HomeMy WebLinkAboutFile Documents.124 W Hallam St.0025.2017 (58).ARBK J`1 ZONING COMPLIANCE 0 ` \ o µR �t
LOT 2, NOLAN LOT SPLIT 1 '
N ACCORDING TO THE PLAT RECORDED JULY 12, 1999 IN PLAT BOOK 50 AT PAGE 42 ,.Q ,�, 7Nil
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CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO ,�1\., ASPEN �� w°,„,s,rr `
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W 270 A 90 E VICINITY MAP
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45 REBAR&CAP J / ------------s etre
240 120 L.S.#JLLE 2 G \-- SS Rkke
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NEW ELEC.\I TRANSFORMER \ \ *\\ss ��\\Ruth
210 150
180 / v 5 r n EX,
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INLET ���.l�Y+�fN•S,'slp09j T�NC Rq \\\p
RIM=7868.': / iw ,`,., �l�l.a' E - H,, Pe
GRAPHIC SCALE / MV=7665.79'
s �o ao /��Z �r a •-��1 Wv Gi si� �
,� - 11 /Mil 11
_C 7900.77'• :ilt° FENCE I
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nIN FEET) / ,` /]912..' -� a/ C \/` ��"��c�
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1 inch= 10 ft. - // DO ---- C n-1
/�1236
f STONE
J � PATIO � TRENCH DRAIN
=7886.85'
tid ,7/71 7V� / /��� �f � ��. � �� PROPERTY DESCRIPTION
LOT 2,NOLAN LOT SPLIT ACCORDING TO THE PLAT RECORDED JULY 12,1999 IN PLAT BOOK 50
' ^ / / F�• AT PAGE 42,CITY OF ASPEN,COUNTY OF PITKIN,STATE OF COLORADO.
LLO1INLET !RIn�7 ' �2 NOLAN LOT SPLR PLAT HK 50 PG 42 � /(� a//y//f((/ �%�ft/ 134 W.HALLAM ��.y x!` Il�i��/fi ' i�/�� INLET'+ I RIM 7888.98� . ° a1 ��l{lYi/'��� �4� nw 7ess.9z'
r �••' I � ���� �+ / 3 awl O
HATCH LEGEND LINE TYPE LEGEND / _ nL IDG �i 7e s 7s
l / TR T C DRAIN TAR ��/r CONCRETE WALK
BOUNDARY INV=788446 \ PLANTER RIDGE l3
IN 7888 32'. `ti' i Atir,
Ile STONE WALL ZwA ILL,LL SOD // I38'e, 2b S : NOTES.
`fq'
ADJ.BOUNDARY •
1 N RIDGE 8 4Ipf , / 7912 50
EASEMENT $ ry STONE fi ?S O.' 0 1)THIS PROPERTY IS SUBJECT TO RESERVATIONS,RESTRICTIONS,COVENANTS,BUILDING
< CONCRETE -3 ]90124' 5.60' �y --'- �I PATIO SETBACKS AND EASEMENTS OF RECORD,OR IN PLACE.THIS SURVEY WAS PREPARED WITHOUT
STORM SEWER $ \ THE BENEFIT OF A TITLE COMMITMENT THEREFORE,EXCEPTIONS TO TITLE THAT MAY AFFECT
■ ELECTRIC •/��,/ , �` $ THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY PEAK SURVEYING,INC.
ASPHALT EDGE OF ROAD / '� _�'�RLNCH DIJG'-r
100YR FLOODPLAM /
1*I CATCHgA - TRENCH DRAM 2)THE DATE OF THIS SURVEY WAS NOVEMBER 12,2019,IANUARY 21 AND 29,2020.
SYMBOL LEGEND /l RIM 7R y III RIM=C888.86'
PVC DRAIN LINE / / / �/r�/° / INV 78 ,1 _// MV=7888.43 )
TELEPHONE Ah '(l �- ,[iI C 3 BASIS OF HEARINGS FOR THIS SURVEY IDE BEARING OF S75°09'11 EBETWEEN THE
ELEC.METER ® n Valli -• TCH SOUTHWESTERLY CORNER OF LOT 1,A 45 REBAR&CAP L.S.=ILLEGBLE,2'W.C.FOUND IN
CABLE TV WATER SHUT OFF GASLINE :.'r%Jl I0 / at., 11 \ E / •SIN PLACE AND THE SOUTHEASTERLY CORNER OF LOT 1,A 45 REBAR&CAP L.S.416129,2 W.C.
GAS METER J] DECI Q / / I FOUND IN PLACE.
FIBER OPTIC PATIO
IRRIGATION VALVE ® / 2 ��,' / • 4 - /Itelf� LOTS O-S
TELEPHONE �, y ' 1--- BLOCK 56 4)UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S.SURVEY FEET.
FOUND MONUMENT ® SEWER LINE W/
SET MONUMENT WATER LINE �l I/ / LOT 2 1- / / / 5)THIS SURVEY IS BASED ON THE NOLAN LOT SPLIT RECORDED JULY 12,1999 IN PLAT BOOK 50
ELEC.TRANS. L °'n NOLAN.Lb PEI 4 AT PAGE 42 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN
44
SEWER MANHOLE ® PLAT 50 FO4 �� ('1��� `� 3 PLACE.
SPOT ELEVATIONS 0000.00' Z L TW TORY WOOD / INLET
AIR COND.UNIT O / AT E&STEEL F E / 'E RIM-7888.61' p 6)ELEVATIONS SHOWN ARE BASED ON AN ELEVATION OF 7889.39'ON THE 2'W.C.TO THE
0 HQ E•{LITH BAS ENT , O/ i
=7885.07' SOUTHWESTERLY CORNER OF LOT 2 AS SHOWN.THIS ELEVATION WAS SUPPLIED BY THE
STORM DRAIN 0 ELEC. UTLOOK Q IYI HALL RE\ / '2D89` H PREVIOUS SURVEYOR TO PSI AND USED BY THE ARCHITECT FOR PREPARATION OF PLANS.
^V/ CONTOUR INTERVAL EQUALSIFOOT.
STREETCABLE TLIGHTT 11 \ D ytfl p-j�' l �7\0 lj''T 7)ERROR M CLOSURE FOR THIS SURVEY IS LESS THAN 1:15,000.
C \ lisisi
5, / ).../ .._____/
I ` 0 8)THIS SITE WAS UNDER CONSTRUCTION AT THE TIME OF FIELD SURVEY.
.5
BP ��y(///� /
LEGIBLE \ \ / �_ �0`\2'W.C. BA$ INLET �� 1),y0, S,
S op.,- RIM=7889.40' `� �P� -/ /
`�NGS I INV=7883.84' ` . /
/ 3 fl�aw
/ / 'R AS-BUILT SURVEY CERTIFICATION STATEMENT:
')S"09'll„ S \\ DRYWELL 6'DIA. I,THE UNDERSIGNED REGISTERED LAND SURVEYOR,HEREBY CERTIFY THAT THE ELEVATIONS,
#5 REBAR&CAP 3 E iiiiiy4s---__
Itio•' ` ' 1� ,78867160'9 GRADING AND DRAINAGE FEATURES SHOWN ON THE PROPERTY DESCRIBED AS:LOT 2,NOLAN
LOT SPLIT ACCORDING TO THE PLAT RECORDED JULY 12,1999 IN PLAT BOOK 50 AT PAGE 42
L.S.#16129-2'W.C. r INV WEST=7882.SD' WERE DEVELOPED FROM SURVEYING THE PROPERTY ON THE DATE OF NOVEMBER 12,2019,
TBM=7889.39' PER DUS 60'02�,`l RW EAST=7884.37' JANUARY 21 AND 29,2020 AND ACCURATELY DEPICT THE ELEVATIONS EXISTING DURING THE
•NCRETE WALK `/I (30 MIL PVC LINER SURVEY.THE ELEVATIONS MAY CHANGE SUBSEQUENT TO THE SURVEY DUE TO SUBSIDENCE,
ELT) INSTALLED AROUND UPHEAVAL,EROSION,ACTS OF MAN OR OTHER FACTORS.THEREFORE,THIS CERTIFICATE MAY
83 S.F t � / 2i.1, THE WESTERLY OF NOT ACCURATELY DEPICT ELEVATIONS,GRADING AND DRAINAGE PATTERN AFTER THE DATE
d 3 R-O-W f�/ .) DRYWELL) OF THE SURVEY.EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED OTHERWISE.NO PART
k5 REHEAR&CAP OF THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN AS DEFINED BY FEMA,EXCEPT AS NOTED.
ZONING HEIGHT PLAN ��A L.S.437935 SET ERROR OF CLOSURE FOR THIS IMPROVEMENT SURVEY PLAT IS LESS THAN 1:15,000.
ELEVATION ELEVATION OF ELEVATION OF AS-BUILT ELEVATION MOST ROOF HEIGHT OVER ACTUAL ROOF HEIGHT AS-BUILT CONCl(E �e o I'✓ \ pars••"� ,
LABEL NATURAL GRADE PROPOSED GRADE OF GRADE BELOW RESTRICTIVE TOPOGRAPHY OVER MOST RESTRICTIVE HEIGHTS CONE,,,,,_
ft m - fA ,(�
1 7889.00' 7889.00' 7888.70' FINISHED 7902.00' 12.07' 7900.77' &GUI,1,ER ' / 3�� fQ4ff S`0�1 =
2 7889.00' 7889.00' 7888.70' FINISHED 7912.50' 23.32' 7912.02' 0I iry BY: - S DATE: 02/13/2020
3 7889.08' 7889.00' 7888.60' FINISHED 7913.00' 23.76' 7912.36' D SONE.. IL P.L•. O',3711.
4 7889.12' 7889.00' 7888.50' FINISHED 7913.00' 23.86' 7912.36' /AN I 1 ,=,••OF
5 7889.17' 7889.00' 7888.40' FINISHED 7911.00' 22.36' 7910.76' wl I" _•• SURVEYIN,INC_,'f�
6 7889.25' 7889.00' 7888.20' FINISHED 7912.50' 24.25' 7912.45' C',, _yJ f�f
7 7889.31' 7889.50' 7888.60' FINISHED 7901.98' 13.72' 7902.32' �I '4'41 1.AO S/aaaf
8 7889.33' 7889.00' 7888.74' FINISHED 7901.67' 12.50' 7901.24' ,,,rriarp
9 7889.31' 7889.00' 7888.74' FINISHED 7901.00' 12.17' 7900.91'
10 7889.25' 7889.00' 7888.85' FINISHED 7913.00' 23.51' 7912.36'
II 7889.23' 7889.00' 7888.94' FINISHED 7913.00' 23.42' 7912.36'
12 7889.21' 7889.00' 7889.00' FINISHED 7914.00' 24.86' 7913.86'
13 7889.25' 7889.00' 7888.96' FINISHED 7912.50' 23.54' 7912.50'
14 7889.12' 7889.00' 7888.90' FINISHED 7914.00' 24.97' 7913.87'
15 7889.00' 7889.00' 7888.98' FINISHED 7912.50' 23.53' 7912.51' ki` 4. DrawaBy: NO. Date Revision
16 7889.00' 7889.00' 7888.96' FINISHED 7914.00' 24.91' 7913.87' lRN By Project NO.
17 7889.00' 7889.00' 7888.90' FINISHED 7914.00' 24.96' 7913.86' 1 02/13/20 ADD ARCH ROOF BACKGROUND JRN 308 ASPEN HOLDINGS CO,LLC.
18 7889.00' 7889.00' 7888.90' FINISHED 7914.00' 24.96' 7913.86' ��41� Checked By: CITY OF ASPEN,COLORADO 17071
19 7889.08' 7889.00' 7888.96' FINISHED 7911.00' 22.01' 7910.97' P.O.BOx 1746
20 7889.12' 7889.00' 7888.90' FINISHED 7914.00' 24.97' 7913.87' Rifle,CO 81650 'HEN ZONING COMPLIANCE
Phone(970)625-1954 Dale:
Fax(970)579-7150 FEBRUARY 03,2020 LOT 2,NOLAN LOT SPLIT
NOTICE ACCORDING TO COLORADO LAW,YOU MIST COMMENCE ANY LEGAL.ACTION www.peaksDrveyinginc.com LompmerFile: 124 W HALLAM STREET
BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AMR YOU FIRST DISCOVER SUCH DEFECT IN NO EVENT MAY ANY ACTION 1 OF 1
THIS SURVEYBECOw0ENCSON. THAN TEN YEARS FROM THEDAEEOPTHE J Since 2001 'A' 071-ASB