HomeMy WebLinkAboutC-400 - CHICK-FIL-A STANDARD CONSTRUCTION DETAILS1'-8"3'-0"1'-4"3'-0"8"4"
1'-8"
4"
4"8"4" PAINTED LINE (TYP.)
8" DIAM.1'-4"10"1'-10"8"1'-2"
14"R
4"
3
'R
PAINT SOLID
PAINT SOLID
1'-2"1'-8"1'-8"1'-2"3'-0"
1'-0"1'-2"1'-0"1'-2"3'-0"3'-0"NOTES:
1.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL
2.PAVEMENT MARKINGS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE
CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
3.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE,
UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA
CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN.
DRIVE-THRU
NOT TO SCALE
ACCESSIBILITY SYMBOL
NOT TO SCALE
STOP BAR
NOT TO SCALE
DIRECTIONAL ARROW
NOT TO SCALE
6'-0"6'-0"12"
SEE PLAN
EDGE OF PAVEMENT OR FACE OF CURB
STOP BAR 4'-0"EDGE OF PAVEMENTOR FACE OF CURBSIDEWALK W/ CURB & GUTTER
NOT TO SCALE
BOLLARD MOUNTED SIGN
NOT TO SCALE
5
C-400
ACCESIBLE PARKING SIGN
NOT TO SCALE
6
C-400
DIRECTIONAL SIGNAGE
NOT TO SCALE
STOP SIGN
NOT TO SCALE
60° ANGLED PARKING STRIPING
NOT TO SCALE
4
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90° PARKING STRIPING
NOT TO SCALE
3
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PAVEMENT MARKINGS - 2
NOT TO SCALE
2
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PAVEMENT MARKINGS - 1
NOT TO SCALE
1
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NOTES:
1.GENERAL CONTRACTOR SHALL REFER TO PARKING
LOT STRIPING SPECIFICATIONS, SEE DETAIL
2.PAVEMENT MARKINGS SHALL BE APPLIED
ACCORDING TO REQUIREMENTS AS OUTLINED IN
SECTION 3B OF THE CURRENT MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES
3.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT
ON ASPHALT & YELLOW REFLECTIVE PAINT ON
CONCRETE, UNLESS UPON VERIFICATION BY THE
GENERAL CONTRACTOR IT IS DETERMINED THAT
LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH
CASE THESE CODES SHALL GOVERN.
4.IF STOP SIGNS ARE PROPOSED, "STOP" LETTERING
ON STOP BAR DETAIL IS NOT REQUIRED.18'-0"TYP.4" TRAFFIC STRIPING
VAN
4" TRAFFIC YELLOW
STRIPING @ 45° 2'-0" O.C.
ACCESSIBLE SIGN SEE
SITE SIGN BASE DETAIL
TRAFFIC YELLOW
ACCESSIBLE SYMBOL
AND LETTERING
EDGE OF SIDEWALK
FACE OF CURB
8'-0"8'-0"8'-0"9'-0"
TYP.
STOP
VAN
ACCESSIBLE
RESERVED
PARKING
NOTES:
1.SIGNS SHALL BE FABRICATED USING
S/F 0.08 NON-ILLUMINATED ALUMINUM
WITH VINYL COPY APPLIED TO THE
FIRST SURFACE.
2.VERIFY COLORS WITH JURISDICTIONAL
AUTHORITIES.
RED
'REFLECTIVE'
COLOR
WHITE
'REFLECTIVE'
COLOR3"x3" SQUARE
ALUMINUM TUBING,
DARK BRONZE COLOR
OR AS REQUIRED BY
LOCAL JURISDICTION
OR LANDLORD
REQUIREMENTS.
30"30"7'-0"2'-0" (MIN.)1"8"Ø CONCRETE
BASE
GREEN 'REFLECTIVE'
COLOR
BLUE 'REFLECTIVE'
COLOR
WHITE 'REFLECTIVE'
COLOR
BLUE 'REFLECTIVE'
COLOR WITH WHITE
'REFLECTIVE TEXT'
2"x2" SQ. TUBING
1"R
12"18"6"LETTERING STYLE TO BE
HELVETICA MEDIUM
ACCESSIBLE PARKING SIGN
(MUTCD R 7-8 AND R 7-8P5)
(CIVIL TO VERIFY SIGN PANELS
AND COLORS WITH STATE/LOCAL
REQUIREMENTS)
STOP SIGN & STANDARD
MOUNTING POST
(MUTCD R 1-1)
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
5' MIN.WHITE 'REFLECTIVE'
COLOR
BUILDING FACE
NOTES
1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 2% IN SLOPE IN ANY DIRECTION. IF
ONLY ONE ACCESS ISLE IS INSTALLED, IT IS TO BE A VAN SIZE.
2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITIES &
ADA STANDARDS. SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT.
3. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS.
4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS.
5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING LOTS.
6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK.
7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSH
CURB OR A RAMP.
8. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS NOTED OTHERWISE.
9. STRIPING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR
VAN
8'-0"5'-0"9'-0"9'-0"
TYP.
9'-0"
60°
30°20'-0"TYP.R2'-
0
"
MIN.
4" TRAFFIC BLUE
STRIPING @ 45° 2'-0" O.C.
TRAFFIC BLUE
ACCESSIBLE SYMBOL
AND LETTERING
ACCESSIBLE SIGN SEE
SITE SIGN BASE DETAIL BUILDING FACE
4" TRAFFIC STRIPING
EDGE OF SIDEWALK
FACE OF CURB
NOTES
1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 2% IN SLOPE IN ANY DIRECTION. IF
ONLY ONE ACCESS ISLE IS INSTALLED, IT IS TO BE A VAN SIZE.
2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITIES &
ADA STANDARDS. SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT.
3. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS.
4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS.
5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING LOTS.
6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK.
7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSH
CURB OR A RAMP.
8. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS NOTED OTHERWISE.
9. STRIPING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR
C
RIGHT TURN ONLY SIGN
(REFER TO SIGN PACKAGE)
A
CIRCLE BUILDING FOR DRIVE-THRU SIGN
(REFER TO SIGN PACKAGE)
E
ONE WAY SIGN
(REFER TO SIGN PACKAGE)24"18"24"18"
WHITE
'REFLECTIVE'
LETTERS
FACE:
3M REFLECTIVE COPY
(#3272 RED)COLOR
D
PEDESTRIAN CROSSWALK
(REFER TO SIGN PACKAGE)
B
LEFT TURN ONLY SIGN
(REFER TO SIGN PACKAGE)24"18"18.5"12"
BLACK
'REFLECTIVE'
COLOR
WHITE
'REFLECTIVE'
COLOR
6" DIA. SCH. 80 STEEL
PIPE BOLLARD PAINTED
OSHA YELLOW FILLED
WITH CONCRETE
4000 PSI
CONCRETE
2'-6"6"2'-0"7'-0" TO BOTTOM OF LOWEST REQUIRED SIGN2"X2" SQUARE
TUBING
PAINT CONCRETE BLACK
AFTER CURING AT
ASPHALT LOCATIONS 3'-0"30"30"ENTER
DO NOT
F
DO NOT ENTER
(REFER TO SIGN PACKAGE)
12"18.5"pedestrian
crosswalk
Circle
ONE
WAY
Right
Turn
Only
Left
Turn
Only
WHITE
'REFLECTIVE'
LETTERS
FACE:
3M REFLECTIVE COPY
(#3272 RED)COLOR
Building
For
Drive -Thru
Service
NOTE:
SIGNS SHALL BE FABRICATED USING S/F
0.08 NON-ILLUMINATED ALUMINUM WITH
VINYL COPY APPLIED TO THE FIRST
SURFACE.
NOTE:
VERIFY COLORS WITH LOCAL
MUNICIPALITY.
7
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8
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10
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BUILDING
BUILDING FOOTING
SIDEWALK ELEVATIONS VARY - HOLD FLUSH WITH FINISHED FLOOR AT
ENTRANCE WAYS. PLANTING AREAS MAY EXIST BETWEEN THE BUILDING
AND THE BACK-OF-SIDEWALK (SEE SITE PLAN). EXPANSION JOINTS DO NOT
APPLY TO SIDEWALK SECTION ADJACENT TO PLANTING AREAS.
NOTICE: ALWAYS ALIGN CURB
AND SIDEWALK JOINTS.
COMPACTED SUBGRADE AS SPECIFIED
6.5' MIN.
(SEE SITE PLAN)
CONCRETE CURB &
GUTTER
PAVEMENT,
AS SPECIFIED IN
GEOTECHNICAL REPORT
STABILIZED AGGREGATE
BASE COARSE, AS SPECIFIED
FOR PAVEMENT
SLOPE 1.5% MAX.
4" AGGREGATE
BASE COURSE
EXPANSION JOINT
EXPANSION JOINT
11
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24
C-401
24
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12"6"
1A
C-400
1B
C-400
2A
C-400
2B
C-400
CONCRETE CURB & GUTTER
NOT TO SCALE
11
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CATCHING CURB AND GUTTER
11
2"R
1"6"
2'-0"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED
OTHERWISE
1
2"R
6"13"6"SPILLING CURB AND GUTTER
11
2"R
1"6"
2'-0"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED
OTHERWISE
1
2"R
6"12"7"1-1/8"BA
LIGHT BROOM FINISH 1-1/8"11
2"R
7"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED
OTHERWISE
1
2"R
C
6"
11
2"R
7"
2'-0"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED
OTHERWISE
1
2"R
7 1/2"D
LIGHT BROOM FINISH
6"3/4"2'-0"6"LIGHT BROOM FINISH
5.0% MAX.3/4"5.0% MAX.
3 4" PER FT.
3 4" PER FT.
LIGHT BROOM FINISH
1:20 MAX.
SLOPE
1:14 MAX.
SLOPE
ROADWAY GUTTER PAN
DEPRESSED
CURB
CURB RAMP
E
1:20 MAX.
SLOPE
1:14 MAX.
SLOPE
ROADWAY GUTTER PAN CURB RAMP
F
DEPRESSED SPILLING CURB
AND GUTTER
DEPRESSED CATCHING CURB
AND GUTTER
CATCHING GUTTER SECTION
AT ACCESSIBLE RAMP
SPILLING GUTTER SECTION
AT ACCESSIBLE RAMP
NOTES:
1.CONC. FOR CURBING SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,500 PSI @ 28 DAYS
2.CONTRACTION JOINTS @ 1-'0" O.C. TOOLED 14" (± 116", -0) WIDE, 1" OR MAX. D/4 DEPTH
WHICHEVER IS GREATER. EXPANSION JOINTS @ 40'-0" MAX. UNLESS NOTED OTHERWISE ON
PLANS
3.IF NEEDED, DOWEL INTO ADJACENT CONC. SLAB PER THE EXPANSION JOINT DETAIL.
4.GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, TRAVERSE & LONGITUDINAL.
CONCRETE PAVEMENTS
NOT TO SCALE
12
C-400
MEDIUM DUTY
#4 BARS - 18" O.C.E.W.
4" PCC SURFACE
COURSE
BASE COURSE PER
GEOTECH REPORT
NOTES:
1. DESIGN PER GEOTECH REPORT BY , DATED .
2. PAVEMENTS & SUBGRADES INCLUDING MATERIALS & COMPACTION SHALL MEET
STANDARDS & SPECIFICATIONS OF THE GOVERNING DEPARTMENT OF TRANSPORTATION.
3. JOINTING & SPACING SHALL BE PER CONCRETE JOINT DETAILS.
4. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,500 PSI @ 28 DAYS.
STABLE SUBGRADE OR
COMPACTED SELECT FILL AS
REQUIRED PER GEOTECH REPORT
HEAVY DUTY
#4 BARS - 18" O.C.E.W.
6" PCC SURFACE
COURSE
BASE COURSE PER
GEOTECH REPORT
STABLE SUBGRADE OR
COMPACTED SELECT FILL AS
REQUIRED PER GEOTECH REPORT
X X X XX X XXXXXX
1
2" EXPANSION JOINT
(SEE NOTE #1)
SMOOTH TOOLED
FINISH AROUND
ALL EDGES AND
JOINTS (TYP)
LIGHT BROOM FINISH
(PERPENDICULAR TO TRAVEL PATH)
6"x6"x6 GAUGE WELDED
WIRE FABRIC SEATED AND
SECURED ON STANDS
5'-0" (TYP)2"2"4"1
2" CONTRACTION JOINT
(SEE NOTE #1)
CONTRACTION JOINT
3000 PSI COMPRESSIVE
STRENGTH CONCRETE
MIX PER SPECIFICATION.2"4"EXPANSION JOINT
1
2" CONTRACTION JOINT
(SEE NOTE #1)SEE PLAN4" AGGREGATE
BASE COURSE
1
2" DECK-O-FOAM EXPANSION
JOINT FILLER W/ PRE-SCORED
STRIP, "ZIP STRIP" OR OTHER
CFA APPROVED MATERIAL
URETHANE JOINT SEALING
COMPOUND
14TNOTES:
1.JOINTS AT 5'-0" O.C. TOOLED 1
2" WIDE, 1" DEEP OR MAX. D
4 DEEP
WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL
P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN
VIEW JOINT PATTERN.
CONCRETE SIDEWALK
NOT TO SCALE
9
C-400
Information contained on this drawing and in all digital files
produced for above named project may not be reproduced in
any manner without express written or verbal consent from
authorized project representatives.
ENGINEER'S PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY:
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
REVISION SCHEDULE
FSR#CHICK-FIL-A210531
ISSUED FOR CONSTRUCTION
07/21/2022WEST CARMEL (IN) FSUISSUED FOR CONSTRUCTION04978
NO.DATE DESCRIPTION
CHECKED BY:
MRJ
JFV 9965 N. MICHIGAN ROADCARMEL, IN 460321 01/12/23 ISSUED FOR PERMIT
PROF
E
SSIONA L E N G INEERJOSEP H F . V AVRIN
A
, II
IREGISTER
E
DINDIA N A
No. PE11800597
STATE OF
2 02/17/23 PER CITY COMMENTS
3 03/01/23 PER TRICO COMMENTS
4 03/24/23 ISSUED FOR CONSTRUCTION
CHICK-FIL-A STANDARD
CONSTRUCTION DETAILS
C-400