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HomeMy WebLinkAboutBuffer Creek SubdivisionV 0 ] •l J �t� C � y BUFFER CREEK SUBDIVISION A SUBDIVISION OF PARTS OF SECTIONS II AND 12, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF EAGLE STATE OF COLORADO N o 0 00 �� 1793.45' NW COR. SW 1/4, SEC. 12 1521.60 N LINE SW I/4 SEC 12 T5S R81 W T5S, R81W 6TH R.M. 271 .85 - - - -- - - - - - N N � 149.61 -- � �s 364.95 � 197.12 - - -- 749.60' 25 R L - - ° �9 RIDGE -RD. �N ma 96.08 i' �\ ;, 10' UTILITY EASEMENT ,n o,'I °° - 149.06 , a o it cJ 0 .. -34 a R_5- 22 20 157. li , z,?,r 2 \5 m o' �,, co � 23 �, R= A3 \�° oo \ N� / / /3 o 'r 2/ l 0. uj CID 0 0i h /9A /9 \ j6/ �� 56 °4940 t ? Sri I- 24 A 5 T o �R.�S oo V6 10 N. h o �p Q ' 'A o / 100 50 0 100 200 145. 4' 3/ �� �y �''� V /� °O /4 65 °5531 / /O J \O0 / ro SCALE IN FEET �� ���d 18 c h _ zQ�)� " i 76 °303 51 °2 U110 G Py /% 6`�,�v'.� p�C % i e I c �, _ p 'X10 S/ ss c ' °s o r6 `? `C�PD,°` 8 6� m, 26 N 30 \ e \� �h O)• / OVA �� ! �� m �- \ 0 \� R -15 pJP ° i 4 °p1 158.97'(N.R.) h X22 °�� 74�0��� °0, O� s ah 2 1g o S) O l 103.38' % 55.60 1 Vp P S � goo o 1 33 68 °o0 29 o ' 2� tg ^' 289.49 1.4530 J 6 DEDICATION KNOW ALL MEN BY THESE PRESENTS: THAT CORTLAND S. DEITLER AND JACK A. OLESON, BEING THE OWNERS OF A PARCEL OF LAND SITUATED IN SECTION II AND SECTION 12, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF EAGLE, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SW 1/4 OF SAID SEC. 12, THENCE EAST ALONG THE NORTH LINE OF SAID SW 1/4 A DISTANCE OF 1793.45 FEET TO A POINT, SAID POINT BEING ON THE NORTHWESTERLY RIGHT -OF -WAY LINE OF U.S. HIGHWAY NO. 6; THENCE SOUTHWESTERLY ON A DEFLECTION ANGLE TO THE RIGHT OF 143 021'17" AND ALONG SAID RIGHT -OF -WAY LINE A DISTANCE OF 1558.05 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 2915.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 375.00 FEET; THENCE NORTHWESTERLY ON A DEFLECTION ANGLE TO THE RIGHT OF 93 °41'08" FROM THE LONG CHORD OF SAID CURVE A DISTANCE OF 840.00 FEET; THENCE NORTHEASTERLY ON A DEFLECTION ANGLE TO THE RIGHT OF 90 °0000" A DISTANCE OF 289.61 FEET TO A POINT, SAID POINT BEING ON THE WEST LINE OF SAID SEC. 12; THENCE NORTH ON A DEFLECTION ANGLE TO THE LEFT OF 51°2138" AND ALONG SAID WEST -- 41.89 7_-- LINE A DISTANCE OF 325.86 FEET TO THE POINT OF BEGINNING. 00, rD I A` 36038'4';"- �O tJr' r� HAS SUBDIVIDED AND PLATTED THE ABOVE DESCRIBED PARCEL INTO LOTS UNDER THE NAME AND STYLE OF "BUFFER CREEK SUBDIVISION" AND DOES HEREBY DEDICATE TO THE PUBLIC THE STREETS SHOWN THEREON AND GRANTS THE ACCESS AND UTILITY EASEMENTS INDICATED. PG5 0��21 °NPNk 34 \ °G `� o �0 �o NOTES p 66 �L O • 4,� 2v 19' �'1\ �° �o °° \-J ��� ALL STREETS ARE 50 FEET WIDE AND ARE 25 FEET ON EACH p \\ 41 `' 6 SIDE OF CENTERLINES (25' R.L.) INDICATED ON PLAT. ro 35 6 ss � � ALL LOT LINES ARE PERPENDICULAR TO STREET CENTERLINES o 41 o OR RADIAL UNLESS OTHERWISE INDICATED ON PLAT (N.R. DE �o °' e 36 ;/ / s' o C� \O\p r / o° \\ ° / �G o �g ° �` NOTES NON- RADIAL). 104 000 = 37 ' :/, / , <\ 42 c . `,; o UTILITY EASEMENTS SHOWN ARE 10 FEET WIDE, OR AS INDICATED, \ I i -0 / / \ �' AND ARE FOR THE USE OF PUBLIC AND PRIVATE UTILITIES o`IpN \\ i ���`' , / as0 \ %° \y -= �� INCLUDING, BUT NOT LIMITED TO, WATER DISTRIBUTION AND J �Q \9sA� 38 ,� % °\ �;��, a SANITARY SYSTEMS. STUB EASEMENTS ARE 20 FEET FROM 0 / 40 a,�p PROPERTY CORNER AND 10 FEET WIDE. \ .0 I 0 I 0- o� I s p ' I - I 39 — — N \Q �• W LLJ'Z X10 UTILITY wIz EASEMENT z,-_j %\ 0 `\ oo' Q. 93�4�08 G C G ENGINEERS CERTIFICATE I, CECIL D. BROYLES, A REGISTERED PROFESSIONAL ENGINEER AND LAND SURVEYOR IN THE STATE OF COLORADO DO HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY .DIRECT SUPERVISION OF THE PROPERTY HEREON DESCRIBED AND THAT THIS PLAT IS A TRUE REPRESENTATION THEREOF. N CECIL D. BROYLES PE. 81 L.S. 2690 —RANGE LINE CURVE DATA— CURVE DELTA RADIUS TANGENT LENGTH I 28"00'00 150.00' 37.40' 73.30 2 50`00'00" 202.87' 94.60 177.03' 3 38 00000' 150.00' 51.65' 99.48' 4 14 000'00" 600.00 73.67' 146.60' 5 22 00000' 175.00 34.02' 67.19' 6 53 °21' 17" 100.00' 50.24' 93.12' 7 48 000'00' 100.00' 44.52' 83.77' 8 58 000'00' 100.00' 55.43' 101.22' in IN WITNESS WHEREOF, CORTLAND S. DEITLER AND JACK A. OLESON, AS OWNERS, HAVE CAUSED THESE PRESENTS TO BE EXECUTED ON THIS tb DAY OF /*a(z A.D., 1963. CORTLAND S. DEITLER JACK A. OLESON NOTARIAL STATE OF COLORADO S.S. COUNTY OF y THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF lT1 4q 9 63 A.D., 1963, BY CORTLAND S. DEITLER AND JACK A. OLESON AS OWNERS, WITNESS MY HAND AND SEAL. MY COMMISSION EXPIRES 1*77QtcA /,2 , 19G'7 APPROVAL a Baine oy NOTARY PUBLIC THIS PLAT APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF EAGLE COUNTY, COLORADO THIS DAY OF /�% A.D., 1963. ATTEST: T,/ °�►QS F. /�7a Br�� �ilc�'/l� ECG /a CLERK CHAIRMAN RECORDERS CERTIFICATE I CERTIFY THAT THIS PLAT WAS FILED IN MY �FFICE ON THE .2 *e;64 DAY OF �"%y A.D.,1963, AT / )' . M. O'CLOCK AND WAS _ e IN BOOKIY" moose ;2 AT PAGE !,td/ ,ftwos F 'eve B,=...� CLERK 81 RECORDER '? kj RECEPTION NO. ' / to�,5 ENGINEERS a SURVEYORS