HomeMy WebLinkAboutLand Use Case.EC.725 Cemetery Ln.0025.2015.ASLUS 76`26'00" W
81.00'
ADJACENT 2 -STORY DUPLEX
GOR 2 ;;,885 _L
FIND. CITY GPS MONUMENT #GPS -11(N) ELEV=7849.59' NAVD '88 -1 -vol, FND. CITY GPS MONUMENT #GPS -10(N) ELEV=7871.92' NAVD '88
BENCHMARK AND ELEVATION DATUM USED HERON
N 36°51'49" W 1517.03' MEAS.
(N 36°01'17" W 1517.09' MARCIN/CITY)
FAIRWAY CONDOMINIUMS +R828
(PER PLAT BOOK 14 PAGE 28) G
Go o
g „G�e CITY OF ASPEN GOLF COURSE +GRD 2.7 ��� `'NO
) +
Od Q WOOD DECK W/ BOARD FENCE
SPLIT RAIL FENCE �2 ° ° ° S 76.26'00" W r CONS 2
SPLIT RAIL FENCE A p 3,0 x
- - Sp
08" Asp SP 10"ASPO _ N8g86'2 - - - - - - + 7886 - + 78 6.2 8 DSP2�.17'_ 885 78" SP 17 �P, +� 7"ASP0 �/
-7 �g�
ro I Ss \5S SS SS �� �� 87 -----------1ASP6 _-- (219.00')12 „q SP ---�--------BA�pQ�7ASP�v'5--�q�p
LATERAL ��cLcpj SS FA 8j SS TSS �8 S c 87.47 87. 87• 8 8 8 8 8 8 �8 z �'� 6 c
c�A 8jQ6 1 -SIBS SS �P S757\ 03 SS'
S cp 6 82 P SS6 EP 6' \ SS SSP �2p Ep 4.7 SSp 84.58 F/� 83Fo�8�9 788 c
SS
oASPHALT PAVED DRIVEWAY I +PA VE 9 + 788g 1 \ + 7887 20' WIDE "NON-EXCLUSIVE EASEMENT" + 7887 \ + 78 f 1 SSI N T KS Q -Ss SS
�d'y ga
lb* PAVE. �� \ PgVE.7 lb BOOK 572 PAG 384) PAVE 4 \\ PA R!3 ^� \\� ASPH� L8B�gED� DRIVEWAY I o =
�, / k as ��Q ��Q - - \ ��� ��� �� 6a \ I ��� ��� ��a ��a ^Cd
_-_-
;78,9L�Q 1Q I��� \ '�Q 1Q �Q �Q Q
06"ASP - ��` ^T PK 878p 08" `b X07' EP87 78 6 4» 0,4-' 05 885P �,
ASp 09'ASp EP 09'ASP A 6 2 \ X88 ASPo/ P c
SHIT RAIL FENCE SP 4� ASp 86.8 PSPASp A 5"
°- ° - -° - ° ° ° ° �G ° 6" 5„ PLIT°RAIL FENCE i° °
o cP� '� 0 PNC . 9 + 888- + - - _ _ �j- T 8 �- I ®7 82.07 0
888 0 * 0� cp l l �p8'� �'pdcp / TOP 2 TpP 8'� \ 78Y7 04 NC / / 4 cPs / S ike c�
FNC • 70 0� 0 s ' ` O 6, 7886 / v GRD '- + 7 / C O i + m
0 0 \ TOE / o m \ _ GRD 6.50 7886 .0 ( + 78g 3 7883 0 ORD 0
`( 7888 \ l \ - _ _ I GR / GRD >
�J _ _
\ \ 12 ASP / = =_ _ _ _ \1��� I /+ 7 HUNT CREEK
8 I X \ D c
\
;7888.3
888.3 \ x6 70 �g D + 7882.7 / I I �, / \ -ri c
TSE N PCK 7 8• `\ RD \ \ /l \ I c ,SRO - OR0 5.20 GRD / / I o,�� 9 ,'TREE
C.
� FD �688 / o
\
Q;7888 \ + 78 / I GROB• r5p r,0168-4-.00- 25' i m o
12 A ;78 7.6 + 7 / / lD + 883.1 SETBACK, 0 / / Do
`\ + 78g8 8 `\ TOE 712 / i G D / / / / 0 \ / D c
\ 14 ASP \ / / ' I \ + 788 , c
E 8 7.8 \ \ + 788>• 3 1\ 7 29.52' l GRD ' 1 / 8A4 \
/ \ S"TREE o
GRD %P� 3 ' 0
788 \
FL \ \ \ \ \ \ /l I I \ + 788 + �8 FC 3, >
� 6' ASP 1 \ \ � � � �L / / I o � + 7883 3 GRD 2' g I � G 04.1 � + _
jp 1.7 1 \ \ \ \ ���Q 1 / i GRD II \ �� cRD 8 E8 83 2 D
s L P \ / / I I I m
788 I '-882. + 788 4 0
/ _ \ I
/=GRDg-- - - - - -------------------- / I 40 TACT TV pNE CON o Q
8 .4 a��8g9 DW8g 1 _ ` _ G / \ - _ + 7883 6 \\ I CTS ��N 8„TREE
AS .. G /�, / 0.�� I +��8`5 7 GRD � /I�& D
u \ a cn
\ \ S 888 4 39 4, c b� PORGN� oT&CTV �I W CIO
7g
788,3
883' 5
L \
LU T 1 ^ Cq /GRp 6' 3 / / ��G� 7 qA 9 7 83' 2 Ap� + 7883.2 % GR�4 � �
\ NET AREA = 17,681± SQUARE FEET T�tF�F /3• GRD ^`�Q + 7 E GRD
\ \ 1p 9, R wdo0 Q, G p4.6
\ GROSS AREA = 22,023± SQUARE FEET _
E�
.6 \ \ 7888 \ \ o' 14 4' q/ C6NY 883 G- 4 7 - - Z' - E883 g D
\ 11 ' 6 \ + 788 G 7 RD 883.2 � . r
\ ASP \ GRD 8.6 Cp 6 G EP 88 P = k \
PN08.2 FL 88'5\\ 2- LEVEL RESIDENTIAL WOOD FRAMED HOUSE N Ep83'6 G EP 3'2G 1
\ V1 / \ 0 / .-/-
788-4.1
8g4 1 \
\ 17888 ASPHALT PAVED DRIVEWAY \ m / CL RD \
.7
"0 G \ 4 ASp \ �� + 7883 4
(IV
193, PA
AVE E88�.�
\TO' �
K \ p Q �� ro� \
o S TB AO \ + 788 + 78g0 QP
00 -
GR 9 F ^ C2yC.4 - x SS SS z
+ \ OG O SS �S 7 _--- m SS SS-- S
7 017890 6 I �4, Ep 83' S EP 83' 2 k
C 8 7
14"A DEC�`N 2 1 �� COI�C p AS�o ' Q Q 7d,
°� \ _ _ _ 66.56' SE m o m X83 i o Q
WOOD (PROPOSED LOT SPLIT LINE) o + 788 i �,.gSp7 C' j�8
O `=- - \ ®�� P °Eck s 40• _ 17_7.87' �O PAVES �� - - - c�D 5
788°2 .. - \-------�------------- Y---- ------ - ---- ----- - -- �� -N 76'26'00" E --E ------- --- / i �,� �\ -- of
8 / +
EP N \ \\ o m NOT TUe o 0) x AFF GR03.3 E / + �8 j / 012 SPRfjCE OI o 3»
/ / / ,. ASP
8 /
\ + 7 w
03 _j G
�� f `\ O� \ 5 W1N ASP FNC 6 V)9 0 - - - + 0 CgNTiCEVFR 2 7883 6 p�3.4// / / / / / / //l I i 9- CONC 4 0
OS \ ® k I S90- \ / / N 7 817888 1W00 788 .6 j PA V3.6 / / + 78 7 \ J E I I m
s 0 \ 1� F \ /� 88 4 4»16, P'A 2� ° 6 CON E / GRD 7 I �
\ ® 789o.6
1 E8 9.3 CL AT S m T E g4CONy 788 l / i + 7886 I E D
L -13 7880.5 5 I + 7889 / / DEC '8 / / GRD 4 7�8
Ep 2 \ "o �9 GRD . 2 / F R 8 �4 2 / / / 6qD 5 E
o I
70, 8g%l. Ted i PAVE / 4- 7885 / I 3 ASP E
/GO% GRD . 3/ \ I I + 78g4 6 0 -
IRONWOODS CONDOMINIUMS 7 89 \\ // / / // +7883'7 II I / / r2-SPR`�"spp `\ I I GONG
(PER PLAT BOOK 26 PAGE 17) CL 3 + 78 � / / / / 7 PA / 0 \ I
/ Ep883. 7 Vt
® GID / / l l EP 84 1 / 78 I I (� GR 83• \ , I I \
7880.9 5 8 Sp , PA 83 8 I l \ s \
C
7888,3 PN / l l \ + /788,3 V E \ \ \ + �RO3. 9 +IGR 55.4
�c40
7 \ x L%T 2 // // (/ \\ P •9 783 ,� \\ `\ \ \ �� II I 3»qSp
Ep g1'8 1 s���� NET AREA = 171681± SQUARE FEE / / I \ � 7 \ \\ + 78838 POND I I II + 78848 °
'I / \ A 7883 \ \ \ \ \ GRD I CONC
\ F cP I ( I EP 84_3 \ + 7883 PK Nq L \ + 78 \ \ + 78 0 I I /
i \ ip� I ` \
PA VE* \ GRD\4.5\ \ \ \ \ Pp I
7889.6
888 6 \ I ' �Q7884 g \ \ + 7
ASPHALT PAVING 0- FL 8�'4 � 78 I _89 ®7880 \ RD \ I \72 "CPT Ep84.1 \ ��83.7\ \\GRO6.6 \ vl I /
6"gSPI' ysAq ASP \ 788 I ASPHALT PAVED DRIVEWAY
7881 4 `\ �bg� p`� 788p \ \ \ 14' SPUCE I ' \ \ \ + 884 2 \ + 7883 \ -1-1,7886 7 788
EP o Sp A 7 \ + 7886 \ \ LPA TH \ Pq VE 8 \ \ I GRD ' 4 \ /
os SP ZO
89 1 \ \ `\ \\ \CL PA 7H \ \ \ \ EP 3' 9 \ \ +��S. g I + CON 8� 1/3 AS
P 5 'AS� \ \ \ \ \ \ \ \ ; �.8 " GRD I p
lb
\ 'ASP 1 „q SP ®g 8 SP� 5 »A SP8 \ \ \ \ \ \ \ \ / / \ q 5.7
\ \ \ \ \ �•
\\ 6 A's + GR 0.1 `\ \ \ \ \ \ \ \ S�85 1 \ \ G883. 9 ��� + P g 9 EP 4 \ eOX
AVE \
\ \ \ \ 7883
890 /\'b CY \ \ \ /
C x �L \ \ \ \ \ \ \ \ \ EP 8 '��Q / ;p 85• ;885.5 ;885.3 -
� cRo 1.7 `\ 0 \ \`\ SyEp � �, + 78
I \4
78819 `\ `\ I ;57889 1 \\ \\ 1\ \ � �9p ��� PA ;'8 // X CO
GRD \ \ I i SPRUC \ \ d'8 i / _ \ Q / 7885 rn
+ I / s. / + 7 EG 8 /
CA
17
SSMH
/ CMP
FL
LAT.
FF
EC
EP
GRD.
-T & E-
-G-
-W-
° CL
-SS-
CP 81 8 °
R PNC
LEGEND
- SANITARY SEWER MANHOLE
- CORRUGATED METAL PIPE
- FLOWLINE
- LATERAL
- FINISHED FLOOR ELEVATION
- EDGE CONCRETE
- EDGE OF ASPHALT PAVEMENT
GROUND
- TELEPHONE & ELECTRICAL LINE �pvN�P\N
- GAS LINE
- WATER LINE
- CENTER LINE �Pp�1
- SANITARY SEWER LINE OQ
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
v
w ki Mount ' on
N n n View r. R G �lol0
e now �
S�Q'�'e 2u Buno� N Ln. nZ�ico en g�d9e Q, �•
tier . 4 S a w 2r1 y Ct. b� . 0f 1,
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PZl S C
'Z? Aspe in to P,
Instit ��
& PROJECT � � � � � Music F°ak
OCATION b� Tent s�¢
0
o r� Gillespi t?od ck ti
Rd, o b� xs st
ee P
Maroon
cZ ag ee A& �7
V N au 10 k
0
Bluebo
40
"'ey'suj'nmit St. meter
U
ASPEN �`ps A. e pz
\/ I (-` I N I I T V N �1 A n Ute
N.T.S.
NOTES: KNOB sMUGGL
ER
1. THE SURVEY SHOWN HEREON IS BASED IN PART ON THE ALTA COMMITMENT
FOR TITLE INSURANCE REPORT, ORDER NO. Q62006490-2, DATED MARCH 9, 2015
BY LAND TITLE GUARANTEE COMPANY.
2. THIS PROPERTY IS SUBJECT IN PART TO THE FOLLOWING:
(AS PER THE EXCEPTIONS LISTED ON THE ABOVE MENTIONED TITLE COMMITMENT)
A) RIGHT OF A PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM, SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES
HEREBY GRANTED, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY
THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT
RECORDED JUNE 16, 1894 IN BOOK 55 AT PAGE 45.
CA B) UTILITY EASEMENT AS GRANTED TO MOUNTAIN STATES TELEPHONE AND TELEGRAPH CO
IN INSTRUMENT RECORDED DECEMBER 11, 1929, IN BOOK 162 AT PAGE 172.
C) TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED APRIL 28, 1964 IN
BOOK 206 AT PAGE 560.
D) TERMS, CONDITIONS AND PROVISIONS OF EASEMENT RECORDED SEPTEMBER 01, 1988 IN
BOOK 572 AT PAGE 384.
3. BUILDING SETBACKS SHOWN SHOULD BE VERIFIED WITH THE CITY OF ASPEN PLANNING
AND BUILDING DEPARTMENT PRIOR TO ANY DESIGN OR CONSTRUCTION.
E
_ SURVEYOR'S CERTIFICATE:
�® "THE UNDERSIGNED HEREBY CERTIFIES TO LIBMAN DEVELOPMENT, LLC,
Kw A COLORADO LIMITED LIABILITY COMPANY AND THE CITY OF ASPEN
00 THAT THE IMPROVEMENT SURVEY TO WHICH THIS CERTIFICATE
o IS ATTACHED, PREPARED BY THE UNDERSIGNED, A PROFESSIONAL
LICENSED LAND SURVEYOR, WAS ACTUALLY MADE BY INSTRUMENT SURVEY
UPON THE GROUND; THE SURVEY AND THE INFORMATION, COURSES AND
DISTANCES SHOWN THEREIN, INCLUDING, WITHOUT LIMITATION, ALL SETBACK
AND YARD LINES, ARE CORRECT; THE SIZE AND LOCATION OF ALL BUILDINGS,
STRUCTURES AND IMPROVEMENTS ARE SHOWN, IF ANY".
u/i I FURTHER CERTIFY THAT SAID BUILDINGS, STRUCTURES AND IMPROVEMENTS
ON SAID PREMISES ON THIS DATE, MARCH 18, 2015, EXCEPT UTILITY
CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT
A_ AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED
-10 CP
_1 PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS
o ? INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY
U' EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT
AS NOTED. THE ERROR OF CLOSURE OF THE BOUNDARY SHOWN HEREON IS
LESS THAN 1/15,000.
DATED: / I� BY:
ROBERT C. HUTTON, PLS #24312
Cn
\\\ y.
PROPOSED LOT SPLIT��-H
8855 Z88& 8_ IMPROVEMENT & TOPOGRAPHIC SURVE
\ 189 %' R 8g�.1 \ l p
\ Q GRD \ I / / \ _ 1-1 cP�� 0 / (r GRD - - GRD .8_g86� - �c 85.2 h lb v /
\ �� 5e� \'ccam� , _ �� _ _ x/788 _ GRD P �5' ��� Q� /
P�O� \ ® ®7P 12 \R I // \�----__ \\��-- ORD _ ^� 788 c�F� /
gg + ;7888.
\GZ� GRD 3508 R I / �7 X78\� -- --- \\� GRp1 6.0 /
78 07 \ 1�25P7 \\ E>' 00 \ I 6»T �R�-\\____ �- - \\ \�� a�rn o
�pQ CL \\\ R \\ + O \\ 0 m , ' �68�EE ��-_�8R.7 \\� \\ 254.9 �1o8gs 4 \� r0w
\ \
;7890
880 6 C . \ C/) Lij\ + 7898.6 \ 177.70' � ?887. 7.3 EE \ \ _ PRUGE /BRUCE 000 0_
122.30' + \ I TREE ��� \ 6„TREE \ - - ( )� 6.TR;s ;788 REE 7886 - - - 000
\ \ 1-77.8�---E - _ 6»TR B
S 76"26'00" W 3.32' _ \ 8898 ---------61_76 6'00" E-------- ------
FND.5/8"YELLOW PLASTIC CAP p 7886MU
- - - - - - - - - _
CD ` GR ___ _ ---------------------____ __ - 0'M S� -�%Af GRD R
CITY OF ASPEN GOLF COURSE "TRICO" WITNESS CORNER 10.35' TO LOT CORNER �� _ _ + _ p 5 �, w -� LE M
1 0 cp OU A//v
Z5 -7 3 CHAPMAN CONDOMINIUMS HsE\9`' / i s 581�10o 013 o 8g6 7 NT
(PER PLAT BOOK 15 PAGE 91) / TRAN D
/
T
.7
OF THE LANDS OF HUTTON
AS DESCRIBED IN DEED RECORDED APRIL 19, 1994
IN BOOK 748 AT PAGE 396 AS RECEPTION #369310
ASSESSOR PARCEL #2735-12-200008
(725 CEMETERY LANE)
CITY OF ASPEN PITKIN COUNTY COLORADO
SCALE: 1" = 10'
ROBERT C. HUTTON
PROFESSIONAL LAND SURVEYOR
725 CEMETERY LANE
ASPEN, COLORADO 81611
(970) 544-9952
DATE: MARCH, 201'
SHEE"
JOBS/
S 76°26'00" W
81.00'
ADJACENT 2 -STORY DUPLEX
62
COR CORS'3 FND. CITY GPS MONUMENT #GPS -11(N) ELEV-7849.59' NAVD '881-01, FND. CITY GPS MONUMENT #GPS -10(N) ELEV=7871.92' NAVD '88
❑ N 36°51'49" W 1517.03' MEAS. BENCHMARK AND ELEVATION DATUM USED HERON
(N 36°01'17" W 1517.09' MARCIN/CITY)
FAIRWAY CONDOMINIUMS + m�
7
�, (PER PLAT BOOK 14 PAGE 28) CRD 2'8 wa,
° SP�O0 ❑ c9• p °� co
�Q CITY OF ASPEN GOLF COURSE Q �°78
Q C +' SPLIT RAIL FENCE �_� WOOD DECK W/ BOARD FENCE +ORD2.> o M(_)0 7
❑ ❑ ❑ S 76726'00w W z + 0 882 2
_ ONC
- �8 qSP O8 ASP 0 0 + >886 2 + 7gg- + 8s 8„gSP2�.�7I + 7885 78 ASP 17 �1� - - + SPLIT RAIL FENCE >„ p A�p ?3.0 X
SS 10"ASP - END ------------ 6�------1 � D 2 O C-- O ---- ASP /
�q (219 00' � 8 ' �7"
�cLl SS SS SS ) Sp--__ )12» ----�ASP - e2A 6
Fo3'd, LATERAL �� 8� SS FA88 SS 87-6z° - g� 87, 7 ASP �P C� c92
�N I �, \\ + ,�& SS c�p8�j�6 S 51 ----TSS 47 SS- Ep8 SS- E�p8jD3 SS Fp 868 p SS6 EF..86' 6\ SS SSPB �2p EP84'>6 EP84'Sg FA883 Fp�cS'� ��6
k NASPHALT PAVED DRIVEWAY I 7888 9 + 788 + 20� WIDE "NON-EXCLUSIVE EASEMENT" + \ \ \ \ SS 1 SS SS 9 788 S a-
q�� o / Pq o PA VE,
1 \ 7887 7 7887 + 7g + I I N T k ¢-SS SS
L�cpo P� / Aga E �� \ PA VE �o(PER BOOK 572 PAC P,4 PAVE'4 \\ PA \ ASPH�t.AB�ED [7RIVEWAY I o J
'c>' a8 ' w \ I � \ CIV w E IV I
/ k PJB `�e �'e - - - � lb w�'^ �� 60 \ I lb lb lz ` �° � Cd I Cl
I I - I 06"A � - - 07, 09 AS ET PK EP 87.80 09" 6� 87.2 \ 8a6• 4 ASPo / �gB41
�I SBLiT RAIL FENCE P qS O8" `b 07" o
❑_ ° i , ° ❑ ° ❑ ° P ASP IF G ASP Ep- �886.:� 5" PSP PLIT RAIL FENCE i GASP 05"q ' 5" PSP - 9S
o d> -� - �-6-ASF - ❑ ❑ ❑
g8g 7 �o oaC'cP� / G'�OcP� 6) 00� GO PNC 9 /+ TOP 8'2 T 8�8 + 78 7 FNC �- -- / T� / L- ®S 82.01 0
PNC 0 �'� o s I cP j + 78gs OP \ GRD \04 + / �� so / Ike m
0 o I �, \ \ T °E o m \ _ GRD 6. s0 I ORD 0 (/ + 788 3 / 7883 0 + RC2 0
`% 7 q8 \ // uWi \ - \ �� I GR / CRD >
- _\ / i -
_�C� ) + 7 x HUNT CREEK \ D c
\ \ RD 8.3 \ \ - _ \ x - - ;;685.20 RD + GR 82. > / I I I �, �l / \ r
T\v NA 7 8 \ \ \ \ CRD00
D / I I o� 6 „TRE / \
// \ I / n�l� / _ - , J / / / 9 X88 E
\ \ Q 7888-8 \ \ + 7887 / l cRDB'o /-j7884.00 �25' J \
\ 12 ASP \ CRD 6 + 7887 / l l RD + s83 SETBACK J o / o
+ 88 2 / G 7 / z / o
\ 78 8 \ TOE / D r-
\ 14 Asp + 788 \ / / _< C
GRD + \ \ q
FL 7.8 \ \ + ;788;7.,3
RD7 3 /� 7888 29.52' \ / l I 1 / B 8 4 r*1
788 \ 3
PL \ \ 1OP� l \ I \ \ U S,TR p E o
888 \ l + 7882.91 + X88 FC 8.7
1 6 ASP 1 \ / / + 7883 3 GRDG D 4.1 + _
op CRD I O 788 78 v
O• X78 �5" j9.1 \\ X�Q // I II \ v GRD .8 EC 83.2 e
O's L8.4 ASP \ �` / / I I ���
/ \ 78-8 - ------- ------_-- / / I I 7884.0 ` I �,i-- 7882. + 788 4 0
/&C TVPCON
GRD 9 78 ---------- I _
8 .4 7»8689. DK/ ` ` - - G l /l \ �E _ _ + 7883 6 a \ I �v �/ 8„TREE o ^
N NE O
\ AS o / �o l { 7g�5 CRD ^ c1 \ IT&C ?80
\ 0 1-888. fig. CRD + �/ FC 83S
� cry V g to
\ \ ST4 394' c �� ORG �� I \ )-�TB�GTv� - Of u
7 8. \ OOp 1 T&CTV I I 78 W
L 4 LOT 1 � D / /J� �R�4 EC 83.5 D
G,/ G + 7
` Cq / GRD 6.3 / / �i3 7 w ( - 83' 2 APPO + 7R8C ,3 l F-- O
\ NET AREA = 17,681± SQUARE FEET
w LE G 2
7 �� \\ GROSS AREA = 22,023± SQUARE FEET IQ9'VFR l3 wdOo g GRD ^`� +C 84.6 �- - - _
P 8 .6 \ 678 \ \ 14 4' q/ C6N y C 7883 Li a
1 j 89.6 \ + 7888 �` G 883.7 RD 4 7- 8g EC 9 >
6 3. -70
7888 7 88 5\ \ \ CRD CON 6 7 G EP 883.2 p 2 y LTJ \
PND •2 L + \\ 2- LEVEL RESIDENTIAL WOOD FRAMED HOUSE Ep83.6 G EP G F- / r \
O-\aV 01 „ \ 148ASP 9.\ \ ASP N / \ � / / !«.� 7884' \
D G a2 �\ ' +P8 4 HALT PAVED DRIVEWAY >\ , m / CL RD \
IV N.T.S.
�0, - - - -_05-- - v CO Qa M EC 8�. ( 8cp� \ cin
C:7 00 S TgACK \\ + 1-889 ^0 f 7 ��'�� �� \ /� \�
�° 890 '� Q \
a' I \ ORD == -� F • C 2NC 4 x e SS SS _ O z \
7 +
7890',Qo�6 ooC _ _ _OS ss 7 _ - - m ss I Ss
8.7 14 ASPS + 7897. '� ?' q��� S10 p v EP 83' S Y EP 83 S
2, k
L _- 66.56' DECK_NS ��F Opr1C P A pi Q
C �, E a m o m 7883 7 i- �a cP N
No = = �P�e oo D (PROPOSED LOT SPLIT LINE) Oa + 7 W -2"ASp N
�------`�------------ ----- eCK- ---- ----- "' E4o, --- 177.87' ___ �� PgVR.s �' -D 5
EP;78g02 N. \ �\ y o , ����� N 76'26'00" E 788,3_3 -e ------- /� "� T� `7 of
mac. --- - ---�
\ Q OT o `D Q x F CRD / a 7883 2-- -0 mO
y N \ \\ +
089-6 w TUg °J E / �8 / 12 SPRiIGE 001 O 3»
/ / z q
/ SP
o \ 5 T W1AS � PNC 9.0 + �' Cli �� Eq/ / / / i / l I 788 4 0
�� \ O�O�Q �� P / - - _ _ 4,s,VFR 2 7883.6 EP/ 3'4/ // // I I m cONC
Os \ ® �' 189 PS \ \ / / + 788 14888, 4�2 WO00 C 88 .6;1 45�+ PA VE 6 /l l + 78
ON / / GRD I >
7880 5 \\ c9"ASP6 i + 78 C 9.3 CL AT S 6� T PAVE \ \BALCONY 788 8 / / /, i + 7886 4 E
EP s \ "o �90 GRD 9 2 / / F Rtt P'Y4.2 DEC / CRD 6�D 5 E
= i\ 9�y,A /
/10"8
, T��� / / PAVE 883 /+ GR 85 3 / / - - - - - - I + '31,4
oSP E `` Cn
IRONWOODS CONDOMINIUMS /C % E? ° / \ 788 6
(PER PLAT BOOK 26 PAGE 17) CL 8g 3 1, + 78 / // // // ,/ ,/ + 7883 7 I I / / 2�_SPR rO sPR \\ I I CONC
`8 8 1 +� / PAVE0 8 C 84. / '7880g 5ASP EP
I I I \(l \ 7R 8A�387888TPE `\C
CLPqH 3 54 O+ D3. 9 +III I 57889 \�RI8 .4 3» ���'
78� x L6T 2 PA E �R / / \
\
\
\
W
EP .8
I X83.7 \ \ I I ASP
1 s�� NET AREA = 17 681± SQUARE FEE / / I \ P\ 1 \ \ + 78 I I I + 7884 0 /
84_3 \ ®78g3 7 \ \ \ \ \ ORD POND i I C 8 /
\ �� Pe I QO + I� I I \ EP \\ +pA 8 pK Ng1L \+G \4 5\ \ \ \ \ \ +p0 0 I II /
ASPHALT PAVING N FL 788
89.4 �O®7 II ��8 78 \\ ORD \\ I I , \12 COT 8 \ \� \ \+ 788
7 \GRD > I / W
0 \ x,891 � 68909 s„ASP6 \ \ co (ID
+ � I I \ EP 4.1 \ 83. \ 6 6 \
.S \ "A Sp So \ 07888,9 ` \ ASPHALT PAVED DRIVEWAY \ \-11,78861\ \ _ _ / 0.
78g1 -• �1. P` 78 \ � 4 „SP III \ + 7884 \ + \ \.N + /
EP 4 Os \\ j( 1° g \ S q& 7 \ \ \ \ UCE \+ 7886 8` \ \ CL Pq TFI \ PA �R. 8 \ Gf j �� I GRD
\ �g91Pc�P
789 ASSP1 \ \ \ \ \CL PATH` \ \ \ \ EP 3.9 \ 8
1-1
+��5 9 I + 78� 1/3 0
E \ 8 \ \ RD \ x I CONCQ 00 ASP
7(9
ASP 1 "A Sp 1891 5» 90 8 \ \ \ \ \ \ \ \ o cP
8 ASP
ASP \ \ \ \ \ ��
\ \ \ \ \ � �/ / � 5.7
\ ® 7�1 1 + \ \ \ \ \ \ \ 883.9 q� A LBOX
6"
�1 \ GRD \ \ \ \ \ 75 5 1 \ G Q P 8E.9 EP
g \ \ SPRDC gVE \
890. `;�,, Q \ E \ o
+ 7 C \ x aG' \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ EP 83, 8 �e� J / / / EP 85. FC85. 5 E 885.3
8 \ \
LEGEND
SSMH - SANITARY SEWER MANHOLE
CMP - CORRUGATED METAL PIPE
/ FL - FLOWLINE
LAT. LATERAL
FF - FINISHED FLOOR ELEVATION
EC - EDGE CONCRETE
EP - EDGE OF ASPHALT PAVEMENT
GRD. - GROUND
-T & E- - TELEPHONE & ELECTRICAL LINE v�
-G- - GAS LINE
° -W- - WATER LINE
CL _ CENTER LINE
-SS- SANITARY SEWER LINE oQ
1881.8 °
COR PNC
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
(Q�
SZl e �0 2`waell
r ki O Mount dr �� herr
nqm nView �. R G �011° on �r4
Stier1'���� Sn wvq2rt y Ct.
0 5%w
Aspe p2 in Z��o
Instit � z`,9•�
PROJECT Music F°a>c R 1
OCATION Tent s�
b Gillespi podck
w,�
Maroon &ee Rd•
g au, NO k n t
S
0
Bluebo t
moo•_ Doolitt e
ay
40
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ber75u mit St. Merl
U
ASPEN Ates pt e pI
VICINITY MAP Ut,
NOTES:
Nog SMUGGLER
i. THE SURVEY SHOWN HEREON IS BASED IN PART ON THE ALTA COMMITMENT
FOR TI LE INSURANCE REPORT. ORDER NO. Q62006490-2, DATED MARCH 9, 2015
BY LAND TITLE GUARANTEE COMPANY.
2. THIS PROPERTY IS SUBJECT IN PART TO THE FOLLOWING:
(AS PER THE EXCEPTIONS LISTED ON THE ABOVE MENTIONED TITLE COMMITMENT)
A) RIGHT OF A PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM, SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES
HEREBY GRANTED, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY
THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT
RECORDED JUNE 16, 1894 IN BOOK 55 AT PAGE 45.
B) UTILITY EASEMENT AS GRANTED TO MOUNTAIN STATES TELEPHONE AND TELEGRAPH CO
IN INSTRUMENT RECORDED DECEMBER 11, 1929, IN BOOK 162 AT PAGE 172.
C) TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED APRIL 28, 1964 IN
BOOK 206 AT PAGE 560.
D) TERMS, CONDITIONS AND PROVISIONS OF EASEMENT RECORDED SEPTEMBER 01, 1988 IN
BOOK 572 AT PAGE 384.
3. BUILDING SETBACKS SHOWN SHOULD BE VERIFIED WITH THE CITY OF ASPEN PLANNING
AND BUILDING DEPARTMENT PRIOR TO ANY DESIGN OR CONSTRUCTION.
E _ EM SURVEYOR'S CERTIFICATE:
® "THE UNDERSIGNED HEREBY CERTIFIES TO LIBMAN DEVELOPMENT, LLC,
K� A COLORADO LIMITED LIABILITY COMPANY AND THE CITY OF ASPEN
00 THAT THE IMPROVEMENT SURVEY TO WHICH THIS CERTIFICATE
O IS ATTACHED, PREPARED BY THE UNDERSIGNED, A PROFESSIONAL
LICENSED LAND SURVEYOR, WAS ACTUALLY MADE BY INSTRUMENT SURVEY
UPON THE GROUND; THE SURVEY AND THE INFORMATION, COURSES AND
DISTANCES SHOWN THEREIN, INCLUDING, WITHOUT LIMITATION, ALL SETBACK
AND YARD LINES, ARE CORRECT; THE SIZE AND LOCATION OF ALL BUILDINGS,
STRUCTURES AND IMPROVEMENTS ARE SHOWN, IF ANY",
I FURTHER CERTIFY THAT SAID BUILDINGS, STRUCTURES AND IMPROVEMENTS
ON SAID PREMISES ON THIS DATE, MARCH 18, 2015, EXCEPT UTILITY
CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT
k AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED
PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS
a� INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY
w EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT
AS NOTED. THE ERROR OF CLOSURE OF THE BOUNDARY SHOWN HEREON IS
LESS THAN 1/15,000. '+
DATED: BY:
ROBERT C. HUTTON, PLS #2431.2 j
��c
..x.5.6 .?
CRD \ \ \ \ \ \ SyF� / ➢ - - - j
118
lb 4.8
S{
7891.9 \ \ ' 888 1 I \ \ �) / E o / QO \
+ \ RU �8s -, -_ __ ^� 78g5 x `\ PROPOSED LUT SPLIT
CRD % 5 SP
C \ EC 8 /
\\ O 12 sro ORo��1 / + 7885 s 7885 /
GRD 85.2 �� �� > IMPROVEMENT & TOPOGRAPHIC SURVEY
\ ®1�� 5Pe .,SP,�-� 12,� / ' _ ` ±/7884 ` CRD m ��� e � /
®78gR // \\---____ `�� \\----- CRD 9 _ +7 z / OF THE LANDS OF HUTTON
GRD S,S I / ORD - 886.0 I / AS DESCRIBED IN DEED RECORDED
�6g _ DED APRIL 19, 1994
\ _ _
�- �s" ` � \TREE � - , _ _ - - - - - � � �-� / I N BOOK 748 AT PAGE 396 AS RECEPTION ECEPTION #369310
�Q ° C 8 0.7 ` \ 12"SA\ �" EE E \ \ \ o �' m \ \ - - - - - -
\ `\ p \ o m �s88j3 _ _ ®>8g6.7 `\�>884 788 ASSESSOR PARCEL #2735-12-200008
+ \\ \ +6 TRE6 0 \\ Cl)w, + 788.6 ` 177.70' 67,887.5 TREE 0x8873 �6'\REE\ �\, \ 12"SPRUCE ' SSR` CE I � (725 CEMETERY LANE)
122.30' \ I E ^`b�0 \ \ \ 6"TREE \ ` - - - - -7��. - TREE - - - - REE \ 6 886. - - -
R 8 - - - - - - - - - - 00o CITY OF ASPEN PITKIN COUNTY
F-
S 76°26'00" w COLORADO
3.32 D \ �Sa9g--------N 76M'00" E _______ ------ _ --___- �M TOP SCALE: 1" = 10�
FVD.5/8"YELLOW PLASTIC CAP - - - - - - - - - - - --_- - - - _ ` - - - �I� / O 7886 StijDG DATE: MARCH, 2015
RICO" WITNESS CORNER 10.35' TO LOT CORNER o ___--------------------- -
CITY OF ASPEN GOLF COURSE - ���°� 3 --- `7s \ 16��50' �o w GRD GLER M°U ROBERT C. HUTTON
NTA/ PROFESSIONAL LAND SURVEYOR
z sJ CHAPMAN CONDOMINIUMS NSE9�� / / s a1� o� 88s7 N 725 CEMETERY LANE
(PER PLAT BOOK 15 PAGE 91) TRnN D ASPEN, COLORADO 81611
86.7 970 544-9952
SHEET 1 OF 1
JOB# 104 -CEM