QUINCY LANE SUBDIVISION 5 OF 7 LOW POINT ELEV = 391.21 HIGH POINT ELEV = 392.61
LOW POINT STA = 2+35 HIGH POINT STA = 3+50
PVI STA = 2+25 PVI STA = 3+50
PVI ELEV = 390.61 PVI ELEV = 393.11
A.D. = '5,00 A.D. _ -4.00
K = 20.00 K = 25,00 PVI STA - 6+00
100,00, VC - �- 100.00, VC - PVI ELEV = 388.11
A,D, _ -4,00
K = 25.00
�+ a, n m CC! tu
100,00, VC -
ti HIGH POINT ELEV - 381.98
cii �" q o HIGH POINT STA - 14+3706
> L) c> > > > PVI STA = 14+37.06
P° P° P° W N LOW POINT ELEV = 375.46 PVI ELEV = 382.23
LOW POINT STA - 8+96.43 A.D. _ -2,00
PVI STA = 8+25 K = 50.00
w PVI ELEV - 374.61
+ m A.D. = 7.00 100 00, VC ---
`o K = 28.57
> IZ
200,00' VC
W N n .ni im n
n
DIP kqT f j + o - m chi .+a. ' vr
R MA/N n �°i ;u -atj) y +
FxRE HYDRANT u d v > =' CU
STA, 5+51 > > v~i v~i do I
> y H
CONNECT TO EXISTING
16" D1�i,P WATER MAIN O0
W/TAP:.PING SLEEVE & VALVE:
m
�i n.ul
DRYWELLS #1 #2 LINE VALVE FIRE HYDRANT
STA 2+35
STA, $+55
g., STA, 14+25
j RIM ELEV 390 915D/A LL=n �
4T OA :fir
F
#
DRYWELLS #3 & 4
IN -9
A M
,1
W ,{A
RIM ELEV 387.34 ��_ 6 Did ��4i�S�' •,,,, `O�o•
i i i I
46' - 6" PERF. CAP AND
HOPE at 0.03 ! THRUST; BLOCK
DRYWELLS 9 & 1
7 8
# # 0
DRYWELLS. &
DRYWELLS' S & 6
SEE INF. # #
# # STA 92+50
STA 8+9643
TRENCH DETAIL
STA 9+5a
i
RI
M ELEV 380.10
RIM ELEV
1375.61
R ELEV IM 75.21
3
i
INV. (6„ imf.) 370.71 INV. (6., inf.) 370.71
DATUM ELEV
i
365.00
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go§
1 4�N11126 LANE PROFILE MAI NI 1;���€
A311.114' 8�5Rae
HORIZ. SCALE: i"=50' VERT. SCALE 1"=5' These plans approved by:
0
V�Richard A. Missita a CQ 14 co
Highway Superintendent w
75'-0' RIGHT OF WAY HEAVY DUTY PRECAST COVER r/ECCENTRIC z o o
HOLE. USE ROTATION OF COVER TO ADJUST
CL OF GRATE V TO MATCH (L OF WING SWALE. 0 5 �
ON = OF ROAD ADJACENT TO WATER MAM z�---- PROVIDE SILT FENCE AROUND CATCH BASH 00 'r) aei
USE ECCENTRIC COVER TO LOCATE DRYWELL AS AND FILTER FABRIC UNDER COVER W z V] z O
12'-0' TRAVEL LANE 3'-O' 19'-O' PLANTED 15LAND 3'-0' 12'-0' TRAVEL LANEil'-0' FAR AWAY FROM WATER MAIN AS PRACTICAL
2'-0• 2'-0' -COVER + DRYWELL RATED FOR H-20 LOADINGUNTIL PAVEMENT I$ PLACED AND GROUNDGOVER
HAS BEEN ESTABLISHED IN R.O.W.
EXTENDED EXTENDED A
PAVED PAVED HEAVY DUTY MANHOLE FRAME + GRATEUj
SHOULDER $d°° ° a q+°t° SHOULDER: QUEENSBURY WING STD. BY SYRAGU$E CASTINGSS
QI QI CSC M
4
4°, ( MORTARX AG* BRICK D A 16TMENT WING TRAVEL LANE
e° ° o °01 ae ( WING SCALE SWALE
°4TA °. ° ' t:4 BACKFILL WITH NATIVE ASPHALT ROADWAY
a a
° 501L + TOPSOI fir'
$141 °° ®° BASE
ad
00 p Z/ d rZ b
�p a a
0
B' DIA_ PRECAST 0 W
CONCRETE DRYWELL COMPACT BACKFILL INMA A
X- ALLOWABLE I I EQUIVALENT DENSITY
SLOPE G' TYP• ELECT.. CABLE TV FORT MILLER OR B' DIA. 12' LIFTSTO 95Z PROCTOR
CIOZ_) CROWN TO ROAD GROWN TO ROAD TELEPHONE + GAS Z co
1/4' YFT. - - 1/4' /fT. G" Al PERFORATED PPE IN
I INFILTRATION TRENCH CSEE DETAIL) FILTER FABRIC
MIN. ALLOWABLE O AT LOCATIONS AND TO GRADES
SLOPE C2z� AD PROFILE. #2 CRUSHED
.
a0 AS SHOWN ON THE ROAD
O 1 LINE EXCBRICAVATION
BEFORE STON
EXTEND BASE COURSE 1'-0' DRYWELL - LOCATIONS l 00 PLACING STONE
�_COMPAGTEID SUBBASE A$ SHOIWN ON PLAN ` INDIVIDUAL DRIVEWAYS SHALL BE 8" EQUALIZATION PIPE N iv
PAST PAVEMENT EDGE CTYP� GRADED TO MEET PAVEMENT ELEVATION pP
PAVED 3 1/2' ASPHALT CONCRETE C:SEE DETAIL) AT TOP OF WING. IN NO CASE SMALL TO ADJACENT DRYWELL s O O Cr
WING-TYPE SWALE -2' COMPACTED BINDER NY500T ITEM 403.13 TYPE 3 DRIVEWAYS BE ALLOWED TO CUT OUT SEE PROFILE FOR
TO BE SET LEVEL PERFORATED PPE STORM SEWER
-1 1/2' COMPACTED TOP NYSDOT ITEM 403AG TYPE p
WING SECTION OF PAVEMENT. STONE FILL CONFORM TO 6 SIZE
PRECAST CONCRETE FOOTING 10, VIA. � NYSDOT STANDARD SPEC. SECTION � 2•_g•• � �I � �
BASE COURSE - MINIMUM DEPTH 12' NYSDOT ITEM I 304.05 STORM DRAM PIPE 703-02, COURSE AGGREGATE TYPE 3
TYPE 4 TO BE COMPACTED IN TWO LIFTS AS SHOWN ON THE PLANS COMPACT IN B' LIFTS
WATER MAN DRYWELL DETAIL
INFILTRATION TRENCHTYPICAL BOULEVARD SECTION ;> ''' � '✓�
NOT TO SCALE ~� N z
NOT TO SCALE NOT TO SCALE ^ Q_, c)
0
50'-0" RIGHT OF WAY
V1 O
50'-0' RIGHT OF WAY r E"1.4
y
24'-0" TRAVEL LANE 11'-0' F7..� 0U
2'-0" 2'-O" w
2'-0"
'0 1�1
24'-0' TRAVEL LANE 2,-0„
3 1/2" ASPHALT CONCRETE cd
10' UTIL, EASEMENT -2- COMPACTED BINDER NY5DOT ITEM 403.13 TYPE 3 ~ O 0
3 1/2' ASPHALT CONCRETE 4'-0' 6'-0'
-1 1/2" COMPACTED TOP INY5DOT ITEM 403AG TYPE G i =-2' COMPACTED BINDER NY500T ITEM 403.13 TYPE 3 B'-O" B'-O" T 1 w P.,
5'-0' -1 1/2' COMPACTED TOP NY500T ITEM 403AG TYPE G 3
F2 -. 11- Ex-N 0
G" TYP. H U
6
12
12
I 6' TYP. GRADE TO DRAIN
1 1 1/4" /FT. 1/4" /FT. 1
MAX SL %PEL�IOABLE
1/4' /FT. 1/4' /FT. 100*10p-
MIN. ALLOWABLE
SLOPE C2Z) TELEPHONE + GAS I
-
O - BASE COURSE - MINIMUM DEPTH Data APRX.15, 2003
00 PAVED WING-TYPE SWALE COMPACTED SUBBASE 12" NYSDOT ITEM 304.05
TYPE 4 TO BE COMPACTED IN TWO LIFTS ReViei°^w
DRYWELL - LOCATIONS INDIVIDUAL DRIVEWAYS SMALL BE 1 6/10103 130AFIDCOMMENTS
AS SHOWN ON PLAN GRADED TO MEET PAVEMENT ELEVATION
COMPACTED SUBBASE C5EE DETAIL) AT TOP OF WING. IN NO CASE SMALL
PAVED DRIVEWAYS BE ALLOWED TO CUT OUT
WING-TYPE WING SECTION OF PAVEMENT. TYPICAL AT FILL SECTIDN TYPjQkL,1 ,AT._G1JLLSECTrnn
SWALE _'M10 EXAIiIN D
BASE COURSE - MINIMUM DEPTH 12' NY5DOT ITEM 304.05 1' , ,1 t col�NTY, N.Y.
C
TYPE 4 TO BE COMPACTED IN TWO LIFTS
L, .r.'ti! it{.CLERK
WATER MAIN 03 GCT -7 Fil 1: 54 Scab A8 NOTM
TYPICAL ROAD SECTION TYPICAL ROAD SECTION IN OUT + FILL OVER 3 FEET UV PORK STATE DEPARTMENT OF HBALTB SURVEY DWG. NO. 02333
GLENS FALLS DISTRICT
NOT TO SCALE
NOT TO SCALE S - 5
Yefer to first sheet for approved date and dloauu. Sheet 5 Of 7
ENGR. DWG. NO. 4G17G-5 - SURVEY DWG. NO.DG19