HomeMy WebLinkAbout1.21 Preliminary Plan DrawingsLake Springs Ranch
Subdivision Preliminary Plan/PUD Amendment December 2025
Exhibit 21 | Proposed Prelimianry Plan Drawings
VICINITY MAP
LAND USE SUMMARY
ADDRESS ZONE
SITE DATA SUMMARY
KEY MAP
OF
LEGAL DESCRIPTIONS
3
4 5
6
PROPOSED TRACT EAST OF WEST RIGHT-OF-WAY GARCO 114
A PARCEL OF LAND SITUATED IN GOVERNMENT LOTS 12,13,14,22,23, THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 33, THE SOUTHWEST QUARTER OF
SECTION 34, TOWNSHIP 6 SOUTH, AND LOTS 1,2,3,9, THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 7 SOUTH, ALL IN RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN
WITH ALL LOTTING REFERENCING THAT GOVERNMENT LAND OFFICE (GLO) SUPPLEMENTAL SURVEY PLAT DATED 29 APRIL, 1893, COUNTY OF GARFIELD, STATE OF COLORADO, TO
WIT;
BEGINNING AT THE SOUTHEAST CORNER OF THE SAID SECTION 33, THE SAID CORNER MONUMENTED BY A FOUND 2INCH IRON PIPE WITH BLM BRASS CAP, FROM WHENCE THE
SOUTH QUARTER CORNER THEREOF, MONUMENTED BY A FOUND 3/4 INCH IRON PIN WITH 2.75 INCH ALLOY CAP MARKED PELS 5933 BEARS N 89°49'18” W, 2682.72 FEET DISTANT,
WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND, AND BEING COINCIDENT WITH THE NORTHWESTERLY BOUNDARY LINE OF THAT PARCEL DESCRIBED UNDER RECEPTION
NUMBER 878747, S 16°39'52" W, A DISTANCE OF 217.38 FEET, THE SAID CORNER MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP, PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND, CONTINUING ALONG THE SAID NORTHWESTERLY BOUNDARY LINE (RECEPTION NUMBER 878747), S 27°00'32" W, A
DISTANCE OF 277.20 FEET, THE SAID CORNER MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP, PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND, CONTINUING ALONG THE SAID NORTHWESTERLY BOUNDARY LINE (RECEPTION NUMBER 878747), S 48°11'02" W, A
DISTANCE OF 452.97 FEET, THE SAID CORNER MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP, PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND, CONTINUING ALONG THE SAID NORTHWESTERLY BOUNDARY LINE (RECEPTION NUMBER 878747), N 89°49'27" W, A
DISTANCE OF 293.53 FEET TO A POINT OF CURVATURE, THE SAID CORNER MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP, PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND, CONTINUING ALONG THE SAID NORTHWESTERLY BOUNDARY LINE (RECEPTION NUMBER 878747), 188.62 FEET ALONG
THE ARC OF A CIRCULAR CURVE, TURNING TO THE RIGHT WHOSE RADIUS IS 200.01 FEET, (CHORD BEARS N 62°48'04" W, 181.71 FEET) TO A POINT OF TANGENCY, THE SAID
CORNER MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP, PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND, CONTINUING ALONG THE SAID NORTHWESTERLY BOUNDARY LINE (RECEPTION NUMBER 878747), N 35°45'36" W, A
DISTANCE OF 8.96 FEET, THE SAID CORNER MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP, PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND, CONTINUING ALONG THE SAID NORTHWESTERLY BOUNDARY LINE (RECEPTION NUMBER 878747), 101.08 FEET ALONG
THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE, TURNING TO THE RIGHT WHOSE RADIUS IS 330.00 FEET, (CHORD BEARS S 57°47'34" W, 100.68 FEET), TO A POINT ON AN
EXISTING WIRE FENCE, THE SAID CORNER MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP, PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND ALONG THE COURSE OF THE SAID WIRE FENCE, ALONG A PART OF THE EASTERLY BOUNDARY LINE OF THAT PARCEL OF
LAND DESCRIBED UNDER RECEPTION NUMBER 828748, AND BEING COINCIDENT WITH THE NORTHWESTERLY BOUNDARY LINE OF THAT PARCEL DESCRIBED UNDER RECEPTION
NUMBER 878747, S 10°47'27" E, A DISTANCE OF 647.87 FEET TO THE SOUTHERLY TERMINUS OF THE SAID WIRE FENCE, THE SAID CORNER MONUMENTED BY A FOUND 5/8 INCH
IRON PIN WITH YELLOW PLASTIC CAP, PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND ALONG THE COURSE OF THE SAID WIRE FENCE, ALONG THE SOUTHERLY BOUNDARY LINE OF THAT PARCEL OF LAND
DESCRIBED UNDER RECEPTION NUMBER 828748, AND THAT PARCEL OF LAND DESCRIBED UNDER RECEPTION NUMBER 778209, AND BEING COINCIDENT WITH THE
NORTHWESTERLY BOUNDARY LINE OF THAT PARCEL DESCRIBED UNDER RECEPTION NUMBER 878747, N 89°15'46" W, A DISTANCE OF 1728.18 FEET TO THE WESTERLY TERMINUS
THEREOF, A POINT ON THE EASTERLY BOUNDARY LINE OF LOT 10 IN THE SAID SECTION 4, THE SAID CORNER MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH YELLOW
PLASTIC CAP, PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND, ALONG THE EASTERLY BOUNDARY LINE OF THE SAID LOT 10, N 02°51'47” E, A DISTANCE OF 0.99 FEET TO THE
SOUTHWEST CORNER OF LOT 9, IN THE SAID SECTION 4, THE SAID CORNER MONUMENTED BY A FOUND 2.5IN, IRON PIPE WITH 2.75IN. BRASS CAP MARKED COUNTY SURVEYOR
GARFIELD COUNTY, 1977;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND, ALONG THE WESTERLY BOUNDARY LINE OF THE SAID LOT 9, N 00°11'54" W, A DISTANCE OF 1061.98 FEET TO A POINT
OF INTERSECTION WITH THE NORTHWESTERLY RIGHT-OF-WAY LINE OF A PROPOSED 80-FOOT-WIDE GARFIELD COUNTY ROAD NO. 114, FROM WHENCE THE SOUTH QUARTER
CORNER OF THE SAID SECTION 33, BEARS N 00°11'54” W, 279.11 FEET DISTANT, THE SAID QUARTER CORNER MONUMENTED BY A FOUND 2IN. BRASS CAPPED PIPE MARKED PELS
5933, THE SAID POINT OF INTERSECTION MONUMENTED BY A SET 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP, PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND, ALONG THE NORTHWESTERLY RIGHT-OF-WAY LINE OF THE SAID 80 FOOT WIDE COUNTY ROAD NO. 114, THE FOLLOWING
EIGHTEEN (18) COURSES, EACH COURSE MONUMENTED BY A SET 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP, PLS 23875:
1. 308.25 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE, TURNING TO THE LEFT WHOSE RADIUS IS 570.00 FEET, (CHORD BEARS N 10°42'40" E, 304.51 FEET) TO
A POINT OF TANGENCY;
2. N 04°46'53" W, A DISTANCE OF 109.17 FEET TO A POINT OF CURVATURE;
3. 385.64 FEET ALONG THE ARC OF A CIRCULAR CURVE, TURNING TO THE RIGHT WHOSE RADIUS IS 650.00 FEET, (CHORD BEARS N 12°12'55" E, 380.01 FEET) TO A POINT OF
TANGENCY;
4. N 29°12'44" E, A DISTANCE OF 305.97 FEET TO A POINT OF CURVATURE;
5. 14.36 FEET ALONG THE ARC OF A CIRCULAR CURVE, TURNING TO THE RIGHT WHOSE RADIUS IS 1040.00 FEET, (CHORD BEARS N 29°36'28" E, 14.36 FEET) TO A POINT OF
TANGENCY;
6. N 30°00'13" E, A DISTANCE OF 305.97 FEET TO A POINT OF CURVATURE;
7. 328.00 FEET ALONG THE ARC OF A CIRCULAR CURVE, TURNING TO THE RIGHT WHOSE RADIUS IS 690.00 FEET, (CHORD BEARS N 43°37'17" E, 324.92 FEET) TO A POINT OF
TANGENCY;
8. N 57°14'22" E, A DISTANCE OF 165.99 FEET TO A POINT OF CURVATURE;
9. 267.77 FEET ALONG THE ARC OF A CIRCULAR CURVE, TURNING TO THE LEFT, WHOSE RADIUS IS 660.00 FEET; (LONG CHORD BEARS N 45°37'00" E, 265.94 FEET) TO A POINT OF
TANGENCY;
10. N 33°59'38" E, A DISTANCE OF 136.05 FEET TO A POINT OF CURVATURE;
11. 215.78 FEET ALONG THE ARC OF A CIRCULAR CURVE, TURNING TO THE RIGHT, WHOSE RADIUS IS 690.00 FEET; (LONG CHORD BEARS N 42°57'09" E, 214.90 FEET) TO A POINT
OF TANGENCY;
12. N 51°54'41" E, A DISTANCE OF 50.15 FEET TO A POINT OF CURVATURE;
13. 91.60 FEET ALONG THE ARC OF A CIRCULAR CURVE, TURNING TO THE LEFT, WHOSE RADIUS IS 860.00 FEET; (LONG CHORD BEARS N 48°51'36" E, 91.56 FEET) TO A POINT OF
TANGENCY;
14. N 45°48'31" E, A DISTANCE OF 161.63 FEET TO A POINT OF CURVATURE;
15. 31.19 FEET ALONG THE ARC OF A CIRCULAR CURVE, TURNING TO THE LEFT, WHOSE RADIUS IS 960.00 FEET; (LONG CHORD BEARS N 44°52'40" E, 31.19 FEET) TO A POINT OF
TANGENCY;
16. N 43°56'50" E, A DISTANCE OF 184.24 FEET TO A POINT OF CURVATURE;
17. 220.33 FEET ALONG THE ARC OF A CIRCULAR CURVE, TURNING TO THE LEFT, WHOSE RADIUS IS 3960.00 FEET; (LONG CHORD BEARS N 42°21'12" E, 220.30 FEET) TO A POINT
OF TANGENCY;
18. N 40°45'34" E, A DISTANCE OF 257.90 FEET TO A POINT ON THE NORTHERLY BOUNDARY LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SAID
SECTION 33, AND COINCIDENTAL WITH THE SOUTHERLY BOUNDARY LINE OF THAT PARCEL OF LAND DESCRIBED UNDER RECEPTION NUMBER 686804, FROM WHENCE THE
NORTHWEST CORNER THEREOF, MONUMENTED BY A FOUND 2 INCH IRON PIPE WITH 2.75 INCH BRASS CAP MARKED PELS 5933, BEARS N 88°26'25” W, 608.20 FEET DISTANT;
THENCE, DEPARTING FROM THE AFORESAID PROPOSED NORTHWESTERLY RIGHT-OF-WAY LINE OF A PROPOSED 80-FOOT-WIDE GARFIELD COUNTY ROAD NO. 114, AND ALONG THE
NORTHERLY BOUNDARY LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SAID SECTION 33, S 88°26'25" E, A DISTANCE OF 647.97 FEET TO THE EAST
QUARTER CORNER OF THE SAID SECTION 33, SAID CORNER MONUMENTED BY A FOUND ¾ INCH IRON PIN WITH 2.5IN. ALLOY CAP MARKED PELS 5933;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND ALONG THE NORTHERLY BOUNDARY LINE OF THAT PARCEL OF LAND DESCRIBED IN THAT INSTRUMENT RECORDED UNDER
RECEPTION NUMBER 828748, AND COINCIDENTAL WITH THE SOUTHERLY BOUNDARY LINE OF THAT PARCEL OF LAND DESCRIBED UNDER RECEPTION NUMBER 686804, N 89°58'17"
E, A DISTANCE OF 198.91 FEET TO THE NORTHWEST CORNER OF THAT PARCEL OF LAND DESCRIBED UNDER RECEPTION NUMBER 828749 IN THE PUBLIC RECORDS OF GARFIELD
COUNTY, THE SAID CORNER MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP, LS 19598;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND ALONG THE WESTERLY BOUNDARY LINE OF THAT PARCEL OF LAND DESCRIBED IN THAT INSTRUMENT RECORDED UNDER
RECEPTION NUMBER 828749, S 03°53'03" E, A DISTANCE OF 1233.37 FEET TO A POINT ON THE NORTHERLY BOUNDARY LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF THE SAID SECTION 34, THE SAID CORNER MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP, LS 19598;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND ALONG THE NORTHERLY BOUNDARY LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SAID
SECTION 34, AND BEING COINCIDENT WITH THE WESTERLY BOUNDARY LINE OF THAT PARCEL DESCRIBED UNDER RECEPTION NUMBER 878749, N 89°02'28" E, A DISTANCE OF
807.23 FEET, THE SAID CORNER MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP, LS 19598;
THENCE, DEPARTING FROM THE AFORESAID COURSE, BEING COINCIDENT WITH THE WESTERLY BOUNDARY LINE OF THAT PARCEL DESCRIBED UNDER RECEPTION NUMBER 878749,
S 02°50'18" E, A DISTANCE OF 1220.31 FEET TO A POINT ON THE SOUTHERLY BOUNDARY LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SAID SECTION
34, THE SAID CORNER MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP, LS 19598;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND ALONG THE SOUTHERLY BOUNDARY LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SAID
SECTION 34, AND BEING COINCIDENT WITH THE NORTHERLY BOUNDARY LINE OF THAT PARCEL DESCRIBED UNDER RECEPTION NUMBER 878747, S 88°09'45" W, A DISTANCE OF
984.17 FEET TO THE SOUTHEAST CORNER OF THE SAID SECTION 33, TO THE POINT OF BEGINNING.
IS COMPRISED OF 8,874,416 SQUARE FEET, (203.739 ACRES), MORE OR LESS.
A PARCEL OF LAND SITUATED IN GOVERNMENT LOTS 12,13,14,22,23, THE NORTHEAST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 33, THE SOUTHWEST QUARTER OF
SECTION 34, TOWNSHIP 6 SOUTH, AND LOTS 1,2,3,9, THE NORTHEAST QUARTER OF
SECTION 4, TOWNSHIP 7 SOUTH, ALL IN RANGE 88 WEST OF THE SIXTH PRINCIPAL
MERIDIAN WITH ALL LOTTING REFERENCING THAT GOVERNMENT LAND OFFICE (GLO)
SUPPLEMENTAL SURVEY PLAT DATED 29 APRIL, 1893, COUNTY OF GARFIELD, STATE OF
COLORADO.
NOTES
1. THIS PRELIMINARY PLAN WAS IS BASED ON A HIGH COUNTY ENGINEERING IMPROVEMENT SURVEY PLAT
DATED JULY 18. 2022.
2. DATE OF SURVEY JULY 2022
3. THE ASSUMED BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S 89°49'18" E ALONG THE SOUTHERLY
BOUNDARY LINE OF THE SOUTHEAST QUARTER OF THE SAID SECTION 33, BETWEEN "A" THE SOUTH QUARTER
CORNER OF SECTION 33 A FOUND 5/8 in. IRON PIN WITH 2 3/4 in. ALUMINUM CAP PELS 5933, AND "B" THE
SOUTHEAST CORNER OF SECTION 33, A FOUND 2in. IRON PIPE WITH BLM BRASS CAP (1985).
4. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET.
5. THE EXISTING COUNTY ROAD 114 AS RECORDED AND SHOWN ON THE FINAL PLAT OF LAKE SPRINGS RANCH
P.U.D. FILING 1 RECORDED AS RECEPTION NO. 664629 HAS BEEN RELOCATED AND ITS WIDTH INCREASED
FROM A 60 FOOT RIGHT-OF-WAY TO AN 80 FOOT RIGHT-OF-WAY AS SHOWN ON THIS PLAT.
6. THE 100-YEAR FLOOD PLAIN DOES NOT IMPACT THIS SUBDIVISION.
7. AFFORDABLE HOUSING LOCATED WITHIN BLOCK 4.
THIRD AMENDMENT TO THE PRELIMINARY PLAN OF
LAKE SPRINGS RANCH P.U.D.
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COLORADO 811
CALL BEFORE
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Utility Notification
Center of Colorado
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BLOCK NO.• LOT NO.
BLOCK 1 -LOT 1
BLOCK 1 -LOT 2
BLOCK 1 -LOT 3
BLOCK 1 -LOT 4
BLOCK 1 -LOT 5
BLOCK 1 -LOT 6
BLOCK 1 -LOT 7
BLOCK 1 -LOT 8
BLOCK 1 -LOT 9
BLOCK 1 -LOT 10
BLOCK 1 -LOT 11
BLOCK 1 -LOT 12
BLOCK 1 -LOT 13
BLOCK 1 -LOT 14
BLOCK 1 -LOT 15
BLOCK 1 -LOT 16
BLOCK 1 -LOT 17
BLOCK 1 -LOT 18
BLOCK 1 -LOT 19
BLOCK 1 -LOT 20
BLOCK 1 -LOT 21
BLOCK 1 -LOT 22
BLOCK 1 -LOT 23
BLOCK 1 -LOT 24
BLOCK 1 -LOT 25
BLOCK 1 -LOT 26
BLOCK 1 -LOT 27
BLOCK 2 -LOT 1
BLOCK 2 -LOT 2
BLOCK 2 -LOT 3
BLOCK 2 -LOT 4
BLOCK 2 -LOT 5
BLOCK 2 -LOT 6
BLOCK 2 -LOT 7
BLOCK 2 -LOT 8
BLOCK 2 -LOT 9
BLOCK 2 -LOT 10
BLOCK 2 -LOT 11
BLOCK 2 -LOT 12
BLOCK 2 -LOT 13
BLOCK 2 -LOT 14
BLOCK 2 -LOT 15
BLOCK 2 -LOT 16
BLOCK 2 -LOT 17
BLOCK 2 -LOT 18
BLOCK 2 -LOT 19
BLOCK 2 -LOT 20
BLOCK 3 -LOT 1
BLOCK 3 -LOT 2
BLOCK 3 -LOT 3
BLOCK 3 -LOT 4
BLOCK 3 -LOT 5
BLOCK 3 -LOT 6
BLOCK 3 -LOT 7
BLOCK 3 -LOT 8
BLOCK 3 -LOT 9
BLOCK 3 -LOT 10
BLOCK 3 -LOT 11
BLOCK 3 -LOT 12
BLOCK 3 -LOT 13
BLOCK 3 -LOT 14
BLOCK 3 -LOT 15
BLOCK 3 -LOT 16
BLOCK 3 -LOT 17
BLOCK 3 -LOT 18
BLOCK 3 -LOT 19
BLOCK 3 -LOT 20
BLOCK 3 -LOT 21
BLOCK 3 -LOT 22
BLOCK 3 -LOT 23
BLOCK 3 -LOT 24
BLOCK 3 -LOT 25
BLOCK 3 -LOT 26
BLOCK 3 -LOT 27
BLOCK 3 -LOT 26
BLOCK 3 -LOT 29
BLOCK 3 -LOT 30
BLOCK 3 -LOT 31
BLOCK 3 -LOT 32
BLOCK 3 -LOT 33
BLOCK 3 -LOT 34
BLOCK 3 -LOT 35
BLOCK 3 -LOT 36
BLOCK 3 -LOT 37
BLOCK ,t. -LOT 1
BLOCK 4 -LOT 2
BLOCK 4 -LOT 3
BLOCK 4 -LOT 4
BLOCK ,t. -LOT 5
BLOCK 4 -LOT 6
BLOCK 4 -LOT 7
BLOCK ,t. -LOT 8
BLOCK ,t. -LOT 9
BLOCK 4 -LOT 10
TOTAL LOT AREA
TOTAL LOT AREA
OPEN SPACE A
OPEN SPACE B
OPEN SPACE C
OPEN SPACED
OPEN SPACE E
OPEN SPACE F
OPEN SPACE G
OPEN SPACE H
OPEN SPACE I
RIGHT-OF-WAY
TOTAL
AREA(AC+/·)
1.30
1.01
1.02
0.95
1.04
0.68
0.78
0.90
1.13
1.16
1.02
1.16
0.74
0.89
0.90
1.51
1.94
1.01
1.04
1.10
0.92
1.15
1.62
1.16
1.05
1.00
0.87
0.94
0.86
1.09
1.06
0.98
1.11
1.08
1.10
1.06
1.39
1.58
1.52
1.18
1.19
1.62
1.29
1.34
1 .11
1.34
1.46
1.12
1.20
0.99
0.99
1.15
1.15
0.90
0.93
0.92
1.02
1.51
1.22
1.24
1.10
0.95
1.42
0.90
0.82
0.84
1.09
0.92
0.90
0.91
0.88
1.07
1.19
1.06
1.26
1.39
1.09
1.16
1.19
1.17
1.12
1.23
1.35
1.69
0.22
0.10
0.20
0.18
0.14
0.16
0.15
0.17
0.10
0.14
95.91± ACRES
7
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SCALE: ,. = 1000'
R/5,F,
R/5.F.
R/5.F.
R/5.F ..
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5,F,
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/S.F.
R/5.F.
R/5,F,
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R/5.F.
R;M.F.
R;M.F.
R;M.F.
R;M.F.
R;M.F.
R;M.F.
R;M.F.
R;M.F.
R;M.F.
R;M.F.
95.91± ACRES
1.83± ACRES
1.33± ACRES
15.71± ACRES
3.29± ACRES
30.27± ACRES
16.88± ACRES
7.22± ACRES
1.40± ACRES
6.61± ACRES
23.29± ACRES
203.74± ACRES
XXX LAKESIDE LANE
XXX LAKESIDE LANE
XXX LAKESIDE LANE
XXX LAKESIDE LANE
XXX LAKESIDE LANE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX HANGING VALLEY ROAD
XXX HANGING VALLEY ROAD
XXX HANGING VALLEY ROAD
XXX HANGING VALLEY ROAD
XXX HANGING VALLEY ROAD
XXX HANGING VALLEY ROAD
XXX HANGING VALLEY ROAD
XXX HANGING VALLEY ROAD
XXX HANGING VALLEY ROAD
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX HIGH ALPINE WAY
XXX HIGH ALPINE WAY
XXX HIGH ALPINE WAY
XXX HIGH ALPINE WAY
XXX HIGH ALPINE WAY
XXX HIGH ALPINE WAY
XXX HIGH ALPINE DRIVE
XXX HIGH ALPINE DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX VAN CLEVE LANE
XXX VAN CLEVE LANE
XXX VAN CLEVE LANE
XXX VAN CLEVE LANE
XXX VAN CLEVE LANE
XXX VAN CLEVE LANE
XXX VAN CLEVE LANE
XXX VAN CLEVE LANE
XXX VAN CLEVE LANE
XXX VAN CLEVE LANE
XXX VAN CLEVE LANE
XXX VAN CLEVE LANE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX LAKE SPRINGS DRIVE
XXX HIGH ALPINE DRIVE
XXX HIGH ALPINE DRIVE
XXX HIGH ALPINE DRIVE
XXX HIGH ALPINE DRIVE
XXX HIGH ALPINE DRIVE
XXX HIGH ALPINE DRIVE
XXX HIGH ALPINE DRIVE
XXX HIGH ALPINE DRIVE
XXX HIGH ALPINE DRIVE
XXX HIGH ALPINE DRIVE
XXX HIGH ALPINE DRIVE
XXX OVERLOOK LANE
XXX OVERLOOK LANE
XXX OVERLOOK LANE
XXX OVERLOOK LANE
XXX OVERLOOK LANE
XXX OVERLOOK LANE
XXX OVERLOOK LANE
XXX OVERLOOK LANE
XXX OVERLOOK LANE
XXX OVERLOOK LANE
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CMC 4
SPRING VAlLEY
SCALE: 1" = 2000'
SHEET INDEX
SHEET TITLE
PRELIMINARY PLAN
PLAN-01.-PRELIMINARY PLAN COVER
PLAN-02-. PRELIMINARY PLAN OVERALL MAP
PLAN-03.-PRELIMINARY PLAN
PLAN-04-. PRELIMINARY PLAN
PLAN-OS.-PRELIMINARY PLAN
PLAN-06-. PRELIMINARY PLAN
PLAN-07.-PRELIMINARY PLAN LINE AND CURVE TABLES
EXISTING ZONING = P.U.D. -PROPOSED ZONING = P.U.D.
TOTAL NUMBER OF LOTS PROPOSED = SINGLE FAMILY-84, MULTI FAMILY-10
TOTAL NUMBER OF DWELLING UNITS PROPOSED = SINGLE FAMILY-84,
MULTI FAMILY-10, TOTAL-94
TOTAL NUMBER OF PROPOSED OFF-STREET PARKING SPACES = 192
2 OFF-STREET PARKING SPACES PER UNIT FOR THE PUD/R/SF ZONE DISTRICT
SINGLE FAMILY RESIDENCE (84 UNITS) = 168
2 OFF-STREET PARKING SPACES PER PER UNIT FOR RjM.F. ZONE DISTRICT
FOR 1 BEDROOM TOWNHOUSE (2 UNITS) = 4
2.5 OFF-STREET PARKING SPACES PER UNIT FOR THE R/M.F. ZONE DISTRICT
2 OR 3 BEDROOM TOWNHOUSE (8 UNITS) = 20
TOTAL PROPOSED DENSITY: 94 UNITS / 203.74±
ACRES = 0.461 UNITS PER ACRE
NOTICE: ACCORCIING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHN lHREE 'iEARS
AFTER YOU FIRST DISCOVE~ SUCH DEFECT. IN NO EVENT MAY ANY ACllON
BASED UPON ANY DEFECT IN THIS SUR'v'EY BE COMWENCED MORE THAN
1EN '\'EARS FROM lHE DA.lE OF CERTIFICATION SHOWN t£REON.
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PROJECT NO.
2221018
SHEET