HomeMy WebLinkAbout20221027 Skidmore Construction Wellness Center Plans As-BuiltCB
RIM=401.28
INV.SW.=397.5
INV.W.=398.1
INV.N.=398.1
INV.E.=397.4
CONC. LID
w
...........
'"1
-UE TBM w ¢
BONNET NUT ARROW D Y
ELEV=405.56 3
F-
CB
RIM=401.67
INV.E.=399.0
INV.S.=398.9
TBM
BONNET NUT ON
FIRE HYDRANT
ELEV=404.64
�1� /
� QR /EC
CB Q
RIM=401.88
INV.OUT=399.5
CB
RIM=401.28
w w" INV.N.=397.1
INV.S.=397.0
ASPHALT
CB PARKING
RIM=401.82 LOT
INV.W.=396.5
INV.E.=396.4
12"HDPE ® 1.0% -sT
12"HOPE
-68LF
1.tY46LF
CB
FFE=405.9
K0
XSA-
12"HDPE RM=401.47
0.87% INV.NW.=396.0
CBTURF
INV.S.=395.9RIM=404.69GRASS
STORM MHINV.S=398.3
RIM=402.33
INV.W.=385.9
INV.N.=398.25
3
o
N
INV.N.=395.0
DRAIN GRATE INV.E.=385.9 v�
a
r CJ
3
BUILDING
12"HDPE
' z
Y U
CONCRETE
"DANCE CENTER''
70LF 00.57%
J
J
3
AKA
WOOD
WALK
"FIELD HOUSE"
a
`
ST=
SPIGOT;
=
CB
DRAIN GRATE
TBM
BONNET NUT ON
FIRE HYDRANT
ELEV=406.93 6Y CROSSWALK }�
MH
R .r
.60
SAN.MH.
RIM=403.54
INV.S.=395.4
INV.NW.=398.4
INV.NE.=394.8
INV.E.=394.3
HAND
STOP HOLE 48
LINE
Gs\� Cb `� HAND 20
HOLE CB
COMMUNICATIONS 3 RIM=401.51 °
\ MH _ v INV=399(2) gsph'q(T
Gq
-
Gq
/CONTROL
PANELS
Q
J�
3
/
0
J
78LF 12"HDPE
0 1.15%
0
o
cg7F
201LF 15"HDPE
Z1__®
0.9%
RIM=402.83
INV.S.=398.8
a
CONCRETE
PANEL '
-
INV.N.=398.7
w
FFE=
PILLAR
cONc w R\p
TEL._=
Y
Q
OVERHANG
S��F
8"HDPE RISER
OVERHANG wq��
55LF C�,1.1%
w
o
AUTO
FFE=
CB
w
403.33 DOOR BUTTON
RIM=401.93
?
INV.S.=399.5
z
INV N.=399.4
ov
TRANSFORMER
CONC. PAD W.
CB
24LF 12"HDPE
TRANSFORMER
w
RIM 388.89
0 2.1%
INV W.=384.2
INV:E.-383.8
AUTO
DOOR 30 3n 3n _4n
BUTTON
12"CMP 74LF 12"HDPE 010.8%
- 48LF 12"HDPE
STORM MH CONC. PAD W.
RIM=397.76 A/C UNITS
INV,=386.7
TBM
CB
/INV.W.(IN)=388.83
TOP OF CONC.
RIM 400.48
S.E. COR. PAD AT DRILL HOLE
ELEV=390.41
INV.E.(OUT)=388.68
INV.E{ROOF DRAIN)(BLACK PLASTIC)=398.16
A/C UNITS
FFE=390.34
BUILDING
"WILLIAMSON
SPORTS CENTER"
SAN.MH
RIM=389.28'
INV.W.=381.3J
INV.S.(OUT)=381.2
6"PVC SDR-26
92LF 0 0.7%�
CONC. PAD
CB W. GENERATOR
RIM=388.43
INV W.=381.95 8"HDPE STORM
INV.E.=382.01
18"HDPE COMM.MH.
RIM=388.24
10�
24LF 30"HDPE
Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown
map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was
a violation of Section 7209 subdivision 2 of the available.
New York State Education Law.
P: \S\Skidmore College\S23-118 Skidmore College Tennis & Health Center\S23-118 Skidmore Tennis Center As -Built Survey.dwg
-CONC. RET. WALL
-CONC. PAD FOR GENERATOR
CB
RIM=388.00
INV.W.=383.3
INV.S.=383.2
BUILDING
78LF 24"HDPE "FITNESS AND
CONC. STEPS
& LANDING
FFE= 1 389.25 CONCRETE
STANDPIPE
J ®o.s% TENNIS CENTER"
w �
0 6"PVC SDR-26
CB 144LF 0 2%�
RIM=387.88
J INV S.=382.6
= I INV.N.=382.7
78LF 24"HDPE
0 0.5%
CB
RIM=387.98
INV.N.=382.2
INV.S.=382.1
68LF 24"HDPE
® 0.45%
STORM MH
RIM=388.80
ROOF DRAIN=383.0
INV.S.=381.7
INV.W.=381.8
CONC. INV.N.=381.8
PAD
ASPHALT WAL
® ST
uaqua
SA -SA -SA
ST ST
--ua
ST -
U4
�S
6-PVC SDR-26
SAN.MH. 215LF 00.74%
RIM=388.25
INV.W.=380.6
STORM MH
INV.E.=380.4
RIM=387.53
INV.N.=381.4
INV.E.=381.4
SAN.MH.
RIM=388.12
INV.S.=381.5
INV.N.=381.6
SAN.MH.
RIM=395.55
INV.SW.=389.00
INV.NW.=389.00
INV.N.=389.20
INV.E.=388.95
Nat
Map Legend
Trees
width of trunk in inches
designation
G1K
Designation Key
M - maple
S - sycamore
P - pine
D -dogwood
B -basswood
C - cedar
CB
RIM=394.63
Objects
aEWK
emergency kiosk
oEC
elec. vehicle charge station
X
lamp post
XLT
light tower
®
water valve
�-
sign
o
concrete bollard
is
utility pole
R
fire hydrant
❑
catch basin
o
sewer cleanout
/ 8 r� v RAIL
STONE
v0 BRIDGE
COMM. Sq
SCOREBOARD ro ELEC. ` J<v 2-BO HANDH
/HANDHOLE DI-1 12"MULBE Y ��. FES INV= q tiq�T
RIM=393.73 389.65
INV=
3s Q? OBENCH
oe / BIORETENTION
/ Gq� Jqv1 BASIN / j 15" HDPE
2P / / 50 LF 00.68%
/ q / RIP
J� RAP ' FES INV=
LT 389.31
4"PVC r I °\
/INV=391.$1
62LF 12"HDPE a /\o\
BIORETENTION'
/ BASIN
F'D/ SCOREBOARD-,
J °
STORM
/ / o
/
CLEANOUT STORM MH
RIM=399.96 HANDHOLE J� ' / / BIORETENTION a /
/
INV.W.=384.1 � ' / // BASIN RET.
INV.SE.=384.1 / / ,o / o
// / 1
WALL
LT
63LF 15"HDPE
I i CONC. PAD FOR GENERATOR / / ��� /
CB
/ RIM=386.46 JF
CONC. PAD m/ INV.N.=383.34' ! CONTROL STRUCTURE
WITH O y INV.S.=352.0
DUMPSifERS /I i J� o I� Sc INV.OUT=386.40 i1
Q TBM ///BIIORETENTION/ J , 01.6 24"HDPE
BONNET NUT m BASIN I RIP- �1.66% I
AT ARROW RAP , !
J
ELEV=390.47 `� �j FES INV= I !
-� UE 385.45 I I J
93LF 15"HDPE \ /
0 1.0%
co CB J '
sT RIM=386.46
INV.S.=381.1 ,
INV.SW.=383.32 I I
INV.NW.=383.17 �o
INV.N.=381.1
IN I
BIORETENTION
> BASIN w
3 I � � J
Q
3 I N o
J
< I
A9 � I
G S
n
N J'o
¢ �, 0 I !
o IISTORM MH
SAN.MH. RIM=390.29 ! ,
RIM=389.96 ® HANDHO INV.S.=380.1 I I
INV.S.=378.76 r'�`�r 1NV.W.=380.4 I
INV.W.=378.86 11 va INV.E.=381.1
INV.N.=379.06 STORM MH I
RIM=390.34 I
INV.S.=380.1
ST ST S INV.W.=380.4
�u0 INV.N.=380.4 I
0S 0S - - , ! ' c/
240LF 30"HDPE r's �'r@
_HYDRODYNAMIC
® ' �'�Q SEPERATOR /7 -k Try
4_ �d
I �6<
1
� 1
Lines
storm sr sr
sanitary sewer sa sA
water ww
-
chain-link fence-o-o-o-o-
metal rail
overhead wires - -
underground elec. ue uE
underground telecom uo--uo--
geothermal ar or
Surfaces
No Parking Zone
Record Drawing Certification
1, - Brett Strom, PE -_-_--- Registered
Professional Engineer No. _ 096554 ___,
in the State of New York, was retained by
Skidmore College -_-____ __ to
undertake or cause to be performed by staff
members under my supervision periodic
inspections and reports, and hereby certify that
this drawing stamped by me as "As -Built" has
been completed in accordance with the approved
drawings and specifications or any authorized
changes, and shows the actual facilities and
infrastructure as they were installed in the field.
PLANNING BOARD #20221027
0
v
�
U
i
0
o,
•�
O
�
�
I
O
O
0
Q
O
n
•V
O
V/
U
Ln N
CD
CD r-
u7 U-)
I I
U
L0 00
u0
� u7
.v x
00
W
® l4
® Q
cn
c
c i
> �
Q C,()
D
Y O
J o(0
en
OF INCi'Y
J0
y� ao�7s v�a�
y � CAND 5
DATE
DESCRIPTION
REVISIONS
DATE:
Sept. 18, 2025
JOB NO.: S23-118.24
SCALE:
20
1 " = 40'
0 20 40
S23-118.24