HomeMy WebLinkAboutC800 Construction DetailsI
Transverse Joint
Transverse Joint
6
rse Jo
Spocrng Between
Tronsverse Joints
1/4"
Shall Not Exceed
3 TOP SOIL
1.25 Times Width
i
COMPACTED BACKFILL�
BITUMINOUS PAVEMENT
CONCf
CA
CLASS "A'
CONCRETE
6'
MINIMUM
STRAIGHT CONCRETE
CURB
NO SCALE
NOTES INTEGRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE
ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL
CONCRETE CURB POLICY
STANDARD
DRAWING
10 -13
I
Transverse Joint
Transverse Joint
rse Jo
rse Jo
Spocrng Between
Tronsverse Joints
Shall Not Exceed
1.25 Times Width
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STATE OF [[4�
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0'e N I A
Ninuniulun0
3' CONCRETE DRAINAGE SWALE
(NO SCALE)
Schneider
Date 12/06/06
1 O n
6
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO THAT THEY DO NOT
CONTACT THE LATERAL OR LATERAL CAP.
NEENAH R- 1972 -AL OR EAST JORDAN V- 1601 -1
WITH SEWER ON CASTING
aII, 1
36" x 36" x 6 CONCRETE
APRON WITH FIBERMESH
REINFORCEMENT.
SEE PLAN FOR
FINISHED ELEVATION
6"
COMPACTED SUBGRADE
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f.".1%.:11!..; 110:17 W.:11%1 in in W.:
r r 1.1N, r r r. s e a r►
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szfz -R Si'.iR �.i,.tE ir'i' a�i� -ii
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r/ ;ter f�/„I i ►..SzI:;A :e e.;
s_i s _a a 1_a a_a a_a Drs-a=.
4 ,4e I ckforZIfIcI ir.
6" PVC CAP FINAL GRADE
_c all,
#8 STONE BELOW CONCRETE
APRON TO PREVENT
SETTLING. EXTEND TO
UNDISTURBED EARTH. (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
CLEANOUT TYPE 2
MINIMUM 1" CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
TRACER WIRE
TYPE 2 CLEANOUT DETAIL
6" PVC PIPE
1 O n
(6" X 6" X 6 TEE -WYE
6" SEWER LATERAL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
N
REGIONAL
File T \6K\ 6366\ 001 \DWGS\DETAILS\ IN- DTLS.DWG
MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY
FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS,
SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE
UTILITY, 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. IF THE STANDARD PRACTICE OF THE UTILITY
THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT,
THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE
REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH
WRITTEN PERMISSION BY THE CITY ENGINEER.
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. EVIATIONS
FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A
DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL
APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH EVIATION SHALL BE
INCLUDED AS A REQUIREMENT ON AS- BUILT /RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES
OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE
AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE.
THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING
INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY
OF CARMEL.
STORM SEWER NOTES:
FULL DEPTH GRANULAR BACKFILL SHALL BE PER DETAIL 10 -28 ON THIS SHEET. REFER TO
DETAIL 10 -28, THIS SHEET, FOR TRENCHING, BACKFILL AND COVER REQUIREMENTS. PIPES
LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND DOES
NOT INCLUDE END SECTIONS.
THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET
PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE
RIGHT -OF -WAY WITH THE EXCEPTION OF CURB INLET CASTINGS.
WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREAS
AND WITHIN RIGHT -OF -WAY
BEDDING, HAUNCHING, INITIAL BACKFILL
Bedding, Haunching and initial backfill requirements and compaction for water mains, water
service laterals, sanitary mains and sanitary service laterals shall be in accordance with the
standard practice of the utility that has jurisdiction over the installation.
FINAL BACKFILL
Final backfill for water mains, water service laterals, sanitary mains and sanitary service
laterals under and within 5 -feet of pavement or sidewalk or other paved areas and for all
installations within City right -of -way shall be B- Borrow for Structure Backfill meeting the
material requirements of the INDOT. The material shall be approved by the City of Carmel
Department of Engineering at time of installation. Final backfill shall be compacted in
6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth
of the material placed. The backfill for the top 6- inches of the excavation below the start
of the aggregate sub -base of the pavement shall be No. 53 Stone meeting the material
requirement of the INDOT and shall be compacted to not less than 95% Standard Proctor
Density. If the standard practice of the utility that has jurisdiction over the installation has
a more stringent backfill requirement, the more stringent requirement shall govern.
rAVAVAVAVA
YAViVA7AVAVAY AV WAV0AVAVAV AYA AAA
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eto
LOCAL STREET
PAVEMENT SECTION
(NO SCALE)
NOTE: A MINIMUM OF 36 INCHES OF
UNDISTURBED COVER TO BE
MAINTAINED ABOVE PIPEUNES AT ALL
TIMES
*ALL PAVING IS TO HE COMPLETED IN ONE PAVING SBASCM
rA AverAvo.00vAvA•AlrAorA A AvAvA AyAvA AAA AvA•A AvAo•Avil
mAvA AvOAuoAnvAvAvAvATAfoAvAvAvAvAvA rArAvAvArAvA A A AvAv,
•Frill I ll I 1 iii I .a 1
COMPACTED GRANULAR SUBGRADE
(UNDISTURBED SUBGRADE OVER PIPEUNES)
COMPACTED GRANULAR SUBGRADE
(UNDISTURBED SUBGRADE OVER PIPELINES)
6' ASPHALT PATH
DETAIL
(NO SCALE)
NOTE: A MINIMUM OF 36 INCHES OF
UNDISTURBED COVER TO BE
MAINTAINED ABOVE PIPELINES AT ALL
TIMES
1.5" -HMA #11 SURFACE
2" -HMA #8 BINDER
3" -HMA #5D BASE
7 #53 STONE
1.O" -HMA #11 SURFACE
2" -HMA #8 BINDER
5 #53 STONE
*ALL PAVING IS TO HE comm.= IN ONE PAVING SEASON
Diagram 1: Bicycle Rack Type
A -A
Section B -B
Diagram 2: Bicycle Parking Location and Design
U
4
114•
1.I•
7d
Ihxmlne
Section A -A
r
sir lie. (T)p.T
NOTES
BICYCLE PARKING DETAIL
c1
7 8ock Of Curb
G Lawns
Min T
r!
Backfill
5 X' -0" M n.
Slope 1 A"
Sideriolk
TYPICAL SIDEWALK SECTION
NOT TO SCALE
1 0"
Prepared Subgrade
Lilo 4" Top Soil
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE
MATERIAL TO THE REOJIRED ELEVATION AND COMPACTED IN LAYERS
NOT TO EXCEED 5 IN DEPTH.
M'T OF SUB ;RADF
SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES
SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 20 OF
THE STANDARD SPECIFICATIONS.
4" Minimum
Sidewalk Built With Dr,vewoys Sho'I Hove M'n mum Thickness
Of Or Thickness Of Driveway 'hnich Ever Is Greeter.
FINA_
BACKnLE
HAUNCHING
(Bc /2)
c==ck—ii==.
ter
Tooled Or Sowed Joints a Thickness
CONCRETE 5 K
NOT TO SCAL:
CITY OF CARMEL STANDARDS
SIDEWALK DETAILS
FIGURE 501
Bedding and Backfill Standards for Storm Sewers
RCP TRENCH DETAIL FOR CITY STORM SEWERS
Bc
NO SCALE BC
PAH' t1EN1 SECTION VARIES
SPRING.Iht
6' M NIMIAI CE TO'SO L
Cl/ Y Of CARIvif I S l ANDA
MINIMUM COY, R SHALL I
BE PLR NOTE
rstNCII uL [AIL t O Ul I Y Si UI■M
Property Line
REVISED
LEGEND
FIGURE
8c 01J7SIDF D'AVETTF
D INSIJL DIME TLR
d DEPTH Of BEDDING
MATERIAL BEI OW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
d D d MIN
60" SMALLER 4"
66" I A HGLR 6"
1 BEDDNG AND HAUNCHING FOB A_L RCP INSTALLATIONS SHAL.. BE 18 STONE MEETNG THE MATERIAL REOUIREWENTS O
THr INDOT HEEDDING SHALL B- RI ACRD iN 1HF TRENCH HOI10W SUCH THAT AFTER THE PIPE IS INS1Al EC TO GRAD=
AND LINE, HERE REMAINS A 4' MNIWUM DEPTH O' MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BEIOW THE
BELL. FOR PIPE SIZES 6b" AND LARGER, HIE MIN+MUM DLPTH C. MATERIAL BELOW THE FHEE BA.RRLL SHALL SL 6" BEDDING
SHAII BE PLACED TO BE UNIFORM AS POSSIBLE, 8JT SHAT. BE LOOSELY PLACED UNCOMPACTEO MATERIAL UNDER THE
LIUDIF THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. If THE UNDERLYING SOILS OF 1''1E TRENCH BOTTOM ARE
50i T OR YLILDING, THE S01_ SHALL DL UNDERCUT r0 SUCH A DEPTH "HAI MtILN FtLPAIkLO MATH i2 STONE IT WILL
PRODUCE A UNIFORM AND STABl E FG,JNDATION ALONG THE ENTIRE LENGTH OF THE PIPE LAUNCHING AND IN T1AL RACKFII L
SHALL BE COYPACTED IN 8` MAXIMUM Llr'S TO NOT 1155 THAN 907. STANDARD PROCTOR DENSITY FOR THE ENTIRE D_PTh
0= T14" MATERIAL PLACED THE BACr(Fi, I SHALL BE FROUGI-T UP EVEM Y ON BOTH SIDTS Cr ThE PIPE FOR THE FULL
TENCH OF 'HE PITT. HA'JNCHING SHALL EXTEND 10 1111 SPRPG"INE Of PIE PIKE. MINIMUM TRENC'1 WIDTH SHAW BE RIF
OUTSIDE DIAMETER O* THE PIPE PI US TR"
7 FINA' RACKED FOR ALI RCP INSTALLATIONS W-IERF "1" IS 5' OR LESS SHALL BE 13- EORRCW FOR STRUCTURE BACK'r?1I
MEETING THE MATERIAL REQUIREMENTS Of THE 'NODT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS '0 NOT LESS
THAN 95% STANDARD PROCTOR DFMS FCI THE ENTIRE DEPTH OF THE MATERIAL PLACED THE SACKFUL FOR THE
TOO 6" OE THE EXCAVATON BELOW THE START Of THE AGGREGATE SUBBASE Of THE PAVEMENT Sr1A L BE 1153 STONE
MEETING THE MATERIAL REQUREMFNTS OF THE NDOT AND SMALL IF COMPACTED TO NOT I ESS THAN 95% STANDARD
PROCTOR DENSITY FINAL BACKnLL FOR ALL RC' ;NSTALLATIONS WHERE "L" IS GREATER THAN 5" SHALL BE CLEAN PILL
WATTRIAL FRED Or ROCKS LARGER THAN 6' IN DIAMATI R. FPO/IN LUMPS ar SOIL WOOD OR 01IILR LKIRANEOJS
MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 9C% STANDARD PROCTOR DENSITY FOR THE ENTIRE
DLPTII Cf Tile^ LXCAVATION 1HL FAA_ h INCHES OF DIIL LXCAVATION SHALL CONSST 01 TOPSO-
3 THE MINIMI,I/ :OVER LRCM THE TOP OF IHL INSTALLED PA.tMLN1 10 HE LOP OF THE INSTALLED PIPL SHALL 13L 'HE
PAVIMEN1 CDON THICKNESS (Al L B1IJMINOUS AND AGGREGAII MAIERIAL ABOVE 1F& SLEGNADE) PI US 1' -0 OLD
UNDER NO CIRCUMSTANCLS 51DALL Till CONtR ALONG ANY PART O THE PIPE FROW TiC FINAL PAVEMENT LLEVAIION
TO THE TOP D= THE PIPE BE LESS MAN 2 5 FEET
4. IF EXISTING SUBGRADE HAS BEEN IIWE STA9,L17FD, BACKFIll Yr1Th H BORROW UP TO BO11E0 Of UN RFAIFI} FXISIING
SJBGFDAJ)E AND FILL TO TOE' Of TREATED SUBCRADE WITH LIML S'ASALILLO SOI_
5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WTHIN CITY EXISTING AND PROPOSED R/W REGARDLESS
DF JJRISD'CTDON OVER STORY PIPES
6 ALI STORM PIPE WTHIN EXISTING OR PROPOSED C R/W 'MALI RE REINFORCED CONCRETE PrF REGARDLESS OF
JURISDICTION OVER STORM PIPE S.
SIANDARD
DR NC
10- 28
CONS'J'RUC'J'ION I TIANS
4'-0
h" preformed joint filer
SECTION B-B
Slope 12 1
2'-0
SECTION A -A
B B
Pavement
NOTES
See Standard Drawing E 604SWCR-02
for groove details
See Standard Drawing E 604SWCR-02
for details of the detectable warning
(41 See Standard Drawing E 804- SWCR-02
for alternate aft censtrll0707.
10 See Standard Drawing E 604- SWCR -01
and -02 for Location Plan and
General Notes respectively
11 See Standard Drawing E 004- SVVCR-02
for typical ramp construction detail
INDIANA DEPARTMENT OF TRANSPORTATION
SIDEWALK CURB RAMP
TYPE A
SEPTEMBER 2005
STANDARD DRAWING NO E 604- SWCR -03
:I' .rgrea
wa>as c venCrono 9Q'd5
01500001700001.10 ISM
a.ai —r-r wa.W
sacs
ORTE
S:
INDIANA DEPARTMENT OF IRANSPnRTATIDN
SIDEWALK CURB RAMPS
TYPE C
SEPTEMBER 2006
STANDARD DRAWING NO E 604-SWCR -05
OrdorO L 9Ga3
DOOM SIAMINSO•
1
9ah.
B Utility strip
sod
GENERAL NOTES
preformed
joint filler
Sidewalk
T4" preformed
joint finer
6-0
O
12.1
O These drmansials am based on a 8 in curb
height They shall be proportionally adjusted
for othe curb heights.
O Where site infeasibility precludes construction
to the eidth shown, such width may be
decreased to a minimum of 3' -0.
3O The bottom edge of the curb ramp shall be
flush wRh the edge of adjacent pavement
and gutter rare.
0 Landing areas at the top of arrb ramps shag
have maximum cross slope of 50 1 in any
direction When see rdeasi City precludes
a landing slope of 50 1 in any direction, the
slope perpendicular to the curb face shall not
exceed 50.1
O If arts infeasibility precludes construction to
the width shown. the landing width may be
decreased to 3-0 minimum. The running
slope of the curb ramp may be steepened to
a maximum of 10 1 for a maximum 8 in nse
6. Drainage elm should be located uphill tom
curb ramps to prevent puddles at the path
of trays,
7. See Standard Drawing E 604- SWCR -12 for
improved access on narrow sidewaiea.
asoaaaaaeeso°o
Utrlty strip
sod 0,
121
1 r4" preformed
joint filler
6'-0
rn
3
4'-0
8 Algebraic difference in grade between the base
of curb ramp and the gutter shall be limited to lass
Cher 11 If R is not practical, a 2'-0 wide
level slip shall be provided See detail sketch
SIDEWALK
9 Minimum recommended width of curb ramp is 4-0
10 Tcx R6�, SFy4u. !<S6
r pe7QlNO 3 I IG r U�r12- j Tb Ti-IE
D I l; :TCTior l C F TP v I- To
r Tl-t e 4 C>tu'j G�afv 11 .I N t�
SECTION B-B
Slope 121
L C
'A" preformed joint filler
SECTION A -A
(Ti°
TO OLED P4543/ n)
DETE CT,4 ,LE Iwi1RNJN6.
ELEM 6 7 -r7
h" preformed joint tiller
Slope 12 1
Pavement
I "erlR.)
RAMP
115 spa 1B'
1'E
J
PAVEMENT
Constn ebon of curb if
separated from ramp
1 =8
tt5 x 2'- 0
ALTERNATE CURB CONSTRUCTION
NO
See Standard Drawing E 604 SWCR -02
for groove details.
See Standard Drawing E 604 SWGR -02
for details of the detectable warning
surface
See Standard Drawing E 604- SWCR -02
for alternate curb construction.
9 See Standard Drawing E 604-SWCR -02
for typical ramp construction detail.
10 See Standard Drawing E 604 SWCR -01
and -02 for Location Plan and
General Notes respectively
8 33%.5 1333%
Provide 2-0 level stop
algebraic difference
exceeds 11%
Detectable warning elements
Slope 12 1 O
2" 2
RAMP SURFACE CONSTRUCTION DETAIL
12
2•-0
Provide curb as required,
may be monabc with
level ship
CHANGE OF GRADE
No.
9750
1.•E or
C
2'
DETAIL OF RAMP GROOVES
5 maxamum i
0 :3
Integral curb
PAVEMENT
1
INDIANA DEPARTMENT OF TRANSPORTATION
SIDEWALK CURB RAMPS
GENERAL NOTES DETAILS
SEPTEMBER 2005
STANDARD DRAWING NO E 8045WCR-02
1, ao oo L YnrG7w 90`03
eai- uelo"ae MOM. OAR
REV" R Lally 90
Oar -e..oWON. O,.
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3841 W. Morris St., tripl IN 46241
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W09 -0548
JAMES E. SHIELDS JR. P.E. 10201333
C800
10
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3
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CONSTRUCTION
art of th,e SW/4 of Sec. 36-T18N-R3E, Hamilton County, Indiana
T8cf1T CORPORATION
ADDED BIKE PARKING AND CLEANOUT DETAIL
PREPARED FOR
REVISIONS