Phase 2 I.P.F. PROPERTY LINE
0
z 510-
7
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0 0
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0
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49 E51
48
v
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52
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0 it
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HA —�,4—��OAD— 5M" 0 ALONG REAR LOT LINES 44-
0
DW 4 ;
pw 2 G G
00 W Dw
W
LANDS NF OF HYDRANT
IF-zu LINE VALVE
GLOO PA55ARELU HYDRANT NEW 6"WATER MAIN ASSEMBLY
ASSEMBLY TP-19
Tp-'i
54
' 0 y ,62
60
or�
E-4
z
JPF. Z .
OIRF. 00 4) z
i to
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55 �m z
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00 qW qW
EX15THG I"HA4 I LOT\ qw
TO BE ENLARGED \ n.. �' ' / f
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ELE. 00
ED
CONNECT TO,E)QST14G NEW 6"WATER MAI
CAPPED MAIN Co"
Ap I I I I TP-E TP-F;
c8 PT-F PT-E Q!I C\2
LANDS NF Of
GUIDO PA55ARELLI Z71
EXISTING G" I.R.F. 7
DUCTILE IRON E] I
ow 12�- 8
WATER MAIN uw 18�� 0, JW—OoDRIVE 8 0 T
+ 0 ow 13
ow 11
_w W cb 41
W
TEST PIT INFORMATION
#16 0-4- TOPSOIL A55LMDLT
NEW 6"WATER MAIN 71
TP• 2�
4-24" FINE SAND coNNrc-r/-.ro pusTW, r 57
24-50" MED. SAND
50-75" MED. SAND W/STONES EXISTING GAPPED MAIN Go" E_
4
#17 0-6" TOPSOIL PHASE 1
6-30" FINE SAND
30-75" MED. & COURSE SAND
75-108" COARSE SAND W/STONES EXISTING PHASE' I LOT 72, 73 P-4
TO BE ENLARGED
#18 0-5* TOPSOIL
5-25" DOMINATLY MED. SAND z
25-100" MED. & COARSE SAND 0 E4
76 14
P4 I - 1.� 5", '�_ei 'b
> j
I I / v
co f-2 f f
#19 0-7* TOPSOIL
7-45" FINE SAND f
I I
45-75* MED. SAND -27 f, 'T I. cd
DIN 14
06
#20 0-5" TOPSOIL 01 j!
0 TP-28
5-45" MED. SAND
-100" 14
01 v_C
45 MED. & FINE SAND /
58
#25 0-,V' TOPSOIL
4-30" FINE & MED. SAND
30-70" COARSE SAND W/STONES
\7
7 _gel
PHASE i 3 OP-16 70-120" SILT
#26 0-6" TOPSOIL EXISTING
6-36" FINE & MED. SAND HYDRANT
36-100" COARSE SAND
10 ft WIDE
t
#27 0-7" TOPSOIL NO CLEAR ZONE CAP MARK
7-105" MED. SAND EXISTING PHASE 1
ALONG REAR LOT LINES END WATER MAIN
f FXTOU10N IN PHASE, 3
#28 0-8" TOPSOIL A5E 3
8-90" FINE & MED. SAND
90-135" MED. SAND W/STONES TP-26
TEST PIT NOTES WATER SYSTEM NOTES li
TP#C 0-8- TOPSOIL
8-23" LOAMY SANDS 1. TEST PITS #9 THROUGH #28 TAKEN FROM MAP OF LEHLAND PARK" 1. ALL WATER MAIN INSTALLATION TO BE 10-
DRAWING #3c, JANUARY 27, 1987, PREPARED BY D. L. DICKINSON IN CONFORMANCE WITH THE STANDARDS
23-44" SAND & GRAVEL
44-70" MED. & COARSE SANDS ASSOCIATES. OF THE TOWN OF QUEENSBURY WATER DEPARTMENT.
CONTACT THE WATER DEPARTMENT PRIOR TO
70-78* MED. SANDS
4001: 2. TEST PIT #C THROUGH #F WERE PERFORMED COMMENCING ANY CONSTRUCTION OF WATER UTILITIES. THESE PLANS ARE APPROVED FOR CONST UCTI Scala 11' W-9
- BY CHARLES H. MAINE ON FEBRUARY 18, 1998. OF THE WATER DISTRIEIL
TP#D 0-10 TOPSOIL iff ON-Sy-WEM - A Of
.4 MUST/BE ON'SITE DURING CONSTRW- MarCh 27,=8
Dele,
10-23" LOAMY SAND W/SOME GRAVEL viow -- - i I S/
3. NO LEDGE OR INDICATION OF SEASONAL HIGH GROUNDWATER WAS OBSERVED. %
23-65' MED. SANDS Revwed May 15,sm
-78" MED. & COARSE SANDS 65 A
4. 5EPTIG SYSTEM NOTES lot mod
-8" TOPSOIL TP#E 0 1. PRIOR TO 155UANCE OF A BUILDING PERMIT. A 7,Or Slli 777, 6 11,;7 8-24" LOAMY SAND _/�j J,
24-38" MED. SAND PERCOLATION TEST MUST BE PERFORMED AT
38-51" SAND AND GRAVEL PERCOLATION TEST INFORMATION THE PROPOSED SEPTIC SYSTEM LOCATION . .... .... . 500 FT SETBACK FROM RUSH POND C.E.A.
51-76" MED. SAND FOR LOTS #54 THROUGH 58 AND LOTS #q3 DEVELOPMENT IN NEN NO CLEARING OR DE THIS AREA
PT#C 30 SEC. PERCOLATION TESTS #C THROUGH #F THROUGH 99. ANY LOTS WITH A PERCOLATION PORK STATE DEPARTMENT OF IMALTIj SP - 4
TP#F 0-10" TOPSOIL PT#D 58 SEC. PERFORMED BY VANDUSEN & STEVES ON RATE FASTER THAN ONE MINUTE WILL REQUIRE GLENS FALLS DISTRICT AS PREVIOUSLY APPROVED AND INDICATED ON
4
PT#E 1 MIN. 21 SEC 19 & 20, 1998. A MODIFIED FILL SYSTEM AS SHOWN ON Refer to A "MAP OF A SUBDIVISION KNOWN AS LEHLAND PARK" SHEET No. 10
10-25" LOAMY SAND PT#F 1 MIN. 10 SEC. FEBRUARY Sheet 4 of 9
25-72* DOMINANTLY MED. SANDS DRAWING 5P-12. first sheet for aPproved DATED DECEMBER 31, 1986 BY D.L.DICKINSON ASSOCIATES
date
maim
I.P.F. PROPERTY LINE IRA
0
0 0 )
0
D,
50 48
49 51 0 LPA rA cn U
OLPTPROPOSED52 M"
PROPOSED
TM LIB
P
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Z
53 1 z >
30 ft WIDE
\80 0 0 0 NO CLEAR ZONE
— ------ 0 ALONG REAR LOT LINE
0
0 0 2-SA S
,—Z-SM
DUSTING r-)
.- co TRU LINE
LANDS NF OF
y v
GUIDO PASSARELLI
EXIC T1
y
y
TREE LINE 54
00 63 M
64
N40 0,
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it
65 61 E�
60
z
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4-WP
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DO
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00 EX
ISTING TING PHASE 1 LOT
TO BE ENLARGED
1W 69"
67
--66 68
t wj
56
15
00 C.B. El TELE.1
70
2-RO, I-RO C\2
LANDS NF F Y-00
+ ...... ....
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GUIDO PASSARELU
k k
it
C.B. TRICE LIME
DRIVE EN
0 ----
EASTING
EXISTING T
TREME
DUCTILE 0 cr
WATER MAIN �/00 4-4
71 r 57
PROPOSED
TREE LINE FROPOSM V.1" I-RO, f 0
it 1 . ....... &_4
TRH LINE
EXISTING PHASE 1 PROPOSED
TREE
' LINE
I" EXISTING PHASE I LOT 00
TO BE ENLARGED
72 73---, 74 75 �14
Flo
....... cd
it
7TI#7!t� I t 0
76
EXISTING
TREE LNr------
t 10 ft WIDE z
00
NO CLEAR ZONE ALONG
t REAR LOT LINES x +
g
0
-RO 3 0
X=
Q)Tit
z
7'
-t HYDRANT
EXISTING 7�\
EXISTING PHASE 1 I-RO
NOTES PHASE 3
PHA8EL
1. PROTECT DUSTING TREES INDICATED TO REMAIN FROM
SKINNING AND FILLING AROUND BASE.
2- THE CONTRACTOR SHALL INSTALL 2' TOPSOIL min IN LAWN AREAS AND q, TOPSOIL
IN PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING
AND 501L AMENDMENTS.
3. AREAS INDICATED AS LAWN SMALL BE SEEDED WITH LOFT'S TRIPLEX GENERAL MIX.
OR APPROVED MIX. AT A RATE OF 5bs PER 1000 of. STARTER FERTILIZER (5-10-5)
AT 40 Rn. PER 1.000 of AND MULCHED WITH STRAW OR "YOR05frDED.
NOTE- THE LOCATION OF TREE PLANTING SMALL BE COORDINATED .......
WITH THE UTILITY COMPANIES AND FIELD ADJJSTED AS NECESSARY. a, sewo r W-O,
4. PLANTING SOIL FOR 5ACKFILL Of NEW PLANTS AND PREPARATION
OF PLANT BEDS SHALL BE A MIXTURE OF I PART TOPSOIL. I FART COMP05TED IT 15 THE RESPON50UTY OF THE CONTRACTOR TO VERIFY THE
MANURE. 1 PART PEAT MOSS AND 5-10-5 FERTILMER AT I b per 20 of. PLANT LIST Dater Mwch 27,=8
UTILITY LOCATIONS PRIOR TO PLANTING.
ReYbed May A
5. MULCH FOR TREES AND SHRUBS 5HALL BE COARSE SHREDDED BARK. 5YM BOTANICAL NAME COMMON NAME QUAN. Sin R MARKS NNW XORK STATE DE PA? -1�11T
FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL. TREES D 'TRICT ......
Go. MULCH FOR PERENNIALS SHALL BE FINE SHREDDED DAM. RN WHITE FINE B + 5 ftsf0P to first sheet fo I r' appro ed date and signature
FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL. wr PINL15 STROBU5 EASTE 11 3 to 5 ft
7. THE CONTRACTOR SHALL INSTALL ALL PLANTING IN STRICT ACCORDANCE WITH SMS AGER SACCHARUM SUGAR MAPLE 2 2.5 - 3.0- CAL' B + 5 500 FT SETBACK FROM RUSH POND C.E.A. .......
THE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. ALL PLANTS SA* FRA)QNU5 PENN. LAN. SUMMIT SUMMIT ASH 3 2.5 - 3.0'/eAL B + 5 NO CLEARING OR DEVELOPMENT IN THIS AREA SP - 5
SHALL BE GALJRA14TEED FOR A PERIOD Of ONE YEAR. AS PREVIOUSLY APPROVED AND INDICATED ON
RO* QUERCU5 BOREAU5 NORTHERN RED OAK 8 2.5 - -5 n- CAL B + 5 A "MAP OF A SUBDIVISION KNOWN AS LEHLAND PARK" SHEET No. la
LINE
THE DEVELOPER MAY 505TITLITE BETWEEN THESE PLANT5 DEPENDING ON AVAILABLILITY AT Tw TIME OF 1145TALLATION. DATED DECEMBER 31, 1986 BY D.L.DICKINSON ASSOCIATES Sheet 5 of 9
� II
II
x -1.40%
Q EXISTING CATCH BASINS
V) II
01 u I
Z !!
N ! J ,, I I �PK*tl33p�ON
w DRYWELLS 1 and 2 i
0 I I STA 4+50.00
z tin I I RIM ELEV 510.49 L w
�.1 OD �? ! I I O oy a
o
z > d EQUALIZATION PIE- `
F BETWEEN DRYWE 'L PAIRS typical
4 !
N W C9 ! .
z
V] CJ 0
F
W 0 o
a
m
O + w Z W W
O J', E� w ZF X
W 1—
C7 Q W = a-1 p°.
LAJ
W N MF-i U d Z ® K
¢ z fsa z >+ z
I A
DATUM ELEV
485. 00
m ch W
-4 z ca
d
(6 � ` N o ^� � d 0M I 1N C4 0 a od L0� 04
� U Ln rn �� � ^ W Fd
Z
u Z w
zy ��rWIII!!!
IY, W M 4
W Y W v A u
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 z "
� � z � > �
r
PHASE 2 LOOP ROAD - STA 0 + 00 — ( + 00 HORIZ SCALE: 1" = 50' VERT SCALE: 1" = 5'
LOW POINT ELEV = 506.53 HIGH POINT ELEV = 507.89 LOW POINT ELEV = 499.69
LOW POINT STA 7+76.79 HIGH POINT STA = 9+36.02 LOW POINT STA = 14+44.24
PVI STA = 7+75 PA STA = 9+50 PA STA = 14+30
PVI ELEV = 506.19 PVI ELEV = 508.47 PVI ELEV = 499.35
A.D. = 2.70 A.D. = -3.20 A.D. = 2.96
K = 37.00 K = 46.83 K = 33.81 ¢ C)
ri Fri �
100.00' VC No we 150.00' VC 100.00' VC Q In "rf'
rn 1* 9 >>w
N ORN 00 Lo LO V)Co J �\
r` O 000 0 00+ O + r^ O W �/ p
�n z
to HMI
iA O i0 O O M O
liJ N Li.1 V) 00 M p 00 Ljir . or
0] m LWW m m j M � CD + 1"� 4-4W W OD
O ]� O
m m > > m N V1 litr 04
lal W
O M-1
64
-1.9py, �1 0 Q
418 If 6" PERFORATED HDPE at 0.62% `4
- - - - - O
I r - - -- -- -- _- _- -- - - - - -r_-_ -_- _ ___ _ 1.06%
"'- -- - - ro
I SEE PERFORATED STORM SEWER TRENCH LIETAIL -
I DRYWELLS 3 and 4 - �' - - - -- - - - �' - _ 242 fO
STA 7+76.79 -� -_ __ If 6�pERFO ! 0
RIM ELEV 506:08 I I SEE ` RATED yDpELO
PERF , _ at +�
INS/ 503.08 I DRAT 1.73g, >
w!� I i( DRYWELLS 5 and 6 ID STORtij ; - _ i L
S
II E — _ I'
Z: L� STA 12+ 0 E - _ o w
RIM ELEV, 503.47 I I R TRENCH DETAQ '� I', zl 'j
i INV 500.47 I(I I! DRYWELL; 7 and 8
U
Q; I I STA 14+44.24 x C14 m
1i RIM ELEV 499.24 Q
EQUALIZATION PIFpE ' I i 0 O
BETWEEN DRYWEL,L PAIRS, typical I. INV 496.24
! I I DRYWELL19 OFFSET la' LEFT
I1Ii RIM ELEV 498.74
LJ
i
ON NCN 00 � N LO to N � I� in r, � r� N d r- r` ^ r` ^ 'd' N NIA 0000 ' O MO 00N CO LO 0000 (D 00 V) � Co
6 ^ OCo OCo On r- n � ^ On 00 O � D7 '� D0M CON � � NO OR Ooi O CR CA 00 NO 6 � N � � N CO ^ OON 8cela As Noted
O O O O m W O p O p 0 0 O p 0 0 O O
00 00 OO O � O `- O `-' O 00 00 OO O O O O 07 O CV M
� i[I min � �t] in in � Ln � �n L0 � min � L � L � U) Ln1n � to L0 � 14- - L0L0 L00 L0 � L0Lo � V) 00 � � Data March 27, M8
i
7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
NEW YORH STATE DEPA.RTM2NT OF HEALT(I
OLLPIu FALLS DISTRICT
PHASE 2 LOOP ROAD - STA 7 + 00 - 18 + 27 . 73 HORIZ SCALE: 1" = 50' VERT SCALE: 1" = 5' Refer to first sheet for 9PProved date and eena" ,t+
I i Sheet 6 of 9
I
I
I
:
0
Pm STA = 0+60 HIGH POINT ELEV = 505.56
LOW POINT ELEV = 503.40 HIGH POINT STA = 7+02.59 (L
PVI ELEV = 507.50 0
A.D. LOW POINT STA 4+90 PVI STA = 7+00 0 0
= 4.00
PVI STA - 5+00 PVI ELEV = 506.10 z z
K = 25.00 W 04 w
PVI ELEV = 503.10 A.D. -2.90 -31 -3
100.00, Vic w m i��D� -- �' 'P
A.D. = 2.50 K 51.72 (n
0 0
I q K - 40.00 150.00, VC < l CL
+ a 00 L0 U) 100.00- Vc 1—
0 , U) LO 0 z
C3 100.00, VC Do C-4 cb r- a 0 c Lj
U') + + L6 0 0 20 ir
ac) co
L0 LO In UD OD 0
Z'
+ C4
NS m (f) 0 cf) w C4 W)
LLJ L;j 04 04 z
�! 'Q 4 ko L0 §! a +
LLJ + P
M > 100 0 LLI
w Ld (1) U) L;j 00 LLI 00
Ld >
�a �! 0
0 <
ROgO > i5- z m
w
V) (n Ld V) Ld a.
E� C04
-1.00%
C)% PEI Z E
Z: 0 40X 0 0
0
Z
ir L)
O z z V)
1 14 z A
DRYWELLS 10 and 'It 35611f 6" PERFORATED HDPE' at
z L -- - - - - - - -- - - - - - - - - - - - - - - - -- - - - - L
+1 Lu STA 2+�O - - - - -- - -
z - - - - -- - - -- - - - -- - - - - - -
RIM ELEV 505.35
< F
(L SEE :PERFORATED, STORM SEVV17-R TRENCH DETAIL
H
x ko < Es 5
P
k I DRYWELLS 12 and 13 DRYWELL$ 14 and 15
z > (L
L
V) STA 4+90 STA 8+52.75 Q
z
z 502.95 RIM ELEV', 503.71
w
x RIM ELEV : 7CAP AND MARK STORMWATEIR
ui d X l01 INV 499.9$ INV 499.951
PIPING FOR PHASE 3 EXTENTION
u
0 + La Li At STA 9+50.00
En
Ld0
0 EQqALIZATION PIPE
BETWEEN DRYWE�L PAIRS, ty0ical Z;
-J
vt
E-4
F-t
mt
z
z
z
DATUM ELEV a wPEI
485. 00
Z
0 Lo
(A 0 LO 0 C'4 0 00 C, L-0 00 -
K) co C-4 LO 0 0) 0 n 0 N 0 LO 0 0) 0 14-
Lj) C) . 00 . (0 0j cl Cj
00 o6 o6 c! ad n C14 0(a IR wi IR 0) 1 1* re)
Ul r� IR L(j 7 C14 �d W) 0 (0 1*1 4�0 r'i (0 r'i 004 0 to to to 0 C 0 C
0 00 ON (a 0 00 00 0 14) 00 00 00 0 0 0 0 0 0
1 0 0 0 00 0 0 0 LO 0 0 0 0 0
n Lo Lo U') Lo Lo LO to LO to n U') LO L0 LO Ln U3 to to V) U) 0 Lo LO L0 LO L0 U) 10 to L0 to LO Lo LO LO L0
Iq 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00
SARAH JEN DRIVE — STA 0+ 00 to 13 + 00 HORIZ. SCALE: 11" = 50' VERT. SCALE: 1" = 5'
1-il l i iT J
7-
f5�7 S-11
Kz
i-no 150.00, VC -we 100.00 VC 150.00' VC
C)
0
E 1-4
0
C
l9 0
jl.
zi lv i
Ln
<i
00 (0 Ln (c) (D = M C) i Ln f-? C) 't in 0 l'
&mW As NoWd
C)
c)
C) r1i r- (.0 , -"
0 0 0 :�
Lin l-
0 0 0O U-) '21 Lr)
0 0 C) 0 " 0 0 0 0
0 0 �-' Lf) Date. Much 27, WS
L0 L0 LO U) LO Lo u Lc) Lo Ul) 4
mw PORK STATE DFPA:?TIMENT OF hZALT11
GUNS .FALLS DISTRICT
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+0:0 24+00 Refer to first sheet for approved date and signature
SP - 7
SARAH JEN DRIVE STA 13 + 00 to 24+ 10 . 95 HORIZ. SCALE: 1" 50' VERT. SCALE: 1" 51
Sheet 7 of 9
10'-0* O.G. MAX. GRADE AT UNPAVED
AREAS RESTORE TURF
- ------ SWALE
------ 36* FENCE P05T
------ DRIVEN MINIMUM 16" ILI I
------- INTO GROUND qli=,,
------ �-51LT STOP ❑ ol rI
EMBED IN GROUND II PK*a'T3Mio
8' MIN.
0
0 .I
z
............ PLAN 0
(0)
BAGKFILL W/
NATIVE MATERIAL
COMPACT S*Ll
BAGKFILL SWALE EXCAVATE T THRENCH EQUAL WIDTH IN 1'-0*MAX.LIFTS
MINIMUM WID C4' SIZE)
TO PIPE PLUS 2.0 FT. To 95Z MODIFIED
PERSPECTIVE PROCTOR
C2) 2'x2'x3' STAKES
OVERLAP ENDS EACH BALE V)
BALED HAY OR STRAW
3G' FENCE POST. 10' oc MAX
DRIVEN 1G' MIN INTO GROUND FINISHED GRADE H wZ
_7
SELECT GRANLLAR MATERIAL ClOOZ
t Z
SILT STOP FABRIC PASSING 2') TO 18" ABOVE PIPE. z
z
FLOW EMBED G* MIN IN GROUND HAND BAGKFILL. G* LIFT.
>
BEDDING G' DEM.
SMOOTH INTERIOR WALL MDPE
UNDISTURBED GROUND
HANCOR MI-Q OR EQUAL SAND. GRAVEL OR
E CRUSHED STONE (TO 1-1/2')
SECTION
z
SEDIMENT CONTROL FENCE HAY BALE DAM CHANNEL FLOW STORM PIPE DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE LL
rnCS E
w z
E-4 0.4 C13
F0
PROVIDE SILT FENCE AROUND CATCH BASIN 0 z HEAVY DUTY PRECAST COVER w/ECCENTRIC AND FILTER FABRIC UNDER COVER
HOLE. USE ROTATION OF COVER TO ADJUST UNTIL PAVEMENT 15 PLACED AND GROUNDCOVER Z
q OF GRATE V TO MATCH C OF WING SWALE HA5 BEEN E5TABUSHM IN R.O.W. d d
z PQ
HEAVY DUTY MANHOLE FRAME + GRATE EROSION + SEDIMENT CONTROL NOTES
QUEEN55LIRY WING 57D. BY LAPAN FOUNDRY
1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE 15 INITIATED. AND DURING
EARTHWORK PHASES, SEDIMENT TRAPS SMALL BE CONSTRUCTED IN ALL STORM u
WING -94
TRAVEL LAW MAX. G' BRICK + SWALES AND DITCHES AND AS INDICATED ON THE PLAN. 9 > A
b
SWALE MORTAR ADJUSTMENT
2. SEDIMENT TRAPS SHALL CON515T OF HAY BALES PLACED TO FORM A
ASPHALT ROADWAY
WING SWALE PERVIOUS BARRIER IN THE SWALE OR DITCH.
BACKFILL WITH NATIVE
ASPHALT ROADWAY
50L + TOPSOIL 3. AT LEAST TWO WODDEN OR METAL STAKES SMALL BE DRIVEN THROUGH EACH BALE
BASE CO
URSE
TO ANCHOR IT IN PLACE. CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU
SE OF STAKES TO STA54LJZE BALE TYPE SEDIMENT TRAPS.
4. AFTER EVERY STORM EACM SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR
CLOGGING. AND ANY FAILURE OR CLOGGING SMALL BE IMMEDIATELY CORRECTED.
0 CR 00 0 5. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS 15
0
COMPACT
S! 2, �It
OMPACT BACKFLLIN POSSIBLE TO PREVENT EROSION. AND EVERY BARE EARTH AREA SHALL BE
_�C G' DIA. PRECAST C8 SEEDED AND MULCHED BY OCTOBER 1st. tEMPORARY RAPID GROWTH COVER
12' LIFTS To q5Z PROCTOR CONCRETE DRYWELL
DENSITY FORT MILLER OR CROP55. SUCH AS ANNUAL RYEGRA55 MAY BE USED FOR TEMPORARY SURFACE
EQUIVALENT G' VIA. STABILIZATION.
FILTER FABRIC G" 0 PERFORATED PIPE IN G. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES. INCORPORATING SEDIMENT C
INFILTRATION TRENCH CSEE DETAIL) TRAPS. SMALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED Of COVER
SEE PROFILE FOR INVERT GRASSES. OR WHERE FILL AREAS ARE EXTENSIVE. Tn
#2 CRUSHED 5TONE-\ 7, NEW SWALE5 AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING
LINE EXCAVATION WITH
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2Z. ALL 5WALE5 AND
FILTER FABRIC BEFORE UNLINED DITCHES SMALL BE SEEDED WITH REED-CANARY GRASS FOR FOURC4)
C%l
PLACING STONE FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE. AT A RATE OF 25
E B" EQUALIZATION PIP POUNDS per ACRE AFTER JUNE. ALL SEEDED AREAS SMALL Be MULCHED WITH
EWER TO ADJACENT DRYWELL 04 uyal9p STRAW IMMEDIATELY.
a , YO 16, Cly b
PERFORATED PIPE STORM 5
SEE PLAN FOR 5�L Q)
B. THE CONTRACTOR SHALL COMPLY WITH The NEW YORK GUIDELINES FOR URBAN
rDn r)CR 0 STONE FILL SMALL CONFORM TO ER05ION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF cr
PRECAST CONCRETE FOOTING—// 5' DIA. NY5DOT STANDARD SPEC. SECTION THE SOIL AND WATER CONSERVATION SOCIETY.
703-02. COURSE AGGREGATE TYPE 3 4-4
INFILTRATION TRENCH COMPACT IN 8' LIFTS 0
DRYWELL DETAIL U)
NOT TO SCALE 0
1.4
NOT TO SCALE
E-4
E-4
50'-0" RIGHT OF WAY cn
0
50'-0' RIGHT Of WAY pc�
24'-0" TRAVEL LANE
Cd
2'-0" 24'-0' TRAVEL LANE 2'-0' 0
3 1/2" ASPHALT CONCRETE
10' UTIL. EASEMENT -2'* COMPACTED BINDER NY`5DOT ITEM 403.13 TYPE 3
3 1/2' ASPHALT CONCRETE
-1 112" COMPACTED TOP fNY5DOT ITEM 403.IG TYPE G
-2' COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 4'-0' G'-D* 81-0. 51-01,
5'-0' — -1 1/2' COMPACTED TOP NYSDOT ITEM 403.16 TYPE G 3
21-01,
G" Tyr
6
G' TYP 1/4" /f T. 1/4" /FT.
MAX. ALLOWABLE DRAiN
(L 12 12
SLOPE CIO TO 3 . . .
1/4' /fT. 1/4' /FT. . . . . ..
MIN. ALLOWABLE
SLOPE C2%) . . ...........- ...
. .. . . ..... .. ....
.. ..... TELEPHONE + GAS
172
0 O,,� ELECT.. CABLE TV BASE COURSE - MINIMUM DEPTH
00 PAVED WING-TYPE SWALE COMPACTED SUBBASE 12" NYSDOT ITEM 304.05
o DRYWELL LOCATIONS INDIVIDUAL DRIVEWAYS SHALL BE TYPE 4 TO BE COMPACTED IN TWO urTS Scale: as rioted
( AS SHOWN ON PLAN
COMPACTED SUBBASE CSEE DETAIL) GRADED TO MEET PAVEMENT ELEVATION
PAVED AT TOP OF WING. IN NO CASE SMALL Phumftsqwu 111111"11118111441 JGWM 844 Ay Datw. March 27,IM
AVED DRIVEWAYS BE ALLOWED TO CUT OUT U4WlW AC 898IJ94c) AuV
WING-TYPE WING 5rCTION OF PAVEMENT.
SWALE NK"NOUMBISN00 E)Nluna 311s Nn
BASE COURSE - MINIMUM DEPTH 12' NYSDOT ITEM 304.05 STORM DRAIN PIPE Ad03 V-VV31SAS NOIjnGI8jSI(7
WATER MAIN TYPE 4 TO BE COMPACTED IN TWO LIFTS AS SHOWN ON THE PLANS "01110M ISNOO Woj 03AO8ddv
HSI YORK STATE DEPARTMENT OF kjEWrjj
GLENS FALLS DISTRICT — 8
TYPICAL ROAD SECTION TYPICAL ROAD SECTION IN CUT FILL OVER 3 FEET SP
NOT TO SCALE NOT TO SCALE Rkfer to first sheet for aPProved date and Signa-tura
L Sheet 8 of 9
r
CONCRETE
GRAM AT UNPAVED
3'--1•-�' -
HORIZONTAL FITTINGS AREAS RESTORE TURF p s-0' VARIES
2' WOOD BLOCK BEARING AREA (SQ. FT.) = T - - - NEW HYDRANT ASSEMBLY-
BEARING
'. /`r/• ' I L IL) DEPARTMENT STANDARD.
I. PER QUEENSBURY WATER
;`� ryl\;\; ?i��•°;�� r, Bull _ . �
SIZE 45' OR TEES, PLUGS, ill
a (INCHES) SMALLER 90' BEND HYDRANTS II FINISH GRADE 6"
v
CONCRETE " 0
I
8' 3 5.5 4
VALVE BOX
r \�; AND
;,\ a SMALLER MACHINE BACKFILL W/ HYDRANT DRIP
BEARING AREA �. _Y /y� COMPACT
PACTVE AL OP1(it B�,pN7ON
ON UND5TURBED BEARING EXCAVATE TRENCH WIDTtt N 1'-O' LIFTS #2 CRUSHED 5TOME •�+� -
AREA BEARING NOTES, MINIMUM WIDTH EQUAL C4' MAX. SIZE) L
AREA G' M.J. GATE VALVE-W5 (V o o ,F
TO PIPE PLUS 2.0 FT. �+ TO 957 MODIFIED
THIS SCHEDULE 15 BASED ON 200 F54G u PROCTOR 5'-0' MIN. COVER Z 3 H
CONCRETE INTERNAL PRESSURE AND A SOL ' ' 1
BEND DEAD END TEE BEARING CAPACITY OF 2000 PSF W TER MAN 00
CONCRETE SMALL CONFORM TO THE
REQUIREMENTS OF SECTION 500 OF n M.J. TEE I
NYSDOT STANDARD 5PEGFX:AT10N5.
r �blS*0 Ea
AND SHALL BE GLASS B. -• 00
TYPICAL THRUST BLOCK DETAILS SELECT GRANULAR MATERIAL C1007. 41
NOT TO SCALE ® IHAAND BAG FIU., G UFABOVE PIPE. ' : '. .
PIPE LEAKAGE TESTING 6 '� 'O ° ° o
PIPE BEDDING G' DEPTH. fp`o*'h`l.,atl,� A• O�
1. WATER MAINS SHALT. BE WATER TESTED AT 1.5 TIMES DESIGN SAND. GRAVEL OR �''" L)
WORKING PRESSURE FOR A MINIMUM! PERIOD OF 4 HOURS. W
LEAKAGE SMALL NOT EXCEED THE LIMITS SET BY AWWA CGOO. CRUSHED STONE CTO 1-1/2'J CONCRETE BLOCKING [:w.� w Z w Uj H
WATER MAN SMALL BE FLUSHED AND 015NFEGTED IN ACCORDANCE M.J. ANCHORING COUPLING POURED AGAINST
WITH NEW YORK STATE DOH STANDARDS PRIOR TO PRESSURE TESTING, 1. AT CONCRETE WALKS AND CURBS. SAWOUT M.J. ANCHORING PIPE UNDISTURBED EARTH
EDGES AND REPLACE TO MATCH EXISTING. L) z W it
'
PIPE EXCAVATION + BACK1=ILL DETAIL TYPICAL HYDRANT INSTALLATION w
NOT TO 50ALE NOT TO SCALE m u U�]
A z
EXIST. GROUND FINISHED GRADE
ACCE55 FLOG I EXIST. GROUND
ADJUSTABLE a°c 1 IN GRASS AREAS i vi ,•.Z•,,
VALVE BOX EFLUSH WITH PAVEMENT
i\ �i �%r�✓:; �: :` �`i!���' � •.\r\�. ,t r�\✓ \ I Q /�v
\�{�, ,••f„ .�✓l•.r, ADJUSTABLE 3 O E
p� VALVE Box � a E, Z
O -TOP CASTINGGATE VALVE WITH 0 'b
NON-RISING STEM 0 VARIES o 'z 0
SERVICE BOX Q C4' MAX.) M.J. GATE VALVE V) y rti u 'Z•� u CORPORATION STOP O ip d 0 o
io CURB STOP I �' ti z
2-#4 a' w ►' ) w
WATER LINE GARAGE L)
TO nousE " <C
HOUSE z n
cY
CONCRETE EXISTING MAN
WATER MAN TYPE K COPPER2 TUBING SOLID GONG. BLOCK 7 4' NOTE- VALVE BOX 15 NOT TO REST ON 3/4' FOR SERWIGE LESS THAN OR EQUAL TO 100' OR C.I. FOOT PIECE NOTES:
VALVE OR PPE LINE. S' FOR SERVICE OVER 100' AS REQUIRED
NEW TAPPING SLEEVE 10'-0"
SEPTIC TANK AT LEAST MIN. 1. TILE FIELD TO BE 100' OR MORE FROM ANY
10 ft FROM HOUSE 20'-0" FROM BASEMENT WALL LAKE, SWAMP, DITCH OR WATERCOURSE AND 10'
CONNECTION TO EX15TING WATER MAIN I TIGHT JOINT 4" PIPE MIN. I OR MORE FROM ANY WATER LINE UNDER PRESSURE.
VALVE INSTALLATION DETAIL CURB STOP WITH BOX ON SLOPE OF 1/8" /FT. SEE NOTE 5
NOT TO SCALE 2. FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION
BOX, USE DUCTILE OR CAST IRON PIPE, OR
NOT TO SCALE NOT TO SCALE SCHEDULE 40 PVC WITH CEMENTED JOINTS.
TILE FIELD O
DISTRIBUTION BOX GRADE 1/8" /FT. 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE
(SEE NOTE 4) ' AWAY FROM SEWERAGE SYSTEM. M--�
4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL �+l
10' MIN. DISTRIBUTION PIPE WITH CONTOUR LINES. FBI
PROPERTY ham,
SEE NOTE 5 10' MIN. LINE 5. FOR RAISED ABSORPTION TRENCH SYSTEMS (/
SEE NOTE 5 HORIZONTAL SEPARATION DISTANCES SHALL BE
RECOMMEND ALL ACCESS AB50RPTION TRENCH _ MEASURED FROM THE EDGE OF THE FILL.
t GLEANOUT OPENINGSCSEE TYPICAL DETAED M `
APPROXIMATE BE RAISED TO G' BELOW CONCRETE OR STONE
FINISH GRADE FINISH GRADE. MARKER ABOVE ALL CD'
BURRED COVERS SEED CROWN 5EWAGE D15PO5AL LAYOUT
RECOMMENDED. G' MIN. 4'-0" '
AND SLOPES NOT TO SCALE W
V L O T/1
_ V1
INLET BAFFLE 12• '• COVER OVER - Z WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD 0
ALL STRUCTURES BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH
#1 FORT MILLETIONR
Box G' MIN. > G.P.D. GAL.) ` SURFACE AREA(S.F.) (MINUTES) W E-1
BY FORT MILLER OR ., P4 hAN• (SEE NOTE 1 PERCOLATION RATE MINUTES
3 EQUAL -
"' } (SEE NOTE 3 & 4) 1-5 6-7 8-10 11-15 i6-20 21-30
MIN. SLOPER LIQUID LEVEL O Q EXGAVATE EXISTING SOS MAXI J - 2 260 1000
1/4' MUM SEA50NAL HIGH = 27 108 130 145 162 186 217 S
MN. SLOPE PROP FO FILL PLACEMENT GROUNDWATER ELEVATION 3 390 1000
1/8' PER FOOT 27 162 195 217 244 279 325 'Lj W
o
ALL OUTLET AVERTS O
SEPTIC TANK ° � TO BE SET AT CAREFULLY SELECTED FILL MATERIAL. WELL GRADED LOAMY SAND. 4 520 1250 34 21s 2so zso 325 372 433
~
BY FORT MILLER PEA EXACTLY THE SAME OR WELL GRADEDLOAMY SAND GRAVELS. CONTAINING A MINIMUM OF
OR EQUAL INLET t OUTLET DISTRIBUTION BOX GRAVEL CUSS OF SPEED LEVELERS IOZ SILTS OR CLAYS. NO ORGANIC DEBRIS. AND NO SOLID OBJECTS 5 650 1500 40 270 325 360 406 464 542 �T.�
BAFFLES LARGER THAN 3" DIAMETER. IN PLACE PERCOLATION RATE OF 3 TO E+'
NOT TO SCALE ENCOURAGED) 30 MINUTES. COMPACT FILL IN 12" LLIFTS WITH LOW GROUND PRESSURE 6 780 1750 47 325 390 433 488 557 650
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TRACK MOUNTED DOZER OR LOADER. 4-�
INSTALLATION OF DISPOSAL FIELDS NOTES: 3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE
Q MODIFIED FILL 5Y5TEM DETAIL CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN 0
3OO 1. EXPANSION ATTICS, ETC., ARE COUNTED AS BEDROOMS. SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. GARBAGE O
�t9 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, NOT TO SCALE GRINDERS ARE TO 8E CONSIDERED EQUIVALENT TO ONE ADDITIONAL BEDROOM. %.
AND SHALL BE IN ACCORDANCE WITH THE N.Y.S.
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND FOR USE WHERE PERCOLATION RATE ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES 4. DOSING IS REQUIRED FOR SYSTEMS WITH A TOTAL TRENCH LENGTH GREATER THAN 500 FT.
MhIMUM 2x WIDTH ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND OF EXISTING SOILS 15 LE55 THAN 1 MINUTE. WITH 3.5 E.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND I
MAXIMUM 4x WIDTH CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS'. SHOWER HEADS. 5. FOR MODIFIED FILL SYSTEMS, REQUIRED TRENCH LENGTH IS TO BE BASED u
2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS ON IN-PLACE PERCOLATION RATE OF FILL MATERIAL. O 'I
OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN.
3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, SEWAGE D15PO5AL SYSTEM 51ZING W
THE WALLS AND FLOOR OF EACH TRENCH SHOULD IBE CLEANED
PROVIDE 3' SAND OR ° pO00 AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
CA SMEARED SECTIONS OF TRENCH. 1�1
PEA GRAVEL LINDER TANK 5EPTIG TANK 4, PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED 2'-O" 4'-0" 2'-0"
BUILDING PAPER OR STRAW SHALL BE AS SHOWN, ,AND CARE SHALL 157. MAXIMUM
NOT TO SCALE BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND CROSS SLOPE
OTHER WASTE MATERIAL IN THE STONE AND PIPE. OVERFILL TO ALLOW ON SLOPED SITES
5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE FOR SETTELMENT
5EPTIG TANKS RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT BARR" MATERIAL
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS
OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID 18' MAX.
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK WITH THE HOLES DOWN IN ALL CASES.
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL EARTI'I
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY G" - 12" FILL UNTREATED BUILDING PAPER.
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR FROM THE DISPOSAL FIELD. OR GEOTEXTILE
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS THESE PLANS ARE APPROVED FCO AND ST o G' Scale` as rioted
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS 7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED 2" MIN. 4' PERFORATED o SLOPE
NECESSARY TO ACHIEVE A STABLE FOUNDATION. UNDER PAVEMENT. LATERAL OF THE WATER DISTRIBUTION SYSTE - A o�0 00 pets.March 27 1998
0 12" MU T B ON SI E BORING CONSTRUCTION WORK
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY iy 0 //E /T `` /) / Revised:May 15,1998
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ° 3/4' TO 1 1/2' x-Y.v� 'V vJ+�''� �/l 2( q pLbop OQ pQ>
4. DUAL COMPARTMENT TANKS OR TWO TANKS IN SERIES ARE REQUIRED / G._O.• / CRUSHED STONE NN d'1ari�8�. �111(16t OB oQ�opSOU 4' PERFORATED PVC LATERAL,
FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE. My
5. ALL JOINTS MUST BE SEALED. 24" MIN. by ft WaW O6pArh1iB1L SLOPE 1/lG'-1/32' PER FT.
NOTES
MAXIMUM SEASONAL HIGH = 61EY YORK STATE DEPARTMENT OF HEALTH 1. END OF ALL gSTRNTERC PIPES MUST BE
GROUNDWATER ELEVATION - PLUGGED UNLESS BE
EQUAL (�
2. ALL LATERALS TO BE OF EQUAL LENGTH. S P � 9
GLENS FALLS DISTRICT 111 !VJ
5TANDARD AB50RPTION TRENCH 5EGTION Ftfer to first sheet for approved date and signature STANDARD AB50RPTION TRENCH PROFILE Sheet 9 Of 9
NOT TO SCALE
NOT TO SCALE