HomeMy WebLinkAboutZ-4281-A Map 5I
27,00'
a
32nd STREET
NOT CONSTRUCTED
CT D
SITE PLAN
FIND 1/2" RB
NE GOR, LOT 12
SUNSET ADD'N
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LIC -447 POLE
SCa,L.S. I" 6 70'-0„
143.35'(m)
140'(P)
ND
6' WOOD FENCING
FENCING
CURB INLET
TOP=101.05
IN=96.90'
OUT -96.70'
12" CONCRETE
t'l WATER PIPE
0'-0"
s H.C. SYMBOL
C1.2 I NOT TO SCALE
2ESERVED
PARKING RI -5 SIGN AS LISTED
® IN THE FEDERAL MANUAL
ON UNIFORM TRAPPICE
CONTROL DEVICES,
III VAN III
2" O.D. STEEL
POST -PAINT
12"
s ACC
CI.2
1 /18 "
IBLE SIGN
NOT TO SG,4LE
PRE -MOLDED STRIP OR SAWCUT
JOINT AS SHOWN ON PLAN
JOINT SEALER
CONCRETE WALK
CONTRACTION JOINT (CJ)
9 5'0" oz. MAX
WALL WHERE APPLICABLE
/2" JOINT SEALER
1/2' PREMOLDED FILLER
CONCRETE WALK
EXPANSION JOINT lEJ)
9 40'0" c.c. MAX
AND o ALL SIDEWALK INTERSECTIONS
7 :� JOINT DETAILS
CI.2 I NOT TO SCALs
1'-0" MIN, REMOVE
XIST. PAvEMN
SAW CUT EX1571NG - ---
PAVEMENT PRIME
TACK COAT \ 6 „ COAT
EXISTING »ASE I=1 I-1 I I-1 I I-1 I I III
EXCAVATE ;SASE 0
HALT PAVEMENT
JUNCTURE DET.
SCARIFY SUBGRADE
TO 18" DEPTH
RECOMPACTTO
9.5% ASTM D-1557
2 ASFMALT FAV EM
G12 TYPE 1 NOT
CONCRETE
SURFACE COURSE
W/6x6 W2.9xtJl2.9
D -
CRUSHED STONE
AHTO CLASS 7
AR/PY SU86RADE
TO 8" DEPTH
RECOMPACTTo
W/ ASTM 0-1557
3 CONC. DRIVE SECT.
C1.2 SCALE; 3/4"=1-01'
T PAVING
6»
04 CONT,
DISCONTINUE
0 JOINTS
a 1 CURB & GUTTER DTL.
C_ SCALA= 3/�"algO
NOTE:
PROVIDE CONTRACTION JTS. a 10'-0" O.C.
PROVIDE EXPANSION JTS. a 40'-0" OC_4:;�- uI�^
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LIC -447 POLE
SCa,L.S. I" 6 70'-0„
143.35'(m)
140'(P)
ND
6' WOOD FENCING
FENCING
CURB INLET
TOP=101.05
IN=96.90'
OUT -96.70'
12" CONCRETE
t'l WATER PIPE
0'-0"
s H.C. SYMBOL
C1.2 I NOT TO SCALE
2ESERVED
PARKING RI -5 SIGN AS LISTED
® IN THE FEDERAL MANUAL
ON UNIFORM TRAPPICE
CONTROL DEVICES,
III VAN III
2" O.D. STEEL
POST -PAINT
12"
s ACC
CI.2
1 /18 "
IBLE SIGN
NOT TO SG,4LE
PRE -MOLDED STRIP OR SAWCUT
JOINT AS SHOWN ON PLAN
JOINT SEALER
CONCRETE WALK
CONTRACTION JOINT (CJ)
9 5'0" oz. MAX
WALL WHERE APPLICABLE
/2" JOINT SEALER
1/2' PREMOLDED FILLER
CONCRETE WALK
EXPANSION JOINT lEJ)
9 40'0" c.c. MAX
AND o ALL SIDEWALK INTERSECTIONS
7 :� JOINT DETAILS
CI.2 I NOT TO SCALs
1'-0" MIN, REMOVE
XIST. PAvEMN
SAW CUT EX1571NG - ---
PAVEMENT PRIME
TACK COAT \ 6 „ COAT
EXISTING »ASE I=1 I-1 I I-1 I I-1 I I III
EXCAVATE ;SASE 0
HALT PAVEMENT
JUNCTURE DET.
SCARIFY SUBGRADE
TO 18" DEPTH
RECOMPACTTO
9.5% ASTM D-1557
2 ASFMALT FAV EM
G12 TYPE 1 NOT
CONCRETE
SURFACE COURSE
W/6x6 W2.9xtJl2.9
D -
CRUSHED STONE
AHTO CLASS 7
AR/PY SU86RADE
TO 8" DEPTH
RECOMPACTTo
W/ ASTM 0-1557
3 CONC. DRIVE SECT.
C1.2 SCALE; 3/4"=1-01'
T PAVING
6»
04 CONT,
DISCONTINUE
0 JOINTS
a 1 CURB & GUTTER DTL.
C_ SCALA= 3/�"algO
NOTE:
PROVIDE CONTRACTION JTS. a 10'-0" O.C.
PROVIDE EXPANSION JTS. a 40'-0" OC_4:;�- uI�^
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