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of S�a�e antl Local Codes
City of Carmel
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DATE: 07�� 4�20
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BACKFlIL
USE UIMENSIONS FOR LOCAL ROA�S ONLY
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CONCREiE °
USE �IMENSIONS FOR AlL POMS EXCEPi LOCAI ROA05
COMBINED CURB AND GUTTER 7YPE lll
NO SCALE
NOIES IMEGRFL CUPB MiH CONCREIE PAVEMEM SHALL BE SIMIUR SHAPE
COFE ALL E%P(\SE� SORfACES
CONIRACPON JqN15 SHALL BE i00LE� pt SAWE� IN CONPNUOUSLY POUPfO NRBS i0 A MINIMUAI �EP1H OF I/2"
DAMPEN SOBGPA�E BEFORE PfAQNG CONCREIE
WNIROL JOIN15 EKPY Y MA%IMON ON PA011 OIHERWSE EVERT 10� MAXIFIOM. PftEFORGE� E%PAN90N JqNi EVERT 5�� NA%IMllk.
NO BACNFlLLING OR CO�APACPON MAY OCCOR 17 FPOM CORB ONPL 5 NlL DAYS HAY£ PFSSE� FF1ER PLACING CONLREiE
SHRLL CONFORM i0 dN'S CONCREIE CURB PoLICY IN FLL RESPEC6.
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50 MAXIMUM
�,• PAVE� • �� •• �. ...
iFAIJNEFSE�E%PANSION� �BOiiOM� �:
iRANSVERSE CONTRACTION JOIMS �F CURB
NOTB MA%IMUM TRANSVERiE CONTRAC110N JOINT DISiANCE ip FEEi
FOR lANGEM SECilONS ANO 5 FEEf FOR RADIUS SECTIONS.
CURB JOINT DETAIL
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NOTE:
ALL BE��ING & INITIAL BACKFlLL SHALL BE INSTALLE� IN 6" TO 12' BALANCEO LIFTS A MM. 9' CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF THE INSTALLED PIPE
GREATERTHHN 5'
LESS THAN 5'
EDGEOFPAVEMENT, �
W RB, GUTTER OR
SIMILHR STRUCTURE IN
THE PUBLIC
RIGHT-0E-WAY
(Q REGULAFBACNFlLL
MM. 6" TOPSOIL TO ENSURE
GRA55 GRON?H IF NOT UNDER
PHVEMENT
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D = MSIDE �IAMETER
D = DEPTH OF BED�ING
MATERIAL BELOW PIPE �
Bc
%B CRUSHED STONE OR
APPROVEDEDUIVALENT 0 �
CLASSIBEDOING MATERIAL a1
HAN� TAMPEO OR WALNE� I
INTO PLACE
TYPICAL BEDDING SECTION - PVC & HDPE
(NO SCALE)
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W LET: GHSKETEp BELL SDR 35 PVC
C.... vo. m.si oe a. iem e.n.. •e. ua�
Type "F' Model "H"
SEALTITE TEE"'� Grevity Sewer Satldle (with Alignment Flange)
- THE GENERAL ENGINEERWG COMPANY
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P O. Box 60$ Fretlerick, MD 2P05-0609 F-F{
(30��6639282 � (800)345-6454 � FNX� (301)695-5612
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LS'� #11 H A.0. SURFACE
2.5"-H.A.GIlB BINDER
6"-#53AGGREGATE
�COMPACTED SUBGRADE MAY REDUIRE TREATMENT
BEFORE PHVING
STANDARD DUTY ASPHALT PAVING SECTION
(NO SCALEJ
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� CURB TqGER EN� OF CURB
PAVEMENT
SECTION VIEW
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PAVEMLNT
VLAN VIE\N
CURB TAPER DETAIL
(NO BCNLE)
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� � � ]"FIBER A�OITIVE
_ � �� REMFORCEDCONC.
G'-%53 STONE
� COMPNCTED SUBGRAOE MAY REpUIRE TREATMENT
BEFORE PAVING
CONCRETE PAVING SECTION
NOTE: CONCREiE APRON AN� CASPNC SNALL BE
INSiALLEO 50 RIAi WEY �0 NOi
CONiRCi ME IAffRRL OR LAIERRL CRP.
NEENAH R-1W6 OR EASi JORDAN 15I8
�mm s�vrta oN casnxc
6' PVC CAP�
3fi" x dfi' v 10" CONG4ElE
RPRON N11H FIBERMFSN
REINFORCE�AENi.
MINIIAIIIA I" CLEARANCE FROA1 iW OF
CAP TO BOiiLYA OL CRSIING
�iRACER INRE
� FlNAL GRR�E
6" PVC PIPE
;6' x 6' % 6'J IEFWYE
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UN06NRBED EAR1H. (HAP�SCAPE SORFACES ANU ALL OiHER WSiPLLAPONS
BEYONU 1HREE FEET OG BUIIDING)
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= 19300219 � -
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Schneider
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
TYPE 2 CLEANOUT DETAIL
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INTEGRAL WALK
AND CURB DETAIL
(NO SGALEJ
V2 PREFORME� JOINT FlLLER