HomeMy WebLinkAboutSITE AND FIRE ALARM PLANS - 12-00156 - 273 S 5th W - Campus Courtyard Bldg #1 - 21 PlexCONSTRUCTION PLANS FOR:
JARED SOMMER - CAMPUS COURTYARD
PHASE 1 & 2
GENERAL NOTES
IT SHALL BE THE RWFONSISILIIY OF THE CONTRACTOR TO PROVIDE ALL WATER
REQUIRED FOR DUST ABATEMENT, COMPACTION ETC. THROUGH THE COMPLETION
OF THE PROJECT.
APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN SHOWN ON THE
PROJECT PUNS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. R IS
TIE RESPENSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE MIMES
PRIOR TO TIE STPAT OF ANY CONSTRUCTION. R SHALL BE THE CONTRACTORS
RIBACHIIBRITY TO HAVE THE USTUTIES MARKED I LOCATED IN THE FIELD BY THE
APPROPRIATE AGENCIES PRIOR TO THE START OF WORK CONTACT VIG INE- AT
If OFPU -ISM.. ANY DAMAGE OR DISTURBANCE OF EXISTING UFUTIES AND ME CWT
FOR IMPACTS AND RESTORATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ANY CONFLICTS OR DISCREPANCIES WRH EXISTING MUMES SHALL
BE BROUGHT TO THE ATTENTION OF ME ENGINEER IMMEDIATELY.
ANY WDW DONE WITHIN A PUBLIC RIGHTORWAY SHALL BE COORDINATED WITH THE
P➢PRCPRIATE TRANSPORTATION AGENCY AND SHALL MEET TIE REQUIREMENTS OF
THAT AGENCY AND THE REQUIREMENTS OF ANY RIGHT -0F -WAV OR SPECIAL USE
PERMITS.
CONTRACTOR SHALL RECORD THE LOCATION OF VALVES, SERVICES AND ANY
CHANGES TO THESE PLANS ON A SET OF RECORD DRAWINGS. DRAWNGS SHALL BE
RETURNED TOME ENGINEER AT COMPLETION OF THE PROJECT.
ALL CONSTRUCTION ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH
CITY OF REXBURG REQVIREMEMS OR THE IDAHO STANDARDS FOR PUBLIC WORKS
CONSTRUCTION B.S.P.W.C, CURRENT EDDIOU,
THE CONTRACTOR SHALL COORDINATE WON THE CITY ANC SAM THE ENGINEER FOR
ALL UTILITY INSPECTIONS PRIOR TO SACKFULI NG.
THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO EXISTING UTILITIES
WITH THE APPROPRIATE CITY PERSON NEL.
THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS WITH THE ENGINEER AND
WON THECITY ENGINEER AT A MINIMUM, THE ENGINEER SHALL BE NOTIFIED TO
INSPECT: 11 SEWER PRIOR TO BACK FILLING, 2) WATER PRIOR TO BACK FILLING, 3)
STORM SEWER PRIOR TO BACK FILLING. A) CURB S GUTTER AND FORMS PRIOR TO
POURING, 5) PARKING GRADES PRIORTO PAVING,.) ASPH SITGURING PAVING.
LOCATION
DEVELOPMENT IN:
REXBURG, MADISON COUNTY, IDAHO
PROJECT NO. 2012.002
DATE APRIL 2012
WATER GENERAL NOTES
DIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPEUNE UNLESS OTHERWISE
NOTED
DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT
ACTUAL PIPE LENGTH. MORE PIPE MAY BE SECURED TO COMPLETE CONSTRUCTION
THAN IS M MENSION EO ON THE FILMS.
ALL WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PROJECT PIANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER.
MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING MILRIES AND
STRUCTURES (EXCEPT SEWERS) SHALL BE ENE FEET HORRONTALLY. SEPARATION
BETWEEN WATER LINES AND OTHER UTILITIES SHALL BE 10' MIN.
THRUST BLOCKS SHALL BE PLACED ON WATERLINES AT ALL DIRECTION CHANGES,
FITTINGS, BEN., ELBOWS, FIRE HYDRANTS AND GATES VALVES AS SHOWN IN THE
PROJECT PLANS.
MINIMUM COVER FOR WATERLINES SHALL BE SR FEET, EIGHT FEET MAXIMUM,
MEASURED TO TIE TOP OF PIPE UNLESS OTHERWISE SHOWN ON THE PIANS
THERE SHALL BE TEN FEET MINIMUM SEPARATION BETWEEN ALL NEW WATERLINES
AND NEW SEWER LINES EXCEPT WHERE ME LINES CROSS AT APPROXIMATE MGM
ANOLM. A MINIMUM OF OF IS INCHES VERTICAL SEPARATION SHALL BE MAINTAINED
ATAI.LCROSSINGS.
THE CONTRI $FALL COORDINATE ALL LIVE TAPS AND ANY OTHER WORK OR
MANIPULATION OF TIE EXISTING WATER SYSTEM WITH THE ENGINEER AND THE
WATERSYSTEMCITY.
CHLORINATION WILL BE DONE BY THE CONTRACTOR AT THE CONTACTORS
EXPENSE ME CONTRACTOR IS TO USE SODIUM HYPOCHLORITE TO CHLORINATE
THE SYSTEM AS OUTLINED IN SECTION 01..J.2XSB OF OMSION 9W OF ME ISPWC.
TIE CONTRACTOR IS TO
FOLLOW ME FILLING PROCEDURE OUTLINED IN SECTION
901.3.R.B,M IN DIVISION AW OF THE MPWC. THE CONTRACTOR IS ALSO TO FOLLOW
THE FINAL FLUSHING AND BACTERIOLOGICAL TESTS AS OUTLINED IN SECTION
3.S.CSD OF DIVISION OM OF ME ISPINC.
ALL WATER SYSTEM COMPONENTS SHALL BE LTALLED. PRESSURE TESTED, AND
CHLORINATED. ME TESTING IS TO INCLUDE FLUSHING AND DISINFECTION AS
WRINEDIN SECTION 401.3.90F DMSIONCW OF ME ISPWO.
ALL GATE VALVES SHALL BE LOCATED NEAR TO TEES OR CROSSES AND THEIR
ASSOCIATED REDUCE. AS SHO W N ON THE PIANS.
PLL CROSSES ANDTEES SHALL BE INSTALLED WITH THE BRANCHES HAWNO THE SIZE
OF ME LARGEST ADJOINING PIPE UNLESS OTHERWISE SHOWN. THE CONNECTION
TO THE SMALLER LINES SHALL MEN BE MADE BY MEANS OF REDUCERS.
'ROJECT
.00ATION
SEWER GENERAL NOTES
ALL DISTANCES AND DATA SPALL BE CHECKED BY THE CONTACTOR PRIOR TO ME
START
OF CONSTRUCTION. IN THE CASE OF ANY CONFLICTS, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE
PRIORTOTHE START OF WORK
DIMENSIONS SHOWN ARE TO ME CENTER OF THE PIPELINE UNLESS OTHERWISE
NOTED.
DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT
ACTUAL PIPE LENGTH. MORE PIPE MAY BE REWIRED TO COMPLETE CONSTRUCTION
THAN IS DIMENSIONED ON THE PLANS.
MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND
STRUCTURES (EXCEPTSEWERS) SHALL BE FIVE FEET HORIZONTALLY. SEPARATION
8ERYEEN WATER LINES AND OTHER UTILITIES SHALL BE 10- MIN.
THERE SHALL BE TEN FEET MINIMUM SEPARATION BETWEEN ALL NEW WATERLINES
AND NEW SEWER LINES EXCEPT WHERE THE LINES CROSS AT APPROXIMATE RIGHT
ANGLES. A MINIMUM OF OF IB INCHES VERTICAL SEPARATION SHALL BE SWNTNNED
AT ALL CROSSINGS. SEETHE DETAILS IN THE PROJECT PLANS.
THE CONTRACTOR BHNL. CONDUCT A LOW PRESSURE TEST AS OUTLINED IN SEW
SECTION EST 3A.C. OF DIVISION SW. ME CONMA TOR SHALL CONDUCT A
DEFLECTION FIESTAS OUTLINED IN ISPWC SECTION 3A.00F DIVISION SOL
THE CONTRACTOR SNALL CONDUCT A HYDROSTATIC TEST AS OUTLINED IN SECTION
'A2.3.12.C.1 OF DIVISION 5W.
SHEET
SHEETTIRE
1
TIRE PAGE -VICINITY MAP, LEGEND, NOTES
2BMW
TERPUW
3
PHASE162- SITE PLAN
BOUNDARY LINE
— —
95HEEi3
TOTAL
CONSTRUCTION STANDARDS
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND CITY OF REXBURG
SPECIFICATIONS CURRENT EONIONS SHALL BE USED FORME
CONSTRUCTION W THIS PROJECT. IF ACONFUCTOCCURS THE MORE
STRINGENT REQUIREMENT $F ALL BE IS DETERMINED BY ME ENGINEER AND
WILL BE DEEMED TO GOVERN OVER ME PROJECT.
VICINITY MAP
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LEGEND
EXISTING
PROPOSED
DESCRIPTION
BOUNDARY LINE
— —
—
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FENCE LINE
IN
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30 0 30 60
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NUMBER OF BUILDINGS -2
NUMBER OF SINGLE UNITS -30
NUMBER OF DOUBLE UNITS -12
PARKING
TOTAL PARKING SPACES REOD: 69
TOTAL PARKING SPACES: 69
TOTAL HANDICAP SPACES:3
LANDSCAPING - 20
TOTAL SQUARE FOOTAGE: 50,65) SO, FT.
LANDSCAPING REQUIRED: 10,130 SQ. FT.
ACTUK LANDSCAPING: 15,918 SO. FT.
SNOW STORAGE -10
PAVEMENT AREA: 25,472 SO. FT
SNOW STORAGE REQUIRED: 2,547 SO. FT.
AVAILABLE SNOW STORAGE: 120,596 SQ. FT.
BUILDINGS
NUMBER OF BUILDINGS -2
NUMBER OF SINGLE UNITS - SO
NUMBER OF DOUBLE UNITS -12
PARKING
TOTAL PARKING SPACES REQ'D: 69
TOTAL PARKING SPACES:69
TOTAL HANDICAP SPACES: 3
LANDSCAPING -20%
TOTAL SQUARE FOOTAGE: 49,261 SO. FT.
LANDSCAPING REQUIRED: 9,852 SO. FT.
ACTUAL LANDSCAPING: 1 BUD SQ. FT.
SNOW STORAGE - 10
PAVEMENT AREA: 24,421 SQ. FT
SNOW STORAGE REQUIRED: 2442 SQ. FT.
AVAILABLE SNOW STORAGE: 71,335 SO. FT.
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It is acknowledged that an unapproved backflow
prevention device is installed per the demand
of the local water provider. Due to the high
purported failure rate, this office and its personnel,
does not approve or take any responsibility for
the operation of the backflow device.
IST and 2ND FLOOR EXTEI:IOR FIRE PROTECTION
SCALE" 3132" • 1'-0"
(SIMILAR OF SIX BUILDINGS)
JOB #1-804 CAMPUS COURTYARD, 2 BUILDINGS
JOB #1-805 BLUE WATERDAYS, 2 BUILDINGS
JOB #1-818 CAMPUS COURTYARD PHASE 11, 2 BUILDINGS
tyCO/Fire & Budding
I�
Products
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ADDRESS:(Srj C" *,J^ RD.
l,vneN L,Mw.'a :KG !ILLI' f.. JT:• R`.WLO
Series LFII Residential
Pendent Sprinklers
4.9 K,ractor
General
EmttittroR Ft+ct�"6 i►oN
STREET ADDRESS: Oj ?� 1/�C57' { RRLSoeJ CITY jtt-x
FIRE PROTECTION CONTRACTOR: Ce'w1 rjtrm"R: R� t�1�ASE�TC.JfJ
ADDRESS:(Srj C" *,J^ RD.
•y���ypq At.YW R.9W...am
MYa�, ,aaw�w^^r„M°vr�
STATE: -T"yA Way ZIP: $3580)
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NOTES HEAD COUNT
SPRINKLERS TYPE DEGREE OTY.
TYCO LF II RES 4.9 PEND 155 32
STANDARD SYMBOLS
+ - POST INDICATOR VALVE
- KEY VALVE
- FIRE HYDRANT
-FIRE DEPT. CONNECTION
- O.S. & Y GATE VALVE
- SWING CHECK VALVE
_.. -NEW UNDERGROUND
--EXISTUNDERGROUND
ANT! -FREEZE PoLL C."'
R G,A ExPAN ?ORR LN,<
ANt GR GIe DDA .. .
'.i2R P lArkrn-,NJ FR ,
r0 'NC 3u'D,^!G
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2" BACKFLOW RREVF_r+TER
RISER AND ANTI -FREEZE LOOP DETAIL
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STANDARD SYMBOLS
-ALARM CHECKVALVE
RISER W/ALARM VALVE
RISER W/DRY VALVE
- RISER W/ELEC. FLOW SWITCH
- RISER W/DELUGE VALVE
- WATER MOTOR BELL.
- ELECTRIC BELL
y „
-FLUSH FIRE DEPT CONNECTION
State of Idaho
DEPARTMENT OF INSURANCE
C.L. "BUTCH” OTTER 700 West State Street, 3rd Floor WILLIAM W. DEAL
Governor P.O. Box 83720 Director
Boise. Idaho 83720-0043
Phone (208) 3344370 MARK A. LARSON
Fax (208) 334-4375 State Fire Marshal
PLAN REVIEW FOR FIRE SPRINKLER SYSTEMS
SPRINKLER HEAD
. -- - UPRIGHT ON V2" OUTLET
-- -PENDENT ON 1/2" OUTLET
-UPRIGHT ON I" SPRIG
PENDENT ON 1" DROP
PENDENT HEAD BELOW CEILING
• HEAD ABV & BELOW CEILING
- SIDEWALL ON 1/Y' OUTLET
SIDEWALL ON V OUTLET
PROJECT: t A61tea
EmttittroR Ft+ct�"6 i►oN
STREET ADDRESS: Oj ?� 1/�C57' { RRLSoeJ CITY jtt-x
FIRE PROTECTION CONTRACTOR: Ce'w1 rjtrm"R: R� t�1�ASE�TC.JfJ
ADDRESS:(Srj C" *,J^ RD.
CITY: =Pb%Vea FA64-3
STATE: -T"yA Way ZIP: $3580)
PHONE NO: Zo8_S_4Vr5Z30
FAX NO: ?aie-5w_Z.1)9
SIGNATURE ON PLAN: "J
DATE ON PLAN: -7 3 C_� - 43
DATE PLAN RECEIVED: 7-3i
DATE PLAN REVIEWED: a..5-.r_a
ITEM
NO.
CODE
REFERENCE
DEFICIENCY NOTED
l
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B hLcai r AS
OF PROPOLENE GLYCOL
• P�g1%RGI f� Rei �
'I-.
NOTE-
SYSTEMS EXCEEDING 20 SPRINKLERS IN SIZE SHALL BE CONSTANTLY SUPERVISED AT A CENTRAL
LOCATION - Y.F.C. 903.4
NOTE:
IT IS ACKNOWLEDGED THAT AN UNAPPROVED BACKFLOW PREVENTER IS INSTALLED PER THE
DEMAND OF THE LOCAL WATER PURVEYER. DUE TO THE HIGH PRUPORTED FAILURE RATE, STATE
FIRE MARSHAL'S OFFICE, AND ITS PERSONNEL, DOES NOT APPROVE OF OR TAKE ANY
RESPONSIBILITY FOR THE BACKFLOW DEVICE.
REVIEWED BY: Mel Fletcher
P.O. Box 8
Fairfield, Idaho 83327
PLANS REVIEWER:
Mel Fletcher
Ph: 208-764-2337 Fax: 208-764-2090
CC TO: Mark Larson
Idaho Surveying & Rating
File
-
A.H.J.
- RcxFse,RrF IV, 140 ��T•
14 APPROVED - If deficiencies notedabove are
corrected and subject to a field inspection.
DISAPPROVED -Resubmit with items noted*
corrected.
� ADDITIONAL -Information requested
10-2012
[Ln lir pati H'.nl.G'.
3RD FLOOR EXTERIOR FIRE PROTECTION
SCALE'. 3r C"
(SIMILAR OF SIX BUILDINGS)
JOB #1-804 CAMPUS COURTYARD, 2 BUILDINGS
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JOB #1-805 BLUE,WATERhAYS, 2 BUILDINGS
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JOB #1-818 CAMPUS COUN'TYARD PHASE II, 2 BUILDINGS
it
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i TPtal ve:^n nnori�g��.
SYS' EM CAPACITY 42 GAL.
to ,.•:�sslrq P"'.
REQUIRES.25.2 GALS.
zP ^'� • . e„>s.,
OF PROPOLENE GLYCOL
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IZEXBLTRG
FMF NISPECT
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27
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APPROVAL STAMP
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STATE OF IDAHO
JUL 0 5 2n13
PLANS ACCEPTED SUBJECT TO COMMENTS AND
CHANGES INDICATED IN TRANSMITTAL LETTER INSTAL.
LATION IS SUBJECT TO
A FIELD INSPECTION.
REVIEWED SV:
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iii is a � A�
_ COMMERCIAL & RESIDENTIAL SPRINKLER SYSTEMS
INSPECTIONS 1105 IONA RD.
(208) 524-5230 FAX 524-2119 IDAHO FALLS, IDAHO 83401
°F'10 1-829 FIRE PROTECTION SYSTEM FOR.
a -E 07/30/2013 ,fared Sommer Exterior Protection
DRAWN BY MJG South Sth West & Harrison FP-
SCALE
P-SCA _ NOTED Rexburg