HomeMy WebLinkAboutPLANS - 07-00258 - Express Car Wash - New BuildingPROPERTY LINE 142.02' SOO*28'20"E
ACCESS EASEMENT
UNDEVELOPED AREA
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WITH EQUIPMENT INSTALLER
CONT. CONC. CURB FOR SIZE, LOCATION, POWER
SEE CIVIL DR VGS. REQ'MTS. ETC.
6'- 0 .1 � 34'-0" 30'-0" CONC. FILLED PIPE BOLLARDS
TYP. AT ISLANDS. PAINT.
MIX OF VARIOUS TYPES 3" ASPHALT PAVING ON RIVER ROCK GROUND
, _�OF DROUGHT TOLERANT 8" COMP. ROAD BASE. COVER ON WEED FABRIC
SHRUBS. COORD. WITH
44 TYP. TYP. THIS AREA BETWEEN
OWNER. DRIP IRRIGATE PROPERTIES
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—S SID
- 2 - DIAM. ROCK GROUNDG
COVER ON WEED FABRIC
THIS AREA. NEW STORM DRAIN SYSTEM
CAR WASH EQUIP. TYP. TYP. SEE CIVIL DRAWINGS.
BY OTHERS. COORD,
CONT. CONIC. CURB
WITH INSTALLER.
SEE CIVIL DRWGS.
NEW CAR WASH SLOPED CONC. APRON
BUILDING
4965 sf SEE CIVIL DRWGS, 11
M . FLOOR PLAN
TYPE V-B CONSTR. 0 0
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GAS METER & LINE TO Ss
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BLDG. By UTILITY Co. 4-
VACUUM ISLAND 1 TYP. COORD.
WITH EQUIPMENT INSTALLER
4"
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VACUUM
po I FOR SIZE, LOCAMON, POWER
REQ'MTS. ETC.
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NEW POLE MOUNTED SIGNMAGE 2"
BY OTHERS PER CITY ORDINANCES. Yy
STOP & WASTE WITH CITY APPROVED
BACKIFLOW FOR IRRIGATION SYSTEM SOD
NEW WATER LINE TO
BUILDING. SEE CIVIL DRWGS.
NEW CONIC. SIDEWALK- 4
CONC, ON 4" GRAVEL BASE.
PER CITY STANDARDS. SEE
CIVIL DRAWINGS.
4* ) SS 4"
—SAND & GREASE
INTERCEPTOR PER
CITY STANDARDS. SIZED
BY OTHERS.
TESTING MANHOLE PER
CITY REQ'MTS. SEE CIVIL
,,,--CONT. CONC. CURB
& GUTTER. SEE CIVIL\
DRWGS.
SLOPED CONC. APRON
SEE CIVIL DRWGS.
FLOOR PLAN
WASTE LINES FROM CATCH
BASINS IN WASH BAYS
THRU GREASE INTERCEPTOR
TYP.
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BUILDING CODE ANALYSIS
LEGEND
& SYMBOLS
1 BUILDING OCCUPANCY TYPE:
B
DESIGN BASED ON THE FOLLOWING CODES:
SPECIFICATION
BUILDING SQUARE FOOTAGES:
PRIRTY LINE 142.88' NOD' 11'3
2003 INTERNATIONAL BUILDING CODE
STEEL
BY CITY FORESTER.
TYP.
2003 AMERICAN NATIONAL STANDARDS INSTITUTE A117,1
MAIN LEVEL:
4,965 SF
CER.TILE
_SD
SID
2003 INTERNATIONAL ENERGY CONSERVATION CODE
BUILDING TYPE:
V_B
SOD
11
FIRE SPRINKLING:
NOT REQUIRED
CONTINUOUS
4 4 1 A 11
Z)VUU rmill"r-u al"L
DOORS TO HAVE FOOT
BOLT AND LOCKABLE
DOOR LATCH
STEP FOUND. TO BELOW FLOOR
SLAB AT OPENING
t-UNklmr-Ir ru
WALL SECTION
TRASH ENCLOSURE
SCALE: 1/4" = 1'--0"
-- NEW WASTE LINE. TIE
INTO MAIN. SEE CIVIL
DRWGS.
SID
MANHOLE- SEE L_
CIVIL DRWGS ii7 i
S8
LEGEND
& SYMBOLS
ACOUST.
ACOUSTIC
SPEC.
SPECIFICATION
TREES AS APPROVED
PRIRTY LINE 142.88' NOD' 11'3
STL.
STEEL
BY CITY FORESTER.
TYP.
ALUMINUM
LA NDSCAPING
TRUSS JOIST
CER.TILE
_SD
SID
REQUIRED
CONC.
STORM DRAIN SYSTEM-
SOD
11
WATER CLOSET
TIE NEW CONIC. WALK
CONTINUOUS
U.N.O.
UNLESS NOTED OTHERWISE
INTO EXIST.
SEE CIVIL DRWGS.
ELEV.
WIDEN EXISTING DRIVE ACCESS
PER CITY STANDARDS. SEE
`N\� L CIVIL DRAWINGS.
EXISTING DRIVE ACCESS
EXTEND WATER MAIN PER EXISTING CURB & GUTTER
CITY STANDARDS- SEE TO REMAIN. SEE CIVIL DRWGS
CIVIL DRAWINGS.
NEW WATER METER- SEE
CIVIL DRAWINGS. N 2nd STREET
_
'v
4
SITE PLAN
SCALE: 1" = 20'-0"
NORTH
LANDSCAPING NOTES:
LANDSCAPING & IRRIGATION SYSTEM
ARE DESIGN BUILD PER CITY. REQ'MTS.
SUBMIT LANDSCAPING DRAWING
WITH LISTING OF PLANT MATERIALS
TO CITY FOR REVIEW & APPROVAL
ALL TREES SHOWN TO BE NEW
DROUGHT RESISTANT TYPE TREES
1 1/2" CALIPER SELECTED FROM
CITY FORESTER APPROVED TYPES.
ALL PLANTER AREAS TO BE
XERASCAPED WITH DRIP IRRIGATION
WATER SYSTEM. PROVIDE &
INSTALL ROCK GROUND COVER
WHERE NOTED OVER WEED FABRIC.
PROVIDE & INSTALL 7 DAY ELECTRONIC
AUTOMATIC PROGRAMMABLE TIMER.
PROVIDE & INSTALL CITY APPROVED
STOP & WASTE.
PROVIDE & INSTALL CITY APPROVED
BACKFLOW PREVENTER IN BURIED
ACCESSIBLE BOX.
COORD. WITH EARTHWORK/ PAVING
CONTRACTOR FOR INSTALLATION
OF SLEEVES BELOW GRADE AT
WALKS, DRIVES, ETC. FOR IRRIGATION
LINES & WIRING.
NEW CONCRETE WALL 'AP
x CONT.SEE ELEVATION
N -
#4 HORIZONTAL BARS AT TOP
COURSE AND AT 58" AF
PAINTED CMU WALL TYR,
BOTH FACES
#4 BARS AT 16"
4" CONCRETE SLAB SLOPE
TO OPENING FOR DRAINAGE &
THICKEN FRONT EDGE TO 12"
GRADE LINE
TE
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AA'
I
#4 VERT. AT 16" O.C. C14
(2) #4 x CONT. TOP &
BOTTOM
10"X 18" CONT. CONC.
FOOTING-REINF. WITH (2)
#4
DETAIL A
SCALE: 3/4" = l'-O"
750 2nd EAST
REXBURG, IDAHIJ
401 EAST 1700 SOUTH
SALT LAKE CITY, UTAH
(801) 484-2046
CONSULTING ENGINEERS:
CIVIL: FORSIGREN ASSOCIATES, INC.
(208)
D)
JUL 2 6 2007
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................
CITY OF REXB
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LEGEND
& SYMBOLS
ACOUST.
ACOUSTIC
SPEC.
SPECIFICATION
ADJ.
ADJUSTABLE
STL.
STEEL
ALUM.
ALUMINUM
Til.
TRUSS JOIST
CER.TILE
CERAMIC TILE
REQ.
REQUIRED
CONC.
CONCRETE
W.C.
WATER CLOSET
CONT.
CONTINUOUS
U.N.O.
UNLESS NOTED OTHERWISE
DET.
DETAIL
ELEV.
ELEVATION
EXIST EX.
EXISTING
NUMBER
EXP.
EXPANSION
SHEET
FLR,
FLOOR
P
PROPERTY LINE
F.D.
FLOOR DRAIN
FGE,
FINISH GRADE ELEVATION
GALV.
GALVANIZED
TBC.
TOP OF CURB ELEVATION
GA.
GAUGE
TICE.
TOP OF CONCRETE ELEVATION
GYP. BID.
GYPSUM BOARD
FFE,
FINISH FLOOR ELEVATION
INSUL.
INSULATION
—G —
GAS LINE
MAX.
SHEET
_SS_
SANITARY SEWER LINE
MM
- MAXIMUM
MINIMUM
— w —
WATER LINE
MTL.
METAL
—T —
TELEPHONE LINE
N. I. C.
NOT IN CONTRACT
—P —
POWER LINE
OPN'G
OPENING
REINF.
REINFORCED
SHT.
SHEEr
O.C,
ON CENTER
750 2nd EAST
REXBURG, IDAHIJ
401 EAST 1700 SOUTH
SALT LAKE CITY, UTAH
(801) 484-2046
CONSULTING ENGINEERS:
CIVIL: FORSIGREN ASSOCIATES, INC.
(208)
D)
JUL 2 6 2007
I L, � - '-'
................
CITY OF REXB
UR G
DRAWING INDEX:
i NUMBER TITLE
.T-1 TITLE SHEET, SITE PLAN, LEGEND, DRAWING INDEX & DETAILS
V.1 GRADING & DRAINAGE PLAN
C1.2 HORIZONTAL CONTROL PLAN
C1.3 UTILITY PLAN
C1.4 PLAN & PROFILES
A-1 FLOOR PLANS, FINISH & DOOR SCHEDULES & DETAILS
A-2 BUILDING ELEVATIONS & DETAILS
A-3 BUILDING SECTIONS
S-1 FOOTING & FOUNDATION PLAN, FRAMING PLANS, & DETAILS
1S-2 STRUCTURAL NOTES & LINTEL SCHEDULE
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i NUMBER TITLE
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V.1 GRADING & DRAINAGE PLAN
C1.2 HORIZONTAL CONTROL PLAN
C1.3 UTILITY PLAN
C1.4 PLAN & PROFILES
A-1 FLOOR PLANS, FINISH & DOOR SCHEDULES & DETAILS
A-2 BUILDING ELEVATIONS & DETAILS
A-3 BUILDING SECTIONS
S-1 FOOTING & FOUNDATION PLAN, FRAMING PLANS, & DETAILS
1S-2 STRUCTURAL NOTES & LINTEL SCHEDULE
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ARCH. PROJECT NO:
DATE: 27 JUNE 2007
DRAWN BY:
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DESIGNED BY:
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IDATE IREVISION
SHEET TITLE
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THIS SHEET.
EPDXY COATED BARS X ( "ON
4�) TOTAL AT TOP
EXISTING CURB & #4 EPDXY COATED BARS AT 48" C.C.
GUTTER TO REMAIN. NEW CONCRETE ISLAND ---
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SEE PL-AN
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#6-x CONT. EPDXY
-�ATED BA
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RS
ISLAND DETAIL
SCALE: 3/4"
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ARCH. PROJECT NO:
DATE: 27 JUNE 2007
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THIS SHEET.
EPDXY COATED BARS X ( "ON
4�) TOTAL AT TOP
EXISTING CURB & #4 EPDXY COATED BARS AT 48" C.C.
GUTTER TO REMAIN. NEW CONCRETE ISLAND ---
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SEE PL-AN
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#6-x CONT. EPDXY
-�ATED BA
0 . ..... ------- L-
41
RS
ISLAND DETAIL
SCALE: 3/4"
11
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AND CAULK
ANCHOR 2 CLEAT TO WAL
- TYPICAL
PLASTIC LAM` TOP ROLLED
EDGE Wc SPLASH
PLASTIC " PARTICLE
ORD. VERT SUPPORTS WITH 1/4
HARDWOOD EDGING
wUNTERTOP DETAIL rf`
SCALE: 3/4 1 I —Op
WAI / /.wc
PLAN
�~�0��-�/�-^���� ��~ N��
FLOOR ��-° "" ° "��� �° `
NORTH
.
TYP. ALL WALLS.
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ADAPTABLE. PROMDE \
BLOCKING FOR GRAB \
BARS. MOUNT F1UW8|N&
RXTURES, ETC PER ANSI
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24" x 42^ MIRROR
TYPICAL WITH ST. STL
PROVIDE BACKING IN
WALLS FOR MOUNTING
TOILET RM. HARDWARE
SOAP DISP.
pLASTI
PVC ED
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PLASTI
COUNTE
F0LLE[
SPLASH
EPDXY SEALED COLORED
CONIC. FLOOR
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1 1/2^ STL. TRAFFIC RATED GRATE. TYP, ALL WASH BAYS
<2} RECESSED CONTROLLER. TYP, OF (4)
CD0RD. WITH SUPPLIER
` '
ELECT SWITCH GEAR, PANELS '� DISCONNECTS.
� ' .
DESIGN BUILD. CO0RD WITH EQUIPMENT SUPPLIER
{�
CAR WASH EQUIPMENT BY OTHERS TYP CO0RD
�
WITH INSTALLER. SEE EQUIP. PLAN FOR LAYOUT.
ELECT. & PLUMBING REDMTS
/�\ ^
5 RE!NF / HEATED CONC. SLAB APRONS. TYP
\�� . �
CONC. FILLED PAINTED PIPE BOLLARDS. TYP
-
AT OPENINGS & AT WASH EQUIPMENT. SEE DET 3/A`
(�\ '' `'
24x �O PAINTED �TL
, ATTIC ACCESS DOOR
AT CEILING. PER CODE.
FRAME PLATFORM ABOVE MOP SINK FOR WATER HEATER
RE!NF CONCRETE FLUOR SLAB SLOPE TO CATCH
�
BASINS.
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CONIC. SLABS IN ALL WASH BAYS & CONC. APRONS T0
-
HAVE IN-SLAB RADIANT HEAT, PLUMBER TO COORD
WITH OWNER.
AUTOMATIC OPERATED OVERHEAD SECTIONAL �� D00RS
BY OTHERS TYP. OF (2) COORD. WITH INSTALLER
12" ADJ SHELF AT GO~ AFF
(l� M|LLBU|LT PLAST LAW. COUNTERTOP WITH
ROLLED EDGES & SPLASH. SEE DETAIL
M|LL8U|LT WALL HUNG CABINETS
CONC. CURB. SEE SITE PLAN & CIVIL DRAWINGS
\�y CURB ACCESS RAMP PER ANSI. SE[ DETAIL 2/A1
��
i�/ FRAMED WALLS BETWEEN EQUIP. RW, & TOILET
& OFFICE & AROUND FURNACE T0 BE I HR. RATED
UL314. INSULATE.
V� SLOPE FLOOR TO DRAIN
V8 FUR OUT WALL IN TOILET RM. &c OFF|CE- 5/8''
- GYP. BIRD. ON 2^x 4^ STUDS AT lG^ 0,C WITH R-\J |NSUL
Ln
BLOCK OUT OPENINGS IN WALLS SYSTEM FOR
VENDING EQUIP, COORD. WITH INSTALLER
RE|NF CONC. FILLED VINYL WALL SYSTEM. t�y � � . TYP
BUILDING WAN WATER SHUT OFF VALVE &
- PRv. PER CODE.
GAS METER BY UTILITY CO
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NOTE�
DOOR �������H��
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TOILET ROOM
IS TO BE
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3 x Tx 1 HOLLOW MTL. DOOR IN 16 go. HOLLOW
ADAPTABLE, PROVIDE BLOCKING
--
IN WALLS FOR
FUTURE GRAB
BARS, MOUNT
PLUMBING
FIXTURES & ACCESSORIES
PER
RE!NF CONC FILLED VINYL
ANSI
WALL'SYSTEM
.
3x 7 x 1 3/4 , lO go. HOLLOW MTL. DOOR IN 16 go. HOLLOW
10 LOCATE 10 gal. ELECT.
WTL. FRAME. PAINT DOUR & FRAME. PROVIDE WITH CLOSER WITH
BRUSHED ALUM. COVER, SILENCERS, & LEVER HARDWARE
17
ABOVE MOP SINK
MOP RAC ---�
PAINTED HOLLOW �TL �
` '
DOOR & FRAME. SEE
\o/
2'-8~x 7'x 1 3/4 18 ' HOLLOW WTL. DOOR IN 16 go H0L.
DOOR SCHEDULE
�~
MTL. F�[� PAINT DOOR& FRAME. PROVIDE WITH CLOSER WITH
FRAME.
BRUSHED ALUM. COVER, THRESHOLD, SMOKE S[Al8. & LEVER
TOWEL ~'~
00
Al
FID
SLOPE FLOOR TO DRAIN,
' ^
J' x 7� 1 3/4 18 go HOLLOW MTL DOOR IN 16 go. HOLLOW
In
#TL FRAME. PAINT DOOR & FRAME. PROVIDE WITH CLOSER WITH
BASE. SEE FINISH
BRUSHED ALUM. COYER, THRESHULD, SMOKE SEALS. & LEVER
SIN
SOAP D|SP.
HARDWARE (HEAVY DUTY- ENTRY FUNCTION) 1 HR. ASSEMBLY
CL
PROVIDE BLOCKING FOR ACCESSORIES
r
MEW
IN TOILET RM. TYP.
HOLLOW WTL FRAME. PAINT DOORS & FRAME. PROV WITH
|NSUL. STUD WALLS AROUND
CLOSERS WITH BRUSHED ALUM. COVER, SILENCERS, FLUSH BOLTS
TOILET RW, & OFFICE. FLOOR
ON LEAF, LEVER HARDWARE (HEAVY DUTY- ENTRY
!i
TO CEILING.
(
FUNCTION) & DEAD BOLT.
` OUT WALLS OF TOILET RM.
PREFINISHED OVERHEAD AUTOMAT DOOR. PROVIDED &
& OFFICE- 5/8^ GYP. BIRD. ON
INSTALLED BY EQUIPMENT SUPPLIER. CO8RD. WITH SUPPLIER
2^x 4^ STUDS AT 16^ O.C.
ENLARGED �� ��K�� ��U K�� PLAN
��U��K ��8��K��~K � ��U K �K ���
SCALE: 1/4 . = 1'-0
0
NORTH
610 STL PIPE BOLLARD
v 6'-0^ LONG, FILL YV/CONC.
• ROUND (TROWEL) TOP. SMOOTH
• PAINT. SEE FLOOR PLAN
FOR �_OCATIONS
SLOPE TOP AWAY
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(3) #3 HOOPS AT 2^ U.C.
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DOOR �������H��
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3 x Tx 1 HOLLOW MTL. DOOR IN 16 go. HOLLOW
--
MTL FRAM[. PAINT DOOR & FRAME. PROV WITH CLOSER WITH
PANTED GYP. BIRD.
BRUSHED ALUM. C0YER, THR[SHOLD, WEATHERSTR|PP|NG, SWEEP
WALLS & CEILING.
LEVER HARDWARE DUTY- ENTRY FUNCT0N) & DEAD BOLT.
DOOR T8 HAVE 1/4^ WIRE GLASS LITE (24^x JO")
.
3x 7 x 1 3/4 , lO go. HOLLOW MTL. DOOR IN 16 go. HOLLOW
WTL. FRAME. PAINT DOUR & FRAME. PROVIDE WITH CLOSER WITH
BRUSHED ALUM. COVER, SILENCERS, & LEVER HARDWARE
17
(HEAVY DUTY- PRIVACY FUNCTION)
PAINTED HOLLOW �TL �
` '
DOOR & FRAME. SEE
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2'-8~x 7'x 1 3/4 18 ' HOLLOW WTL. DOOR IN 16 go H0L.
DOOR SCHEDULE
�~
MTL. F�[� PAINT DOOR& FRAME. PROVIDE WITH CLOSER WITH
FRAME.
BRUSHED ALUM. COVER, THRESHOLD, SMOKE S[Al8. & LEVER
HARDWARE (HEAVY DUTY- ENTRY FUNCTION) 1 HR. ASSEMBLY
\~~/
' ^
J' x 7� 1 3/4 18 go HOLLOW MTL DOOR IN 16 go. HOLLOW
In
#TL FRAME. PAINT DOOR & FRAME. PROVIDE WITH CLOSER WITH
BASE. SEE FINISH
BRUSHED ALUM. COYER, THRESHULD, SMOKE SEALS. & LEVER
SCHEDULE
HARDWARE (HEAVY DUTY- ENTRY FUNCTION) 1 HR. ASSEMBLY
CL
PAIR J x 7 x 1 3/4' 18 go. HOLLOW WTL. DOORS IN 16 go.
MEW
--
HOLLOW WTL FRAME. PAINT DOORS & FRAME. PROV WITH
CLOSERS WITH BRUSHED ALUM. COVER, SILENCERS, FLUSH BOLTS
ON LEAF, LEVER HARDWARE (HEAVY DUTY- ENTRY
AUTOMATIC WASH BAYS
FUNCTION) & DEAD BOLT.
\o/
PREFINISHED OVERHEAD AUTOMAT DOOR. PROVIDED &
--
INSTALLED BY EQUIPMENT SUPPLIER. CO8RD. WITH SUPPLIER
FOR ROUGH 0PENUNG, POWER REQUIREMENTS, ANCHORING, ETC.
(3) #3 HOOPS AT 2^ U.C.
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PREFINISHED LOUVERED
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SCREEN. TYR,
PREFINISHED MTL. WALL
PANEL. TYP. AT GABLE
ENDS,
PREFINISHED MTL. FRAME
GOOSENECK LIGHTING AT-
OPEN WALL J,
OPEN OPEN -1 1
I
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OPEN
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- - - --- - - - - - - - - - -- - -
PAINTED HOLLOW MTL. DOOR
REINF. CONC. FILLED VINYL -j & FRAME.
CONT. REINF. CONC. WALL SYSTEM. TYR. RAMP UP TO FINISH
FOOTINGS & FOUND. FLOOR. SEE PLAN
EAST ELEVATION
SCALE: 1/8" = 1'
71, 7
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PREFINISHED OVERHEAD
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P HED MTL. FRAM E
p
PREFINISHED STANDING SEAM
MTL. ROOF. TYP. PROVIDE &
INSTALL CONT. SNOW STOP
BARS AT EAVES.
REINF. CONC. FILLED VINYL 8 : 1
WALL SYSTEM. TYR.
RAMP UP TO FINIS -
FLOOR. SEE PLAN
CONT. REINF. CONC.
FOOTINGS & FOUND.
SOUTH ELEVATION
N OT P
PROVIDE & NS PREFINISHED MT
RAiN GU & D0WNSP A' EAVES
PROV.DE CONC SPLAS" B! Xi S AT
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AT EAVES,
TRUSS BRG
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JJ
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PAINTED HOLLOW MTL. DOOR CURB RAMP- SEE
PLAN & DETAIL CONT. REINF. CONC
& FRAME. FOOTINGS & FOUND.
WEST ELEVATION
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- INISH GRADE AWAY
LDG. AT 1/4" PER
TYP.
I DATE I REVISION I
SHEET TITLE
A-2
ARCHITECTURAL 3 OF 4
CONT. RE INF. CONC.
FOOTINGS & FOUND.
NORTH ELEVATION
c,( F- 1/8" = 1'-0"
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R CH ' PRO'
DATE: 27 J
DRAWN BY:
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DE SIGNED S I F Y:
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COIN
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SCALE: 1 /8" = 1'-0"
,LIN
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7 WALL SYSTEM. TYPE
FINISH GRADE
RAMP UP TO FINISH,
FLOOR. SEE PLAN
SCALE: 1/4" = l' � A-9)
- INISH GRADE AWAY
LDG. AT 1/4" PER
TYP.
I DATE I REVISION I
SHEET TITLE
A-2
ARCHITECTURAL 3 OF 4
CONT. RE INF. CONC.
FOOTINGS & FOUND.
NORTH ELEVATION
c,( F- 1/8" = 1'-0"
U-1 i kA^i tmrcm
REFLECTED CEILING PLAN
SCALE: 1/8" = 1' -0'
NORTH
BUILDING SECTION /
SCALE: 1/4" = l' -O"
NSUL. PREFiNISHED
CIVERHE SEC DOOR
ANCHOR DOOR TRACK BY OTHERS
TO CMU JAMB RER
DOOR MANUF. SPECS
PREFINISHED BREAK
M 0 N
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VINYL FACED RE;NF
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3 TIES AT 8" 0, C,
DETAIL
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SIDE OF WOOD STUDS
SEE FLOOR PLAN - i
L INE OF CERAMIC TILE
6 CEMENT BRD- iN
TOILET RMS.
1 6 ; G A 0L. V7, � FRAME (PAINT)
, 4
WITH (3) ANCHORS PER JAMB
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PAINT.
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NOTE
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DETAIL
S 3"
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MTL. OR ST. STL.
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I SHEET TITLE I
A-3
ARCHITECTURAL 4 OF 4
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20 FEET BEYOND
PROPERTY BOUNDARY PROPERTY BOUNDARY
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 010
0.2 1.
0.3 2
0.3 2
0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.1 0.1 01 0.1 0.0 0.0 0.0 0.0` 0.0 00 0.0 00
1 0.1 0.1 0.1 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 00 0.0 00
1 0.1 0.1 0.2 0.3 0.5 0.5 0.4 0.5 0.4 0.3 0.3 0.1 0.0 0.0 0.0 0.0 010 0.0 010
2 0.2 0.3 0.4 0.5 0.8 0.8 0.7 1.0 1.0 0.8 0.6 0.1 0.1 0.0 0.0 0.0 00 0.0 0
4 0.5 - 0.5 0.7_ 0.8 1.2 1.4 1.4 2.3 2.3 1.9 1.2 0.2 0.1 0.0 0.0 0.0 010 0.0 0q0
I
8 1.1 1.2 1.3 1.2 1.6 1.9 1.7 3.3 4.0 X 3.2 1.7 0.2 0.1 0.0 0.0 0.0 00 0.0 0
A
STATISTICS
0
U.
0
Description Avg
Max Min Max /Min
Avg /Min
ENTIRE SITE 0.6 fc
4.0 fc 0.0 fc N / A
N / A
PAVED AREA 1.2 fc
4.0 fc 0.0 fc N / A
N / A
5 2.5 2.7 2.7 1.6 2.1 2.1 1.9 3.3 3.6' 3.0 1.7 0.3 0.1 0.0 0.0 0.0 0 0.0 0.
NOTES:
2 3M. 3.9 3.1 1.8 2.3 2.2 1.7 ' 2.3 2.2 1.8 1.3 0.3 0.1 0.0 0.0 0 0p 0. 0 0.P 1. UNIFORMITY RATIOS ARE NOT ABLE TO BE CALCULATED WHEN
ZERO VALUES EXIST IN CALCULATION PLAN.
0 3.2 3.4 3.4 19 2.3 2.2 1.8 2.1 2.2 2.0 1.4 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.
2. LUMINAIRE DIRT DEPRECIATION (LDD) CALCULATED WITH A
VALUE OF 0.9.
0.3 2.0 3.3 3.6 3.6 1.8
Oo A
0.3 2 .1 3.7 3.9 3.2 1.6
0.2 1.5 2.3 2.5 2.5 1.3
2.3 2.3 1.8 2.8 3.3 3.2
0 0 A
2.1 2.0 1.7 2.8 3.5 3.5
2.0 1.8 1.5 2.1 2.2 2.1
1.6 1.4 1.0 0.9 1.0 0.9
2.2 0.5 0.1 0.1 0.0 0.0 0.10 0.0 0.�
2.4 0.5 0.1 0.0 0.0 0.0 0. a 0.0 0.
1.5 0.5 =0.1 0.1 0.0 0.0 0. a 0.0 0.
1 1
0.7 0.2 0.1 0.0 0.0 0.0 Of 0.0 0.r
0.1 0.7 1.1 1.3 1.3, 0.8 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.7 0.9 1.1 1.1 0.8 1.0 0.9. 0.6 0.5 0.4 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.13 0.0 0.
0.0 0.3 .,,� 0.4 0.5 0.6 0.4 0.4 0.4 0.3 0.10.1 0.0 0,0 00 0.1 - _ -0.5_ 05 0 6- A5 0.4 _ A3- _0.2 --A2- .0.2 01 U aA -0.0 - 0,0 0.0 0.
0.2 0.2 0.2 0.1 0.0
0.0 0.1 0.2 0.2 0.2 0;2 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
0.0 0.1 0. 1 0.1 0.1.... 0:1
I
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_I q
0.0 0.0 I 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.5 0.9 0.9 0.7 0.7 0.9 1.1 1.3 1.4 2.0 1.8 11 0.1 0.1 0.0 0.0 0.0 E.0 0.0 e 0
I � A
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0.1 0.4 1.1 1.4 1.4 0.9 0.9 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.7 1.1 1.3 1.2 1.1 1.2 1.0 0.8 0.6 0.6 0.5 0.4 0.1 0.0 0.0 0.0 00 0 0.0 00
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0.0 0.1 0.1 0.2 0.2 0.2 0.3 - 0.2 0.1 0.1 _ 0.0 0.0 _ 0.0 0.0 0.0 - 0.1 0.1 _ 0_2 0.2 U _ 0.4 0.3 _ 0.2 0.1 U _ Al 0 0 - 0..0 0.0 0.0 - 0,0 --®,0 _. 0 00 00
I _
HORIZONTAL ILLUMINANCE PLAN
SCALE: 1'= 20' -0'
VERTICAL ILLUMINANCE PLAN
scan: , ._ 20 ._ e .
2. LUMINAIRE DIRT DEPRECIATION (LDD) CALCULATED WITH A
VALUE OF 0.9.
l
YI
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ENTIRE SITE 0.2 fc
2.2 fc 0.0 fc N / A
cc cc
W
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a
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DRAWN BY
M. BRADLEY
CHECKED BY
B. BRADLEY
DESIGNED BY
M. BRADLEY
JOB N0. I DATE
07 -121 8 -30 -07
SHEET NO.
PH =1
STATISTICS
Description Avg
Max Min Max /Min
Avg /Min
ENTIRE SITE 0.2 fc
2.2 fc 0.0 fc N / A
N / A
PAVED AREA 0.4 fc
2.2 fc 0.0 fc N / A
N / A
NOTES:
0.0 0.0 1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.1 0.8 1.2 1.4 _ 1.1 1.0 1.0 0.7 0.5 0.5 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 q.0 0 �0 1. UNIFORMITY RATIOS ARE NOT ABLE TO BE CALCULATED WHEN
A ZERO VALUES EXIST IN CALCULATION PLAN.
0.0 0.0 0.0
0.0 0.0 0.0
0.0 00 0.0
0.0 0.0 0.0
0.0 0.0 0.0
0.0 0.0 0.0
,s
z,
0.0
0.0
0.0
0.0
0.0
20 FEET BEYOND
PROPERTY BOUNDARY PROPERTY BOUNDARY
0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.L 0.1 0.L -0.0 0.0 - 0..0.. 0 0 0.0_ -0.0 A 0 - ..0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0
0.0
00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 P.O
_ - - 0 - @ - 0.0 0.0 0.0 0.0 0.0 .0 0.0 .0
0.0 0:0 0.0 0.f4. @.@ 0.@ 0.0 0.0 0.@ 0.0 ` @.@ 0:0 0.0 0.0 0.0 0.0 0.0 00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
i I
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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 @ 0.0 .0
0.0 0.0 0.0 _0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �.0 0.0 q.0
0.0 0.0 L 0.1 1.2 1.8 1.7 0.6 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 X 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 .0
A
0.0 01 0.1 1.1 1.6 1.5 0.9 0.9 0.5 0.1 0.0` 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.7 1.6 1.9 1.4 0.4 0.1 0.0 0.0 0.0 0.0 .0 0.0 &0
0.0 0.1 0.2 0.6 0.8 0.8 0.7 0.7 0.5 0.2 0.0 10. 0 3 0.0 0.0 0.1 0.4 0.8 0.9 1.3 1.5 1.2 0.4 0.1 0.0 0.0 0.0 0.0 1.0 0.0 q.0
0.0 0.0 0.1 0.3 0.4 0.4 04 0.5 0.3 0.2 0.1 1.0 1.9 2.0 1.2 1.0 0.9 0.9 0.8 0.8 0.8 0.6 0.3 0.1 0.0 0.0 0.0 0.0 .0 0.0 .0
H N
ADDITIONAL EXTERIOR LIGHT
T CIRCUITS AS REQUIRED
�—o
EXTERIOR LIGHTING CONTROL DETAIL
SCALE: N,s
NOTES THIS DETAIL:
1. TIME CLOCK SHALL BE 120V TIMER, 365 DAY PROGRAMMABLE ASTRONOMIC
INTERMATIC CAT. NO. ET70115C OR EQUAL MOUNTED ADJACENT TO THE LIGHTING
RELAY.
2. LIGHTING RELAY SHALL BE 120V COIL, 30A CONTACTS, SQUARE D
CLASS 8903 TYPE (SIZE AS REQUIRED) OR EQUAL MOUNTED IN A GENERAL PURPOSE
ENCLOSURE.
3. PROGRAM ASTRONOMIC TIMESWITCH TO TURN PARKING LOT LIGHTS ON AT DUSK
AND OFF AT 11:00 PM AS REQUIRED BY CITY OF REXBURG DEVELOPMENT CODE
SECTION 4.14 –E (pp. 224)
FIXTURE POLE SEE
PLAN & FIXTURE SCHEDULE
GROUND POLE PER NEC
GROUT AROUND BASE PLATE
e
cD
e
m
I
C-4
v
HAND HOLE
FULL BASE COVER
45' CHAMFER
WITH BRUSHED SACK FINISH
w1116
ANCHOR BOLTS TIED
TO REBAR
AII 3/4" PVC CONDUIT
CONDUCTORS AS SHOWN
ON PLAN
ROUND CONCRETE BASE
4 #4 VERTICAL REBARS
W/ #4 HOOP TIES
AT 24" OC
CONCRETE BASE BY
ELECTRICAL CONTRACTOR
:,•':
d
.k
2' -0"
POLE BASE DETAIL
SCALE: 1/2" = 1' -0"
a
m
I
i�
N
LUMINAIRE A
SCALE: 1/2" = 1' -0"
LIGHT FIXTURE TYPE A
FLAT LENS CUTOFF TYPE
SEE FIXTURE SCHEDULE
20 FOOT TALL, 4 INCH
STRAIGHT SQUARE STEEL
DARK BRONZE FINISH
LITHONIA: SSS -20 -4C
OR EQUAL
UNDISTURBED EARTH
I
N
N
MOUTNING DETAIL
a
a
X
O
CK
r1
Q
LUMINAIRE SCHEDULE
Symbol Label Qty Catalog Number Description Lamp File Lumens LLD Watts
A 6 KAD- 150S– R4– TB –SPDO4 DIECAST TYPE IV, ONE 150 –WATT CLEAR
SHORT, CUTOFF ET -23.5 HIGH 91120401.IES 16000 0.68 189
LUMINAIRE PRESSURE SODIUM,
HORIZONTAL POSITION.
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irillmir,rt:-rn.
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nh irlI I I 44''
ph I n +Lcon F"
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MANUFACTURER DATA
SCALE: NR
Installed
0
LPI
Lampindirded
ULP
Less lamp
SF
7'.' _47 �r : T(j
DF
IIKII.11efuse 08 24ri deco':n Tian
PER
HE`,4 t, - ist lock rerepti I my in phnD - mtnc11
QRS
Otiart restllkx yystewi 1- nfa I_'h, l anap not
w gaN
stubs IrJ!'
PD
P. { er tray'
WTB
T unmA bltrcO
EC
hrefgell(y 01cuit
S(WA
Super A'r" IIuISe Start I ).rlld',t �;n :n HPS 11.) I 711
'd
17 1 , ih
(SA
S c rtifi�- I
NOM
W144 (emfi d t� usult tut:rrr'�
r�Jr pn �nnl.;ihir
nn.il aloe Ivp ; =i
.AIIIr t,r rt I
PEI
HENS t Ast bock; PE
PE3
NENI' ir tsi lock PE i'47
PE4
NEMA rut lock PE (4M :
PU
10 a , SI lock PE Q
SIC
h )rti nl cap for PH option
NS
1101.1eAeshieldiRi,F R3, 'A3i
KADVG
, aadal guard fit K" D
KAM
rreruird f i FAH
KAM
amid rpard t r KA%
KAM
ere Iu ,rd f K .(
KADWI3A
, Al l rach2t fqx KAD"
Conactent with L.EED• gaah
S Qreon Qio6es"atharia
S113tMIME for light poliutlon reduction
FRIENDLY , I r hw ; K'I , r , n 1 <f-
E
n
Mi
p I
O
N
M
A
O +
a'
E
!
a
0
0
0
0
CL
I
0.1
1111
CO) .3 L a N
0
120
0
CD
O
air
a
co
w
O
SPD04
N
W
d
U
00
.-a O N
00
CV N
w gaN
Na Cd
~
u.
Q CV W
GO ,
00 cD
C)
O
2
1505
'd
<h.arp cutoff
oWc
O C
U
�
UJ
V = m
bn
480
3�W
=LL.
Metal halide
Z ��
bn
TB'
r
W
L
SR2
Typr II a.y minetric
'44ved separatdy
150M
Z
T vl) III isvimie1w
KMA
a,t arm adapter
Il n
R.
it 1H ': ,
E*yS _
KTMB
II
200m
sharp .utuff
DAD12P
I
0.1
1111
CO) .3 L a N
DRAWN BY
M. BRADLEY
CHECKED BY
B. BRADLEY
DESIGNED BY
M. BRADLEY
JOB N0. I DATE
07 -121 8 -30 -07
SHEf ET NO.
Arm - Mounted Drop or Flat Lens Cutoff
K IJ
Intenders Use
Foi parking arYas, stret't Iiclhtintj, walkways and
car I ots.
F�atureS
Housing — Rugged, dig -- east, soft - corne( alcrrrai-
' to ur" nun) housinc �, 4.1�" non'tin<al vgall thickness.
Extruded 4" soft (caner Farm for pol or all
1110r_rntinc4 is standard.
Door Ffanae — KAD die -cast does frame has un-
pa "ct- resistant. terripen 4 glass lens which is fully
lasketerl '4•, one -piece bonded silicone. KAC
die -cast alrrn)inunnr door frame has prismatic.. Ini-
pac.t- resistant tempered rlla drol.r dish acivlic
Ions or drop dish polycarbonate lens. Door frarne
Is fully ,basket d ,,m -ith one -piece silicone.
Optics — KAD reflectors are anodized hydio-
forme ^d or segmented alunainurn. Four cutoff dis-
tribcitrons available: R2 road aya, R3 4asyrnmet-
v, a Iiciht diffus4ncl prlsnaatic lens_
Ela-ctric'al — Ballast is high- reactan(e, high p v, lr
factor r,70 150V! HPS,I00M and 1—W or high
p ower b(tor cC)nSt int-1�,`att3�e <alrtr Ir�3f1sfC5rrTleY
' 17S
- 400,"' M3H and HPSI. Ballast is s_opper ound
and 100QQ factor; tested.
Finish — Dark bronze cornasiorn resi polyes-
ver poc finish {DDB , with other architectural
colors available.
Socket — Porcelain, houzont,ally ;positioiO on-
ented n)agtll -b:aSC- socket (100cl -and ISfIM are
rnec: sum -base] with capper alloy, wckel-plated
scree shell and center contact, UL Listed
1 C OVV- 60K 4KV pulse rated.
Listings
UL Listed (standard). (SA Certified r r NOM Certi-
fied ;see Optio KAD UL Listed tor '.vet Iota-
tions.IP65 Rated
rio. R4 (forward throw RS (syrrimetric).
High- perfcfrrtaance, segmented reflectors are 10-
tatable and field- interchanclable. KAC reflector
IS okatic rl- cluahty alumintrrn that j,v +orks in tandem
Orderincl Information Example: KAD 400M R3 120 SPD09 LPI
`cones r` attach [:fistributl_n `roltq' f,' Anting Opts n,'acce-ssorie
KAD High pr ,tire sodium
120
Included
x
R2
W
O
SPD04
-I sclu,rre pole aim tstd.'i°
1005
03p
zCC
240'
= a Q
~
u.
ca
=z
277
OR —
CO)
O
2
1505
3 t'
<h.arp cutoff
oWc
O C
LU
r
UJ
V = m
p
480
3�W
=LL.
Metal halide
Z ��
CO)
TB'
INBD09
W
100M
SR2
Typr II a.y minetric
'44ved separatdy
150M
Z
T vl) III isvimie1w
KMA
a,t arm adapter
175m
SR45C
Tyl IV f r: and thi? r :
IIIi
KTMB
DRAWN BY
M. BRADLEY
CHECKED BY
B. BRADLEY
DESIGNED BY
M. BRADLEY
JOB N0. I DATE
07 -121 8 -30 -07
SHEf ET NO.
Arm - Mounted Drop or Flat Lens Cutoff
K IJ
Intenders Use
Foi parking arYas, stret't Iiclhtintj, walkways and
car I ots.
F�atureS
Housing — Rugged, dig -- east, soft - corne( alcrrrai-
' to ur" nun) housinc �, 4.1�" non'tin<al vgall thickness.
Extruded 4" soft (caner Farm for pol or all
1110r_rntinc4 is standard.
Door Ffanae — KAD die -cast does frame has un-
pa "ct- resistant. terripen 4 glass lens which is fully
lasketerl '4•, one -piece bonded silicone. KAC
die -cast alrrn)inunnr door frame has prismatic.. Ini-
pac.t- resistant tempered rlla drol.r dish acivlic
Ions or drop dish polycarbonate lens. Door frarne
Is fully ,basket d ,,m -ith one -piece silicone.
Optics — KAD reflectors are anodized hydio-
forme ^d or segmented alunainurn. Four cutoff dis-
tribcitrons available: R2 road aya, R3 4asyrnmet-
v, a Iiciht diffus4ncl prlsnaatic lens_
Ela-ctric'al — Ballast is high- reactan(e, high p v, lr
factor r,70 150V! HPS,I00M and 1—W or high
p ower b(tor cC)nSt int-1�,`att3�e <alrtr Ir�3f1sfC5rrTleY
' 17S
- 400,"' M3H and HPSI. Ballast is s_opper ound
and 100QQ factor; tested.
Finish — Dark bronze cornasiorn resi polyes-
ver poc finish {DDB , with other architectural
colors available.
Socket — Porcelain, houzont,ally ;positioiO on-
ented n)agtll -b:aSC- socket (100cl -and ISfIM are
rnec: sum -base] with capper alloy, wckel-plated
scree shell and center contact, UL Listed
1 C OVV- 60K 4KV pulse rated.
Listings
UL Listed (standard). (SA Certified r r NOM Certi-
fied ;see Optio KAD UL Listed tor '.vet Iota-
tions.IP65 Rated
rio. R4 (forward throw RS (syrrimetric).
High- perfcfrrtaance, segmented reflectors are 10-
tatable and field- interchanclable. KAC reflector
IS okatic rl- cluahty alumintrrn that j,v +orks in tandem
Orderincl Information Example: KAD 400M R3 120 SPD09 LPI
`cones r` attach [:fistributl_n `roltq' f,' Anting Opts n,'acce-ssorie
KAD High pr ,tire sodium
PA's — stmdar I r4lr4 - ,t
120
Included
KAC 705
R2
Tul II n r_lv 'ay
208'
SPD04
-I sclu,rre pole aim tstd.'i°
1005
R3
Type III
240'
SPD09
4" square pole arm
1505
R4
T,'i IV t r,vmd thi_
277
RPD04
4" rOLtnd pc,le arms
1505
<h.arp cutoff
347
RPD09
H" rani pole urn's
400S
ESS
T,, da,are
480
WBDO4
4 all hrrdet
Metal halide
EaP hide
oerfanarance iefle(tor
TB'
INBD09
r ' %'111 Nader
100M
SR2
Typr II a.y minetric
'44ved separatdy
150M
SR3
T vl) III isvimie1w
KMA
a,t arm adapter
175m
SR45C
Tyl IV f r: and thi? r :
KTMB
T_,m mounting bar
o
200m
sharp .utuff
DAD12P
Dear = arm , v le�
250W
K,-t — etisnsati lens
DAD12WB
I eqr t arm , all`s
320M ,I'
FP
flat 'T
350M
DPA
hop act li.
400101"
DPP
Drip pcl,�rrbcnare
LIUM I IINU WIN IAU I UK
EXISTING DRI\
APPROACH
PROPERTY OR R/W LINE
CONTOUR LINE
EXIST STORM DRAIN LINE
EXIST WATER LINE
EXIST GAS LINE
EXIST TELEPHONE CABLE
EXIST ELECTRIC LINE
EXIST MANHOLE
PROPOSED CURB AND GUTTER
PROPOSED SIDEWALK
PROPOSED CATCH BASIN
POLE & ANCHOR
STRUCTURE
EXIST CURB & GUTTER
EXIST SIDEWALK
SIGN
CONTROL POINT
IDAHO STANDARD FOR
PUBLIC WORKS (ISPWC) -
2000 EDITION STANDARD
DRAWING NUMBER
%mil
h
CPI
SD - XXX
ABBREVIATIONS
FF
FINISHED FLOOR ELEVATION
TBC
TOP BACK OF CURB
FL
FLOW LINE
TA
TOP OF ASPHALT
TC
TOP OF CONCRETE
TO
TOP OF GRADE
SO
STORM DRAIN
EXIST
EXISTING
W
WATER
S
SEWER
PE
POLYETHYLENE
DESIGN CRITERIA
LAND USE
DRAINAGE (*YEAR EVENT)
AREA
SQUARE
FOOTAGE
ACREAGE
PERCENT
OF TOTAL
RUNOFF
COEFFICIENT
RAINFALL
DEPTH
(INCHES)
VOLU�"AE
CU FT
RAINFALL
INTENSITY
(IN /HR)
PEAK FLOW
(CFS)
TOTAL
43015
0.99
100
0.71
2.3
5857
14
2.39
TOTAL BUILDING
3597
0.08
8.4
0.92
2.3
634
2. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR
TOTAL IMPERVIOUS
27662
0.64
64.3
0.90
2.3
4772
TOTAL LANDSCAPED
11756
0.27 1
27.3
0.20
2.3
451
* 50 -YEAR FOR VOLUME CALCULATION, 10 -YEAR FOR
PEAK FLOW CALCULATION. PEAK FLOW BASED ON
COMPOSITE C =0.71.
CONSTRUCTION NOTES:
1. DIMENSIONS TO /OR COORDINATES FOR MANHOLES,
PIPELINES, ETC, ARE TO CENTERLINE UNLESS
v
N
OTHERWISE NOTED.
2. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR
c
z
jZ
3
PIPE INVERT UNLESS OTHERWISE NOTED.
3. ALL STORM DRAIN LINES ARE TO BE LOCATED AS
0
SHOWN ON THE PLANS UNLESS RELOCATED IN THE
O
FIELD BY THE OWNER TO AVOID UNFORESEEN
o
I
UTILITY INTERFERENCE.
a,
V)
Z
s
O
4. THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL
N
I (n
SEPARATION DISTANCE BETWEEN ALL EXISTING
o
>
WATER LINES AND NEW SEWER LINES EXCEPT
w
WHERE WATER AND SEWER LINES CROSS AT
APPROXIMATELY RIGHT ANGLES, WHERE A MINIMUM
OF 1.5 FEET VERTICAL SEPARATION SHALL BE
o
z
MAINTAINED.
5. GENERAL LOCATION OF UTILITIES ARE SHOWN ON
THE PLANS. THEY ARE TO BE USED FOR GENERAL
INFORMATION ONLY AND DO NOT DESIGNATE EXACT
I- O
UTILITY LOCATION. UTILITIES SHOWN ARE NOT
V v
N
INCLUSIVE OF ALL UTILITIES THAT EXIST. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY
� Z wm
THE APPROPRIATE UTILITY COMPANIES WHEN
(� p
CONSTRUCTION MIGHT INTERFERE WITH NORMAL
OPERATIONS OF ANY UTILITIES, IT SHALL ALSO BE
fly Ijl NI
THE CONTRACTORS RESPONSIBILITY TO HAVE THE
�•! I� = ao
APPROPRIATE UTILITY COMPANY FIELD LOCATE ANY
UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED
U
BY CONSTRUCTION PRIOR TO BEGINNING WORK IN
O
THAT AREA. THE CONTRACTOR SHALL BE
O O Z
RESPONSIBLE FOR MAINTAINING SERVICE OF
EXISTING UTILITIES AND FOR RESTORING ANY
m
LL Q In x
UTILITIES DAMAGED DUE TO CONSTRUCTION.
6. MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND
IIIIII III
EXISTING UTILITIES AND STRUCTURES (EXCEPT
WATER LINES) SHALL BE TWO FEET HORIZONTALLY.
7. MINIMUM DEPTH OF COVER FOR STORMDRAIN LINES
UNLESS OTHERWISE SHOWN ON THE PLANS SHALL
BE TWO (2) FEET.
B. PIPE MATERIAL FOR THIS PROJECT SHALL BE:
SEWER GRAVITY LINE - ASTM D3034
>- O
SDR 35 PVC
Q Fz Z
WATERLINE - C -900 CLASS 150 PVC
Z O v o
0 - D
PIPE
STORM DRAIN - HOPE
CC
27 I— O O
U
O
9. CONTRACTOR SHALL PROVIDE ANY GROUNDWATER
Z Z x
DEWATERING NECESSARY TO CONSTRUCT THIS
1L O
PROJECT.
U
a
w
SD -301 TYPICAL TRENCH DETAIL PER ISPWC
STANDARD DRAWING.
c
SD -701 INSTALL CURB AND GUTTER PER
o
a
ISPWC STANDARD DRAWING.
SD -701A INSTALL 6" VERTICAL CURB, NO
m
GUTTER, PER ISPWC STANDARD
m
DRAWING.
V
W+
vi
3
N
z
w
SD -704 INSTALL CURB AND GUTTER TYPE II
(ROLL GUTTER) PER ISPWC STANDARD
DRAWING.
SD -709 INSTALL SIDEWALK PER ISPWC
a
STANDARD DRAWING
SD -601 INSTALL CATCH BASIN PER ISPWC
STANDARD DRAWING WITH
') SD -610 STANDARD GRATE.
[n
t
-603 INSTALL CATCH BASIN PER ISPWC
STANDARD DRAWING WITH
STANDARD GRATE.
SD -610
V
I( RELOCATE TRAFFIC SIGN BEHIND NEW SIDEWALK,
ti
COORDINATE WITH IDAHO TRANSPORTATION
DEPARTMENT IN RIGBY.
i
Q MATCH TOP OF ASPHALT AND MATCH TOP
'y
BACK OF CURB WITH BACK OF WALK.
TRANSITION INTO FULL CURB AND GUTTER.
O MATCH TOP OF ASPHALT WITH BACK OF ROLL
U
GUTTER AND MATCH TOP BACK OF CURB WITH
BACK OF ROLL CUTTER THEN TRANSITION INTO
FULL CURB AND GUTTER.
Q
( 4 ) MATCH EXISTING TOP OF CONCRETE.
Q Z
5 EXTEND EXISTING DRIVEWAY APPROACH 7 FEET
O J
TO SOUTH.
Q (y
O EXTEND SIDEWALK TO BACK OF EXISTING
U
DRIVEWAY APPROACH FOR LAST ROUNDUP
ANTIQUES.
O CONCRETE ISLAND FOR VACUUM EQUIPMENT
0
SHALL BE DESIGNED AND LOCATED BY OTHERS.
U
O S EQUIPMENT PAD AND DUMPSTER ENCLOSURE TO
BE DESIGNED AND INSTALLED BY OTHERS.
U
WARNING
LINE IS 2 INCHES _
w
r- AT FULL SIZE
y z
':? PROPOSED FIRE HYDRANT
20' 10' 0 20'
SCALE = 1" = 20'
EAST 7TH NORTH ST
UTILITY PLAN
SCALE: 1" =20'
CONSTRUCTION NOTES o
0
1. DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, v N
PIPELINES, ETC., ARE TO CENTERLINE UNLESS
OTHERWISE NOTED. w 1 Z
m �
2. ELEVATIONS SHOWN ARE TO FINISHED SURFACE
OR PIPE INVERT UNLESS OTHERWISE NOTED. Ip
p
3. GENERAL LOCATION OF UTILITIES ARE SHOWN ON z r
THE PLANS, THEY ARE TO BE USED FOR In
GENERAL INFORMATION ONLY AND DO NOT Z
DESIGNATE EXACT UTILITY LOCATION. UTILITIES p
SHOWN ARE NOT INCLUSIVE OF ALL UTILITIES w vI
THAT EXIST. IT IS THE RESPONSIBILITY OF THE ° w
CONTRACTOR TO NOTIFY THE APPROPRIATE
UTILITY COMPANIES WHEN CONSTRUCTION MIGHT
INTERFERE WITH NORMAL OPERATION OF ANY
UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S
RESPONSIBILITY TO HAVE THE APPROPRIATE o
UTILITY COMPANY FIELD - LOCATE ANY UTILITY
INSTALLATIONS WHICH MIGHT BE AFFECTED BY
CONSTRUCTION PRIOR TO BEGINNING WORK IN
THAT AREA. THE CONTRACTOR SHALL BE F d0
RESPONSIBLE FOR MAINTAINING SERVICE OF Z U Q t
EXISTING UTILITIES AND FOR RESTORING ANY W z W W
UTILITIES DAMAGED DUE TO CONSTRUCTION. ((yy
4. ALL UTILITY LINES ARE TO BE LOCATED AS Z O
SHOWN ON THE PLANS UNLESS RELOCATED IN ltd W N =
THE FIELD BY THE ENGINEER TO AVOID V Q
UNFORESEEN UTILITY INTERFERENCE.
5. THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL Q� U O
SEPARATION DISTANCE BETWEEN ALL EXISTING O O Z m
WATER LINES AND NEW SEWER LINES EXCEPT
WHERE WATER AND SEWER LINES CROSS AT u Q OLo X
APPROXIMATELY RIGHT ANGLES, WHERE A MINIMUM
OF 1.5 FEET OF VERTICAL SEPARATION SHALL BE VIII' III
MAINTAINED.
6. MINIMUM CLEARANCE BETWEEN NEW PIPELINES
AND EXISTING UTILITIES AND STRUCTURES (EXCEPT
WATER LINES) SHALL BE TWO FEET HORIZONTALLY.
7. MINIMUM DEPTH OF COVER FOR WATER AND
SEWER LINES UNLESS OTHERWISE SHOWN ON THE
PLANS SHALL BE FIVE (5) FEET.
Z
B. PIPE MATERIAL FOR THIS PROJECT SHALL BE: >- O
GRAVITY SEWER- ASTM D3034 SDR 35 PVC PIPE Q Z
B" THROUGH 10" WATER LINE- C -900 CLASS 150 Z O U p
PVC PIPE OR HOPE PIPE E O �O
f-
9. CONTRACTOR SHALL PROVIDE ANY GROUNDWATER w z V w
DEWATERING TO CONSTRUCT THIS PROJECT. 0:: 0_
U
10 CONNECT NEW 10" SANITARY SEWER LINE TO
EXISTING 10" SEWER LINE. CONTRACTOR TO y
VERIFY LOCATION AND INVERT OF EXISTING w o
LATERAL AND NOTIFY ENGINEER IF DIFFERENT
THAN THAT SHOWN ON PLANS. a
CONNECT NEW 12" WATER LINE TO EXISTING
11 0 , G
WATER LINE,
m
12 CONNECT TO WATER SERVICE LINE, SEE
w Y W
MECHANICAL SHEETS FOR LOCATION.
a a �
13 GREASE TRAP AND SEDIMENT SEPARATOR TO BE °
SIZED BY OTHERS.
14 EXISTING FIRE HYDRANT 290 FEET SOUTH OF
SOUTH WEST PROPERTY CONER (SOUTH OF 7TH
NORTH ST) AND 170 FEET SOUTH WEST OF SOUTH
WEST PROPERTY CORNER, (WEST SIDE OF NORTH
2ND EAST).
S 15 CONTACTOR TO INSTALL A 2" MIN DIAMETER VENT
FROM TEST MANHOLE TO INSIDE WALL OF
MECHANICAL ROOM.
TYPICAL TRENCH DETAIL PER ISPWC
SD -301 STANDARD DRAWNG.
SD -402 INTSALL 1 -1/2" WATER SERVICE METER
PER ISPWC STANDARD DRAWING,
SD -403 THRUST BLOCK AND ANCHOR DETAILS
PER ISPWC STANDARD DRAWING.
SD -407 NON - POTABLE WATER LINE SEPERATION
PER ISPWC STANDARD DRAWING.
SD -501 INSTALL SEWER MANHOLE PER ISPWC
STANDARD DRAWING.
KED TERMINATE SEWER LINE PER ISPWC
STANDARD DRAWING.
WARNING
LINE IS 2 INCHES
AT FULL SIZE
ti
h
n
V
6
0
z iv
I& RDYAL
BUILDING
SYSTEMS
FINISN�D CDNCRE f£ FONMS
GENERAL NOTES
OM 1 HAVEBEF
MPONENTS FOR THE UN'.
ORDERED BT TF1E CLIEN"! V
T£CFAIOLOGIES, A DIVISION
('ROYAL}
T1Ec APPIi(ADLE BUILDING CODES ANO ALITHDRHILS
4. TtF. CI IFA'T 1 VENT \AiE ASSUMES RESPONSIBIUT' TO kETAIN A
PROFESSIONAL ENGINEER TO PERFORM Tiff STRUCTURAL DESIGNOF
FRO TFE COMPONF_NTS ANO THE SYSTEM FOR i}E SPECIP,C UNI'. TFE
L:—A GIONAL ENGINEER SHALL BE SKILLED IN SIKH DESIGNS AND
LICENSED TO PRACTICE UNDER THE APPROPRIATE LEGISLATION. THE
STRUCTURAL DDAW
SEAL NO PRO FESSIO N -ENGi . MUST BEAR
THE Al1TFIORIZEO SEAL OF FESSIOAL ENGINESP..
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO AIL' IS
PROTECTED BY COPYRIGHT OF ROYAL BUILDING
AL TECHNUI.OGiES
A DIVISION OF GANDA PRODUCT
BUILDING S Im-
..A S�vLLL N:!T BE
COPIED, DISCLOSED TO OTHERS OR USED FOR ANY VURPOSE OTHER
THAN RUT FOR WHICH IT IS GIVEN WITHOUT THE WFITEN PERM -SS'ON
OF ROYAL
CDpyngN o 111 DI by Royal Build,g TehmTl —%
X i SUBMITTAL DATP APPROVED BY INITI4!_
_i I APPROVED
❑ iAPPROVED AS NOTED
El REVISE AND RESUBMIT
i I
— -1
I
J1,— RIVII EDASREOUESTED -FOR -
MAT17,NO ISSUEDFORAPPROVAL
NO. DATE DESCRIPTION — —�
ISSUE OR NEVISION
�-I T SCAL REPY DISCREPANCIES TO RO:'AL BUILDING TT_UNiLOGIE.S 1
ENGINES
i
PREtv11ERE CAR WASH SYSTEt4 ^.S T
1496 SOUTH 900 WEST
SAI_i LAKE CITY
UT 64115
6 BAYS CAR WASH
WI EOIJIPMENT ROOM
]90 NORTH 2ntl CAST
RE %BURG. IU 8:1440
ISOMETRIC
Roval Building Technologies
—54520.10, . F.,SUS652. Y1 - - -1 Fm 1117.747515:
TE goo
E
I –at
0 7
REAR
PLEASE
CONFlRM SWING
a�
R�1 n�T I�� .Srz 1r
neOT n9�a1 re , ,
— I' > �'' R.jpT wa7eT H>�TUSAn N''Wduti It >'OBT arAn rz.xjT
ITT uerofT , +
I"4!1 I,'e"jT
Isd�I I n+;�T F6a'�1
SELF SERVE SELF SERVE _,&
BAY #3 SELF #2 SELF SERVE RV
BAY #1 EQUIPMENT 0AV ROOM SAY #2 POO
BAY #1
H >a�1 150' : +s �1 HNy 4 Os'S0T
FBT I,5'aq�T 14T
LEFT
g�
RIGHT
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(1.YAL
N—FARINGTUE —NIGS ROYAL HASRELLE. UPON INF—ATION
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THE C -- ASSUMES RESPONSIBILITY FO --A—
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4 TU CLIENT / VENTURE ASSUMES NESIP-181L11 TO RETAIN A
PRO ENGINEER TO 11— THE — OFFIG- OF
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— CTURAL DRAWINGS AND I ON RELATED —I— DUST BEAR
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Copyright tl zpor by Royal Building Tachlwlogios
❑ 07 MAY31,� REV ED AS R
IS IE-ESTED RE —ROVA,
U A, [� Y 11. -- WI—F-AU-1
DATE
NO A. FSGBIP1-
DP OR HEV 9pN
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REPORT �� -= 1-=;vTn
ENGINEER " I
PREMIERE CAR WASH SYSTEMS
1496 SOUTH 300 WEST
SALT LAKE CITY
UT84115 j
� i
GJECT
6 BAYS CAR WASH
WI EQUIPMENT ROOM
730 NORTH 2nd EAST
REXBURG, 10 834417
DRAWING TITLE'.
ELEVATIONS
Royal Building Technologies
F. -905 6S2 . D002 - 761 Frees — 71] . 9255
E#UIL Z-1— — — .ae .— —
DATE EST.— 1C -
DRAWI
VAY 17 I
S.— FS.UECT E-03
.TS I -
DUA ;-I BY I CHECKED - 3 7
11,
NO