HomeMy WebLinkAboutC806E
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RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
at State and Local Codes
City of Carmel
DATE: 11/13/19
PIPE
CONCRETE
CULVERT
I
END SECTION
COMPUTED LENGTH OF CULVERT
RIP RAP TO BE
PLACED
PAY LENGTH
SECTIONS
ON SIDE SLOPE
WHEN
OF CULVERT
.{SEND
L— ENI GTH (D)I
CALLED FOR ON
PLANS
SLOPE DETAIL
Grooved end on outlet end
tongue end on inlet end
Groove or ton Ge m I1:..
( 9 )
be the some as to standard —
re TIM designation
concrete pipe
ASTM des gnat on p
CLASS 'AA' CONCRETE L-M.
LONGITUDINAL SECTION
DIA
1 1/2"1 LM 1/2
SECTION Y-Y
2'C to C
MAX.iDil G
HOOK
BOLTS
FU
GNU
CLASS A
CONCRETE E+2T I
r 1
SECTION AA=A
CONCRETE PIPE TOE ANCHOR
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
CIA
(MIN)
A AF
C
D
E
K
Ell
BIG
WEIGHT
12"
2"
5"
4'-3"
6'-2'
2'-O"
1.3
10 1/8"
9"
800
15"
2l/4"
7"
4'-0"
6'-3"
7-6"
1.5
121/2"
I'll
10100
18"
21/2"
11'
4'-1"
6'-2"
3'-0"
1.8
151 2"
12"
1,300
21"
2 3 4"
11"
3'-6"
V-3"
3' 6"
2.1
16 1 8"
13"
1SOD
24"
3"
1'-0"
2'-8"
6'-3"
4'-0"
2.3
16 3 16"
14"
1,800
27"
31/4"
1'-1-
2'-5"
6'-3"
4'-6"
2.6
181/2"
141/2"
2,100
30"
3 1/2"
1'-2"
1'-10"
6G-3"
E-O"
2S
18 3/16'
15"
2,400
33"
3 3/4"
1'-3"
3'-6-
8'-3"
5'-6"
3.1
18 1/2"
17 1/2"
4,100
36"
4"
1'-5"
3'-1"
8'-3"
C-0"
3.4
23 3/4"
20"
4,200
48"
5"
Y-0"
2'-2"
8'-2"
7'-0"
281/8
22"
6,500
* TOLERANCE +/- 1"
PRECAST CONCRETE END SECTION e
NOT TO SCALE 6806
iV
NOTE:
ALL CASTINGS SHOULD BE
STAMPED WIN 'NO WHEN
- DRAINS TO WATERWAYS"
TRENCH DETAIL FOR CITY ORM SEWERS
M
L le MINIMUM OF TaAMAL M CMACIED
NaNFNf SECT[N VN1F5 AIXAEGAIE less
uulF LE WBGFME .
MNNLM NHR SHALL
FINAL BE PER WE 3
BACEaI 'BE Nieman.
Emm
OF =SIDE
DI METERDIAMETER
0 - INSIDE DIAMETER
e - DERRMATT EF BEYOND
YAIFRIAL BELOW PIPE
XWXCNIXC (&/6) DEVM LF cal
MATERIAL BELOW FIFE
90dNC .. W 0 d YX
MISS N US-w SIAALLEA r
BE 4 UAGER TO
I. R NG AND X.VINCNING FOR ALL BAR IWALUINNB SHALL SE 0 SIME MEONG ME YAIERIAL REWI91EN15 OF ME
xWi MDIHO SHALL BE PLACED IN ME I W RUMIN SUCH PAT AFM ME PIPE S NSI TO GRACE AM
ONE, MFAE REANN5 A 4' MINIMUM DFPM OF MATERIAL BELOW ME PIPE BARHL AND A MINIMUM CF Y BELOW ME BELL
FOR PIPE 9II5 fie AND LARGER ME MINIMUM DEPTH OF MAMMAL BROW THE PIPE BARB SHALL BE 6. BEYOND SHALL
0 PLACED TO BE UNIFORM AS >WLBIE BUT SHALL BE LOOSELY PLACED UNCOMPACIED MATERIAL UNDER THE MIDDLE
THIRD OF ME PIR PMgi TO PLACEMENT OF ME PIPE, IF ME UNDERLYING SUES OF ME FRENCH BOTTOM ARE GOT ON
nRDIxG. ME SOL SHALL BE UNDERCUT TO SUCH A DEPTH MAT MEN REFORM AN R STONE N MALL PRODUCE A
UNIFORM AND STABLE FOUNDATION ALUM ME FHBRE RNCM BE ME PIPE HAUNCHING AND RURAL BAGMLL SHALL BE
WMPACIEO IN 0' MAXIMUM HER TO NOT Rss MAN We STANDARD PROTOR DENSITY FR THE ENTIRE DEPTH Ci ME
MATEMAL PLACGER ME BACNBLL SHALL RE BRWWT UP COLOR ON BON ODES OF ME PIPE FOR ME FULL HEXOM OF
ME PIPE MORNING SHALL EXTEND r0 ME SPRIM3RE OF ME PIPE MNMUY FRENCH MDN STALL BE ME OUTSIDE
OAACXN OF THE FEE PLUS 18',
L MAL BAC51LL FOR ALL FGP INSTALLATWS MERE'r 1S 5 ER LESS SOUL BE B-BORROW FOR STRUCTURE BAWD
Will ME MATERIAL REQUIREMENTS O THE INWT AND WALL ME OPACIFD IN 6 MAXIMUM UPS TO NOT LE55
MIN 95F STANDARD PROCTOR BFNSIY FOR ME MME DEPTH OF THE MATEMAL PLACED. ME BAIXBLL FOR ME
TOP 8' OF ME DeAVATION BELOW ME LIMIT Of SURINAOE SHALL BE 3 STONE MEETING ME YATMAL
REQUIREMNTS OF NE INGOT AND SHALL BE COMPACTED TO NOT HIS THAW 95% STANDARD MXTM
DEN97 FINAL BACNBLL FOR ALL PAR INSTALIATONS WERE TI IS GREATER PAN 3 SHALL IE DEAR TELL
MAMR14 FREE OF KING LARGER NO B' IN DUALATUD FROZEN LUMPS OF SOL WY.O OR OMFA F%IRAIEWE
MATERIAL OAPACTED M 12- MAXIMUM LIFTS TO N07 LESS PAN OR STANDAD PROCTOR DENTl RED 11E MINE
DEPTH OF ME EXCAVATION CWMAUMM SOUL PRONOE A NE PARTY TESTING AGENCY TO BRINGS tt PACMR TESTING
AS NECESSARY
] FOR INSTALLAMN OF STORM MAIXj WATERMAIXj SANITARY MANS WA" 3RNR LATERALS. ARM SANITARY
Y a LATEEAIS UNDER WY SIRRTS RECAA OF ME MRWICFXN OF ME IITHLLIY ME MINIMUM
CDW3 mW ME TOP GF ME INSTALLED PANEMENT M CARD GROUND ELEVATION TO ME TOP OF THE INSTALLED FIFE
OWL BE NO LESS MAN 25 MET OF LAVER ALONG MY PART CF THE %FE IF ME STANDARD PRACTICE OF ME
MUTY MAT HAS JIPoSIICTCN 014R ME INeTALITCN HAS A YYE MIN" m1FR REWY T.
THE MOM MOMENT Po:WIf MT SXNL fAHMR.
4,IF EXISTING A9CLYE HAS HID UME STABIUZED, BACMLL WITH 8-MARROW TO BaIIW OF EASING S MME
MIT FILL M ME Wli BE EASING WBGRADE WITH COMPACTED AOAEGATE NO 9.
5. THEY STANDARDS SHALL ARMY FOR STORM xxERS INSTALLED WIMM ENsnxc AND PRCPoSfD CITY RM AND RON
STORM 4YERs PAT SHALL BE WRITAHxm BY ME CITY TSCMDIESS OF STORM STAN JURISDICTION.
6,ALL SI FIFE all EISTNG OR PROPOSED COY R/W MALL BE 9U"UD 0]NOTE WE REMOF
MRMCIXN 01EA STORM PIffS
STANDARDI CITY OF CARMEL STANDARDS
DRAINING
10-31 TRENCH DETAIL FOR CITY STORM SEWERS
TRENCH DETAIL e
NOT TO SCALE C806
A D
2F 1 zF
D 1
4 c p \ '
v\\ I
C c D vD A D A aNIC
CHAIRBACK CURB CHAIRBACK CURB
EDGE OF PAVEMENT
t
LMNIMUMYN3P
INCAUNTIED 12 BELOW CONCRETE
SURFACEANDSECURIED
WITH CONCRETE FASTENERS
T LONG STAPLE EVEFIYT-
CRLLSHEDAGGREGATEASSTONE
(MINMLNI
NOTE:
ALL CASTINGS SHOULD BE
00 5TAMPED WITH 'NO DUMPIN
0 0 0 0 - DRAINS TO WATERWAYS'.
000000
000000
000000
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0000
No. R-2565-A
NEENAH CASTING
IIII - T,�mrr�>rrfln
II
I
STANDARD REINFORCED CONCRETE BASE
STORM MANHOLE DETAIL e
NOT TO SCALE CBOb
SEPMING TECHNOLOGY
RUEBER MITI
HOME
(CPIION>LWRHOME
NRFSITIES)
NOTE:
SYNTHETIC TURF TO BE
FOREVER LAWN PLAYGROUND
GRASS ULTRA
CONTACT MELISSA GUFFEY
WITH RECREATION INSITES AT
311-573-0586 OR
marelsG}sine reacticninsiteS.com.
SEE SHEET CIOT FOR
LOCATION,
CURB TURN -OUT DETAIL e SYNTHETIC TURF SURFACING e
NOT TO SCALE CB06 NOT TO SCALE CB06
iO
SPLIT FACE LIMESTONE VENEER
SEE SPECS
WATERPROOF MEMBRANE
6
-
VERT N5 REBER P 16'
TRAILHEAD PAVEMENT
IB
CAST STONE CAP.
55 ANCHOR AND 401
DOWEL AT EACH JOINT
N5 REBAR CONT.
1:6 BATTERED WALL
4000 PSI.
CONCRETE
KEYWAY
m
• • %5 REBATE COAT.
� MS REBATE @ I61,
B"
•
BATTERED SEAT WALL DETAIL e
NOT TO SCr -E C806
V
AD
LOU
YLYY1pMUNRRTTIIZI/UUXgAA
\.,.�P�, fR 15 ROFoc�r LA20700037
SO
1n InNAHRG�.•o'•
DATE 04.182019
THIS DRAWING AND ME IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE ME EXCLUSIVE
INTELLECTUAL PROPERTY OF ME SCHNEIDER
(S RPMADCAN, AND ARE NOT TO BE USED CR
REPRODUCED, IN WHOLE OR IN PART, MMWT
ME WRITTEN CONSENT OF ME SCHNEIDER
CORPORATDH.
COPYRIGHTED BY ME SCHNEIDER CORP.(2014)
f4lb
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216-1037
Telephone) 317,8267100
Fax: 317,826,7200
wwwschneidercorp,com
Civil Engineering
CIS NO LIS
it Surveying
Landscape Architecture
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DAM
PROA CT NO.:
03 08 19
2722.017
DRAM BY:
CHECKED BY:
CAJ
MRK
SIEIT TIRE.
GENERAL DETAILS
DRAWNG FEES:
FILENAME
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MAY ociA
)PAY iwi.+e
ANY
m. \\nNOW YNI$,MsPyy
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SO ET NO.:
C805
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