HomeMy WebLinkAbout036-01 C-601 Site DetailsL.,
HO
FUTUR
OF
El
E S_____
SQ. FT.
135,197
HOVI IMPROVEMENT
WAREHOLSE-
U
X4 N12'
ONC P.7
POSJ(IYP.)
i f GRADE
8
0
Q
q
30"DIA.
io
m
6" MA. BARR /Ef? POST DELqA
380 /Syd Qc /QA HMA Base, 3" Thick
V 9" COMPACTED AGGREGATE BASE, Type "O' No 53
COMPACTED SUBGRADE (PER SPECS)
TEMPORARY' ACCESS DRIVE
1" ASPHALT SURFACE COAT
3"ASPHAL T BINDER
0' ABC COMPACTED STONE BASE
(COMPACTED TO 100X MODIFIED PROCTOR)
COMPACTED SUBGRADE (PER SPECS)
TACK COAT
H£A VYDUTYASPHAL T PAVING
SILICONE
SEALANT
1" WASH
CONC. FOOTING
CONSTRUCT/Of JOINT
6" I.D. STANDARD )HEIGHT
STEEL PIPE FILL WITH CONC
PAINTED W/2 COATS
ALIPHATIC POLYURETHANE
COATING. (COLOR TO BE
SELECTED)
PLAN VIEW
XPANS /ON JOINTS 0 160' 0.C.
CWCREIF PAVING
2' LONG J4'D /A. SMOOTH DOWEL
0 15' O. PAINTED AND GREASED
_20=0".
SAW J O/ N T S AT 16=8" O. a,
SAW JOINTS SAME DAY AS POUR
6' CONC. CURB
SEE DETAIL
HAND /CAP RAMP DETAIL
NTS
8' HEAVY DUTY
ONCRETE PAVEMENT
E X P A I S 0 N J O I N T S A T
50 -0 0.G
SUB -GRADE TO BE COMPACTED
TO 100XMAX. DRY DENSITY TO
A DEPTH OF18'.
4' -17' 5' -0* CONC. CURB
SEE DETAIL
ELEVATION VIEW
SUB -GRADE TO BE COMPACTED
TO 100XMAX. DRY DENSITY TO
.f....
A DEPTH OF 18 T
CONCRETE WALK
2"ASPHAL T BINDER
NOTE:
PROVIDE EXPANSION JO /NT WHERE CONC. PAVEMENT
AND CURB AND GUTTER MEET OR CONSTRUCT MONOLITHIC
CURB AND GUTTER WITH CONCRETE PAVEMENT.
SILICONE
CONCRETE PA VING JOINT DETA /45
8' -8' CONC. SIDEWALK (SEE PLAN)
4' -6" CONC. SIDEWALK (SEE PLAN)
TOOLED CONTROL JTS.
1 /8" H WIDE, MIN. 1"
SLOPE 1 /4` /FT,
COMPACTED SUBSOIL- i
GRANULAR BACKFILL
1" ASPHALT SURFACE COAT
COMBINATION CONCRETE
CURB SIDEWALK DETAIL
6 "ABC COMPACTED STONE BASE
(COMPACTED TO 100X MOD /FED PROCTOR)
COMPACTED SUBGRADE (PER SPECS)
TACK COAT
STANDARD ASPHAL T PAVING
SILICONE
SEALANT
SA W JOINT
EXPANSION JOINT
4 CONC. SLAB
SEE DETAIL
1 1/2' RADIUS
PVMT.
s tC
_COMPACTED
SUBSOIL
NTS
2'LONG 3 /4`D /A. SMOOTH DOWEL
.15" O. C. PAINTED AND GREASED
PREMOLDED JOINT PI R
R
TYPICAL CONCRETE
TURNDOWN
5 MIN. FLAT AREA
LEGEND AND BORDER GREEN
WHITE SYMBOL ON BLUE BACKA MOUND
BACKGROUND Iff!!TE
TYPICAL AT ALL HANDICAP SPACES
1 7 r -71T_ 11717" 2-
8
N/S SIGN TYPICAL A T ALL
"VAN ACCESSIBLE"
PARKING ,SPACES
PENALTYS/GV Y4111
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
3 LBBNS POST
4'D /A. STEEL PIPE BC/BOLLARD
PAINTED OSHA YELLOW
FILLED MU CONCRETE"
000 PSI
CONCRETE
ONE AT EACH HANDICAP SPACE
WHERE HANDICAP SPACES FALSE EACH OTHER WITHOUT WALKWA
THERE SS<1ALL BE ONE POST still SIGNS MOUNTED 80711 SIDES
j
NOTE: ASPHALT TURNDOWN
TO OCCUR ANYWHERE
ASPHALT MEETS SLAB.
ASPHALT TURNDOWN
TYPICAL CONCRETE r-- SILICONE SEALANT
TURNDOWN
PREMOLDED JO /NT FILLER
NOTE. CONCRETE TURNDOWN
TO OCCUR ANYWHERE
CONCRETE' MEETS SCAB
CONCRETE' TURNDOWN
SURFACE COAT
NNDER COURSE
I "RADIUS
3/4' (REVFRSiE SLOPE WEN GRADE
\SLOPE
ALLSAWAYMat CURB)
2 =0'
PV 21ND/CA 7ES REVERSE OLI 7E74 SLOPE
CONCRETE
24" QOIICRCTE CURB A. GUTTER DETAIL
4
4
ABC COMPACTED STONE BASE
(COMPACTED TO 100X MODIFIED PROCTOR)
9' -C'
PLAN
S ON
Co
io
FOOTER
RICK FACE
FOUNDATION
STONE CAF'
#4 REBAR 0
4cf O.C. GROUT
CORE FULL
BRICK VENEER
1/2" AIR SPACE
HORIZ. BLK. REINF.
0 EVERY 2ND COURSE
4' REINF. CONC. SLAB
X/ F1BERMESH REINF.
1/2" PREFORMED
EXP. a.
PAVEMENT
COMPACTED
SUBGRADE PER SPECS
12 CONC, BLK,
CONC. FOOTING
2) #5 REBAR
CUNT.
BRICK CART RETURN DETA /4
Co
N
CD
Cl
0
00
0
4 X4'\'12'
LONG P, T.
POST (TYP)
PLAN
ELEVATION
8" GONG.
to
3' 7 9/18'
MIN.
SECTION A—A
4
NOTE:
CONTRACTOR 70 FURNISH AND INSTALL SIGN WHEN
GRADING COMMENCES SEE EROSION CONTROL PLAN
FOR LOCATION.
FUTURE HO/PIE SIGN
l3'-9 f /e'
6' -C
Slope 1%
5"ABC COMPACTED STONE BASE
(COMPACTED TO 100X MODIFIED PROCTOR)
3 /4 "EXTER /OR GRADE PLYWOOD
5' -7 9 •8
WHITE LETTERS
2"
WHITE LETTERS
WHITE LETTERS
M
N
STRIPES (PMS 200 RED)
1 I /2'DIA. sot 40 STEEL PIPE
PAINTED RED TO MATCH BRICK
OR DE VOED TM.) S ATM.
BLUE BACKGROUND (PMS 280 BLUE)
RAOI SHALL BE ANCHORED MN
4' CONC S Teas
PAVEMENT 7N /CK/ S
(STANDARD)
4` 4 "x 3/18' 77#c
STEEL PLATE
DATE DESCRIPTION
SHEET
REVISIONS
4
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