HomeMy WebLinkAboutC-404 - CHICK-FIL-A STANDARD CONSTRUCTION DETAILSCLEANOUT 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 3 8" 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
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-404