subdivision map -- ------- --- -
----- — --- -
i
`DRYWELLS F-
#1 - TF ELEY. = 114.0 -- z m z j
#2 - TF ELE1�. = 117. a_ Ad F- 00. w >-
LEGEND o a a. a
O `L U C_ 2 fY Z !-
_ —
EXISTING GRADE C00VTOUR I j U- N 0 Q Z w 0
rw�, Exlsnnrc TREE LINE ' .. a DRYWELLS z_ i r Q cn w z
M rl'1 PROPOSED LIMITS OF CLEARING I � � � p O
Z w O a
#3 - TF ELEV. = 116.75 _j _ M z w C_ 0
® NEW CATCH BASIN ti ; �' - TF ELEV. 106.0 m c� C_ a- C_ w
%— PROPOSED S7VRM CULVERT �� ` Z Zt:Q Q O O O W
m EXJS77NG nRE HYDRANT/ VALVE ASSEMBLY
j� � < o o w w w o
w w w j 5 D
# PROPOSED SUBSURFACE I ° •V W O 5O � J in N
— ` — SEWAGE DISPOSAL SYSTEM o ROCK CHECK DAMS c� (n U -
- AREA RESERVED o, , TYPICAL -
w FOR LOT 17 o
ti
—w-•�— PROPOSED WATER SERWCE I 0.21 acres ,.o w^ ' «.
(0 O o C:)1►J . �! O .d cj L j O
d I
p� 0 0 o a
REVISED FINISHED FLO-OR_ELEVATIONS a ti ji ;f EX. CB \� INSTALL NEW 8 0 X 4FT DEEP DRYWELL o
FOR LOTS 21. 22 & 23 I ' \ ON EXISTING STORM PIPE ca LO
TF = 100.54 - REMOVE EXISTING OUTLET r� N o z
23 A & B ' , RI w 15" 1�V. OUT = 97.10 END OF PIPE AND INSTALL
�� � . u825 \ � `••, � :\ 1I . \ f INSTALL NEW 8'41 X 4FT DEEP DRYWELL
` o
TF = 100.5' ON EXISTING STORM PIPE
MST fF - U925
�� � � � � INV. IN = 96.2 +/- REMOVE EXISTING OUTLET �
BASEMENT Ff - UILO \ \ ��` 2
BOT. DW _ 95.2'+/- END OF PIPE AND INSTAL
. PROPOSED RELOCATION TF = 98.5'
22A & 8 O
GARAGE w OF DRAINAGE EASEMENT
MST FF - 122.25 \ 'a O
BASEMENT ff • U4.0 \ �~ O
,
1
1S.
21 A & B \ _ _ .
O
:
...... ......
GMAGE FF U625 #5 5
T _
MST ff - U7.25 �
.. •... , TF ELEV. 6 0
;• X T T:
, � :- ,-+ . • tit
Q
BASEMENT Ff - 1090 `
..
TYPICAL
` ! WATER SERVICE
- '.: '" '
23A & B \�
\ ` TYPICAL
\` \ 21 'q B 0 // A 2 FT WIDE BY 2' DEEP o o
SELECT FILL MATERIAL / 22,A & B \' io g - 1 B EAVE TRENCH a; p� co
NOTE. SELECTED FILL MATERIAL SHALL BE f 1 A
Cq
i ,f 1O (SEE DETAIL ON THIS DRAWING) r 0
WELL-GRADED LOAMY SAND CONTAINING
A MIN. 10% SILT. NO ORGANIC MATERIAL r \ \
/ \ '' o o
OR STONES LARGER THAN 3". IN-PLACE
PERCOLATION RATE TO BE BETWEEN 3 & 5 V,
,
P F
CONTRACTOR SHALL LACE ILL ..
MINUTES/INCH, 0 ..... ..
MATERIAL IN 1 MINIMUM LIFTS AND LIGHTLY
T R \
COMPACT WITH TRACK EQUIPMENT 0 ,
ALLOW FILL TO STABILIZE BY NATURAL :,::: " ;:
SETTLEMENT FOR AT LEAST 6 MONTHS
INCLUDING 1 FREEZE -THAW CYCLE.
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N
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11 aj
C) 9S w rn
' 00 O O O N _.. �O S O O Z C 0)25 NO-CUT LANDS OF NIAGARA MOHAWK POWER CORPORATION
BUFFER Z
I r4d A
v)
SOIL TEST PIT INFORMA TION Z m y m z
BUILDING
o_
SELECT FILL MATERIAL - g1 0-8" TOPSOIL a
NOTE: SELECTED FILL MATERIAL SHALL BE 8-19" FINE LOAMY SAND :2
ui WELL-GRADED LOAMY SAND CONTAINING 19-86" FINE SAND X
MOTTLING 0 51•• a
FN�SHED GRAM: A MIN. 10% SILT. NO ORGANIC MATERIAL PERCOLA71 N RATE I"IN 1 MINUTE 11 SECONDS 0 +-
°�' 7°O`° ° o ALUMINUM EDGNG OR STONES LARGER THAN 3". IN-PLACE 1--�
$ 4 ° ° - PERCOLATION RATE TO BE BETWEEN 3 & 5 12 0-12"" TOPSOIL
o `� ° o MINUTES/INCH. CONTRACTOR SHALL PLACE FILL 12-31 FlNE LOAMY SAND E C E 0 d E
31-66" FINE SAND
Qa wo REVISED BUILDING FOOTPRINTS FOR MATERIAL IN 1 MINIMUM LIFTS AND LIGHTLY 1
-04
0° 000 LOTS 22A & B COMPACT WITH TRACK EQUIPMENT OR PERCOOLA770M RATE 1"IN I MINUTE 02 SECONDS
Oi `�0 REVISED GRADING AND FINISHED FLOOR JUN 18 2018 A
iv ALLOW FILL TO STABILIZE BY NATURAL z
s #2 BROKEN STONE ELEVATIONS FOR NEW BUILDINGS SETTLEMENT FOR AT LEAST 6 MONTHS 13 0-9" TOPSOIL -� �;
q, 24-6 FlNE LOAMY SAND z y
INCLUDING 1 FREEZE -THAW CYCLE. 24-65" FlNE SAND TOWN OF QUEENSBURY (1)
0 08 %o o° 0 NO MOTTLING PR GROUNDWATER OBSERVED BUILDING&CODES U) 0
0 00 o po FILTER FABRIC PERCOLA7701V RATE I" IN 43 SECONDS 1 C) ^
o r
° nf1 a C)
G7U�� � ..., O
�4 o-fo" roPsaL
0 0�s _ o SUBGRADE 10-28» FINE LOAMY SAND
28-88 nNE SAND �+1
NO MOTTLING OR WATER OBSERVED
PERCOLARON RATE 1' IN 35 SECONDS E4 E
0-9" roPsox FILE COPY
SAVE TRENCH DETAIL " z z �
9-28 FlNE LOAMY SAND
NOT TO 5CALE 28-73" RNE SAND
MOT LUNG AT 66" 0 A
HEAYY PUTY PERCOLA7701V RATE 1" IN 1 MINUTE 12 SECONDS 0 T 1
CAST OON FRAME AND GRATE E �•/
CAWBA�L FOUNDRY #118GD OR EQUAL TEST PITS BY CHARLIE MANE.ON 5111106 0
pq 0
PERCOLATION TESTS BY NACE ENGINEERING ON 5/15/06
NST 4LL HAY BALE DAM AROUND THE 308.8-1-21.52 RC-0343-2018 z �
GATu:H BASIN GRATE lavTlL Foothills Builders 0 ap H
LAWN AREAS ARE ESTABLISHED
SLOPE ;; SLOPE FNISHED GRADE 19 Smoke Ridge Rd., Lot 22A W :d10-4
—y 2 of 2-Family1465 s.f_, Gar. 231 a
RISER AS REQUIRED
V� o��� C;to � PROPERTY LINE INFORMATION & CONTOURS A O
o b�O CAST EYE AS PER MAP OF BURNT RIDGE, A SUBDIVISION . .j
08 PRE CONCRETE
MADE FOR COBE, INCORPORATED, LAST �
\000 00� DRYWELL � 0 � REVISED ON NOVEMBER 6 BY D.L. DICKINSON w
8' DA `o 1 ASSOCIATES AND APPROVED BY THE PLANNING
~ \ 0 0 -- 1 APRIL 28, 1986
00 BOARD OF THE TOWN OF QUEENSBURY ON
r
r o I 0 ��CRUSHED STO E
2 - 3" SIZE min. o
0� GEOTEXTILE FABRIC
DATUM. ASSUMED
o �
ALL AROUND STONE ENVELOPE CONTOUR INTERVAL = I FOOT
BOTTOM OF DRYWELL 0 PRECAST FOOTING RING
Date MAY 2006
O Oo o MAXIMUM HIGft GROUND WATER Scab Y-50'
._._ ---- ... ..__.... .__..._
1• •• BELOW BOTTOM OF STONE
I lo•-o•' min
GRAPHIC SCALE
5o 0 25 50 100 200
8 ft DRYViELL S_2
NOT TO SCALE
( IN FEET ) SHEET 2 OF 5
I inch = 50 ft
D429
;
DWG. NO. 01138
TAX MAP NO.S - 121-10-999/38.08-1-21