HomeMy WebLinkAboutFile Documents.234 W Francis St.0118-2020-BRES (26) FINAL GRADING < D 1'�AINAGE AS-1�UJILT
234 W.FRANCIS STREET,ASPEN,COLORADO
LOTS K, L AND M, BLOCK 48, CITY AND TOWNSITE OF ASPEN, z
SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M. N 0
��nn CITY OF ASPEN, COUNTY OF PTIKIN, STATE OF COLORADO N 0 U
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/ SITE
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1' ay �z MATCH EXISTING \� \ l / Z
G7 ,' LEGEND CURB c8T764 'v\c \ / / °, 0
® SANITARY CLEAN-OUT / 20 R c G \ \ /
0 CLEAN-OUT \ss••W 4S \ W
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O CATCH BASIN 1// \ ss (C'4K[\sa C=8 c \ \ \ / / ) r "• H
S DROP INLET GRATE ` FOUND/5 REBAR .I-T(4)=84. \ Z
n DOWNSPOUT /- PLASTC CAP sa\ c ® \/ / VICINITY MAP w 1.25"RED
LS,j901B1 6'0 HOPE®1.1X \ .......... NOT TO SCALE
WATER SHUTOFF B47 TRENCH DRAIN RIM ss \ 0
08 IRRIGATION VALVE BOX I / 1\� • -B5.81 / u \ / U
/0,FIRE DEPT CONNECTION • / • -8532 JREN73 O /M \c \ \
l 3 ;.Bo it =es73 \ l
® CAN PEDESTAL //�I /// 4 �� ' 50 SETBACK J „2 ,� \\U \ \ 0
/ \ NOTES
El TELEPHONE PEDESTAL \ \
m ELECTRICAL TRANSFORMER 14 • B5.93 ��=f�� �`i1'B.9S \ >� \ \ \ 1. DATES OF FIELD SURVEY:OCTOBER 9-10,2024 Q o
E ELECTRICAL METER / � GqR 8 055 kB k'R�_, G - c \ 2. THE PURPOSE OF THIS SITE PLAN IS TO VERIFY AS-BUILT GRADING AND DRAINAGE CONDITIONS ONLY AND IS O --
C 2>. ,
G GAS METER / 5 ETEG/E=N/Sy ` \ NOT TO BE CONSTRUED TO BE A LAND SURVEY PLAT OR AN IMPROVEMENT SURVEY PLAT. -
FL ". S. ®�P•,l✓-��'1 10.0;S>BAGKc:
FOUND BOUNDARY/LOT CORNER-AS DESCRIBED • / ® �B63930OR/ ` ��
8502 /i 7 1- '\ tea.,gi ss\ss 3. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR OF THE BOUNDARY SHOWN AND
BOUNDARY OR LOT LINE /'/ - r+E'B / N `��1 �� �f��®�� •, DESCRIBED HEREON TO DETERMINE
'/" N ..... .63Z21. �� �®��� • \ss B. OWNERSHIPMTITY OF
IS CT DESCRIPTION
LAND
ADJOINER LINE 100 SETBACK / •� ,t1
� B COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJOINERS
/ ECI�\A,y •- �e ®®� C. RIGHTS-OF-WAY,EASEMENTS AND ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL.
BUILDING SETBACK LINE / / �.goa.\ '') �® ' ®E aBUILDING OVERHANG LINE I�/ � • / - I ,, O. ����. TITLEN- � - � - � - � - � - � - FLOW LINE 85.16 ® a NFORMATION REFERENCED HEFfEON(IS THE RESULT OF RESEARCH BV THIS SURVEYOR ANDrIS NOT T_ / ® \ NECESSARILY COMPLETE OR CONCLUSIVE. U) N
8020 - MAJOR CONTOUR LINE / \ 'y/ i ,•5.9B -4 6.6B / ��� 6 - ®®1��/.. \ \ a a
MINOR CONTOUR LINE / B6.B4 91 8593 ' • \ 5. PROPERTY BOUNDARY IS DEPICTED FROM THE ORIGINAL IMPROVEMENT SURVEY PLAT BY HIGH COUNTRY m ^\^��
6'0 HOP ®1.OX 6 \Tqo zs.4 8 85 __ \ ENGINEERING INC DATED 05/1Z2021 -J
-- , .. ,. STORM DRAIN LINE / \OF / I%R-3 �/fa �, \/ 3 w O w
0 0 0 0 DOC o WOOD FENCE LINE / Pq�q £aEli�T\S / 6`0BASIN ' gd< \ \ 6. ELEVATIONS SHOWN HEREON ARE BASED ON GPS OBSERVATIONS UTILIZING THE CONTINUOUS OPERATING H U o.-G
w w w WATER LINE /YI,4.. ), -- /1` 8'GRATE ELEV=788573' / le / REFERENCE STATIONS(CORS)THROUGH THE MESA COUNTY RTVRN NETWORK BROAD CASTING NORTH
l / 6'INVERT=7883.84' 8.73 7B86.84 / AMERICAN VERTICAL DATUM(NAVD88)YIELDING AN ON-SITE ELEVATION OF 7886.86.
G G G GAS LINE 2•3 p Lo? BCOT.Y ��.,„. '�� •
UE UE UE UNDERGROUND ELECTRIC LINE N R` i. // 1 8 'I ro ( 1 / JHjy�05 M�y / 85.78 886.84 FOUNDA AON DRAIN ORYWELL T. CONTOUR INTERVAL EQUALS 1 FOOT.
ON cry ON CAN LINE Imo'' �� / _/ / �ACyE Np/j / (NO STORM SENER CONNECRONS) / 8. BUILDING MEASUREMENTS ARE AT LOWEST PRACTICABLE POINT ON VENEER. 7
I ct n L / 10"X 10'DROP INLET •
GOT D G4A,A /rn• • RIM ELEV-7884.66' ,--,
•
/ ^ GRATE=7886.46' B[OL, ( ,(TE GE
S,o,4 / �. SW/NV(4 J=7870.31' / 9. SETBACK VARIATIONS DEPICTED HEREON ARE REFERENCED FROM THE SITE PLAN PREPARED BY SELLDORF
I '0 ^ / oy 4"INVERT><7884.52' iti.
T OF EAVE / K C'K NW/NV(4)=787581' ARCHITECTS. /0
_ _ 'EV=7903.04 3j / l'AUL �B VOL=50-CF (9 U)/ l B5.21 47886.85 / 10. THE UNITS USED TO PERFORM THIS SURVEY ARE US SURVEY FEET LO
8597 / 85.72 / Z .-Nl / 8592 S5 '+ 8519 /P 4'0 HOPE./ 19 8594 i B6.67 \ \ 8509 h B5.0.97Z .25 • / 11. UNDERGROUND UTILITIES HAVE BEEN MARKED OUT BY OTHERS ONLY PAINT MARKS AND UTILITY FLAGS HAVE /y -O/ \ / BEEN LOCATED 8Y HIGH COUNTRY ENGINEERING,INC.THE ACTUAL LOCATION OF UNDERGROUND UTILITIESTREE CHART / 4"DROP INLET ® ,. \ 86.B6 4"0 HOPE 8521 85.19MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION. Tl R/M AT E-7885.84' 86.62 23 y/ter®1.o1X 22 LV CO,.
I 6"INVERT=7882.71' 1 EC F / 4'8 4. SCOT j• J 8509 •516, ® ® / CB 1 / 12. THE WORD'CERTIFI"'AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION W O O 0
LU
SIZE DRIP 85.6 / 8590 1 8588 A^ PAkCf RAN ST ORA/ \ B51 [/1: B'I GRATE ELEV=7B84.66' 0
NO. SPECIES (IN) RADIUS / CONC.DRAIN PAN O 2>t3S L fp N - / 8•.=1 5YE�N N \. --O ' l m ,/ 4"INVERT=788374' / CONSTIITIU E A WARRANTY OR GUARANTEE,E THEER EXPRESSED OR MPL EDESENTED HEREON,AND DOES NOT Z ()
FT. O ti 124 O. EE-R �,.
(ET.) - %� ill
R/0 // AI? f>003/ ` B6.76 BE-N� \ 8508 3 W xQ ,t1
1 ASPEN 11 17 HPC RESOLURON APPROVED SEIHACK VARIATIONSB5.89 N �•9)>SfA. 86.19 86.86 �'1 1,. B4.66/ 4"0 HOPE®0.66X 13. NOTICE:ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED ON ANY DEFECT IN v D N, v
2 ASPEN 10 132-5"NEST SIDE YARD SETBACK REDUC770N FOR THE T{N7-STORYNEST• ;Or gOr / p/4 'z0>AQRE J'./ •l ="�.• 85.25 85.08 -2 -7885,'O, -/ B5�26 1 4"0 HOPE 0 L76X l BTHIS SURVEYASED ON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF ANY ACTION Z
W'z t0 W_ HISTORIC STRUCTURE ABOVE AND BELOW GRAD&AND A 2=10'NEST ®� O
SIDE YARD SETBACK REDUCTION FOR'THE HISTORIC BAR MTNDOW -^) ~4/ O ' " r l® I 85.25 CERTIFICATION SHOWN HEREON. III '� r
3 ASPEN 10 13 85.92 IV 32'X 3' 8547 '>88$ l/ l Q 0..(D
fE17URE - / QQ LIGHT WELL 84•• �w,J �- W N CO I
4 ASPEN 10 10 4"DROP INLET 8590 - \/�' �/ 14. NOTICE:THIS PLAT AND THE INFORMATION SHOWN HEREON MAY NOT BE USED FOR ANY ADDITIONAL OR
- 85.88 \ G> 1, - 8533___ 4"0HOPE®1.B7% / 1210
RIM AT E=7885.84'l A'` 2 q EXTENDED PURPOSE BEYOND THAT FOR WHICH IT WAS INTENDED AND MAY NOT BE USED BY ANY PARTIES a
5 ASPEN 10 10 I ♦ •• /[J / aj R /� " '+.,. (2)4"0 OTHER THAN THOSE TO WHICH IT IS CERTIFIED.THIS DOCUMENT AND THE WORK IT REPRESENTS IS THE L�, J 0
I 6"INVERT=7882.56' 20• 8592 /ti - HOPE 0 1.03X 20.:� // l0 / rm
PROPERTY OF HIGH COUNTRY ENGINEERING,INC.NO PART OF THIS DOCUMENT MAY BE STORED, 0
6 ASPEN 10 8 ' r.B „1. C 85.72 8543 20.0'SETBACK 6 TNZ I,, 8
8595 IV/ / C ? 62 STACKED PIPES / OC/,- REPRODUCED,DISTRIBUTED OR USED TO PREPARE DERIVATIVE PRODUCTS WITHOUT PRIOR WRITTEN O
7 SPRUCE 11 10 //210"SETBACK VARIATION c,�lr° F/N/S) OOP On .l 86.25 8537 r�Nf�-RE STO,Qy AB EXCLUSIVETOHGH AN IGINAL SEAL AND COUNTRY ENGINEERING,NCL IGANDTHENATURE IOWNER(S)OF ECORD VALIDATE
AS OFTHIS
THIIS DATE,OF THEENT AND IS U')LZyJ Iv
86.Of (' eZEV, F 86.82 / 01
8 ASPEN 8 10 8597 - _.L7 /. J 0 2 5"SETBACK VARIATION 4/� 8,6 666B4, 3.2'X 3' :'$62 '9'UE G, BOUNDARY DELINEATED HEREON AND THE SUBJECT OF THE SURVEY. r J W
•
/W LIGHT BELL l \/OGE-B C,4B/A' u> HPC RESOLU77ON APPROVED SETBACK VAR/A77WJ.• O Z
9 SPRUCE 10 10 CONC.DRAIN PAN ,�,' EXIST 0.8 86.14 8529 �Ev EAN ry
_/t •000 " / / 7\, 18=9"EAST SIDE YARD SE78ACK REDUC77AN FOR 771E 0 O
10 SPRUCE 14 14 `, ' 6'0 BASIN r��\qT/G •I� 184 B6.73 k / 'ryNjSy OR7p,� ONE-STORY HISTORIC S7RUCTUR&ABOVE AND BELOW GRADE I
8'0 GRAPE=7885.90' �.�� �`\` -6.6T 0 FT i = LL
11 SPRUCE 12 10 " / 8594 �1 ,�• ORE-/EV _____ l v
/ 6`INVERT=7884.60' B5.96 86.32 , T -) -
12 ASPEN 12 10 ® (2)4"0 HOPE 29,> 1?•
/// / B6.02 0 3.86X �32 a EA - / -I-'
13 SPRUCE 10 8 I / 6"0 HOPE®4.1X ® 8.32 7896 // 18'-9 SETBACK VARIATION 1.
14 ASPEN 12 13 '/ 20 ' _/ �6 if 12' / GRADING&DRAINAGE CERTIFICATE
Tees- _ ey.: r../
17 ASPEN 8 18 MATCH EXISTING .1 • • 23 85'90 `86 l \ I,THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER,CERTIFY THAT HAVE INSPECTED THE AS BUILT SURVEY DATA ') I:.15 ASPEN 8 16 / / ELEV=790 \ -�C / FOR PROJECT SITE 234 W.FRANCIS STREET AND CONCLUDED THAT THE SITE WILL DRAIN ADEQUATELY IN CONFORMANCE WITH ,(� ��
16 ASPEN 12 15 / --3 I 885- 85.07 THE DRAINAGE PLAN SUBMITTED AND APPROVED BV THE CITY ON DATE: ,,
_ CURB&GUTTER '�„ 2 i W
86.20 / 577E BENCHMARK_- l �h / O - G W
r./ IFV-7B76.5R • / A `\` 0 U W
18 COTTONWOOD 45 25 �/ND/4 REBAR ` G •. `� „�,, T�=,�1
I 1"RED PLASTIC CAP • \ • 4 • l / MICHAEL G.GRZESIAK DATE: =P00 LAC (III y T
19 COTTONWOOD 38 30 '.�Q,•.---.-f 1 '>
LS/'24303 Q 1� I 4"0 HOPE®334X = . N 1
20 COTTONWOOD 35 28 /
1 � • ""�� PE LICENSE N0.47853 0�• V G_GRl.s11,1/I /y �t,`
21 COTTONWOOD 34 23 \ 10.0'SETBACK �� ' ..' 829.1' / G:U,ZTw FN O I/ 1
\ • 5,0 DRYWFII �A�!• • / ,I 47853 v
22 COTTONWOOD 36 29 _ \ ,4 RIM ELEV 7884.97' I\ • / -' ','
23 COTTONWOOD 33 25 E'Y/ST '`+' 22 N INVERT(4 f 7881.57' J �, • • IIIC '/i J
24 ASPEN 13 12 D AN E INVERT(6 7882.12' -2 ` • I / 111 F,9 TONAL G` Z
A'A/ E INVERT 6 7881.27' _
25 COTTONWOOD 30 43 VOL-374 LF 12 6�INRIERT=7887.40' ••26 / S a_ZS` 0
1qh�r��� m
ch
26 COTTONWOOD 32 30 •
`, S•
( 24, \ • �e ,/ NO CA p REBAR II j J
27 SPRUCE 5 4 / --- 3 I /
�� Z \N>Oe AS-BUILT SURVEY CERTIFICATION STATEMENT CO} W (1)
------------ 15.0'SETBACK f3• / / I 0 0
28 SPRUCE 8 4 98 43,
- \ �l •80,j 1")'� 'I,THE UNDERSIGNED REGISTERED LAND SURVEYOR,HEREBY CERTIFY THAT THE ELEVATIONS,GRADING AND Z Q Z 0
QC I 4 / DRAINAGE FEATURES SHOWN OF THE LOT DESCRIBED AS LOT K.LAND M,BLOCK 48,ORIGINAL CITY AND TOWNSITE 0D Z <0
W \ / OF ASPEN,ALSO KNOWN AS 234 W.FRANCIS,WERE DEVELOPED FROM SURVEYING THE LOT ON THE DATES OF:
\ ESlF (, 1 \ \ OCTOBER9AND10,2024ANDACCURATELYDEPICTTHEELEVATIONSEXISTINGDURINGTHESURVEY.THE Il.l 0 4 L.Z
p, Q ELEVATIONS MAY CHANGE SUBSEQUENT TO THE SURVEY DUE TO SUBSIDENCE,UPHEAVAL,EROSION,ACTS OF MAN Ill
7 '8 0 CITY OF ASPEN v Z
/ / GPS-B \ \ / OR OTHER FACTORS.THEREFORE,THIS CERTIFICATE MAY NOT ACCURATELY DEPICT ELEVATIONS,GRADING AND Z U..
2>4 R.0.W./S 5'T \ DRAINAGE PATTERN AFTER THE DATE OF THE SURVEY.EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED Il..Y �St U)
�- \ (A,po/,,ALTf IZ \ \/ OTHERWISE.NO PART OF THIS LIES WITHIN THE 100-YEAR FLOODPLAIN AS DEFINED BY FEMA,EXCEPT AS NOTED.' z I" W m<
\ 0-
3 Wllo „_......,,,,,I WM N
N C _ Ol`p1)o••CF'.•1, Il.l
\W �� LUKE JAMESON,PLS#38407 �, JAA/F6••,1 III 0 o
_-..-___- -____- _ - = COLORADO PROFESSIONAL LAND SURVEYOR S U:„J�/O �'�O Ii lilZ
GRAPHIC SCALE W I� aS
10 O 5 10 20 40
Il
w ,,, p 0
(IN U.S.SURVEY FEET) 1j1j10 4L"NOS"-
1 INCH=10 FT. I
PROJECT NO.
2211655
® CITY OF ASPEN SHEET NUMBER
GPS-6
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