. INDICATED E APPROVED PLANS)
8. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS. APPROVED DOUBLE CHECK BACKFLOW FINISHED FLOOR -
PREVENTION DEVICE MUST BE INSTALLEDED BY THE OWNER FOR THE NEW BUILDING SHOWN. 4777.45
9. FIRE LINE INSTALLEDATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE �).��TL/M LLF,(-,SERVICE LINE STANDARD. THE FIRE SERVICE LINE INCLUDING THE OS&Y VALVE ARE TO BE _
INSTALLEDED AS PART OF THIS PROJECT.
777.00 0: DATUM ELEi''
10. THE FIRE SERVICE AND DOMESTIC SERVICE LINES ARE TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE .
CONTRACTOR FROM THE POINT OF CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVE IN THE BUILDING � � �
4 770.00 11. APPLICATIONS FOR WATER SERVICES MUST BE MADE BEFORE THE FIRE SERVICE UNE 00 (� (� L 4AND DOMESTIC SERVICE LINE CAN BE INSTALLEDED. - � CO � 4 12. THE 6.5' MINIMUM COVER OVER THE NEW FIRE UNE MUST BE IN PLACE OR SUFFICIENT INSULATION FO 00 I\
INSTALLEDED OVER THE FIRE LINE IF 6.5' OF COVER CAN NOT BE MAINTAINED, BEFORE THE LINE O-FOO �t d-
WILL BE ACTIVATED,
13. THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH "MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, a)FIRE LINE FL WATER SERVICE PLAN AND PROFILE 0+00
5TH EDITIOW. MARCH 2O03 (SECTION NUMBERS WITH MPW PREFIX), AND "CITY OF BOZEMAN MODIFICATIONS TO MONTANA 1 PUBLIC WORKS STANDARD SPECIFICATIONS, SFL FIR EDITION, MAY 2E C1 Drawing Date: 4/25/06
SCALE: (1 =50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) AFIRE LINE & WATER SERVICE PLAN AND PROFILE 14. ENGINEER SHALL BE PRESENT DURING THE FLUSHING OF THE FIRE LINES TO VERIFY THAT THE REQUIRED FLOW RATE IS C1 SCALE: (1"=50'-O" HORIZONTAL) (i"=5'-O" VERTICAL)
OBTAINED TO SATISFY NFPA-24 FLUSHING STANDARDS.
AS_BUrT ABI
5 4/25/06
kozozs.lz