HomeMy WebLinkAboutC-402 - CHICK-FIL-A STANDARD CONSTRUCTION DETAILSBUILDING DOWNSPOUT CONNECTION
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CROSSWALK MARKINGS
NOT TO SCALE
ALUMINUM HANDRAIL
NOT TO SCALE
BUTT JOINT
NOT TO SCALE
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TYPICAL HMA PAVEMENT SECTION
NOT TO SCALE
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CONCRETE PAVEMENT DRIVE-THRU LANE
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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"
11
4"Ø TO 11
2"Ø
HANDRAIL34"-38"A.F.F.8" SQUARE 3"MIN1'-0"VERIFYHANDRAIL
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"XXXX
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.RISE4" 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"
61
8"
1"
685
8"
3
4" x 3
4" x .050 PICKET
GRADE
TOP RAILS
11
4" x 11
4" CHANNEL
.062" TOP WALL
.078" SIDEWALL
411
16" 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 11
4" 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
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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
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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
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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) 3 4"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 3 16" HSS w/ CAPPED ENDS
6" x 6" x 3 16" HSS w/ 3 8" STEEL
CAP PLATE
3 4"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
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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
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-402