2011-02-16_PERMIT FILE - M2011015 ‎(4)‎

• Permit No: M2011015
• IBM Index Class Name: PERMIT FILE
• Doc Date: 2/16/2011
• Doc Name: New 112c Application
• From: Seifert Enterprises
• To: DRMS
• Media Type: D
• Archive: No

SKETCH OF AN EASEMENT
IN SECTION 17 , TOWNSHIP 22 SOUTH , RANGE 72 WEST ?F THE 6th P.M,
TOWN ?F SILVER CLIFF , COUNTY OF CUSTER , STATE OF COLORADO
P.O.C.
N 89'41 48" E
862.79'
CN 1/16 S17
U.S.B.L.M.
BRASS CAP
N 89'41'48" E
'
U.S.M.S. NO. 12773 2.96'
P.
\ '?" - QC'G
?'9Q TF,p
? do

N 89'41'48" E 216.69'
S 00'53'15" W? -- --
5.76' ACCESS AND UTILITY
C'O
?R0ti? - - - -S 89'j871 5" W
u' \ L=97.75'
\ R=70'47'20
?=004720"
LEGAL DESCRIPTION BRGE S 47 34''26" E
AN EASEMENT FOR INGRESS , EGRESS AND THE INSTALLATION AND MAINTENANCE OF
UTILITIES , IN SECTION 17 , TOWNSHIP 22 SOUTH , RANGE 72 WEST OF THE 6th
P.M. , TOWN OF SILVER CLIFF , COUNTY OF CUSTER , STATE OF COLORADO , THE
PERIMETER OF SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHEAST
1/4 OF SAID SECTION 17 DESCRIBED AS BEING MONUMENTED BY A U.S.B.L.M.
BRASS CAP . THENCE ON AN ASSUMED BEARING OF N 89'41'48" E ON THE
NORTH LINE THEREOF FOR A DISTANCE OF 862.79' TO INTERSECT THE EASTERLY
RIGHT OF WAY LINE OF CUSTER COUNTY ROAD NO, 243 ALSO BEING THE POINT OF
BEGINNING OF THE HEREIN DESCRIBED EASEMENT PERIMETER . THENCE ON THE
FOLLOWING 9 COURSES ;
1 ) N 89'41'48" E , CONTINUING ON SAID NORTH LINE OF THE SOUTHWEST 1/4
OF THE NORTHEAST 1/4 OF SECTION 17 , A DISTANCE OF 216.69' TO INTERSECT
THE WESTERLY LINE OF U.S.M.S. NO. 12773 ;
2) S 00'53' 15" W , ON SAID WEST LINE A DISTANCE OF 5.76' TO CORNER
NO. 5D OF SAID U.S.M.S. NO. 12773 ;
3) N 89'28'15" E , ON THE SOUTH LINE OF SAID U.S.M.S. NO, 12773 A
DISTANCE OF 299.95' TO CORNER NO. 4 D OF SAID U.S.M.S. NO. 12773 ;
4) N 00'57'51" E , ON THE EASTERLY LINE OF SAID U.S.M.S. NO. 12773 A
DISTANCE OF 4.58' TO INTERSECT SAID NORTH LINE OF THE SOUTHWEST 1/4
OF THE NORTHEAST 1/4 OF SECTION 17
5) N 89'41'48" E ON SAID NORTH LINE A DISTANCE OF 2.96' TO THE
NORTHEAST CORNER THEREOF , DESCRIBED AS BEING MONUMENTED BY A U.S.B.L.M.
BRASS CAP ;
6) N 89'41'44" E , ON THE NORTH LINE OF THE SOUTHEAST 1/4 OF THE
NORTHEAST 1 /4 OF SECTION 17 A DISTANCE OF 60.01' ;
7) S 00'46'31" W A DISTANCE OF 64.35' ;
8 S 89'28'15" W A DISTANCE OF 506.58' TO INTERSECT SAID EASTERLY RIGHT
OF WAY LINE OF CUSTER COUNTY ROAD NO. 243 . THE NEXT COURSE SHALL BE ON
SAID EASTERLY RIGHT OF WAY LINE ;
9) ON A CURVE ( NON-TANGENTIAL TO THE LAST COURSE ) TURNING TO THE RIGHT ,
WITH AN ARC LENGTH OF 97.75' WITH A RADIUS OF 7099.13' , WITH A DELTA
ANGLE OF 0747'20' WITH A CHORD LENGTH OF 97.75' WITH A CHORD
BEARING OF N 47'34'28" W TO THE POINT OF BEGINNING OF THE HEREIN
DESCRIBED EASEMENT PERIMETER .;
89'41'44" E
bU. U 1 3
5' E 299.95'
N 00'57'51"
a
EASEMENT _ - 4.58'- - _j (o
0
506.58 vi
/NCO SNYSTf\
19883
\\10A1 LAO 1u ?
0
NE 1/16 S17
U.S.B.L.M.
BRASS CAP
100 50 0
lm?
1"=100'
THIS SKETCH WAS COMPILED FROM VARIOUS SOURCES
AND/OR PREVIOUS WORK BY SHY SURVEYORS . IT IS
FOR ILLUSTRATIVE AND DESCRIPTIVE PURPOSES ONLY
IT IS NOT A SURVEYORS PLAT NOR A LAND SURVEY
PLAT BY STATUTE DEFINITION .
Shy Surveyors & Assoc.
590 HERMIT ROAD , P.O. BOX 1280 , WESTCLIFFE COLORADO , 81252
Phone [phone] Fax [phone]
NAME 11 : SEIFERT ENTERPRISES
1 6DRJ4iNN7BY20U2 07/09/10
Vpo?g-.. ?IL ' "$E FERTSENTERPR SES 10030.DWG
6RCKED BY :