HomeMy WebLinkAboutFile Documents.234 W Francis St.0118-2020-BRES (31) FINAL GRADING k D 1' AINAGE AS-1 UJILT
234 W.F]RANCIS 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 o
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CITY OF ASPEN, COUNTY OF PTIKIN, STATE OF COLORADOH thU
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C/NE ER\�'' CURB&CUTIER \ \ l 1,.. 0
84.64
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FOUND#5 REBAR
LEGEND l 1.25"RED 7C CAP \ \/ / VICINITY MAP
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0 CLEAN-OUT 84.79 TRENCH DRAIN RIM 4.=84.26 • NOT TO SCALE
p CATCH BASIN ♦ =85.81 INVERT(4)=84.50 r- /
S DROP INLET GRATE // 6 B'gt' _ f=85.32 7RE/VCH ORA/N RIM `` ZO'BO�CK 4 \ \ \ \ \
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n DOwNSPouT •�/ !d e6.02 (G)Pq \ NOTES
IRRIGATION VALVE BOX - Ill 4 �) ♦ BSsS � \ \
FIRE DEPT CONNECTION l ♦ 8593 41
`�- l 99 \ \ 1. DATES OF FIELD SURVEY:OCTOBER 9-10,2024 I--
E ELECTRICAL METER /� G 2>_e ��� 5.0' ♦ 10.0'REAR SETBACK \
/ gRgGE E/N/ !\ PRINCIPAL BUILDING \ \ 2 NOT TO BE CONSTRUTHE PURPOSE OF ES SITE PLAN IS TO VERIFY AS-BUILT GRADING AND D TO BE A LAND SURVEY PLAT OR AN IMPROVEMENT SURVEY PLATNAGE .
ONLY AND IS 0
G GAS METER // V a E( 85.91 85.9: 1
•FOUND BOUNDARY/LOT CORNER-AS DESCRIBED 8502 1 17.
BB'q-93 �'� 85.97 5.0'REAR SETBACK3. THIS SURVEY DOES NOT CONSTITUTE ATITLE SEARCH BV THIS SURVEYOR OF THE BOUNDARY SHOWN AND
BOUNDARY OR LOT LINE // 1 ♦ PRINCIPALIACCESSORV DESCRIBED HEREON TO DETERMINE: Z"/I 10.0'SETBACK PER �AYD 8596 BUILDING A. OWNERSHIP OF THE TRACT OF LAND
- - ADJOINER LINE / / ir
ZONING REGULATIONS BTfI.\qM / N� / B. COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJOINERS
BUILDING SETBACK LINE ..-9p44, \/ . LIGHT WELL C. RIGHTS-OF-WAY,EASEMENTS AND ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL. a
BUILDING OVERHANG LINE /
4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE INSURANCE COMMITMENT.TITLE N
- • - • - • - • - • - • - FLOW LINE 85.16 I:ll \ INFORMATION REFERENCED HEREON IS THE RESULT OF RESEARCH BY THIS SURVEYOR AND IS NOT 0
l -'9B 86.6B \ NECESSARILY COMPLETE OR CONCLUSIVE. U)..O N
- - - - 8020 - - - - MAJOR CONTOUR LINE ,'// li
/ / �® / / \ \ D'm 0 V
MINOR CONTOUR LINE / B6.64 91 8593 2 1 \ \ 5. PROPERTY BOUNDARY IS DEPICTED FROM THE ORIGINAL IMPROVEMENT SURVEY PLAT BY HIGH COUNTRY m l w'�
,y TOp 6q 0 85.B5 ENGINEERING,INC.DATED 05/12/2021. Z
-�°� STORM DRAIN LINE / / E4E�OF E-q /I PR-3 *El
Ea ! / \ Q w w O..
o D o o D o 0 o WOOD FENCE LINE 0 / '�,1€-R 8,40 _ 2 9.5 1 8"GRATE ELEV=7885.73' I 6"0 BASIN BC +(q / - 8. ELEVATIONS SHOWN HEREON REFERENCE STATIONS(CORS)ARE
THE MESA COUNTY RTVRN NETWORK BROAD CASTING NORTHING p U o G
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//l �qY B LOT,Y /`\ 6"INVERT=7883.84' / �8573 7886.84 00h ♦ / AMERICAN VERTICAL DATUM(NAVD88)YIELDING AN ON-SITE ELEVATION OF 7886.86.
(�/O Z. / / 0 ( 4g / •Oopi4t9 S ^ / 7. CONTOUR INTERVAL EQUALS 1 FOOT.
¢` /0"X 10"DROP INLET l° *>f/q ERgM y 8578 8B6.840
/T� g� / GRATE=7886.46' il
/ >TgCNEo',04/ I 8. BUILDING MEASUREMENTS ARE AT LOWEST PRACTICABLE POINT ON VENEER. 7
ft h C 4"INVERT=7884.52' GgAsq /rn Z
nclude a filled out stormwater bmp operations and 0 ^ ` ^.// m 8594`� TOP OF EAVE / BLOC/(4g / V4UCN ?Li:
/ / / 9. THE UNITS USED TO PERFORM THIS SURVEY ARE US SURVEY FEET. ��� LO
Z f` ELEV=7903.04 3/ L 10.0'SIDE SETBACK IS. UNDERGROUND UTILITIES HAVE BEEN MARKED OUT BV OTHERS,ONLY PAINT MARKS AND UTILITY FLAGS HAVE L/ U)
maintenance agreement.This can be found on the COA BS 97 r/� B521 4 7886.85 / ACCESSORY BUILDING / BEEN LOCATED BV HIGH COUNTRY ENGINEERING,INC.THE ACTUAL LOCATION OF UNDERGROUND UTILITIES
engineering standards website or in the link below. / 92 5.5 8519 k 8572 MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION. �_ ^N
4"DROP INLET 86.67 85.09 l^ / 85.25 1 FOUNDATION DRAIN DRYW£LL (ryy -O LO
/ RIM ATE=7885.84' \ I l 8527 7888..85 (UNKNOWN ELEVATION) l 11. THE WORD'CERTIFY'AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION LL 0
hops://aspen.gov/DocumentCenterNiew/12064/Stormw /l 6"INVERT=7882.71' 86.62 23 \ 86.B6 \ 12 $$19 / I REGARDING THE FACTS OF THE SURVEY AS BASED UPON THE EVIDENCE PRESENTED HEREON,AND DOES NOT lij
ater-BMP-OM-Agreement-Template_v2023?bidld= p 1/ ,'V. / 4.8 \ %5.16 /p _ CONSTITUTER WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED Itl O
B5.61 8590 85.88 %. -74RC FRAN 4' S7,s'oi--q/ '� \��// 85.09 : B' l r8��OLGRAIE ELEV=7884.66' W ~O~ O
/ CONC.DRAIN PAN 2>3S724 7p A'O. /`S / 8•:1 OA'E yENEE N \ l'ro 4"INVERT=7883.74' / 12 TH SI SURVEY WIITIHIN THR E YEARS AFTEROYOU F RST D SCOVER SUCHEDEFECT.IN NO EV NOT,MAY ANY ACTION U V U
// o! Q p, qR 7pO8/ ` B6.76 R BEN 8508 ro BASED ON ANV DSEFECT IN ETHIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF Ul a Include the location of all utilities existing on or serving the // 858g / /� �,o) Fq: CN 94.66 (� C9
surveyed
(including locatesy,as and determined
e by and observed th ev evidence from plans 85.95® °zo>gQRF t* ./ .8619 85.25 86.86 85'� sa5„0' 85_26 / Callout volume capacities / 13. NOTECI ECTHIS PN
AT AND THE ENFORMATION SHOWN HEREON MAV NOT BE USED FOR ANV ADDITIONAL OR W Z D W
(' g potholing) / o �'°� 2 / • of each BMP on site. >
/ / B525 EXTENDED PURPOSE BEYOND THAT FOR WHICH IT WAS INTENDED AND MAY NOT BE USED BY ANY PARTIES L/J
obtained from utility companies or provided by the client,along l/ 85.92 �` / vQ �Ic itL B547 >aas 84„ ``i7 / w m =
OTHER THAN THOSE TO WHICH IT IS CERTIFIED.THIS DOCUMENT AND THE WORK IT REPRESENTS IS THE
with markings by utility companies and other appropriate 4"DROP INLET 85.90 N 85.88/, •
PROPERTY OF HIGH COUNTRY ENGINEERING,INC.NO PART OF THIS DOCUMENT MAY BE STORED,
sources(with reference as to the source of information). RIM AT 4:=78B584' :Sg; `/ % �-85.33
85./ IREPRODUCED,DISTRIBUTED OR USED TO PREPARE DERIVATIVE PRODUCTS WITHOUT PRIOR WRITTEN a
l/ 6"INVERT=788256' 41 / ; �' f, • STACKED PIPES 20 PERMISSION.AN ORIGINAL SEAL AND ORIGINAL SIGNATURE IS REQUIRED TO VALIDATE THIS DOCUMENT AND IS L O
// B592 c { r,.8 'x/j 85.72 85¢3' - I !07 / EXCLUSIVE TO HIGH COUNTRY ENGINEERING,INC.AND THE OWNER(S)OF RECORD AS OF THIS DATE,OF THE 1- 0]O cb
7 8595 Ery� / C gy p.$' 66 62 BIOCK 6 BOUNDARY DELINEATED HEREON AND THE SUBJECT OF THE SURVEY. Z N�O
Include a stormwater BMP operations // / 86.01 1 /° v/-'8Ogq n e6.e2 •/ 86.85 / 7t}AONG(Ey} w
and maintenance plan. 8591 /O s5ss /(♦�t�j S. �B66B4" ��� / UGHT LB537 $.62 R/pEBgME '/N / / 0 ^-I W
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CONC.ORA/N PANii�- E'hST O 87 / 86.14 85.29 / \i\` / U" 6"0 BASIN 4`� �gooD 4 7g86.73 k / 9N/SN �1p� Include size,shape,slope and =
Include the location,s ecies,and trunk diameter of trees at four and a 8 0 GRATE=7885.90' 8594 �� �"`_`_ 6.63 m ZooR I a
p 6"INVERT=7884.60' 86.32 v E/Ev, location of all drainage infrastructure
8596CO
half(4'A)feet from the ground,as well as the current extent of drip lines. �. ® / Toa as> : �, that is critical to the drainage system.
I // 86.0? 86.39 ELE).8 :9 4 i_
Include neighboring trees whose driplines extend onto subject property. / ® 85.32 "e9s�, `
®- • Q / GRADING&DRAINAGE CERTIFICATE
/ ♦ 2os - TOP OF SAVE a.08I r;, 2
/ �. . ELEV=790286 / I,THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER,CERTIFY THAT HAVE INSPECTED THE AS-BUILT SURVEY DATA
MATCH EX/SIING 1 -8590 ��{ ° \�"' Y FOR PROJECT SITE 234 W.FRANCIS STREET AND CONCLUDED THAT THE SITE WILL DRAIN ADEQUATELY IN CONFORMANCE WITH .(� ��
I885- 85.07 THE DRAINAGE P AN SUBMITTED AND APPROVED BV THE CITY ON DATE:
CURB&GUTTER i
"� / s.(111
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86.20 / SITE BENCHMARK h
/ F/FV=7RR6.5R ♦ l �AB 84.90 I
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FOUND/4 REBAR • asp ell J7 ��...��y U
1"RED PLASTIC CAP 1 ♦ MICHAELG.GRZESIAK DATE: -Pp00 17`,F IIII -• . 2
( LS,{124303 �,• /29.1'/ / PE LICENSE NO.47853 pV�'p�1-�'-Gq'�:yf�III/ �V/y .CYa
$'0/7RYWflI -d1111111 ,Q, y�
RIM ELEV=7884.97' 1 1 ;� 4 '�;
N INVERT(4)=7881.72' �A
this downspout on N
/ 4 Q. F
E1ry N INVERT(6)=788239' CB-2 / 9 - -J
D CgyC E INVERT(6)=7881.34f 12"0 GRATE=7884.90' a SW corner of the /
Nq/N pqN 6"INVERT=7B81.40' ♦ .ood frame cabin? /I7��SS(ONA ENS'\- Z_
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/ 10.0'FRONT B SIDE SETBACK ♦ /
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PRINCIPAL BUILDING ��? ol FOUND
NO CAP REBAR / 5 <
ACCESSORY15.0'FRONT BUIBACKG 4e \N>Oe7gg3 I
AS-BUILT SURVEY CERTIFICATION STATEMENT CO I- ILII, 0
Q I $8O,jq 11.- \ 'I,THE UNDERSIGNED REGISTERED LAND SURVEYOR,HEREBY CERTIFY THAT THE ELEVATIONS,GRADING AND 2 z Q Z 0
\ Q / / DRAINAGE FEATURES SHOWN OF THE LOT DESCRIBED AS LOT K,L AND M,BLOCK 48,ORIGINAL CITY AND TOWNSITE 0 U Z <0
OF ASPEN,ALSO KNOWN AS 234 W.FRANCIS,WERE DEVELOPED FROM SURVEYING THE LOT ON THE DATES OF: =0
(t I \ \ OCTOBER 9 AND 10,2024 AND ACCURATELY DEPICT THE ELEVATIONS EXISTING DURING THE SURVEY.THE Il.l 0 < t�Z
W Q ELEVATIONS MAY CHANGE SUBSEQUENT TO THE SURVEY DUE TO SUBSIDENCE,UPHEAVAL,EROSION,ACTS OF MAN W
FS/ 0 \ C JY OF ASPEN \ lz
FR GPS-8 \ \ OR OTHER FACTORS.THEREFORE,THIS CERTIFICATE MAY NOT ACCURATELY DEPICT ELEVATIONS,GRADING AND Z o.
72. Aly \ DRAINAGE PATTERN AFTER THE DATE OF THE SURVEY.EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED LL Y di
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jq R.O W IS.s'/" Z OTHERWISE.NO PART OF THIS LIES WITHIN THE 100-YEAR FLOODPLAIN AS DEFINED BY FEMA,EXCEPT AS NOTED.' Z I" W 'V'.‹
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(A,Spyq<Tf NI0 \ ��L00.L/OF141I m 0_ Z N
�I m LUKE JAMESON,PLS#38407 OV-J JAM' YUF I,/! 0 o
GRAPHIC SCALE COLORADO PROFESSIONAL LAND SURVEYOR 0.v(/( D / W
1O 0 5 1O 20 40 I 0: // • K� Z
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(IN U.S.SURVEY FEET) I //III,,4q\;AN05\1
1 INCH=10 FT. I
PROJECT NO.
2211655
CITY OF ASPEN SHEET NUMBER
GPS-6
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