HomeMy WebLinkAbout0.9.01 Sketch Plan Application1V. THE RESERVE AT ELK MEADOWS SKETCH PLAN APPLICATION
SKETCH PLAN APPLICATION FORM
COMPLIANCE WITH SECTION 3.00 OF THE GARFIELD COUNTY SUBDIVISION
REGULATIONS
3.10 NOT APPLICABLE
3.20 NOT APPLICABLE
3.30 SKETCH PLAN REQUIREMENTS
THE RESERVE AT ELK MEADOWS SKETCH PLAN
3:40 SUPPLEMENTAL INFORMATION
A. Water Supply Refer to Section 4.08.05 (7) (e) (i) of the PUD Application
B. Sewage Disposal - Refer to Section 4.08.05 (7) (e) (ii) of the PUD
Application
C. Soivaluations - Refer to Section 4.08.05 (7) (e) (iv) of the PUD
Application
D. Natural Environment - Refer to Section 4.08.05 (7) (g) of the PUD
Application
E. Radiation Hazard - Refer to Section 4.08.05 (7) (e) (iv) of the PUD
Application
F. Access - Refer to Section 4.08.05 (7) (f) of the PUD Application
G. Public Utilities - Refer to Section 4.08.05 (2) of the PUD Application
Building & Planning Department
108 8t' Street, Suite 201
Glenwood Springs, Colorado 81601
Telephone: 970.945.8212 Facsimile: 970.945.3470
www.garfield-county.com
•
Subdivision Application Form
GENERAL INFORMATION
(To be completed by the applicant.)
> Subdivision Name: Reserve at EIk Meadows PUD
> Type of Subdivision (check one of the following types):
Sketch Plan XXX_ Preliminary Plan Final Plat
> Name of Property Owner (Applicant): Reserve at EIk Meadows, LLC
> Address: 920 South Waukegan Road Telephone: 847-234-6655
> City: Lake Forest State: IL Zip Code: 60045 FAX: 847-234-6635
➢ Name of Owner's Representative, if any (Attorney. Planner, etc): Lawrence R. Green
> Address: P.O. Drawer 790 Telephone: (970) 945-6546
➢ City: Glenwood Springs State: CO Zip Code: 81601 FAX: (970) 945-9769
➢ Name of Engineer:
> Address: Sopris Engineering, Inc. Telephone: (970) 704-0311
➢ City: Carbondale State: CO Zip Code: 81623 FAX: (970) 704-1313
➢ Name of Surveyor:
> Address: Same as Engineer Telephone:
➢ City: State: Zip Code: FAX:
> Name of Planner: Ronald Liston
➢ Address: 918 Cooper Ave. Telephone: 970-945-2246
> City: Glenwood Springs State: CO Zip Code: 81601 FAX: 970-945-4066
> Property Current Land Use Designation: Location of Property: Section 31
Township 7 South Range 87 West
➢ Practical Location / Address of Property: 2829 County Road 117, Glenwood Springs;
approximately 1.5 miles south on Four Mile Road
➢ Current Size of Property to be Subdivided (in acres): 505.8 acres
➢ Number of Tracts / Lots Created within the Proposed Subdivision: 189
o Property's Current Zone District: Agriculture / Residential / Rural Density
o Comprehensive Plan Map Designation: Residential Medium Density and Residential
Low Density proposed for amendment to Residential High Density and Residential
Medium Density
Proposed Utility Service:
➢ Proposed Water Source: Central Community Water System
➢ Proposed Method of Sewage Disposal: City of Glenwood Springs or on site central
treatment plant
➢ Proposed Public Access VIA: County Road 117 ( Four Mile Road)
➢ Easements: Utility: Yes
Ditch: Yes
Total Development Area (fill in the appropriate boxes below):
➢ Total Development Area (fill in the appropriate boxes below):
(1) Residential
❑nits 1 Lots
Size (Acres)
Parkinq Provided
(2) Commercial
Single-Farnily
189
94.1
4-6 per lot
Duplex
5.0
Multi -Family
(4) Public / Quasi -Public
32.6
Mobile Home
(5) Open Space 1 Common Area
Total
Total
➢ Base Fee: Sketch Plan - $325.00; Prelim Plan - $675.00; Final Plat - $200 paid on
Floor Area (sq. ft.)
Size (Acres)
Parking Provided
(2) Commercial
(3) Industrial
5.0
(4) Public / Quasi -Public
32.6
(5) Open Space 1 Common Area
374.1
Total
505.8
➢ Base Fee: Sketch Plan - $325.00; Prelim Plan - $675.00; Final Plat - $200 paid on
and the County Surveyor has signed the Final Plat in Mylar form, it will be scheduled at the
next BOCC meeting to be placed on the consent agenda with a request to authorize the
Chairman of the BOCC to sign the plat.
Once the Final Plat is signed, it is then recorded by the County Clerk in the Clerk and
Recorder's Office for a fee of $11 for the first sheet and $10 for each additional sheet
thereafter. This fee shall be paid by the applicant. This act of recording the signed Final Plat
represents the completion of the Garfield County Subdivision Process.
Please refer to the specific language in the Final Plat portion (Section 5:00) of the
Subdivision Regulations for specific timelines and additional responsibilities required of the
applicant to complete the Final Plat process.
Please Note: This information presented above is to be used as a general guide
for an applicant considering a subdivision in Garfield County. It is highly
recommended that an applicant either purchase the Garfield County Zoning
Resolution and Subdivision Regulations or access them on-line at:
http://www.garfield-countv.com/buildinq and Mann i ngli ndex. htm
in order to ascertain all the necessary requirements for each of the three steps
including Sketch Plan Review, Preliminary Plan Review, and Final Plat Review.
have read the statements above and have provided the required attached information which is
correct and accurate to the best of my knowledge.
RES:; AT ELK MEADOWS, LLC
By:
.r f
Swanson Date
2,-et&P
Last Revised: 11/21/2002
30' 0"
B0' 0' R.O.W.
11' 0'
SLOPE 0 2X
STRIP ALL TDPSOL, SCARIFY AND
RECOMPACT
SUBGRADE A MINIMUM OF 8" DEPTH TO 95X
STANDARD PROCTOR,
11,-0"
30'-0'
• _ ASPHALT
SLOPE 0 2%
►• OF CLASS 6 AGGREGATE BASE COURSE
UNDER CONCRETE & PAVEMENT;
COMPACTED TO 958 STANDARD PROCTOR.
TYPICAL ROAD SECTION
N.T.S.
B' 0-
30' 0"
80'-0"11.0.w.
4' 0"-
1'-B"
6' THICK CONCRETE SHOULDER
BOTH SIDES OF ROAD.
12' 0'
SLOPE 0 2X
STRIP ALL TOPSOIL, SCARIFY AND
RECOMPACT
SUBGRADE A MINIMUM OF 8" DEPTH TO 95%
STANDARD PROCTOR.
12' 0"
30' 0'
• _ ASPHALT
SLOPE 0 2%
•• _ OF CLASS 8 AGGREGATE BASE COURSE
UNDER CONCRETE & PAVEMENT;
COMPACTED TO 95% STANDARD PROCTOR.
4 MILE ROAD SECTION
N.T.S.
99' P" EASEMENT
3' 0'
SLOPE 0 2%
9' 0'
3' 0•_�
3' 0"
SLOPE 0 2X
3' 0"
1'-0"
STRIP ALL TOPSOIL. SCARIFY AND
RECOMPACT
SUBGRADE A MINIMUM OF B" DEPTH TO 95X
STANDARD PROCTOR,
•• OF CLASS B AGGREGATE BASE COURSE
COMPACTED TO 95% STANDARD PROCTOR.
TYPICAL DIRT TRAIL SECTION
N.T.S.
99' 9" EASEMENT
3.-0'
(or 4
SL.CPE 0 2% SLOPE 0 2%
+-- 3' 0'
1'—O'
STRIP ALL TOPSOIL, SCARIFY AND
RECOMPACT
SUBGRADE A MINIMUM OF 8' DEPTH TO 95%
STANDARD PROCTOR.
• _ ASPHALT
•• _ OF CLASS 6 AGGREGATE BASE COURSE
UNDER CONCRETE & PAVEMENT;
COMPACTED TO 958 STANDARD PROCTOR.
TYPICAL ASPHALT TRAIL SECTION
N,T,S.
BOTH SIDES OF ROAD.
20' 0'
40' 0" R.O.W.
2'-0"
SLOP PE 0 2X
10'
0'
20' 0"
/J{r • _ ASPHALT
SLOPE 0 2%
— y 0' —4-
1'-0" 1'-0"
STRIP ALL TOPSOIL SCARIFY AND
RECOMPACT
SUBGRADE A MINIMUM OF 8' DEPTH TO 95X
STANDARD PROCTOR,
•• OF CLASS B AGGREGATE BASE COURSE
UNDER CONCRETE & PAVEMENT
COMPACTED 10 95X STANDARD PROCTOR.
TYPICAL PAVED EMERGENCY ACCESS SECTION
N.T.S.
20' 0"
40' 0' R.0.18
CLASS 8 SHOULDER
BOTH SIDES OF ROAD.
SLOPE 0 2X
STRIP ALL TOPSOIL, SCARIFY AND
RECOMPACT
SUBGRADE A MINIMUM OF 8' DEPTH TO 95X
STANDARD PROCTOR.
14'l -o'
20' 0'
SLOPE 9 2X
•'• OF CLASS 0 AGGREGATE BASE COURSE
COMPACTED 10 95X STANDARD PROCTOR.
TYPICAL GRAVEL EMERGENCY ACCESS SECTION
N,T.5.
1'_0'
40' 0'
80' 0' R.O.W.
3' 0'
1,-0'
1B'-0"
(SEE NOTE 1)
• _ ASPHALT
SLOPE 0 2%
6" THICK CONCRETE SHOULDER
BOTH SIDES OF ROAD,
r 1'-0"
20
(SEE 1
LANDSCAPE
0'
ITE 1)
ISLAND
f'--0" —
40' 0"
18' 0'
• _ ASPHALT
SLOPE 0 2X
l J,e1,11--ef�4,•0. tijrf\ , �f`r�1�\l'V'Stir��1���\��t • ,e'•.
tf
•• _ OF CLASS B AGGREGATE BASE COURSE
UNDER CONCRETE & PAVEMENT;
COMPACTED TO 95X STANDARD PROCTOR,
STRIP ALL TOPSOIL, SCARIFY AND
RECOMPACT
SUBGRADE A MINIMUM OF 8' DEPTH TO 95%
STANDARD PROCTOR.
gamTYPICAL ENTRY ROAD SECTION
N.T.S.
1) ENTRY ROADS AT FOUR MILE ROAD INTERSECTION WILL
HAVE LEFT TURN LANES THAT RESULT IN A 24' LEFT SIDE
TRAVEL LANE AND AND A REDUCED LANDSCAPE ISLAND OF
12:
— 4' 0"
8" THICK CONCRETE SHOULDER
BOTH SIDES DF ROAD.
SOPRIS EBDGIx1Rao, r1G
12E5'ISION 1 BY
GARFIEILD COUNTY
RESERVE AT ELK MEADOWS
SKETCH PIAN ROAD DEIADS
•6S YAM STOf1T, Brn8 A.1
SW,/
CAtA CP
DES. ,IPP
CK YTN
DR GIB
DATE uAAAi
FILE N0.
18019.01
SHOAT
OP
GRAPHIC SCALE
m
PROJECT ACREAGE
LOTS =
RIGHT OF WAY =
OPEN SPACE _
UTILITY DISTRICT
94.1
32.6
3715
3.6
(IX!E
L.4a0b
8
LAND USE SUMMARY
EXISTING ZONING -
AR,R.D,
PROPOSED ZONING =
P.U.D.
TOTAL PEVELPD NT AREA (A454FS1 -
5018
PROPOSED 1 OF LOTS -
189
PROPOSED ,I OF MUM uN((S -
189
NON RESIDENTIAL FLOOR PAPE (8,F.1) -
4036
INDIVIDUAL MING UNITS PER STRUCTURE -
1
JOTAL OFF STREET PARKING SPACES (PER LOT) -
4-6
PROPOSED DENSITY (ACRES/DWELLING UNIT) =
2.66
w
0
•
1 _
LEGEND
' ff4e L� .ma y
PATDG ¢[ANA EL(ENT
CHRIS PATES
P.O. BOX 4589
EAGLE, dOLORADO 81631
(970) 328-1378
ATTORNEY
BALCOl B & GREEN, P.C.
LARRY GREEN
SARA DUNK
P.O. BOX 790
GLEN'WOOD SPRINGS, CO 81802
(970)-945-6646
PLANNER
LAND DESIGN PARTNERSHIP
RON LISTON
918 COOPER AVE.
CLENWOOD SPRINGS, COL0RAD0 81801
(970) 945-2246
OWTb ENGINEBR & dURYEYOR
SOPRIS ENGINEERING
YANCY NICHOL
MARK BECKLER
502 MAIN ST., STE A-9
CARBONDALE, COLORADO 81823
(970) 704-0311
CBDT.ROV ICAL ENGINEER
Hp CEOTEOf
STEVE PAWLAK
6020 COUNTY RD 164
CLENW00D ,SPRINGS, Co 81801
(970) 946-7988
TRAFFIC ENGINEER
FEL,BURa HOLT & ULLEVIG
JEFFREY REAM
8300 S. SYRACUSE WAY, STE. 600
CENTENNIAL, CO 80111
(303) 721-1440
MATCHLINE (SEE SHEET 3 OF 3)
YOrali 4/a. FBLINHATI0N
WESTERN ECOLDGIGIL RESOURCE, INC.
DONSSON
711 WALNVID UT Amur
BOULDER, CO 80302
(303) 449-9009
WILDLIPE BIOLOGIST
WESTERN ECOSYSTEMS, INC,
RUIK THOMPSON
905 'NEM COACH ROAD
BOULDER, CO 80302
(303) 442-8144
000LOdldAL CONHUIRANT
APPLIED ECOLOGICAL SERVWCE8, INC.
JILL ENZ
17921 SMITH ROAD
13,0, BOX 268
BRODHEAD, WI 53520
(808) 897-8841
'LLDI"IRR MITidAT10N PLAN
ANCHOR POINT GROUP
CHRIS WHITE
3775 IRIS AYENU8. STB. 2A
BOULDER, CO 80301
(303) 686-3473
grATER RIGHTS
ZANCANELLA AND ASSOCIATES
TOM ZANCANELLA
P.O. BOX 1908
CLENW00D SPRLNGS, d0 81802
(970)-946-6700
E16S7IN0 10' CONTOUR
Ewsn16 D170H/9TREAM
EMSRN6 BULGING
040040 0060RoAD/DruyEWAy09
E4SIW0 BOLHDARY L04E
6691710 •00 hr. IL00lp6ATN
Dis0NO WETLANDS
PROPOSED RIGHT 07 WAY
PROPOSED PROPERTY UNE
PROPDSFD EASEMENT
P000.50. 1.611LA110 0t76376
PRDP0 03 46006A6 0 ROAD
PROPOSED PAYED ORAL
611060500 RAM nom_
PROPOSED OPEN SPADE EAR10iT
PROPOSED 700.84EAK EASEMENT
.03E hi067
LOCAL DESCRIPTION
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DARBORDALi co 61662
(4TDI 701-6111 DR CiH DATE
8/60/59
DATE
Asa R*Pp d0I()IWHTsi 8-403-06
RD3131011
17761
3Y
d4RPIELD doUNTY
RESERVE AT ELK MEADOWS
SKNTPCH PLAN
1033. 5514 Olc YTN AILD N4 PIM 1
011/66
2601901 OF 9
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RE di
QWN14RB REPREBEIVTA1YV$
PATES MANAGEMENT
CHRIS PATES
P.O. BOX 4689
EAGLE, COLORADO 81831
(970) 328-1378
ATTORNEIY
BALCOMB & IJREEN, P.C.
LARRY CREEK
SARA DUNN
P.O, BOX 790
GLENW00D SPRINGS, CO 81602
(970)-945-8548
MATCHLINE (SEE SHEET 3 OF 3)
RUNNER
LAND DESIGN PARTNERSHIP
RON LI$TON
918 COOPER AVE.
CLENW00D SPRINGS, COLORADO 81801
(970) 946-2248
CIVIL ENGINEER & BURVBYQ{1
$OPR1$ ENGINEERING
YANCY NICHOL
MARK BECKLER
602 MAIN ST., $TE A-3
CARBONDALE, COLORADO 81823
(970) 704-0311
Q2CTBCHNICAL ENGINES$
RP dEOTDCH
STEVE PA/MAK
5020 COUNTY RD 154
GLENW00D SPRINGS, GO 81601
(970) 945-7988
TRAFFIC MINER
PEiSfAURO HOLT & ULLEVIG
JEFFREY REAM
8300 $, &YRACUS'E WAY, RTE. 800
CENTENNIAL, CO 50111
(303) 721-1440
MAN() DELINEATION
WESTERN ECOLOGICAL RE50URCE, INC.
DAVID JOHN;#ON
711 WALNUT SUDSY
BOULDER. CO 80302
(303) 449-9009
WfLDLUF2 BIOLOGIST
WESTERN ECOSYSTEMS, WC,
RICK TH0MP80N
906 WRIT COACH ROAD
BOULDER, CO 80302
(303) 442-8144
$COL0i11({AL d0N5UIRAN'P
APPLIED I'ICO[AGICAL SERVICER, INC.
JILL ENZ
17921 SMITH ROAD
P,0, BOX 258
BRODHEAD, W1 63520
(808) 897-8841
WILDFIRE MITLCATION PIAN
ANCHOR POINT GROUP
CHRIS WHITE
3775 IRIS AVENUE, $TE, 2A
BOULDER, do 80301
(303) 666-3473
WATER RIGHTS
ZANCANELLA AND ASSOCIATES
T0M ZANCANELLA
P.O. BOX 1908
CLENW00D SPRINGS, CO 81802
(970)-945-6700
LEGEND
tugsX1
VIfNITY MAP JE FON MAP
LAND USE SUMMARY
E19STING ZONING =
A.R.R.D.
PROPOSED MAC -
P,U.D,
TGTAL OEVEI.POUENT AREA (AmF5) =
505,8
PROPOSED if OF LOTS -
189
PROPOSED f OF 0%ELUNC UNITS -
I89
NON RESIDENTIAL FLOOR SPACE (SF.) =
4036
INDIVIDUAL DWELLING UNITS PER STRUCTURE =
1
TOTAL OFF STREET PARKING SPACES (PER LOT1 =
4-6
PROPOSED DENSITY (ACRE ,129 LLNC UNIT) =
2.68
PROJECT ACREAdE
LATS -
04.!
Roc or WAY -
32.5
OPEN SPACE •
375,8
URLITY DISTRICT -
3.6
GRAPHIC SCALE
uA ,ct
(R PFT)
L L E . 200 u,
E759TN0 10 CONRIVR
- - - - • - - - 9067160 DITCH/97REAM
ERISSNO BASING
EIIISR60 RDAD/ORIVE6'AY
g04FM 90VNOMY UNE
9001NO 100 y, FL)00PLAIN
E1001140 'AETLANDS
PROPOSED RIGHT OF WAY
P#OPOAD PRO.ZATY UNE
- PROPOSED EASEMENT
PROPOSED BUILDING SETBACK
PROPOSED ASPHALT ROAD
PROPOSED PAYED FRAIL
NRC OS.3 00430
PROPOSE0 OPE? SPACE EASEVEN1'
PROPOSED NELBREAR EA501E111'
S OPRf9 ENVINBBRINO. ,w.
OIVIL CONSULTANi5
502 VAN STREiF, SUITE A5
CAR6LF10ALE. CO MOM
{970Y 00.--0911
I e/12/0e, P6p BtPD d011M5WT. 6-23--00
Nor DATE REVISION
013
BY
dARFIELD dornvY
RESERVE AT ELK MEADOWS
SKEfrCH PLAN
DBS. YTN
0A:
Mkt
DR die
DATE s/1Ae
PILO NO.
26019,01
5H021' 2
OF 3
1
PRESERVE EXISTING
FRAME BARN
RELOCATE AND PRESERVE
EXISTING LOG BARN
----- - - 220114.1r CONTOUR
- EIOSON0131[R1/MEAN
a000Nc EpAIDING
f E9S11Nc ROADARPMAr
OWING BEIONDANY'UKe
+- EGSONC 100 r. iLO0DI4AYl
ERSONG WETLANDS
—'-- - PROPOSED RIGHT OF WAY ,`\
PROPOSED PROPERTY UNE \
-- PROPOSED EASEMENT
"'-- - PROPOSED BUILDING SETBACK
PROPOSED ASPHALT ROAD
PROPOSED PAYED 1RA1L
P OP0 4 MAL LIAR
PROPOSED OPEN SPACE EASEMENT
PROP0SFD RJELOREAS E.-W.0r
I 7
111....I.. 1
9
L9REAI(
ENT
100 YR.
FLOODPLAIN
THE PRESERVE AT
P REAM RANCH
ROARING▪ \FORK RIVERS
rr• /
r
rr •\ I
r▪ r i• A
r •A'
r
. r r. n[ErcnreD ;FA sv ecE
,r
■Irk •�, +`•,ti ~ry
--rr
.I -� • Y1gII '[1'-"P dt ICEik' HAPPI ---•rr.-r.
north
cIRAPHIC SCALE
•5
( TBSP )
1 Inch - 200 0.
PROJECT ACREAGE
LATS •
94.1
RIGHT OF WAY .
32.8
OPEN SPADE •
378.E
URU1Y DISTINCT -
A6
rrr•Il
//
`
LAND ULM SUMMARY
EXISTING ZONING -
A.R.R.D.
PROPOSED ZONING =
P.U.D.
TOTAL, DEYT:IPLY,IENT AREA (ACRES). •
505.8
189
PROPOSED ✓ 1 OF LOTS •
PROPOSED # OF DWELLING UNITS -
189
NON RESIDENTIAL FLOOR SPAC (S.F) =
4036
INDIVIDUAL DWELLING UNITS PER STRUCTURE =
1
TOTAL OFF STREET PARKING SPACES (PER LOT) =
4-6
PROPOSED DENSITY (ACRES/DWELLING UNIT) _ _
2.68
PIR R •3
SOPRf9 ENCFPFEINO O. LIC.
V?L COA6_0
,.0.4MP9j
702 MAN s:RLEL SLATE A.1
CMBCN0A1L, 00 01023
0707 704-0.1I1