HomeMy WebLinkAbout828-1083STREAM MARGIN REVIEW MAP OF:
HERRON PA C TY �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 I OF 1
THE PURPOSE OF THIS MAP IS TO MEMORIALIZE AN ALTERNATIVE TOP OF SLOPE ALONG THE ROARING FORK RIVER
CERTIFICATE OF OWNERSHIP
KNOW ALL MEN BY THESE PRESENTS THAT THE CITY OF ASPEN, BEING THE SOLE OWNER IN FEE SIMPLE OF ALL REAL PROPERTY
DESCRIBED HEREIN, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
.............
SECTION: 7, TOWNSHIP: 10 RANGE 84 HERRON PARK TRACT OF LAND IN SEC 7-10-84; PITKIN COUNTY, COLORADO AND REFERRED
IN THE RECORDS OF THE PITKIN COUNTY ASSESSOR AS PARCEL NUMBER 2737-073-00-860,/ ACCOUNT R014758, CURRENTLY
FOU 11-11-1 REIIAR AND
KNOWN AS JOHN HERRON -PARK.
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GRAPHIC SCALE
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IN U.S. SURVEY FEET)
1 inch 30 ft.
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.
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.
120
ENGINEERING DEPARTMENT REVIEW
THIS MAP WAS REVIEWED FOR THE DEPICTION OF THE ENGINEERING DEPARTMENT
SURVEY REQUIREMENTS ON THIS DAY OF 2022.
BY
TRIS ARA ON
CITY ENGINEER
HISTORIC LOT SPLIT
17 QUEEN STREET
(POSITION NOT FIELD
VERIFIED)
UTILITY LEGEND FLOOD ZONE LEGEND
ZONE X (0.27.)
EXISTING STORM SEWER MANHOLE
EXISTING SEWER MANHOLE 11
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EXISTING ELECTRIC MANHOLE
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EXISTING CABLE TELEVISION PEDESTAL
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EXISTING LIGHT POLE
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EXISTING WATER VALVE
EXISTING GUY ANCHOR
EXISTING TREE LEGEND
INDICATES PINE TREE
INDICATES A DECIDOUS TREE
SOPRIS-E NGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG"SOPRISENG.COM
COMMUNITY DEVELOPMENT DIRECTOR CERTIFICATE
THIS STREAM MARGIN REVIEW MAP HAS BEEN REVIEWED AND APPROVED FOR
COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF ASPEN LAND.1)_SE
CODE BY THE CITY OF ASPEN COMMUNITY DEVELOPMENT DIRECTOR THIS JMAY
OF 2022. TO THE EXTENT THAT ANYTHING IN THIS MAP IS INCONSISTENT OR
IN CO FLICT WITH ANY CITY OF ASPEN DEVELOPMENT ORDERS RELATING TO THIS
PROPERTY OR ANY OTHER PROVISIONS OF APPLICABLE LAW INCLUDING BUT NOT
LIMITED TO OTHER APPLICABLE LAND USE REGULATIONS AND BUILDING CODES, SUCH
OTHER DEVELOPMENT ORDERS OR APPLICABLE LAWS SHALL CONTROL.
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VICINITY MAP
SCALE: 1" = 2000'
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 MAP 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-CIT'Y OF
ASPEN CONTROL MAP, WHICH ESTABLISHED A PROJECT BEARING BASE�OF N.14*18'54"E.
ALONG THE WESTERLYBOUNDARY 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 OWNERSHIPi"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 (FIR M) 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).
MAP NOTES
1) THE TOP -OF -SLOPE SHOWN HEREON WAS REVIEWED AND APPROVED BY THE CITY OF ASPEN
PLANNING AND ZONING COMMISSION AND IS SUBJECT TO THE CONDITIONS SET FORTH IN
P&Z RESOLUTION NO. 5, SERIES OF 2022.
SURVEYOR'S STATEMENT
1, 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. ERROR
OF CLOSURE IS LESS THAN 1/15,000.
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MARK
RECEPTION#: 686534, R: $13.00, D: $0.00
DOC CODE: MAP
Pg 1 of 1, 04/06/2022 at 11:39:30 AM
Ingrid K. Grueter, Pitkin County, CO
3/18/2022 - 31015-01 - G:\2021\31015-HerronPark\SURVEY\Survey DWGs\Survey PlotS\31015 STREAM REV[ EW.dwg