plot plan DRYWELLS ~
#1 - TF ELEV. = 114.0 - m oz > S
#2 - TF ELEV. = 117. �3 I=
LEGEND o Q _ wQ �-
L a 0 a z Z
DOSHNG GRADE CONTOUR I C N w p J p Z U O
DUSTING TREE UNE I ` .� DRYWELLS o p M z >>- _3 w O a
rYWYi PROPOSED UMITS OF CLEARING � ' #3 - TF ELEV. = 116.75 -' J w F, Z Uj a 0 �
IN NEW CATCH BASS — TF ELEV. = 106.0
--— PROPOSED STORM CULVERT L� Li C,
m Z Q O O O 0 p W
uc}� EVS7IIVG.FIRE HYDRANT/ VALVE ASSEMBLY �� 0 Q
W
\v V) � p p U) W W
O
PROPOSED SUBSURFACE I w W F- (n V) (n
{ SEWAGE DISPOSAL SYSTEM � ROCK CHECK DAM
o
AREA RESERVED s TYPICA
FOR LOT 17 O
—•-•�— PROPOSED WATER SERNCE w 0.21 acres ti0`, +- , w "' � � \ O O O O
i r Q c0
w V O N N U7 O Q
tSJA
REWSEl_ FINISHED FLOOR ELEVATIONS a 10h '� EX. CB INSTALL NEW 8'0 X 4FT DEEP DRYWELL o
FOR LOTS 21. 22 & 23 I ', TF = 100.54' — ON EXISTING STORM PIPE CD U
23 A & 8 15" 1 VV. OUT = 97.10 REMOVE EXISTING OUTLET INSTALL NEW 8'!ati X 4FT DEEP DRYWELL
r END OF PIPE AND INSTALL
GARAGE FF ugh \ II5 TF = 100.5' ON EXISTING STORM PIPE
MST FF - 119.23 ` \ °w INV. IN = 96.2'+/— REMOVE EXISTING OUTLET
BASEMENT FF - ITLO �� BOT. DW = 95.2'+/—
- -
� \\\ � � � � � � E 0
TF
9 PPE AND INSTAL,,,X"
�
22 A & B PROPOSED RELOCATION
w OF DRAINAGE EASEMENT
GARAGE FF - 121.25 d t Y \ \
MST FF - 122.25 00 \\ \\ .O
BASEMENT FF - 114A \\ of
°o: . i\ `\\ DRYWELLS
,
11 �?
\ s #5 — TF ELEV. = 96.75
21 A & 8 � � �` _ _..
1
` 3'
o
i
GARAGE Ff - U625 #6 TF ELEV. � e
T FF - 117.25
FR5 ,
T T�
BASEMENT FF - 109A
o
'
\
-
TYPICAL
WATER SERVICE ��
.. � �. ^*Lim
' � � � \ � ...'•.._ __.-�. ::::... ._ .;, �': ., ., � "
23A & B
f \\ a TYPICAL .r
\ 2t `A 13 '" 0 / 2 FT WIDE BY 2 DEEP o o
SELECT FILL MATERIAL,-,--' 22;A B\' \
& 8 - 1 8 EAVE TRENCH p � Q',, ca
NOTE: SELECTED FILL MATERIAL SHALL BE - \` �„ 1 A
�• '� (SEE DETAIL ON THIS DRAWING)
WELL—GRADED LOAMY SAND CONTAININGA.
A MIN. 10% SILT. NO ORGANIC MATERIAL
CZ~'J
OR STONES LARGER THAN 3 IN—PLACE \`\ o P
•
PERCOLATION RATE TO BE BETWEEN 3 & 5 -
x
MINUTES/INCH. CONTRACTOR SHALL PLACE FILL ::'::: r..... ;;.;':'::::. / \ \' '
...:.......
' LIGHTLY -:::::::::::::: ' ,
MATERIAL IN 1 MINIMUM LIFTS AND ...-......
ti
EQUIP
MENT 0 R
t'z ,
'Y
TRACK E .o .c
NTH Q
ACT WI v COMP ....-..
ALLOW FILL TO STABILIZE BY NATURAL `
a a
.. :.....::
SETTLEMENT FOR AT LEAST 6 MONTHS
INCLUDING 1 FREEZE —THAW CYCLE. Cr
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Cr
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is
I ti`O1
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I00
pp ZO O
a�25 NO—CU � DS OF NIAGARA MOHAWK POWER CORPORATION z a o
Cq
~
BUFFER W �
T t FORMA Tom( Z °.-° m z
SOIL TES PI T N �� ,'�
BUILDING
SELECT FILL MATERIAL — ,fir o-e" TOPSOIL II
2'-0 NOTE: SELECTED FILL MATERIAL SHALL BE 8- 86 FlNE LOAMY SAND x
'. 19-86' FINE SAND X
WELL—GRADED LOAMY SAND CONTAINING MOTTLING 0 51" O <
-N FINISHED GRADE ; A MIN. 10% SILT. NO ORGANIC MATERIAL PERCOIA77ON RATE 1"IN 1 MINUTE 11 SECONDS
° �°o°� o ALUMINUM EDGING OR STONES LARGER THAN 3". IN—PLACE
PERCOLATION RATE TO BE BETWEEN 3 & 5 12 0-12" TOPSOIL
12-31' FlNE LOAMY SAND ~
° tp °° °o MINUTES/INCH. CONTRACTOR SHALL PLACE FILL JUN 1 p
000
° 31-66 FlNE SAND 8 20�8 >~
REVISED BUILDING FOOTPRINTS FOR MATERIAL IN 1' MINIMUM LIFTS AND LIGHTLY MOnUMG 0 61" F•••1
PERCOIAAON RATE 1" IN 1 MINUTE 02 SECONDS QUEENS A
O o �°o� °O° LOTS 21A & B COMPACT WITH TRACK EQUIPMENT OR lil TOWN OF
REVISED GRADING AND FINISHED FLOOR ALLOW FILL TO STABILIZE BY NATURAL
iv s ° #2 BROKEN STONE ELEVATIONS FOR NEW BUILDINGS SETTLEMENT FOR AT LEAST 6 MONTHS 3 0-9' roPsolL BUILDING&CODES � �+
9-24" FlNE LOAMY SAND
p 4 ° ° INCLUDING 1 FREEZE -THAW CYCLE. 24-65` FINE SAND � �i O
° o° ° NO MOMNG PR GROUNDWATER OBSERVED C) 0
° O° 0°°
FILTER FABRIC PERCOlA71GW RATE J"IN 43 SECONDS F..�
° W C W
^n 14 0-10" TOPSOIL
10-28' FINE LOAMY SAND V 1
o s �^ �.o SUBGRADE
28-88' f7NE SAND
NO M01TLlNG oR WATER OBSERVED FILE COPY Q E Z
PERCOIA7/ON RATE 1"IN 35 SECONDS
J� /� j� DETAIL
0-9" TOPSOIL En
~
j,.AYE �NGI 1 DE 1 AIL. ; 28��3' FlNE SANDY SAND
Z
NOT TO SCALE MOTTLING AT 66" Or= C) A
i PERCaA17ON RATE 1" IN 1 MINUTE 12 SECONDS O� 'C
T 1
HEAVY DUTY V '
CAST IRON FRAME AND GRATE Cd
CAMPBALL j FOUNDRY 4118GD OR EQUAL TEST PI7S BY WARLIE MANE ON 5111106 W C
PERCOIA7701V 'ES7S BY MACE ENGINEERING ON 5115106
NSTAL�. HAY BALE DAM AROUND THE 308.8-1-21.42 RC-0348-2018 Q
CATCH BASH GRATE UNTIL Foothills Builders Q'i C
LAWN WEAS ARE ESTABLISHEDtw E-4
SLOPE F 33 Smoke Ridge Rd., Lot 21 B w
- SLOPE
FNISttED GRAPE
" ( � h--i
1/2 of 2-Family 1465 s.f., Gar. 231 s.f.
USER AS REQUIRED F�
F�1
_0 --- --- — - ;_3 —oQ PROPERTY LINE INFORMATION & CONTOURS
O�
i 0 AS PER MAP OF BURNT RIDGE, A SUBDIVISION
p8 g6 O PRECAST CONCRETE / t!1
c REVISE MADE FOR COBE INCORPORATED LAST
0 0O0 DRYWELL 0 ASSOCIATES D ON AND VAPPROVED BYD THE DIPLANNING �w1
8' DIA o , 1 Fit
�, BOARD OF THE TOWN OF QUEENSBURY ON
0
0 0 o`d ; o Oo� 1
r CRUSHED 5T0 APRIL 28, 1986 0
2 - 3" 5= min. goof
00 DATUM: ASSUMED
i o ALL AROUND FABRIC CONTOUR INTERVAL = 1 FOOT
o �� ALL AROUND STONE ENVELOPE
BOTTOM OF DRYWfLL PRECAST FOOTING RING MAY Zt�06
O \00 � a �' �0 O oo MAX" tNGH GROUND WATER � T-W
_ — _. __..__.._.._.__. __..........._ ._..._..._ _..__
BELOW BOTTOM OF STONE
GRAPHIC SCALE
min lO'-O" min 50 0 25 w too 200
4 S-2
8 ft MYINEL
NOT TO SCALE IN FEET ) SHEET 2 OF 5
1 inch = 50 ft. D429
DWG. NO. 01138
I
TAX MAP NO.S — 121-10-999/38.08-1-21