HomeMy WebLinkAbout1.1 Plans/
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-3.15% --
6270
6260
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7+00
SCALE : .. ,
HORI ZON TA L: 1 : 5 o
VER TICAL : 1":5'
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LOT 20
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HI GH POINT ELE V = 5274 .34
HIGH POI NT STA = 5 : 78.35
P"1 STA = 5+91
P"1 ELEV = 627518
A.O. = -5.31
K = 25.43
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QUICKSILVER COURT PLAN
STA= 1+00 TO STA lkJ~2
SEE DETAL SI LL I FOR ROAD CROSS
135.00' vc ---------------1
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--EXISTINC:""=--
CULVERT --
---
-----
32 LF OF 24"¢
INV., IN = 6268.20
7 rl'l'<l'o-DUL_= 626 7. 2 . -.,..__
--
LOW POINT ELEV = 6271.48
LOW POINT S TA = 3+60
P"1 STA = 3+60
P"1 ELEV -6270.48
A.O. = 4 .00
-----=--
----COT 2G
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NOJES
D UTILITIES HA VE BEEN PLOTTED 1. THE LOCATIONS TIOLFITYUN~~~~R~Ui:iER INFORMATION PR0"1DEDE BY
BASED JPON U M ' 0 LOCATIONS IN SOM
.--------------------------200.00' vc K = 50.00 -------------------------
1
UTILITY COMPANIES ANO ACTUA':i' ;~E~v.N MAY NOT REPRESENT
INSTANt::S. THESE UTILITIES, ME LOCATIONS ARE UNKNOWN .
ACTUALflELD CONDITIONS, AN~(OCONffiACTOR TO CONTACT ALL
IT IS lH RESPONSIBILITYFIEOFLD LOCATIONS Of UTILITIES PRIOR UT ILITY :OMPAN IES FOR
TO C0"5ffiUCTION.
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HISTOR IC
. /GRADE
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5+00
PROPOSED
GRADE
EXISTIN !
ELEV A TIO~
4+00
QUICKSILVER COURT PROFl1E
STA: 1+00 TO STA lkJ~2
SEE DB"AL SI LL I FOR ROAD CROSS
STA~ IS RIOHT' TO LEFT
PROPOSED
ELEVATION
-~4"¢A
INV. 0
-
S N1 2 CUL VERT
L= 6267.77'
-
3+00
ALL COl'STIRUCTION I S ACCORDING GARFIELD COUNTY ROAD AND 2
· BR IDGE \PPROVAL
-2.00%--
EXISTI G QUICKSILVER WAY ---
2+00
"->-
0 < ot--~ 3: q~ "'o,... 8wo.,, 6280 '.:j j:t.0 ~(/)II II -"' . V>o ·> .,_-<w
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-1.18".
6270
6260
1+00
-------+---·----------~--------~-----40' RIGHT-OF-WAY
2
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ASE
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10' DRAINAGE AND UTILITY E 4'-----,--,·-~#
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% SLOPE ----..__ J LOP£: "'°"""'
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3" ASS 6 AGGREGATE BASE
coisE COMPACTED TO 95%
ST.ClARD PROCTOR
NOTE : IFY AND RECOMPACT STRIP ALL TOPSO[~iN~C~~ OEPTH OF 12" TO SUBGRAOE TO A M
95 % STANDARD PROCTOR OVI 7" _ 3" MINUS PITIRUN
COlACTED TO 95%
ST.OARD PROCTOR
EXISTING ACCESS DIVE
N.T .S.
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PROJECT NO.
2071059.00
1
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• • NOMINAL RIP-RAP, HANO
INSTALL 9." .}::1~ 1:'~ ~2TER FABRIC , RE~TN~ Rl\o£R
PLAC[ 18 T BE USED. (SEE ALSO SH ROCK MAY NO
RIP-RAP SIZING CAL.CS:
p -fiTtii
gd .. .J2 .2 f/a1
d -0.5 ft
pONp 24" CMp
v .. 7.861.5 fpa
9
•
pd -8.85 -;,,~) -~ ft L •40•'9\
W•40•8ft
ROAQ 2i" CUI ymr
v • 7 ,]Jf:tij fpS I 9"
p • S.75 -TYPE ....
ld• 40 -4(2') -8 ft
W•40•8ft
4: I TO
Tll£rs
MIN . flRE STOR.-.GE + 1 5 ' FOR ICE
.v>PRO><.
10'
DEEP
FILTER FABRIC
BEGIN CREST Of POND
El. 6242 .00
RIP-RAP AT
CULVERT OUTLET
N .T .S .
nc POND • 30J 142 GAL TOTAL VQl..UME ....-
VOLUlllE LEVEL VARIES SEASON TO SEASON MANDATORY MIN .. UM
s· C-900
TO ORY HYOR.-.NT
INV EL•62.l5. 14
TOP PIPE•62l5.81
/
PONO LINER
40 MIL PVC LINER
" ' ,. s
J,44' TO INV
, •• TOPSOO L SECTION DETAIL (TYP) POND CROSS
WSmjn: )
5 ':'.",W~Sm~in-: VS!Cot*(CC Xl ,
OH
N.T.S.
. _ MINIMUM WATER RE IN FT' (HOUS E SUPPL y IN GAL ) ~i;:t =-TOTAL VOLU~Jz~~D s6~~~~1~1CATIONRNUMBER
OHC = OCCUPANC6N CLASSIFICATION NUMBE CC = CONSTRUCT!
VStot = 2200 FT'
OHC = 7
X 22 FT = 48400 FT'
cc = 1.5
WSmin = 15557 < 40000 :OK 48400*(1.5)Xl.5 =
7
GRAPHIC SCALE so
20 o,'l~i j--~~I
I •s I (INFEET)
I inch = 20 ft.
EARTHWQRK QUANTITIES: ESL --y
CUT 2938 C
FILL = 8 CY CY (CUT) NET = 2930
RESERYQIR: AC
SURFACE AREA: 0.21
CAPACITY: 1·2 ACsii AC
DRAINAGE AREA. '
EMERGENCY SPILLWAY:
WIDTH : 5 FT
SI DE SLOPES : 2H: 1 V
FREEBOARD: 1. 5 FT
OUTLET DRAIN:
TYPE : ORIFICE
SIZE· 24 INCHES
LOCATION: NW CORNER
D
PLAN VIEW
90' BEND
EL. ~.75
AOS -Nl2
l 2" ORIFICE DETAIL
N.T.S .
1· TO 2"
CRUSHED Roa<
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•• 2'
D
A D D A
D
D
EROSION LCC D
D
D EROSION LOG
D D
US£ 2 PINE STAKES~~~ ~~~12" AT All
EROSION LOG ENOS !fio COHTllUE USE A STAKE £\itR'1 24 IN , ~
TO M.lIRNA1! ORE"'~TlON THROOG
TH[ LIMGTH or 11<( EROSllN l •
PLAN VIEW
EL. 41 .JO
so· BENO / "-'-j'--. EL J9 .~ '
AOS -N12
l8" ORIFICE DETAIL
N .T.S.
VARIES VARI ES
12~ COMPACT
SEDIMENTATION BASIN (TYP)
N .T.S.
SPILLWAY DETAIL
N.T.S.
.----~-i LEGEND~~~~,
--5710----
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sa-® -
#~@
~
rmw~Q
EXISTING SURVEYED 5' CONTOUR
EXISTING SURVEYED 1' CONTOUR
PROPOSED C~~'ie~l PROTECTION) (INLET AND
PROPOSED SILT CONTROL FENCE
PROPOSED STRAW BALES
DRAINAGE FLOW PATH
PROPOSED RIPRAP
PROPOSED WATER SURFACE
:;J 0 0 ~ ~ c:: c:: ~ 0 0 0
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PROJECT NO.
2071059.00
POND
XOS-1
2.44 ACRES
cl~o~d-~1 Q~-0:5~
Q100-=1.05
-EXISnNG OFFSITE BASIN NAME
-BASIN AREA
RUNOFF COEFFICIENT (2YR)
RUNOFF COEFFICIENT (100YR)
-DESIGN FLOW IN CFS (2YR)
-DES IGN FLOW IN CFS (100YR )
LEGEND
---64--
---l65---EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
BASIN BOUNDARY
EXISTING FLOW DIRECTION
a
l\Q:)
--.,....
EXOS-1
2328 ACRES c2-so C100=80
Q2-306.7
Q100=2214
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fo\;)
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r-.. I'::'!>
NOTES:
1. REFER TO GRAD IN G SHEETS FOR GRADING INFO~ noN AND
EROSION CONTROL.
2. ALL EXISTING CONTOURS ARE AERIAL TOPO.
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GRAPHIC SCALE
100 0 .. 100 200
~-. I I I I
( IN FEET )
l inch ~ 100 ft.
""°
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PROJECT NO.
2071059.00
EXDR-2
•••• ••••
XOS-2
379.3 ACRES
C2=7~ ~~8~03
Q100-223
••••••
----
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EXOS -1
2328 ACRES
C2•80 C100-80
Q2=306 .7
Q100..221 '4-
•••••••••••• ··················-----
EX-10 -BASI N NAM E
22.3 ACRES -BASIN ARE A
C 0= 9 -RUNO FF COEFFICIENT (IOOYR) g~=8~ RUNOFF COEFFICIENT (2YR)
=5. 93 -DESIGN FL OW IN CFS (2YR)
100=22.5 -DESIGN FL OW IN CFS (IOOYR)
GRAV EL ROAD
ASPH AL T ROAD
LEGEND
--4-
--7865--
------~
~¢~,_,?zj
EXISTING MINOR CONTOUR
EXIS TING MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
BASIN BOUNDARY
EXISTING FLOW DIRECTION
WATER HATCH
NOTES :
XOS-3
79 .29 ACRES
C2=79
C100=79
Q2=15.02
0100-111 .
RAMSEY GULCH
1. REFER TO GRADING SHEETS FOR GRADING INFORMATION AND EROSION CONTROL.
2. ALL EXISTING CONTOURS ARE A MIX OF AERIAL TOPO AND SURVEYED TOPO .
!
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GRAPHIC SCALE
100 0 ?IQ 100 200 400
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( IN FEET )
1 inch = 100 It.
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PROJECT NO.
2071059.00
PRDR
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XOS-2
37 9.3 ACRES
C2 7~9 c~~0 2s.03
Q100=223
0 cc
II)
cc
~
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tO 'V 0 .......... ~... ;;'; ~
EX-1
22.76 ACRES
C2=81
C100=81
Q2=8.71
Q100=47 .3 4llllt 4lilt
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4llllt -... - ---<o
\ ;;;----_,,,,~ ------XOS-3 1 79.29 ACRES ~ C2=79 .-.. ~ c6go,J.i2
Q100=111 .9 - - - - ---
-BASIN NAME
EX-10 BAS IN AREA (2YR)
22 .3 _A8CRES -RUNOFF ~ gg~~~:g:~~t (1 OOYR) ) C~-7 RUNO N CFS (2YR CQ:1 0.5_88993 _ DES IGN FLOW :N CFS (100YR)
-DESIGN FLOW Q100=22.5
LEGEND
-TB6
·--7865--
ON AND EROS ION CONTROL. G INFORMATI NOTES: TS FOR GRADIN RVEYED TOPO.
RE FER TO GRAD IN G SHE E MIX OF AERIAL TOPO AND SU
1. ALL EXISTING CON TOURS ARE A 2.
R CONTOUR EX ISTING MINO R
MAJOR CONTOU EX ISTING
OUNOARY
BASIN B W DIREC TION EX ISTING FL O
------------
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EX-2
31.29 ACRES
C2=79
c1 oo-5.79921 Q2-•
Q100=44.2
EX-3
25.83 ACRES
C2 79 9 C100 A 7892 Q2--r. 5 Q100=36.
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G R APHIC SCALE ""'
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PROJECT N O .
2071059.00
EXDR·1