HomeMy WebLinkAbout832-054GRAPHIC SCALE
(IN FEET)
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LOT C, STAGE ROAD PLANNED UNIT DEVELOPMENT /SUBDIVISION
A PARCEL OF LAND SITUATED IN SECTION 2,
TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
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03'
=7788.91'
=7788.91'
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'RON
SHEETLEGEND
SHEET 1 .............................AS -BUILT SITE PLAN
SHEET 2 ...... .......................DRAINAGE SYSTEM DETAILS
'ROPERTY DESCRIPTION
.ot C, Stage Road Planned Unit Development/Subdivision, according to the Final Plat thereof
ecorded October 7, 2005 as Reception No. 515869 of the Pi&in County records
EXISTING CONDITIONS LEGEND
=CTRIC MANHOLE
LTER MANHOLE
AINAGE MANHOLE
NER MANHOLE
- EPHONE MANHOLE
LITY MANHOLE
Y WIRE
NER POLE
E HYDRANT
TER VALVE
2B STOP
i METER
:CTRIC TRANSFORMER
_CTRIC METER
EXISTING TELEPHONE PEDESTAL
EXISTING CAN PEDESTAL
EXISTING ELECTRIC SERVICE
EXISTING TELEPHONE SERVICE
EXISTING SEWER CLEANOUT
EXISTING LIGHT POLE
EXISTING SIGN
EXISTING GAS MARKER
EXISTING IRRIGATION VALVE BOX
EXISTING IRRIGATION VALVE BOX
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O FOUND #5 REBAR AND PLASTIC CAP L.S. #28643
EXISTING OVERHEAD UTILITIES
EXISTING OVERHEAD UTILITIES
EXISTING OVERHEAD TELEPHONE
EXISTING UNDERGROUND TELEPHONE
EXISTING OVERHEAD ELECTRIC
EXISTING UNDERGROUND ELECTRIC
EXISTING SEWER
EXISTING WATER
EXISTING GAS
EXISTING COMMON TRENCH
EXISTING ASPHALT SURFACE
ACCESS AND UTILITY EASEMENT REC. #545188
EXISTING TIE RETAINING WALL
EXISTING ROCK RETAINING WALL
EXISTING CHAIN LINK FENCE
EXISTING WOOD FENCE
EXISTING WIRE FENCE
EXISTING BOULDER
EXISTING DECIDUOUS TREE 4' DIA. 8' DRIP
EXISTING CONIFEROUS TREE 5" DIA. 8' DRIP
2X2 INLET RIM= 7819.45' EXISTING CONDITIONS FIELD SURVEYED IN
18 "RCP S. INV.= 7817.80' MAY- AUGUST2008
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DATE: 07 -27 -11
JOB NO. 10133
SHEET 1 OF 2
"GRATE TRASH RACK"
TUBULAR TRASH RACK 0 6" ON CENTER
2.7' X 5.3'
ELEV. T833 g�
5 -YEAR FLOOD =7809' - -r- 1 806' -= - v7l0.06' _
10" BORE E HOLE INV= 7806.62' -
WQCV POND = 7807.19' - {
_ __..3
0.694' 4 5
WET POND =3tlfS - - __- _ ELEV. 7806.30
1T./
BOTTOM OF POND= '$°°.i'�- -� - ��t" 10
7803 5',�i���� \
FINISHED GRADE
GENERAL NOTES:
MINIMUM OF 18" OF COMPACTED CLASS 6
ABC WITH 95% STANDARD PROCTOR
DENSITY UNDER ALL STRUCTURES. I m
TOP OF OUTLET STRUCTURE= 7810.5 =1 DO- YEAR FLOOD'
Q24" OUTLET
PIPE 0-6:254 7.5X
INV =F86B� 7806.31 4'
PRE CAST CONC. PON
OUTLET STRUCTURE
10" 51DE ME L INSIDE FILLET
GRATE TRASH RACK 4 5.67' INSIDE FACE OF STRUCTURE
"
2.0'x4.0'
T -CUT 1.88~ 1.88'
1'
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1.71' 2' 3' 10" BORE HOLE 1A A 1 2.71' 2.71'
I tl INV= 7806.62',
WET POND LEVEL e-
0.31' 7806.62' tii *zy, OUTSIDE FACE OF STRUCTURE
4"
T -CUT pETglI �v NOTE: SECTION A -A
10" 4 - ' 10" -ALL EXPOSED CONCRETE TO BE
5. -8,. "SAN DIEGO BLUFF" IN COLOR.
-THE INLET NOTCH (T -CUT)
MUST BE FORMED PRIOR TO
CONCRETE POUR TO EXACT
FRONT ME ENS
POND OUTLET STRUCTUREDETAIL
NTS
AS -BUILT NOTES:
1. POND OUTLET STRUCTURE WAS PRE -CAST AND HAS VERY ROUGH
INLET NOTCH WITH MINOR NON- CONFORMING WORKMANSHIP. IT IS
UNKNOWN WETHER IT IS A LEAK PROOF STRUCTURE
2. OUTFALL ENERGY DISSIPATER'S DIMENSIONS ARE
NON- CONFORMING.
PROPOSED
EXISTING PONE)-- 6UTLET STRUCTURE
RIM = 7791.26±
J-6 X12" WEIR INV = 7789.73±
- -./� INV OUT (15')= 7789.10±
EXISTING DRAINAGE POND 3
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EXISTING PATH
OUTLET STRUCTURE WITH
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24" ' ACCESS LID
WATER SYSTEM OUTLET STRUCTURE
INV IN
INV IN
INV OUT (30 ")= ,;7S9 -b
INV IN =77911 -�
15" PIPE
6.34' EXISTING
PATH
6"
30"
PIPE
DOS7INO 15' INV IN- 88.91' \ 8" — .5=1 8
300 INV IN- 88.91' 10 5.5
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8" TYP.
8.16'
5.5'
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PLAN VIEW
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A?PROX
LOCATION Ls Lo --� 2' �-
OF Ex;SiINC I
SPLIT RAIL
FENC
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SECTION A -A
EXISTING NATURAL SHALLOW SWALE
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18" (D�6 ")
PROFILE VIE W
WOVEN GEOFABRiC, MQ RAF! 6OOX 3'
OR APPROVED EQUAL PLAC;:O UNDER APRON TOE
RIP -RAP
NOTE: BASED ON SECTION A -A
7812.08•
24" R.C.P. O 1.2X
24"
1.88'2.5'
FOREBAY
NOTE
DESIGN DETAILS AND STRUCTURAL LAYOUT BY OTHERS
C -C SECTION
N. T. S.
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07 -27 -11
JOB NO.
10133
SHEET
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07 -27 -11
JOB NO.
10133
SHEET
2 OF 2
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DATE:
07 -27 -11
JOB NO.
10133
SHEET
2 OF 2