HomeMy WebLinkAbout1.01 PlatWooden Deer Subdivision
elym in a l:'y Plat
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I 818.4'
7 Soulth,
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Range
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of
Ga-r-fleld,
and Susan Hams
104 Rd.
Colorado 87613
State
lies
ons
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3 Jean M. Blue
7\,T_i�
Micheal N. & Lenore L. Hommea can Co. Rd 04
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1190 Books/de Common Cortes CZ14 Lb/omdo 81623
W//liom N. & Mon/ea R Johnson V .0
1670 103 Rd. O .4nndpolis, Md. 11401 Sr.AL.E 1• *�, _ -------------------- - ___- --------- _--------
Carbondale. Colorado 8761J 7 � -------3----moi------------..__
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at ti - 1
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� 3179' �.» .d •
1sz1' N 03'2,'51" E t 6
992.36' /�'��e.7' \ �7O' 1308.89' crones and Margaret Homs ,'i o i
5a4- OJ2J 104 Rd..
N 00'4253"' E - _ - \ \ra\ U i 6 COT 17 J6IJ' Carbondale• Colorado 8/623 c er w
h 280.04' '\ car ja l Lor�s J.o ct - - ---------
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3. O I I ; 20 C.t N 32. \----
Legal Description:
\ti
\\� l Eaaslrymxlt
I 818.4'
Utl/i�
Easement
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/ \
N 4. / 0
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IQ 17 / 1
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\\ 19
\
N
Op
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032J
U Corbondo%
O
and Susan Hams
104 Rd.
Colorado 87613
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89.2 C4
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LOT j16 230.3.
2.6 ACS
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S 60-21-03 E,
13.74 feet; thence,
N
J/
LOT 44 //
5.9 AC.t
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LOT p \
1.J AC-*-�
\
utniry ��
Eosament�\\\
\ ° \
\ \ Vi„y
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radius of 164.23 feet, a central angle of 31-37-17, and
M
N 00'00'00" E 836.72'
278.61
/
// / /
thence,
`\
LOT !IS \
M�• 26
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Easement
59.
J99.1' J7d3'
thence,
Lv
N lOJ7.67' I //
oLor
1272.45
feet;
thence,
N
89-40-35
W,
683.52
feet;
thence,
S
03-00-00
E,
/
4.1
feet;
thence,
N
89-40-35
W,
671.13
/
for15 fo
\
O
03-00-00
E,
1197.22
LOT IJ
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JL.OTA(Cf
\
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2062.98
h 7
8 I
parcel contains 98.1 acres
more
6o
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Easement, ^U 1
1e \ \
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LOrf21 w
6.4 C.t
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511.9'
6111,3'
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522.4 1197.22'
162.9'
S 03'00'00" E
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John G. POwers
730 Wellman
N. Chelmsford,
Am.
Ma 0186J
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70100.
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2062'98' J
Ea ement ,ossa'
P. O. B.
Legal Description:
86-01-40
A parcel of land situated in Sections 24 and 25, Township 7 South,
Range 68 West of the 6th P.M. in
the County of Garr/e/d, State of Colorado,
being more porticu/or/y described
as follows:
Beginning at a point whence the
Witness Comer for the SW Comer of said
Sec 25, Township 7 South, Range
86 West bears S 02-21-57 W, 2860.04
feet,thence;
S
S 64-42-38 E,
112.94 feet; thence,
S 63-24-41 E,
66.12 feet; thence,
S 60-21-03 E,
13.74 feet; thence,
S 89-23-11 E,
123.62 feet, • thence,
S 60-21-03 E,
18.72 feet; thence,
90.64 feet along the arc of a curve to the left, having a
radius of 164.23 feet, a central angle of 31-37-17, and
subtending a chord bearing
S 76-09-41 E, 89.49 feet, thence,
SCHMUESER
GORDON MEYER
N
86-01-40
E,
59.79
feet'
thence,
N
00-00-00
E,
26.87
feet;
thence,
S
89-23-11
E,
642.29
feet;
thence,
N
00-00-00
E,
836.72
feet;
thence,
N
90-00-00
E,
278.61
feet;
thence,
N
03-23-51
E
1306.89
feet;
thence,
N
01-10-57
W,
1272.45
feet;
thence,
N
89-40-35
W,
683.52
feet;
thence,
S
03-00-00
E,
75.13
feet;
thence,
N
89-40-35
W,
671.13
feet;
thence,
S
03-00-00
E,
1197.22
feet;
thence,
S
03-59-55
W,
2062.98
to the point of beginning, said
parcel contains 98.1 acres
more
or less.
ENGINEERS SCHMUESER GORDON MEYER INC.
SURVEYORS
1001 GR4N0 AVENUE, SUITE 2-E
GLENWOOD SPRINGS, COLORADO 81601
�-1 ASPE 945-1004 (FAX)
(30� 925-6727 8
WOODEN DEER 1STDI VISION
Boundary
KCIc ?ity Map
ppJean M. Blue
Lbw '9"WRd_ajg o 8161J
Lot Lines
CURVE LENGTH
C1 57.3'
C2 59.6•
G3 20.0'
c4 3s.69'
County Rood 104
NUM-
B£R
REIMS/ON
DATE
BY
GRAPHIC SCALE
150 0 75 150 300
( IN FEET )
1 inch = 150 ft
PRELIMINARY
PLA T
Job NO. 91147
Drown by: RF
Dote: 1/20/92
Appr. by: KRW /
F/e: WDSPP - BI
JOHNSON
x ' HAMMES 1
- - - / 30' F/RE ACCESS/EGRESS PT_-,_ 41
42f.
LOT5
WD NO. 1 \ 3.89 AC t No O
D,NO.
6660 k • Q
10 k� \ i 6720 �o
6 F• N
6 92 A t 5�p�'• 9• ?y2� �� � ��
LOT f3-
6.0
6.00 AC t\
\\\50,000 LLOA
TORAGE TANK
/ o V
Qsy
LENGTH
gg�g
NGENT
9.60'
IRVE
RADIUS -T-
C 1
80.00
C2
100.00'
C3
100.00'
C4
200.00'
C5
100.00'
C6
100.00'
C7
100.00'
C8
100.00'
C9
100.00'
010
100.00'
C 1 1
100.00'
C12
120.00'
013
1179.05'
014
100.00'
C15
50.00'
C 16
150.00.
Qsy
LENGTH
gg�g
NGENT
9.60'
CHORD
84.31'
S
BEARING
51'31'21"
I
E
DELTA
63'35'4(
_
72 89•
W
71.28'
S
40'36'20"
E
41'45'31
57 33 -
__8.15'
9.48'
56.55'
N
4503'39"
W
32 50'5£
182 2. 2_
. 7.98'
175.98'
S
54'44' 13"
E
52'1 2'OE
_
150.5_4'.__-_
3.66'
136.72'
N
56'02'12"
E
86'15'01
_90.50'
8.61'
87.44'
S
38'50'1
W
51'51'00
72.04'
7.66'
70.49'
N
44'07'30"
E
41'16'2`
76.88'
0.45'
75.00'
S
45'30'41"
W
44'02'41
303.2_
.24'
199.70'
N
19'19'53"
W
173'43'5�
-_2•_
148.86' 10'
155 69 3.62'
392 81' ,.92'
135.49'
140.43'
239.48'
S
N
S
63',33'1 0"
65'30'36"
16'20'05"
E
W
E
85' 17'1 E
89'12'0£
187'33'11
77.87'
.75'
03'
748.65'
75.91'
N
S
58'55'53"
62'43'38"
E
W
37*01'1 i
44'36'45
146.69'
190.48'
96.46'
�.•
.63'
.50'
98'
65'
99.46'
177.93'
95.73'
215.41'
N
S
N
N
00'59'08"
46'41'04"
22 35'1
7251'21
E
E
W
W
168'05'45
7745'2:
2433'51
7558'1E
SCHMUESER
GORDON MEYER
ENGINEERS YUESER GORDON MEYER INC.
SURVEYORS GRAND AVENUE, SUITE 2-E
FOOD SPRINGS45- 1004. COLORADO 87601
O-5948
COLORADO (303) (FAX92558
6727
..__......... .
wompoOEM
j,
IFr I
+..
b
ROAD & UTILITY
= sfsl EASEMENT
,moi 18" CMP O 1X M/N. II
It (II ( _ I PT _5f5OO'OR 22
MAILBOX AREA LOT 2
1 L #12 o j i RASH LOCATION 9.06 AC
5.30 AC -i c/\\
S Of21t44, _W8_L AT
.F. ��� ' " •N /
30` CMP ® 1X A 9
oy rn /
M/N.
x99 r
F_
e91 - 6;60 /
9/ L_� / -
o� =0� -�-
x
GENERALNOTES_
1) TOPOGRAPHY LINES & EXISTING CONDITIONS TAKEN FROMPOWERS°', \+ \
MAP DIG177ZED FROM MAP PREPARED BY RENDS AERIAL
MAPPING, 1580 CHESTER STREET AURORA, COLORADO
OCT.199
� \
OCT. 1991. \
2) REMOVE ALL VEGETATION AND PLANT MATERIAL AS WELL AS TOPSOIL. \
STOCKPILE TOPSOIL FOR REPLACEMENT ON CUT AND FILL SLOPES.
3) SCARIFY EXISTING SUBGRADE PRIOR TO CUT/FILL OPERATIONS
SCARIFY TO A DEPTH OF 6" AND RECOMPACT ANY SUBGRADE AREAS
WHICH WILL RECEIVE BASE COURSE MATERIAL DIRECTLY. COMPACT
ALL SUBGRADE MATER/ALS TO 95X STANDARD PROCTOR. LEGEND
4) NO IMPORT SUBBASE MATERIALS WILL BE REQUIRED OVER THE SCALL 1"= 100'
BULK OF THE ROADWAY. AFTER EARTHWORK OPERATIONS ARE CONTOUR INTERVAL 2'
COMPLETED, PROOF -ROLL ALL EXISTING PREPARED SUBGRADE LOT NUMBER & POTENTIAL BUILDING LOCATION
SURFACES. AT DIRECTION OF ENGINEER, REMOVE ALL SOFT AREAS O
AND REPLACE WITH IMPORTED CLASS 2 SUBBASE MATERIAL. D PERMITTED WELL (NOT DRILLED)
5) CONSTRUCT ROADWAY STRUCTURAL SECTION AS SHOWN IN TYPICAL
SECTION SHEET 3 OF 8. A ACTIVE WELL LOCATION
6) BASE COURSE MATERIALS TO BE CLASS 6, CDOH SPECIFICATIONS. PUMP HOUSE LOCATION
7) CHIP/SEAL SURFACING TO CONFORM TO CDOH SPECIFICATIONS FOR
PLANT MIX SEAL COAT. USE AGGREGATE SIZE OF 3/4"•
NUM-
BER REVISION DA7E BY ROAD PLAN ✓ob No. 91147
LINE
DIRECTION
STANCE
L2
N
19'43 31 `
W
36.45'
L3
N6129'09"
W
86.97'
L4
S
28'38'10"
E
23.58'
L5
S
80'50'17"
E
101.12'
L5
S
23'29' 17"
W
99.93'
L7
N
20'5431"
W
57.99'
L8
N
695J'20"
E
01.55'
L9
N
77 26'31 "
E
48.62'
L 10
N
85'02'03"
E
24.93'
L 1 1
S
83'03'47"
E
47.06'
L 12
N
10' 18'220
W
89.22'
WOODEN DEER S
BDI VISION 1 ADDED TURN-AROUNOS, CISTERNS /25/92 RM Drown by: RM
2 REVISED ROADWAY WIDTHS & ENTRANCE RADIUS 4108192 RM VEGETA TION & Dote: 1/21/92
TOPOGRAPHY MAP DwP, Nome: WG
Of 1
6780
6760
V
6780 FOR ROADWAY TYPE "41' SHOULDERS ARE TO BE 2' IN WIDTH.
41
60' ROAD & UTILITY EASEMENT (N. T. S.
200' VC v
^ I v 30' (26' A 1)
200' VC h U b .
N.6760
Q O I 4' —SHLD. 3' 3'
^ O of co N W W SHLD. -
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6740
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SCALE.
6740
2:1
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No
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6660
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HLD 2X EASEMENT 29 HL 1 5.1
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PREPARED NATIVE 4" CLASS 2 / 4" CLASS 6 12 DEEP
SUBGRADE (95%' OR B" CLASS 6 AGGREGATE DITCH
PROCTOR DENSITY) BASE COURSE AS DETERMINED
BY ENGINEER /N FIELD
ROADWA Y TYPE "B"
SCALE: IN= 5'
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24+00 25+00 26+00 27+00
28+00
29+00 30+00 31+00
ENGINEERS
SCHMUESER GORDON
MEYER
/NC.
BER
R£NSION
DATE
BY
lob No.
91147
SURVEYORS
1001 GRAND AVENUE, SU/TE 2—E
SPR/NGS. COLORADO 81601
WO ODEN
DEER
X' URDI VISION
1 REVISED ENTRANCE• ROADWAY SECTIONS 4/6/92
RM ROAD WA Y2GLENWOOD
Down by:
RM
(303) 945-1004 (FAX.) 945-5948
PROFILE
Dote:
1/21/92
SCHMUESER �
ASPEN, COLORADO (303) 925-6727
Appy. by:
DWG
8
GORDON
MEYER
File: WOOOPROF
ooe OF
STA. 13+04.13
3" 90' BEND
STA. 12+21.43 W/ C. R. B. \ — — J I�^
HAMMES 3" 45' & 22 -112 * -\
O 1\ 1
x — BENDS W/ C.R.B. 's � _ I
x _
i STA. 14+05.04 \ \ BL UE
�______-- w \ X 22-1/2' BEND \\ \\
\ I
LOT #5 \ \ W/ C. R. B. DO \ \ I I
\ \ I I I STA. 34*37.34, 45'
\ \ 2 \ \ BEND W/ C. R. B.
------� \ \ \ I i \\\ �\ \ LO #17 _ \ STA. 34+40, A/R &
\ v VACUUM VALVE VAUL J
STA. gf29 ZED NO. 1 \� �\ / \ J� I \�\ r \ LOT #6 / / — — STA. 35*35. 3, 22-1/2' \ \ I I
\ WELL HOUSE l \ \ \ STA. /5.301, 1 " YARD / / 1 E o \ IXSr n cl C
• / \ \ BEND W C. . B. BULDAVS
g0. BENp y/ CR� 2" \ 9+57.87 WD NO. / // � � � HYDRANT (FR ZELESS) 16 17 � / � � h /
\ X
/\ 4 \ \ STA. 6+00, 3" LOT #16 STA. 33+23.53, 45• < \\ 0 \ I
< / STA. 3.44, 3" \ BEND W/ C.R.B. \ \ \
14.— _ 45' BEND R.B. � \ GATE VALVE �\ \ m \ \ LOT #79 \
VACUUtif8E O
Vq NSTA00 3"
114ZV�\ \ `� \ . \ \\ \\\ �"�\\ HARRIS
LOT #4 UL Z LOT #7 \ WD NO. 6 \ \ GATE A4 KE \ \ z \ I
STA. 37+86.47, 45' I
LOT #15 \ \ \�_Q r� \ BEND W/ C.R.B. I
\\\\ \ \ I
15)
\ n \STA. 38.60.1, YARDHYDgT (FREEZELEz TA. 30+32.24, 45 SS)
I I fi x
ycoRIEND
00efRf��o��eR��NF LOT #20
I 2 I O \ \ \ STq, \ \ \ 21 I � � I I
LOT #3 1 1 \ \ yyORgN'?�` 7• i / LOT #18 \ 4 �� \ W it
\ C44R/ ONE l/ LOT #8 \ m \\ \ 10,000 �FREEZFLESS) / / \�\ \\ \\ 2 I O Z IJ
N \ \ TRENCy 2� //2'/S 'y0/YN Rp \ o \ GAL. C/STERN i \ 0 \ LOT #27 V W O �i
\ \ \ Kq 3" & \ \\ `g 3" UNC OR 1n (�55) \\ WD NO. 5 / _ / \ \ \\ \\ I m
/N SOME 0�'EEZE� \ \\ ti STA. 28+05.33, 45-
20'0 18 \
\ \\ \ 0 (FR E5 \\ \�\ '' I BEND w/ C.R.B.
LOT #14
cc 0/0
qB
(D`%fITFR yy� B
/ RgNTgSSF,yell
/ lY
LOT #1
I/ S STA. 0* 14.61 2
— 6" 2-1/2" 22
50, 000 GALLON \ BENDD R.
S W/ C.B.s
' 's
STORAGE TANK WD NO. 2
LOT #2
WATER CONSTRUCT/ON NOTES
1) PVC TO BE CLASS 160, CONFORMING TO ASTM 1784.
2) PRESSURE TEST AT 200 PSI, LINE JOINTS AND FITTINGS
TO BE LEFT OPEN FOR VISUAL TEST FOR 2 HOURS, ANY
LEAKAGE WILL BE REPAIRED.
3) DISINFECT LINE BY PLACING CLORINE TABLETS TO TOP
OF PIPE DURING INSTALLATION, • 2 TABLETS PER 20'
REQUIRED.
4) COMPACT BACKFILL TO 95Z UNDER AND WITHIN 5' OF
BUILDING AND TO 909' ELSEWHERE.
5) 2" LINE FROM WELL NO. 1 TO 50,000 GAL STORAGE
TANK TO BE LAID IN THE SAME TRENCH WITH THE 3"
& 6" LINES RESPECTIVELY.
B) HORIZONTAL ALIGNMENT OF THE WATER LINES A 5' DEFLECTION (MAX.) PER JOINT, ALIGNMENT TO BE
KEPT WITHIN 77-1E ROADWAY SURFACE.
7) ROAD TO BE ROUGH GRADED BEFORE PLACEMENT OF
ANY UTILI77ES.
8) CIS7ERN To HAVE DR4f7 CONNECTION DALE
AND RUR4L FIRE PROTECTION DISTRICT SPECIFICATIONS.
SCHMUESER
GORDON MEYER
O-�rcE W o ► I /
9 \ y
NT10
1 \\ 14
1 1\ \\ \ _ _ / I /� \ �\ 1 STA. 43+14.27, 45 �NE NE I II
LOT #9 \ \ \ \ v l �i 1 BEND W/ C R B �" DRAINAGE 7Y EASEMENT
NE
LOT #70
ENGINEERS SC-IMUESER GORDON MEYER INC.
SURVEYORS
101 GRAND AVENUE, SUITE 2—E
GLVWOOD SPRINGS. COLORADO 81601
(33) 945-1004 (FAX.) 945-5948
AEN, COLORADO (303) 925-6727
LOT #13 -----------------T--
48*2 2 1" YARD \\ I ST . *43.00, 45• I I I I
STA. 25* 6, 45• RANT I
BEND W B. I I
NT
'0 ti BEND W C. \ (FREEIEESS
NEW 3" WATER LINE
(TYPICAL)
50��J WO NO. 41
LOT11 1 / STA. 48-!-00.00, 90'
# BEND W/ C.R.B. \\ I I
\� \1 LOT #12I �� \> // LOT #22
1363.11
TELEPHONEx / 7
LINE TO BE CONNECTED
x
TO EX/ST. SYSTEMS,
PR/OR C
FIOELD LOCATE
TO CONSTRUT/N
POWERS
LEGEND \ \ \
\ LOT NUMBER & POTENTIAL BUILDING LOCATION
PERM/TTED WELL (NOT DRILLED)
ACT/VE WELL LOCATION
SCALE.- i"= 100'
PUMP HOUSE LOCATION CONTOUR INTERVAL 2'
:E NEW TELEPHONE & ELECTRIC LINES
-w- NEW WATER LINE & SIZE
PRELIMINARY PLAN SUBMITTAL 3/10/92
NUM-
BER REY/S/ON DATE BY
Job No. 91147
WOODEN DEER SOI VISION UTILITY Drown by: RM
PLAN
Dote: 1/21/92
f
APPr byDWG
: 1
File-- wnnnimi OF