HomeMy WebLinkAboutMaster Permit.1015 Waters Ave.0204.2019 (23).ARBK HEIGHT OVER TOPOGRAPHY
BLOCK 41, LOTS D AND E, EAST ASPEN TRADITIONAL TOWNSITE
COUNTY OF PITKIN, STATE OF COLORADO
1015 WATERS AVENUE, ASPEN
City of Aspen a,
GPS-1 (NAND 88) I'lla ter-S
1 AVe
n
s Ue
City of Aspen F Edge of
GPS-2 (NAVD 88) s o4zpa , Asphalt
�� 4,
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-----\\ I8865 ---__
Found No.5 Rebar \\\--
with l-1/4"Red Plastic Ca• _ 4'
(illegible)Elev.7957.58 ��O
.
IMF
arm Found No.5 Rebar with
Utility / -_ // �1-1/4"Red Plastic Cap
Pedestals 1 I 111.......4 ' LS No.33638
w ,r F
25.33" •e� kq 1 1�I \\\orthwe t?Co ,vith 1 1/4.
N ySOy.\Z lot p' Iz0.0'fro is o io
!/ - L1> �A6 m 1 inch= 10 ft.
/• Tay ttliLlil.g�#2) sat,ray Found No.s Rebar ^eia r 14 . U.S.SURVEY FEET USED
PI E1719s84�.48 with 1 1/4'Red Plastic Cap gJ
0 P.)Z A5I I ! (illegible)
0 1 .3' /I• : �1y�� Bears SOS"16'09"W 2.18'
Lot C 10,Ob' /' -
Setback yi --Mid Point of Slope(#3)
VA�7rf Field EL=7986.57' a:
7961.54 986.67' I
Per Z-205
/ Dated 11/12/19 ��� i
•
Mid Point of slope(#1( / � 00 PROPERTY DESCRIPTION
f`tl Field El.7985.99' / N BLOCK 41,LOTS D AND E,
/ Plan EL-7986.20'_ / 0'
/ / Per z-2o1 0 EAST ASPEN TRADITIONAL TOWNSITE,
,C)) / / Dated 11/12/79�_ / f ACCORDING TO THE PLAT THEREOF,
P / / L: -I-/ RECORDED IN DITCH BOOK 2A,PAGE 252 AS RECEPTION NO.108353.
0 / //
� CITY OF ASPEN
/ / COUNTY OF PITKIN
/ 7963.91 %-- aback Lot F STATE OF COLORADO
. 7965.11 /
/ Mid Point of Slope(#6) 1—
/ Field EI=7987.35' 1_ ,
/-_
Plan E1.7987.71' 11—�
Per z-205 MEN NOTES
�/ Mid Point of Slope(#4) Dated 11/12/19 ����38�
/ Field E1.=7988.70' lrl
/ Plan EI=7986.78' / --* /MMi 00 1.)THE DATE OF THE FIELD SURVEY WAS MAY 28,2020 AND UPDATED JUNE 17,2021.
Z Per -205 / Mid Point of Slope(#7) II !
/ Dated 11/12/19 / Field E1=7988.70' 1111MM ' 10,, 2.)THIS PROPERTY IS SUBJECT TO EASEMENTS,RIGHTS OF WAY AND/OR REQUIREMENTS AS NOTED OR SHOWN IN
/ Plan El.7988.70' 1` B' THE RECORDS OF THE PITKIN COUNTY CLERK&RECORDER.
N r\ / Per Z-205 1�
yyy��� _ / Dated 11/12/19 /1= 3.)ELEVATIONS ARE BASED UPON CITY OF ASPEN BENCHMARK GPS 1(NAVD 88).
<2/ \�7967.43 / 11
I
10.00' INM.
N Ditch Mid Point of Slope(#5) iiiiii t' L
Easement\ / Field El.7986.92' moms SURVEYOR'S CERTIFICATE
\(Hatched Area) 7968.81 Plan E1=7986.58' __N__
\ ,Vteceptlon No. / Per Z-205 1—ill
'. 656290 4i Dated 11/12/19 mw 1m�- I,SCOTT R.BLACKARD,DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND
��\ SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO,AND THAT
\ =� ! 0.8'Wide THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE.
Found No.5 Rebar # / / ! Concrete/Stucco
with 1-1/4"Aluminum Cap \/4 \ x tI / _ Retaining Wall ,t
OIL
t1
(illegible) / t.33' 962.7 `vim UC H �1
\ �'� / Setback ' SCOTT R.BLACKARD P.L.S.38342 1-__ ~S' t
00; email:sblackard1l@gmail.com slit. 342 ei
�� (' ��® ,i F 6/18/21 J,i
i'1,-AL`LADS -
1-1/4"Aluminum Disk \\
LS No.33638
Drain Inlet
ON SURIVp.J„
0ti;° oo JOB NO: 19052
DITCH ESMT, LINE TABLE �' HEIGHT VER.
LINE LENGTH BEARING ti
LI 20.29 N 14°50'49'E DATE: 6/1/2020
L2 12d6 S 49°]8'40'E 127 E. T TREET
L3 12,16 S 49°18'4'E RIFLE' O. 81650 DWG BY: SRB
L4 23.95 N 75°09'1l'W 970-6,�15-�711
/ U REV: 6/18/21
HEIGHT OVER TOPOGRAPHY 1
NOTICE:ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY 0
LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY BLOCK 41,LOTS D AND E,EAST ASPEN TRADITIONAL TOWNSITE
WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH e
DEFECT.IN NO EVENT,MAY AN ACTION BASED UPON ANY COUNTY OF PITKIN,STATE OF COLORADO "//
FROM THE DATE OF THE CERTIFICAETIONDSHOWN THAN YEARS 1015 WATERS AVENUE,ASPEN