utility and drainage plan DRYWELLS
#1 — TF ELEV. = 114.0 m z Q w
LEGEND #2 — TF ELEV. = 117. a 0 o w
I 0 Q Q � Q
_
a
...._....._ EXISTMIG GRADE CQNTOUR I , O N p J 0 Z � U �
(Wl 1 EX,ST,NG TREE LINE
rw1�,PROPOSED uM,rs aF cLEARINc DRYWELLS Z ~ Z ��- UJ 0 4
#3 — TF ELEV. = 116.75 0 of rr w z w w 0
v
® NEW CATCH eASTw ) #4 - TF ELEV. = 106.0 --I (D x Lr a w- w
PROPOSED STORM CULVERT O �� C m z Q p O 0 0 �I
ocjl� EJSRNG FIRE HYDRANT/ VALVE ASSEMBLY ~�� J O Q � LL_ � LL_ C)
U) w W
� PROPOSED SUBSLMF-ACE I � � �. `v p � � W (!� to
SEWAGE DISPOSAL SYSTEM W 0 O 5 w (h in
AREA RESERVED °s �• ROCK CHECK DAMS (n (n (n a'
FOR LOT 17 .,�` ' =8 O TYPICAL -
--w—w PROPOSED WATER SERVICE w 0.21 acres do ' +. . A , 00 � o o
• O
rn O O
N \ \ \ \ \l�
t3 N LC) O Q
w \ \ \ L4
k
� J Odj , � \ �\ � O m0 �- � � to
REVISED FINISHED FLOOR ELEVA TIONS a ti `
\ ` � � � �� EX. CB \� INSTALL NEW 8'0 X 4FT DEEP DRYWELL
F T ' TF = 100.54' ON EXISTING STORM PIPE ,o N o z
�\ 15" ITV. OUT = 0.54' REMOVE EXISTING OUTLET
23 A & B \ �• w END OF PIPE AND INSTALL
` INSTALL NEW 8 0 X 4FT DEEP DRYWELL
GARAGE ff = 118.25 ` `. IXS \ : 'TF = 100.5
\ ON EXISTING STORM PIPE
MST Fr 11925 - .. - ` � � `� 2. �... � INV. IN = 96.2'+/- REMOVE EXISTING OUTLET
BASEMENT �
= J ��\ \ \�� ~ w� �'O ��' ., � BOT. DW = 95.2'+/— � END OF PIPE AND INSTA
22 A & B j° PROPOSED RELOCATION TF - 98.5 1
GARAGE rf - 12LW I r s OF DRAINAGE EASEMENT
MST ff = 1.99 9R °O N \
0
w w
BASEMENT FF 33r4A
-
o'' \\ ��` 115 DRYWELLS
,
21A & B #5 — _ � S
,
TF ELEV.
GARAGE ff - 116.28
�
-
TF ELEV. = .96.0 o
5 u. y
\ I
MST ff - 117.25
o O
BASEMENT ff - 109.0 - \ r+ - 57' S.. v10�•!
TYPICAL bl «uc�"s
_TR#3a a WATER SERVICE
23A & B
TYPICAL
\ �\\ 21 a'A '" 0 A 2 FT WIDE BY 2' DEEP o 0
SELECT FILL MATERIAL `� ;A� B �` t to -' 1 B EAVE TRENCH co
NOTE: SELECTED FILL MATERIAL SHALL BE & _ B R' P'''
• � � 1 A
WELL-GRADED LOAMY SAND CONTAINING \�` fly l0 (SEE DETAIL ON THIS DRAWING) �W
A MIN. 10% SILT. NO ORGANIC MATERIAL
OR STONES LARGER THAN 3". IN-PLACE y+ >:
PERCOLATION RATE TO BE BETWEEN 3 & 5
a
SHALL PLACE FILL -MINUTES/INCH. CONTRACTOR :::::y'::::.'.: ::::::'::. :. :.... ......:::: '. `. z
MATERIAL IN 1 MINIMUM LIFTS AND LIGHTLY
WITHA0 \
ti
TRACK EQUIPMENT R COMPACT TR ,
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ALLOW FILL TO STABILIZE BY NATURAL
SETTLEMENT FOR AT LEAST 6 MONTHS ` J
L�
i INCLUDING 1 FREEZE THAW CYCLE. cr Cr
y
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\I �� JIS O 01 0' O O O # O p �.,.r a�0 O
.-+ ; � 0)25 NO-CUT LANDS OF NIAGARA MOHAWK POWER CORPORATION U'' �° Z 0 o
I BUFFER
wb
REVISED BUILDING FOOTPRINTS FOR
LOTS 23A & B ! W ,� N
REVISED GRADING AND FINISHED FLOOR
U � A
ELEVATIONS FOR NEW BUILDINGS SOIL TEST PIT lNFORMAnON D OWE z 0 m
BUILDING Z
Z•_p•• SELECT FILL MATERIAL ll 0-8" TOPSOIL JUN 18 2018
NOTE: SELECTED FILL MATERIAL SHALL BE 8-19" FINE LOAMY SAND
ll WELL-GRADED LOAMY SAND CONTAINING 19-86" FlNE SAND x
��- -" FI�ISFtED GRADE MOTTLING 0 51" TOWN OF QUEENSBURY O Q
A MIN. 10% SILT. NO ORGANIC MATERIAL PERCOLA7701V RATE 1" IN 1 MINU7F 11 SECONDS BUILDING&CODES �
° �o°° o ALUMWl11'1 EDGING OR STONES LARGER THAN 3". IN-PLACE 1- 4
8 eip ° ° PERCOLATION RATE TO BE BETWEEN 3 & 5 ,�22 0-12" TOPSOIL
° ° ° MINUTES/INCH. CONTRACTOR SHALL PLACE FILL 12-31' FINE LOAMY SAND
°8 cbO ° 31-66' FlNE SAND iN
°o MATERIAL IN 1 MINIMUM LIFTS AND LIGHTLY
0
g°o°° °O° COMPACT WITH TRACK EQUIPMENT OR PERCOLAnwv RATE I" IN 1 MINUTE 02 SECONDS
•N ALLOW FILL TO STABILIZE BY NATURAL A
s #2 BROKEN STOW ,�3 0-9" TOPSOIL
$ ° ° SETTLEMENT FOR AT LEAST 6 MONTHS 9-24" FlNE LOAMY SAND
° bb ° o INCLUDING 1 FREEZE -THAW CYCLE. 24-65' FlNE SAND
°8 CbO ° NO MOTTLING PR GROUNDWATER OBSERVED
°
0 °o° FILTER FABRIC PERCOLA770N RATE 1"IN 43 SECONDS V1 0
C
c7 0 0
SUBGRADE . 10 128' NE LOAMY SAND
o 28-88' FINE SAND FILE COPY
NO MOTTUNG OR WATER OBSERVED
PERCOLATION RATE I" IN 35 SECONDS FQ
15 0-9" TOPSOIL M+�1 � �
EAVE TRENCH DETAIL Z
9-28" FINE LOAMY SAND
NOT TO SCALE 28-73" FlNE SAND
MOTTLING AT 66" O
HEAVY DUTY PERCOLA77ON RATE 1" IN 1 MINUTE 12 SECONDS O
CAST RON FRAME AND GRATE E- 4 v 'd
CAMPBALL FOUNDRY #118GD OR EQUAL 7LST P17S BY CHARLIE MANE ON 5111106 Cd (:;d
PERCOLA7101V 7FSTS BY NACE ENGINEERING ON 5115106 pq 0
p Z x
INSTALL htAY BALE DAM AROUND THE 308.8-1-21.61 RC-0347-2018
f GATGt A SIN GRATE UNTIL
A5 Foothills Builders 0 tip
E ARE ESTABLISHED,;
SLOPE FWI5MM GRADE 47 Smoke Ridge Rd., Lot 23B W H a
RISER As REQUIRED 1/2 of 2-Family 1465 s.f., Gar. 231 s.f. ►-4
_ __ _ _ ___ a) �
\c�� ��0� o 0 PROPERTY LINE INFORMATION & CONTOURS A 0
08 �,�O PRECAST CONCRETE go AS PER MAP OF BURNT RIDGE, A SUBDIVISION
\�0 00 DRYWELL O pg
0� MADE FOR CORE, INCORPORATED, LAST
O REVISED ON NOVEMBER 6 BY D.L. DICKINSON
8' 1 ASSOCIATES AND APPROVED BY THE PLANNING
W \pp O O io C�0Oo 1 BOARD OF THE TOWN OF QUEENSBURY ON
r CRUSHED STdii�
APRIL 28, 1986
2 3p 5ar min. 0000 �
GEOTEXTI.E FABRIC DATUM: ASSUMED
0
ALL aRourw sTONE ENVELOPE CONTOUR INTERVAL = 1 FOOT
BOTTOM OF DRYWELL oo� PRECAST FOOTING RING Dew MAY 2006
NO � O oo Cop, MAX" M HIGH GROUND WATER
�. 1'-O'• Sew* Y BELOW BOTTOM OF STONE �
10-o �
GRAPHIC SCALE
50 1
0 25
S f t DRYMI.I. I ,� 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