HomeMy WebLinkAbout17 C700 general details.pdfMIN. 6'� TOPSOIL MIN. 6" TOPSOIL
EDGE OF PAVEMENT, EDGE OF PAVEMENT,
TO ENSUFE GFASS TO ENSURE GR4SS
6" R. BLUE REFLECTIVE cuRe, currER oR cROwTH cuRe, cuTrER oR cROwTH
PAINT SIMILAR STRUCiURE SIMILAR STRUCTURE
�2'-p" IN THE PUBLIC R/W IN iHE PUBLIC R�W
4, Q„ cRenreR rNnN s' s oR �ess
� ° � �»
� f
� 5 �WED
NOTE:ALL SLAB AN� CRAWL SPACE ONC. EDGE F SIDEWALK o � Mw. i.zs e� Mw. i2s ec+iz"
CONNECTIONS MUST BE A MINIMUM � o - 6�.
OF 3" BELOW THE FOOTER AND EXIT LANDSCAPING �
THE BUILDING AT THE FRONT OF w � ° �
THE STRUCTURE TO PRONDE THE o � 2 RECUUR encKFi��
SHORTEST, MOST DIRECT ROUTE 6" PVC CAP N EDGE OF ASPHALT o � R- �o: "e" eoRROw oR Eouiv.
FROM THE BUILDING TO THE ��g
3' MAXIMUM I GRANULAR MATERIAL
EXISTING LATERAL SNB. N P '�B" BORROW OR EQUN. 1�6 Bc COMPACTED TO 95%
� FlNAL GRA�E GR4NULAR MATERIAL � STANDARD PROCTOR ec
� COMPACTED TO 90% d DENSIiY. d
STANDARD PROCTOR
a
IEMPORARY ��,,-.� •�. oENSin.
FOUNDATION
GLUED CAP (FOOIER) :�.+ � 6" PVC PIPE ��-6�� � �0 � , � • o
.��•�-�3' MINIMUM 8-� 8 LEGEN� �
1RACER INRE 3 GREATER THAN 5' FROM EDGE OF PAVEMENT L E G E N D WITHIN 5 OF EDGE OF PAVEMENT °
3� MINIMUM (6' X 6° X 6') TEE-WYE oePiH oF eEOOiNC Bc = O�TSiDE DinrnEiER �
DEPTH OF BEDDING NOTE: Bc = OUTSIDE DIAMETER MATERIAL BELOW PIPE NOTE �
�pW TYPICAL CONCRETE �OF PARKING SPACE M�ATERIAL BELOW PIPE ALL BEDDWG AND INITIAL BACKRLL — ALL BEDDING AND INITIAL BACKFILL D= WSIDE DIAMETER o
SHALL BE INSTALLED IN 6' D= INSIDE DIAMETER d= DEPTH OF BEDDMG °
� • D (d) MIN. SHALL BE INSTALLED IN 6"
HANDICAP RAMP DETAIL �°' M�" �� ,�� B�`����� ���� �� ,��� B��'���� �����
— d= DEPTH OF BEDDING 2� & SMALLER 3° MATERIAL BELOW PIPE _
4� SEPoER NO SCALE INTERNATIONAL ���� & SMALLER 3" A MINIMUM 9" CLEAR4NCE SHALL MATERIAL BELOW PIPE 30' TO 60" 4" q MINIMUM 9" CLEARANCE SHALL �
HANDICAP DETAIL 30" TO 60° 4" BE PROVIDED ON EACH SIDE OF 66 & LARGER 6" BE PFOVIDED ON EACH SIDE OF o
6° MINIMUM. SEE SANITARY ss° & �aRCER s" THE iNSrn��EO PiPE. THE iNSrn��eo PiPE.
SEWER TRENCHING, BEDDING 4X6 RIGID 6" SEWER LAIERAL NO SCALE �Te N
AND BACKFlLL DETAIL � °
CLEANOUT TYPE � REINFORCED CONCRETE PIPE (RCP) REINFORCED CONCRETE PIPE (RCP) _
TRENCH DETAIL TRENCH DETAIL =
(ONLY LANDSCAPED SURFACES WITHIN GREATER THAN 5 FROM EDGE OF PAVEMENT WITHIN 5' OF EDGE OF PAVEMENT �
\\`��o�P�������q������°� 1HREE FEET OF BUILDING) °
� Q ��S�E �� 12" x 18" .080 STANDARD
; Q,F. RF�, g _ UNIVERSAL HANDICAP SIGN
> N0. �_ `O � FASTEN W� 2 3�8" 0 CAdMIUM
_� 19300219 I�€ � BOLTS, NUTS & LOCK WASHERS THIS SIGN TYPICAL ��
(EACHSIDE) @ EACH HANDICAPPED Mm. s" ioPSOi�
�� STATE OF �4i� EDGE OF PAVEMENT,
4 O'� PARKWG SPACE C11R6, GUTTER OR TO ENSURE GRA55 MIN. 6° TOPSOIL A
g .n �.. �j�,DIAN �G��a
��`�`��ONAL F- �`d° siMiuR sTRUCruRE cROwrH EocE oF PnvEMENr, ro ENSURE cRnss
ry""„I1111111"""\"M IN THE PUBLIC R/W CURB, GUTTER OR GROWTH `
2�� � GALVAN2ED STEEL N THE PUBLIC�R�W �
��� � POST GREATER THAN 5 REGULAR BACKFlLL �
RESERVED
VAN 5 oR �ess �
° PARKING
�µA • xap� � f _
�� CLAY TOWNSHIP REGIONAL WASTE DISTRICT ;� � , a
» •CTRWD• .
Schneider
TYPE 1 CLEANOUT DETAIL � ���`` roP oF PnvEMENT r� M,N , zs B�„2 VERSATILE
'��„a�w M'" , 25 B",2 CONSTRUCTION
Dete 12/OB/OB File T:\8�8988\OOl\D1fGS�06fA[IS�R!-DTIS.D1fG "B" BoRROW oR EOUIV.
GRANULAR MATERIAL GROUP l �l �C•
MIN. 12" COMPACTED TO 95i
p STANDARD PROCTOR �
� 3000 P.S.L CONCRETE NOTE DENSIiY. M�N. tY' s�o ran rro�r eooe, s,�ie e�o
N HANDICAP PARKING SIGN SHALL �jg CRUSHED STONE OR ne. wnxam�a. mma�a �cie�
PM1�. 31].95899 faa: 3O.SA.]SBI
CONFORM WITH CURRENT STATE & qppROVEO eQUiv.
LOCAL CODES AND REGULATIONS. CLASS � BEDDING MATERIAL B� #8 CRUSHED STONE OR
HAND TAMPED OR WALKED 4 APPROVED EQUIV. B
INTO PLACE CLA55 1 BEDDING MATERIAL d
"� HAND TAMPED OR wALKED
'�-4�� HANDICAP PARKING SIGN ' • '"�° P`^�E
,
No scn�E '
GREATER THAN 5' FROM EDGE OF PAVEMENT WITHIN 5' OF EDGE OF PAVEMENT
y
LEGEND LEGEND '~
..
NOTE' CONCREIE APRON AND CAS7ING SHALL BE NoTE: NorE: fd
ALL BEDDING AND INITIAL BACKRLL ALL BEDDING AND INITIAL BACKRLL �^..1`
INSTALLED SO 1HAT THEY DO N0T NINIMUM 1' CLEARANCE FROM TOP OF sHau eE iNSin��EO iN s" ac = ouisioE oinMEiER snn�� eE iNSia��EO iN s" ec = ouisioE oinrnEiER
CONTACT 1HE LAIERAL OR LAIERAL CAP. CAP TO BOTfOM OF CASIING TO t2" Bn�nNCED uri5. i0 t2" Ba�nNCED uFiS. � %1
D= MSIDE DIAMETER D= INSIDE DIAMEfER ����
NEENAH R-�9J6 OR EAST JORDAN �SJH A MINIMUM 9�� CLEARANCE SHALL A MINIMUM 9�� CLEARANCE SHALL
1RACER YARE d= DEPTH OF BEDDING d= DEPTH OF BEDDING �
WITH SENER ON CAS�NG BE PROVIDED ON EAGH SIDE OF BE PftOVIDED ON EACH SIDE OF ry
B� PVC CAP FlNAL GRilDE THE MSTALLED PIPE MATERIAL BELOW PIPE THE INSTALLED PIPE MATERIAL BELOW PIPE � O
1 � �' �
ae•:ae•:io•corrcReh PLASTIC PIPE (PVC 8c HDPE) PLASTIC PIPE (PVC & HDPE)
APRON W1TH FIBERMESH 6' PVC PIPE ~(1) +��+
RONFORCEMENT. TRENCH DETAIL TRENCH DETAIL � �
(s' x s" x s") he-wre NOTE: CASTING SHALL BE INSTALLE� SO 1HAT GREATER THAN 5' FROM EDGE OF PAVEMENT WITHIN 5' OF EDGE OF PAVEMENT ?" �
1HEY �0 NOT CONTACT THE LITERAL OR A1INIMUM 1' k MAXIMUM 4"
LAIERAL CAP. �
CLEARANCE FROM TOP OF Q�
20" VESTAL CASiING 1NTH 12' LID, CAP TO BOTfOM OF CASTING �I
�� LET7ERED 'SEWER CLEANOUY IN1H ( IV1�
PENTAGONAL BOLT�LOCK 1RACER W1RE 6°thick CONCRETE SLAB \./
H�PE PIPE TO EX1EN� 6' PVC C FlNAL GRA�E (WITH 6-6-6 W.W.F.�
� STONE BELOW CONCREIE 6" SEWER LAIERAL MINIMUM 3' ABO�E STONE
APR� ro PRE�Hr CLEANOUT TYPE 2 ARa�NO NEW �N�Ers o�ER �N�ET �AST�N� oR �RATE
6" COMPACTED GRANULAR �& F�,ME A5 sPEaFiEO.
SETRING. EXIEND TO 20'0 FRATCO HDPE MEIER PIT, 6 LEA CE FROM TOP OF PIPE RLL (TYPICAL)
UNDISNRBED EARTH. 7.2 LBS , MIN. 3� �EEP OR E�UAL TO TOP OF STONE � .
(HARDSCAPE SURFACES AND ALL O1HER INSTALLATIONS IFT 6� MININ M(TYP.) a a ,
BEYOND 1HREE FEET OF BUIIDING) 6' S�R35 PVC PIPE a a a
(6' X 6" X 6') lEE-WYE I a dob No.: Date Sm d�
° NEENAH FRA E AND PIPE CONNECTIONS �
� ° GRATE (S�EE RADING � a° (m��) PER rae�e aoa-i iaoas e/so/i3
pe
�"`a",N111'II1"'Iµ � � OF SPECIFlCATIONS
�,�PV�D A R��`� � a GRADI G PLA FOR
a�0 GISif a "'
4 Q- FO`�. 's� 4 a PLAN �OR T. .C.� '°� Drawn By: Checked By: Scale-
nz � d
�: No. _ �a a �" PRecnsT coNCReTe� w �aw tae
= 19300219 �' = a / a a saaceRS oR souo � �
'� STAIE OF -� � 6° FROM TOP OF PIPE TO BOTfOM a a 4 �- SEE NoTE 2 BELOW �MAx. PiPE CnD FiLE:
CONCRETE BLOCK & �
''7. 0 �v c OF METER PIT. CONTRACTOR SHALL 6' SE15ER LATERAL a MoRinR.
'"�n �HDIANP G��.e NOT ALLOW I�EIER PIT TO CONTACT
"�,ssi �'?� � CLEANOUT TYPE 3 a ° . 8 � o�. = z4n ���,30�9��,00 9e�e,�� de,o��s_dw9
ONAI LATERAL E-WYE CONCREfE CAP. a
� 9//IIIIIIIIIINI���h d I � O �\ l Q � ° •
O , ` \���IIII III/I/�/
�.DQ �� (GRASS OR LANDSCAPE SURFACES . I ��0�� t A. B ��/�
'�J BEYOND THREE FEET OF BUILDING) `D � � �� a NoTES: �,�F' ���s'ER�o � i
•"`����AD nA C� a a i. n�� MnTERw� �wo coNSTRUCnoN 10 coNFORMnNCE wiTH _* No *_
��'""�""'"'a s.�pP ��stE � a � a iNOinNn oePT. oF rRnNSPORrnTioN (iNOOr) sPeaFicnlioNS. � 197003 9 z
CLAY TOWNSHIP REGIONAL WASTE DISTRICT ° �
+F f. Rcr s '�p�� r
'• C T R W D• � � � � L Q a � a 2 P o U R E D B E N C H W A L L A N D P I P E C o N N E C T I O N v A R Y W I T H • f� �� ��q
N0. � � a BOX TYPE SPECIRED- O S Ci
TYPE 2 CLEANOUT DETAIL � � = issaozis = a � ° '� �oNq� E�' �.Q�
��'����d�� � � z� �,_ $TATE OF ��z � 4 � 3- HBGHT DIMENSIONS MAY VARY AS REQUIRED BY ���/�h�U����
q��p4` s OF, � P, .� � z a Q a 4 SITE CONDITIONS.
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���„� / a THIS DFAWING IS THE PROPERTY OF
«� � � � PreCast COnCrete Box Inlet vERSnn�e coNSrRUCTioN cROUP ��c
4 4 4 � AND IS NOT TO BE USED FOR ANY
8' � NOTE: ALL MANHOLES AND WLETS SHALL BE °T"ER PuRPOSE THnN Tr+e PRO�ecr
�� CLAY TOWNSHIP REGIONAL WASTE DISTRICT ;��` oESCRieEO HEREiN.
e•cTewo� PLACED ON NO LESS THAN 6 INCHES OF STONE s�EE�^��
TYPE 3 CLEANOUT DETAIL � � CZOO
Schneider � �� ► 6 -o _
Aa���'
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