HomeMy WebLinkAboutD. Site Plan40
0
20
GRAPHIC SCALE
40
80
iso
CONSTRUCTION
SES
( IN FEET )
1 inch = 40 ft.
DRY Mi.
RIM
ELEV /. 6128.00''
SEE' DETNL533 76
E 46240.47
12" CSP INV. OUT
ELEV. 6128.10
N 53362.81
E 46246 97
EXISTING
GRAVEL
LOT
NEW 2" BURIED ELECTRICAL
CONDUIT 320 L.F., DO NOT
DISTURB IANDSL"APED
VEGETATION DURING
INSTALLAI7ON
COORDINATE it/ HOLY
CROSS FOR NEW SERVICE,
(METER TO BE INSTALLED
ON THE POLE BY CONTRACTOR)
SOCCER
FIELD
ENTRANCE GATE
see SHEET 7
CONTROL POINT
ALUMINUM CAP, 1/4
SECTION CORNER 28
ELM!. 6132.89'
N 53808.97
E 46495.87
E E
REMOVE & REPLACE 18" CSP,
IN1! IN ELEY. 6130.70'
N 53775.41
E 46538.09
EXISTING SEWER MANHOLE,
RIM BEV 613296'
ITV I /. IN (12'W)W ELE7,4 6120.62'
IAN. OUT 027,YC)E E7.E1! 6120.51'
RELOCATE EXISTING SHED
ON we. COORDINATE WITH
PROJECT ENGINEER/CRMS
12" CSP INV. IN
ELEV.. 6128.50'
N 53364.67
E 46296.94
REMOVE EXISTING
CONCRETE PAD,
GRADE TO PROPOSED
CONDI?7ONS
TENNIS
COURTS
NEW DITCH DIVERSION
LOCATION FL:ELEV. 6132.95'
ENO NEW DITCH AT 18"
CSP INLET
N 5.3337.33
E 4649722
x
30" CSP /Nl! IN
ELS! 6131.70'
N 53545.69
E 4649812
J0" CSP INK OUT
as ei. eo'
N 53693.72
E 46577.26
40 LE 30" CSP
0 0.5X GRADE
30" CSP INV. IN
ELLl/. 6131.00'
N 53654.75
E 4656524
PAVED ASPHALT
APRON
EXISTING 36" CSP,
INV. IN ELEV. 6126.24'
OUT ELEV. 6125.99'
• 18" CSP /NV: 0
DIV. 6132.00'.
N 53411.56
E 46525.41
•
EX,t577NG 12 CSP,
TOP OF C5P /N
E7.E1/. 6124.6'
NEW Fewer;
SET=' SHEET 3
• C12"S (.12"S
REMOVE & REPLACE 18" CSP,
Ilit! OUT ELS! EV. 6130.50'
N 53752.75
£ 46564.76/ `
/ \
/ FUTURE
• 18 our / MAINTENANCE \
CCP imv
1ZEV. 6331.40'BUILDING
(APPROX) 40'X 60'
/15369'0.08
E' 46586.
DELORES WAY
LWD-SWACE- 0 1fa40 'I0E-
DITCH CONTRACTOR TO
ADJUST SWALE 70 DITCH
RE-ESTABLISH ROADSIDE
DITCH THROUGH OLD ROAD
NEW DRAINAGE SWALE
FL EZEY. 6129.00'
N 5.3750.62
E 46727.89
GRADE SWALE
0 1.0X SLOPE
NEW DRAINAGE SWALE..
F.L • ELEV.. 61.31.00'
N 53550.60
E 46728.73
18" CSP INV. OUT
ELEV. 6131.00'
N 53494.86
E 46731.96
PHASE /!•
E1'/SiING twat •
E1.14503.35101
• • &EY. 6132.00' P ASE
18" 'CSP /NY. IN: ...�... _---_._.:�.,,...,, i 1.7
AL4INTA/N O?CH Iry 6132 50•
FLOW TO. EAST
AT 18" CSP INLET
REMOVE SHED
•
E12"S
.MAINTAIN EXISTING.
CULVERT :INLET'..
II
CONTROL PONT,
5 REBAR &
ORANGE PLASTIC CAP
ELEV.. 6127.74'
N 53829.66
E 47076.26
"S
R1.MOVE
EXISTING
x"'iP Viz.
mew Fate
SEE SHEET 6
ENTRANCE GA7E
SEE SHEET 7
12" CSP. INV. OUT
ELEV...6124.80'
N 53728 47
E 47031.68
s�.P. \
TOPSOIL •.
STOCKPILE
AREA N.1
1
X., -...-4.-.7.-x � •.
REMOVE ENTIRE
RUN OF FENCE
.... 6.132 .............:......
SOLAR
DORM
II
COORDINATE W/
CRMS STAFF PTR
SERVICE CONNECTION
ac
PAVED ASPHALT
APRON
EXISTING SEWER MANHOLE;
RIM REV. 6127.87'
IM! IN (12,2VC)141 EZEV. 6118.94'
IIW. IN (707,)N ELEV. 6118.99'
IM! OUT (12'PVC)E ELEV. 6118.84'
ALVUST RIM. ELEV TO 612654'
FENCE 77E /N
N 53732.15
E 47086.25
12" CSP INV. IN
EZE1< 6125.10'
N5,3716.20
E 47064.55
35 L.F. 12" CSP
0 0.677. GRADE
NEW 2" ELECTRICAL
CONDUIT 530 .LF.
RESET. FENCE,
70 77E INTO EXISTING
FENCE AT INDICATED
POINTS 200 L.F. t
REMOVE EXISTING
FENCE BETWEEN
RESET PNCE
77E IN POINTS
258 L.F. r
E12". CSP /M! OUT
NLkt5412o 00'
r 47071
FaISE.R553540.82N
E 47030.79
30LF.12"OSP
0 1.67X GRADE
SOLAR
f PANELS
{ 12" CSP INV /N
ELEV.. 6128.50'
N 53517.56
1E47015.67
L ^l
--J
max_
SOLAR
PANELS
SOLAR
PANELS
Version 1
• OPTIMAL VIEWS OF SOPRIS AND RED
HILL
• BATHROOMS VISIBLE AND CLOSER TO
FIELD, USE BY VISITING TEAMS
WITHOUT ENTERING CENTRAL
SPACE
• LEAVES DOWN VALLEY VIEW FROM
MAIN QUAD
• GOOD VEHICLE ACCESS
Site Plan
SCHMUESER 1 GORDON I MEYER
ENGINEERS I SURVEYORS
SCHMUESER GORDON MEYER
1 1 8 W. 6TH STREET, SUITE 200
GLENWOOD SPRINGS, COLORADO 81601
(970) 945-1004 FAX (970) 945-5948
ASPEN, COLORADO (970) 925-6727
CRESTED BUTTE, CO (970) 349-5355
CRMS
Garfield'
Co url ty,
NUM-
BER
1
REVISION
DATE
RELEASED FOR B/D
3/2/2009
BY
DS
2
RELEASED FOR CONSTRUCTION
4/10/2009
DS.
Site Plan
Grading flan
Drainage Plan
Job No.
2008-439
Drown by:
DS'
Date:
2/24/2009
QC: KW/RM
PE: DC
File:
OF 9
COV-SHT9.dwq • J