PERMFILE49893

• Permit No: M1999022
• IBM Index Class Name: Permit File
• Doc Date: 4/8/1999
• Doc Name: PROPOSED GRAVEL PIT LOCATED ON CRITES LACY DIVISION OF LAND
• Section_Exhibit Name: EXHIBIT A AND E
• Media Type: M
• Archive: No

v
S 88'46'17" E 2633.31
- __ -- - - S 88'46'17" E
WEST 1/4 CORNER '-_ --" ---- - 2629.90'
SECTION 25 -41 -6 t CENTER 1/4 CORNER T - EAST 1/4 CORNER
FOUND MOUND OF STONES SECTION 25 -41 -6 f SECTION 25 -41 -6
SET 3 1/4' ALUMINIM SET 3 1/$ ALUMINIM SET 3 1/4" ALUMINIM
CAP LS 23847 1 CAP LS 23847 CAP LS 23847
((/ ���± PROPOSED GRAVEL PIT LOCATED ON
3
1
CRITES/LACY DIVISION OF LAND,
1 m W) B.L.M. 3. w
B L.M. U 1 N 100
�,. o b N SE1 4S1W1 4 SECTION 25, S1W'1 /4SE1/4 SECTION 25.AND NE1 /4 SECTION 36,
El/ NIW'I /4 SECTION 36, AND A FRACTION OF SW 1/4 SECTION 36, TOWNSHIP 41 NORTH,
Lo
C � � 1 RANGE 6 EAST, NEW MEXICO PRINCIPAL MERIDIAN, SAGUACHE COUNTY, COLORADO
NI SW 1 /4 i �� C 25 SE 1 /4 `�E� 2.� N
a ! i
d SOUTHWEST 1/16 CORNER TOP SOCL STORAGE : � �
1 SET 3x1/4' ALUMINIM FOR PHASE (.1
CAP LS 23847 1 SOUTHEAST 1/16 CORNER
f (� 88-4,3p47)' SECTION 25 -41 -6 / r
N 88'43'47" W S E 1 SET 3 I/4" ALUMINIM /
- - . - 2630.27 CAP LS 23847 r
2631.13PR=CT r r / �_ _. - .
S 88'43'47" E i r
Bkl TOP OF CAP �°�� -1 15u8'� �/� 1314.71' /�-
2629.42' /
1 r �� // / SOUTH 1/16 CORNER
ELEV O 7M �� - 21.7:00' �'j{00'� 14: /�� i� / / SECTION 25130 -41 -8
SET 31/4° ALUMINIM
30 �� yip, CAP LS 23847
r� t PROPOSED 6 ACRE / /' /' BEARING BASIS
M'
GRAVEL PIT
BLM.
g . BEARINGS ARE BASED ON A BEARING OF
ZI / / / /�i�' %ems %�����'p� rri �i�' // // a' SECTION 636.A EACH END NOF THIS LINE FIS
NOTE- TOPO INFORMATION /� i // / r o
PROVIDED BY CRITES CONSTRUCTION // /� %�'i� /rr r / / ° CAP AS WITH A 3 1/4' ALUMINUM
//� j6p0� r r r r/ / N I CAP AS SHOWN HEREON.
�� /// ;i�j CRITESFARM / LEGEND
/ /j / A = 11'11'37" �]
00 /6° R = 4550.00' /
L = 888.91'
/ /
/ /i / �{
/��� // / ��/ 1 SECTION CORNER MONUMENT
0
'°
// EAST 1/16 CORNER ^ AS DESCRIBED ON THE PLAT
WEST 1/18 9ER�ICR CRM FARM SECTION 25 -41•-6
SECTION 8 O 4- « « #y4 REBAR AND YELLOW
'i SET 3 1 l ALUMINIM . SECTION 4 CORNER
6 SET 3 1/4' ALUMINIM I� 8
SOUTH 2 CORNER O CAP Ls 23647 1 PLASTIC CAP PLS #23847
S 88'41'16" E CAP LS 3b47 SET 3 1/4' ALUMINIM (n 3B 31
- -
-2628.9-5' - Y - - I cAP LS 23847 S 88'41'16" E S 88 °41'1 6" E 3EASEMENT
35 36 $1 - 1314.48' OAP LS 23847 ALUMINIM
i SET 3 1/4" ALUMINIM 2628.95' -
SET3I2 e47 - 411.01= - -- COUNTY ROAD BB
903.47'- - - - - -
1 A= 09'51'14" TRACT 5
R = 4450.00'
L = 765.31' - 176,484 SF. N (w ^
85 AC. FIELD ' p 30'45'47 4.052 AC. r� 1:
A
_ R T290.00' =.
1 (I CRITES FARM - _ 1 RADMIS PONT L = 692.62' N 0
1 d Lo
S 89'49.16" W `wn r- 0
1 LACY FARM I I 1 301.84' 06 1 0
0 j TRACT 6 �� 100.00' CRITES FARM I M XZ
1 I I 13,457,096 SF.
'n I I 308.932 AC. 1 ry o WEST R.O.W. LINE
INCLUDES AREA WITHIN _ ^ INTERSECTS THE
v 00 i5
,r . Iq ` " a 1 SECTION LINE
N o. 60' R.O.W. FOR COUNTY ROAD
ccy 1 N i i R.O.W. FOR THE - ry vP ^� BASED ON EXISTING LOCATION
OF COUNTY ROAD
RIO GRANDE CANAL N1 O� ^� 1 I NOTE- CENTERLINE OF COUNTY ROAD
DOES NOT FOLLOW 1 114 C 3 6 I NORTHEAST CORNEFROM THE R OF SECTION 36.
4 CORNER E
N Wr
/ E 1 / 4 SEC 6 1 THE 60' R.O.W. SHOWN IS BASED ON
0 30' EACH SIDE OF THE CENTERLINE OF
01 Lr-, THE ROAD AS EXISTING AND FIELD
N 88'48'40" W I I w - kRnDIUS POINT 110 AC. FIELD •O¢ (p LOCATED AS A PART OF THIS SURVEY.
-- ----_ 2642.69
. . __. __ I I~ . -- - C� - _ N 88'48'39" W
7.635.31' C)_I O
30 AC
- - -
N
1 I ROAD a° CRI'R:S FARM
uj
I g 00
N: (" o o EXISTING 2.75 ACRE N
° >� I I AREA
.ate 10(0 RECHARGE /GRAVEL PIT 0
z I LACY FARM N I I �' 7^� 0 0_ 23'55'10" 1
0 1 R -- 1290.00'
1 7
�. S50' I I I= LF_= 538.54' // b
1 I
R = 1290.00
PC, I� L = 886.15' 310
637.7 ?.' / \`�\ `'� `ye
1 Is � 1
1 <r V) w _ [n
TRACT 1 �o�� 6o Ac ;;MENr y�,�g� � STORAGE Y I NORTH
214,567 SF. �r��^0 YARD - 4 ACRES 1 102.70' TRACT 3
WEST 1/4 CORNER 4.926 AC. Aj 0� .� = Q Nj N ,cal
BECTON 38 -41 -6 `} CENTER 1/4 CORNER 171,856 SF. F- D-'
T J 1/4" ALUMINIM ,� 118.76' 'ECnON 36-41 -6 E- O 1
CAP LS 23847 \SEV 1/4" ALUMINIM 13 3.945 AC.
N 86'55'59" W - -T -� - - - - - hS 23847 - - - ALE &OFFICE O 811.20' z Z TIE
375 10' S 8 +3 a 288 56'
i - __ - .. - .
? 2656.43• WEST 1/19 CORNER
8 55 59 E
,
790.89
o10 wA1Fe 60' ACCESS EASEMENT
--
S 1x39'28- E
S 88'55 59" E 60' ACCESS EASEMENT 84.29'
10 9.76
BECTON 36-41 -6
SET J 1/4" ALUMINIM
TRACT 2
�' S 88'55'59; e
- - - - - - - -
- - - - - -- - - -°°' -• -� EAST 1/4 CORNER
CAP LS 23847 /
�,.
14,567 SF. /,
2641.67'
N 88 °55' 59 " W
BD - -
ION 34
SECTION 3e -41 -6
2660.66
„
S 88 °55 59 E / ,,
4 926 Ac r r O
6
STOCK PILE AWD PROCESS
SET ALUMINIM
24.48 CAP LS 2J847
so 02'
I 493.86' 1 i� %�19� = 27 °40 33 „ AREA, 1.24 AC.
1 /' •� / 40.00' R = 220.00' 300
L = 106.27'
2� 40' RIGHT -OF -WAY
1 rrc 6� FOR LATERAL NO. 6
Sw 114 SEC 36 SE 1/4 SEC 36
GRAPHIC SCALE
( IN FEET )
1 inch - 900 ft.
I
PROPOSED FINISHED
GRADE
- - -_ _ VARIES 10' -20'7 EXISTING GROUND
• -.____ � .SURFACE
400'
TYPICAL CRO
NT•S
SS SECTION
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DATE: APRIL, 1999
SCALE: 1• -300'
DRAWN: MR
CHECKED:
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JOB NO.: CRITES
,RG049902 -608
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SHEET
1 OF 1
RECEIVED
APR 0 8 1999
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