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P AN
�+� 2" PIPE �RAIN FROM DOTTOM OF CUR� TO INLET
AGGREGATE TO DE PLACED AROUND INLET END OF PIPE
+��+� 3° MIN. DIA. PIPE TO DE KEPT OPEN FOR �RAINAGE
OF 3UDGRADE OR DA9E UNTIL 9URFACE 19 PLAGED.
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�ECTION A-A
TYPE "J" INLET
NOT TO 9CALE
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�� 2" PIPE DR4IN FROM DOTTOM OF CUR� TO INLET
AGGREGATE TO DE PLACED AROUND INLET END OF PIPE
�+�� 3 MIN. DIA. PIPE TO �E KEPT OPEN FOR DRAINAGE
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OF 9U�GRADE OR DA5E UNTIL 5URFACE 15 PLACED.
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9ECTION A-A
TYPE "M" I N LEI
NOT TO 9CALE
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DwG FiLE: D\9B\797\FiNnL\98�97 7 S0 ('62
PLOT SCALE 7 2� 000
pIOT ORI�IN: 0.00,0 00
STRUCTURE
TYPE
INLET TYPE "J"
INLET TYPE "M"
INLET TYPE "M"
INLET TYPE "M"
MANHO�E TYPE �J"
MANHOLE TYPE 'J"
INLET TYPE "J"
INLET TYPE �J'
MANHOLE TYPE 'J"
CASTING
TYPE
NEENAH R-3287-S610
NEENAH R-3287-SB10
NEENAH R-3287-SB11
NEENAH R-3455-C
NEENAH R-3455-C
NEENAH R-3455-C
NEENAH R-3455-C
NEENAH R-3455-C
NEENAH R-3455-C
SPELLCMK:
EDIT DnTE. 02/75/99 15� 10: 12
EDi?ED BY: PED - 5117
..........'.......'.
""""""""""
/8 WA°�FiED GRAVEL '
OR APPROVED EQUIVALENT
(IN�OT 9TD. 9PEC9.)
o O C� ° � � PERFORATEC 'SCHEDULE
�o �O � 40 P.V.C. PIPE (4")
o O p� CXj o
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o a e0
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4" 4�
PERFORA� PIPE
gN0 TRE M DETAIL
NOT TO 9CALE
NER MA/N
4S ° Wl'E FITr/NG �
� �5 °ELDOW
PLAN
EX/ST/NG GROUND
A T � P/Pf \
LA 1'ERAL
-' v LATER.4L
� LOPE 1 '/FT.
�s ° Eteow ELEVA iION
43 ° W1'E F/TT/NG
\ 3EwE�e �a iN
LA TFR,41 DETA/L "b"'
NOT TO SCALE
STORM SEWER - STRUCTURE DATA TABLE
PIPE ELEVATIONS GRADE CONNECT TO
L.F. S�ZE TYPE T.O.R. UPSTM DNSTM (X) STRUCT.
52 12 RCP 838.25 835.36 835.20 0.31 X 2
15 12 RCP 838.25 835.20 835.13 0.45% 3
128 15 RCP 838.25 835.13 834.56 0.45X 4
12g 21 RCP 837.75 833.56 832.98 0.45x 5
�67 z4 RCP 837.50 831.98 831.23 0.45x 6
112 24 RCP 838.00 830.23 829.50 0.65X out
tg1 18 RCP 838.00 834.75 833.60 0.60x 8
122 24 RCP 838.00 833.60 832.87 0.60X 9
145 24 RCP 838.90 830.37 629.50 0.60x out
t/2' CEN1EtrT
IIIIORTAR
�o����
"0' RING'�
PRE-CAyT CONG.
MANHOLE
REMARKS
FLAT TOP REOUIRED
FLAT TOP REQUIRED
FLAT TOP REQUIRED
FLAT TOP REOUIRED
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9EE 3TRUCNRE DATA
TA6lE FOR TYPE OF CA3TING
REDUCER CAP
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MANMOLE
�E 'G' „�.� MAXIMUM PtPE SIZE MAXII�IUM PIPE SIZE
RT. d TO AAAINIINE FOR MAIWIINE
J 24"to36' 60' 33' ��
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��• 6" MIN.
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. . ' - . . '. ' ' • 72� TYPE "J� MANHOLE
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/ LOCKING RINGJ
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MIN. 'ST�EL AREA
0.12 iN. / LIN. FT.
OF WIOTH IN
�OTH DIRECTIONS
OPENIN6 AODITIONALL7
REINFORCED W/ EQUIV.
OF 0.20 IN.Y LIN., fT.
• 90° �T'RAI�T R00�.
MIN. LENGTf'� = DIA. OF
OPENIN6 PLU� 2�.
- P���tV�TRATION
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pEDDiNb A1ATERIAL COMPAtTED
','�'�� �TM �. Y �aTOa �
�ONbITU01NAL °SECTION
TRENCH °fECTION UNDER PAVEME[�1
NOT TO 9CALE
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t.) CONTRACTOR TO CON9UlT 9PECIFICATION� FOR
GOOROINATION OF N�ATERIAL"J TO DE U'SE�.
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DI�TANCE DEFINEO
�Y D.O.�. REQUIREN�ENT
�
MIN. 6' TOP!lO�L
TO EN�URE GRAy�
GROWTH IF NOT
UNDER PAVEMENT
i / � �►ir�ur+uM wmTr+ _ ,
CuRe -J t.25 c. +"tp'
EDGE OF PAVEMENT, �
GUTTER OR'�IMILAR �TRUCTURE _� .
IN THE PU�LIC RIGHT-OF-WAY
� �� ,
IF WIThiIN 5' OF EDGE OF ,
PAVEMENT, U9E �'8 CRU�NED 9TONE �
OR APPROVEO EQUiv. CLA99 I 6E�DING `"'
MATERIAL HAN� TAMPED C� WAIKED
INTO PLACE TO Mir. OF 12 ADOVE
TOP OF PIPE AND �` DORROW COMPACTED
TO 9Sfi yTANDARD PROLTOR DEN9ITY TO �
TOP OF TRENGFi. - � _
NOT :
ALL INITIAL DACKFI�L'�HA�.L
LEGEND DE INSTALLE� IN 6 TO 12
DALANCED LIFT'J.
�c= OUT'SIDE DfAMETER A MINiMUM 9' OF CLEARANCE
0= IN910E DIAMETER !�hiALL DE PROVIDED ON EACM
d= DEPTFi OF DED�IN4 yI�E OF THE IN'TALLED PIPE.
MATERIAL DELOW PIPE
OEPTH OF �DDING
MATERIAL �ELOW PIPE
D d (M�N)
27" � '�MALLER 4
'�0' TO �00" 4
6�0" � LARGER a
PLAgTIC PIPE (PVC � M�PE)
6EDOING �ETAII
NOT TO 3CALE
NUN. 12"
- IF NOT WITNIN 5' OF EDGE OF
PAVEMENT, U�E *8 CRU9HE� 9TONE
OR APPROVED EQUIV. CLA99 I DEDDING
MATERIAL HAN� TAMPE� 0� WALKEO
INTO PLACE T� MIN. OF 12 ADOVE
TOP OF PIPE AND REGULAR �ACKFILL TO
- TOP OF TRENCM.
d
OI�TANCE OEFINED
�Y D.O.T. REQUIREMENT
MIN. 6� TOP90�L
TO EN�URE GRA�'�
GROWTH �F NOT
UNDER PAVEMENT
EOGE OF PAVEMENT, CUR� ! t+ 1' Y
GUTTER OR J►N1�LAR �TRUCTURE
IN THE PU�I.IC RIGHT-OF-WAY -i
, ,�
MIN. 1 �'
IF WITHIN 5' OF E�D�E OF / IF NOT WITHIN 5� OF EDGE OF
PAVEMENT, U5E D �ORROW OR p� PAVEMENT: U9E °D" �ORROW
EQUIV. GRANULAR MATERIAL COMPACTED TO 90% 9TANOARO
COMPACTED TO 95� 9TANDARD PROCTOR OEN91TY TO 1 /6 OF
PROCTOR DEN'�ITY FOR ENTIRE ��6 � PIPE �IAl1�TER ANp REGULAR
TRENCH �AGKFILL d pACKFILL TO TOP OF TRENGH
NQTE:
ALL INITIAL �ACKFI�L'SH�L
LEGEND �E IN!fTA�LEO IN 6 TO 12
�� QUT ���A�A �ER �ALANCED UFT9.
A MINIMUM 9 OF CLEARANCE
R �1i ALL DE PROVIDE� ON EACH
d= �iY A� RI� �LOW �IPE '�IOE OF THE IN JTALIE� PIPE.
MATERIA��OWI P�E
D d (MIN)
27 � '�MALLER �
'SO" TO ro0� a
66� E LARGER 6
REINFORCED CONCRETE PIPE O�CP)
NOT TO SCALE
CONCRETE COLLAR -� G, �MEAVY DUT'( LANiPMOLE
CA�TING W/'SOLID LID,
v��� NEENAH R-19T4 OR EQUAL
�ECDiNG MnTERiaL ��
� 45� �EN�
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. ' � ' CONCRETE CRAOLE
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�'��',�'�`�'; CLEANOUT DETAIL
NOT TO'SCALE
NOTE: CLA9S'A" OEODING TO �E UTILIIEC FOR
ALL CLEANOUT IN9TALLATION'� (',lEE OETAIL)
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DATE: >>/2o/q8
� SCALE: a9 NOTEO
DRAWN BY: PEO
CHKb BY: wRC
JOB NO. 98-�97
REVISIONS
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SHEET NO.
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