HomeMy WebLinkAboutHerron Park_Stream Margin Review_Alternative ToS Plat_Draft 23.3"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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7893
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789
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7 789
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7899
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PLAYGROUND
(B
A
S
I
S
O
F
B
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A
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)
N
1
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°
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E
1
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2
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'
LOT 2
114NEALE/17 QUEEN
HISTORIC LOT SPLIT
17 QUEEN STREET
(POSITION NOT FIELD
VERIFIED)
NEA
L
E
A
V
E
N
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PUB
L
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R
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
7
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9
0
78
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9
7
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6
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5
7
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9
4
EDGE OF
ASPHALT (TYP)
789
5789
478
9
3789
2
7891
788
3
788
4
788
6
7885
7887
788
8
789
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0
0
79
0
5
7902
79
0
1
790
0
7
8
9
9
7899
7
9
0
0
7
9
0
1
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0
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0
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0
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79
0
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7
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0
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0
9
79
1
0
7
9
1
1
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1
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1
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7
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1
4
79
1
5
7916
79
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1
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1
9
79
2
0
79
2
1
792
2
79
2
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79
2
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79
2
5
79
2
6
79
2
7
7
9
2
5
7
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2
0
7
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1
5
7905
7
9
1
0
7919
79
1
5
79
1
4
79
1
3
7
9
1
2
79
1
1
79
1
0
7
9
0
9
7
9
0
8
7907
79
0
6
78
9
2
789
1
7
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2
7
8
9
3
7
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7
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5
78
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8
78
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78
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0
7885
7887
788
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78
9
0
7
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7
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7
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7890
788
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788
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78
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78
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78
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78
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789
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789
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79
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0
790
1
79
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790
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79
0
4
79
0
5
HERRON PARK
CITY OF ASPEN
CITY OF ASPEN APPROVED
TOP-OF-SLOPE
PER THIS STREAM MARGIN
REVIEW/SITE PLAN
Eoe
oe
oe
oe
oe
oe
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
APPROXIMATE LOCATION
OF PROPOSED RESTROOM
APPROVED PER P&Z
RESOLUTION NO. 5,
SERIES OF 2022
7
8
9
5
7895
7896
7897
(TIE TO
Q
-
1
5
9
)
N
7
6
°
1
6
'
0
8
"
W
1
2
8
2
.
2
4
'
FLOOD ZONE X
FLOOD ZONE AE
FLOOD ZONE AE
(FLOODWAY)
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 3/14/2022 - 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
THE PURPOSE OF THIS PLAT IS TO MEMORIALIZE AN ALTERNATIVE TOP OF SLOPE ALONG THE ROARING FORK RIVER
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).
PLAT 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.
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. ERROR
OF CLOSURE IS LESS THAN 1/15,000.
__________________________
MARK S. BECKLER L.S. NO. 28643
1 inch = ft.
( IN U.S. SURVEY FEET )
GRAPHIC SCALE
030 30 60
30
12015
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 USE
CODE BY THE CITY OF ASPEN COMMUNITY DEVELOPMENT DIRECTOR THIS ____ DAY
OF _______ 2022. TO THE EXTENT THAT ANYTHING IN THIS PLAT IS INCONSISTENT OR
IN CONFLICT 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.
BY ___________________
PHILLIP SUPINO
COMMUNITY DEVELOPMENT DIRECTOR
ENGINEERING DEPARTMENT REVIEW
THIS PLAT WAS REVIEWED FOR THE DEPICTION OF THE ENGINEERING DEPARTMENT
SURVEY REQUIREMENTS ON THIS ___ DAY OF _______________, 2022.
BY_________________________
TRISH ARAGON
CITY ENGINEER
VICINITY MAP
SCALE: 1" = 2000'
SITE
SITE
FLOOD ZONE LEGEND