HomeMy WebLinkAbout828-1030MOSES LOT SPLIT, 3RD AMENDMENT LOT 2 DRAINAGE AS -BUILT MAP
\ CITY OF ASPEN, PITKIN COUNTY, COLORADO
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FOUND PIN AND CAP
PLS 25947
EL. = 8080.91
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ACCESS
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P ACCESS EASEMENT FOR LOT 2 O� p0 ��EO \NE 9 6g�
v O PLAT BOOK 29, PAGE 65 1 ��( g9 /
APPROXIMATE SKIER / EydG GE RPNSE PGE tit \�'' \49g
ACCESS ROUTE (PER / �ONv�E P / / 1P�- P��28$' P �$ to `J00-
SKIER ACCESS LICENSE
AGREEMENT RECORDED / y g• �'
JUNE 20, 2005 AS / / 3g 32 / G1(Q �pN 1 S
RECEPTION #511438) �6, /1' Ey'G�
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LOT 2
675 S. ALPS ROAD I
n
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SEE DETAIL - B \_/ AMENDED
BUILDING ENVELOPE
`�°a23•�Sy \���> 11,885.10 SQ. FT. I 4ij
w
/0. 64' ' \ O6 21,g, w o
1Q71• N 14s05'52_W N'
C2 18.24'
2
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A�,qT �T/</p\ \
eOO��s, 19 NT\ \ -----
FOUND PIN AND CAP
RIVER CITY SURVEYS
PLS 29030
C13
?= 25' 36' 03"
R= 47.21'
L= 21.09'
M CB= N 58' 24' 27" E
h U CD= 20.92'
L12
N 44' 46' 32" E
17.14'
>
Co
A /
/
IN /
76.41' /
— — — — — — — — — — — — — — — — — — — — — —/
II
ACCESS EASEMENT AND
UTILITY EASEMENT FOR
LOT 1, MOSES LOT SPLIT
to
r
it
DETAIL - F
N.T.S.
FOUND PIN AND
CAP PLS 9175
,E
FOCAPDPLS 918IN D
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t�ZZN N.T.S.
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FOUND PIN AND
CAP PLS 2376
FOUND PIN AND
CAP PLS 33645
O
SET PIN AND
CAP PLS 25954
N 35' 15' 02" E
0.80'
DETAIL - B
N.T.S.
FOUND 3/4" DIA. BRASS TAG N 26' 45' 56" E
PLS 33645 AFFIXED TO
3' DIA. ROCK 0.75'
SET PIN AND
CAP PLS 25954
DETAIL - A
N.T.S.
AS -BUILT SURVEY CERTIFICATION STATEMENT.
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SET PIN AND CAP
PLS 25954
A=4' 08' 54"
R=219.00'
L=15.86'
CB=S 14' 34' 48" W
CD=15.85' \
II
FOUND PIN AND CAP
'
KKBNA PLS 19598
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DETAIL - D \ of N
N.T.S. `n• .I
I, the undersigned Registered Land Surveyor, hereby certify that the elevations,
grading and drainage features shown of the property described as: 675 S. Alps Road
were developed from surveying the property on in May and June of 2016
and accurately depict the elevations existing during the survey. The elevations may
change subsequent to the survey due to subsistence, upheaval, erosion, acts of man or
other factors. Therefore, this certificate may not accurately depict elevations, grading
and drainage patterns aft f survey. Easements are shown per the plat unless
noted otherwise. No p Qh+rrk,tT within the 100-year flood plain as defined
by FEMA, except as li�
� zl
I
SET PK NAIL AND
WASHER PLS 25954
FOUND PIN AND CAP
RIVER CITY SURVEYS
PLS 29030
C4 SEE DETAIL - F
SET PK AND
WASHER PLIS 25954
N
0 o�
- CA_
:et
F ook FSS
1 ' - Xy/e/T _o FlSF
36" DIA. CULVERT \ �'0,oP loz, T
9
�=7' 01'
47"-
R-241.00'
CB_S 08'29,'29.57'
50 W
CD�29.55'
o �
O
0 O \ \ DETAIL - C
N.T.S.
BOULDER WALL
A /O• C/
<qT o�<�Ty o�QFFk'
q
F 6S
FEET 10 0 10 FEET
GRAPHIC SCALE
SCALE: 1 INCH =10 FEET
6-28-16
For and behalf of ®�` `•.'
im
.�0 MOSES LOT SPLIT, 3RD AMENDMENT LOT 2 DRAINAGE AS -BUILT MAP
(See Sheet 3 for Engineer , rtificate) CITY OF ASPEN, PITKIN COUNTY COLOR
ADO
CITY OF ASPEN COLORADO
SCALE: 1" = 10' DATE: JUNE 28, 2016
PINNACLE DESIGN CONSULTING GROUP, INC.
805 BUCK POINT ROAD
CARBONDALE, COLORADO 81623
(970) 963-2170
SHEET 2 OF 4
VICINI I Y MAN PROJECT
LOCATION
PROPERTY DESCRIPTION
Amended Lot 2, Moses Lot Split (675 S. Alps Road)
Lot 2, as shown on the Moses Lot Split, Subdivision Amendment Plat
1st Amendment Lot 1, 3rd Amendment Lot 2 as recorded in Plat Book 104
at Page 80 as Reception No. 604895, County of Pitkin,
State of Colorado.
17.82' (M)
P.O.B.
FOUND PIN AND CAP
PLS 16129
LITTLE NELL LODE
CLAIM 3881 AM
P � 'S
p�N QLS MILLIONAIRE LODE �p� N�9�h
Fo'Np /
p Epp
GPp PN
p p�N PNp FOVNg184 pas`�ON
FPlN9 4 <_S 7E CEp
MS �aa1 PN` ,
(BASIS OF BEARINGS)
CURVE TABLE
CURVE NO. CENTRAL ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD DIST
C1
21' 17' 24"
249.60'
92.75'
N 14' 55' 14" E
92.21'
C2
65' 00' 00"
30.00'
34.03'
N 36' 46' 32" E
32.24'
C3
90' 00' 00"
58.00'
91.11'
S 65' 43' 28" E
82.02'
C4
32' 44' 59"
36.37'
20.79'
S 37' 05' 58" E
20.51'
C5
120' 48' 01"
40.00'
84.33'
N 66' 07' 32" E
69.56'
C6
15' 22' 00"
76.00'
20.38'
N 01' 57' 28" W
20.32'
C7
28' 42' 00"
150.00'
75.14'
N 23' 59' 28" W
74.35'
C8
23' 57' 00"
30.00'
12.54'
N 26' 21' 58" W
12.45'
C9
16' 04' 53"
125.59'
35.25'
S 04' 57' 55" E
35.13'
C10
50' 34' 00"
71.36'
62.98'
S 22' 12' 28" E
60.95'
C11
48' 31' 00"
45.11'
38.20'
S 71' 44' 58" E
37.07'
C12
32' 52' 08"
48.60'
27.88'
N 67' 33' 28" E
27.50'
LINE TABLE
LINE
BEARING
DISTANCE
L1
S 43' 14' 52" W
23.70'
L2
S 20' 43' 28" E
31.21'
L3
N 05' 43' 32" E
39.80'
L4
N 38' 20' 28" W
26.70'
L5
N 14' 43' 28" W
20.18'
L6
N 83' 59' 32" E
8.54'
L7
S 44' 46' 32" W
17.14'
L8
N 40' 38' 10" W
4.46'
L9
N 43' 42' 32" W
59.94'
L10
S 61' 01' 20" W
56.06'
L11
N 84' 58' 37" E
40.00'
N
c�
LINE 2-3 M.S. 3881 AM
ASPEN CHANCE SUBDIVISION
LEGEND
FOUND MONUMENT AS DESCRIBED HEREON
SET 5/8" REBAR W/ PLASTIC CAP PLS #24312
FOUND 5/8" DIA. REBAR WITH ALUMINUM CAP
P.L.S. 25954
FOUND P.K. NAIL AND WASHER STAMPED
P.L.S. 25954
NOT TO SCALE
POINT ON LINE
LIGHT POLE
MOSES LOT SPLIT, 3RD
AMENDMENT
LOT 2
DRAINAGE AS -BUILT MAP
CITY OF
ASPEN, PITKIN
COUNTY,
COLORADO
Notes:
1. Notice: According to Colorado low 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 the certification shown hereon.
2. Posted address: Lot 2: 675 South Aspen Alps Road
3. BASIS OF BEARINGS: The southeasterly line of Lot 1, Moses Lot Split
monumented at each end in the field as shown hereon is assumed
to have a bearing of S 44' 43' 37" W with all other bearings shown
hereon being relative thereto.
4. Property description and research for easements of record for the property
located at 675 South Alps Road were provided by Attorneys Title
Guaranty Fund, Inc. Policy No. OP201105004319 dated May 18, 2011.
5. All easements listed in the title policies for Lot 2 which can
be plotted or depicted, have been shown on this improvement survey plat.
6. BENCHMARK: Found 5/8" rebor with red plastic cap LS #25947
elevation of top cap (flat portion) = 8080.91' City of Aspen 1988 Datum.
rurx i ivrvJ Ur LU I L, Ntt'LA I OF LU I 2 MUSES LOT SPLIT
EXTENDING INTO LOT 7, ASPEN CHANCE SUBDIVISION
AS -BUILT SURVEY CERTIFICATION_ STATEMENT:
I, the undersigned Registered Land Surveyor, hereby certify that the elevations,
grading and drainage features shown of the property described as: 675 S. Alps Road
were developed from surveying the property on in May and June of 2016
and accurately depict the elevations existing during the survey. The elevations may
change subsequent to the survey due to subsistence, upheaval, erosion, acts of man or
other factors. Therefore, this certificate may not accurately depict elevations, grading
and drainage patterns after th,�urvey. Easements are shown per the plat unless
noted otherwise. No part i�OL r jn the 100-year flood plain as defined
by FEMA, except as note °
For and behalf of
(See Sheet 3 for Engin
CITY ASPEN
j
CONTROL
L POINT
/
GPS-2
i\
FEET
20 0 20 FEET
liiiiliiiil
LOT 2A
'�'��
GRAPHIC SCALE
SCALE: 1 INCH = 20 FEET
TIE \
37' 30� 56" E
1380.75 f
CITY OF ASPEN
D
CONTROL POINT
GPS-1
N M
_U z
�r
D
0
r
O -�
von
D
m�D C
r 2
Norm
ii ;U
O
D
N 44' 43' 97" P
FOR ACCESS AND UTILITY
EASEMENTS ACROSS _
LOT 1 AND LOT 2
(SEE SHEET 2)
FOR DRAINAGE
AS -BUILT
(SEE SHEETS 3 & 4)
FOUND PIN AND CAP
H.C.E. PLS 19598
EASEMENT DETAIL AREA (SHEET 2)
N.T.S.
MOSES LOT SPLIT, 3RD AMENDMENT LOT 2 DRAINAGE AS -BUILT MAP
CITY OF ASPEN, PITKIN COUNTY, COLORADO 16*9
CITY OF ASPEN"
COLORADO ,
SCALE: 1" = 20' DATE: ,TUNE 28, 2016 441.
PINNACLE DESIGN CONSULTING GROUP, INC.
805 BUCK POINT ROAD ftg
CARBONDALE, COLORADO 81623
(970) 963-2170 SHEET 1 OF 4
/ 7
't C
WATEP
VA,W
U�
IRRIGATION
VALVE
BOX
FIRE
HYDRAN
WATER
VALVE
ATER j
/ SHUTOFF,''
VALVEjo
/ VALVE,
BOX
6" INLET DRAIN
GRATE EL. = 8085.3 jr 0 8SR
/i INV. OUT = 8084.5
/ ABOVE GROUND / ` BOILER
NATURAL GAS Q
UTILITY PIPE ELE .
�` do TER
8Oe Z s
%IE
CONCRETE ` E s Ix !� PLEC
ANEL
APRON LOCATION t
UNDER MECHANICAL 1 BOes
EQUIPMENT 4
LOCA11ON f
(COVERED WITH SOIL IN`
SOME AREAS)
ao
CHILLER. as-
3s.�
SUPPLY ETURN
PIPING
i
MOSES LOT SPLIT, 3RD
AMENDMENT
LOT 2
DRAINAGE AS -BUILT MAP
CITY OF
ASPEN, PITKIN
COUNTY,
COLORADO
9
CO PR
� o
X. DRAINAGE INLET SO �p
M- EL. = 8080.5 d� �
i
INV. EL. = 8077.4 L_ _SUt�PE
. EL. = 8077.1
GATE \
KEYPA 0
_ r (CONCRE DRIVE) _ _ _ =-��- INv.: EL
INV. EL. 8076.9
GRADE
0 1
/ eo DRAIN ASIN / �o
INV. UT = 8076.3/ OUT E OF
..................
GATE I
` �°'/ ALL
L_��I---=-
PVG8" PVC
6" TRENCH DRAIN
n ACCESS AND ry'
°j h rn STONE 7'
ROAD &PARKING EASEOM°ENT
BOOK 277 PAGE 593 �o WALK -�
BOOK 235 PAGE 722
INV. OUT
/ AT WALL SPECIAL WARRANTY DEED n° CT
i
8081.0 BOOK 288, PAGE 899 o T -� i .Sri •T n�
/ o '
I %o^ WATER SERVICE (TYP.) - oho
�,
�W W W I aii' w`
CONCRETE`,,, o%
APRON I
INTERNAL
//
o ROOF DRAIN
mELECTRIC `,
y� (LAMBS TONGI,F,�) STONE
TELEPHONE Q / � VENEER-
/ 8C CABLE $//p I (PRE-EXISTING DRAINAGE
PIPE) LOCATION LEDGER
TV SERVICE//"T
LOCATION t -// ov
WALL LINE (TYP.) C I ¢Q� TOP OF GARAGE SLAB
AT DRIVEWAY EL. = 8080.0
ry
15"` PVC GROUND WATER I ,NDIRECTION
�' INSPEC71flfj, PIPE I j'ARROWS a
TOP COVER`EL,.,= 8080.2 I; ' (TYP.)
BOTTOM EL.
Q
rV //roo, I STAIRS
STONE WALL (TYP.) a
L - 23.0
I o
o o� ° z
/ .Q oh� �I-------(-
� ry
DRAIN IN"
GRATE EL. 8.6
"INV. EL. = {8083.4'
SUMP EL. \8_08�.1
BATTERED
_STONE WALL
.. ... ........
.
FEET 10 0 10 FEET __
GRAPHIC SCALE
SCALE: 1 INCH =10 FEET
CONTOUR INTERVAL = 2 FEET -
SEWER \S�'
MANHOLE
(TYP.)
....-
' FOUND REBAR AND RED
PLASTIC CAP
NAVD 88 BENCHMARK
EL. = 8080.91
` (SEE GIS TIES ON
SHEET 2)
- - - ---- ----------- - pU�
FOAL DF--
8080
P , lw_ _ �w_ _ W-- �►� ` 4R/�FgCcc� Wppo Rqr �-�... OD _�
Nc
v\ `Z�P1�W �F' # NATURAtGGAS RAl
R SER C Wei
l LOCATION t
f (LOCATION APPROXIMATE)-' Gam\
EXISTING " SEWER PVC SERVICE
S S S G
' -
- --
0.... �✓�FRONT WALKWAY ALLOWED\BEYOND _✓ o t1`
BUILDING ENVELOPE PER APtZROVED W, WAT
_ SER
CE
"INSUBSTANTIAL --AMENDMENT --TQ S
AATE"P,LANNED DEVELOPMENT" / �/\ W irYP,)
DD MARCH 27, 2015 / /G��J �� _W
GAS G T\ T DRYWELL #2 \
RISER �� RIM = 8083.1
1_� EG v c," BOTTOM = 8065.7 �L
NOTE:
STONEE....__.-- ., \ \
~ DRYWELL #1 TOTAL DRYWELL \
STEPS „- _... F.OUND,4T(ON DRAIN. CAPACITY > 1,245 CF \\ \
(.TYP) WATER DRYWELL `,RIM = SO83.1 (CONNECTED TOGETHER
o RIM = 8085.1 BOTTOM = 8065.4 INVERTS = 8075.8)
o� (60" f I.D.) INV. 8075.8
- --_~ -BUILDING ENVELOPE - - - - F
- - - - - - - - - - - - - -
mo ---------- D 8" PVC
�_..._...._ (` GRADE
EAVE --�� \^ 1 ROOF DRAIN
EAVE o-PIPE > -2% GRADE
DRYWELLS ARE O \ rn
o (TYP.) CMU WALL 60" t I.D. I DRYWELL #3 \
- - - - T �' 1 `f') A� ��� RIM = 8083.0
4» PVC ROOF DRAIN r-- ------ -- - -------� f CR'v�_�S�BOTTOM = 8064.1 �
PIPE > -2% GRAD 1F. ENTRY VALVE 8082 `C " S. INV. 1N = 8078.3
2 VALVE WINDOW WELL I a > 2-WAY
__.
8087.2 BOX BOX a� 3 I W. INV. IN = 8078.1
---- *-- I d'N C.O.
S 4" DRAIN w i
INV. OUT a �NLET BASIN I
I M g0 I o .rim O� 16" GRATE EL. = 8080.5'
TOP OF ROOF ( STONE MT . - 8082.0 _�o� INV. OUT = 8078.3
EL. = 8107.0 - - - -4C- -
W. INV. IN = 8079.7
ENTRY _ 4' PVC ��' �. INV. IN = 8079.5
°
GM O� 8084.0 -3% 8° - -
( _ p -4% r �UMP = 8�Q77-:8---_-
TOP OF CHIMNEY - - - - - - �wl ; ; -''"~ -ELECTRIC
GAS 21.1' TELEPHONE
COVER STONE
METER ( I &CABLE
STEP
EL. = 8111.4 02 /' �� M
(PRE-EXISTING 6" AREA DRAIN) EL b13 I I TV SERVICE n
PIPED TO PERIMETER GRAVEL c
(3) (TYP.)
GRATE EL. = 8069.5 w 4' PVC
TOP OF SOLAR PANEL ~ I ( WEEP DRAINS C
SUPPORTS EL. = 8110.1 I 4" TRENCH ¢ -_INVERTS =8080.2 � I LOT
TOP OF CHIMNEY DRAIN o� 02 a o NOTE: WATER FLOWS
COVER IN 8079 9 $°� o °g0� I o�� I DRAIN AND THEN TO
NOTE: TO ADJACENT TRENCH
SEE SHEET #4 I XCO
FOR ROOF DRAINAGE - DRAINAGE SYSTEM
DIRECTION ARROWS I L. 8114.5 I_,..._1 .�__.... __ I 4" PVC PIPES 605 S. ALPS ROAD
-2i GRADE
®I 19,5
I ►'� LONER LEVEL z I jl
LOT 2 1 °0 FF I = 8080.3 =, I a
Q
TOP OF COPPER
I ROOF HIGH PT. I I \
EL. = 8110.7 YY _ 675 S. ALPS ROAD J I M \
MULTILEVEL RESIDENCE I I I N
A I (STONEI PATIU)
(PRE-EXISTING 6" AREA DRAIN) UPPER LEVEL I 2-WAY"' 8
PIPED TO PERIMETER GRAVEL 8093. C.O. I O90
GRATE EL. = 8068.3 0 M
13.1 - - - - - ROOF EAVE (TYP.)
-1 .......... ......_: ry
\y I /11
OUTSIDE OF 093 1g �00�� L - -�- TOP OF PLY. 3" COPPER �- - - - Q• I INLET BASIN W/ 6" d1;W COVER
f _
NEW FOUNDATION EL. = 8093.1 DOWN SPOU LIGHT 8093.0 ';
COVER EL. 8093.0
WALL (TYP.) MANHOLE ACCESS FOR DUPLEX I I O I I • I„ INV. OUT = 8091.0
7 ; GROUND WATER SUMP PIMP WELL o uMp - 8089
8093.3 ry (CONVEYS TO PERIMETER DRAIN) ( L 21.1 >/, Q L-
.. STONE
"> I 8093.2 93.2 8093.2 I �� LIGHT CAL
`'' .: PATIO "y -
ROOF EAVE (TYP.) " N I I (TYF:)- Ply
I--- ------- -----� /
STONE , /�\`•. 8sos3� \ Ca 8093.1 4" PVC
0g3.
,o _26.3' a°g��YO $°g� 09�1� STONE u
093.1 \ 093 ® iy�Q PATIO ^7
8 rn y �.. /
NrER _.....
\ V / \ boo Q /
\ / CO GRADE .0
4" PERFORATED �.. O _ _
_..- _a_ _ _ _... .....__._ PLANTER PLANTER
PVC PLANTERS --
> - 2% GRADE � \' /
\ _.......INJ,.ET BASIN W/ 24 ......,.
- --BltitDlNG _ _ BATTERED STONE WALL -' 4" PERFORATED --� "
ENVELOPE IYP. = _- - - - - - - - - - - - v E - _ �/ OCOVERCE 809.3;1
=' INLET BASIN .....
16" ( �,,. - GRADERS _
SLOT DRAINN INV. OUT = 8090.0''`....
OF�EN~ COVER INLET BASIN W 18" OPE OVER N.: `1N14. 4N -., 8090 1
�._..._.._.,_,_ _..-. COVER EL. = 8093.0 COVER EL = 8093:2 /
3 ,4 WIDE f COVER EL. = 8093.1 / E. INV. IN = a090 9 W
INV. OUT = 8091.2 INV. OUT = 8090.9 0
SUMP = 8090J
'SLOT DRAIN M. IN - 8090.9 INV. OUT = 8090.sv' SUMP - 8089.5 VEN
_.___._ ._ _. _ . _- ~f' SUMP = 8090.4 INV. IN = 809Q.-7" �
_ ..-...1 SUMP - $089.5 `.,.
ry-„_._.M1 OR INCREASE IN SIZE OF "
CATERING KITCHEN' ADDIT+ON..._----,.-____
_ ......_......------
AMENDMENT PER_ -APPROVED ."INSUBSTANl1AL ~.~.._._..__. ___ _____.........____ .._._.._.__,__-
m,__ __._.._ .. _..., ._._
TO A PLANNED DEVELE�M_Et�._-_ .,
iSATED MARC1i7;'"'"2015 __ ' ..._ 8110
_
NOTE:
1. FOR PROPERTY LINE AND EASEMENT INFORMATION, SEE SHEET 1 AND/OR SHEET 2.
2. DRAIN PIPE GRADES: (PROVIDED BY CONTRACTOR OR CALCULATED).
AS -BUILT SURVEY CERTIFICATION STATEMENT:
I, the undersigned Registered Land Surveyor, hereby certify that the elevations,
grading and drainage features shown of the property described as: 675 S. Alps Road
were developed from surveying the property on in May and June of 2016
and accurately depict the elevations existing during the survey. The elevations may
change subsequent to the survey due to subsistence, upheaval, erosion, acts of man or
other factors. Therefore, this certificate may not accurately depict elevations, grading
and drainage patterns ?FIR-11
of survey. Easements are shown per the plat unless
noted otherwise. No pwithin the 100-year flood plain as defined
by FEMA, except as
6-28-16
For and behalf of
REGISTERED PROFESSIONAL ENGINEER'S STATEMENT:
I, the undersigned Registered Professional Engineer, certify that I have inspected the
as built survey data for the project site: 675 S. Alps Road
and have concluded that the property will drain adequately in conformance with the
drainage plan submitted and approved by the City on date:
By:
Date
Richard Goulding ',' 06-29-2016
PE License No, 39327
MOSES LOT SPLIT, 3RD AMENDMENT LOT 2 DRAINAGE AS -BUILT MAP
CITY OF ASPEN, PITKIN COUNTY, COLORADO
CITY OF ASPEN COLORADO
SCALE: 1" = 10' DATE: JUNE 28, 2016
PINNACLE DESIGN CONSULTING GROUP, INC.
805 BUCK POINT ROAD
CARBONDALE, COLORADO 81623
(970) 963-2170
SHEET 3 OF 4
_ 1:0
FEET 5 p 5 FEET
GRAPHIC SCALE
SCALE: 1 INCH = 5 FEET
M OSES LOT SPLIT, 3RD AMEI`
II
II
II
II
I
I
I
I
LEGEND
� DRAINAGE DIRECTION ARROW (TYF
67;