SIGN-0559-2019 RECLEIVED
A-us, 2 9 2019
70WN OF QUEENSBURY
= a SAW CUT & REMOVE EXIST. 7 r NI F!r"E-7
PAVEMENT AS REQ'D. TO
INSTALL NEW DROP INLET
� PER THE REQUIREMENTS
OF WARREN CO. DPW
EL
1 �
r
NEW MANHOLE CUT INTO
E
` - �— EXIST. STORM SEWER,
w
{ " INV. EL 313.7'f,
/ RIM EL. 318.8'f -
i }' BAY ROAD WATERTIGHT CONN. f
PER THE REQUIREMENTS - ----__
a s / ---------------- -
• OF WARREN CO. DPW
I lF _� _
Ex'ST. 12" WATER MAI.^,I v — x —w —w w —w w w —w —w —w —w -
-w w — w w —w w — ' w ----------- w -
�.
w —w —w —w —w ------------ ------------- -------------------------------------
--- _
EXIST. 18"0 STORM SEWER w
r ` 1 -------------------------T--- - ---
4 --- -- - ----------- ----
__________________ - - ---- -__ -
-_ - - ---- - ------ W-------------------- ----
47 EXIST. SEWER MH -- N.
_-- \w
TF-319.24 a_10. 4,// �\\g �. �E 151 w
EXIST, INV.-306.39 ' E
,�,' `moo �e N05°11'12"E M3 w-�-- - - -
N05°11'12"E - - F - ( CIRF - -RIM 314.0
g _ _ 11.6 2'
-A - - - - - -
- / ` 150.01' I INV IN 308.35
4' it�it<s1 \\ 1 INV OUT 308.25
-- s— ss ss — ss -F— ss — ss ` 1 ss s —ss —ss�—ss —ss — ss —ss ss
ss s l / ss —s� ��s —ss —ss —ss —ss —ss —ss —ss --�)
i s o
-- ----------319----------- -
71
SEW_ER E ASEMEN
EDGE --- _
PAVEMENT. 320---R=25/ .---- _- -_ ____ _---_
---- -
t 'I — — — — — .
DETENTION BASIN, MIN.
CB-4 1I I, j o _ - ----- ------ `� ` �' ' CAP = 5,800 C.F.
ASPHALT / �, , '4 ,-�,r� ----- _ BASE EL. 317.00',
INIV. OUT3315�5' DRIVE I ;! r' ,'/ �; i \� `�\ i I 1 i i I T/EMBANKMENT 320.50'
\"\ LA
I i I i^u I I �-- PRECAST CONC. OUTFALL
----- -_45' 317--- ---- I I ; II I STRUCTURE, SEE DETAIL
I P-1 r
�— LINE BOTT. OF BASIN
�Q -----Io-------- 9--
U., �-- \
I I W/ LIGHT STONE FILLING
TIE-IN TO EXIST. SAN. I; R=49 IQ I & 4"o PERF. UNDERDRAIN
SEWER MANHOLE, W/ d _1 /,' )----�,i�'--60- °°----32/ - ,��I i SEE DETAIL
A WATERTIGHT CONN. , --- ------321------,
7 ` i I FLARED END SECTION
PER TOWN OF QUEENSBURY - , ,' '-8�°' .-- �--^ I ,
INV. EL. 313.50' OUTFALL INV. 316.00'
R=25' --- -- ---- I �i I
CONN. WATER LINE TO
EXIST. STUB-OUT ,./ i !S , �� 2'-6" W. TRENCH DRAIN
10'.-7 1 I ty- 1 I AT EAVES W/ 4'0 PERF.
' r q=5' C.O. ` PIPE, SEE DETAIL, TYP.
RIM EL. 320.00' �' _I / I !11 11 ARFA '� 1 I