Final Plan NEW MANHOLE FRAME ac COVER
TO MATCH EXISTING
1" REVEAL
i CONE SECTION AS
t IN GRASS AREAS
t UO� FIN. GRAD REQ' PRECAST COVER' AND .ADJUSTMENT
RINGS AS REQUIRED.
COMPACTED
a SELECTED
SAW ILL r `�� NEW4'-0" STEPS ('fYP•)
MATERIAL ✓� PRECAST MANHOLE
8" COMPACTED2 Y
a i �' I STONE
d > O ,� NEW 6'/8' SDR/I'VC
1 t/x PIPE DEP1H �, � � r 0.00 35 IN •A 35 OUTNEW 6'/8" SDR/PVC
do
INV. IN ?�:g I OUT
fz c�usa♦eo s1 �` ; ••
NV:
I1"AL MANHOLE
COMPACTtTJ�ED � SCALD NONE
r—o• sari. � 1
MANHOLE NOTES
_ TYPICAL SANIJ6EY PIPE B DDIN� --�� ``` �� 1. MANHOLE COVER TO BE UNMARKED'
2. MANHOLE
(SCALE., NONE) COVER TO BE INSTALLED W/ 1" REVEAL TO FIN.-GRADE IN NON TRAFFlC AREAS
UNLESS NOTED OTHERWISE, SLOPE.GRADE AWAY FROM MANHOLE TO PREVENT SURFACE WATER
FROM ENTERING MANHOLE.
3�
MORTAR ALL PRECAST GRADE ADJUSTMENT RINGS IF REQ'D.( ) TO PRECAST t MANHOLE COVER
u` ? + + AND TO EACH OTHER. TROWEL JOINTS SMOOTH INSIDE AND OUT.
?A I
4. ALIGN MANHOLE COVER I . EL 303.00• �� WITH FINISHED GRADE AND MORTAR TO P_ RECAST RINGS/
STONE RIP RAP ( • � a' . PRECAST COVER AS REQ'D.
`�?� ' •`� \ I 5. .*ALL MANHOLES AND COVERS TO BE FORT MILLER 4'0 PRECAST W/ PRESET STAIRS AND W/ A
FLEXIBLE BOOT ASSEMBLY INSTALLED IN CORED HOLE (SEE DETAIL - DWG Al C). '
I 6. ALL MANHOLES INSTALLED IN GRASS AREAS TO BE DESIGNED FOR AASHTO H2O-44 LOADING:
SILT FENCE i I 7. ALL MANHOLES INSTALLED IN STREET' TO BE DESIGNED FOR AAS -
I
?� .)'�► 8. COMPACT ALL GRANULAR SUBBASE MATERIAL. HTO H2O 44 LOADING.
9. EXISTING SANITARY MANHOLE TO BE CORE DRILLED AND RUBBER BOOTED WITH SMOOTH INVERTS'
f ` fib SANITARY MAINS TO BE AIR TESTED AND T.V. INSPECTED. '
`$' ( ` r 11. INSTALL RED GATE TIDE FLEX CHECK VALVE AT DISCHARGE':END OF
C8 ' I I 8" SANITARY LINE IN MH2.
U`�. •,, PR�x CATCH)�NREQro., f GQ,y•l - �,
j O ,�^�"'"�•• \` ` RIM ELEV. - 318.06' I 1 1 �w�' °0 w , INENr CO ;
INN IN .• 315.06' I i TEF_ SE1�. Ir HDPE N12 DISCHARGE PIPE
INV OUT - 31S.0i' ' OV A E FOR R
<. € _ \ \ •.`d �d RIP RAP INV. OV295WITH FLARED DISCHARGE END AND
\ 3'-t X 3'- X AS O'D. / / I N� 9/ Ica Q�. ' . ,t ,
PRECAST CATCH BASIN \ ii71•• `'
RIM ELEV. - 324.80• ' b, �! �� � . I S'1� �
\ INV IN - 321.a0'
2 \'1W OUT - 32JAW.. �""I' I ,/ I i WV OUT w 304.OQ' INv. - 294.75' -
I �'tj STONE RIP RAP
_ •t--"' ` RAP -
Ark p�QE coP "I"5.
5. (SEE TYPICAL SECTION
a 1► cR '>A
o• , I ' ` 1 oo� --�/ p`o
�� HEAVY DUTY F Edo GRATE
W. ELEV. - 327.76 1 I I �''� ; i / CAMBELL 1154 ROUNb COVERS)
CAMBELL 1396 SQUARE COVERS)
i
• l I •.`a}, ' �,, - ' FIN. GRADE BADE
G P
�! �` �' ��' "9 w ;5" PRECAST CO
Luau
VER
a :e CATCH PBASI CONC.
/ —
HDPE N12 0 1 HOPE'N/2
• t I � r
M. ELEY. - 327.76' o+1,a� ?�� tr
�� ��' CONC. INFILL .. , SEAL JOINTS INSIDE
\ _ I . . AND
� OUT W/ MORTAR
.., ' � P .'.. i t ,tkt i�'='^ , i.; f .. r+;: -• . �,'� , tii .. // i1 l , ` � + _ / $ �• _'�r (Ttr
y .) .
.. ,• 8" COMPACTED; 2
'bf, .�d,.: STONE
• p loop_ r
loop
_ ;
►sue'' „ TYP I CAL tATC H BASIN�
s�-d x r-,T tc As FIFTa•o
�� (SCALE: NONE)
NOTE: 1. .STEPS REQUIRED FOR CATCH + '
` � � � � 1 � •' PREI•�ST a1a+ Bow. u'� t�
rnr our - 31 i SO•
THAN 4' IN FINISHED pEpT}{ BASINS GREATER
"�> 1' i Z ZG ` EXTERIOR WALL 2. COMPACT ALL BACKFlLL AROUND CATCH, BASINS
IN 8' .LIFTS
" D +Op ? OPTIONAL FRESH AIR VENT�(SCH 40 PVC)
ARRANGEMENT W/ MUSHROOM CAP
R p INSECT PROOF
j G COVER TO BE FLUSH W/ CAP
11 a PA �1 TOP OF FIN. FLOOR : I COMPACTED #1 �c 2 STONE
EXIST. N.11. - . ► p j (TYP.) #
�
POWER POLE �� 2 / r FIN. FLOOR ELEV.;�_ 6' CLEANOUT COVER TO HAVE
• I3" REVEAL W/ FIN. GRADE COMPACTED SUBGRADE
I r _
ROTATE 3" FRESH AIR VENT OR PAVEMENT
C7 TO CLEAR BUILDING TRAP GRADE SIDEWALK
EXTENSIONS
W. 329 " PAVEMENT "
SC -- 4 ,12 .18" HDPE STORM DRAIN
O„ - 't3` ,
� I 3' SCH. 40 PVC FRESH AIR VENT 40 PVC
SL - COMPACTED SUBGRADE 10 1
4 SCH. 40 PVC ---+r- 6 SCH. 40 PVC
TO MANHOLE 5' (WIN. - TYP.)
# t 4 X 6 CO NC.
a -
REDUCER CTI O N STORM DRAIN TRENCH
OUBLE HAND HOLE P. S
LEBUILDING TRAP OR RUNNING MAX (SCALE. NONE)
TRAP (SCH. 40 PVC ) ( ')
\ +
NEW BLDG. FOOTER APPROVE
Y I Application
i COMBINATION "Y' MAR 2 0 2000
5 z�� I + , AND 1/8 BEND (SCH. 40 PVC)
i G r vALYc i ,
vtL • + I onin Adm+nis trato
I T P� '�► QpY�'" ' p' T EEN
(SCALE: NONE)�/ IA BUILDING DRAIN
FIN. GRADI:
FIN. GRADE
a INV 0 3 t .50' I
It
1'-0" MAX. r
MATE
I
f (IN ST B' TIDE-nxx CHECK VALVE
lu IN 3133oe• IN FMOR°DU AI�I DWG. _ RIP RAP - 1' THI
CK
2' VALVE IN 313.0T1•
UNDISTURBED EARTH
6" -
EXISTING CONTOUR LINES ---__ ._._� ---_ _- Nam, 300' (�PPRox. •�.311x { our •`313.00• 12' STONE(TY?.)
D.I WATERLINE FILTER FABRIC - EXXON
REVISED CONTOUR LINE """" '- MATCHLNE SEE DWG Al C
TlulusT eLocx 1 GTF-400E
I \ �; •I ---- --^-- 'r-- �— EROSION CONTROL FABRIC
out - s19.9r '�ti ',`
TYP
t N.T.S. ��'a' `��,� O? ?O �� ��' - CAL
RIP RAP SECTION
c� tlir SOR 33 TO EXISTING -
SANTTARY LINE FIN. GRADE (SCALE: NONE)
N.T.S. FIN. GRADE "• 306.00' SEE DWG AID FOR PROFILE 1'--d' o.L wAtERLmE Fw. GRADE
A T. SPI ASPHALT
INVERT ELEV,A.
I @ • .e. -
°2�t8 0000 • 9 A, 3 1 EL 305.00'
Engineering, P.C.
,• °Q°a 0o,P° STONE RIP RAP STONE RIP •o °• SL P 4.35x A S
a:o. .�o .o.� 1�7—ZWO , --�--1YPI WALE
RIP RAP - 1 -0" THK. (SCALE: NONE) NR 9ayberry Drbe, �, New York 12804 (518)782-4042
` \ " COMPACTED SUBGRADE 6" - 12" STONE t
DRAWN BY:
A 5 3/1/2000 REVISED PROPERTY IVFO S T C O TECH P A F2� � K AT SIX AVE_
�.
KI COMPACTED SUBGRADE c S��tt� �+�-�• MRH
E WM EL.. E- ,...,
5, _&Y, 2PIL EVAT
O� �e4t ` �0 �I 4 C w 8/SINS Q U E E N S B U R Y, N Y
� /`20/93 REVISED STORM DRAINAGE LINES AND CA'
SCALE; 1/2" �"'= 1 —Q~) ECTI� - A 3 S/17/93 ►PoIH�AP EM C ADDED CHEF�(( VALVE IN .T%��ITARY OM CHECKED BY:
�� ADDED LATERAL 'Y LINE FROM MAINTENANCE BLDG.
(SCALE 1/7` A 1'-Cr) FIEJ70VED BAacwATER VALVE FROM TYPIC„L BUILDING DRAIN
. N SED No ti. MRH
s e/`l/o3 FtEvtsED oR1FtcE slzE• ADDED RIP RAP DETAIL.ADDED HYDRANT GRADING PLAN
ADDED EMERGENCY SPILLWAY AND SPILLWAY DETAILS
1 7/14/93 GENERAL REVISIONS SCALE: DATE •�,-
__.... �,. tEv. NO. DATE DESCRIPTION 1 = 40 --O" )J U N E
r»�_ ......—�_.
n -
22. 1993 nuin KiA A of A i-1 k�