HomeMy WebLinkAboutDecision 3968 - Book of Plans Page 11 - Detail Sheet6' VARIES SEE PLAN
7.
�- 0" CURB REVEAL
SECTION FLUSH WITH PAVEMENT
SCORE LINES
UP -RAMP ® w UP -RAMP
® 1:12 SLOPE a
�0
MAX. 0 1;12 SLOPE
N MAX.
61 t VARIES (SEE PLAN)6'
TIP DOWN f 0" REVEAL TIP GOWN
PLAN
RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
AMERICANS WITH DISABILITIES ACT.
HANDICAP RAMP
NOT TO SCALE
ICURB
JOINT
TIP DOWN
3'
22'-28'
ACK OF SIDEWALK
(M6„ )
I
COAT WITH BOND
BREAKING COMPOUND
FILLED WITH SEALANT
6'
43'-49'
BEFORE ADJACENT
RAMP TIP DOWN
SIDEWALK SLOPE
DEEP HAND
JOINT
SLAB IS POURED.
MAXIMUM SLOPE
1:20 (MAX.)
12
5,
(MIN.)
CURB TYPE AS SPECIFIED
MATCH .PAVEMENT CURB TIP GOWN ON DRAWINGS
FINISH GRADE. 0"
TOLERANCE 6" (MAX.) REVEAL
PLAN
PAVED ROADWAY
(TYPICAL) 6' SIDEWALK SLOPE
(MIN.) 1:20 (MAX.)
1:1 OPL
(MA.Y.)
0" REVEAL GUTTER LINE
(6" REVEAL - MAX.)
SECTION (TYPICAL) START TIP -DOWN
RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE
AMERICANS WITH DISABILITIES ACT.
TIP—DOWN RAMP
NOT TO SCALE
6„
BITUMINOUS TOP COURSE 2' 2��4"� y1111UJL�11Jll
BITUMINOUS LOAM AND SEED
BINDER COURSE 6„ 7� -,!1 �\\
45 p //
d •' '' BARK MULCH IN
PLANTED AREAS
O eO • \
e • W
0.
"
SEE
PAVEMENT
SECTION a ! • ! //\
o
• 0e ° O ° eC2 O O '
o
MHD 3000psi CONCRETE \��. �.o .�\���/\ (7 PE 00CEMEN�CRETE
(TYPE 11 CEMENT) (2) N0. 3 REINFORCING BARS
NOTES:
1. CONCRETE FOR CURB TO BE 4,000 PSI.
2, ALL RADII 50' AND SMALLER TO BE CONSTRUCTED USING CURVED SECTIONS.
PRECAST CONCRETE CURB
NOT TO SCALE
BITUMINOUS TOP COURSE CONCRETE SIDEWALK,
RAMP, AND BASE 8Y
BITUMINOUS BINDER COURSE BUILDING CONTRACTOR
CO
CP
AGGREGATE BASE COURSE
AGGREGATE SUB -BASE COURSE
STRUCTURAL
E::,
�j
COM PACTED
SUBGRADE /\% iN� —'-
5' 5' 2.5'
NOTES:E TYPICAL PAVEMENT SECTION FOR PAVEMENT AND
AGGREGATE BASE AND SUB -BASE DEPTHS,
2, SIDEWALK TRANSITION TO BE CONSTRUCTED ALONG ENTIRE
LENGTH OF STOREFRONT SIDEWALK HANDICAP RAMPS,
3. SEE GRADING, DRAINAGE & EROSION CONTROL PLAN FOR
PAVEMENT SLOPES AND CROSS SLOPES,
SIDEWALK TRANSITION
NOT TO SCALE
1/2"
TER 3/4" RADIUS
4NSION JOINTS CONTINUE
�nnDUGH TO FACE OF CURB
BITUMINOU•.,: PAVEMENTS CONCRETE
PLAN 'WALK) T- -- - j2 \''%?iii•i:S .'ii1: ::.: ( #4 REBAR CONTINUOUS
:6 6 .::.6".•:: (TOP & BOTTOM)
-
"1 \\ :•::(':::: ":.. COMPACTED
FILLED WITH SEALANT 1/8"xi" DEEP HAND CONCRETE WALK —� AGGREGATE BASE
TOOLED JOINT 4,000 PSI AIR ENTRAINED 6"
WITH 1/4" RADII 6x610/10 MESH 1\ S
#6 REBAR -III IIS =I
0 12" O.C.
SECTION (WITH MONLITHIC CURB)
CONSTRUCTION
JOINT
3/4" SMOOTH DOWEL
W/ SLEEVE 0 12" O.C.
3'
22'-28'
FILLED WITH
SEALANT
COAT WITH BOND
BREAKING COMPOUND
FILLED WITH SEALANT
6'
43'-49'
BEFORE ADJACENT
50'-56'
1/8"x1"
TOOLED
DEEP HAND
JOINT
SLAB IS POURED.
'I /4" RADII
. WITH 1/4"
RADII
@}
�1 1/4" TO 1/2"
g" g" PREMOLDED FILLER
EXPANSION JOIIT
CONCRETE SIDEWALK
NOT TO SCALE
Tl O
5'-0"
9'-4"
So
1, AL��OW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC
PAINT AS PER DIMENSIONS ABOVE.
PAINTED TRAFFIC ARROW
NOT TO SCALE
�NOTE:
BOL TO BE PAINTED IN ALL
HANDICAPPED SPACES
HANDICAP SYMBOL
NOT TO SCALE
NSTRUCTIQN:
0,90 IVORY ALUMINUM DANIELS
WITH SCREENED APPLIED GRAPHICS
FC.IFICATIONS
STYLE & SIZE OF
LIGHT STANDARDS MAY VARY.
VERIFY W/ APPROVED LIGHTING
PLANS AND DETAILS.
COLORS:
LT. IVORY BKGD. PAINTED TO MATCH
PMS #155C (LESS 25%)
"SHAW S": #43 LIGHT TOMATO RED VINYL
TO MATCH PMS #485 RED
"SUPERMARKET", LEAF, & LETTERS
#156 VIVID GREEN VINYL
TO MATCH PMS #355 GREEN
1/4" GRAY RULES
TYPEFACE: GARAMOND
PARKING AIS
MTH SEALANT
RADII
1/4" TO 1/2"
PREMOLDED FILLER
ISOLATION JOINT C
LENGTH AS REQUIRED (SEE SITE PLAN)
1 -6"
WHITE PAINTED �� 2'-0"
STOP LINE
4" WHITE PAINT
NOTE: PAVEMENT MARKINGS TO BE q LANE
INSTALLED IN LOCATIONS SHOWN ON
THE SITE PLAN
STOP BAR T BccA LEGEND
NOT
0
1
0
N
4" WHITE PAINTED
LINES W/4"
SEPARATION (TYP)
10'-0"
CENTER TO CENTER
TYPICAL SPACE
TYPICAL PARKING
STALL
NOT TO SCALE
CLAMPING COLLAR:
DIAMETER OF COLLAR TO
BE DETERMINED BY
INDIVIDUAL LIGHT STANDARD
USED AT LOCATION
—.090 ALUMINUM
FACES
PLAN VIEW: POLE COLLAR & FACE BRACES
SIGNATION SIG
VERTICAL GRANITE CURB
WITH 6" REVEAL
TOP COURSE r LOAM &SEED
BINDER
15"-17"
RADIUS
MAX. LENGTH
21'
3'
22'-28'
4'
29'-35'
5'
36'-42'
6'
43'-49'
7'
50'-56'
8'
57'-60'
9'
OVER 60'
10'
3 1/2"(MIN•) —3000 PSI (MIN)
CONCRETE BACKFILL
SEE PAVEMENT SECTION 3000 PSI (MIN)
CONCRETE BACKF .L
NOT
EE1. SEE SITE PLAN FOR LIMITS OF C RBING.
2. ADJOINING STONES SHALL HAVE HE SAME OR APPROXIMATELY
THE SAME LENGTH.
3. MINIMUM LENGTH OF CURB STONE 3 = 3'
4. MAXIMUM LENGTH OF CURB STOP'°:S = 10'
5. MAXIMUM LENGTH OF STRAIGHT ( 7RB STONES LAID ON CURVES (SEE CHART).
6. JOINTS BETWEEN STONES SHALL I::E MORTARED,
VERTICAL GRANITE CURB
NOT TO ' :ALE
VARIES (SEE SITE PLAN)
PROPOSED CURBING
(SEE SITE PLAN FOR Cl RB TYPE)
2" BITUMW IUS SIDEWALK
1" WEARIN COURSE
1" BINDER :OURSE
27MAX)CR.)SS SLOPE
�}•TIIIIUII
12" CRUSHED C.AVEL 4
6" (TYP�
COMPACTE. APPROVED SUBGRADE
BITUMINOUS CC:-NCRETE WALK
NOT T( SCALE
CONSTRUCT R7 -BG
& R7 -8b BOLLARD
MOUNTED SIGNS
PAINTED ISLAND (TP)
I 3'-0" (TP)
o I
I4" WIDE PAINTED
(` WHITE LINES (TP)
i
�{ 6-0� L
HANDICAP GRAPHIC SYMBOL
0 (PAINTED WHITE) TO BE
1 (,`ENTERED IN SPACE
�. SYMBOL TO BE PAINTED ON
ii, .i ...NON-SKID ...... I BLUE
BACKGROUND.
...
ICJ10-Q°1110'-0"
1. ALL PAINT SHALL BE FAST DRY IG TRAFFIC PAINT, MEETING
THE REQUIREMENTS OF AASHTO M248 -TYPE F. PAINT SHALL
BE APPLIED AS SPECIFIED BY A ,NUFACTURER.
2. SYMBOLS & PARKING STALLS SP.1LL CONFORM TO THE
REQUIREMENTS OF THE AMERICA N W/DISABILITIES ACT.
HANDICAP PARKING STALL
NOT TO S ALE
6'DIA. STEEL PIPE, 6' LONG
(18.971/FT.• 6.625" O.D.)
FILLED WITH CONCRETE PAINTED
W/PRIMER AND YELLOW PAINT
SEE SIGN LEGEND
FOR SIGNS & POST
VAN
CCESSIBLE
R7 -8b
18" X 12"
e a 3000PSI CONCRETE
FOOTNG
— 6"
1'-6"
SIGN BOLLARD
NOT TO SCALE
•e R7 -Ba
th 12" X 18"
° _ a
STRUCTURAL FILL
16" AGGREGATE SUB -BASE COURSE
8" CRUSHED BASE COURSE (MHD M2.013)
VARIES 4" LOAM
SEE SITE PLAN I & SEED
4" LOAM 2 2
- & SEED
G��G Op6 .. .. ..... SYO f
<qy C
... .... ..
�.
5 gip}\ G
p
— — — — — — — — —
_ _ _ _ — — — —
HOT BITUMINOUS PAVEMENT
COMPACTED SUBGRADE 3,5" NOMINAL
(STRIP LOAM AND ORGANICS) 1" TOP COURSE (MHD M3.11.03)
NOTES: 2-1/2" BINDER COURSE (MHD M3.11.03)
1. SEE SITE PLAN FOR PAVEMENT WIDTH AND LOCATION,
2. SEE GRADING, DRAINAGE & EROSION CONTROL PLAN FOR PAVEMENT SLOPES AND CROSS SLOPES.
HEAVY DUTY PAVEMENT SECTION
NOT TO SCALE
N
oZ
0-1 O
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1n
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STRUCTURAL FILL
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12"
AGGREGATE SUB -BASE COURSE
d
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°
R4-7 SERVICE
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12AVEMENT
24" x 30" VEHICLES
a
6"DIA. STEEL PIPE, 6' LONG
io
4" LOAM
N
U
BLACK ON WHITE ONLY
ro
(18.97#/FT., 6.625' O.D.)
&SEED
= C
(f) 0
a
Lu
oz
FILLED WITH 3000psi
CONCRETE PAINTED W/PRIMER
Es„
v'
RESERVED R5-IOZ
PARKING 30" x 18"
(nc 3�
_ 0)
AND YELLOW PAINT
T(D E
a
2' SEE SITE PLAN 2'
W
BLACK ON WHITE
co
4" LOAM
I
tm
PAVEMENT
1
-& SEED
e a 3000PSI CONCRETE
FOOTNG
— 6"
1'-6"
SIGN BOLLARD
NOT TO SCALE
•e R7 -Ba
th 12" X 18"
° _ a
STRUCTURAL FILL
16" AGGREGATE SUB -BASE COURSE
8" CRUSHED BASE COURSE (MHD M2.013)
VARIES 4" LOAM
SEE SITE PLAN I & SEED
4" LOAM 2 2
- & SEED
G��G Op6 .. .. ..... SYO f
<qy C
... .... ..
�.
5 gip}\ G
p
— — — — — — — — —
_ _ _ _ — — — —
HOT BITUMINOUS PAVEMENT
COMPACTED SUBGRADE 3,5" NOMINAL
(STRIP LOAM AND ORGANICS) 1" TOP COURSE (MHD M3.11.03)
NOTES: 2-1/2" BINDER COURSE (MHD M3.11.03)
1. SEE SITE PLAN FOR PAVEMENT WIDTH AND LOCATION,
2. SEE GRADING, DRAINAGE & EROSION CONTROL PLAN FOR PAVEMENT SLOPES AND CROSS SLOPES.
HEAVY DUTY PAVEMENT SECTION
NOT TO SCALE
N
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0-1 O
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1n
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STRUCTURAL FILL
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of
d
12"
AGGREGATE SUB -BASE COURSE
d
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a
d
°
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®
O
m
a
6" CRUSHED BASE COURSE (MHD M2.01.7)
VARIES
4" LOAM
N
U
ro
cl
N
&SEED
= C
(f) 0
a
Lu
oz
`r
Es„
v'
(nc 3�
_ 0)
T(D E
a
2' SEE SITE PLAN 2'
W
�
co
4" LOAM
I
tm
1
-& SEED
0
cn
m
Q
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AYgN�RiC
0
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f
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q
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— — — — — —
-- -- I
COMPACTED SUBGRADE L HOT BITUMINOUS PAVEMENT
(STRIP LOAM AND ORCANICS) 3" NOMINAL
1" TOP COURSE (MHD M3.11.03)
���T��
2" BINDER COURSE (MHD M3.11.03)
NOTES:
1. SEE SITE PLAN FOR PAVEMENT WIDTH AND LOCATION.
2. SEE GRADING, DRAINAGE Ac EROSION CONTROL PLAN FOR PAVEMENT SLOPES AND CROSS SLOPES.
ANDARD PAVEMENT SECTION
NOT TO SCALE
I� OTE,S�
ALL SIGNS TO BE INSTALLED AS INDICATED IN THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
LENGTH: AS REQUIRED
WEIGHT PER LINEAR FOOT' 2.50 LBS (MIN.)
HOLES 3/8" DIAMETER, 1" C -C FULL LENGTH
7' MIN. STEEL SHALL CONFORM TO ASTM A-499 (GRADE 60) OR
ASSTM A-576 (GRADE 1070 - 1080)
FINISH; SHALL BE PAINTED WITH TWO COATS OF AN APPROVED
MEDIUM GREEN BAKED ON OR AIR DRIED, PAINT OF WEATHER
RESISTANT QUALITY, ALL FABRICATION SHALL BE COMPLETE
BEFORE PAINTING.
STOP 1/3 POST ° 90 CUT OPTION
n a 30`35x- 30" HEIGHT 1-9/16"
3000 psl , ° -- 3-1/8"
CONCRETE D R1-1
FOOTING 30" x 30" « IN LEDGE DRILL &
WHITE ON RED GROUT TO A MIN OF 2'
NOTE:
SECURITY BOLLARDS AT STOREFRO T TO
RECEIVE GRAY POLYETHYLENE COV ZS
BOLLARD DET VL
NOT TO SCALE
SIGN LEGEND &
NOT TO SCALE
SIGN PC
1-1/4"
.164"
DE TAIL SIIEE T
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CD
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= C
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(nc 3�
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T(D E
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