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10 I 9
MIN. 6"
0 ENS
GREATER THAN 5' (1) GROWTH
_ I IAlnro
LESS THAN 5' (2) :•�" "' "' '
EDGE OF PAVEMENT, lid
CURB, GUTTER OR 1.25 Q + 12" (MIN.) I_I
SIMILAR STRUCTURE IN (2) "$" BORROW OR EQUIV.
THE PUBLIC GRANULAR MATERIAL
RIGHT —OF —WAY COMPACTED TO 95% STANDARD
(1) REGULAR BACKFILL PROCTOR DENSITY
MIN. 12"
�' NOTE:
B� = OUTSIDE ALL BEDDING & INITIAL
DIAMETER BACKFILL SHALL BE INSTALLED
D = INSIDE /E; B IN 6" TO 12" BALANCED LIFTS
DIAMETER A MIN. 9" CLEARANCE SHALL
d =DEPTH OF BE PROVIDED ON EACH SIDE
BEDDING MATERIAL— � OF THE INSTALLED PIPE
BELOW PIPE 4"
IV 4
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS 1
BEDDING MATERIAL HAND TAMPED
OR WALKED INTO PLACE
D
d MIN.
27" & SMALLER
3
30" TO 60"
4
66" & LARGER
6
TYPICAL BEDDING SECTION SCALE)
NOTE:
(1) MIN. 1.25 Bc MIN. 6" TOPSOIL TO
TO BE USED Mfll C1EAR DISTAHa (FRCP FX1600R PPE
`
MEIER E TO EXTERIOR PIPE QANERRI eETYm+ SANITARY
4
SEVER PPNG (UkK LAMZ" ll MAFIS. M) AND
ENCASE WIN ONE FOOT OF L61ED
ALL Oro APES IS Ill• OR LESS. PER 90CE t'S DM MK
BEYOND THREE FEET OF BULLIING)
OR MIX NOTED CN TIE CONSTRUCTIOV PUBS A Iiv9EA1
\V
OFAR DISTANCE OF r MJST BE PROM M MAWAN
NARY FOUNDATION
CAP (FOOTER)
STRIICILWA NTEMOTY or RE 1 MMM
3500 PS' COPIGIn
ONE sou BEAR ON
UPOSIUlM EWTH
I�RSPECntiE W -WT11 CUT AWAT
\UlmHallHYlnO/l4i BOTTOM OF TWO '\Y
O �G15TFR T z
No.
ag 19300219 x
-� STATE OF ��, CONCRETE CRADLE DETAIL
,C�,. �NDIANP5�,&
mmnnamm
`►� -GTR
CLAY TOWNSHIP REGIONAL WASTE DISTRICT "a
•CTRWD• :
Schneider CONCRETE CRADLE DETAIL
ti
Date 12/06/06 Me 7: \n\ 8366 \001 \DTGSiDETADS\LN -DTWXE
NOTE: ALL SLAB AND CRAWL SPACE
(1) MIN. 1.25 Bc MIN. 6" TOPSOIL TO
CONNECTIONS MUST BE A MINIMUM
(2) 1.25 Bc + 12° (MIN.) SURE GRASS GROWTH IF
OF 3' BELOW THE FOOTER AND EXIT
4
THE BUDDING AT THE FRONT OF
ENCASE WIN ONE FOOT OF L61ED
THE STRUCTURE TO PROVIDE THE
BEYOND THREE FEET OF BULLIING)
SHORTEST, MOST DIRECT ROUTE
FROM THE BUILDING TO THE S MAXIMUM
6' PVC CAP
EXISTING LATERAL STUB. --� I / FINAL GRADE
NARY FOUNDATION
CAP (FOOTER)
O F P, . -)
255 -100( OR EQD4IANT MAIN SEYFR LINE
6' PVC PIPE
a 19300219
7p STATE OF -4w�
OAF-
3'
MINIMUM
• .- �i.%/
FOR EACH ME
N
��
WDRE
3' IAINIMU
IS TD COVER ENTIRE SADDLE
-
(6' X 6- X 6') TEE -WYE
4' SEWER
6' MINMUM. SEE SANITARY 06 RIGID 6' SEWER LATERAL
SEWER TRENCHING, BEDDING
AND BACKFILL DETAIL CLEANOUT TYPE 1
(ONLY LANDSCAPED SURFACES VATHiN
o`mumarunaurwn'wrwi THREE FEET OF BUILDING)
roi,Q V \0 A C(
OQ'�GIS TE,4PF f
No.
Is
19300219
a STATE OF e
ry 0e, N L mG o
•aria • w �
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
�-' •CTRWD• �
Schneider TYPE 1 CLEANOUT DETAIL
�n "rte
Rafe 12/06/06 Pile r \6X\17366 \001 \DTGS\DrLULI\LY- D1ISATC
1
8 I 7
GREATER THAN 5' (1)
(1) MIN. 1.25 Bc MIN. 6" TOPSOIL TO
LESS THAN 5' (2)
(2) 1.25 Bc + 12° (MIN.) SURE GRASS GROWTH IF
STRAPS NTH PLASTIC WRAP AND
4
T UNDER PAVEMENT.
ENCASE WIN ONE FOOT OF L61ED
BEYOND 1HREE FEET OF BUILDING)
BEYOND THREE FEET OF BULLIING)
'EMENT.
I_
ZEDGE
® g
fN
O F P, . -)
255 -100( OR EQD4IANT MAIN SEYFR LINE
CURB, GUTTER OR
a 19300219
7p STATE OF -4w�
OAF-
STAINLESS s1EEL STRAP 71Y0
SIMILAR STRUCTURE.
• .- �i.%/
FOR EACH ME
N
��
ONE FOOT OF MILD CONCRETE
(1) REGULAR BACKFILL
IS TD COVER ENTIRE SADDLE
(2) "B" BORROW OR
AT AN ANGLE
TYPE 2 CLEANOUT DETAIL
EQUIV. GRANULAR
PARKING
MATERIAL COMPACTED
18"
�'ra.r
TO 95% STANDARD
Bc= OUTSIDE DIAMETER
Date 12/08/06
PROCTOR DENSITY.
D = INSIDE DIAMETER
No.
�
Bc
d = DEPTH OF BEDDING
} STATE OF
o
cc
MATERIAL BELOW PIPE
ALL CORNERS
unmmmi
1/2' PREFORMED JOINT FILLER
ALL CORNERS
1/6 Bc
12'
CAR PARKING SIGN
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
='
•L'TRWD• =
GAUGE HOT DIP
GALVANIZED NON— REFLECTIVE
SADDLE TEE DETAIL
d
Schneider
GALVANIZED 2 1/2"
NOTE:
GREEN TO MATCH
LIGHT POLES SET BOTTOM OF SIGN 7'
ABOVE GRADE
"ADA"
ALL BEDDING & INITIAL BACKFILL
Me T: \U\SMB\001 \DTGS\DBTAR5\IN -Vr=TG
(NO SCALE)
SHALL BE INSTALLED IN 6" TO
/.B"
12" BALANCED LIFTS. A MIN.
BORROW OR EQUIV. GRANULAR
OF 9° CLEARANCE SHALL BE
MATERIAL COMPACTED TO 95%
PROVIDED ON EACH SIDE OF
STANDARD PROCTOR DENSITY.
THE INSTALLED PIPE.
TYPICAL BEDDING SECTION RCP PIPE
(NO SCALE)
•• i r •• F :F � r
F• r•e .N
STONE 80.0'8 CONCRETE -� 6° SEWER LITERAL
NOTE; COVER FITTING AND STAINLESS STEEL
¢8
APRON TO PREVENT CLEANOUT TYPE 2
3
STRAPS NTH PLASTIC WRAP AND
4
UNDISTURBED EARTH. ( RARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
ENCASE WIN ONE FOOT OF L61ED
BEYOND 1HREE FEET OF BUILDING)
BEYOND THREE FEET OF BULLIING)
CONCRETE IN ALL DRErRONS
IN
4
O �GISTFR��f- �
RIGID PVC HARCO RUBES GASKET
SADDLE WYE
No.
255 -100( OR EQD4IANT MAIN SEYFR LINE
i.
a 19300219
7p STATE OF -4w�
OAF-
STAINLESS s1EEL STRAP 71Y0
/NDIxItki" �WFa
• .- �i.%/
FOR EACH ME
N
��
ONE FOOT OF MILD CONCRETE
��
IS TD COVER ENTIRE SADDLE
SADDLE WST BE
AT AN ANGLE
TYPE 2 CLEANOUT DETAIL
OF 45 DEGREES
PARKING
P`\���nOV:uWmltgnrigrh�o�
ry�
18"
�'ra.r
�� OPe
RFO
Data 12/06/08 bile T: \69\ 6386 \001 \DTGADUMLS\r( -DMUTC
Date 12/08/06
-��15
s
A
SADDLE TEE DETAIL
No.
�
-o 19300219 _
0
�
} STATE OF
o
cc
7h'DIANP
ALL CORNERS
unmmmi
1/2' PREFORMED JOINT FILLER
ALL CORNERS
�- 12'
12'
CAR PARKING SIGN
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
='
•L'TRWD• =
GAUGE HOT DIP
GALVANIZED NON— REFLECTIVE
SADDLE TEE DETAIL
POST DRIVEN 4 FEET INTO GROUND. POST
Schneider
GALVANIZED 2 1/2"
OD STEEL POSTS PAINTED
GREEN TO MATCH
LIGHT POLES SET BOTTOM OF SIGN 7'
ABOVE GRADE
"ADA"
Date 12/06/06
Me T: \U\SMB\001 \DTGS\DBTAR5\IN -Vr=TG
•• i r •• F :F � r
F• r•e .N
STONE 80.0'8 CONCRETE -� 6° SEWER LITERAL
d MIN.
¢8
APRON TO PREVENT CLEANOUT TYPE 2
3
SETTLNG. EXTEND TO
4
UNDISTURBED EARTH. ( RARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
6
BEYOND 1HREE FEET OF BUILDING)
BEYOND THREE FEET OF BULLIING)
��unmlmlumn�nnn
'eP \0 A C�
IN
4
O �GISTFR��f- �
z
No.
No.
i.
a 19300219
7p STATE OF -4w�
OAF-
/NDIxItki" �WFa
• .- �i.%/
N
��
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
��
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
fiCTRWD
Schneider
TYPE 2 CLEANOUT DETAIL
t8"
PARKING
AWAY FROM BUILDING
18"
�'ra.r
ONLY
Data 12/06/08 bile T: \69\ 6386 \001 \DTGADUMLS\r( -DMUTC
AMA
D
d MIN.
27" & SMALLER
3
30" TO 60
4
66" & LARGER
6
3 LBS. /Fr. GALVA
CHANNEL SIGN PC
INDOT STANDARD
SPECIFICATION SE(
6 I 5
DRIVEN OR SET IN
COMPACTED BACKFILL
STREET SIGNS POST DETAIL
(NO SCALE)
TRE)Di BOX OR Om MM AT TOP OF DUVATICN
ACQPrABLE TROKH SAM SYSIEII
j\ WINN WTH SHALL NOT EXCEED AM \/\ LARGER TRAR C OTF REr]�(iRIJIE0O5
li BY VW MAN 1.o FOOT : MATEIL (COWACT TO PREVENT SETR004
�\ \i GNiR AREAS liEOUF STS OAF 8�8>�,I WARTRTIEOF
\j TRM6PRTATION AHD OWACT FILL TO 95%
1/I 0 + 12' FOR PAT: PPE / \ \// / MmPtED PROCTOR DERSTY.
1/2 0 + 8• TOR at , \\ \ •\ \.•
MAW 8 C1l19ED SIRE OR MAW 8 rRACiUED FACE
AODEGAIT
1/2 D �\ D \\j FILL WITMAL IS TO BE PLACED 111 8 NOES fELO TO
1I NOES ADM THE PPE
_ i \\ r r'
THE IREK01 SOD BE A WUN OF 18 NO£s 1R1(:.
BEDRSE TARE LAYR / tint L 9EAEL 91CFD, HAD TAPED AND ►AXED K BOLV
pt DRUMM SIRE SHM slab,
—r> '—, '�' . •r HW TAPED AD 1UUE1) M
RE�td AS FOR UNSTABLE �' WE EXCAVATED)
BaL waroNS - WIN TO
STABLE MUID PER DtO M g� �
PER CONSTRUGnQI R.Axs
PIPE SIZE A 8
lV ill 18
llr AID QEAIER D + IC D + Ill•
�ubyappYlrlQh�
Op�GNoFR� rt SANITARY SEWER TRENCHING,
BEDDING AND BACKFILL DETAIL
s 19300219 e
s - STATE OF
'ft Il
411111111111
CLAY TOWNSHIP REGIONAL WASTE DISTRICT d�u
SANITARY SEWER BEDDING AND crRwD
Schneider BACKFILL DETAIL
Dais 12/06 /0e Me T : \61\&UB\00T \DTES\DafMS\IN -DTIq
FIRST LAYER BEDDING TABLE
FTC sa
� To IS
1!r • ONR
F#LCYiG BL1AF THE
FPE BARREL Am Hll
�� � 8•
Ipyly
• Ir N
6' SEWER LATERAL
NOT ALLOW METER PR TO CONTACT
SURFACE APPUCATION OF CIUCA
LAUAL� -y^£ GDNCT6,E Co.
CLEANOUT TYPE 3
SAND OR GLASS BEAD BY METHOD
(GRASS OR LANDSCAPE SURFACES
o�numu, �q�
°PJ\O A
BEYOND THREE FEET OF BULLIING)
O G15Tj•
RC �f
IN
P� a
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No.
L 19300219
c STATE OF 4rF
i.
INDIX0,
E�
.I • Per �_i �.� -•v.
• .- �i.%/
6' FROM TOP OF PIPE TO BOTTOM
OF METIER PIT. CONTRACTOR SHALL
6' SEWER LATERAL
NOT ALLOW METER PR TO CONTACT
SURFACE APPUCATION OF CIUCA
LAUAL� -y^£ GDNCT6,E Co.
CLEANOUT TYPE 3
SAND OR GLASS BEAD BY METHOD
(GRASS OR LANDSCAPE SURFACES
o�numu, �q�
°PJ\O A
BEYOND THREE FEET OF BULLIING)
O G15Tj•
RC �f
IN
P� a
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No.
L 19300219
c STATE OF 4rF
INDIX0,
E�
IONAA,
N
��
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
a °�
_' •CTRWD•
Schneider
TYPE 3 CLEANOUT DETAIL
t8"
PARKING
AWAY FROM BUILDING
18"
�'ra.r
ONLY
MR
Date 12/08/06
Me r \BiL\ 6388\001 \DVGS\DETABAIN -D ISD1C
�✓ �/ �J CONC. WALK W" �✓
*V � V
rV 11A1 /'ll/
CO
ASPHALT 6" CONC.
PAVEMENT1 CURB
CONC. CURB TURNDOWN FOR A.D.A. ACCESS
(NO SCALE)
1
4
NOTE ALL PAINT TO BE NON -SKID
--
PR
SURFACE APPUCATION OF CIUCA
(5' �)
8' MIN VAN
ON
SAND OR GLASS BEAD BY METHOD
I
OF MIXTURE AND OR BROADCASTING.
N
`z
IN
N
OPOSED ADA SIGNS
3 LBS. /Fr. GALVANIZED
HANNEL SIGN POST PER
DOT STANDARD SPECIFICATION
O
--
t1
8'
(5' �)
8' MIN VAN
B'
"ADA" PARKING SPACES
Contractor To Field Stoke Location
Of End Of Service Line (Material)
8'
> Curb Box VAth Cover a
v 2" HDPE S v
E Sleeve ** N
SS to CL a
L.
in I
Curb Stop Concrete Block
Corporation Stop
Mueller H- 15008, Or Equal
Water Main
Tapped Service Clamp
Ford F -1 or equivalent.'K Stake
Length - Varies 1' -0" 8
2" HOPE (Verify)
Sleeve **
Az
G
o
CL
0
0
\ Copper Service Line
Service Clamp Must Be Omitted For Services 1"
And Smaller And Direct Taps Made To Ductile
Iron wipe, Class 350 Or Greater.
(Verify With Owner "or Pressure Class DIP.)
.. For All �4' And 1" Service Lines Installed Under Pavement
Install 2" HDPE Sleeve.
NOTES:
1. 1" Or Smaller Service Line Shall Be Direct Top
Unless Approved By Carmel Utilities,
2. 1 V' & 2" Service Lines Shall Use Wrao Around
Clamps. Smith Blair 226 Or Equivalent.
3. Corporation Stop Shall Be Brand And Model Approved
By Carmel Utilities.
4. Service Line Tap Shall Be Installed With A Min. Horiz.
Seperation Of 24 ".
5. 2" Taps & Smaller Shall Not Be Installed Within 18" Of
Mechanical Joint Bells.
WATERS SERVICE DETAIL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
I. At houses, buildings, etc.. shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is
wthin 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one buiding may conned to the
sewer main per lateral unless otherwise approved by the District
2. No fcundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the
Distrc's sanitary sewer.
3. The enstmg sewer line from the building to the septic lank may only be used I'd is located under a building addition, patio
pore: of paved driveway. Air test is required to show d acceptable for re-use - The property owner shall bear the cost of all
testirg. The District inspector must be onsile for the duration of the air test.
4. The owner or contractor shall notify the District prior to covering the instated lateral so that the DStnd can make an
inspection to determine compliance with the Dstnct's sewer use ordinance. Such notification shall oe made 24 hours prior to
the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for
scheduled inspection, or fails to cancel inspection, an additional fee of S10D.00 will be due. Th•s must be paid prior to the
time cf the follow up inspection.
5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private
sewage disposal (septic) systems. The County Ordinance provides in part that. upon connection to a public sewer, a septic
tank' _shall be abandoned (pumped clean) and filled completey with earthen material o' store in a safe and sanitary
many er' Please contact the appropriate County Board of Health for further information and to notify the department of the
abandonment.
6. Acceptable Pipe Materials.
PVC PIPE: SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE
PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE
RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelornine SRD 21,
ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer)
GASKETED JOINTS' ASTM D3212
GASKETS: ASTM F477
FITTINGS: SDR 26 or better (NO fernco s allowed)
DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS
CLEAN OUTS TO BE LOCATED NO MORF THAN THREE FEET FROM THE
FOUNDATION AND NO MORE THAN 100 FEET APART
7 Bedd ng
Use Number 8 crushed stone or Number 8 fractured face aggregate
Number 8 stone backftll material is to be placed from 6 Inches below to 12 inches above the pipe
The trench should be a minimum of 18 inches wide (six inches on both sides of the pipe)
8 Laterals shad be installed no closer than 20 feet from water wets unless PVC pressure grade pipe is used meeting SDR 21
anc ASTM D2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the
Div= s engineer prior to installation.
9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a duclike iron gasketed mechanical
coupling shall be used
iO Laterals shat terminate within 3 feet of the buitcing unless the conditions in item #3 above are met. No clued pipe _shall be
installed outside three feet ofoulside three feet of building fOUndahon wallswalls.
11. Adailuna! information on District standards and speofcalions may be Obtained from the District's office during business
hours of 8 OOa.m. to 4.30 p m Monday through Fnday. All District standards can be located on our web site at
htlo /Avww. Grwd - Oro
/.
Clay Township Regional Waste District
10701 North College Suite A.
Indianapolis, Indiana 46280
Phone: 844 -9200 Fax: 644-9203
12. Septic eMuent shall not be pumped out into the sanitary sewer system.
13 The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection
14 Contractors shall lay 14 gauge -solid wire the entire length of the late2l. Wire is to be paced on top of the lateral The
District inspector will verify placement of the wire. Ater inspection. bedding is lobe placed on lop.
15 Call before you dig. IUPPS 1- 800-332 - 5544.48 hours prior to digging,
Lateral -rev 03- 01 -07rh
3
18"
1n" MA
ILL STRIPES TO
HINTED WHITE
3
4" (TYP)
ADA PARKING
SYMBOL DETAIL
(NO SCALE)
ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES ",LOCAL CODES AND AS
SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
RESERVED
PARKING
THIS SIGN TYPICAL AT
ALL ACCESSIBLE PARKING
SPACES
THIS SIGN TYPICAL AT VAN
ALL VAN ACCESSIBLE 12" X 6'
ACCESSIBLE
PARKING SPACES
PENALTY SIGN 12" X 9"
WORDING AS REQUIEQUI RED
BY STATE OR LOCAL LAW
3 LBS. FT. GALVANIZED
ZE D
CHANNEL SIGN POST PER LU
INDOT STANDARD
SPECIFICATION SEC. 910.14.
Z
USE 6" PIPE BOLLARD FILLED
W/ CONCRETE ONLY WHEN 1
SIGN IS IN PAVED AREA OR
SIDEWALK O
a 10
OF O CONCRETE
wrtrn�c a
Q e �
3500 P.S.I. a \ \ / \\
P.C. CONCRETE //
Q
'ADA' SIGN BOLLARD
SIGN MOUNTED IN BOLLARD (NO SCALE)
BLUE SURFACE
BLUE SURFACE
SILKSCREEN WHITE LETTERS
SILKSCREEN WHIT1' LETTERS
1/2" PREFORM@ JOINT FILLER
6.
N
`z
z
0
zo
N
NOTE-
VAN
PARKING
t8"
PARKING
AWAY FROM BUILDING
18"
ONLY
z
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ONLY
3W
m
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0
�
TRANSVERSE JOINT
o
cc
ALL CORNERS
1/2' PREFORMED JOINT FILLER
ALL CORNERS
�- 12'
12'
CAR PARKING SIGN
VAN PARKING SIGN
NOTE: 12 "X18" 18
GAUGE HOT DIP
GALVANIZED NON— REFLECTIVE
SIGN WITH 12'
POST DRIVEN 4 FEET INTO GROUND. POST
SHALL BE 12' LONG
GALVANIZED 2 1/2"
OD STEEL POSTS PAINTED
GREEN TO MATCH
LIGHT POLES SET BOTTOM OF SIGN 7'
ABOVE GRADE
"ADA"
SIGNS
SECTION
(NO SCALE)
NOTE:
SIGN IS TO BE MOUNTED ON GALVANIZED STEEL U -POST
AND MEET IN.D.O.T. AND INDIANA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS.
STOP SIGN (24" x 24")
(NO SCALE)
iH GRADE
PAVING
OVERLAP
FABRIC z
Fl E C
#9 WASHED
GRAVEL
12' TRENCH 4" PERFORATED
PIPE UNDERDRAIN
SECTION
IF SUBSURFACE DRAINS ARE NEEDED,
INSTALL PER DETAIL
SUBSURFACE UNDERDRAIN
2 I 1
0.5'
5 REBAR V -6"
ITH 3/4" HOLE
0
6.o' 51r
PRECAST CONC. PARKING
BARRIER WITH 2 — #3 REBARS
USE 4000 PSI CONC.
PARKING BARRIER
(NO SCALE)
VARIES (SEE PLANS)
8"
SCORE
1/4" PER FOOT SLOPE 1" RAD.
o 1 /8 "RAD"r
P CLASS "A "P CONCRETE v P 2
io
EEI I� ILHI P
44"
COMPACTED L ' PAVE MENT
ANULAR BASE eP P e
I 6
INTEGRAL WALK
AND CURB DETAIL
(NO SCALE)
R 1.5" I I 6„
—Lill
e - III —i I ( TOPSOIL
NEMENT —
6 �, : iI i li l l GROUND
e" BACKFILL
22"
�9 „�
6” CURB DETAIL
NO SCALE
I_ 100' OFPCURB
,.
PAVEMENT
TRANSVERSE EXPANSION JOINTS BOTTOM
TRANSVERSE CONTRACTION JOINTS OF CURB
CURB JOINT DETAIL
NO SCALE
NOTE: PROVIDE EXPANSION STRIP AND SEALANT
ADJACENT BUILDING AND EXISTING CURB
& JOINT DETAIL (NO SCALE)
1"—BITUMINOUS SURFACE 11, LV
4 "— BITUMINOUS BASE 5, LV
8 "— AGGREGATE #53
I.VMr'/i�w I CU JUCShKiiUt
ASPHALT PAVING SECTION
(NCI SCALE)
(NO SCALE)
10 9 8 7 6 5 4 3 2 1
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