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4" 4" 4" DIAM. PERFORATED
MIN MIN PLASTIC PIPE
4" PIPE UNDERDRAIN 13
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NO SCALE
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PIPE 1 CONCRETE
CULVERT � END SECTION
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DMPUTED LENGTH OF CULVERT RIP RAP TO BE PLACED
PAY LENGTH END SECTION ON SIDE SLOPE WIHEN
OF CULVERT LENGTH (D� CALLED FOR ON PLANS
SLOPE DETAIL
Grooved end on outlei end
tongue end «,
iniet end
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Groove (or tongue) to i�
be the same os on standard
reinforced concrete pipe
AS71�A desiqnation C76 I p
CIASS 'A' CONCRETE �-�
LONGITUDINAL SECTION
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SECTION Y-Y
1 Z"C 10 C
MAX.SPACING
HOOK
BOLTS '`
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CLASS �A' ��;' '
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CONCRETE I •E+2T �
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SECTION A-A
CONCRETE PIPE TOE ANCHOR
� DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA MIN A C D E K RI R2 AyyEIGHT
12" 2' 5' 4'-3' 6'-2" 2'-0" 1.3 10 1 8" 9' 800
15" 2 1/4' 7" 4'-0� 6�-3' 2�-6" 1.5 12 1/2" 11 1,100
18' 2 1/2' 11' 4'-1' 6'-2" 3'-0" 1.6 15 1 2" 12" 1,300
21' 2 3 4' 11' 3'-6' 6'-3' 3'-6" 2.1 16 1/B" 13' 1,500
24' 3' 1'-0' 2'-8' 6'-3' 4'-0" 2.3 16 3 16" t4" 1,800
27" 31/4 1'-1' 2'-S" 6'-3" 4'-6" 2.6 18 1/2" 14 1/2' 2.100
30� 3 1/2' 1'-2' 1'-10' 6'-3' 5'-0" 2.9 18 3/16 15" 2.400
33' 3 3/4' 1'-3� 3'-6' 8'-3' S'-6" 3.1 18 7/2' 17 1/2" 4.100
36" 4' t'-5' 3'-1' 8'-3" 6'-0" 3.4 3 3/4' Zp' 4,200
TaER�wcE +/- �'
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PRECAST CONCRETE END SECTION U
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6a ~B" BORROW STANDARD REINFORCED CONC. BASE
STOR M M AN H OLE DETAI L s
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13
14
PIPE SIZE A B
UPT033 D+ 16 D+12
3B AND GREATER p+ 24' D+ 12
15
OMPACTED �t8 CRUSHED
TONE
SEWER AS
PER PLAN 0 �
D/4 OR 6" MIN. '
SANITARY SEWER TRENCH DETAIL 2
C801
REQUIRED COMPACTION TABLE
9: STANDARD PROCTOR DENSITY (ASTM D 2321)
BACKFILL MATERIA� - SEE NOTE
R E N C H A R E A C L A S S I CLA S S II CLA S S I I I C L A S S I V �
BEDDING FLAT SHOVEL 8596 909L UNDISTURBED BOTTOM
HAUNCH 8596 9�9C N
INITIAL BACKFILL NO COMPACTION 8596 90X NO
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING.
IT MUST ALSO BE USED FOR HAUNCHING.
1/2 TRENCH
DEPTH MIN.
(GRANULAR MATERIAL TO
�• �� � BE USED UNDER ALL ���• ��►
�� / � � PAVED AREAS) � � ,� /�
� ''_ • � �� NOTE
SOIL w 4� i�r� 4� BACKFILL MATERIAL
PLACEMENT ° ' CLASS I� II, III. & IV
_ �\ OF THE U.S.C.S. SOIL
v CLASSIFICATION
� BEDDING SYSTEM.
- �_ _ _ _ _ "_ _ _ _ _ _ INITIAL BACKFILL AREA
12" MIN.- SPRING LINE OF PIPE
No. 8 STONE \� y� �'�' . i y HAUNCHING AREA
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, � BEDDING AREA
O.D. OF PIPE FOUNDATION
4� MIN.- ' (REQUIREO IN UNSTABLE SOIL)
No. 8 STONE � 2
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STORM SEWER
TRENCH 8c PIPE EMBEDMENT�DETAIL �
cso,
STEEL FENCE POST
(FOR TEMP, PROTECTION)
NEENAH TYPE GRATE
R- 4380- 6
SET FLUSH WITH
FINISH GRADE
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TEE DIRECTION OF FLOW
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SUBSURFACE DRAIN RISER DETAIL 8
� C801
10 11 12 13
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PLACE__t/2' DIA EX7RUDABLE-r � '
PREFpiMED CASKET MATERIAL IN
EACH KEYWAY (5EE DETAII). .
• PLAN VIEW s3•
PRECAST CONCRETE �
AD�1STiNC RING OR
FLANGE OF CASTING ::�•:••;:::.�:::::w 4'-12'
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BA�SENE%TftUDAB E�fORMED 24" I.D. � 1
CASKET MATERIAL TYP) �•p,p,
GASKET DETAIL SECTION A—A i N v E s T M E N T s
A D J U S TI N G R I N G D E TA I L � o, Revisions
NO SCALE
FEAW DUIY LAYPIIQE
c�nic w/ souo uu.
1EEWAN R-1974-A OR .
APPROUEO EOUAL
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CERTIFIED BY
1HIS DRAWNG AND TFE IDEAS, DESIGNS AND CONCEPTS CONTAU�D
HEREW ARE iF1E EXCLUSIVE WIELLEC7UAL PROPERiY OF 1HE SCHt�EIDER
CORPORAl10N AND ARE NOT TO BE USED OR REPRODUCED W WHOLE OR BJ D
PART, WTHOUT THE NRITiEN CONSENT � iHE SCHNEIDER CORPORATIQN.
1999� The Schneider Corporation
r � The
Schneider
Co ration �
�° �
L. J
3020 North Post Road ' Engineering
Indianapolis, Indiena Surveyin�
46226-6518 Landscape Architecture
317-898-8282 GIS • LtS
317-899-8010 Fax Geology �
Formerly Schneider Bngineering Corp. / Bohlen, Meyer� Gibson dc Asaoc.
REI INVES"17�EN7'S, INC.
RESIDENCE INN/SPRINGHILL SUITES HOTEL e
CARatEL, INDIANA
GENERAL DETAILS
Date Project No. Drawn Approv.
12/30/99 438.003 BET
Computer Files Sheet Na . q
J: \438\003\DWGS�C801.DWG
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