HomeMy WebLinkAboutSITE PLAN REDLINE - 16-00521 - 30 N 2nd E - Freddy'sCIVIL SITEWORK FOR:
FREDDYSFROZEN CUSTARD & STEAA URGERS
BEING PART OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF
SECTION 24, TOWNSHIP 2 NORTH, RANGE 37 EAST OF
THE BOISE MERIDIAN, MADISON COUNTY, IDAHO
APPROVED BY:
CITY OF REXBURG ENGINEERING DEPARTMENT
APPROVEDBN
CITY OF REXBURG FIRE DEPARTMENT
APPROVED BY:
ROCKY MOUNTAIN POWER
APPROVED BY:
CENTURY LINK
APPROVED BY:
INTERMOUNTAIN GAS
LANDSCAPE/GREEN SPACE/SNOW STORAGE
L. LANDSCAPING REQUIRED OVER 20MOFTOTALARFA AND ROME OF TOTAL PLOWED AREA REQUIRED FORSNOW STORAGE.
ELECTRICAL NOTES:
1. ALL WORKTO BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER REQUIREMENTS.
2. DEVELOPER/CONTRAXTOR R RESPONSIBLE FOR COORDINATION WITH POWER COMPANY FOR INSTALLATION OF CONDUIR AND
POWER MRTHIS PROJECT
WATER NOTES:
L WATER MAINS AND SERVICES IN PROJECT DRIVEWAY WILL BE PVC.
2. ALL WATER MAIN PIPE IN CRY ROW IS TO BE DUCTILE IRON PIPE. POTABLE WATER SERVICE LINE PIPE IS TO BE ONE INCH AMA O901
CLASS
2005DR7IRS PE (UNLESS SHOWN OTHERWISE). CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SO401 INCLUOING METER
BOK, PIPING AND FITHNGS UP TO BUT NOT INCLUDING THE WATER METER.
3. MINIMUM COVER OVER WATER UNES IS 6 FEET.
4. THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 211]8ISPWC DUAL SDd03. PROVIDE
TEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALLTEMPORAIY WATERLINE TERMINATION POINTS As REQUIRED DUE TO
PHASED DEVELOPMENT.
R ALL FIRE HYDRANTS TO BE WATEROUS WB 67-250, PAINTED RED, INSTALLED WITH A KOCHECH MODELSZ MC SMSe7-Y STORE MIND
AND CAP.
6. FIRE HYDRANTS SHALL HAVE TWO 2-1/2" DIAMETER HOSE MUCUS, AND OBER 112" DIAMETER H05E NOaLE.
7. COORDINATE ALL METER INSTALLATIONS WITH THE CRYOF REXBURG.
M WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF SO' HORIZONTALLY AND W WRTEMLY FROM ANYSANURY SEWEROR
STORM SEWER MEASURED FROMTHf EDGE OF EACH PIPE ASOUTUNED INTHE ISPWC 2008 STANDARD DRAWINGS5O40E.
9. COORDINATE LOCATION OFWATER METERS FOR SPRINKLINGSYAEM WITH OWNER'S SPRINKLERUMBIGATIDN PIAN.
10, CONSTRUCTWATERLINESTO WOURIDE PHASE LIMITS. PIACETEMPORARY BLIND FLANGE ANDTHRUST RESTRAINTATTEMPOMRY END.
IF MECHANICALTHRUST RESTRAINTS ARE USED (SUCH AS EMR, IRON MEGAWGS) RESTRAIN 3 PIPE BELLJOINTS FROM THE TEMPORARY
END. MARK ENO CAP LOCATION WITH A POST.
31. USE MORTAR CONNECTIONS PER CITY OF REXBURG STANDARDS.
12. TEST,FLUSH, AND DISINFECT CONSTRUCTED PIPE PERTHE 2008 ISPWC SECTIONS 4D1.3.6 AND 401.3.9.
13. COMPLY STRICTLY TO MANUFACTURER INSMUYFION REQUIREMENTS IN REGARDS TO PULLED JOINTS ON THE WATERLINE WORK USE
STANDARD ELBOWS WHEREVER POSSIBLE IN UEV OF BURNS JOINTS EVEN IF THE JOINT PULLS ARE WITHIN MANUFACTURE INSTALLATION
TOLERANCES.
U. ALL WATER PIPES SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TOTED, VALVES, ETC....
15. WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS).
Rexburg, Idaho
PROJECT NO. 16122
PROTECTCONTACTS
CITY OF REXBURG
ENGINEERING DEPARTMENT JOHN MILLAR (208)3593020
DEQ OTQ 528-2650
OIGUNE(CALL BEFORE YOU DIG) 18001342-1585
EAGLE ROCK ENGINEERING
PROJECT ENGINEER MCFAYANDEMEN (208)]52-7625
PROJECT MANAGER 80RF ROUNDD081757-7625
INDEX
COVER VICINVMAPIMCATIONMAP/NMESANDEVABBRVIATIONS/CONTACTS
GI EXISTING SRF CONDITIONS/DEMOLITION PIAN
C2 OVERALL GMDNWSUE PIAN
D-1 DETAILSHEa
ABBREVIATIONS
EL
EIEVAR N
FF
FINISHEDFLOOR
INV
INVERT
O.C.
ON CENTER
RECM
REQUIRED
STDSTANDARD
0
TEMP
TEMPORARY
TYP
V91CAL
TBC
TOP BACK OF CURB
DWG
DRAWING
FL
MOWLINEOFCURB
X -TBC
EXISTING TOP BACK OF CURB
X
EXISTING
BTM
BO OM
FO
FINISHED CRUMBLE
EO
fWfCTOR
MH
MANHOLE
SSMN
SANNARYSEWER MANHOLE
CB
CATCH BASIN
FW
FRONTOFSIDEWALK
BW
BACKOFSIDFWAU(
GB
GRADE BREAK
SEWER NOTES:
L ALL SANITARY SEWER MAIN LINE PIPING IS TO BE ASTM D 303450R 35.
2. ALLSFORM SEWER PIPING IS TO BE ABS N I2 HDPE 565 RIBBED PIPE.
3. ALLSEWER SERVICES TO EACH BUILDING ARE TO BE 41N, SDRM PVC U1
SEWER SERVICES SHALL EXTEND 15 FEET IMO THE PROPERTY AND BE N
4. GRACE ALL FINISH SURFACES AWAY FROM MANHOLE UPS.
S. TEST GRAVITY SEWER PIPE PER ISPWC SECTIONS 501.34.
ALLSANRARY
6. CONSTRUCT ALLSANITARY SEWER MANHOLES PER ISPWC 2008 STANDARD DRAWINGS SUART
7. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC ZOOS STANDARD DRAWINGS SD -3018 SO RIG.
8. ALL SANITARY SEWERSERVICE LINES ARE TO BE CONSTRUCTED PER I5PWC 2008 STANDARD DRAWINGS SD -511,
SO-SILA, AND SD -512.
9. OO NOT ALLOW MORE THAN 32" OF GMDF RINGS ON MANHOLES BEING RAISED.
30. PRESSURE SEWERSHALL BE ANGVAWWA 090O CLASS 2000RN PVC PIPE OR APPROVED ROU MULENT.PLACE
THRUST BLOCKS ON ALL BENDS, ELWWS, B TEES.
11, INSTALL AIR RELIEF VALVES AT HIGH POINTS IN PRESSURE SEWER TO PREVENT AIR LOCKING.
12, LMKTEST PRESSURE SUPER ACCORDING TO SECTION 401.36 AND 505.330E ISPWC.
13. PRESSURE SEWERIOINTS WILL COMPRISE FACTORY INSTALLED GASKETS CONFORMING TO ASTM F477 AND
BELLAND SPIGOT ENDS ORAPPROVED EQUIVALENT.
VICINITY MAP
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PROJECT ❑
ATION
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GENERAL NOTES
1. SPECIFICATIONS AND DRAWINGS FOR THIS WORKSHALL BE PER CRY OF REXBURG STANDARDS AND LAWC STANDARDS. THE DETAIL DRAWINGS HEREIN
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SUPPLEMENTME CITY OF REXBURG STANDARDS.
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Z. BED PIPE IN NATIVE MATERIAL FREE OF 0.0CN51AgGERTHAN IIN[N IN DIAMETER AS BEDDING, IF ROCHS URGER THAN IINCH ARE PRESENT, USE CRUSHED
AGGREGATE ORSANDAS APPROVED BYTHE ENGINEER.
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3. ALL DISTANCES AND DATA SHALLBE CHECKED OY ME CONTRACTOR PRIOR TO BID, IN CASE OF CONFLICT THE ENGINEER SUIT BE NOTIFIED IMMEDIATELY SO
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THAT CLARIFICATION MAYBE MADE PRIORTO THE START OF WORK
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4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.
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5. THE COMPACTOR SHALL RETAIN AND PROTECTOR REMOVE AND REPLACE ALL LANDSCAPING, EFS, DITCHER FENCES, MAILBOXES,
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SU.G SCULVERTS,
BY CONTRA;
SIGNS, LIGHTP AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BV iNF CONTRACTOR i0 F%ISTING ARUCNRES N REMAIN,
EXPENSE
0
T CONTRACTORS
SHALL BE REPAIREDAT CONTMROHS
REPAIRED
2 �
G. GENERAL LOCATIONS AND SIZES OF EXISTING UFRUIRCS ARE SHOWN ON THE PIANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. R N THE
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RESPONSIBILITY OF THE CONTRACTORN NORTH THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NO0.MALOPEMTION
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OFANYUTILRIES R SHALLAISO BE THE COMRACTOWS RESPONSIBILITY TO HAVE THE APPROPRIATE UFIM COMPANY FIELD -LOCATE ANY EXISTING UTILITIES
MMMCTOR SHALL BE RESPONSIBLE FOR MAINTAINING
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WHICH MIGHT Of AFFECTED OV CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA, THE
COSTTO THE OWNER.
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SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY BIRDIES DAMAGED DUE TO CONSTRUCTION AT NO ADDRIONAL
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GMNUTAR MATERIAL, DISPOSAL SITES, AND ANY ACDMONAL MATERIALS THAT MAY
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BE NECESSARY TOR PROPER CONSTRUCTION OF MIS PROJECT.�
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0. R WILL BE THE RCSPON51BIM OF THE COM0.4CTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND OUST CONTROL
M FISURES.
0 iNARDRSHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCOgOAN[f WITH THE LATEST EDITION OFTHE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES.
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OWNER: NOUNiAI ERICA
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PRO. EXIST. IDESCRIPTION O
PROPOSED/EXISTING ELEVATION
PROPOKIEVE.11TING FIRE HYDRANT w Z
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N � n
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MOND PROPOSED q 1Dr
p n.TOC 8O NUMBER OF PARKING STALLS w ¢ i
an NWUE,DEvc[ `,( pu Pxtvltw MON BUILDING TBC a
n.W 3,226 SF f xaW+ C - O_ C COMPACTPARKING m -
LINE
HE 4872.50
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N \ ns ]xW BC n )p e]M xo C 3 TBC Qg NOTE:
RENT ZONE OLD
VVV111 aw]x OA_OM. N]eX TBWC TBC 135% B)I p a 6a IIa R(CENTRAL BUSINESS DISTRICT)
Q /7 OU MI. FRONTO BUILDING SEE BACK 0 FEET
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PROPOSED USE= EMT FOOD RESTAURANT W/DRIVE TXRU
0 5RW 24].5TBC TC TBC ¢ LOiAREA=0.9]ACPfi
589° a
TBC` IQUIRED PARKING- 0.33 SPACES PER SEAT DBENCHSEAT)�ORMRE
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HEIGHT AT PEAK 0 FEET C %
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TOTALSO.FTOF WILDING=3,2265F
•, �� p NUMBEROFSEATS=96
w 32 PARKINGSTAHISREQUIRED vxti =TS=
3 10 STANDAgPARKINGSTAUS PROVIDED
SCOMPPRPO PPKING PROVIDED QO_g`wg"y„w
111 PARCfL2-1,073, BLOCK35
N LWOSCAPEREQUIRED=10%
OWNER: MQUNTAINAME BM354fRALCREDRUNIDN
PN;RPP ERICA FEDERAL
WNDSCAPf AGE PROVIDED 6 U..11ACPEi) �
SNOW STORAGE PROVIDED=12.5%(0.06 PORES)
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LAI BOUNDARYOTSCR/PPON:
BEGINNINGPT THE NORTHWEST CORNER OF LOT 3, BLOCK350F
PORLEXLEREDIA)LQ 9 flDEFENDEXBURGOHENCE LTOWN5R ALONGFHEOUT;URGED,RI DNW
RUNNINGTRIGIN LTOWN5R"EALONGTHESOUTX ANDAY UNf
4 ; OF PICKS AVENUE, A DISTANCE OF 24750 FEET; THENCE SHL'UNOH'EA EE
DISTANCE OF03 SO FEEGTHENCE 509°4450"W A DISTANCE OI..50 4
a FEETTOAPOINT ON THE EAST RIGHT-OF-WAY LINE OF 2ND NORTH; p
I :y_ THENCE NOO'15'02'W ALONG SAID FAST RIGHT OFWAY LINE, A '^
/ PARCELS-IOT3,BLOCK35 OD O DHTANCE OF82.50 FEETTOTHE POINTOF BEGINNING. CONTAINING 0DE
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P, : STORM MAID CALCULATIONS:
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