HomeMy WebLinkAboutFile Documents.993 Moore Dr.0322.2017 (14).ARBK NORTH SILVA CELL ZONING COMPLIANCE
- - - _ ^\\= \ 4"OUTLET 836i11' LOT 7, BLOCK G, THE MOORE FAMILY PUD, A PLANNED UNIT
/ ___L_ _ =390- _ - \ DEVELOPMENT ACCORDING TO THE PLAT THEREOF
/
_ _ _ _ N RECORDED AUGUST 10, 1998 IN PLAT BOOK 45 AT PAGE 81
S'LV \ \ \
2A3X N \ \ AND THE THIRD AMENDED FINAL PLAT OF LOT 7, BLOCK G
/ 6"S ,D88$.A4 N N \ \ \ RECORDED DECEMBER 19, 2017 IN PLAT BOOK 120 AT PAGE 72
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
7 / ELEC. /// d �. \ \ \ \ \ \ I
7 STUB /( POOL ° \ \ \ 1 1 \ \ \ \ \
. /
I
/ / /. / g3gA�/ - -v a 4, a \ \ \ I R8408zh� \\ \ \ GRAPHIC SCALE
/ a - ° ° d ° I j IN FEET)
/ 9"STORM DRAIN / a CO ATWE 4 - I 1 inch= 100 ft.
/ RIM 8393 87 - a Q. a ▪d ° P 1 3 ' ' / PROPERTY DESCRIPTION
/ II8 839910: \
II E:839L10' - 4 4 d a 528 / f I / LOT 7,BLOCK G,THE MOORE FAMILY PUD,A PLANNED UNIT DEVELOPMENT \
IONE:8389.27: 6 4 a - - -4 a
I ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 10,1998 IN PLAT
4 a - a l4 5' BOOK 45 AT PAGE 81 AND THE THIRD AMENDED FINAL PLAT OF LOT 7,BLOCK S 89°56'17"E 409.25'
QCIDGE B a 4 I G RECORDED DECEMBER 19,2017 M PLAT BOOK 120 AT PAGE 72,CITY OE \
4 - / I/ / ASPEN,COUNTY OF PITKIN,STATE OF COLORADO. 1
/ �8408 17 4 a d a
° / " I \ \
/ / B� �- _- d COLUMN' d 107' a.3' / NOTES'
/ / /3 G 4 4 r 33' / /// / I)THIS PROPERTY IS SUBJECT TO RESERVATIONS,RESTRICTIONS, // I
/ \/ O - 4 d I COVENANTS,BUILDING SETBACKS AND EASEMENTS OF RECORD,OR IN
--/ / / I PLACE.THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE /
/ a 25.9' / / / COMMITMENT THEREFORE,EXCEPTIONS TO TITLE THAT MAY AFFECT THE I
/ / / / a a4 - / 3 / SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY PEAK SURVEYING, / I
/ W
a 4 LOT 7-BLOCK G w INC. / /N
CONCRETE 933 MOORE DRIVE / ": /
' -- \ PAD 1 a MULTI-LEVEL �•� // 2)THE DATE OF THIS SURVEY WAS NOVEMHER 17,DECEMBER 04,2020, / o / �n
° METAL FRAME HOUSE RIDGE D / JANUARY 15,AND FEBRUARY 24,2021. p N
/ - F.F. 8413.14' N/
`/� -8397- 1 - 4_a d 72 8394.94' / J / BETWEEN
BASIS NFBEARINGS FOR THIS SURVEY POINTIS OF L BEARING K ,A#5'REB
AR
T \ I - -' / J / AND AP P.L.S.S.WESTERLY030 FOUND IN PLACES AND THE SOUTHWESTERLY
VAULT 328' I CORNER OF LOT 7,BLOCK G,Ak5REBAR&CAPP.L.S.F29030 FOUND IN /
' 7 T // / /I / PLACE. //
CONCRETE
a / /I / /
a 4 4)UNITS OF MEASURE FOR ALL DIMENSIONS BHOWN HEREON IS U.B. / N LOT 7-BLOCK G I
ASPHALT WALL 150' ROCK / / 1 SURVEY FEET. / / 933 MOORE DRIVE
\ I DRIVEWAY 4"VENT / BORDEIS/ / / // / / SEE DETAIL
ELEC. •"STORM GRATE / /// I /
[___
/ //I 5)THIS SURVEY IS BASED ON THE MOORE FAMILY P.U.D.FINAL PLAT -
RECORDEDAUGUST10,1998 ON PLAT BOOK 45 AT PAGE 8I AND THE THIRD RI �11
p°/.�. RIM.8394.89' a / / / AMENDED FINAL PLAT OF LOT 7,BLOCK G RECORDED DECEMBER 19,2017 r
\ 9G TE .* DRAIN
� IOW:839040' / INPLATHOOK120ATPAGE72MTHEPITIONCOUNTYCLERKAND ____J
• 4 �▪, / / / / / _ _'J n6)ELEVATIONSAREBASEDONANELEVATIONPROVHJEDBYOTHERSOF/\_ RIM. CONCRETE mGEE N
RIM:8395.18' - .d a' (�• 407.32' /
/ v' TORM DRAIN - II S.83 .10 15.7' N
/ I e / I I I / N 86°42'S1"W
/ d RIM:8395. •
II E:8391.10' 0
H S:83 2' IO W:8391.09' 1 467.21'
a / •
IZ'E:83 59' yAG(B .0 M - I I I I 330 e 30
\ / 1 ION: 90.54' °, r �' RIDGE BO J-ROCKER V
a , i • o 6412.42' 11 I I I I �z y 'ng
/ �� \ I - a \ \ 10"' r0� vI \ I � ✓' AS-BUILT SURVEY CERTIFICATION STATEMENT:
4 111% U 7 8' 2
\N I \ I a' 4 aI D VEWAY a ,0 •6'STORM DRAM �� �)I '''''''"I
\ `�
m
\ ` ` RIM 8394 71 F84%•. I I ('1 I,THE UNDERSIGNED REGISTERED LAND SURVEYOR,HEREBY CERTIFY THAT THE ELEVATIONS,
\ \ \ a �° a °v 6"SRO 8 RA r II E 839148 F F 1` I RIDGE 1 I SI6"OUCTLE IaGRADING AND DRAINAGE FEATURES SHOWN ON THE PROPERTY DESCRIBED AS:LOT 7,BLOCK
Y• d$QQIII 8395.E 'P W 270 90 E G,THE MOORE FAMILY PUD,A PLANNED UNIT DEVELOPMENT ACCORDING TO THE PLAT
IO NW:8391.,:' THEREOF RECORDED AUGUST 10,1998 IN PLAT BOOK 45 AT PAGE 81 AND THE THIRD AMENDED
8394.96' 1 �8907.; �375.1 I FINAL PLAT OF LOT 7,BLOCK G RECORDED DECEMBER 19,2017 IN PLAT BOOK 120 AT PAGE 72,
\\ \ I\ a I N:8394.12' 'a • 4 4 , d _I 2 4 I / \
O{I�\ WERE DEVELOPED FROM SURVEYING THE PROPERTY ON THE DATE OF NOVEMBER 17,
\ 4 ` 9"ST IM:DRAIN ` ,,, 1 I I I DECEMBER 04,2020,JANU RI l5,AND FEBRUARY 24,2021 AND ACCURATELY DEPICT THE
I d * YH S 8394 79' ELEVATIONS EXISTING DURING THE SURVEY THE ELEVATIONS MAY CHANGE SUBSEQUENT TO
\ 4 o- d 2;"` H S.839]79' Z 0'7 _J I 240 120 THE SURVEY DUE TO SUBSIDENCE,UPHEAVAL,EROSION ACTS OF MANOR OTHER PACTORS.
\ \a A a - \ , _ v JO W.Sv391.65' 1 I 1 1 I \ I THEREFORE THIS CERTIFICATE MAY NOT ACCURATELY DEPICT ELEVATIONS,GRADING AND
\ DRAINAGE PATTERN AFTER THE DATE OF THE SURVEY.EASEMENTS ARE SHOWN PER THE PLAT
1 \ a UNLESS NOTED OTHERWISE.NO PART OF THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN AS
DEFINED BY FEMA,EXCEPT AS NOTED.ERROR OF CLOSURE FOR THIS IMPROVEMENT SURVEY
I \\ 4 a 4. d a 14, ,=•,jUe1, a. N 1 I 1 I \ \ \ I 210 150 PLAT IS LESS THAN 115,000.
\ �+\ g4YVA 5 4 1
\5I� \\ \ w d a /O• NCEWTEY v �. m72
I I I I \ 1 180 t/'/,,,,
I\\ 4 °ad :"STORM DRAIN a •.7 1?-, \ l A4�''' '�N _\
\\ �° - "a RN,8395 87'a 4 d ( COLU I I BY F SON R.Si y DATE MARCH 05,2021
\\ a QIoa394.99' 4 TYR.)� \ \ ` GRAPHIC SCALE
I-----\- \ a I a v\.. v I \ 10 w N F o
a a F.F. v J 1 ` SURVEYIN MC., Q
\ \� \v. a 4 a ° \ a 8394.88' ;N:CA'
\GqH07.3�\ \ \` ! E._ 6A
\1\\ \\ \ d ,.I d d. a. ° d. d d1l \\ 84\ \\ F[ \ ) ♦ N...... �/1/,"yy • a v \\\ IN FEET
4.------'
\ 2 6"STORM DRAIN ) n MECHANICAL CRETE \ \ �,,A 1 ]Itch= 10 ft. ♦-•i
RIM:8394.77 ROOM II:8 76.97'"r �,, IOS:8392 85 I0:83 5'� \ °° a4 4 a 1 < RDcec� °N E\ ZONING HEIGHT PLAN
\ \ \ 4 \ 8412.47' ATi�LL G \
I I \�\ \ \ -• \\ / zA3 \111; N ` a \ \ ELEVATION ELEVATION OF ELEVATION OF AS-BUILT ELEVATION MOST ROOF HEIGHT OVER ACTUAL ROOF HEIGHT AS-BUILT
V �8q \ �I -°\ \ LABEL EXISTING GRADE FINISHED GRADE OF GRADE BELOW RESTRICTIVE TOPOGRAPHY OVER MOST RESTRICTIVE HEIGHTS
I \ �� \/\\\�� / 4"S ORM DQAM w / 'II - T 83gs\
I �\ \ \ �� -_-_:---1-
: oRm.8D T, i^ A 8397.2' 8395.0' 8394.72' FINISHED 8413.28' 18.08' 8413.08'
\ \ • \ �� ]o s:s39.85' �' ��� B^Pv (� \ \\ \\ I B 8395.5' 8395.0' 8394.63' FINISHED 8408.28' 13.17' 8408.17'
\ ==` �� ,u\ 3.48i #/, N 9"STORM G TE \ \ �\ C 8388.0' 8388.0' 8389.48' FINISHED 8408.28' 20.19' 8408.19'
RIM:83 os D 8386.1' 8386.0' 8387.07' FINISHED 8413.28' 27.14' 8413.14'
�8405� =' \ 1 AS 'ST�RbI GRATE IO S:839 11'
AS.
\ :839z 3'� \ la \ E 8384.6' 8385.0' 8385.09' EXISTING 8407.57' 22.72' 8407.32'
I ` RETAIN � 24"STO�.�RAM 8390�
�a39.54' �rmS.T 95.20'� ,. F 8388.9' 8395.0' 8394.38' EXISTING 8412.58' 23.52' 8412.42'
\ \WALL HN:bLQ2.54' I
]o:a3n3Z2' I: �10' V \V� G 8393.0' 8395.0' 8395.11' EXISTING 8412.58' 19.47' 8412.47'
I V A IC,8392V6„ I H 8383.0' 8383.5' 8384.16' EXISTING 8407.57' 24.34' 8407.34'
1
LINE TABLE \ �� N N I J 8379.8' 8383.3' 8384.52' EXISTING 8407.57' 27.53' 8407.33'
LINE# BEARING DISTANCE \\ 8'�� 18"STORM CRATE
\ RIM:6393.96' surveying, Drawn By. NO. Date Revision
LI N20°40'44"W 30.00 \ II NW:8391.27: D 4eak Y g' loc. JG By
Project NO.
LH ASPEN,LLC.
II N:8391.55:
IO E:8390.40' Checked By: CITY OF ASPEN,COLORADO 18066
CURVE TABLE 5- fr. P.O.Box 1746
Phone
CO sI050
CURVE# ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH Phone(970)625-1954 Oslo: JItN ZONING COMPLIANCE
i i Fax(970)579-7150 LOT 7,BLK G,MOORE FAMILY PUD
CI 56.81 130.00 25°02'19" N02819'12"E 56.36 - MARCH 05,2021
NOTICE:ACCORDING TO COLORADO LAW,YOU MUST COMMENCE ANY LEGAL ACTION - WWW peaksH vey nginc.com BASED UPON ANY DEFECT IN TIES SURVEY WITHIN THREE YEARS AFTER YOU FIRST CorPvBrFile: 993 MOORE DRIVE
IN C2 50.74 160.00 18°10'17" N51°v'4F'E 50.53 - - 1 OF 1
CERTIFICATION 0. THAN TEN 8 FROM THE FAE08 as Est. 2001 066-ASBUILT