utility and drainage plan DRYWELLS
J
#1 - TF ELEV. = 114.0 z Q w
#2 - TF ELEV. = 117. m O o 5; y
LEGEND F- t=
EXISTING GRADE CONTOUR I O M L� Q O Q Z O_ Z
rWl-i EXISTING TREE UNE I 's O N p J O Z C) O
MrY1 PROPOSED LIMITS CF CLEARING , DRYWELLS z �- o Q (n W Z �=
NEW CA Tai BASW #3 - TF ELEV. = 116.75 0 0 E Z w a o- v
—-® PROPOSED STORM CULVERT ° '`r/ #4 - TF ELEV. = 106.0 m z ~ o o CL O o W
oc EXISTING FIRE HYDRANT VALVE ASSEMBLY ~ , � � 0 � D' U)
}� O O LW O
W Q M p a U) W W
Q Cr- � 0
PROPOSED SUBSURFACE I w 5 0 0 D 5 Ld N
— — _ SEWAGE DISPOSAL SYSTEM ° \ ROCK CHECK DAMS LU �- w 0 U)
AREA RESERVED s Of � cn (n (n -
FOR LOT 17 do ti'y ' ,8 ° TYPICAL - -
—+�—+�— PROPOSED WATER SERVICE i 0.21 acres ti : ' '� N
wI 0 0 0
e �J
�v r 0) NN � d\ � 0
Q{ \ O N Q
Q O �' O O \ \ r L U7
REVISED FINISHED FLOOR ELEVATIOIy� a - do ° �`'� INSTALL NEW 8'0 X 4FT DEEP DRYWELL
R LOTS 1 �2 c 23 EX. CB ON EXISTING STORM PIPE o
'/ TF = 100.54 - REMOVE EXISTING OUTLET
23 A & B `� 15" 1 qV. OUT = 97.10�G END OF PIPE AND INSTALL INSTALL NEW 8 0 X 4FT DEEP DRYWELL
TF = 100.5 ON EXISTING STORM PIPE 1
GARAGE rr = i18.2S IY5 ` + '
FIRST fF = 119.25 � � � \ � :°Ci ° ,
INV. IN - 6 + -
' � - 9 .2 REMOVE EXISTING OUTLET
�� 0 TL
2
BASEMENT ff = il3Aj _
J ��� ��' , � � � e - •�� j� � BOT. DW - 95.2'+/- � END OF PIPE AND INSTAL ,
22 A & B jp PROPOSED RELOCATION //
- 98'S' 1 -
GARAGE rf = 123.2s 1 ` \ w OF DRAINAGE EASEMENT
fRST rr = 122.?" I pO �\
BASEMENT rf = 114A
21 A & B ° DRYWELLS I�s� �e�'✓ ���
\\
w.. _ = �-
GARAGE ff = UG-.25 _ TF ELEV - 96 0
jos \ 1p\ �.:.
FIRST rr - 117.25 T; ( - - 4 y W
`7
BASEMENT fr 109.0 •�
S, y
X. T ,
V .57 p o
U TYPICAL
\ _... . WATER SERVICE14 �x�,c� s
/ 23A & B \�� 4:
TYPICAL
SELECT FILL MATERIAL 1 \ \ \ 21 A B. '" p A 2 FT WIDE BY 2' DEEP
o o
22;AZ& B ` \; B, - 1 B EAVE TRENCHco
NOTE: SELECTED FILL MATERIAL SHALL BE / 1 q Q" �''
\` M (SEE DETAIL ON THIS DRAWING) W
WELL-GRADED LOAMY SAND CONTAINING
A MIN. 10% SILT. NO ORGANIC MATERIAL _
OR STONES LARGER THAN 3". IN-PLACE ;� \ \ Z o 0
r
PERCOLATION RATE TO BE BETWEEN 3 & 5
R SHALL PLACE FILL 'MINUTES/INCH. TO ....:. . ...:.:.
CONTRACTOR - � ...
or
MATERIAL IN MINIMUM LIFTS AND LIGHTLY
1 M _..
......... ............ ........ ..
............
C. t'
:.::::.:
TRACK EQUIPMENT OR \TR �
COMPACT WITH Q ti
ALLOW FILL TO STABILIZE BY NATURAL �"""�
............... .
............r:
SETTLEMENT FOR AT LEAST 6 MONTHS
, i W OG
INCLUDING 1 FREEZE -THAW CYCLE. / ' d a
........... ..
t
...........
N
.... :. .. ,..... ...........: ......... 1: _ a
r.. ............................ ..:: -: - — 1
.................................. ... ............... .: ....... ....................... r�
.............:........... ......................:......::^-:::•::r :r:•rri: 'r}rr. r.'::-ii.* :.
. .�:::::::::::::.. ::'. ::......:::::::::..:::. :::.......................... ......................�,.........,...... ........ .......<........i.......:-.............. ........ -
Vl
> ..::.......................................::. ::'-::::: ::.:................................ ............. ..................................,-..... ........ ................................. ....... ....... .
y
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` y 3 � r i 1 yJ/�' �y `�� ��'� F.a, ,�•� f ` 9 W y`
1 ° Q s W rn
Ir r a' O 0 i i ° �C° Tie ° lP ° r..— 0 .
25 No-CUT LANDS OF NIAGARA MOHAWK POWER CORPORATION ° o
BUFFER Z W
I W REVISED BUILDING FOOTPRINTS FOR I W .6 `rV
U � A
LOTS 23A & B
REVISED GRADING AND FINISHED FLOOR
ELEVATIONS FOR NEW BUILDINGS
BUILDING N
SOIL TEST PIT INFORMATION D � C� IE 0 NI � � z m �, m Z
2•_p•• SELECT FILL MATERIAL - 11 0-8' TOPSOIL JUN 1 $ 2018 <
NOTE: SELECTED FILL MATERIAL SHALL BE 8-19' FINE LOAMY SAND
WELL-GRADED LOAMY SAND CONTAINING 1s-Ss' FINE SAND x
�— FINISHED GRAB A MIN. 10% SILT. NO ORGANIC MATERIAL MOTTLING O 51' TOWN OF QUEENSBURY O
°� 2°o°o °` a ALUMINUM EDGING OR STONES LARGER THAN 3". IN-PLACE PERCOLAnON RATE 1"IN 1 MINUTE 11 sEcOlvDs �1
° $ � ° ° PERCOLATION RATE TO BE BETWEEN 3 & 5 BUILDING&CODES
q., }�2 0-12 TOPSOIL V 1
° 9 � ° ° MINUTES/INCH. CONTRACTOR SHALL PLACE FILL 12-31' FIVE LOAMY SAND
°8 %O 0 31-66' FINE SAND �1
0o MATERIAL IN 1 MINIMUM LIFTS AND LIGHTLY >
0 0 000 MOTTLING O 61" 0-4
b ° ( 00 COMPACT WITH TRACK EQUIPMENT OR PERCOLAnON RATE I"IN 1 MINUTE 02 SECONDS ,Q
N ALLOW FILL TO STABILIZE BY NATURAL
s ° #2 BROKEN STOtIE SETTLEMENT FOR AT LEAST 6 MONTHS ,{13 0-9'- roPsaL pp
q., 8 4 0 0 9-24 FlNE LOAMY SAND 4
0 ab ° o INCLUDING 1 FREEZE -THAW CYCLE. . 24-65' FlNE SAND Z O
°cP %O ° NO MOTILING PR GROUNDWATER OBSERVED U) 0 0 n .
c 01 000 FILTER FABRIC PERCOLA77ON RATE 1"IN 43 SECONDS c
W "` W
�UoQ o oT:O o ,/4 0-10' TOPSOIL � `./ �
o -Q. . o SUBGRADE 10-28' FINE LOAMY SAND
FILE COPY
28-88' FINE SAND
NO MOT77JNG ORWATER OBSERVED
PERCOLAnON RATE 1"IN 35 SECONDS MO 0
EAYE TRENCH DETAIL 15 o- W W
9-28' FINE NE LOAMY SAND O
NOT 70 SCALE 28-73 FINE SAND ry
MOTIUNG AT 66" 0: Q
HEAVY DUTY PERCOLA7/ON RATE 1"IN I MINUTE 12 SECONDS Q M--�
CAST IRON FRAME AND GRATE
CAMPBALL FOUNDRY #118GD OR EQUAL TEST PITS BY CHARLIE MAINE ON 5111106 04 C C�
PERCOLA7701V 7FST5 BY NACE ENGINEERING ON 5115106 pq
INSTALL ItAY BALE DAM AROUND THE
308.8-1-21.62 RC-0346-2018 A Z 134
--CATCti ASH Foothills Builders �+ Q °u >'4
GRATE UNTIL
LAWN 5 ARE ESTABLISHED
w �°
45 Smoke Ridge Rd., Lot 23A 'd F- 4
SLOPE '
SLOPE FISHED GRADE
RISER AS REQUIRED 1/2 of 2-Family 1465 s.f., Gar. 231 s.f. W ~ 0.4
\o� �oOC 00 � PROPERTY LINE INFORMATION & CONTOURS A p
(D �0 O AS PER MAP OF BURNT RIDGE, A SUBDIVISION
PRECAST CONCRETE .,�
�$0 DRYWELL 0 0000 ° °� REVISEDD ONRNOVEMBERC6RBYORD.LED, LAST
D►CKINSON
N
0 8' DIA 0 0 1 ASSOCIATES AND APPROVED BY THE PLANNING
_ BOARD OF THE TOWN OF QUEENSBURY ON
� O o cs o � o
CRUSHED STOW / 1
APRIL 28, 1986 0
2 0 SIZE min co)00 D
0 GEOTEXTILE FABRIC U)
0
DATUM: ASSU
GROUND ALL aRouND STONE ENVELOPE CONTOUR INTERVAL MED FOOT
BOTTOM OF DRYWELL o 0 PRECAST FOOTING RING
O NeO o0MAXIMUM HIGH ND WATER �06
— — — — 1
----'-------- .---_ _ . scale r-so
1•_0• BELOW BOTTOM OF STONE GRAPHIC SCALE
10-O mh
8 f t DRYMLL ,00 200 S-2
NOT TO SCALE
( IN FEET ) SHEET 2 OF 5
1 inch = 50 ft. D429
DWG. NO. 01138
TAX MAP NO.S - 121-10-999/38.08-1-21