HomeMy WebLinkAboutC800 Construction Details-C802DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET DETAILSSECTIONS FOUR A & FOUR BC802
55115PYT-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/18/20DP
IT
E
S
G
E
E
O
TS R
P
RTE
W
LE
D
E
HVADIRJ .ADNINAI EEG NIRENOILA NS
F
EPRO STATE OF
S
File Name:S:\55115-PYT-S4\DWG\C800 Construction Details.dwg - C802Modified / By:August 14, 2020 1:32:44 PM / dmetzPlotted / By:August 14, 2020 3:00:26 PM / Darren Metz04/29/20REVISED PER TAC COMMENTSDSM05/13/20REVISED PER CLIENT COMMENTSDSMNOTES:
INTEGEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE
SIMILAR SHAPE
CURVE ALL EXPOSED SURFACES
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' ON RADII OTHERWISE EVERY 10'
MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50'
MAXIMUM.
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM
CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING
CONCRETE
SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL
RESPECTS
FLOW
GUTTER TO BE FORMED TO
ENSURE DRAINAGE AWAY
FROM CURB
6-1/2"24"
18" RADIUS3" TOP SOIL
10"COMPACTED
BACKFILL CLASS "A"
CONCRETE
CONCRETE ROLL CURB & GUTTER
(REVERSE LIP)
NOT-TO-SCALE
TRANSVERSE CONTRACTION JOINTS
TOP OF CURB
CURB JOINT DETAIL
MAX. 50'
TRANSVERSE EXPANSION JOINTS
PAVEMENT
*****
*****
BOTTOM OF CURB
WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION AND
CONTRACTION JOINTS SHALL BE PLACED AT THE SAME LOCATIONS AS IN THE
PAVEMENT SLABS. THE CURB AND GUTTER SHALL BE TIED TO THE PAVEMENT BY
1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE
PAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION
JOINTS SHALL BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT
TO EXCEED 50 FEET. CONTRACTION JOINTS ON TANGENT SECTIONS SHALL BE
INSTALLED AT 10 FOOT MAX. SPACING. CONTRACTION JOINTS ON RADII SHALL BE
INSTALLED AT 5 FOOT MAX. SPACING.
MAX. 50'*****
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:
THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE
TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS
(ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART
OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE
PIPE BE LESS THAN 2.5 FEET.
NOTE:
ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL
CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.
THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW
THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED CITY RIGHT-OF-WAY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE
HIGHWAYS, CITY, AND COUNTY PERMITS HAVE BEEN OBTAINED BY THE
DEVELOPER PRIOR TO START OF CONSTRUCTION.
SIDEWALK NOTE:
1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT JOINTS 1/4 THE
THICKNESS OF THE CONCRETE SIDEWALK.
2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE THICKNESS OF THE
PROPOSED DRIVEWAY WHICHEVER IS THICKER.
BITUMINOUS PAVEMENT
1.5"-165#/SYD. HMA BITUMINOUS SURFACE 9.5 mm ON
2"-220#/SYD. HMA BITUMINOUS INTERMEDIATE 19.0 mm ON
3"-330#/SYD. HMA BITUMINOUS TYPE 'B' BASE 25.0 mm ON
6" COMPACTED AGGREGATE #53 BASE ON
COMPACTED SUBGRADE OR TREATED SUBGRADE
TYPICAL PAVEMENT
CROSS-SECTION
(INCLUDING ALLEY)
PER LEGACY PUD
MONOLETHIC CURB AND WALK
CURB & WALK DETAIL
NO SCALE
SEE PLANS
OF TOTAL THICKNESS OF SLAB @ 6-0" MAX.
REBAR AND WELDED WIRE FABRIC SHOULD BE
STOPPED 2" SHORT OF AN EXPANSION JOINT.
@ 48'-0" MAX. AND @ ENDS OF RADII.
SHALL HAVE 1/2" EXPANSION JOINTS
CONSTRUCTION JOINTS SHALL BE CUT 1/4 DEPTH18"REBAR
3"2 - #4
NOTES:
6"1.
2.
3.
45°
3"
6"
2" RAD.3"6"CLR.CONTROL JOINT
6"
AGGREGATE SIZE #53
4" OF COMPACTED
6x6 W1.4xW1.4xW.W.F.
1 1/2"4"AS INDICATED ON THE DRAWINGS.
PROVIDE A EXPANSION JOINT AT INTERSECTION WITH
ANOTHER SIDEWALK, BETWEEN WALKS, BUILDINGS,
5.
STORM STRUCTURES, AND AT SUCH OTHER POINTS
EACH FINISHING OPERATON.
4.
OF SIDEWALKS SHOULD BE HAND-TOOLED AFTER
CONTROL JOINTS, EXPANSION JOINTS AND EDGES4"
PAVEMENT
4"
AGGREGATE SIZE #53
4" OF COMPACTED 1" PREFORMED JOINT FILLER WITH SEALER.
NOT-TO-SCALE
ALL PAVING IS TO BE COMPLETED
IN ONE PAVING SEASON.
COMPACTED SUBGRADE
6" COMPACTED AGGREGATE #53 BASE
2" - 220#/SYD. HMA BITUMINOUS INTERMEDIATE
1.5" - 165#/SYD. HMA BITUMINOUS SURFACE
NOT-TO-SCALE
PAVEMENT COMPOSITIONS
3" - 330#/SYD. HMA BITUMINOUS TYPE 'B' BASE
NOT-TO-SCALE
24"x64" INLET DOUBLE
CURB INLET
SIDE VIEW
PLAN VIEW
76.0"24.0"8.0"76.0"24.0"6.0"6.0"PLAN VIEW
76.0"24.0"6.0"6.0"36.0"36.0"6.0"6.0"6.0"6.0"64.0"8.0"SIDE VIEW
NOT-TO-SCALE
24"x64" DOUBLE INLET
FLAT TOP
NOT-TO-SCALE
60" I.D. MONOLITHIC BASE
SIDE VIEW
PLAN VIEW
72.0"60.0" - BASE/8" - 60"8.0"PLAN VIEW
14.0"SIDE VIEW
NOT-TO-SCALE
DOUBLE CURB INLET MANHOLE
60" I.D. FLAT TOP
w/ (2) 24" SQUARE HOLE
CASTINGS SUPPLIED BY CUSTOMER
NOTE: OPENINGS BASE ON PIPE O.D.+4"
NOTE: HOLES FOR PIPE UNDERDRAINS SUPPLIED IF REQUIRED.
24 X 24 SQ. OPENING
12-#5 REBAR
AROUND OPENINGS
#4 BARS @ 6" C.C. EACH WAY
(2" CLEAR I.B.)
Ø60.0" I.D.
M.A. INDUSTRIES PLASTIC STEPS 16" O.C.
24 X 24 SQ. OPENING
8-#5 REBAR AROUND OPENING
7.0"72.0"#4 BARS @ 6" C.C. EACH WAY
(2" CLEAR I.B.)