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
"·
Sp r ing
~:r :·V-h -,
,
-----'--,o,,-,---,-.----~---34-----j
f-------r--,---i -..
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.
0
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PROJECT NO.
2221018
SHEET
FOUND NO. 5/8" IRON
PIN REBAR AND
2.5" YELLOW PLASTIC CAP
L.S. NO. 23875
A FOUND 2.5IN, IRON PIPE
WITH 2.75IN. BRASS CAP
MARKED COUNTY SURVEYOR
GARFIELD COUNTY, 1977
FOUND NO. 5/8" IRON
PIN REBAR AND
2.5" YELLOW PLASTIC CAP
L.S. NO. 23875
A FOUND 2.5IN, IRON PIPE
WITH 2.75IN. BRASS CAP
MARKED COUNTY SURVEYOR
GARFIELD COUNTY, 1977
FOUND NO. 5/8" IRON
PIN REBAR AND
2.5" YELLOW PLASTIC CAP
L.S. NO. 23875
A FOUND 2.5IN, IRON PIPE
WITH 2.75IN. BRASS CAP
MARKED COUNTY SURVEYOR
GARFIELD COUNTY, 1977
N 02°51'47” E, 0.99'
R=330.00'
L=101.08'
CB=N57° 47' 34"E
CD=100.68'
R=200.01'
L=188.62'
CB=S62° 48' 04"E
CD=181.71'
N 35°45'36" W
8.96'
FOUND NO. 5/8" IRON
PIN REBAR AND
2.5" YELLOW PLASTIC CAP
L.S. NO. 23875
FOUND NO. 5/8" IRON
PIN REBAR AND
2.5" YELLOW PLASTIC CAP
L.S. NO. 23875
C3
C4
C5
C6
C7
C8
C9
C10
C11
C2
C1
P.U.D. BOUNDARY CURVE DATA P.U.D. BOUNDARY LINE DATA
C2
DETAIL B
C3
L
3
C4
L4
C5
L5
L6
C7
L7
C8
L9
L11
L8
C9
C10
L10
C11
C1
DETAIL A
C6
SPRING VALLEY HOLDINGS, LLC
PARCEL NO. 2187-201-00-168
LAND USE: AGRICULTURAL
ZONING: PLANNED UNIT DEVELOPMENT
2600 S OAKHURST COURT #14
GLENWOOD SPRINGS CO 81601
GLENWOOD SPRINGS CO 81601
COLORADO MOUNTAIN JUNIOR COLLEGE
PARCEL NO. 2187-343-00-083
Land Use: EXEMPT-POLITICAL SD-LAND
802 GRAND AVENUE
GLENWOOD SPRINGS CO 81601
BERKELEY FAMILY LLLP
PARCEL 2187-334-00-107
ZONED: PLANNED UNIT DEVELOPMENT
MAILING ADDRESS: 1302 WAUGH DRIVE #684
HOUSTON, TX 77019
PLUS LAZY K LLC
PARCEL NO. 2187-333-00-154
LAND USE: AGRICULTURAL
ZONING: PLANNED UNIT DEVELOPMENT
3961 COUNTY ROAD 114
GLENWOOD SPRINGS CO 81601
COLORADO MOUNTAIN COLLEGE JUNIOR
COLLEGE DISTRICT
PARCEL 2993-042-00-034
LAND USE: EXEMPT-POLITICAL SID LAND
MAILING ADDRESS: 802 GRAND AVENUE
GLENWOOD SPRINGS, CO 81601
SPRINGS VALLEY HOLDINGS, LLC
PARCEL 2187-201-00-168
ZONED: PLANNED UNIT DEVELOPMENT
MAILING ADDRESS: 2600 S OAKHURST COURT #14
GLENWOOD SPRINGS, CO 81601
JC& S NIESLANIK LLLP
PARCEL NO. 2393-032-00-032
LAND USE: AGRICULTURAL
ZONING: RURAL
3118 S. GRAND AVENUE
GLENWOOD SPRINGS, CO 81601
FOUND 2.0 in. IRON PIN,
WITH 2.5" BRASS CAP PLS 5933
FOUND 5/8in. IRON PIN,
WITH YELLOW PLASTIC CAP PLS
19598
C-E 1/16 SEC 33
FOUND 2.5"IRON PIPE WITH 2.75".
BRASS CPA LS #5933
MARKED COUNTY SURVEYOR
GARFIELD COUNTY, 1977
30' DISTRICT
EFFLUENT SEWER LINE
EASEMENT SPRING VALLEY
SANITATION DISTRICT
REC. NO. 794921
SOUTH 1/4 CORNER SECTION 33
FOUND 2 3/4" ALLOY CAP ON 5/8"
IRON PIN PLS 5933
OF
PS
O
D
Q
LAKE SPRINGS RANCH P.U.D.
KEY MAP
DETAIL A DETAIL B
Detail Scale 1" = 20'Detail Scale 1" = 1.0'
3
4 5
6
THIRD AMENDMENT TO THE PRELIMINARY PLAN OF
OV
E
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L
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H
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NO
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PROJECT NO.
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4
5
6
6
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1
6
1
COLORADO 811
CALL BEFORE
YOU DIG
Utility Notification
Center of Colorado
11
BE
R
K
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L
E
Y
F
A
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L
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10
/
2
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/
2
0
2
5
CURVE# LENGTH RADIUS DELTA
188.62 201.01 53"45'55"
101.08 330.00 17"32'59"
308.25 570.00 30"59'06"
385.64 650.00 33"59'37"
14.37 1040.00 0"47'29"
328.00 690.00 27"14'09"
267.77 660.00 23"14'44"
215.78 690.00 17"55'03"
91.60 860.00 5·05'1 o"
31.19 960.00 1"51'41"
220.41 3960.00 3"11'21"
NOTICE: ACCOODING TO ca.oRADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SUR\IEY WITHIN lHREE '!'EARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO MNT MAY Alff ACTION
BASED UPON ANY DEFECT IN THIS SURIEY BE COMMENCED MORE THAN
lEN YEARS FROM THE DAlE OF CERllFICATK:tl SHOYtN HEREON.
--
CHORD BEARING
181.78 N62"58'18"W
100.68 N57"47'34"E
304.51 N10"42' 40"E
380.01 N12"12'55"E
14.37 N29"36'28"E
324.92 N 43"37'17"E
265.94 N45"37'00"E
214.90 N42"57'09"E
91.56 N48"51'36"E
31.19 N44"52'40"E
220.38 N42"22'38"E
7
I
I
I
SCALE. ,. "" 1000'
LINE # DIRECTION
L1 N35"45'36"W
L2 S2"56'09"W
L3 N4"46'53"W
L4 N29"12'44"E
L5 N30"00'13"E
L6 N57"14'22"E
L7 N33"59'38"E
LB N51 "54' 41 "E
L9 N45"48'31 "E
L10 N43"56'50"E
L11 N40"45'34"E
\ \
\
LENGTIH
8.96
0.99
109.17
230.43
305.92
165.99
136.05
50.15
161.63
184.24
257.90
I
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--------___/
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--
(
- - -7000 - - -
a:::;:
--OE--OE--
GRAPHIC SCALE
200 0 100 200 800 800 I ?-'-l~lf-----1----1
( IN FEET )
1 inch = 200 ft.
0
0
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IL
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t3
R=60'
FOUND 3/4 in. IRON PIN,
WITH 2.5" BRASS CAP
PLS 5933
EXISTING DRIVEWAY
PROPOSED
TRAIL
PROPOSED
TRAIL
PROPOSED
TRAIL
FOUND 5/8in. IRON PIN,
WITH YELLOW PLASTIC CAP
PLS 19598
EXISTING DRIVEWAY
L6
C7
L7
C8
L9
L11
L8
C9
C10
L10
C11
EXISTING DRIVEWAY
C-E 1/16 SEC 33
FOUND 2.5"IRON PIPE WITH 2.75".
BRASS CPA LS #5933
MARKED COUNTY SURVEYOR
GARFIELD COUNTY, 1977
RL
1
RC
1
R
L
2
R
L
3
R
C
2
R
L
1
1
R
C
1
0
R
L
1
2
R
C
1
1
R
L
1
3
R
C
1
2
R
L
1
4
RC13
R
L
1
5
RC1
4
RL16
RC
1
5
ENTRANCE
LANDSCAPING
EASEMENT
COLORADO MOUNTAIN JUNIOR COLLEGE
PARCEL NO. 2187-343-00-083
Land Use: EXEMPT-POLITICAL SD-LAND
GLENWOOD SPRINGS CO 81601
BERKELEY FAMILY LLLP
PARCEL 2187-334-00-107
ZONED: PLANNED UNIT DEVELOPMENT
MAILING ADDRESS: 1302 WAUGH DRIVE #684
HOUSTON, TX 77019
SPRINGS VALLEY HOLDINGS, LLC
PARCEL 2187-201-00-168
ZONED: PLANNED UNIT DEVELOPMENT
MAILING ADDRESS: 2600 S OAKHURST COURT #14
GLENWOOD SPRINGS, CO 81601
SOUTHERLY LINE
REC. NO. 828748
WESTERLY LINE
REC. NO. 828749
NORTHWESTERLY
CORNER
REC. NO. 828749
60' WIDE ACCESS AND UTILITY
EASEMENT REC NO 1010995
NORTHERLY LINE
SE 1/4, SE 1/4 SEC. 33
SOUTHERLY LINE
REC. NO. 686804
PROPOSED
TRAIL
BC
7
B
C
1
B
C
2
B
C
3
B
C
5
BC
6
B
C
4
BC10
B
C
1
1
BC
1
2
BC13
BC14
B
C
1
5
PROPOSED TRAIL
PROPOSED
80' RIGHT-OF-WAY
EXISTING 60' ROAD
EASEMENT TO BE DEDICATED
AT FINAL PLAT
CR 114 FUTURE 80' RIGHT-OF-WAY
TO BE DEDICATED AT FINAL PLAT
CL5
C
L
C
5
CL6
CLC
6
CLC
7
CL7
CL8
CLC
8
CL9
PC
1
P
C
2
PC
9
P
C
1
0
P
C
1
1
P
C
1
2
P
C
1
3
P
C
1
4
P
C
1
5
PC
1
6
P
C
1
7
P
C
1
8
P
C
1
9
P
C
2
0
P
C
2
1
P
C
2
2
P
C
2
3
P
C
2
4
PC25
PC2
6
P
C
2
7
PC28PC29
PC30
PC
3
1
P
C
3
2
PC33
PC34
P
C
3
5
P
C
3
6
PC3
7
PC38
PC
3
9
PC
4
0
PC
4
1
PC4
2
PC4
3
PC
4
4
PC
4
5
PC1
1
5
PC1
1
6
E1L1
E1L2
E1L3
PL19
3 OF
PS
l
D
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BUILDING ENVELOPE
TYPICAL
LOT EASEMENTS
TYPICAL
KEY MAP
lot
LAKE SPRINGS RANCH P.U.D.3
4 5
6
THIRD AMENDMENT TO THE PRELIMINARY PLAN OF
MATCH LINE SHEET 4
MATCH LINE SHEET 5
BY
NO
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DA
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PROJECT NO.
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COLORADO 811
CALL BEFORE
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Utility Notification
Center of Colorado
11
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/
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2
5
SCALE: 1· • 1000'
=II=
0
SQ. FT.
NO.
LS
ROW
REC NO
PROPERTY BOUNDARY
BUILDING ENVELOPE
LOT BOUNDARY
LEGEND
FOUND PLSS MONUMENT AS NOTED
ANGLE POINT (MONUMENT NOT SET)
FOUND NO. 5/a· IRON PIN REBAR AND
2.5• YELLOW PLASTIC CAP L.S. NO. 23875
SQUARE FEET
NUMBER
LAND SURVEYOR
RIGHT-OF-WAY
RECEPTION NUMBER
I
I
I
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J
EASEMENT LINE ------------
ADJACENT PROPERTY --- -- ----
FUTURE LOT LINES FOR MULTIFAMILY LOTS - - - - - - - - - - - - -
CENTERLINE
EXISTING MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING 15• SEWER LINE
EXISTING OVERHEAD POWER LINE
EXISTING WIRE FENCE
-~1000---
C2WJ)
100
I
---OE ---OE---
0
c-----
5.0' UTILITY-
& DRAINAGE
EASEMENT
GRAPHIC SCALE
50 100 200
I I I
( IN FEET )
1 inch = 100 ft.
5.0' UTILITY
& DRAINAGE
EASEMENT
r--,-1
r 1
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I 71
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30.0'
BUILDING
SETBACK
5.0' UTILITY
& DRAINAGE
EASEMENT
20.0' BUILDING
SETBACK
FRONT ........... 30.00' {UNLESS NOTED)
SIDE ............... 20.00' (UNLESS NOTED)
REAR ............. VARIES (AS SHOWN)
FRONT ........... 10.0' UTILITY & DRAINAGE
REAR ............. 10.0' UTILITY & DRAINAGE
SIDE ................ 5.0' UTILITY & DRAINAGE
NOTICE: ACCORDING TO COLORADO LAW YOU MUST eot.lAENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN lHIS SURVEY WITI-IIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO E'-1£NT MAY ANY ACllON
BASED UPON ANY DEFECT IN TI-HS SUR'IIEY BE COMMENCED MORE 11-IAN
TEN 'r'EARS FROM lHE D,\TE OF CERTIFICATION SHO\\N HEREON,
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/ WITH YELLOW PLASTIC CAP
PLS 23875
46.68' I
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SOUTH 1/4 CORNER
SECTION 33 FOUND
2 3/4" ALLOY CAP
ON 5/8" IRON PIN
PLS 5933
COUNTY ROAD 119
CENTERLINE WITH
COUNTY ROAD 119
RIGHT-OF-WAY
EASEMENT
Rec. # 950669
PROPOSED
TRAIL
PROPOSED
TRAILS
PROPOSED TRAILS
PROPOSED
TRAILS
PROPOSED
TRAIL
PROPOSED
TRAIL
C3
L
3
C4
L4
C5
L5
L6
C7
L7
RC13
R
L
1
5
RC1
4
RL
3
1
RL
3
2
R
C
2
9
R
C
3
0
RL33
RC31
RL3
4
RC
3
2
RL
3
5
RC33
RL
3
6
RL3
8
RC3
4
RL37
C6
BERKELEY FAMILY LLLP
PARCEL 2187-334-00-107
ZONED: PLANNED UNIT DEVELOPMENT
MAILING ADDRESS: 1302 WAUGH DRIVE #684
HOUSTON, TX 77019
BC10
B
C
1
1
B
C
1
5
BC2
8
BC35
B
C
3
6
BC
3
7
BC
3
8
BC3
9
BC40
BC4
2
BC43
BC44
B
C
4
5
ENTRANCE TO
SOD FARM
EXISTING 60' ROAD
EASEMENT TO BE VACATED
BY FINAL PLAT
CR 114 FUTURE 80' RIGHT-OF-WAY
TO BE DEDICATED AT FINAL PLAT
EXISTING
POWER POLE
30' WIDE HOLY
CROSS ENERGY
ENERGY
RIGHT-OF-WAY
EASEMENT
Rec.# 946640
CL
C
2
C
L
1
CL
C
3
CL
2
CL
3
CL
4
CLC
4
CL5
CLC
5
CL
6
BC41
PC2
6
P
C
2
7
PC28PC29
PC30
PC
3
1
P
C
3
2
PC33
PC34
P
C
3
5
P
C
3
6
PC3
7
PC
4
0
P
C
1
0
7
PC13
7
PC109
PC1
1
0
PC
1
1
1
PC
1
1
3
PC
1
1
4
PC1
1
5
PC
1
1
8
PC
1
1
9
PC120
P
C
1
2
1
P
C
1
2
3
PC
1
2
4
PC
1
2
5
P
C
1
3
0
PC132
PC1
3
3
PC134
PC
1
3
5
PC112
4 OF
PS
l
D
Q
LAKE SPRINGS RANCH P.U.D.
BUILDING ENVELOPE
TYPICAL
LOT EASEMENTS
TYPICAL
lot
KEY MAP
3
4 5
6
THIRD AMENDMENT TO THE PRELIMINARY PLAN OF
MATCH LINE SHEET 6
MA
T
C
H
L
I
N
E
S
H
E
E
T
5
MATCH LINE SHEET 3
BY
NO
.
DA
T
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PROJECT NO.
RE
V
I
S
I
O
N
HI
G
H
C
O
U
N
T
R
Y
E
N
G
I
N
E
E
R
I
N
G
I
N
C
.
PH
O
N
E
4
5
6
6
F
A
;
4
5
5
5
5
ZZ
Z
.
K
F
H
Q
J
.
F
o
P
dr
a
w
n
b
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:
ch
e
c
k
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d
b
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:
da
t
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:
fi
l
e
:
15
1
B
L
A
K
E
A
V
E
N
U
E
S
T
E
1
1
GL
E
N
:
O
O
D
S
P
R
I
N
G
S
C
O
1
6
1
COLORADO 811
CALL BEFORE
YOU DIG
Utility Notification
Center of Colorado
11
BE
R
K
E
L
E
Y
F
A
M
I
L
Y
L
I
M
I
T
E
D
P
A
R
T
N
E
R
S
H
I
P
LA
K
E
S
P
R
I
N
G
S
R
A
N
C
H
P
.
U
.
D
.
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
JS
DR
D
10
/
2
4
/
2
0
2
5
I
I
I
I
I
I
_.-, II I
' P'v<:A7v'v5<~~~<::H $:1;\P=,='\\\t-_::::;:::.----=--;--ii
I
I
I
SCALE: 1• • 1000'
5.0' UTILIT'Y'
& DRAINAGE
EASEMENT
5.0' UTILITY
& DRAINAGE
EASEMENT
r--1-1
r 1
I BL3 I
I 71
I -l I
lu_l1
I ___ J
30.0'
BUILDING
SETBACK
5.0' UTILITY
& DRAINAGE
EASEMENT
20.0'
BUILDING
SETBACK
FRONT ........... 30.00' (UNLESS NOTED)
SIDE. .............. 20.00' (UNLESS NOTED)
REAR ............. VARIES (AS SHOWN)
FRONT ........... 10.0' UTILITY & DRAINAGE
REAR ............. 10.0' UTILITY & DRAINAGE
SIDE ................ 5.0' UTILITY & DRAINAGE
LEGEND
FOUND PLSS MONUMENT AS NOTED
0 ANGLE POINT (MONUMENT NOT SET)
t:,. FOUND NO. 5/8" IRON PIN REBAR AND
2.5" YEULOW PLASTIC CAP L.S. NO. 23875
SQ. FT.
NO.
LS
ROW
REC NO
PROPERTY BOUNDARY
BUILDING ENVELOPE
LOT BOUNDARY
EASEMENT LINE
ADJACENT PROPERTY
SQUARE FEET
NUMBER
LAND SURVEYOR
RIGHT-OF-WAY
RECEPTION NUMBER
FUTURE LOT LINES FOR MULTIFAMILY LOTS
CENTERLINE
EXISTING MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING 15" SEWER UNE
EXISTING OVERHEAD POWER LINE
EXISTING WIRE FENCE
- - -7000----
---EX-15"SS ----
--OE---OE--
GRAPHIC SCALE
100 0 50 100 200 400
I --. 1~1--1 __ ~1
( IN FEET )
1 inch = 100 ft.
NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTl<JII BASED UPON ANY DEFECT IN 11·115 SURVEY Wl'THIN TI-IREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT, It NO E\IDIT MAY ANY ACTION
BASED UPCXII ANY DEFECT IN 11·11S SURVEY BE COMtJENCED MORE TI-IAN
lEN YEARS FROM THE DAlE OF CERTIFICATION SHOWN HEREON.
\
I
°\
0
D
...______ _ ........_ J
/
-...-..... ___,.---
__.....
0
0
~ g
0 u g
=i
0 u
0
..J w
IL
O'.
t3
POINT OF BEGINNING
FOUND 2in. IRON PIPE,
WITH 2.5in. BLM BRASS CAP
CAPPED PIPE (1985)
PROPOSED
TRAIL
PROPOSED
TRAIL
PROPOSED
TRAIL
PROPOSED
TRAIL
PROPOSED
TRAILS
R
C
2
R
C
3
RL4
R
C
4
RC
5
RL
6
RC
6
RL
7
RC
7
R
L
8
R
C
8
RL
9
RC9
R
L
1
3
R
C
1
2
R
L
1
4
RC13
R
L
1
5
RC1
4
RL16
RC
1
5
RL
1
7
RC
1
6
R
L
1
8
R
L
1
9
RC
1
7
RL
2
0
RC1
8
WESTERLY LINE
REC. NO. 828749
NORTHERLY LINE
REC. NO. 828747
SOUTHERLY LINE
SW 1/4, SW 1/4 SEC. 34
BC
7
B
C
5
BC
6
BC
8
BC
9
BC
1
6
BC
1
7
BC18
BC19
BC
2
0
BC
2
1
BC
2
2
BC
2
3
BC
2
7
BC2
8
BC29
PROPOSED TRAIL
RC24
P
C
2
P
C
3
PC
4
PC
5
PC6
PC
7
PC
9
PC
8
P
C
1
0
P
C
1
7
P
C
1
8
P
C
2
4
PC25
PC2
6
P
C
2
7
P
C
3
5
P
C
3
6
PC3
7
PC38
PC
3
9
P
C
4
6
P
C
4
7
PC
4
8
PC
4
9
PC
5
0
PC5
1
P
C
5
2
PC
5
3
PC54
P
C
5
5
PC5
6
PC
1
0
8
PC57
PC
5
8
PC
5
9
PC
6
1
PC
6
2
PC
6
0
PC
6
3
PC
9
8
PC
9
9
PC
1
0
0
PC
1
0
1
PC
1
0
2
E1L1
E1L2
E2L1
E
2
C
1
E2
C
2
E
2
L
2
E2L3
E
2
C
3
E2L4
E2C
4
E
2
C
5
E2L6
E2
C
6
E
2
L
5
E3L1
E
3
L
2
E3L3
E
3
L
4
E2L5
5 OF
PS
l
D
Q
LAKE SPRINGS RANCH P.U.D.
BUILDING ENVELOPE
TYPICAL
LOT EASEMENTS
TYPICAL
lot
KEY MAP
3
4 5
6
THIRD AMENDMENT TO THE PRELIMINARY PLAN OF
BY
NO
.
DA
T
E
PROJECT NO.
RE
V
I
S
I
O
N
HI
G
H
C
O
U
N
T
R
Y
E
N
G
I
N
E
E
R
I
N
G
I
N
C
.
PH
O
N
E
4
5
6
6
F
A
;
4
5
5
5
5
ZZ
Z
.
K
F
H
Q
J
.
F
o
P
dr
a
w
n
b
y
:
ch
e
c
k
e
d
b
y
:
da
t
e
:
fi
l
e
:
5
B
L
A
K
E
A
V
E
N
U
E
S
T
E
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
C
O
6
COLORADO 811
CALL BEFORE
YOU DIG
Utility Notification
Center of Colorado
BE
R
K
E
L
E
Y
F
A
M
I
L
Y
L
I
M
I
T
E
D
P
A
R
T
N
E
R
S
H
I
P
LA
K
E
S
P
R
I
N
G
S
R
A
N
C
H
P
.
U
.
D
.
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
JS
DR
D
10
/
2
4
/
2
0
2
5
I
5.0' UTILITY
& DRAINAGE
EASEMENT
SCALE: 1• • 1000'
5.0' UTILITY-
& DRAINAGE
EASEMENT
r--1-1
r 1 5.0' UTILITY
& DRAINAGE
EASEMENT
I BL3 I
I 71
I -! I
lu_l1
I ___ J
30.0'
BUILDING
SETBACK
20.0'
BUILDING
SETBACK
FRONT ........... 30.00' (UNLESS NOTED)
SIDE. .............. 20.00' (UNLESS NOTED)
REAR ............. VARIES (AS SHOWN)
FRONT ........... 10.0' UTILITY & DRAINAGE
REAR ............. 10.0' UTILITY & DRAINAGE
SIDE ................ 5.0' UTILITY & DRAINAGE
+
0
SQ. FT.
NO.
LS
ROW
REC NO
LrnENP
FOUND PLSS MONUMENT AS NOTED
ANGLE POINT (MONUMENT NOT SET)
FOUND NO. 5/8" IRON PIN REBAR AND
2.5" YELLOW PLASTIC CAP LS. NO. 23875
SQUARE FEET
NUMBER
LAND SURVEYOR
RIGHT-OF-WAY
RECEPTION NUMBER
PROPERTY BOUNDARY
BUILDING ENVELOPE
LOT BOUNDARY
EASEMENT LINE
ADJACENT PROPERTY
FUTURE LOT LINES FOR MULTIFAMILY LOTS
CENTERLINE
EXISTING MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING 15" SEWER LINE
EXISTING OVERHEAD POWER LINE
EXISTING l\1RE FENCE
- ---7000- - -
UC
---EX-15"SS ---
--OE OE--
GRAPHIC SCALE
100 0 00 100 = -1~ 1~1--1 __ _____,I
( IN FEET )
1 inch = 100 rt.
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ~y L£GAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. It NO E\IDIT MAY Atrf ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN
lEN YEARS FROM THE DAlE OF CERllFlCATION SHOWN HEREON.
I
J
I
I
I
\
\
\
I
(
I
I
/
I
I
)
(
\_
I
\
"'-\
/
~
I
(
)
/
_/
"-----
0
0
~ g
0 u g
=i
0 u
0
..J w
IL
O'.
t3
C2
2 3/4" ALLOY CAP
ON 5/8" IRON PIN
PLS 5933
FOUND 2.5IN IRON PIN,
WITH 2.75IN
BRASS COUNTY
SURVEYOR CAP
MARKED 1977
C3
C1
30' WIDE HOLY CROSS ENERGY
ENERGY RIGHT-OF-WAY
EASEMENT Rec.# 946640
RL
2
0
RC1
8
RL21
R
C
1
9
RL23
RL
2
4
R
C
2
0
RL25
RC
2
1
RC2
2
RC2
3
RL26
RL27
RC
2
4
RL2
8
RC
2
5
R
L
2
9
R
C
2
6
RL
3
0
R
C
2
7
RL
3
1
RL37
NORTHEASTERLY LINE
REC. NO. 828748
NORTHWESTERLY LINE
REC. NO. 828747
WESTERLY LINE
OF LOT 9
BC
2
1
BC
2
2
BC
2
3
BC2
4
BC25BC
2
6
BC
2
7
BC2
8
BC29
B
C
3
0
B
C
3
1
BC
3
2
BC
3
3
BC3
4
BC3
9
BC40
30' WIDE HOLY
CROSS ENERGY
ENERGY
RIGHT-OF-WAY
EASEMENT
Rec.# 946640
CLUSTER ZONE
DISTRICT SETBACK
4 3
PC
7
6
CLC
1
CL
C
2
BC41
PC
6
1
PC
6
2
PC
6
3
PC6
4
PC69
P
C
7
0
PC
7
1
P
C
7
2
PC
7
3
PC
7
4
PL
1
P
C
7
5
PL2
PC77
PC7
8PL
3
PL4
PL5
PL6
PL
7
PL8
PC80
PL
9
PL10
PL
1
1
PC81
PL12 PL13 PL14 PL15 PL16 PC82
PC
8
3
PC8
4
PC85 PC86
PC
8
7
PL17
P
C
8
8
PL
1
8
PC89
PC79
P
C
9
0
P
C
9
1
P
C
9
2
P
C
9
3
PC
9
4
PC
9
5
PC9
6
P
C
9
7
PC
1
0
0
PC
1
0
1
PC1
0
2
PC103
P
C
1
0
4
PC1
3
3
PC134
PC
1
3
5
PC
1
3
6
6 OF
PS
l
D
Q
KEY MAP
3
4 5
6
BUILDING ENVELOPE
TYPICAL
SINGLE FAMILY LOTSINGLE FAMILY LOT
EASEMENTS
TYPICAL
LAKE SPRINGS RANCH P.U.D.
lot
MULTI
FAMILY
(UNIT 1)
MULTI
FAMILY
(UNIT 2)
TYPICAL
MULTY-FAMILY HOUSING
LOT EASEMENTS
THIRD AMENDMENT TO THE PRELIMINARY PLAN OF
MATCH LINE SHEET 5
MATCH LINE SHEET 4
BY
NO
.
DA
T
E
PROJECT NO.
RE
V
I
S
I
O
N
HI
G
H
C
O
U
N
T
R
Y
E
N
G
I
N
E
E
R
I
N
G
I
N
C
.
PH
O
N
E
(
)
4
5
-
6
6
-
F
A
;
(
)
4
5
-
2
5
5
5
ZZ
Z
.
K
F
H
Q
J
.
F
o
P
dr
a
w
n
b
y
:
ch
e
c
k
e
d
b
y
:
da
t
e
:
fi
l
e
:
15
1
B
L
A
K
E
A
V
E
N
U
E
S
T
E
1
1
GL
E
N
:
O
O
D
S
P
R
I
N
G
S
C
O
1
6
1
COLORADO 811
CALL BEFORE
YOU DIG
Utility Notification
Center of Colorado
22211
BE
R
K
E
L
E
Y
F
A
M
I
L
Y
L
I
M
I
T
E
D
P
A
R
T
N
E
R
S
H
I
P
LA
K
E
S
P
R
I
N
G
S
R
A
N
C
H
P
.
U
.
D
.
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
JS
DR
D
10
/
2
4
/
2
0
2
5
/
7
I
y
SET 5/8in. IRON PIN,
YELLOW PLASTIC CAP /
/ (TYPICAL~;
, ,,.--I
/
/
...--------
/
NOllCE: ACCORDING TO ca..ORADO LAW YOO MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WllHIN lHREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN lHIS SURVEY BE COMMENCID MORE lHAN
TEN YEARS FROM lHE DATE OF CERT1F1CA110N SHOWN HEREON.
5.0' UTILITY-
& DRAINAGE
EASEMENT
5.0' UTILITY
& DRAINAGE
EASEMENT
r--1-1
r 1
I BL3 I
I I I I
I - I
I I I I
I --=------= J
5.0' UTILITY
& DRAINAGE
EASEMENT
20.0'
BUILDING
SETBACK
30.0' BUILDING SETBACK
FRONT ........... 10.0' UTILITY & DRAINAGE FRONT ........... 30.00' (UNLESS NOTED)
REAR ............. 10.0' UTILITY & DRAINAGE SIDE. .............. 20.00' (UNLESS NOTED)
SIDE ................ 5.0' UllLITY & DRAINAGE REAR ............. VARIES (AS SHOWN)
---.............-
I
(
I
/
/
(
(
\ /
\/
10.0' UTILITY
& DRAINAGE
EASEMENT
FUTURE LOT
MULll-FAMILY LOT LINE
10.0' UTILITY-
& DRAINAGE
EASEMENT
i
i
I
I
L_
-i
7
I
1 o.o· UTILITY
& DRAINAGE
EASEMENT
.----rl +, o.o· u11L1TY
& DRAINAGE
EASEMENT
FRONT ........... 10.0' UTILITY & DRAINAGE
REAR ............. 1 a.a· UllLITY & DRAINAGE
SIDE .............. 10.0' UTILITY & DRAINAGE
NOTE: NO EASEMENTS ON ZERO SEllBACK
LOT LINES BETWEEN MUL 11-FAMILY LOTS
AT SHARED WALLS.
I
\
SQ. FT.
NO.
LS
ROW
REC NO
PROPERTY BOUNDARY
BUILDING ENYaOPE
LOT BOUNDARY
EASEMENT LJNE
ADJACENT PROPERTY
\
I
■-
-
I
I
I
I
\
SCALE: ,. • 1000"
LEGEND
FOUND PLSS MONUMENT AS NOTED
ANGLE POINT (MONUMENT NOT SET'.)
FOUND NO. 5/8" IRON PIN REBAR AND
2.5" YELLOW PLASTIC CAP LS. NO. 23875
SQUARE FEET
NUMBER
LAND SURVEYOR
RIGHT-OF-WAY
RECEPTION NUMBER
\
\
\
\
\
FUTURE LOT LINES FOR MULTIFAMILY LOTS
CENTERLJNE
-~1000 --
cw
EXISTNG MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING 15" SEWER LJNE
EXISTING OVERHEAD POWER LINE
EXISTING WIRE FENCE
----ElHO"SS ----
---OE ---OE ---
GRAPHIC SCALE
100 O 50 100 200 400
I • I -I I I I
( IN FEET )
1 Inch = 100 fL
0
0
~ g
0 u g
=i
0 u
0
..J w
IL
O'.
t3
C3
C4
C5
C6
C7
C8
C9
C10
C11
C2
C1
RL1
RL2
RL3
RL4
RL6
RL7
RL8
RL9
RL11
RL12
RL13
RL14
RL15
RL16
RL17
RL18
RL19
RL20
RL21
RL23
RL24
RL25
RL26
RL27
RL28
RL29
RL30
RL31
RL32
RL33
RL34
RL35
RL36
RL37
RL38
RC1
RC2
RC3
RC4
RC5
RC6
RC7
RC8
RC9
RC10
RC11
RC12
RC13
RC14
RC15
RC16
RC17
RC18
RC19
RC20
RC21
RC22
RC23
RC24
RC24
RC25
RC26
RC27
RC29
RC30
RC31
RC32
RC33
RC34
BC1
BC2
BC3
BC4
BC5
BC6
BC7
BC8
BC9
BC10
BC11
BC12
BC13
BC14
BC15
BC16
BC17
BC18
BC19
BC20
BC21
BC22
BC23
BC24
BC25
BC26
BC27
BC28
BC29
BC30
BC31
BC32
BC33
BC34
BC35
BC36
BC37
BC38
BC39
BC40
BC41
BC42
BC43
BC44
BC45
CL1
CL2
CL3
CL4
CL5
CL6
CL7
CL8
CL9
CLC1
CLC2
CLC3
CLC4
CLC5
CLC6
CLC7
CLC8
PL1
PL2
PL3
PL4
PL5
PL6
PL7
PL8
PL9
PL10
PL11
PL12
PL13
PL14
PL15
PL16
PL17
PL18
PC1
PC2
PC3
PC4
PC5
PC6
PC7
PC8
PC9
PC10
PC11
PC12
PC13
PC14
PC15
PC16
PC17
PC18
PC19
PC20
PC21
PC22
PC23
PC24
PC25
PC26
PC27
PC28
PC29
PC30
PC31
PC32
PC33
PC34
PC35
PC36
PC37
PC38
PC39
PC40
PC41
PC42
PC43
PC44
PC45
PC46
PC47
PC48
PC49
PC50
PC51
PC52
PC53
PC54
PC55
PC56
PC57
PC58
PC59
PC60
PC61
PC62
PC63
PC64
PC69
PC70
PC71
PC72
PC73
PC74
PC75
PC76
PC77
PC78
PC79
PC80
PC81
PC82
PC83
PC84
PC85
PC86
PC87
PC88
PC89
PC90
PC91
PC92
PC93
PC94
PC95
PC96
PC97
PC98
PC99
PC100
PC101
PC102
PC103
PC104
PC105
PC106
PC107
PC108
PC109
PC110
PC111
PC113
PC114
PC115
PC116
PC117
PC118
PC119
PC120
PC121
PC122
PC123
PC124
PC125
PC126
PC127
PC128
PC129
PC130
PC131
PC132
PC133
PC134
PC135
PC136
PC137
LAKE SPRINGS RANCH P.U.D.
LINE AND CURVE TABLES
E1L1
E1L2
E1L3
E2L1
E2L2
E2L3
E2L4
E2L5
E2L6
E3L1
E3L2
E3L3
E3L4
E2C1
E2C2
E2C3
E2C4
E2C5
E2C6
P.U.D. BOUNDARY CURVE DATA
R.O.W. CENTERLINE CR 114
LINE DATA
R.O.W. CENTERLINE CR 114
CURVE DATA
PROPERTY LINE CURVE DATA
BUILDING ENVELOPE CURVE DATA
R.O.W. CENTERLINE CURVE DATA
40.0' WIDE ACCESS, UTILITY EASEMENT 1
LINE DATA
40 FT. ACCESS, UTILITY & DRIVEWAY EASEMENT 2
LINE DATA
UTILITY EASEMENT 3
LINE DATA
40 FT. ACCESS, UTILITY & DRIVEWAY EASEMENT 2
CURVE DATA
R.O.W. CENTERLINE
LINE DATA
P.U.D. BOUNDARY LINE DATA
PROPERTY LINE CURVE DATA PROPERTY LINE CURVE DATA
PROPERTY LINE LINE DATA
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COLORADO 811
CALL BEFORE
YOU DIG
Utility Notification
Center of Colorado
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Curve Table
CURVE # LENGTH RADIUS DELTA CHORD BEARING LINE # DIRECTION LENGTH CURVE # LENGTH RADIUS DELTA CHORD BEARING
188.62 201.01 53•45•55• 181. 78 N62"58'18"W L1 N35"45'36"W 8.96 97.72 620.00 9"01' 49" 97.62 N40"29'13"W
101.08 330.00 17'32'59" 100.68 N57'47'34"E L2 S2"56'09"W 0.99 131.95 620.00 12'11'39" 131. 71 N26"04'57"W
308.25 570.00 30"59'06" 304.51 N10"42' 40"E L3 N4"46'53"W 109.17 131.48 620.00 12"09'01" 131.23 N10'10'12"W
385.64 650.00 33°59'37" 380.01 N12"12'55"E L4 N 29"12' 44 "E 230.43 Curve Table Curve Table Curve Table 16.37 320.00 2·55•53• 16.37 N10"27'24"W
14.37 1040.00 0·47'29• 14.37 N29"36'28"E LS N30"00'13"E 305.92 CURVE # LENGTH RADIUS DELTA CHORD BEARING CURVE# LENGTH RADIUS DELTA CHORD BEARING CURVE # LENGTH RADIUS DELTA CHORD BEARING
44.46 680.00 3°44'47" 44.45 S8"06'35"E
328.00 690.00 27'14'09" 324.92 N43"37'17"E L6 N57"14'22"E 165.99 156.57 434.70 20'38'13" 155.72 N4"45'55"E 49.64 550.00 5'10'18" 49.63 S13"07'02"W 338.18 570.00 33'59'37" 333.24 s12·12'ss·w 117.58 780.00 8"38'12" 117.47 S1"55'06"E
267.77 660.00 23'14' 44" 265.94 N45"37'00"E L7 N33'59'38"E 136.05 168.04 330.00 29'10•33• 166.23 N18"46'39"W 139.63 550.00 14"32'45" 139.25 S22"58'33"W 73.13 650.00 6"26'46" 73.09 S1"33'30"E
117.58 780.00 8"38'12" 117.47 S1"55'06"E
215. 78 690.00 17'55'03" 214.90 N42"57'09"E LB N51'54'41"E 50.15 179.35 270.00 38'03'36" 176.07 N14"20'08"W 131.14 550.00 13'39'41" 130.83 S37'04'46"W 223.53 270.00 47'26'01" 217.20 N70"35'36"E
46.37 200.00 13°17'03" 46.27 S26"12' 42"W
91.60 860.00 6°06'1 o· 91.56 N48"51 '36"E L9 N45"48'31"E 161.63
70.10 270.00 14"52'29" 69.90 N12"07'55"E 145.09 550.00 15"06'52" 144.67 S51 "28'03"W 128.89 60.00 123"05'07" 105.50 N48"25'09"E
11.18 120.00 5·20'25• 11.18 S16"53'58"W
31.19 960.00 1"51'41" 31.19 N44"52'40"E L10 N43'56'50"E 184.24 87.70 350.00 14'21'21" 87.47 N26"44'51 "E 60.45 327.72 10"34'08" 60.37 S59"35'13"W 127.95 60.00 122, o' 58" 105.05 S8"56'48"E
172.79 210.00 47'08'38" 167.96 S74"51'32"E
220.41 3960.00 3"11'21" 220.38 N42"22'38"E L 11 N40'45'34"E 257.90 308.87 350.00 50'33'44" 298.94 S59'12'23"W 127.12 230.00 31'40'03" 125.51 S15'39'28"E 32.36 60.00 30'54'03" 31.97 N67'35'42"E
179.77 210.00 49'02'52" 174.33 S15'45'28"E
116.49 570.00 11·42'34" 116.29 N0'20'32"E 6.03 60.00 5'45'26" 6.03 S18'54'56"W 24.96 60.00 23'49'53" 24.78 N85'02'20"W
161.55 210.00 44'04'40" 157.60 S41'44'08"W
630.00 2·00•44• S5'11 '27"W 60.00 121 "26' 38" 104.67 N44"41'06"W 102.26 330.00 17'45'20" 101 .86 S55"48'30"W
108.05 210.00 29"28'44" 106.86 N89"27'07"E
Curve Table 22.12 22.12 127.18
CURVE # LENGTH RADIUS DELTA CHORD BEARING LINE # DIRECTION LENGTH 114.59 630.00 10'25'18" 114.43 S1'01'33"E 366.14 210.00 99'53'50" 321.50 S4"32'30"W 102.21 330.00 17"44'48" 101.81 S73"33'34"W
121.56 410.00 16"59'14" 121.11 S80"43'34"E
134.95 400.00 19"19' 48" 134.31 S5'28'31"W S15'08'25"W 91.55 52.59 530.00 5'41'08" 52.57 S9'04' 46"E 171.45 210.00 46'46'42" 166.73 N67'06'44"W 232.03 650.00 20"27'1 O" 230.80 s1 7'1 o· ss ·w 132.34 410.00 18'29'41" 131. 77 S57'22'23"E
152.76 300.00 29'10'33" 151.12 S18'46'39"E S4 '11 '23"E 924.27 50.05 470.00 6'06'06" 50.03 S8'52'17"E 103.93 77.00 77'20'17" 96.22 N39'10'01 "W 120.60 650.00 10·37'50• 120.43 N32'43'24 "E
109.81 560.00 11 "14'07" 109.64 S24"55' 44"W
15.52 470.00 1 '53'31" 15.52 S4"52'28"E 115.01 38.06 173'07'00" 75.99 N7'53'03"E 58.57 255.00 13'09'37" 58.44 S76"45'26"E
129.69 200.00 37'09'09" 127.43 N11 '00'01 "E
185.71 300.00 35"28'05" 182.76 S15'37'53"E S4'11'23"E 924.27
210.24 220.00 54·45'13• 202.33 N60"22'33"W N87'45'1 O"W 368.24 93.42 470.00 11 '23'18" 93.27 S9'37'22"E 70.06 207.98 19'17'59" 69.73 S75'40'06"E
215.95 210.00 58'55'08" 206.56 S70"14'25"W
14'33'21" S22'35'41"E 15"34'52" S73"48'35"E
172.96 210.00 47'11'22" 168.11 S45"46'32"E
77.87 50.00 89, 4'1 o" 70.24 N11 '37'09"E N26'06'25"E 57.77 119.40 470.00 119.08 105.24 387.00 104.92
470.00 16"52'05" 137.87 S38'18'24"E 21.81 392.00 3"11'17" 21.81 S83"11 '39"E
102.06 200.00 29'14'22" 100.96 S3"34' 52"W
91.46 300.00 17'28'01" 91.10 S10'50'09"W s19•34'1 o"w 50.13 138.37
124.83 370.00 19'19' 48" S5'28'31"W 22.00 89'53'48" 31.08 N39'49'28"W 56.25 680.00 4·44•22· 56.23 S12'54'04"W
307.40 380.00 46'20'56" 299.08 S42'44'38"W N24"04'54"W 128.23 124.24 34.52
4'02'30" S6"12'38"E 89'59'59" sso·12· 43"W 122.87 680.00 1 0·21 '11" 122. 71 N23'49'58"E
68.50 100.00 39'14'47" 67.17 N4'27'31"W N15'09'53"E 97.31 19.05 270.00 19.04 34.56 22.00 31.11
123.16 380.00 18"34'09" 122.62 S75'12'1 o·w N46"44'26"W 322.39 118.44 270.00 25'08'03" 117.49 S20'47'54"E 53.56 353.00 8°41'35" 53.51 N77'59'39"W
110.36 680.00 9"17'56" 110.24 N37'01'53"E
70.16 410.00 9'48'17" 70.08 N41'50'18"W 55.65 357.13 8'55' 40" 55.59 N69'23'59"W
129.81 680.00 10'56'16" 129.62 S50'31'24"W
328.77 440.00 42"48'43" 321.18 N25"20'05"W N3"55'43"W 168.21
Parcel Line Table 149.62 680.00 12"36'25" 149.32 S65"40'59"W
69.76 500.00 7'59'37" 69.70 N7'55'31"W N11 '55'20"W 121.32 224.37 410.00 31 '21'16" 221.58 N21'15'31"W 53.38 245.10 12'28'46" 53.28 N74'20'28"W
LINE # DIRECTION LENGTH 165.90 180.01 52"48'22" 160.09 N63"52'20"W
49.62 500.00 5'41'08" 49.60 N9'04'46"W N6'14'12"W 96.81 11.83 410.00 1 ·39•1 o" 11.83 N4"45'18"W 19.16 270.12 4·03•53• 19.16 N83"05'19"W
N0'30'01 .92"W 29.29 107.16 360.00 17'03'20" 106.77 N24'57'23"E
282.64 250.00 64°46'36" 267.83 N76"49'20"W N44"26'02"W 147.93 48.44 530.00 5'14'14" 48.43 N6"32'50"W 45.11 72.01 35'53'41" 44.38 S69"02'04"W
N78"53'15.56"W 65.19 117.45 360.00 18'41'36" 116.93 N49'12'26"E
212.47 235.00 51 '48'1 O" 205.31 N70'20'07"W S83'45' 48"W 197.70 25.50 530.00 2·45'24• 25.50 N10"32'38"W 164.48 72.01 130'51'56" 130.99 N14'20' 44"W
S8"23'59.65"W 5.00 134.80 360.00 21 ·27'15• 134.02 N75"47'50"E
130.21 600.00 12"26'01" 129.95 N0'01'11 "W N6"11'49"E 211.54 46.64 470.00 5'41'08" 46.62 N9'04' 46"W 57.77 43.00 76'58'54" 53.52 S38"59'19"E
S84"47'17.1 O"E 178.73 128.66 420.00 17'33'07" 128.16 N29"50'36"W
122.62 600.00 11"42'34" 122.41 N0"20'32"E N5"30'45"W 253.75 49.39 205.00 13'48'15" 49.27 S89'20'04"E 57.37 130.00 25'17'09" 56.91 N13'08'39"W
N5"12' 42.90"E 5.00 129.26 420.00 17'37'59" 128.75 N6"47'31"W
252.02 900.00 16"02'38" 251.19 N2"30'34"E N5"30'45"W 241.32 135.96 205.00 37'59'54" 133.48 S63"25'59"E 87.18 170.00 29'22'58" 86.23 N14'30'56"W
S84"47'17.10"E 107.00 92.14 420.00 12"34'12" 91.96 N13"47'21"E
716.68 520.00 78"58'02" 661.29 N50"00'54"E N10'31 '53"E 181.33 111.07 280.00 22'43'42" 110.34 S55'47'53"E 117.53 60.00 112'13' 46" 99.62 N41'31'18"W
N5"12' 42.90"E 32.00 120.20 420.00 16"23' 49" 119. 79 N33"48'17"E
21.68 50.29 24"41'40" 21.51 S6. 40' 30"E N89'29'55"E 22.02 144.58 280.00 29'35'03" 142.98 S81"57'16"E 108.53 270.00 23·01 '48" 107.80 N29"50'01 "W
NB4"47'17.1 o·w 28.00 52.68 425.00 7'06'06" 52.64 N50"56'22"E
80.83 60.00 77'11' 44" 74.86 S39"05'54"E N89'29'55"E 200.00 5.84 280.00 1·11'43" 5.84 N82"39'21 "E 121.86 270.00 25"51'31" 120.82 N5"23'22"W
N5'11 '59.67"E 28.03 55.96 65.00 49'19'36" 54.25 N71 "59'58"E
167.80 55.04 174·41'1 o· 109.96 S7'52'53"W so·30•02"E 59.29 76.09 60.00 72'39'29" 71.09 S79'52'14"E 96.89 270.00 20'33'36" 96.37 N17'49'12"E
N84"47'17.1 O"W 32.00 94.45 530.00 10·12'35• 94.32 N5"59'55"W
75.64 223.24 19"24'47" 75.28 N75"38'34"W S78"53'16"E 64.84 53.03 60.00 50'38'30" 51.32 N38"28' 4 7"E 101.32 270.00 21"30'02" 100.73 N38"51'01 "E
ss·12· 42.9o"w 26.00 86.09 560.00 8"48'29" 86.01 S7'42'49"W
117.61 365.95 18"24'48" 117.10 N75"08'34"W N84"46'18"W 165.31 79.83 60.00 76'13'59" 74.07 N24"57'27"W 23.04 270.00 4·53'23" 23.04 N52"02' 43"E
N84"47'17.1 o·w 29.57 94.56 780.00 6"56' 46" 94.51 S8"38'41"W
123.16 380.00 18"34'09" 122.62 s7s, 2'1 o·w N89'29'55"E 142.33 104.81 60.00 100'05'22" 91.99 S66'52'52"W 113.21 210.00 30'53'16" 111.84 S11 "51'09"E
N84"47'17.1 o·w 27.54 137.86 480.00 16"27'22" 137.39 N57"31'47"E
172.76 180.00 54·59•30• 166.21 S63"00'20"E S54"29'25"W 204.13 60.00 220.00 15"37'30" 59.81 N88"38'50"W 128. 75 630.00 11"42'34" 128.53 so·20•32•w
NB4"47'17.1 o·w 44.50 128.42 480.00 15"19' 46" 128.04 N78"14'27"E
418.45 240.00 99·53•50• 367.42 S4"32'30"W S45"24'25"E 186.51 139.77 220.00 36'24'03" 137.43 N62"38'04"W 243.62 870.00 16"02'38" 242.82 S2"30' 34 "W
N84"47'17.1 o·w 44.91 29.57 480.00 3"31'48" 29.57 N87'26'02"W
159.11 200.00 45"34'58" 154.95 S22"36'56"E so·1 o· 33"w 52.29 71.59 265.00 15"28'44" 71.37 N52'10'24"W 41.22 490.00 4·49'12· 41.21 N12'56'29"E •
N84"47'17.1 o·w 35.20 131.56 410.00 18"23'05" 130.99 N56"31 '42"E
122.84 180.00 39"06'03" 120.47 S15'57'33"E S3"35'28"W 355.30 139.13 265.00 30'04'53" 137.54 N74"57'12"W 176.18 490.00 20'36'04" 175.23 N25"39'07"E '
S78"53'15.56"E 64.64 165.18 410.00 23"05'02" 164.07 N82"51 '23"E •
507.53 740.00 39'17'46" 497.64 S7'31'49"E S12"07'04"W 178.55 28.87 265.00 6"14'33" 28.86 S86'53'05"W 193.16 490.00 22'35'10" 191.91 N47'14'44"E
S0'30'01 .94"E 29.29 82.17 405.00 11 "37'29" 82.03 S77'31'29"E
220.54 225.00 56"09'32" 211.81 S55"15'28"E S83"20'14"E 111.31 123.69 570.00 12'26'01" 123.45 N0'01'11"W 241.07 490.00 28'11'17" 238.64 N72"37'57"E
39.34 740.00 3'02'45" 39.33 S35'31 '00"W 246.33 150.00 94'05'33" 219.57 N43"27'18"W
135.93 390.00 19'58'11" 135.24 S56"02'18"E
193.71 225.00 49'19'36" 187.78 N71 "59'58"E N 4 7'20'1 O"E 74.62
86.12 300.00 16"26'48" 85.82 N39"06' 46"E N30'53'22"E 138.11 190.76 610.00 17'55'03" 189.98 S42'57'09"W 84.83 570.00 8"31'36" 84.75 N7'51'16"E
231.23 150.00 88'19'22" 209.00 N75"03'03"E S60"47'16"E 76.09 64.58 940.00 3"56'12" 64.57 S49'56' 35"W 487.70 770.00 36'17'23" 479.59 N6"01'37"W
248.36 300.00 47'26'01" 241.33 N70"35'36"E S85"41'23"E 165.16 35.54 940.00 2"09'58" 35.54 S46'53'30"W 126.28 255.00 28'22'24" 124.99 S55"59'25"E LINE # DIRECTION LENGTH LINE # DIRECTION LENGTH 0
N46'52'36"E 191.66 33.79 1040.00 1·s1•41• 33.79 N44"52' 40"E 47.95 70.00 39'14'47" 47.02 S4"27'31"E S83"18'09.01 "W 152.19 S87'45'09.52"E 338.89
0
<(
0::
210.60 4040.00 2·59•12· 210.57 S42'27'14"W 128.87 255.00 28'57'23" 127.51 N82'11 '04"E S69'16'04.86"W 123.99 S32"59'56.06"E 14.32 g
49.22 330.00 8'32'45" 49.17 S29'05' 34 "E 90.66 255.00 20·22•13• 90.18 N57'31'16"E S83"18'09.01 "W 217.77 S56"14'13.95"W 91.57 0 u
155.14 330.00 26'56'08" 153.71 S11"21'07"E 94.73 330.00 16"26' 48" 94.40 N39"06' 46"E N56"14'13.95"E 140.34 ?:: z
100.53 330.00 17'27'14" 100.14 s1 o·so•33"w 13.26 960.00 0·47'29• 13.26 N29"36'28"E N32"59'56.06"W 14.32 :::J
0
78.23 410.00 10"55'56" 78.11 S25'02'08"W 214.04 610.00 20'06'17" 212.95 S40"03'21 "W N87"45'09.52"W 338.80 u --0
98.71 410.00 13'47'41" 98.47 N37'23'57"E 17.78 610.00 1 "40'13" 17.78 S50"56'36"W ...I CURVE # LENGTH RADIUS DELTA CHORD BEARING ~ w
CURVE # LINE # G: LENGTH RADIUS DELTA CHORD BEARING DIRECTION LENGTH 124.70 410.00 17"25'33" 124.22 S53'00'33"W 260.89 740.00 20'11'59" 259.54 N47"08'22"E 229.35 240.00 54"45'13" 220.72 S60"22'33"E 0::
~ 134.53 996.52 7'44'06" 134.43 N39"16' 46"E N4.46'53.1 o·w 109.17 89.05 130.00 39'14'47" 87.32 S4'27'31"E 196.26 180.00 62'28'19" 186.68 N87'58'34"E 89'14'1 o" S11 "37'09"W
LINE # DIRECTION LENGTH 109.02 70.00 98.33
304.95 610.00 28"38'35" 301.78 N18"37' 54"E N29'12' 43. 75"E 230.39 83.93 60.00 80'09'04" 77.26 S4"45'35"E 81.21 180.00 25·51 '03• 80.53 S43"48'53"W 239.96 49.00 280"35'02" 62.61 N84"03'17"W N84"29'15"E 106.09
361.91 610.00 33·59•37• 356.63 N12"12'55"E N29'12' 43. 75"E 230.39 73.15 60.00 69'50'56" 68.70 S70'14'25"W 77.50 270.00 16"26' 48" 77.24 S39"06' 46"W 46.72 30.00 8914'1 o· 42.14 N11 "37'09"E N5"30'45"W 200.00
308.98 650.00 27'14'09" 306.08 N43"37'17"E N30"00'12. 73"E 305.97 57.51 60.00 54·54'55• 55.33 N47'22'39"W 167.88 195.00 49'19'36" 162.74 S71 "59'58"W 191.13 200.00 54·45'13" 183.94 N60"22'33"W N84"29'15"E 162.65
284.00 700.00 23'14'44" 282.05 N45"37'00"E N57'14'21.84"E 165.99 99.57 60.00 95'05'05" 88.53 N27'37'21"E 191.13 195.00 56'09'32" 183.57 N55'15'28"W 40.02 330.00 6"56'57" 40.00 N2'06'56"E S5"30' 45"E 200.00
203.27 650.00 17'55'03" 202.44 N42"57'09"E N33"59'38.14 "E 136.05 102.85 410.00 14"22'23" 102.58 N77"18'04"E 139.37 710.00 11 "14' 49• 139.15 N21·33'17"W
95.86 900.00 6°06'1 o· 95.82 N48"51'36"E N45"48'31.00"E 161.63 93.42 930.00 5·45•21· 93.39 S2"38'05"E 212.78 710.00 17'10'16" 211.99 N7"20' 45"W
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMWENCE ANY LEGAL
240.14 4046.83 3"24'00" 240.11 N42"14'17"E N43"56' 49.97"E 184.24 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
153.46 930.00 9"27'16" 153.29 S4'58'14"W 134.80 710.00 10"52' 42" 134.60 N6"40'43"E AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EIJENT MAY ANY ACTION
BASED UPON MY DEFECT IN THIS SURVEY BE COIA!ENCED MORE lHAN TEN
N40"45'29.33"E 282.81 'l'EARS FROM ll-lE DATE OF CERTIFICATION SHOWN HEREON.
13.53 930.00 o·so·o1· 13.53 S10"06'53"W 93.75 630.00 8"31'36" 93.67 N7'51'16"E