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01 /21 /20
DATE:
R6ERCOVE 6"�MIN) FINISHED
CONCREfEANCHORPAD — �GRADE
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/ 5
51/4"CASTIRONNJO� �
PIECE NDlUSTNBLE �
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F CASTING WITH
"WFTER" STAMP
WAiEA
VALVE ASSEMBLV �
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P�AN CONCRETEANCHOR
ELEVNTION PA�
NOTES:
1. VALVEBOXASSEMBLVSHALLCOMPLVWITHTHEWATERUTILITVSTANDARDS. WHERENO
STANDARDS ARE APPLICABLE, PROVIDE GRAV G45T IRON QEANOUT LIKE EASTIORDAN 8555 SERIES
OR NPPROVED EQUNL (REFER TO SPECIFlCNTIONS). COVER SHNLL BE FLUSH WITH FINNL GRADE.
2. NOLOADSHALLBETRANSFERREDFROMTHEVALVEBOXTOTHEVALVEASSEMBLV.
3. CONCRETEANCHORPA�REQUIRE�WLAWNAN�LAN�SCAPEARFAS.
4. WHENVALVEASSEMBLYIS�EEPERTHAN48",ANE#ENSIONWILLBEREQUBE�TOBRING
OPERATING NUT TO WITHM 24" OF FlNISHE� GRA�E.
WATER VALVE BOX DETAIL
3 NOSCALE
4"NS" SINGLE INIFf
SiORZ CONNECiION�
\\ �PRECNST 3
MNNHOLE �
I LL PRECAST
38' HEIGHT PAINT PIPE RED PER CARN,EL p �MANHOLE
CONFIRM �IMENSION �FIRE DEPARTMENT STANDARDS ��6�, �I f`p`P� 'r\ z
witH FiRE oEanRrtnENt j =��
�N rlI � \ CNp�
SLOPE
�4" DUCTILE IRON PIPE 5`oPE SLOPE ¢ i
N �� N A � A
P�n cruvE� nr F.o.c easE
� SLOPE BACK FROM CHECK �FOR DRAINAGE FROM BALL DRIP o 0
VALVE IN BUIL�ING
PREUST PREUST
` �MANHOLE � �MANHOLE
`AOTOAIATIC BALL DRIP VALVE �
4"X72" MJ. ANCHOR COUPIJNG
04 FVo� S\ � o/
O FIRE DEPARTMENT CONNECTION DETAIL wI �_
5 � �HN`� z
NO SCALE FLOW jG" FLOW a� FLOW
� SLOPE V
s., w a s�j � n a �� � ��� a
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a
�, I SEQION 'B' I �
� 8 8 9„
O� Q Q
- `PREG45T ICHNiNEL
MANHOLE 1/2"/fT � I1�Z�IFT
OPENW6 OMATCH a� SIOPE z SLOFE
STRUQUREDIMENSION ti Qi�
I PIACE 1/2" DIAMEfER � �
z � EIRRUDABLEPREFORMED �
� WSKEf MATERIAL IN �pe�'
�I EACH KEYVJAY�SEE \ / i
�ETAIL�. NON-ASPHALTIC y9
PWNVIEWSQUARERW6 PwNVIEW MASTICORBIITVL �?'�\ �PRECAST
ROUN�RING RUBBERPLASTER SKTION'A' MANHOLE
I 63° \ p«EPTEDALTERNA7IVE. `pPF' � NOTES:
L I�NDEUSTINGRNGEOR / S/ 1 DIAMEfEROFINCOMINGANDAOUHGOINGPIIPES.
�_ �L —
� FLANGEOFCASTING � PROVIDESMOOTHTRANSITIONBEfWEENCHANNELS
NOMINAL 1/2" BUTYL RUBBER BASE ��- AND PIPES AND AT CHANNEL INTERSEQIONS.
EXTRU�AeLE PREFORME� GASKEf I—�4"ID, yl l.�l I 1 2. REFERTO UTILITV PLAN FOR PIPE INVERT ELEVATIONS,
MNTERIqL (TVP) OR NCCEPTED ALTERNATNE SIDES AND FLOW CHANNEL MATERIAL.
34"0.0.� 3. CHANNELHEIGHTT08EAMINIMUMOFSO�OFTHE
GNSKET DETNIL SEQION'A' M90E OIAMETER OF MLEf ANO OUTLET PIPES.
OPRECAST CONCRETE ADJUSTING RING DETAIL OMANHOLE BENCHWALL DETAIL
4 NOSCALE � NOSCALE
PAVEMENT FINISHED pqVEMENT
PAVEMENT FlN6HED �_ 5'ORLE55 GRADE
I 6RADE TOPSOIL6"�MIN) I � � ORTOPSOIL
�� � I ` ` I �__
�
� I --�--- ' -�-- � _
a, —_��----._��~vi -,�� E�6EOFPAVEMENT,NRB, \\ '�MIN�1250D.+12
EDGEOFPAVEMENT,NRB, ` I (MIN�1250D.+12 GUTTER,ORSIMILAR \� � I ,�
GUTTER,ORSIMILNR Ii � STRUCTUREINTHEPUBLIC �V ' � PERO.S.H.A.
PER QSH.A.
STRUQUREINTHEPUBLIC �, a RI6HT-0FWAV � REQUIREMENTS
RI6HT-0FWAV — REQUIREMENTS z 1
z 6RANUWRFlLL�SITE),'B'BORROW g I O.D.
� I O.D. OREQUNALENTGRANULAR _ II
GENERALFlLL�SITE) MATERIALCOMPAQEDT095°/a �
STAN�AR� PROQOR �ENSITV �
#SCRUSHEDSTONEOR#8 / ;� Q �
FR4QUREDFACEAGGREGATE,HAN� O/ � u8CRU5HE�5TONE0R#8
TAMPED OR WALKED INTO PLACE I � /
% FRAQUREOFACEAGGREGAT� �7� � I
� HANOTAMPEOORWALKEO �-
a—`_. _— --.. _.. __ a
; a �___ .. _... _ . . _ . .
_ 1 WTOPL4CE e } I
� I WITHIN 5' OF EDGE OF PAVEMENT
6REATERTHAN 5' FROM ED6E OF PAVEMENT
LEGEND NOTES:
1. ALLBEDDINGANDINITIALBACKFlLLSHALLBEINSTALLED6"TO1T'
OD. = OUTSI�E �IAMETER BALANCED LIFTS.
D=INSIDEDIqMETER 2. AMINIMUMOF9"CLEARANCESHALLBEPROVIDEDONEACHSIDEOFTHE
INSTNLLED PIPE.
DEPTHOFBEDDING 3. BEDDINGSHNLLBESHNPEDTORECENETHEPIPEBELLSOTHNTTHEPIPE
�ONSTRUCTION tl= MATERIALBELOWPIPE BNRRELISUNIFORMLVSUPPORTED.
4. REFERTOSPECIFIG4TIONSFORADDITIONALINSTALLATIONREQUIREMENTS.
with all regula�ions
a�aicoae, OFLEXIBLE PIPE (PVC & HDPE) BEDDING DETAIL
armel 1
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SITE UTILITY
D ETA I LS
$[/{�E: AS NOTED
DATE: 19 Au�usr zai9
PROJECT #: 19� Ps cze
DRAWN: Nsv
COORD: Nav
APPROVED: Nsv
C2 2