HomeMy WebLinkAboutC7.1 Site DetailsiHREADED PVC CLEANOUi PLUG
GFADE SURFACE
AWAY FROM CLEAN �
ADJURARI F
HEAD
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HEAVY DUTY COVEk W/ LETiEFS
"C.O." CAST (NEENAH R-19J6
IJD AN� FRAME ON �RIVINP
SURFACES)
�1"IN GRASSY AREA
� ' 0"IN PAVED AREA
4" MIN. 2500 P51
P.G CUNCREtE
12" COLUIR
SIZE OF R6ER PIPE
�� PER LOCAL CADES
f a5' BEND
°oo�°�_causHeo sroNe
0 oos aee �oca�
�oe�o o cooes
0 oe DIRECTION OF FLOW
a�oo e
qr;EJ �PWG wvE IF SERVICE
L/+TERAL DOES NOT
CONtINUE
SEE PLAN FOR PIPE SIZE, TVPE, AND ELEVATION
rvOtE- SEE APPLICABLE �EtAiL
FOF BACKFILL AN�
BEODING WSTRUCTIONS.
STORM CLEAN-OUT
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No.
19300219
STAIE OF
PVC CAP
� FlNAL GRADE
6' PVC PIPE
IRACER NIRE
X 6' % 6') lEE—WYE
HMA SURFACE 95mm
�HMA INTERMEOIATE, 190mm
NQ 53 SiONE
�NG 2 STONE
�SUBGRAOE-SCARIFlEO ANO COMPACTED
TO AT LEAST 959 OF THE MODIRED
PROCTOR MAXIMUM ORV DENSITY
NOiE:
L CURRENT IN�OT SPECIFICAti0N5. GOrvTRACTOR TO
ENSURE COMPLIANCE WIiH GEOiECHNICAL
ENGWEERING RECOMMEN�ATIONS
STANDARD DUTY
ASPHALTIC PAVEMENT SECTION
NOTE: CWGtEIE RPRON AN� ChSPNG SNALL BE
WSiALLm SO TIAi iHEY DO NOi
CONiACi ThE LRIERFL OR lA1ERAL C4P.
NEiVAN R-1W6 �R EASi JpR�AN '�.5I8-�
wTM scm�n ax c>snnc �
c^ r�c cn:=� �
as'xw"
PVC PIPE
% 6" % 6') 1EE-iYIE
y6 SiONE Bfl➢IV CaNCkErt-� ���������������'��'���?� s��R LAIERN
, h�°"'° P"E�"' CLEANOUT TYPE 2
SEWER LAIERAL SEmIVG EX1ENo io
L?I�ISNABE� EPkiH. (HARDSC4PE SUNFACES M'� ALL 07HER INSiAILA`pN5
BEYCAD 1NAEE FFiT OF BOILOINC)
�� I TRICO REGIONAL SEWER UTILITY
Schneider �'PE 1 CLEANOUT DEfAIL
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j o BACK OF CUftB
" FACE OF CURB IJP OF
� q� �GUTTER
% ~
� o STANpARD 6"
CURB
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PLAN VIEW
i 7 RADWS
5' THICK 4,000 �
P51 CONCRETE
FWME
CONCRETEFLUME
NOTE:ALL AAB AND CRAVri SPACE
CONNEC7ION$ NUST BE A SIINIMUM
OF 3' BELOW 7HE FOOiER AND E%IT
7HE BUILDING AT 7HE FRONT OF
iHE SiRUC1URE i0 PRONDE iHE
SHOR1ESi, MOST DIRECT ROUiE
FROM 7HE BUILDINC TO 7HE
E%ISPNG LAIERAL SNB
FWNDA710N
(FOOIER)
�'':
J' MINIIAUM
4' SENER�� '
.� ��V� \. � n� � �\
6' MINIHUM. SEE SANIiARY 4X6 RIGID
SEWER 7RENGiING, BEDDING
AND BACKFlLL CETAIL
CLEANOUT TYPE 1
�����nw (ONLY LANDSCAPED SURFACES YAiHIN
� �°a�„ 1HREE FEET OF BNLDING)
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
,
�{�n„� i,.va�i_
DATE: 06��9�20
F�owurvE. S�oaE PER
P�nNs
�TOP OF 6"
CURB
�CURB AND
GUiTER
CURB AND 5" RiIrK 4,000 P51
GUTTER CONCRETE FWME
SECTION A—A
No.
19300219
STAIE OF
�� I TRICO REGIONAL SEWER UTILITY
Schneider T�'PE 2 CLEANOUT DEfAIL
I�
�MIWdN 1' QEPAANCE FA011, lOP OF
cnr ro eona� ar ccsnuc
-lAdfER 1'M1IF
MONOLITHIC CURBIWALK
4" CGNCF
a' s oNE
t+
S"
i
HMA SURFACE 95mm
�HMA INTERMEDIATE, 190mm
N0. 53 STONE
� N'�. � STONE
�SUBGRA�E-SCARIFlE� AN� WMPACTED
TO AT LEAST 95% OF THE MODIRED
PROCTOR MAXIMUM ORV DENSITY
NOTE:
1. WReENt INDOT SPECIFiCntIONS CONTRACTOR t0
ENSURE COMPLIANCE WIiH 6EOiECHNICAL
ENGINEERING kECDMMENDATI0N5
HEAVY DUTY
ASPHALTIC PAVEMENT SECTION
NOTE: CAS➢YC SHALL BE INSiAlLE9 50 1HAi
IIEY DO NOT CONiACT'HE UIEAAI OR
IArNAi CAP.
20' ffSiAL CAS➢NC INiH 12° LID,
iErrzr�o 'scw�u ciearvour rew �
� PENiACONAI BOQ/LOCK
HDPE PIPE TO EX1EN� 6" PVC C
NIM1IMUN }^ qBOK SiONE � �
ii r
20"m :RAiLO 4�PE NElEfir' �hi
]2 LBS�FT, MiN. 3' OFFP IXt Ef.Lf_ �v
6' FRON *OI' OF PIPE i0 BOiiON
OF MEIER P'�1. CON1RACi0R SHPll
YOi ALLO'A MEiR Plt t0 CONTFC7
lA1ERAt/tEE-WYF CONC9�i GP.
No.
19300219
STAIE OF
�.�a u�_
��
Schneider
kININUM �" k MA�1MJM 4"
CIE.VtkNF FltOk i0P OF
CAV i� 90IIQN OF GSnNG
— mnttF mRE
,�, �FM0.CRA�F
CLEANOUT TYPE 3
(ceass oa urvoscac[ sua�ac�s
BEYCN� TMREE FEEi OF 2JILOIKG)
CtEARANCE tROM tOP Oi RP'
lOP G jA SiONE
E` NWIFIUM (hP.)
S9R15 �lC PPE
% 6' % 6') h�-�
6' SEN°R UIEPAL
TRICO REGIONAL SEWER UTILITY
TYPE 3 CLEANOUT DETAIL
/�\
q
1/a" WiDE SAWrUT, 1" DEEP,
5' 0 C MAX
6" x 6"-W1.4 z W1.4 WWF�
P.Q CONCREiE PAVEMENi
(4,000 PSI MIN.)�
6" x 6"-W29 x W29 WWF
q4 DOWEL
�18' G.0
1/Y' EXP. JT
� 20' OG MAX�
COMPACTE� SUB-GRADE OR TRENCH � NO_ 2 STONE
BACKRLL TO AT LEAST 959> OF THE
MODIRE� PROCTOR MAXIMUM �RV DENSITY
HEAVY DUTY
CONCRETE PAVEMENT SECTION
NOTE: co�x nrnxc nxo srnix�ss s��
STRAP�S) WIiH 6 MIL PNSTIC
WRAP ANDENWSE WITH
ONE FOOT OF 3,000 P51
MIXEDCONCREfE IN ALL
SEAIiREiEFiYPE"F"MODEI"H" DIAECTIONS
IiUBBER GASKEf
�SEE MFG �AAWINGI MNN�
�i�ss s��
SAODLE IAUST BE AT AN
OG 45 �EGREES
„`" `^^• OF NI%m CIXICREIE
ER QlPRE SAOOLE
SADDLE TEE DETAIL.
REVISION TABLE
Rev OB/03/18
u.t� v, i?, i �
TriCo Regional Sewer Utility
Saddle Tee Detail
CURB PER OETAILS: 10-1} iryftWGH 10-1] AN� 10-2�
! .l I
t. � CIASS �A'...•
�E1�N�![lE•�
N
E%IS➢NG PAVENENT TO BE SAWCUT
PNO CLEAN OF OEBRIS AN� LOOSE
ASPHALT BEFOIiE INSiALLING CURB
12' MIN
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lNS7ALLlNG CURB ADJACENT TO EXlS7/NG PA�EMENT � Q
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INIEGRAL WRB N1iH CONqtEIE PAbiMENT SNALL BE 4MRAR SHAPE � U
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CURE ALL EXPOSEO SURFACES U Q
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CONiRAC110N JqNiS SHALL BE SAWCUiIN CONIINOWSLY PWIiE� CURBS i0 A NININOM �EPiH Oi 1/3' 0 �
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DAMPEN SUBG4ADE BEFORE PUqNG CqJqtElE
CONIROL JqNiS SAWCUT EYIItY 5' MA%INUM ON RMII OiHEft'MSE EYEAY 10'IAA%IMUN. PREFIXtME� EXPANSION JqNiS E4ERY 50" MA%IMUM
NO BACKFlLLING Oli COMPAC110N MAY OCWR 12' FROM CI1RB IIN11L 5 NLL DAYS HAYE PASSED PF1ER PIAqNG CONpiEiE ���
¢ Z c�
E%IS11NG lINOERDRAIN AN� FlL1Efl FABRIC ANO STONE �RAINACE EN4ELOPE SHALL BE PRESEFbED � Q I
QCONqtEIE CAP SHALL BE INSTALLE� YAIHIN 1 1/2" E%ISiING ADJACENT GRADE, 1 1/2" OF HMA SURFACE, 9.5 mm SMALL BE INSTALLED TO MAiCH E%ISPNC GRFDES Q��
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CONCREIE SHALL BE INSTALLE� IN ACCOIi�ANCE WM INDOT SiAN�AR� SPEqRCAlI0N5. �
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ORIGINAL ISSUE:
10/i6/2019
KHA PROJECT N0.
170110000
SHEET NUMBER
C7.1
No ts�
L INSrAWTION i0 BE COIAGLEIED IN Ai,CORDANCE WITH
MANUPACiUftEF'S SPECIRCATIONS.
z FiuisN is e�ecreoaw�o w �waoMnre
d. COLOR i0 BE SiAN�ARD BLACK
BIKE RACK
xrs.