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010bris/mud flow hazard. Numeral
indicates relative degree of risk (1
indicat10s high risk 2 Indicates low
risk).
Potentially unstable slopes.
Unstable slopes.
200 400
I
MONUMENT RIDGE RANCH SUBDIVISION
BATTLEMENT MESA
GARFIELD COUNTY, COLORADO
GEOLOGIC HAZARDS MAP
CONSULTING ENGIN EERS
CTL/THOMPSON, INC. ~
234 CENTER DRIVE 0 GLENWOOD SPRINGS, COLORADO O (970) 945-2809 y
DRAWN BY : CLO DATE: 12/13/01 GS-3515
CHECKED BY: XXX REVISED: 00/00/00 F;g. 1
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ORCE R. & SHARON CAR ONEF!
O. BOX 6056 BATTLEM~ESA, GQ 81.6."=36 -
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MONUMENT RIDGE RANCH SUBDIVISION
BATTLEMENT MESA
GARFIELD COUNTY, COLORADO
LOCATIONS OF EXPLORATORY BORINGS
CTL/THO MPSON, INC,
CONSU LTI NG ENG I NE ERS
2J4 CENTER DRIVE 8 GLENWOOD SPRINGS, COlORADO • (970) 945-2809
DRAWN BY: CLD DATE: 1 2/11/01 GS-3515
CHECKED BY : XXX REVISED: 00/00/00 Fig 2
GARFIELD COUNTY, ·COLORADO
PRO~ECT LAYOUT
SCALE: 1" = 300'
OWNERS:
MONUMENT RIDGE LLC
1586 COUNTY ROAD 300
PARACHUTE, COLORADO 81635
PHONE: (970) 258-2042
SECTIONS 2 &11, TOWNSHIP 6 S, RANGE 9J W, 6TH P .M.
VICINITY MAP
SCALE: 1" = 2000'
SHEET INDEX
SHEET NUMBER TITLE
1. ---FPLAT MAP
2. FPLAT MAP
3. FPLAT MAP
4. GRADING, DRA!NAGE AND EROSION CONTROL PLAN
5. MONUMENT RIDGE ROAD PLAN AND PROFILE
SA. DRY CREEK ROAD PLAN AND PROFILE
58. MONUMENT GULCH LANE PLAN AND PROFILE
6. MASTER UTILllY PLAN
7. CENTRAL WELL SYSTEM DETAILS
8. IRRIGATION PL.4.N
ENGINEER:
HIGH COUNTRY ENGINEERING. INC .
CONSULTING ENGINEERS AND SURVEYORS
1517 BLAKE AVENUE, SUITE 101
GLENWOOD SPRINGS, COLORADO 81601
(970) 945-8676
LEGEND
-----
-5601 -
-5600-
EXISTING PROPE RTY LINE
EXISTING EASEMENT
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS
->-· · · -EXIS TING DITCH FLOWLINE
EXISTING CULVERT
EXISTING ROW
-----------------EX ISTING ROAD EDGE
ROAD CENTERL IN E
EXI STING ROAD
PROPOSED GRAVEL ROAD
CONTOU R INTERVAL = 5'
~ ...... Gs ~ e==u~~-H-~rH v:
GRAPH IC SCALE
200 0 '00 200 "00 800 r-w-~-1 1--1---~ll
( lN FEET )
l inch = 200 ft.
GENERAL NOTES
1 TH E LOCATIONS OF KNOYIN UNDERGROUND UTILITIES HAVE BEEN PLO TTED BASED ON
. UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PRO'llDED BY
UTILITY COMP ANIES, ANO ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE
UTILITIE S AS SHOWN MAY NOT REPRESEN T ACTUAL FIELD CONDITIONS. l T IS THE
RESPONSIBILITY OF i\iE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD
LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION ANO TO VERIFY LOCATION ANO
DEP TH BEF ORE WORK BEGINS. TH E CONTRACTOR IS RESPONSIB LE FO R TH E PROTE CTION
OF ALL UTILI TIES DURING CONSTRUCTION.
2. IT IS THE CON TRA CTOR'S RESPONSIBILITY 10 CODRDISNTRA TECTAINOON SCHEDULE A.LL
EARTHWORK, ROAD CONSTRUCTION AND UTILITY CON U ·
3 ALL EXCAVATION FOR RETAINING WALLS, UTILITY TRENCHES, ROADWAY AND
. DRAINAGE FACILITIES SHALL ME ET OSHA REOUIRE~ENTS.
4, ALL CON STRUCTION TO BE IN CONFORMANCE WlTH THE LOCAL GOVERNING ENTITY 'S
RU LES AND REGULATIONS.
COMPACTION OF ROADWAY MUST BE ATTAINED ANO COMPACTION TEST RESULTS
S. SUBMlnED TO THE ENGINEER PRIOR TO ACCE PTANCE . 95% STANDARD PROCTOR
IS REQUIRED FOR ALL ROAD CONSTRUCTION AND lRENCH
BACKFILL UNDER THE ROADWAYS, UNLESS OTHERWlSE NOTED.
6 ALL UTILITIES BOlH UNDERGROUND OR OVERHEAD, SHAL L BE MAlNTA INED IN
. CONTINUOUS 1SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. EXCEPT AS
NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL SE RESPONSIBLE ANO
LIAB LE FOR ANY DAMAG ES TO , OR INTERRUPTION OF, SERVICES CAUSED BY TI1E
CONSTRUCTION .
7 THE CONTRAC TOR SHALL CONTAIN HIS CONSTRUCl'lON OPERATIONS TO THE AREA
. 'Ml'HIN THE MONUMENT RIDCE SUBDl'vlSlON . TH E CONTRACTOR SHALL
NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PR OPE RT Y
OWNER IN VOLVED ANY DAMAGE 10 PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE
THESE LIMITS 'M-iHOUT THE PE RMISSION OF THE PRIVATE PROPERTY OWNER 'MLL BE
THE RESPONS IBILITY OF THE CONl'RACTOR.
B. ENSURE DRAINAGE AWAY FROM ALL STRUCTURES IN ALL DIRECTIONS.
9 . IT IS THE RES PONSI BILITY OF THE CONTRA.CTOR TO ALLOW MOVEMENT TO ALL EXI STIN G
ACCESSES DU RING CONSTRUCTION .
10 IT IS TH E RESPONSIBILITY OF THE CONTRACTOR TO AVOID POTENTI AL POLLUTION FROM
. CONSTRUCT ION EQUIPMEN T ANO THE STORAGE OF ON-SITE MATERIALS.
11, SOILS TH AT ARE TR ACKED OFF THE SITE ARE TO SE CLEANED UP ON A REGULAR
SCHE DU LE.
12 ALL MATERIALS ANO WORKMANSHIP SHALL SE SUBJECT TO INSP ECTION BY THE
' OWNER A.ND ITS REPRESENTATIVES . THE OWNER RESERVES TH E RIGHT TO ACCEPT
OR RE£CT ANY MATERIALS AND WORKMANSH IP THAT 00 NOT CONFORM TO THE
APPROVED DRA WINGS AND SPEOFICATIONS.
D D
0 FLOW 0 --0 0
D 0
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15' .. 1
B ALES l
EMBEDDED
4 "' TO 6"
SEDIMENTA]ON CONJROL
HAY CHECK DAM
N.T.S.
REVEGE ALL SIDES _ _::.::::====-=:::::::----80TTOM OF
>AD DI TCHES
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:HECK DAMS
--
NATURAL CHECK DAM DETAIL
N.T.S.
CHE'CK OAM
(TYP.) .
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12' TYP. ___./'-
ACCESS FROM EXISTING COUNTY ROAD PROFILE
N.T.S.
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MONUMENT RIDGE L.L.C.
PARACHUTE, CO HIGH COUNTRY ENGINEERING, INC. . ,'ORAwr-1 B Y:
DRD NO. DATE REVISION BY CAU.. UTILITY NOTIFICATION
CENTER OF COLORADO en
Cl) q g 6 -.
MONUMENT RIDGE SUBDMSION
PROPOSED CUL-DE-SAC
PLAN AND PROFILE
14 INVERNESS DRIVE EAST, STE F·l20, ENGLEWOOD, CO 80112
· PHONE (303) 9250544 FAX 1303) 9250547
1517 BLAKE A VENUE, STE I 01, GLENWOOD SPRINGS, CO 81601
PHONE (970) 94&8676 FAX 1970) 9~55
WWW.HCENG.COM
CMECKEDBV:
RON
DATE:
2-21-05
:FILE:
PP-01
.3/1/05 R E ~S IONS PER GARCO STAFF COMMENTS. ORD 1-800-922-1 987
OR 534· 06700 IN METRO DENVER
1---+-----+-----------------+---I CALL 2-BUSINESS DAYS JN ADVANCE
BEFORE YOU DIG.._ GRADE, OR
EXCAVATE FOR THc. MARKING OF
UNDERGROUND MEMBER UTILITIES
~
~
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5460
5460
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v
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-----
,---~---tLEGEND ,__~~~
---·-6499-
--6500-
EXISTING 1' CONTOUR
EXISTING 5' CONTOUR
PROPOSED GRAVEL ROAD
EX ISTING GRAVEL ROAD
/ /
/
JO" CMP CULVERT~ PROPOSED CULVERT
2'
SH LD
~r;,o
"\
\ -
40 LF OF 30"' CMP
CULVERT WlTH F.E .S.
INV IN=5441.34
INV OUT=5439.63
8' ---+-----8' ------i 2'
SHLD
3% SLOPE 3% SLOPE . . . . ' . ·. , ...
'' CLASS 6 AGGREGATE BASE
OURSE COMPACTED TO 95%
S',<INDARD PROCTOR
8" Pl ~UN MATERIAL
COMPp;;TED TO 95%
STAN9 1RD PROCTOR
ST A81Ll2i:D SUBGRADE PER
GEOfECHNICAL ENGINEER
. ..
PROPOSED CENTERLINE
PROPOSED LOT AND R.0. W. LINE
PROPOSED DRAJNAGE DIRECTION
II
---" ~+-c .... 'l Q.
I
B'-12'
2% SLOPE 2% SLOPE
\__
4" GRAVEL BASE (M IN.)
STABILIZED SUBGRADE PER
GEOTECHNICAL ENGINEER
DRY CRE EK ROAD SECTION !XIVEWAY SECTION
N.T.S .
'
~ i : I! + -
el
er. i
N.T.S.
NOTE: J OR MOl<E DRIVEWAYS SERVED .
PVI STA • 1+75
PVI ELIEV = 5457.27
11 .0. • -3.00
K • 20.00
60.00' vc
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A.O. • 7.22
K • 9,70
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INV OUT=5 39 .63
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NO ' NOT TO EXCEED TWO DRIVEWAYS SERVED .
LOW p, INT ELEV 5443.10 PVI ITA -4+56
LOW p, INT STA -3+57.41 PVI EL v -5446.98
p STA = 3+62 A.O = -4.35
PVI ELEV • 5442.04 K = 16 .08
A.O. • 9.53 '
" -g,
. ·-· ..
90.00' vc '
... :;;: "' -• + ... ... ~ ... ... ... on ~ Vi ~ ,;.] §;? ~ "' "'
A
~. '""
EXISTING ROAD ELEV. -~ ASBU IL T DESIGN FIT E L v.
...... . -
"' HI ::i:::i:
"'"'
--: 8 000 .... .... "' ' ... ::i: ... "' ... ... ...... on;:!; "' "'
4+00
DRY CREEK ROAD
STATIONING IS FROM LEFT TO RIGHT
'
O> ;;; "i
+ ~ ...
~ w .., §;? ..,
~ASBUILT DESI N FIT ELEV.
-
I
"l ill "' "' . .,
"" .... . ...... ;:i: ... ... ...
"';:!; "' ;:!;
I
5+00
u ....
Q. ll-
f an%
"' Cl) ·"' ., . ..,.,
... ::i:
of) of)
6+00
_/
--
/
/
CURVE RADIUS
C1 50.00'
C2 200.00'
CJ 200.00'
C4 200.lll.
C5 200.00'
CG 200.00'
C7 200.00'
;;; 0/)
ai + ;!: ....
"' II II
< >
V) :::; ..,
:;: 5 Q. Q.
-
, ERTICAL SC) LE= 1· = 10'
I iORIZONTAL : ,CALE: 1" = 30
.... "' "'., 00 ..... .-o:i ., . O>ai ... "' ::i:::i: ... ...;i: ...
"'"' "' "' of)
7+0D
"' 0 ... -... -
CURVE TABLIE
LENGTH TANGENT CHORD
55.23' 30.81' 52.47'
21.63' 10.83' 21.62'
17.28' B.64' 17.27'
31.64' 15.85' 31.61'
11 .89 ' 5.95' 11.89'
3.19' 1.60' 3.19'
8.74' 4.37' B.74'
I
5o r--~ l'.J 11..!:J ~a:O§ >OCl
6~ 00 ~ ~~~§
-o Ola: :l::Q?~ffi
"-_, '7 ~ Ul(!) Ill
§oN ~ -w :!
120 zO Nii!: c~j!:~
I
5"" Ol ffi:oa:c ~6~ ~~5 §"' 08 1!; WO
5tz. rrt ' !§~!(ffi ti~~ :l:lli5ffi Ul a: ~llll:i~ 0
{ IN FEET )
1 inch m 30 fl
GRAPHIC SCALE ,.
I "' I
60
I
Iii 0 a::
0
VJ ,_
z w ::; ::;
0 v
u. z LL
@
<(
I-
VJ
~ 0
0
"" n: <(
(!)
"" w
D D
D FLOW D
D D a.
(/) z 0 -0
0
Vi
5 1 ...
15' .. 1
w
""
IJ.J "' 0 ~ '-.::::. D ...,
ci z ~
O.U 1
EMBEDDED
4" TO 6"
SEDIMENTATION CONTROL
Ill N D ;: z Q ~ ·O:: Ill Ci -;: Q ~ n: ()! a.. .. 'N ~ ~ ~ ~ 0 0
HAY CHECK DAM
N.T.S.
BEAR ING DELTA
N 25'04'04" E 6.3'17'·1 , ..
s 53'36'52" w 6'11'47"
s 48'02'30" w 4'56'56"
s 41'02'06" w 9'03'52"
N 38'12'23" E 3'24'26"
N 4A'22'02" E 0'54'52"
s 39•34•21· w 2'30'13"
PROJECT N O.
2000060.0t
SA
\
I
·.,
\
T 15' UTILI
DRAINAGE EA EMEN l
\
\
~
\
\
2'
\
\
20' UTILITY AND
DRAINAGE EASEM:J
\
\
\
\ 25' EXISTING EOR l----<-
_J \
R15'
30' R.O .W.
2' GRAVEL SHOUL~
\ R15'
\
AVEL SHO ULDER ""
~
~
~
~----
MONUMENT GULCH LANE PLAN VIEW
2 ' 1------8' ---+----B' -------l 2'
SHLO
33 SLOP E ~% SLOPE
. =! .. • ' .. . ....
4" CLASS 6 AGGR EG AT E BASE
CO URSE COMPACTED TO 95%
STANDARD PROCTOR
8 11 PITRUN MA TER I AL
COMPACTED TO 95%
STANDA RD PROCTOR
STABI LIZED SUBGRADE PER
CEOTECHN ICA L ENGINEER
SHLO
·•· .. 4% SLOPE
MONUMENT GULC.-1 LANE ROAD SECTION
N.T.S.
... ....
'
<
I
t
1
-~--
"' "! ...
"' II
> ci
5
Q,
A
.... ~ "! •. -"' -"' "'
~ ~ "'
-4~~% -
PVI STA • 1+82.17
PVI ELEV • 54 71 .50
A.O. • -2.95
K • 22.03
65.00' vc
A =---
....
"' .,;
'f -
~
ID
V1ERTICAL SCA
"' -<'i
!:. ..
~ .,
-" -·-
~E: 1" = 10'
•
I
5485
5 466.67
t ORIZONTAL f CALE : 1' = 30'
., ..,. "' ,N . "' ..; "'"' <D "'"' .... :, 1, "'
3+00
... ... o"" 0 ...
~ . "' -0 "' . • N
~ "'0 ~ ..,. .... .... ... "':, "' ...
"' "'
2+00
MONUMENT GUL CH LANE PROFILE VIEW
STATIONING IS FROM RIGHT TO LEFT
-'° "' ....
"'
DA1'UM ELEV
IS446.00
1+00
I
__J 1
3 • "' -
f---------B'-12'
2% SLOPE 2% SLOPE
\_
4 " GRAVEL BASE (M IN.)
STABILIZED SUBGRADE PER
GEOTECHNICAL ENGINEER
DRIVEWAY SECTION
N.T.S.
NOTE : NOT TO EXCEED TWO DRI VEWAYS SERVED ..
,.
.~~--a LEGEND,__~~
-----.EXISTING I' CONTOUR
---6500---EXISTING 5' CONTOUR
0 ,.
PROPOSED GRAVEL ROAD
EXISTING GRAVEL ROAD
PROPOSED EASEMENT LINE
PROPOSED CENTERLINE
PROPOSED LOT AND R.O.W. LINE
PROPOSED EDGE OF ROAD
PROPOSED EDGE OF SHOULDER
GRAPHIC SCALE
,. •• 120
~---I I I I I
( IN FEET )
1 Inch = 30 ft.
D D
D FLOW D
D D
D D
1 .. 15'
·~' 1 EMBEDDED
4• TO 6"
SEDIMENTATION CONIBOL
HAY CHECK DAM
N.T .S.
Ci z
5 ;; < Ill
~
0
0
_j
;; ~
Ill Ci
I
_j 0
WU
(j •
DW -l-a:: :i
I-I:
zU ~~
:i ~ z
0
~
Ill (Y) 9 ~ -()J 0.. N
~ ~
PROJECT NO.
2000060.0t
SB