HomeMy WebLinkAboutChick-Fil-A - US 421 Full SetPLANNING & ZONING: CITY OF CARMEL
(317) 571-2417
CONTACT - RACHEL KEESLING
rkeesling@carmel.in.gov
BUILDING:CITY OF CARMEL
(317) 571-2489
CONTACT - NICK MISHLER
nmishler@carmel.in.gov
FIRE DEPARTMENT:CITY OF CARMEL FIRE DEPARTMENT
(317) 571-2612
CONTACT - CHRIS ELLISON
cellison@carmel.in.gov
SANITARY SEWER:TRICO REGIONAL SEWER FACILITY
(317) 844-9200
CONTACT - RYAN HARTMAN
ryan.hartman@trico.eco
STORM SEWER:CITY OF CARMEL
(317) 571-2441
CONTACT - ALEX JORDAN
ajordan@carmel.in.gov
WATER SERVICE:CITY OF CARMEL
(317) 571-2443
CONTACT - JOHN DUFFY
jduffy@carmel.in.gov
ELECTRIC SERVICE:AES INDIANA
(317) 261-5047
CONTACT - RODNEY JOHNSON
rodney.johnson@aes.com
TELEPHONE SERVICE: AT&T
(317) 403-6673
CONTACT - WENDY NOBLE
w1807s@att.com
GAS SERVICE:VECTREN
(317) 776-5590
CONTACT - CHAD MILLER
chad.r.miller@centerpointenergy.com
ROADWAY:CITY OF CARMEL
(317) 571-2677
CONTACT - AARON HOOVER
ahoover@carmel.in.gov
INDIANA DEPARTMENT OF TRANSPORTATION
(765) 675-7402 EXT. 6
CONTACT - SANDY LANDRUM
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
PROFESSION AL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDI AN 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
C-000
COVER SHEET
L O C A T I O N M A P
WEST CARMEL
9965 N. MICHIGAN ROAD
CARMEL, IN 46032
Z O N E D
S H E E T I N D E XS H E E T I N D E X
1391 CORPORATE DRIVE, SUITE 203 | McHENRY, IL 60050
Phone: 815.385.1778 | Toll Free: 800.728.7805 | Fax: 713.965.0044 | HRGreen.com
ALL "C" SHEETS AND ALL "PS" SHEETS
03/24/23
03/24/23
LANDS CAPE A R C H ITECTDAVIDL .REITZ
R E G IS TERE
DINDIA N A
I hereby certify that this engineering document was prepared by me
or under my direct personal supervision and that I am a duly
licensed Landscape Architect under the laws of the State of Indiana.
DATE DAVID LEE REITZ, L.A.
License Number: LA20800121
My license renewal date is December 31, 2023.
Pages or sheets covered by this seal:
No. LA20800121
STATE OF
I hereby certify that this engineering document was prepared by me
or under my direct personal supervision and that I am a duly
licensed Professional Engineer under the laws of the State of
Indiana.
DATEJOSEPH F. VAVRINA, P.E.
License Number: PE11800597
My license renewal date is July 31, 2024.
Pages or sheets covered by this seal:
L-100 THRU L-103PROFESSION AL E N GINE ERJO SEPHF.VAVRINA
,IIIR EG ISTERE
DINDIA N A
No. PE11800597
STATE OF
R
Dial 811 or 1-800-892-0123
Know what'sbelow.
Call before you dig.
PROJECT
LOCATION
N. MICHIGAN ROADW . 99
T
H
S
T
R
E
E
T
ZONED:
I-1
ZONED:
B-3
FOR CONSTRUCTION WALNUT CREEK DRIVEZONED:
B-3
ZONED:
B-3
04/20/23
FOR CONSTRUCTION
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
PROFESSION AL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
C-001
GENERAL NOTES,
SPECIFICATIONS & LEGEND
04/20/23
FOR REFERENCE ONLY
C-002
EXISTING CONDITIONS
PLAN - 1
04/20/23
FOR REFERENCE ONLY
C-003
EXISTING CONDITIONS
PLAN - 2
04/20/23
REMOVALS / RELOCATES / ADJUSTMENTS
NUMBER REMARKS
A-1 STORM STRUCTURE ADJUST RIM TO FG
R-1 BUILDING W/ FOUNDATION REMOVE
R-2 TRASH ENCLOSURE W/ FOUNDATION REMOVE
R-3 CONCRETE PAVEMENT REMOVE
R-4 GAS METER REMOVE
R-5 GAS LINE REMOVE SERVICE
R-6 LIGHT POLE & BASE REMOVE
R-7 TRAFFIC SIGN REMOVE
R-8 TREE REMOVE
R-9 SANITARY SEWER SERVICE REMOVE
R-10 ASSUMED GREASE TRAP REMOVE
R-11 BITUMINOUS PAVEMENT REMOVE (FULL DEPTH)
R-12 STORM SEWER REMOVE
R-13 STORM SEWER STRUCTURE REMOVE
R-14 CONCRETE SIDEWALK REMOVE
R-15 4" WATER SERVICE TO BLDG.REMOVE (TO POINT OF CONNECTION OR VALVE)
R-16 LARGE SHRUBS REMOVE
R-17 CONCRETE PARKING BUMPER REMOVE
R-18 TELEPHONE SERVICE REMOVE
R-19 ELECTRIC METER AND SERVICE REMOVE
R-20 FENCE/GATE REMOVE
R-21 CABLE TV SERVICE (ASSUMED)REMOVE
R-22 UNDERGROUND ELECTRIC REMOVE
R-23 CONCRETE CURB REMOVE
R-24 CONCRETE WALL REMOVE
R-25 SANITARY STRUCTURE REMOVE
R-26 CONCRETE BOLLARD REMOVE
R-27 MAILBOX REMOVE
R-28 2" WATER SERVICE TO BLDG.REMOVE (LOCATION UNKNOWN)
R-29 PAD MOUNTED TRANSFORMER REMOVE
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
PROFESSIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
C-100FOR CONSTRUCTION
SITE DEMOLITION PLAN
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
04/20/23
DRI
VE THRU DRI
VETHRUDRIVE
THRU DRI
VETHRUInformation 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
PROFESSIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
C-200FOR CONSTRUCTION
SITE PLAN
04/20/23
DRI
VE THRUDRI
VETHRUDRI
VE THRUDRI
VETHRUInformation 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
PROFESSIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
C-201FOR CONSTRUCTION
OVERALL SITE PLAN
04/20/23
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
PROFESSIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
C-300FOR CONSTRUCTION
GRADING PLAN
R
Dial 811 or 1-800-892-0123
Know what'sbelow.
Call before you dig.
04/20/23
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
PROFESSIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
C-301FOR CONSTRUCTION
GRADING DETAILS
04/20/23
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
PROFESSIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
C-302FOR CONSTRUCTION
EROSION CONTROL PLAN
·
·
·
·
·
R
Dial 811 or 1-800-892-0123
Know what'sbelow.
Call before you dig.
04/20/23
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
PRELIMINARY
07/21/2022WEST CARMEL (IN) FSUPRELIMINARY04978
NO. DATE DESCRIPTION
CHECKED BY:
MRJ
JFV 9965 N. MICHIGAN ROADCARMEL, IN 46032C-302P R E L I M I N A R Y
NOT FOR CONSTRUCTION
SWPPP PLAN
·
·
·
·
·
04/20/23
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
PROFESSIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
C-303FOR CONSTRUCTION
STORM WATER POLLUTION
PREVENTION PLAN
04/20/23
0+00 1 +00 2+00 3+00 870
875
880
885
890
895
900
-1+00 870
875
880
885
890
895
900
4+00
870
875
880
885
890
895
900
-1+00 0+00 1 +00 870
875
880
885
890
895
900
2+00
870
875
880
885
890
895
900
-1+00 0+00 1+00 870
875
880
885
890
895
900
2+00
870
875
880
885
890
895
900
-1+00 0+00 1+00 2+00 870
875
880
885
890
895
900
4+00
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
PROFESSIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
C-304FOR CONSTRUCTION
STORM SEWER PROFILES
04/20/23
1'-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'RPAINT 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
C-400
90° PARKING STRIPING
NOT TO SCALE
3
C-400
PAVEMENT MARKINGS - 2
NOT TO SCALE
2
C-400
PAVEMENT MARKINGS - 1
NOT TO SCALE
1
C-400
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
V A N
8'-0"5 '-0"
9 '-0"9'-0"
T YP.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
C-400
8
C-400
10
C-400
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
C-400
24
C-401
24
C-401
12"6"
1A
C-400
1B
C-400
2A
C-400
2B
C-400
CONCRETE CURB & GUTTER
NOT TO SCALE
11
C-400
CATCHING CURB AND GUTTER
112"R
1"6"
2'-0"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED
OTHERWISE
12"R
6"13"6"SPILLING CURB AND GUTTER
112 "R
1"6"
2'-0"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED
OTHERWISE
12"R
6"12"7"1-1/8"B A
LIGHT BROOM FINISH 1-1/8"112"R
7"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED
OTHERWISE
12"R
C
6"
112"R
7"
2'-0"
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED
OTHERWISE
12"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.
34" PER FT.
34" 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 X X X XX X X X X
12" 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" 12" CONTRACTION JOINT
(SEE NOTE #1)
CONTRACTION JOINT
3000 PSI COMPRESSIVE
STRENGTH CONCRETE
MIX PER SPECIFICATION.2"4"EXPANSION JOINT
12" CONTRACTION JOINT
(SEE NOTE #1)SEE PLAN4" AGGREGATE
BASE COURSE
12" DECK-O-FOAM EXPANSION
JOINT FILLER W/ PRE-SCORED
STRIP, "ZIP STRIP" OR OTHER
CFA APPROVED MATERIAL
URETHANE JOINT SEALING
COMPOUND
14 TNOTES:
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
PROFESSION AL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
04/20/23
17
C-401
SIDEWALK ACCESSIBLE RAMP
NOT TO SCALE
16
C-401
CURB RAMP w/ FLARED SIDES
NOT TO SCALE
14
C-401
CURB RAMP w/ SHORT FLARED SIDES
NOT TO SCALE
13
C-401
19
C-401
18
C-401
21
C-401
MATCH SIDEWALK WIDTH
(3' MIN. RAMP)
PAVEMENT 7' MIN. 1' MIN.
TRANSITION
6"6"1V:14H MAX.
1' MIN.
TRANSITION
CURB
CURB
24"FLARED SIDES
GRASSGRASS
17
C-4013'x3'LANDINGGUTTER SLOPE SHALL NOT
EXCEED 5% AT LANDING AREA
MATCH SIDEWALK WIDTH
(3' MIN. RAMP)
PAVEMENT 7' MIN. 1V:10H MAX.
5' MIN.
TRANSITION
6"6"1V:14H MAX.
1V:10H MAX.
5' MIN.
TRANSITION
CURB
SIDEWALK
CURB
SIDEWALK
24"DETECTABLE WARNING
DEVICE (WHERE REQUIRED)
FLARED SIDES 1V:10H MAX.17
C-4013'x3'LANDING* SIDE FLARES TO BE 1:12
WHERE THERE IS NO
LANDING AT TOP OF
RAMP.
GUTTER SLOPE SHALL NOT
EXCEED 5% AT LANDING AREA
1/2" EXPANSION
JOINTS (TYP.)
DETECTABLE WARNING
DEVICE (WHERE REQUIRED)
BOTTOM OF THE RAMP SHALL
HAVE A MAX. 1/4" LIP
ELEVATION
NOTE: PREFABRICATED PANELS
PER A.D.A. ACCESSIBILITY
GUIDELINES SECTION 4.29.2 &
A4.29.2 SHALL BE USED.
NOTES:
1. THE SURFACE OF THE RAMP SHALL HAVE DETECTABLE WARNINGS AS SHOWN. DETECTABLE WARNINGS SHALL
CONSIST OF RAISED TRUNCATED DOMES. SEE DETECTABLE WARNINGS DETAIL.
2. CONSTRUCT PER A.D.A. STANDARDS.
3. REFER TO PLANS FOR ADJACENT SLOPES.
4. THE CROSS SLOPE OF THE RAMP SURFACE SHALL BE NO GREATER THAN 1:50.
5. CONSTRUCTION OF THE RAMP SHALL MATCH ADJOINING SIDEWALK DETAIL.
6. CONCRETE SHALL BE P.C.C. 3500 PSI.
5'-0"
PLAN
MAX.MAX.
1:141:14
1.5% MAX.SURFACES OF RAMP SHALL HAVE A
TRANSVERSE BROOMED SURFACE
TEXTURE (TYP.)VARIESSEE SITE PLANPLAN
SECTION A
5'-0"
MIN. LANDING
7'-0"
TRANSITION
FROM 0" TO 6"
AA
TRANSVERSE AND
LONGITUDINAL CONTRACTION JOINT
NOT TO SCALE
TRANSVERSE AND
LONGITUDINAL DOWELED CONSTRUCTION JOINT
NOT TO SCALE
CONTRACTION JOINT
NOT TO SCALE
PROPOSED PAVING EXISTING PAVING
34" GRADE A36 STEEL DOWEL 14"
LENGTH, 12" O.C. SPACING,
GREASE OR SLEEVE ONE END
SUBBASE
SEE NOTE #1
DOWELED CONSTRUCTION JOINTSEE PLAN FOR SLAB
THICKNESS
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
DNOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT
FOR PAVEMENT SECTION REQUIREMENTS.
VERTICAL SAW CUT
3
8" WIDE (MIN.)
URETHANE
JOINT SEALING COMPOUND
(TOP 14" NO SEALING COMPOUND) 5" TYPICAL (SEE GEOTECHREPORT FORRECOMMENDATIONS12 DEPTHT4#3 BARS ON 18" CTRS. BOTH
WAYS
SUBBASE
SEE NOTE #1
NOTES:
1. JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING
AN EXPANSION JOINT.
2. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR
PAVEMENT SECTION REQUIREMENTS.
SUBBASE
SEE NOTE #1
SEE PLAN FOR SLAB
THICKNESS
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
14" WIDE SAWED OR PREMOLDED JOINT,
12' MAX. SPACING, SEAL JOINTS WITH
POLYURETHANE SEALANT TO WITHIN 14 " FROM TOP.D D4NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
NOTES:
1. THE DETECTABLE WARNING DEVICE SHALL BE LOCATED SO THAT THE NEAREST EDGE OF THE DEVICE IS 6 TO 8 INCHES
FROM THE FACE OF CURB LINE.
2. DETECTABLE WARNING DEVICE SHALL BE 24 INCHES IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE
RAMP OR FLUSH SRUFACE.
3. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEXTURING PRODUCTS CONFORMING TO PROWAG R304.
TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. CONTRACTOR SHALL CONFIRM LOCAL CODES ARE MET.
4. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB & GUTTER AND/OR SIDEWALK, THE EXISTING
CURB & GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT
NO REMAINING SECTION OF CURB OR CURB & GUTTER IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE
REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO
REMAINING SECTION OF SIDEWALK IS LESS THAN 5'.
5. THE PLAN MUST PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE
NECESSARY CONTRAST, EITHER DARK-ON-LIGHT, OR LIGHT-ON-DARK. STANDARD DOME COLOR IS BRICK RED.
6. TRUNCATED DOMES TO BE INSTALLED USING ARMOR TILE CAST IN PLACE DOME TACTILE TILE. PART NUMBER ADA-2424
OR OTHER EQUIVALENT APPROVED MATERIAL. PREFERRED MANUFACTURER ARMOR TILE TACTILE SYSTEMS LANCE
MITCHELL(919)622-4615 UNLESS PAVERS ARE REQUIRED, CONTRACTOR TO VERIFY THAT CURB
RAMPS MEET LOCAL CODES AND ADA REQUIREMENTS.0.2"0.9"Ø0.90"Ø0.45"0.0625 0.09"
TYP.
0.09"
TYP.2.350"
T
Y
P .NOTE:
FIELD LEVEL
MICRO-TEXTURE
41 POINTS PER SQUARE
INCH
1.2625" 1.2625"1.670" TYP. 1.670" TYP.
DETECTABLE WARNING DEVICE
NOT TO SCALE
DETECTABLE WARNING
DEVICE (WHERE REQUIRED)
17
C-401
LONGITUDINAL BUTT JOINT
NOT TO SCALE
23
C-401
VERTICAL SAW
CUT 38" (MIN.)
URETHANE JOINT
SEALING COMPOUND
DOWEL SPACED ON TWO (2)
FOOT CENTER TO CENTER,
6 INCHES OFF TIE BARS.
EXISTING
PAVINGPAVING
PROPOSED
24" LUBRICATED SMOOTH NO. 8 DOWEL BAR
1'-3" MIN.14TTOP 14" NO SEALING
COMPOUND
SAWCUT FULL
DEPTH & CURB
& GUTTER
9"-15"5" TYPICAL (SEE GEOTECH REPORTFOR RECOMMENDATIONS)12 DEPTHNOTES:
1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT
THICKNESS.
2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF
LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION.
3. DOWEL BARS SHALL BE DRILLED & EPOXIED INTO PAVEMENT HORIZONTALLY
BY USE OF MECHANICAL EQUIP.
4. PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE.
#3 BARS ON 16"
ON CENTER EACH WAY LUBRICATE EPOXY
X X X
LANDSCAPE AREA
LANDSCAPE AREA
W IDTH
V
A
RI
ES
(4' MIN.
WI
DTH)
6" STANDUP CURB OR CURB &
GUTTER AS APPLICABLE (SEE
SITE PLAN)PROVIDE 5' SQUARE MINIMUM
LANDING AT TOP OF RAMP FOR
CHANGE IN DIRECTION
EXPANSION
JOINT
S EE SI TE P
L
A
N
1:14 M
A
X
.
S
L
O
P
E
DO N
O
T
E
X
C
E
E
D
TRUNCATED DOMES
BOTH RAMP CURBS TO
BE PAINTED YELLOW, SEE
PARKING LOT STRIPING
SPECIFICATION
EXPANSION JOINT
EXPANSION JOINT
CONTRACTIONJOINT
CONTRAC
T
I
O
N
JOINT
RETURNED CURB ACCESSIBLE RAMP
NOT TO SCALE
15
C-401
4
C-400
17
C-401
24
C-401
24
C-401
24
C-4019
C-400
CONCRETE
SIDEWALK
(ONLY IF REQUIRED)
24
C-401
EXPANSION JOINT
NOT TO SCALE
11
4" MIN.
CLEARANCE
DOWEL SLEEVE (CLOSED
END) TO FIT DOWEL AND
BE SECURED.
TO BE INSTALLED 1'-0" C.C.
24" LUBRICATED NO. 8 SMOOTH
DOWEL
2" (MIN.) 5" TYPICAL (SEE GEOTECH REPORTFOR RECOMMENDATIONS 12 DEPTHNOTES:
1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT
THICKNESS.
2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF
LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION.
3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF
A MECHANICAL EQUIPMENT.
4. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET
CONCRETE NOT ACCEPTABLE.
5. JOINT SPACING TO BE 24'X24' (EVERY OTHER JOINT)
#3 BARS ON 16" ON
CENTER EACH WAY
LUBRICATE THIS END
XX X
12" DECK-O-FOAM EXPANSION JOINT
FILLER W/ PRE-SCORED STRIP OR
OTHER CFA APPROVED MATERIAL
URETHANE JOINT
SEALING COMPOUND
14T22
C-401
KEYED CONSTRUCTION JOINT
NOT TO SCALE
PROPOSED
CONCRETE PAVING
EXISTING ASPHALT
PAVEMENT AND
BASE COURSE
CONTRACTOR TO SAW CUT, REMOVE
AND REPLACE 2' OF EX. ASPHALT
PAVEMENT TO CONSTRUCT KEY JOINT.
2'
REMOVAL
ZONE5" TYPICAL (SEE GEOTECHREPORT FORRECOMMENDATIONS SAWCUT LINE
4:1 SLOPE
0.1
20
C-401
PAVEMENT EDGE DETAIL
NOT TO SCALE
ASPHALT PAVEMENT
AND BASE COURSEPAVEMENT THICKNESSSEE NOTE #112" 10" MINREQUIRED AT ALL JUNCTIONS WITH CONCRETE
NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
THESE DETAILS APPLY TO CONCRETE PAVED LOTS
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
PROFESSION AL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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-401
04/20/23
BUILDING DOWNSPOUT CONNECTION
NOT TO SCALE
30
C-402
CROSSWALK MARKINGS
NOT TO SCALE
ALUMINUM HANDRAIL
NOT TO SCALE
BUTT JOINT
NOT TO SCALE
28
C-402
TYPICAL HMA PAVEMENT SECTION
NOT TO SCALE
27
C-402
CONCRETE PAVEMENT DRIVE-THRU LANE
NOT TO SCALE
26
C-402
31
C-402
32
C-402
34
C-402
33
C-402
1'-0"
60" MIN
LANDING
HORIZONTAL PROJECTION
(RUN)
60"
MIN. LANDING
1'-0"34"-38"HANDRAIL
36" CLEAR
(MIN)
"A"
"B"
ELEVATION
30" MAX. RISE BEFORE A 5'-0" LONG INTERMEDIATE
LANDING IS REQUIRED
SET PIPE IN
CONC.
FOOTING
DETAIL "A"
DETAIL "B"
114"Ø TO 112"Ø
HANDRAIL34"-38"A.F.F.8" SQUARE 3"MIN 1'-0"VERIFY
HANDRAIL
12"
SUBBASE
SEE NOTE #1
6"x6"x6 GAUGE WELDED
WIRE FABRIC SEATED AND
SECURED ON STANDS
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
MIX PER SPECIFICATION.6"2"XX X X
EXTEND BASE 6" BEYOND FOR
APPLICATIONS WITHOUT CURB &
GUTTER, SIDEWALKS, BUILDINGS
OR OTHER STRUCTURES.
2.5" THICK ASPHALTIC
BINDER COURSE (INDOT 402
INTERMEDIATE, TYPE B)
(19.0mm)
1.5" THICK ASPHALTIC
SURFACE COURSE (INDOT 402
HMA SURFACE, TYPE B) (9.5mm)
8" THICK AGGREGATE
BASE COURSE
(INDOT NO. 53 STONE)
IF PRESENT ON-SITE, UNSUITABLE SUBGRADE
MATERIAL SHALL BE REPLACED WITH SUITABLE
MATERIAL AS SPECIFIED IN THE GEOTECHNICAL
REPORT.RISE
4" AGGREGATE BASE COURSE
SEE NOTE #1.
PAINT HANDRAIL
DARK BRONZE
NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE SITE SPECIFIC
GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE, AND
SUBGRADE SECTION REQUIREMENTS.
2. MINIMUM PAVEMENT THICKNESS SHOULD BE 8" GRADED
AGGREGATE BASE, 2.5"ASPHALT PAVEMENT BINDER & 1.5"
ASPHALT PAVEMENT SURFACE COURSE TACK COAT.
NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.34"-38"NOTES:
1. RAMPS & HANDRAILS TO BE IN COMPLIANCE WITH SECTIONS 405 & 505 OF
THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
2. VERIFY ALL STATE & LOCAL REQUIREMENTS FOR RAMPS & HANDRAILS
3. USE ONLY COMMERCIAL GRADE ALUMINUM FENCING WITH DARK BRONZE
POWDER COAT FINISH
SUBBASE
SEE NOTE #1
42"0"
43"
618"
1"
6858"
34" x 34" x .050 PICKET
GRADE
TOP RAILS
114" x 114" CHANNEL
.062" TOP WALL
.078" SIDEWALL41116" SPACING
NOTE:
1. USE ONLY COMMERCIAL GRADE ALUMINUM FENCING WITH DARK
BRONZE POWDER COAT FINISH
2. ALL POSTS TO HAVE 14"Ø WEEP HOLES @ 12" ABOVE FG; WEEP
HOLES TO BE DRILLED AFTER POSTS & RAILS ARE INSTALLED
CONCRETE SIDEWALK
BOTTOM RAILS
11 4" x 114" CHANNEL
.062" TOP WALL
.078" SIDEWALL
PAINT SOLID
MULTI-LANE SPLIT MULTI-LANE MERGE5' 1.5'2.5'5' 1.5'2.5'PAINT SOLID
NOTES:
1. GENERAL CONTRACTOR SHALL REFER TO
PARKING LOT STRIPING SPECIFICATIONS,
SEE DETAIL
2. CONTRACTOR SHALL USE WHITE
REFLECTIVE PAINT ON ASPHALT & YELLOW
REFLECTIVE PAINT ON CONCRETE.
5
C-4.0
TACK COAT (INDOT 406.05)
(APPLY AT 0.05 TO 0.10
GALLONS PER S.Y.)
TO WITHIN 5' FROM BUILDING, REMAINDER
TO BUILDING & HOOKUP IS TENANT RESPONSIBILITY
OPTION "B" - SMALLER BUILDINGS
1% MINIMUM SLOPE
STORM SEWER PIPE (SIZE VARIES)
SEE GRADING PLAN FOR LOCATIONSEE NOTE #2
SEE NOTE #1
45° BEND
(SCH 40 PVC)
2" MAXIMUM
6" SCHEDULE 40 PVC WITH PVC CAP
5"x 6" DOWNSPOUT
1" MIN. DEEP
POLYURETHANE
SEALANT BED
8"8"16" 9" 6"3"SET PIPE IN CONCRETE
FOOTING USING SUPER
POR-ROK GROUT (TYP.);
EMBED 3" MIN.27" MAX.27" MAX.SAWCUT EXISTING ASPHALT
FULL DEPTH FOR CLEAN
CONSTRUCTION JOINT
PROPOSED
ASPHALT PAVEMENT
EXISTING
ASPHALT PAVEMENT
JOINT SEALANT
(AC-20, OR EQUIVALENT)< 4"CONCRETE BOLLARD
NOT TO SCALE
29
C-402
6"° STEEL PIPE
(SCHEDULE 80) FILLED
WITH CONCRETE
PAINT BOLLARD WITH DARK
BRONZE TONE EXTERIOR
ENAMEL PAINT AT DRIVE THRU.
PAINT BOLLARD WITH BRONZE
COLOR AT ALL OTHER
LOCATIONS.
ANCHOR STEEL PIPE
IN CONCRETE FOOTING,
2'-0" DIAMETER x 2'-6" DEPTH
ASPHALT PAVEMENT
APPLICATIONS
CONCRETE PAVEMENT/
SLAB APPLICATIONS
2'-6"6"2'-0"
TROWELED, ROUNDED
CONCRETE
24
C-401
EXPANSION JOINT 3'-0" UNLESS NOTED OTHERWISE5'-0" AT DRIVE-THRU WINDOWMULTI-LANE DIRECTIONAL GRAPHICS
NOT TO SCALE
12" WIDE WHITE STRIPES
@ 36" CENTERS
2.
1.
NOTES:
MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL.
SEE SITE PLAN
AND GUTTER
TYPICAL CURB
3. THESE MARKINGS ARE TO BE PAINTED REFLECTIVE WHITE.
SIGN TO BE PLACED
AT THE LEADING/
TRANSVERSE LINES
OF THE CROSSWALK
PER THE SITE PLANVARIES (6' MIN.)(SEE SITE PLAN)MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE
REQUIREMENTS AND AS OUTLINED IN SECTION 3B OF THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS.
SIGN TO BE PLACED
AT THE LEADING/
TRANSVERSE LINES
OF THE CROSSWALK
PER THE SITE PLAN
2-1/2" SQ. POST
TYPICAL ADA RAMP & HANDRAIL
NOT TO SCALE
NOTES:
1. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER
GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE
TYPES.
2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY
OTHER PIPE TYPE.
3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE
BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING THE RODENT SCREEN.
BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN.
ROLLOVER / MOUNTABLE CURB
NOT TO SCALE
DRIVE-THRU CLEARANCE BAR
NOT TO SCALE
35
C-402
36
C-402
NOTES:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT
SECTION REQUIREMENTS.
2. EXPANSION JOINT FILLER SHALL BE FLEXIBLE, LIGHTWEIGHT, NON-STAINING,
POLYETHYLENE, CLOSED-CELL EXPANSION JOINT
3-12 MOUNTABLE DOME CURB
NOTES
#4's @ 12"O.C.
EACH WAY
(N.T.S.)8" 3"12"
1. PRE-CUT EXPANSION JOINT MATERIAL SHALL BE USED IN ALL
EXPANSION JOINTS.
2. DUMMY JOINTS SHALL BE INSTALLED AT 10 ft. INTERVALS,
MAXIMUM.
3. INSTALL EXPANSION JOINTS EVERY 40 ft., MAXIMUM, AT ENDS
OF RADIUS, AND A MINIMUM OF 5 ft. FROM INLET STRUCTURES.
4. BREAK AS NEEDED TO ENSURE POSITIVE DRAINAGE
5. CONCRETE TO BE 5,000 P.S.I. 6. MOUNTABLE CURB TO BE
PAINTED YELLOW.
13" x 13" x 3 4" STEEL BASE PLATE W/ (4) 34"Ø ANCHORS ON 9" CENTERS
IN EA. DIRECTION8'-9"9'-0"8" FROM BACK OF CURB2'-0"ETCHED PLATE ON REAR OF CENTER SUPPORT; SEE SIGN STANDARDS
PIVOT
9'-0" CLEARANCE
FLAT CUT ALUMINUM COPY ON FACE OF ARM FACING
ENTRY TO DRIVE-THRU TO MATCH SW #5403 GRAY
DRIVE-THRU LANE
9'-0"
3" x 3" x 316" HSS w/ CAPPED ENDS
6" x 6" x 316" HSS w/ 38" STEEL
CAP PLATE
34"Ø x 36" HEADED ANCHOR BOLTS w/ 3 12"
PROJECTION ABOVE GRADE; #4 TIES @ 12" O.C.
2'-0"Ø x 4-0" DEEP CONC. PIER FOUNDATION; VERIFY PIER SIZE
w/ GEOTECHNICAL REPORT PRIOR TO CONSTRUCTION
NOTES:
1. ENTIRE CLEARANCE BAR & HARDWARE TO BE POWDER COATED QPC P-820 MATTE BLACK FINISH
2. CLEARANCE BAR ARM TO ROTATE WHEN STRUCK & RETURN TO ORIGINAL POSITION
3. COORDINATE w/ THE ARCHITECT & STRUCTURAL ENGINEER
25
C-402
CONCRETE APRON AT TRASH ENCLOSURE
NOT TO SCALE
ASPHALT PAVEMENT
AND BASE COURSE
#4 REBAR FOR CONTINUOUS
REINFORCEMENT OF THICKENED
EDGE
6" SUBBASE
SEE NOTE #1
#3 @ 12" ON CENTER
EACH WAY
4000 PSI COMPRESSIVE
STRENGTH CONCRETE
12" 7"MIN.6" AGGREGATE BASE COURSE
SEE NOTE #1.10" MIN9"PAVEMENT THICKNESSSEE NOTE #1NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2"3"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
PROFESSION AL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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-402
04/20/23
40
C-403
DRIVE-THRU ORDER POINT ISLAND
NOT TO SCALE
SCREENED REFUSE ENCLOSURE (DRAINAGE ALT.)
NOT TO SCALE
38B
C-403
SCREENED REFUSE ENCLOSURE (ALT.)
NOT TO SCALE
38A
C-403
41
C-403
6" PIPE BOLLARD
FILLED w. CONCRETE
PAINTED DARK BRONZE
6"
6" PIPE BOLLARD
PAINT 2" TOP OF
CURB YELLOW
PAINT FACE OF
CURB YELLOW12"CANOPY ABOVE
MENU BOARD
ISLAND CURB ELEVATION3'-0" 8'-0"
ISLAND PLAN
29
C-402
12 - 18"3'3' 3' 7.5'LOOP
1.5 x 5 FEET
9' - 9.5'
MENU BOARD
MICROPHONE
SPEAKER
D RIVE
THRU
L
A
N
E
C ONC
R
E
T
E
P
A
VI
NG
1
2
2
5
3
4
6
7
1
2
3
4
5
6
7
PREFAB (FOLDED) LOOP (1.5' x 5')
1/2" PVC COUPLING
1/2" PVC SLEEVE COUPLING
1/2" PVC TUBING (3' LENGTH)
1/2" PVC CORNER FITTING
1/2" PVC 90° ELBOW
1/2" PVC TUBING (2' LENGTH)
PARTS LIST
NOTES:
1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION
LOOP MANUFACTURED BY MH ELECTRONICS, INC.
2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR
INSTALLATION.
CONDUIT FROM
BUILDING
MENU BOARD
FOUNDATION
MENU BOARD
LOOP
SUPPORT
VEHICLE LOOP
DETECTOR
DRIVE THRU LANE
CONCRETE PAVING 2" CLEAR BETWEEN
LOOP AND SURFACE
PLAN VIEW
SECTION VIEW ISOMETRIC VIEW
3' CLEAR PERIMETER, FREE
FROM REBAR, WIRE SCREEN,
REINFORCING BARS, ELECTRIC
CABLE OR METAL OBJECTS.
1
4
2
5
C JC JC
J
C
J
EJ
EJEJ EJ 6'12'
CONC. SLAB
POURED W/
ISLAND
RESUME TYP.
CJ PATTERN
RESUME TYP.
CJ PATTERN
EXTEND CJ
THROUGH CURB
(TYP.)
EQ
TYP
4'-0"
TYP
EQ
TYP
EDGE OF SPREAD
FOOTING
BLOCK LEDGE
SAW JOINT
0'-6"
TOP OF SLAB
0'-0" TOP OF
SLAB
12'-1012"8"512"
34'-0"1'-0"2'-0"2'-0"
TYP.EQUALEQUAL 35'-0"EQUAL 10'-0" 10'-0" 13'
6'-8" 8" 8"
13' 8"
8"
512"
12'-1012"
IF INTERIOR DRAIN IS NOT
REQUIRED, OMIT 8" BLOCK WIDTH
AT FLOOR LEVEL BOTH SIDES,
FOR DRAINAGE OUTSIDE OF
DUMPSTER AREA.6'-3"RAMP1:120'-6"
TOP OF SLAB
6" THICK 4000 PSI CONCRETE
APPROACH PAD WITH #3's @
12" ON CENTER EACH WAY
+6" TOP
OF SLAB
NOTES:
1. ARCHITECT SHALL VERIFY SIZE & COORDINATE WITH
STRUCTURAL ENGINEER.
2. RE: CIVIL FOR DRAINAGE.
8"
GATE POSTS
FOUNDATION
RE: CIVIL
EDGE OF FOOTING
BELOW
PIPE BOLLARDS EMBED
BOLLARDS IN 18" DIA. x
3'-6" CONCRETE FILLED
HOLE
34'-0"
8"
12' 3 1/2" 12' 3 1/2" 8'-0"
3'-9" 4'-0"9'-2"4'-0" 4'-5"
8"
2'-0"
TYP.
8"
8"
25'-4" 6'-8"8"
8"8" 8'-8" 8"10'-0"6"2'-0"
TYP.
8"8"2'-0" TYP. 8" 8"10'-0" SAW CUTRE: CIVIL13'-4"9"TYP.9"
3"3"
SAW JOINT
2'-0"
TYP.2'-0"TYP.SAW JOINT EQUAL EQUAL6" THICK 4000 PSI CONCRETE
APPROACH PAD WITH #3's @
12" ON CENTER EACH WAY 35'-0"IF INTERIOR DRAIN IS
NOT REQUIRED, OMIT
8" BLOCK WIDTH AT
FLOOR LEVEL, BOTH
SIDES, FOR DRAINAGE
OUTSIDE OF
DUMPSTER AREA.
CONNECT FLOOR DRAIN TO STORM DRAIN
SYSTEM, PER LOCAL REQUIREMENTS
CJ = CONTRACTION JOINT
EJ = EXPANSION JOINT
MENU BOARD LOOP DETECTION SYSTEM
NOT TO SCALE
39
C-403
MENU BOARD LOOP DETECTION SYSTEM (ISO. VIEW)
NOT TO SCALE
1
2
3
4
5
6
7
PREFAB (FOLDED) LOOP (1.5' x 5')
1/2" PVC COUPLING
1/2" PVC SLEEVE COUPLING
1/2" PVC TUBING (3' LENGTH)
1/2" PVC CORNER FITTING
1/2" PVC 90° ELBOW
1/2" PVC TUBING (2' LENGTH)
PARTS LIST
NOTES:
1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION LOOP MANUFACTURED BY MH
ELECTRONICS, INC.
2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.
CLEAN-OUT OUTSIDE OF BUILDING
NOT TO SCALE
46
C-403
PIPING IS FREE OF C.O.
COVER SUCH THAT
LOADING IS NOT
TRANSMITTED TO PIPING.
COMBINATION, TYP.
SANITARY
4" THICK CONCRETE PAD CLEAN OUT AND COVER,
P-15, PRIME AND PAINT
FLAT BLACK.
cl
NOTE: SEE PLUMBING PLANS FOR GREASE TRAP DETAIL
TYPICAL SECTION AT MANHOLE
AROUND
TRANSITION
TYP. ALL
3'-0"
AROUND
AGGREGATE
BASE COURSE
ASPHALT PAVEMENT
AGGREGATE BASE
COURSE
FLUSH
ASPHALT PAVEMENT
FLUSH
WASHED STONE
ALL AROUND
NON-WOVEN
FILTER FABRIC
1" DIA. WEEPHOLE
(4 REQ'D.)
TYPICAL SECTION AT INLET/CATCH BASIN
ASPHALT PAVING
SECTION. SEE
27
C-402
8"8"
TYPICAL SECTION @ BASINS
NOT TO SCALE
45
C-403
SCREENED REFUSE ENCLOSURE
NOT TO SCALE
38
C-403
REFUSE ENCLOSURE PLAN NOTES:
1. SEE SITE PLAN FOR LAYOUT OF CONC. LOADING PAD.
2. SEE GRADING PLAN FOR ELEVATIONS ON DUMPSTER PAD & DRAINAGE OF INTERIOR TRASH ENCLOSURE.
3. PROVIDE POSITIVE DRAINAGE ON APPROACH PAD AWAY FROM DUMPSTER.
4. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS ON ENCLOSURE; COORDINATE & VERIFY SIZE WITH ARCHITECT &
STRUCTURAL ENGINEER.
5. GENERAL CONTRACTOR SHALL DRILL HOLES FOR GATE PINS IN BOTH THE OPEN & CLOSED POSITION.SAW JOINT2'-0"TYP.2'-0"
TYP.SAW JOINTEQUAL 6" THICK 4000 PSI CONCRETEAPPROACH PAD WITH #3's @12" ON CENTER EACH WAY35'-0"
37
C-403
TOP/SLAB
(SEE FDN. PLAN)4"U.N.O.BLDG. LINE
SEE FDN. PLAN
FOR REINF.
5'-0" MIN.
MATCH SIDEWALK SECTION
FOR CONCRETE (4" MIN.)
6"x6"x6 GAUGE WELDED WIRE FABRIC
SEATED AND SECURED ON STANDS
2"PCC SIDEWALK
IF REQUIRED
MAX. 1.5% SLOPE
2" XPS RIGID FOAM INSULATION
MATCH SIDEWALK SECTION FOR
AGGREGATE BASE (4" MIN.)
PREPARED AND COMPACTED SUBGRADE
NOTE:
1. CONTRACTOR HAS THE OPTION TO DRILL, SET AND EPOXY GROUT DOWEL, IF NOT INSTALLED
WHEN THE BUILDING SLAB WAS POURED.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DOOR LOCATIONS
DOOR STOOP SHALL EXTEND 12" PAST EACH SIDE OF DOOR MIN. STOOP TO BE SEPARATED ON
ALL SIDES WITH 1/4" EXPANSION JOINT MATERIAL, TOPPED WITH SEALANT
3. USE A 10'X5' SLAB MINIMUM AT A DOUBLE DOOR ENTRY.
4. USE A 5'X5' SLAB MINIMUM AT A SINGLE DOOR ENTRY.
5. DOWELS TO BE INSTALLED INTO THE BUILDING FOUNDATION ONLY. THE REMAINING THREE
SIDES OF THE SLAB DO NOT GET TIED TO THE SURROUNDING SIDEWALK.
ENTRY DOOR FROST SLAB DETAIL
NOT TO SCALE
1/2" DIA DOWEL @
2'-0" ON CENTER
DOWEL TO BE SET AT TIME
OF BUILDING SLAB POUR OR
DRILL, SET, EPOXY GROUT
DOWEL INTO EXISTING SLAB
X X X X
6"
MIN.
X X
6"
MIN.
ALIGN EDGE OF SLAB TO CLOSEST JOINT
OR BACK OF CURB
DRIVE-THRU PLAN - FLUSH WITH FFE
NOT TO SCALE
42
C-403
0'-6"
1'-0" 45°C.J.C.J.C.J. 2.0%X-SLOPE19'-0"
LANDING
15'-0"
RAMP
12'-0"19'-0"
LANDING
38'-0"
2'-0" CHAMFER
C.J.6" HEADER
CURB
END 24" CURB &
GUTTER
6"Ø BOLLARD
CONCRETE
DRIVE-THRU LANE
VARIES PER
BUILDING
EL. = 0" EL. = 0"
EL. = 0"EL. = -2"
EL. = -8"
EL. = -8"
EL. = -2"
FACE OF BUILDING
15'-0"
RAMP
FACE OF CURB
NOTE:
1. ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0'.
2. FOR LC FOOTPRINT DECREASE LANDING FROM 38' TO 30'. LANDING
SHOULD REMAIN CENTERED ON DRIVE-THRU WINDOW.
6" HEADER
CURB
24" CONCRETE CURB
& GUTTER C.J.DRIVE THRU BUMP
19'-0"
LANDING
9'-6"
TYP ON LANDING
43
C-403
DRIVE-THRU ISOMETRIC
NOT TO SCALE
R AMP
U
P
R AMP
D
N
1 2'
1 2'
6"
CON
CR
E
T
E
P
A
V
E
M
E
N
T
O F DRI
V
E
T
H
R
U
C ENTE
R
LI
N
E
12'
1 '-0 "CR
OSS
SL
O
P
E
2%
CJ
CJ
CJ
1'-2"
24" CONCRETE
CURB & GUTTER
6"
AGGREGATE BASE COURSE
SEE NOTE #1.
NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
2. FOR LC FOOTPRINT DECREASE LANDING FROM 38' TO 30'.
LANDING SHOULD REMAIN CENTERED ON DRIVE-THRU WINDOW.
6" HE ADER
CUR B
BOLLAR
D
ASP
H
A
L
T
PAV
E
M
E
N
T
C ONCR
E
T
E
A
R
E
A
V ARIAB
L
E
H
EI
G
H
T
HE ADER
C
U
R
B,
D RIVE -THRU
W IN DOW
OR
A UTOM
A
TI
C
D OOR
12' MI
N
.
TO
F
A
C
E
O
F
CUR
B
DOU
B
L
E
L
A
N
E
:
25' TO F
A
C
E
O
F
CU
R
B
2"
CJ
HE ADER
CURB,
V ARI ABLE
HEIGH
T
C ONCR
E
T
E
AREA
B UILDI
N
G
F ACE
1 9' C ONCR
E
T
E
L ANDI
N
G
1 9'
C ONCR
E
T
E
L ANDI
N
G
CJ
CJ
SIN
G
LE
LA
N
E
:
10' MI
N. WI
T
H
NO
CUR
B
(SE
E
C
I
VIL
P
L
A
N
F
O
R
D
I
M
E
N
S
I
O
N
S
)
DRIVE-THRU PLAN - 2" BELOW FFE
NOT TO SCALE
44
C-403
0'-6"
1'-0"45°C.J.C.J.C.J.2.0%X-SLOPE10'-0"
LANDING
12'-0"
RAMP
12'-8"10'-0"
LANDING
20'-0"
2'-0" CHAMFER
C.J.6" HEADER
CURB
END CURB &
GUTTER
6"Ø BOLLARD
CONCRETE
DRIVE-THRU LANE
1'-2"
EL. = -2" EL. = -2"
EL. = -2" EL. = -2"
EL. = -8"
EL. = -8"
EL. = -2"
NOTE: ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0'
FACE OF CURB
FACE OF BUILDING
12'-0"
RAMP
EQUAL EQUAL
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
PROFESSION AL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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-403
04/20/23
CLEANOUT DETAIL
CLEAN-OUT PLUG
SQUARE BY GENERAL
6" THICK x 2'-0"
CONCRETE PAD
1/8 BEND
SANITARY / STORM PIPE
CONTRACTOR
CLEANOUT COVER BT VALCO,
INC OR APPROVED EQUAL
24" CONCRETE CURB
& GUTTER
CONCRETE FOR RADIUS PROTECTION
SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 P.S.I. AT 28 DAYS.
SUBBASE PREPARED AND COMPACTED TO A MINIMUM
DENSITY OF 95% MODIFIED PROCTOR OR AS
SPECIFIED BY A GEOTECHNICAL ENGINEER
SEE NOTE #1
RADIUS PROTECTION APRON SHALL MEET
THE MINIMUM LENGTH AND WIDTH
DIMENSIONS AS PROVIDED ON THE SITE
PLAN.
EXPANSION JOINTS AT 20' MAX. & ALL P.C.s,
UNLESS APPROVED OR INDICATED OTHERWISE
ON PLAN VIEW JOINT PATTERN.
PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS INDICATED
OTHERWISE
CONTRACTION JOINTS
AT 5' MAX. SPACING
90°
90°2'R(TYP.)3.0' MIN.CROSS SECTION
PLAN VIEW
3.0'12"LIGHT BROOM FINISH
NOTE:
1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
SEE GEOTECHNICAL REPORT FOR THICKNESS OF
AGGREGATE UNDERNEATH PAVEMENT AND CURB
AND GUTTER
EXPANSION JOINT
LANDSCAPE & IRRIGATION PROTECTOR
NOT TO SCALE
49
C-404
11
C-400
24
C-401
50
C-404
SOLID PLASTIC WHEEL STOP
NOT TO SCALE
6'-0 "4-12"7"
(3) 8" LAGS FOR CONCRETE PAVEMENT OR 12"
GALVANIZED PLATED SPIKES FOR ASPHALT
PAVEMENT REQUIRED FOR EACH WHEEL
STOP. SEE MANUFACTURER'S INSTRUCTIONS
FOR INSTALLATION.
NOTES:
1. MATERIAL: SOLID POLYETHYLENE
2. WHEEL STOP COLOR: YELLOW
3. MANUFACTURER - PLASTICS-R-UNIQUE, INC.
352 MILL STREET
WADSWORTH, OH 44281
CONTACT - BOBBIE PERTIE
330-334-4820 PHONE
330-334-4720 FAX
4. USE ONLY MANUFACTURER SUPPLIED LAGS AND
SPIKES
5. PRE-DRILL HOLES THROUGH PARKING SURFACES
(3 4" BIT FOR LAGS AND 38" BIT FOR SPACES)
6. FILL PRE-DRILLED HOLES WITH HEAVY DUTY
CONSTRUCTION ADHESIVE SUCH AS PL400 2'-0"2'-0"NOTE:
WHEEL STOPS ONLY TO BE USED WHEN
NO OTHER PRACTICAL OPTION EXISTS
MEAL DELIVERY AREA - DT LANE STRIPING
NOT TO SCALE
48
C-404
DRIVE-THRU STRIPING
NOT TO SCALE
47
C-404
STORM WEEP HOLE DETAIL
(PROFILE VIEW)
NOT TO SCALE
51
C-404
STORM WEEP HOLE DETAIL
(PLAN VIEW)
NOT TO SCALE
52
C-404
PRE-CAST CATCH BASIN PER
D.O.T. HEAVY DUTY TRAFFIC
RATING.
CONFORMING TO ASTM C478
FABRIC OR EQUAL
NON-WOVEN FILTER
MIRAFI 140N
PROFILE VIEW
MIRAFI 140N
NON-WOVEN FILTER
FABRIC OR EQUAL
1" DIA. WEEPHOLE (4 REQ'D.)
(3 REQ'D. AT CURB INLETS)
PRE-CAST CATCH BASIN PER
D.OT. HEAVY DUTY TRAFFIC
RATING.
CONFORMING TO ASTM C478
CATCH BASIN / MANHOLE
FRAME & GRATE
PLAN VIEW
1" DIA. WEEPHOLE (4 REQ'D)
(3 REQ'D. AT CURB INLETS)
NOTE:
REQUIRED AT ALL STORM
SEWER STRUCTURES
LOCATED WITHIN PAVED
AREAS NOTE:
REQUIRED AT ALL STORM
SEWER STRUCTURES
LOCATED WITHIN PAVED
AREAS
BASE COURSE AGGREGATE
(PER PAVEMENT TYPICAL SECTION)
EXISTING SUBBASE
PRECAST CONCRETE STRUCTURE
WASHED STONE
BASE COURSE
AGGREGATE
(PER PAVEMENT
TYPICAL SECTION)
BASE COURSE
AGGREGATE
(PER PAVEMENT
TYPICAL SECTION)
DISTANCE BETWEEN RIM ELEVATION
AND TOP OF WEEP HOLE:
- STRUCTURES ≥ 4' DIA.: 2.5'
- STRUCTURES < 4' DIA.: 2.0'
DISTANCE BETWEEN RIM ELEVATION
AND TOP OF WEEP HOLE:
- STRUCTURES ≥ 4' DIA.: 2.5'
- STRUCTURES < 4' DIA.: 2.0'
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
PROFES SIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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-404
04/20/23
SEASONAL HIGH GROUNDWATER
TABLE
4. WASHOUT AREA(S) SHALL BE INSTALLED IN A
LOCATION EASILY ACCESSIBLE BY CONCRETE
TRUCKS.
5. ONE OR MORE AREAS MAY BE INSTALLED ON THE
CONSTRUCTION SITE AND MAY BE RELOCATED AS
CONSTRUCTION PROGRESSES.
6. AT LEAST WEEKLY REMOVE ACCUMULATION OF
SAND AND AGGREGATE AND DISPOSE OF PROPERLY.
NOTES:
1. CONTAINMENT MUST BE STRUCTURALLY SOUND
AND LEAK FREE AND CONTAIN ALL LIQUID WASTES.
2. CONTAINMENT DEVICES MUST BE OF SUFFICIENT
QUANTITY OR VOLUME TO COMPLETELY CONTAIN
THE LIQUID WASTES GENERATED.
3. WASHOUT MUST BE CLEANED OR NEW FACILITIES
CONSTRUCTED AND READY TO USE ONCE
WASHOUT IS 75% FULL.
10 MIL
SHEETINGPOLYETHYLENE
12" MIN
ALL AROUND
WASHOUT SIGNPLAN
TYPICAL SECTION
CHANNEL POST
AT WASHOUT AREAIN A PROMINENT LOCATION
SIGN SHALL BE PLACED
FINISH GRADE
3'-0" MIN
SOIL
EMBEDMENT
7'-0" TO
BOTTOM OF SIGN
GALVANIZED "U"
BACKGROUND
ON WHITE
BLACK LETTERS12"18"
SHALLWASHOUT HERE
ALL CONCRETETRUCKS
AGGREGATE
12" MAX
18"±
EXISTING GRADE
(TYPICAL)
6" MIN EMBEDMENT
AGGREGATE
6" MIN DEPTH
30"±
10 MIL
WOOD STAKE (TYPICAL)
SHEETING
POLYETHYLENE
VARIES10' MIN.
ANCHOR SHEETING
WITH 2"x2"x4'
STAKES AS NEDDED
CONCRETE WASHOUT AREA
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
PROFES SIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
EROSION CONTROL
DETAILS
C-500
04/20/23
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
PROFES SIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
STANDARD
CONSTRUCTION DETAILS
C-501
04/20/23
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
PROFES SIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
STANDARD
CONSTRUCTION DETAILS
C-502
04/20/23
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
PROFES SIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
STANDARD
CONSTRUCTION DETAILS
C-503
04/20/23
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
PROFES SIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
STANDARD
CONSTRUCTION DETAILS
C-504
04/20/23
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
PROFESSIONAL E N GINE ERJO SEPHF.VAVRINA
,IIIREGISTERED
INDIAN 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
EX-300
EMERGENCY FLOOD
ROUTING EXHIBIT
FOR CONSTRUCTION
04/20/23