HomeMy WebLinkAboutHerron Park_Stream Margin Review_Alternative ToS Plat_Draft 13.3"x7'
4.2"x9'
3.3"x8'
3.3"x8'
13.7"x22'
3"x7'
2.8"x6'
43.2"x60'
16.4"x30'
13.75"x20'
7"x15'12.5"x21'
19.5"x35'
16.7"x30'20.5"x38'
22.4"x40'
10.8"x20'
20.6"x38'
20.6"x38'
15.3"x25'
20.2"x32'
20.2"x37'
10.2"x20'21.2"x39'
21.3"x40'
22"x40'
14.5"x27'14.7"x28'8.6"x17'
7.1"x14'10"x20'
8.1"x15'
21.4"x40'
6.8"x13'
16.6"x31'
25"x43'
9.8"x20'
13.3"x22'
13.1"x22'
12.3"x'
12.2"x20'11.9"x21'
6.2"x12'
17.3"x34'
17.8"x35'
15.2"x30'
16"x33'
31.4"x40'
7.5"x14'
13.4"x24'6.8"x12'
14.3"x28'
15"x30'
14"x25'8.5"x16'
12.7"x22'
14.8"x20'
10.7"x20'7.4"x14'
6"x12'
6.9"x13'
13.1"x20'
22.5"x30'
12.6"x21'
16.1"x32'
3.2"x10'
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4-5.5"x10'
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LOT 2
114NEALE/17 QUEEN
HISTORIC LOT SPLIT
17 QUEEN STREET
(POSITION NOT FIELD
VERIFIED)
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HERRON PARK PLACE
CONDOMINIUMS
BK.49 PG.84
(TO GPS-5 TIE ONLY) S88° 32' 00"W 1382.15'
EDGE OF WATER
1998-1999 FIELD SURVEY
ROARING FORK RIVER
789
7
7898
7896
789
5
7894
7893
7892
78
9
1
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0
78
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6
7
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4
EDGE OF
ASPHALT (TYP)
789
5789
478
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3789
2
7891
788
3
788
4
788
6
7885
7887
788
8
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0
0
79
0
5
7902
79
0
1
790
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7
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9
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7899
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1
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3
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79
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0
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7905
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0
7919
79
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7885
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7890
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5
CURRENT TOP OF BANK PER CITY OF ASPEN
PLANNING REVIEW MAP DETERMINED FROM
UPSTREAM AND DOWNSTREAM FIELD SHOT
TOP OF BANK LOCATIONS AND ELEVATIONS
AND INTERPOLATING TOP BANK LINE WITH
GIS CONTOURING.
SEE SURVEY NOTE 12
HERRON PARK
CITY OF ASPEN
CITY OF ASPEN APPROVED
TOP OF SLOPE
PER THIS STREAM MARGIN
REVIEW/SITE PLAN
Eoe
oe
oe
oe
oe
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oe
T
T
PATH ENTRY STAIRS
RIO GRANDE
TRAIL
15.00'
BRIDGE
BRIDGE
FOUND #5 REBAR AND
1.25" CAP L.S. #20133
FOUND #5 REBAR AND
1.25" CAP L.S. #2376
FOUND #5 REBAR AND
1.25" CAP L.S. #2376
FOUND #5 REBAR AND
1.25" CAP ILLEGIBLE
PROPOSED
RESTROOM
FOOTPRINT
7
8
9
5
7895
7896
7897
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM 2/8/2022 - 31015.01 - G:\2021\31015-HerronPark\SURVEY\Survey DWGs\Survey Plots\31015_STREAMREVIEW.dwg
GENERAL UTILITY NOTES:
The locations of underground utilities have been plotted based on utility maps,
construction/design plans, other information provided by utility companies and actual
field locations in some instances. These utilities, as shown, may not represent actual
field conditions. It is the responsibility of the contractor to contact all utility
companies for field location of utilities prior to construction.
STREAM MARGIN SITE IMPROVEMENT PLAT OF:
HERRON PARK, CITY OF ASPEN PARKS AND OPEN SPACE
LOCATED IN SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO.
SHEET 1 OF 1
EXISTING TREE LEGEND
INDICATES PINE TREE
INDICATES A DECIDOUS TREE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING TELEPHONE PEDESTAL
EXISTING LIGHT POLE
EXISTING GUY ANCHOR
UTILITY LEGEND
SURVEY NOTES
1)DATE OF FIELD WORK: MAY-JULY 2016; FEBRUARY 2021; SITE VISIT DECEMBER 2021
2)DATE OF PREPARATION: DECEMBER 2021 - FEBRUARY 2022
3)LINEAR UNITS: THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S.
SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL
INSTITUTE OF STANDARDS AND TECHNOLOGY.
4)BASIS OF BEARINGS: BEARINGS ARE BASED ON THE 2009 MARCIN ENGINEERING-CITY OF
ASPEN CONTROL MAP, WHICH ESTABLISHED A PROJECT BEARING BASE OF N.14°18'54"E.
ALONG THE WESTERLY BOUNDARY LINE OF HERRON PARK CONDOMINIUMS, AS SHOWN
HEREON.
5)THIS SURVEY MAP IS A COMPILATION OF CURRENT AND PREVIOUS SURVEY DATA AND IS
CONSIDERED CURRENT INSOFAR AS THE FIELD DATA SHOWN (PARTIAL FIELD SURVEY). THIS
SURVEY MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT TO BE CONSTRUED IN
ANY WAY AS A BOUNDARY SURVEY.
6) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO
DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. NO TITLE COMMITMENT WAS USED
IN THE PREPARATION OF THIS SURVEY.
7) PARCEL DESCRIPTION: PITKIN COUNTY PARCEL NO. 273707300860
8)BASIS OF ELEVATION: THE 1998 CITY OF ASPEN DREXEL BARREL CONTROL DATUM, WHICH IS
BASED ON AN ELEVATION OF 7720.88' (NAVD 1988) ON THE NGS STATION "S-159".
9)CONTOUR INTERVAL: ONE (1) FOOT. CONTOURS SHOWN WERE PROVIDED BY THE CITY OF
ASPEN GIS DEPARTMENT, BASED ON AERIAL WORK PERFORMED IN 2020.
10)THE FLOOD ZONES SHOWN HEREON ARE FROM THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FLOOD INSURANCE RATE MAP (FIRM) NUMBER 08097CO354E MAP REVISED
AUGUST 15, 2019. PLEASE REFER TO THE FIRM FOR FLOOD ZONE DEFINITIONS.
11) PARKING, SIDEWALKS, STORM FEATURES STAIRS AND STRIPING ON THE NORTHWEST SIDE
OF NEALE AVE. ARE FROM 2014 JR ENGINEERING DESIGN DRAWINGS, VERIFIED IN THE
FIELD (NOT FIELD SURVEYED). NEW PLAYGROUND, PATH AND ENTRY STAIRS FROM DESIGN
DRAWINGS PROVIDED BY CITY OF ASPEN PARKS (NOT FIELD SURVEYED).
12) THE CURRENT TOP OF BANK IS SHOWN HEREON, AS SHOWN ON THE PLANNING REVIEW
MAP OF ROARING FORK RIVER CROSS SECTIONS/STREAM MARGIN REVIEW LINE PREPARED
BY SOPRIS ENGINEERING LLC FOR THE CITY OF ASPEN DATED APRIL 9, 2001 AND UPDATED
FEBRUARY 26, 2002
AREA OF FLOODWAY AREA IN ZONE AE PERFIRM REFERENCED IN SURVEY NOTE 10
PROPERTY DESCRIPTION
PARCEL NO. 273707300860
HERRON PARK AND A PORTION OF THE NEALE STREET RIGHT-OF-WAY IN THE CITY OF ASPEN,
COLORADO
CONTAINING 2.44 ACRES± ACCORDING TO PITKIN COUNTY ASSESSOR'S OFFICE
DRAFT
SURVEYOR'S STATEMENT
I, MARK S. BECKLER, DO HEREBY STATE THAT THIS SURVEY WAS PREPARED BY SOPRIS
ENGINEERING, LLC FOR THE CITY OF ASPEN, COLORADO PARKS DEPARTMENT AND
THAT IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
__________________________
MARK S. BECKLER L.S. NO. 28643
1 inch = ft.
( IN U.S. SURVEY FEET )
GRAPHIC SCALE
030 30 60
30
12015