HomeMy WebLinkAboutpitkin.bldg.273514402003,273514402004 (2011)DOCUMENT
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Certificate of Occupancy or Letter of Completion
Permits
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Any Supporting Documents
Site Plans
(NOTE: All structural plans will be grayed out. If you require the ability to see structural
plans, you must have a letter from the owner stating you are allowed to have plans. This
letter must be submitted to Pitkin County Community Development Department)
PERMITS
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C. Christoff
APPLICATON
MATERIAL
PLANS
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Applicant acknowledges that he/she has been informed by
CASTLE CREEK ROAD Pitkin County of the existence of environmental hazard are -as
PITKINI COUNTY, COLORADO that might affect the property, any improvements, and the use
........ .....
00 0,0% e% and occupancy thereof, the provisions of the P'tkin County
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regulations do not in any way assure or imply that areas
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-outside of designated hazard are -as will be ke-e from hazords,
-d mitigation measures will -e the safe
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of any property
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Nome Gw
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Murry Bowden Trustee
Pitkin County Community Development Director
,This Activity EnvelopelSite Plan has been reviewed and
approved by the Pitkin County Community Development Director
th-ts --Wta subject to
day of JL
Administrative Decision No. recorded as
reception No. --raLu-N-AGA - — — — — --
- — — — — — — — — — — — — — — — — —
Pitkin County Community Development Director
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15) FLUME: A ND
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ENLARGED AREA OF
DRIVEWAY
Accep tonce for RecordinSt
=,; l
and Recorder
RECEPTION#: 583362,10/06/2011 at
02:53:16 PM, I OF 31 R $31.00 Janice K. S -L
Vos Caudill, Pitkin County, CO
PLAT BK 98 PG 30
OR
Pitkin Couinty�)
OCT 06 2011
C-0� MU -14
"!Y
�L=
11
COMWN NAME
Aspen 99
Thimbleberry 6
REVEGETATION PLANT LIST
COMMON NAME
Western Wheatgrass
20%
Slender Wheatgrass
20"lo
Green Needlegrass
15010
Thickspike Wheatgrass
1,5010
Indian Ricegrass
10%
Mountain Brome
'10%
Secar Bluebunch
10%
hflEELI,ANE0US
... .... .....
Pitkin County Approved Seed Mix planted at
a rate of 8oz/1,000 s.f (181bs/ar-ce)
Exact locations of plant and tree material to be approved by the
,andscape Architect in the field prior to installation. Landscape Architect
eserves the right to adjust plants to exact location in field.
�. Verify plant counts and square footages: Quantities are provided
s owner information only. If quantities on Plant list differ from
graphic indications, then graphics shall prevail.
i. Contact the local underground utility services for utility location
nd identification.
k Perform excavation in the vicinity of underground utilities with
:are and if necessary, by hand. The Contractor bears full responsibility
,or this work alonge to utilities shall be repaired
anal disruption or
mmediately at no expense to the owner.
i. Trees shall bear same relation to finished grade as it bore to existing.
i. Provide matching forms and sizes for plant materials within each
ipecies and size designated on the drawings.
7. Prune newly planted trees only as directed by Landscape Architect.
3. Align and equally space in all directions shrubs so designated Per
Lhese notes and drawings.
). Landscape Architect to review plant materials at source or by
photographs prior to digging or shipping of plant materials.
10. Cut and remove burlap from top 1/3 of rootball.
11. Verify locations of pertinent site imp, eats installed under other
sections. If any part of this plan cannot be followed due to site conditions,
contact Landscape Architect for instructions prior to commencing work.
1--itkin Cc
U
OCT 06 2011
0 6W
E lei
..........
. . . . . . . . . . . . . . . . . . . . . . . . .
I
PROPOSED GUARDRAIL AND ROCK RETAINING WALL
PROPOSED VIEW FROM CASTLE CREER R*AD
'tk'n Count�
OCT 06 2011
6SECOND AMENDED
AND
UFLOT3 LUT 4
NARUY
UN
A SUBDIVISION EXEMPTION FOR A MINOR PLAT AMENDMENT — FOR THE PURPOSES OF ADJUSTING
THE ACCESS AND UTILITY EASEMENT ACROSS LOTS 3'AND 4.
APPROVALS GRANTED BY ADMINISTRATIVE DECISION NO. __1 5- 2.0 11 —
S RECEPTION NO. AlAl—.
RECORDED A
"r, ^
1, ROBERT C. HUTTON, PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS
"SECOND AMENDED PLAT OF LOT 3 AND LOT 4 HARDY SUSDIMSION-, THAT THE LOCATION OF THE EASEMENTS,
OUTSIDE BOUNDARY, ROAD$ AND OTHER FEATURES ARE ACCURATELY AND CORRECTLY SHOWN HERE -ON, THAT THE
SAME ARE BASED ON FIELD SURVEYS PERFORMED BY ME, AND THAT THE PLATTED SITE CONFORMS TO THAT STAKED
ON THE GROUND TO THE BEST OF MY BELIEF AND KNOWLEDGE.
IN WITNESS THEREOF .1 HAVE SET MY HAND AND SEAL THIS __2—e }AY OF 2011.
00 p
BY:
BERT C. HUTTON, PLS #24312 .6 •*
A PERPETUAL, PRIVATE, NON EXCLUSIVE EASEMENT, RIGHT-OF-WAY OVER, ALONG, ACROSS AND BENEATH
THE REAL PROPERTY FOR CONSTRUCTION, INSTALLATION, UPAIR, MAINTENANCE, OPERATION, REMOVAL OR
11.11, .1 s e 1 -1 .
REPLACEMENT OF PRIVATE AND I � OR PUBLIC , UTILITIES, ROADWAY UW9OVZMVNTS AND INCIDENTALS THRRETO,
SAID EASEMENT SITUATE IN THE COUNTY OF PITXM, STATE OF COLORADO, BEING WITHIN SECTIONS 14
AND 23, TOWNSHIP 10 SOUTH. RN, 08 815 WEST, OF THE OT H P.M., AND BEING WITHIN A PORT -ION OF
ITARDY SU13,017VISION AS SAW SU130MMON IS SHOWN ON THAT CERTAIN PLAT FaXD JUNE 7, 0400 IN
PLAT BOOK 63 AT PAGE 69 OF THE OFFICIAL RECORDS OF PITKIN COUNTY, COLORADO, SAID EASEMENT
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
B0DINNING AT A POINT ON THE WESTERLY UNV OF CASTLE CREEK ROAD (00 FEET WIDE), SAID POINT
BEARS NORTIj 2(y32,03, FAST 147.63 FEET DISTANT FROM THE ijbU1T'�T Li MOST CORNER OF LOT 4 OF
SAID PLAT OF HARDY SIMMSION; THENCE FROM SAID POINT OF 990 , IN
NINO SOUTH 4W 1 Wfig' WEST'
607,78 pWr., THEME SOUTH 0016l66" R 2".06 FRET TO THE i46j�I RLY LINS OF LOT 2 OF
SAID HARDY SUBDIVISION- THEN09 NORTH SW05'47" WEST 65.09 FEET ALONG SAID NORTHEASTERLY LINE;
THEME LEAVING LAST i,A10 WW OF WT la, NORTH OV~ WEST 335.15 FEET; THEME
NORTH w4w2g' EAST 13628 FRNT- THENCE 23&00 FEET NORTHRAST MIX A -LONG A TAKENT CURVE
CURVE CONCAVE TO THE WEST 4wk A RADIUS082 60 FEET W
RADIUS OF A DELTA ANGLE OF IW35'39';
D LOT '0
THEME SOUTH 5IW57'14�' RAST 36.2-1 FEET A. -LONG THE SOUTHERLY LINE OF SAI 4; THENCE SOUTHERLY
237.43 FEET ALONG A NoN--T&xOW CUM CONCAVE TO THE WEST (,TO WHICH THE CENTER OF CIRCLE
OF SAID CURVE SEARS NORTH 03739141' WT 1017.60 FEET I)ISTANT),HAVING A DRUTA ANGLE OF
THENCE SOUTH 3W4223" WEST -49 50.3 PART- TH) -,39 SOUTH 0-46'00 'EAST 21.56 FUIT; THENCE
PSCE
0 FERt THENCE N WOW D Tft 1198
001m FIEVIT. Not N ?"1011 0 PUT; THE
NOWrH 4'r i�"66 riwal litsiT, qwmiW No
Cz min -F EAST �00.16 FEET; THENCR'NORTH
5xWO0104" W MOO MET; THEME NORTH 2,720"01" EAST IS7.915 PUT; THEME NORTH 84`19'1.'7" EAST
80.218 FEET TO A POINT ON SAID WXtTEIRLY LINE OF CASTIS CREEK ROAD 0 FEET i SAID POINT
't Dl$T,,AT FROM 11 INT
REARS NORTH 30�321)1, AmT, 401M PEE N I
�j POI OF B GINNING U16R IN DESCRIBED,
THENCE SbuitdiiiWRLY 452 FEET MORE OR LESS ALONG SAID WESTERLY LINE Of CASTLE CREEK ROAD
To THE POEST OF BEGINNING.
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Little ITIk Grook
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VIONITY-14AM
SW 1/4, SECTION '14
ASPEN HIGHLANDS SKI AREA
N 88'46'38" W
[71
.20
I SECTION 14
CONSERVATION, MUM
(53 PLAYS 59)
I LOT 3
(PER PLAT 8001K 53 'PACE 59-)
AREA — 40.065 * ACRES
SW 1/4, SE 1/4 SEC'FION 14.
SECTION 14
SECTION 23
LOT 2
(PER 53 PLATS 59)
hQ1L5.L
1. THE SURVEY SHOWN HEREON IN BASED IN PART ON THE FINAL PLAT OF HARDY SUBDIVISION (PLAT BOOK 53 A
PAGE 59) AND THAT CERTAIN BOWMEN MINOR PLAT AMENDMENT (PLAT BOOK 74 AT PAGE 93).
2. BASIS OF SEARINOS: THE BEARING N 56'57*14" W (404.913' BETWEEN FOUND MONUMENTS SITUATE
ALONG THE SOUTHERLY LINE OF LOT 4, AS SHOWN ON THEARY SUBDIMSION PLAT FILED IN PLAT BOOK 53 AT PAGE 59,
1 HARDY SUBDIVISION IS SUBJECT TO THE PROTECTIVE COVENANTS RECORDED AT RECEPTION�4�39 6 OFFICIAL RECORDS
THERETO,
OF PITKIN COUNTY. THE OR-IONAL PLAT OF HARDY SUBDIMSON AND DULY APPROVED AMENDMENTS _RETO, REMAIN
UNMODIFIED HEREBY AND IN FULL FORCE
AND EF'F'ECT,
sm
E
CONStRVATION EA EENT
(53 PLATS 59)
LOT 4
4^
(PER PLAT 1300K 53 PAGE 59)
(AMMENDED PER PLAT BOOK '74 PAGE 93)
AREA 24,298 ± ACRES
11,425 ACRES
//acm
FLY
z 11ol. CASTLE CREEK ROAD
(REG #44 1 39 93 ) 1 CENTERLINE OF 60' ROAD
EASEMENT DESCRIBED IN
DEED BOOK 157 AT PAGE 508
4 (AS SHOWN ON 53 PLATS 59)
>
kV
IN FEET
1-0.0 ft.
i ii
Aq,k AN U
U
,,0&5
GRAPHIC SCALE
I
13 ALMW 7171,.Urmo
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A
BOWDEN AS00 INWeWOAt� LP BEING TH S61LE OWNER OF LOT 41 'G INNP
KNOW ALL MEN BY THE t PR � IT HAT EN TRU��,,
OF 1990 BEV
A, SA 017K
4ky 4v 'HE OTH P�M,
COUNTY �TATE OF 00t -OR '0 -ART OF SECTION$ 14 0 23 T.1 0 S., R. $6 W., OF T
PARTicULARLY dtSC ED A A"
4. r AD BEING A P
SAID heA W� RE INIS MORE S 200%�
LAT ENTITLED "HARDY SUBDIWISION" FILED JUNE 7, 20,00 IN
ALL OF LOT 3 AND LOT 4, AS SHOWN ON THAT CERTAIN 0 S
46 D RECORDER Or PITKIN COUNTY, COLO _,D. . , AID LOT 4
PLAT BOOK 43 AT PAGE 59 IN THE OFFIC E OF THE CLERK AN RA.
BEING AMENDED BY THAT RiTAIN PLAT "OOWDEN MINOR PLAT AMkWOWNT" FILED IN PLAT BOOK 74 AT PAGE 0,3,
PLAT OF LOT 3 AND LOT 4 HARPY SUSID
HAVE BY THESE PRESeNTS CAUSED THIS ;SE D AMENDED
AND UTILITY EASEMENT A Es
50w _[VISION" TO BE
S SHOWN AN 6, CR
4V PREPARED, EXECUTED AND RECORDED IN TO ADJUST THE ACCESS,
k-SEMENT" DEDICATE it FINAL ALL RIGHTS AND BENEFITS , AO D BY Tf L PLAT
,EFITS OF THE "30 -FOOT ODE ACCESS AND UT[LITY E
BOUNDARIV fr
OF HARDY SU0014" TO BE EXPANDED tO IN THE NEW 9 0 THE AMOSIDED EAUMM4T AS SHOWN.
EY HAVE BEEN INFORMED BY PIT -KIN COUNTY THAT THE AMENDED LOT 3 AND LOT 4
APPLICANTS ACKNOWLEDGE THAT TH SOF ADMINISTRATIVE DECISION NO. - 0
WON ARE SUBJECT TO THE TERMS AN CO DN I
AS SHOWN 4ERk
RECORDED
2011 AS RECEPTION NO.
3 1 AlM
DAY OF -4149451f-* 2011.
(pro K AbMD TE
EXECUTED THIS
THIS
X) voy; Pv
BY,
FND 5/8"REBAR W/ PLASTIC BY..
CAP LS #20133 30*OFFSET A MUR EN. TRji AIDE
V, L
STATE OF COLORADO
SS
COUNTY OF PITKIN
-A, THE FOREGOING CERTIFICATION OF OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS
N
---- — ---------
Aff 2011, BY MURRY BOWDEN AS
DAY OF
(m
M
AP
W 74 PLATS 93) "TNZ15
ESS MY HAND AND OFFICIAL SEAL.
TO BE AWN00
L2 tea'
AND 9mmCEDED NSA FND 5 WREBAR MY COMMISSION EXPIRES' --------
PLAS IC CAP LS#20133 30*OFFSET'
A
DE M -ANO
OCT 0 6 2011
THIS PLAT ENTITLED "SECOND AkIENDED PLAT OF LOT 3 AND LOT 4 HARDY SUBDIVISION"
Rmo
HAS BEEN REVIEWED AND APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR OF pm 41Y
ON /Al
C9
PITKIN COUNTY COLORADO THIS _'�,�DAY OF
APPROVAL OF THIS PLAT IS SUBJECT TO THE TERMS AND CONDITIONS OF ADMINISTRATIVE
AM9 1 S PION NO.
L m DECISION NO. _11.nURAL RECORDED 4,MV&t__, 20 1 A RECE T
IN THE PITKIN COUNTY CLERK AND � /
RECORDER'S OFFICE,
U AME tj U t
__
DIR Ii3R. PIT -KIN COUNTY COMMUNITY DEVELOPMEN'
U
I V1 Im
0z,
14 6 Q
Al,� 1
V 5 k K
HA DY 0SU u u Z�i
X.
r,. ►TOK 53, PAGE 5,99 PITKIN COUNTY RECORDS
FBO
5-144--=03/02004
ASSESSOR'S PARCEL 273
THIS PLAT ENIMED "SECOND AMENDED PLAT OF LOT 3 AND LOT 4
r
HARDY SUBDIVISION" HAS BEEN ACCENT -D FOR FILING IN THE (303/201 M ARPOSA LANE)
OM48" w
OFFICF, OF THE CLERK AND RECORDER OF PITKIN COUNTY. COLORADO,
UNINCORPORATED (CITY OF ASPEN) :PITKIN COUNTY COLORADO
fi21 THIS AL
DAY OF 011�i (%Ioil. IN PLAT BOOK
-a QW43 A 4
DATE: JULY, 2011
� � 4 � � � AT PAGE AS RECEPTION NUMBER,_�T '3 SCALE: 1 100'
LOT 2 RECEPTION#: 683363,10/05/2011 at ROBERT C. HUTTON
PER 53 PLATS 59) co 02:63:16 PM, I OF 1, R $11.00 Janice K.
PROFESSI-ONAL LAND SURVEYOR
I 6 ADO Vos Caudill, Pitkin County, CO 725 CEMETERYLARE
U) OUN
30' PLAT BK 98 PG 33.1
ASPEN, COLORADO 81611
—9952
(PYR (970) 544
oill
k'PLAT�1,16CoR.SECTIaNSECOiND AMENDEu' 14
OF SOT 3 AND . SOT 4
HARDY SUBDIVISION
A SUBDIVISION EXEMPTION FOR A MINOR PLAT AMENDMENT —FOR THE PURPOSES OF ADJUSTING
THE ACCESS AND UTILITY EASEMENT ACROSS LOTS 3 AND 4.
APPROVALS GRANTED BY ADMINISTRATIVE DECISION NO.
RECORDED ----- AS RECEPTION N0. ---------
5UMLEYOR'S CER]IFICAIE:
1, ROBERT C. HUTTON, PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE PR
"SECOND AMENDED PLAT OF LOT 3 AND LOT 4 HARDY SUBDIVISION", THAT THE LOCA OF THE EASEMENTS,
OUTSIDE BOUNDARY, ROADS AND OTHER FEATURES ARE ACCURATELY AND CORRE Y SHOWN HEREON, THAT THE
SAME ARE BASED ON FIELD SURVEYS PERFORMED BY ME, AND THAT THE P TED SITE CONFORMS TO THAT STAKED
ON THE GROUND TO THE BEST OF MY BELIEF AND KNOWLEDGE.
IN WITNESS THEREOF, I HAVE SET MY HAND AND SEAL THIS D OF 2011.
pC 0
41�
BY.
ROBERT C. HUTTON, PLS #24312
2`3712
ir
2.,
A PERPETUAL, PRIVATE, NON-EXCLUSIVE EASEMENT, RIGHT - -WAY OVER, ALONG, ACROSS AND BENEATH
THE REAL PROPERTY FOR CONSTRUCTION, INSTALLATION, REP
MAINTENANCE, OPERATION, REMOVAL OR
REPLACEMENT OF PRIVATE AND OR PUBLIC UTILITIES, ROADWAYMPROVEMENTS AND INCIDENTALS THERETO,
SAID EASEMENT SITUATE IN THE COUNTY OF PITKIN, STATEOF CQLORADO, BEING WITHIN SECTIONS 14
AND 23, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M.,
P D BEING WITHIN A PORTION OF
HARDY SUBDIVISION AS SAID SUBDIVISION IS SHOWN ON THAT CT PLATT FILED JUNE 7, 2000
0 IN
_M
PLAT BOOK 53 AT PAGE 59 OF THE OFFICIAL RECORDS OF PITKIN COU COLORADO, SAID EASEMENT
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE WESTERLY LINE OF CASTLE CREEK ROAD (66
0 'FEET WI
BEARS NORTH 20*32*03' EAST 187.53 FEET DISTANT FROM THE SOUTHERLY MOST CORNER OF LOT 4 OF
SAID PLAT OF HARDY SUBDIVISION; THENCE FROM SAID POINT OF BEGINNING SOUTH 4,V13'56" WEST
607.78 FEET; THENCE SOUTH 02'18'2Y* E 244.06 FEET TO THE NORTHEASTERLY LINE OF LOT 2 OF
SAID HARDY SUBDIVISION; THENCE NORTH 89*05'41' WEST 55.09 FEET ALONG SAID NORTHEASTERLY LINE;
THENCE LEAVING LAST SAID LINE OF LOT 2, NORTH 02'18'2Y' WEST 335.15 FEET; THENCE
NORTH 394223' EAST 136.28 FEET; THENCE 233.08 FEET NORTHEASTERLY ALONG A TANGENT CURVE
CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 982.50 FEET WITH A DELTA ANGLE OF 13'35'32';
THENCE SOUTH 56'57'14!' EAST 35.21 FEET ALONG THE SOUTHERLY LINE OF SAID LOT 4; THENCE SOUTHERLY
237.43 FEET ALONG A NON -TANGENT CURVE CONCAVE TO THE WEST (TO WHICH THE CENTER OF CIRCLE
OF SAID CURVE BEARS NORTH 63739'47" WEST 1017.50 FEET DISTANT) HAVING A DELTA ANGLE OF 13-22'11";
THENCE SOUTH 39*42'23' WEST 69.53 FEET; THENCE SOUTH 45*46'04�' EAST 21.56 FEET; THENCE
197.60 FEET; THENCE N 65'00'OU' W 201.70 FEET; THENCE N 77*30'00!' W 119.80 FEET; THENCE
NORTH 44!13'56' EAST 505.81 FEET; THENCE NORTH 31*59'2e EAST 256.16 FEET; THENCE NORTH
58'00'34!' W 15.00 FEET; THENCE NORTH 27*26'01" EAST 137.95 FEET: THENCE NORTH 84!19'17" EAST
88.28 FEET TO A POINT ON SAID WESTERLY LINE OF CASTLE CREEK ROAD (60 FEET WIDE), SAID POINT
BEARS NORTH 3"2'01' EAST 451.78 FEET DISTANT FROM THE POINT OF BEGINNING HEREIN DESCRIBED;
THENCE SOUTHWESTERLY 452 FEET MORE OR LESS ALONG SAID WESTERLY LINE OF CASTLE CREEK ROAD
TO THE POINT OF BEGINNING.
SW 1/4, SECTION 14
ASPEN HIGHLANDS SKI AREA
940.39'
N 88*45'38" W
A"C-Aa55
■
N 89*07'53" W
iTl
- 5 ((., -TC-
NO WORK IS PERMITTED
OUTSIDE THE APPROVED
BUILDING ENVELOPE
CONSTRUCTION
ALL PARKING, STAGING &
STORAGE MUST BE MAINTAINED
ON SITE_A�
CONSERVATION EASEMENT
(53 PLATS 59)
LOT 3
(PER PLAT BOOK 53 PAGE 59)
AREA = 40.065 ± ACRES
SW 1/4, SE 1/4 SECTION 14
PWr to any excsysbon
work cOntW Min County
m
N 8900753" W
1193.40' 257-91
CONSERVATION EASEMENT
(53 PLATS 59)
LOT 4,
(PER PLAT BOOK 53 PAGE 59) 00
(AMMENDED PER PLAT E300K 74 PAGE 93) �C
AREA = 24.298 ± ACRES
= 11.425 ACRES
lb
15' FLUME AND
w RAI, EASEMENT
9) `O- CASTLE CREEK ROAD
(PER S PLATS 5 CENTERLINE OF 60' ROAD
(REC J443993) -10, EASEMENT DESCRIBED IN
04 DEED BOOK 157 AT PAGE 508
(AS SHOWN ON 53 PLATS 59)
co
eq 0
Cn
ry
GRAPHIC SCALE
100 0 50 100 200 400
IN FEET
SALT` 1 inch = 100 ft.
A,
PROPOSED ACCESS AND U71LITY
EASEMENT AND ACTIVITY EN LOPE
,> 00,01
00
emacs
R11FICATE OF 0ME93_HLP-_
% /KNOW ALL MEN BY THESE PRESENTS THAT BOWDEN TRUST OF 1990 BEING THE SOLE OWNER OF LOT 3, AND
BOWDEN ASPEN INVESTMENTS, LP BEING THE SOLE OWNER OF LOT 4, AS SAID LOTS ARE SITUATE IN PITKIN
00, COUNTY, STATE OF COLORADO, BEING A PART OF SECTIONS 14 AND 23, TAO S., R. 85 W., OF THE 6TH P.M.
co 9 V, _l\ SAID REAL PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS -
4z /\ , 0 C //_ 4% // AlJr
-14 1 . tA e �, � ALL OF LOT 3 AND LOT 4, AS SHOWN ON THAT CERTAIN PLAT ENTITLED "HARDY SUBDIVISION" FILED JUNE 7, 2000 IN
41 t�l �/ 4z"�- /
IV. PLAT BOOK 53 AT PAGE 59, IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO. SAID LOT 4
(b
v ./ - - / BEING AMENDED BY THAT CERTAIN PLAT "BOWDEN MINOR PLAT AMENDMENT" FILED IN PLAT BOOK 74 AT PAGE 93.
14\Sl 10 ,D
6
HAVE BYTHESE PRESENTS CAUSED T"AMENDED PLAT F 3 LOT 4 HARDY SUBDIVISIONTO BE
PREPARED, EXECUTED AND RECORDEDHIS IN ORD ERSECOND TO ADJUST THE ACOCESSLOT AND UTILITYAND " EASEMENT AS SHOWN AND DESCR
ALL RIGHTS AND BENEFITS OF THE "30 -FOOT WIDE ACCESS AND UTILITY EASEMENT" DEDICATED BY THE FINAL PLAT
Cb V4
EXPANDED TO INCLUDE THE NEW BOUNDARIES OF THE AMENDED EASEMENT AS SHOWN,
11b OF HARDY SUBDIVISION TO BE
6 Ye
t�l A& �w n APPLICANTS ACKNOWLEDGE THAT THEY HAVE BEEN INFORMED BY PITKIN COUNTY THAT THE AMENDED LOT 3 AND LOT 4
# AS SHOWN HEREON ARE SUBJECT TO THE TERMS AND CONDITIONS OF ADMINISTRATIVE DECISION NO. ----- — --
%nning at 970-429-2799 ACCESS AND 2�� m Kl^
SECTION 14
SECTION 23
LOT 2
(PER 53 PLATS 59)
mumljr-u ----------- - - - - - - - - - -
(PYTILITY EASEMENT
R
53 PLATS 59)
.110 To BE AMENDED ,�W �1/o RECORDED
THIS DAY OF AUGUST, 2011.
AND SUPERCEDED
11,
c77 /,/, VO. B
FNID.5/8"REBAR W/ PLASTIC BY: ------------------ BY:---____--------_----____
CAP LS #20133 30'OFFSE MURRY BOWDEN, TRUSTEE MURRY BOWDEN
A?
�' /�` / j % l 4
Cl ACKNQWLEDGEMENT-
STATE OF COLORADO
Cv Ss
COUNTY OF PITKIN
THE FOREGOING CERTIFICATION OF OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS
Al 00"
30' ACCESS AND- ci
Y EASEMENT DAY OF ------------- 2011, BY MURRY BOWDEN AS
_b CS
PLATS
9
&
(PER53A5
PER 74 PLATS 93) WITNESS MY HAND AND OFFICIAL SEAL.
TO BE AMENDED
A),40 AND SUPERCEDED / FND "REBAR MY COMMISSION EXPIRES: ------ --- — ------- ----------
40 4�- k / �
.41 PLASTIC CAP LS#20133 30'OFFSET
NOTARY PUBLIC
0)
v
ROA /;�K
4v
/�
COMMUNITY DEVELOPMENT DIRECTOR'S APPRQVAL:
Y
45" THIS PLAT ENTITLED "SECOND AMENDED PLAT OF LOT 3 AND LOT 4 HARDY SUBDIVISION SEP
Z 4 HAS BEEN REVIEWED AND APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR OF
PITKIN COUNTY COLORADO THIS --- DAY OF ---------- 2011.
APPROVAL OF THIS PLAT IS SUBJECT TO THE TERMS AND CONDITIONS OF ADMINISTRATIVE
PROPOSED ACCESS AND -47
U77LITY EASEMENT I / � /,,� / 'T'@ il DECISION NO. ------ — RECORDED -------- 2011 AS RECEPTION NO. ---------
A, sg:?S, z l 43 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE.
01 _ry
112. S9, ILA
Cq ------------ — ------------- SECOND AMENDED PLAT
DIRECTOR, PITKIN COUNTY COMMUNITY DEVELOPMENT
;310 -"o OF LOT 3 All"40 LOT 4
�jp Z
Nul) HARDY SUB"DIVISIOM
4� C19
.01 oD
11 PLAT BOOK 53, PAGE 59, PIT KIN COUNTY RECORD
S
00* blCID ACCEPTANCE FOR RECQRQINQ:-02003/02004
THIS PLAT ENTITLED "SECOND AMENDED PLAT OF LOT 3 AND LOT 4 ASSESSOR'S PARCEL 2735-144
Oen WIN 89'05' " 48 W Lu HARDY SUBDIVISIONHAS BEEN ACCEPTED FOR FILING IN THE
07 " a (303/201 MARIPOSA LANE)
toOFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO,
THIS ----- DAY OF ----------- 2011, IN PLAT BOOK ----- UNINCORPORATED (CITY OF ASPEN) PITKIN COUNTY COLORADO
S 89621*05.35'
KI E DATE:
Tr I"
- Knob DUML IVIL. i,_ i Tr74Z71 55.1091 * I I AT PAGE AS RECEPTION NUMBER SCALE: I = Ivv LY, Z_u I I
141`
WHiTE RIVER NATIONAL FORE. 1`
, d0ihdt;
AA
"', 1 6 ------ — ------------
,, �, � "'A
�, , - N�� , 1. THE SURVEY SHOWN HEREON IN BASED IN PART ON THE FINAL PLAT OF HARDY SUBDIVISION (PLAT BOOK 5
,On 1 1 3 A LOT 2 1,01
J!� z
PAGE 59) AND THAT CERTAIN BOWDEN MINOR PLAT AMENDMENT (PLAT BOOK 74 AT PAGE 93). co
Ca
le Orotk Road V$ 2. BASIS OF BEARINGS: THE BEARING N 56*57'14" W (404.90') BETWEEN FOUND MONUMENTS SITUATE (PER 53 PLATS 59)
----
Xe
24
ALONG THE SOUTHERLY LINE OF LOT 4, AS SHOWN ON THE HARDY SUBDIVISION PLAT FILED IN PLAT BOOK 53 AT PAGE 59. CCEWW_X�5_RECORDER
-in' Arrrcc m
AND PITKIN COUNTY, COLORADO
J. MANUT SUBDIVISION IS SUBJECT To THE PROTECTIVE COVENANTS RECORDED AT RECEPTION #443996 OFFICIAL RECORDS UTILITY rASC'UCAIT 10 n
Vik-41INI 1 1 lvImr_ 0 p
OFPITKINCOUNTY. THE ORIGINAL PLAT OF HARDY SUBDIVISION AND DULY APPROVED AMENDMENTS THERETO, REMAIN (PER 53 PLATS 59)
N.T.S. UNMODIFIED HEREBY AND IN FULL FORCE AND EFFECT.
ROBERT C. HUTTON
:w'ROFESSIONAL LAND SURVEY01
725 CEMETERY LANE
ASPEN, COLORADO 81611
(970) 544-9952 1
SHEET 1 OF 1
JOB# 129-11
EXHIBITS 6 THROUGH 14
MAROON CREEK ROAD
� casTLE CREEK ROAD SHEET INDEX
. .............
4
jW&
AW f
C.5 SHEETS
ROADS
u
. . . . . . . . . .
C.500
EXHIBIT
9 MARIPOSA LANE DESIGN
C.510
EXHIBIT
10 -
rpt!
.,.:
C.511
i Ji
..
STA 0+00 TO
STA 2+30 CROSS SECTIONS
C.512
EXHIBIT
12 -
STA 2+40 TO
STA 4+50 CROSS SECTIONS
f
C.513
EXHIBIT
§hIl/
STA 4+60 TO
"I
0.514
EXHIBIT
14 -
jW&
AW f
tai j
C.000 COVER SHEET
C.1 SHEETS SITE INFORMATION
C.100 EXHIBIT 6 - EXISTING and PROPOSED MARIPOSA LANE
C.100 EXHIBIT 7 - PROPOSED ACTIVITY ENVELOPE and
SLOPE GRADIANTS with EXISTING DISTURBED GROUND EXTENTS
C.2 SHEETS UTILITIES
C.200 EXHIBIT 8 - UTILITY PLAN and DRAINAGE AND EROSION CONTROL PLAN
C.5 SHEETS
ROADS
u
. . . . . . . . . .
C.500
EXHIBIT
9 MARIPOSA LANE DESIGN
C.510
EXHIBIT
10 -
MARIPOSA LANE PLAN and PROFILE
C.511
EXHIBIT
11 -
STA 0+00 TO
STA 2+30 CROSS SECTIONS
C.512
EXHIBIT
12 -
STA 2+40 TO
STA 4+50 CROSS SECTIONS
f
C.513
EXHIBIT
§hIl/
STA 4+60 TO
"I
0.514
tai j
C.000 COVER SHEET
C.1 SHEETS SITE INFORMATION
C.100 EXHIBIT 6 - EXISTING and PROPOSED MARIPOSA LANE
C.100 EXHIBIT 7 - PROPOSED ACTIVITY ENVELOPE and
SLOPE GRADIANTS with EXISTING DISTURBED GROUND EXTENTS
C.2 SHEETS UTILITIES
C.200 EXHIBIT 8 - UTILITY PLAN and DRAINAGE AND EROSION CONTROL PLAN
0 1000
I
I inch = 1000ft
SCALE
C.5 SHEETS
ROADS
u
. . . . . . . . . .
C.500
EXHIBIT
9 MARIPOSA LANE DESIGN
C.510
EXHIBIT
10 -
MARIPOSA LANE PLAN and PROFILE
C.511
EXHIBIT
11 -
STA 0+00 TO
STA 2+30 CROSS SECTIONS
C.512
EXHIBIT
12 -
STA 2+40 TO
STA 4+50 CROSS SECTIONS
f
C.513
EXHIBIT
13 -
STA 4+60 TO
STA 6+70 CROSS SECTIONS
0.514
EXHIBIT
14 -
STA 6+80 TO
STA 8+20 CROSS SECTIONS
......
.....
............
0 1000
I
I inch = 1000ft
SCALE
u
z
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u
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f
W
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0 1000
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SCALE
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REVISIONS
xx
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REVISIONS
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LOT 3 HARDY SUBDIVISION
�_
-644 04-1 1 MM -
Q 11 11 1
FLUME AND
IL EASEMENT
IT 7
DARK GREY INDICATES
ENLARGED AREA OF
DRIVEWAY
PROPOSED ACTIVITY ENVELO 0 -- 4D
I inch - 40 It
SCALE
SHADED AREA DELINEATES EXTENT OF -
EXISTING DISTURBED AREAS_
DARK GREY INDICATES
ENLARGED AREA OF
DRIVEWAY
COPYRIGHT COP T YRIG14 :3D
DRAWN BY
DA
DATE
07/29/11
REVISIONS
xx
P!,f
E P 14
S OP S AND XISTING DISTURB D GR0U'l'%N"rD
DRAWING
ACTIVITY
ENVELOPE,
fto�
DATE
07/29/11
REVISIONS
xx
P!,f
E P 14
S OP S AND XISTING DISTURB D GR0U'l'%N"rD
DRAWING
ACTIVITY
ENVELOPE,
0
A -ELECTRIC TRANSFORMER
ET -EXISTING TELEPHONE SERVICE
EOHP— EOHP— EOHP -EXISTING OVERHEAD ELECTRIC
LEG -EXISTING GAS
OT 3 HARDY SUBDIVISION LOT 4 HARDY SUBDIVISION
W��_ I ES -EXISTING SEWER
UE —UE
6t
EXTEND CONCRETE
PROTECTION SLAB
OVER FLUME
___UE --UF- —'Ue —UF- ___L)E 8HC
�_UE _.�UE
UME-AND
--------------
m
DARK GREY INDICA TES
ENLARGED AREA OF
DRIVEWAY
d �i � /�� j am% 1 v V 1 1:. 1 � V L.11A1 V V li 1 V liA1J 1 11 V V V 1 1L1 1 lli�.7
MWOppi 107
EXISTING
DRIVEWAY
m
12" ADS N--12 ,STORM DRAIN
ACENAN R—JJ62—L STORY
DRAIN INLETS AT STATIONS
7+00, 5+00, 2+00 AND 0+50
dH03 —dH01 —dH03
1.0'
RETAIN WALL HT
VARIES. SEE SHEETS
C.511 TO C.514
0 40
1 1
161%0
SCALE
--777-. ..........
-777
A
........... ... ...
. ... ....... .
.. . ..... ..
4
P
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--------------
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DARK GREY INDICA TES
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DRIVEWAY
d �i � /�� j am% 1 v V 1 1:. 1 � V L.11A1 V V li 1 V liA1J 1 11 V V V 1 1L1 1 lli�.7
MWOppi 107
EXISTING
DRIVEWAY
m
12" ADS N--12 ,STORM DRAIN
ACENAN R—JJ62—L STORY
DRAIN INLETS AT STATIONS
7+00, 5+00, 2+00 AND 0+50
dH03 —dH01 —dH03
1.0'
RETAIN WALL HT
VARIES. SEE SHEETS
C.511 TO C.514
0 40
1 1
161%0
SCALE
--777-. ..........
-777
A
........... ... ...
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.. . ..... ..
4
P
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DRAWN BY
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(
DATE
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07 9/11
F110
REVISIONS
y
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SCALE
AS SHOW
DRAWING
EXISTING SITE
PLAN and
PROPOSED
SITE PLAN
SHEET
0
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0
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DATE
i /2
07 9/11
F110
REVISIONS
y
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SCALE
AS SHOW
DRAWING
EXISTING SITE
PLAN and
PROPOSED
SITE PLAN
SHEET
.. ..... ...
.... ....... .......
A 11: 1. , ";'iis
I "
1.0,
RETAIN WALL HT
VARIES. SEE SHEETS
12" ADS N-12 STORM DRAIN 4 C.511 TO C,514
MEENAN R -3362-L STORM
DRAIN INLETS AT STATIONS If
i 7+00, 5+00, 2+00 AND 0+50
,j
oP -- - --- -----
2. 0'
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VARIES. SEE SHEETS
12" ADS N-12 STORM DRAIN 4 C.511 TO C,514
MEENAN R -3362-L STORM
DRAIN INLETS AT STATIONS If
i 7+00, 5+00, 2+00 AND 0+50
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VARIES. SEE SHEETS
12" ADS N-12 STORM DRAIN 4 C.511 TO C,514
MEENAN R -3362-L STORM
DRAIN INLETS AT STATIONS If
i 7+00, 5+00, 2+00 AND 0+50
--- ----- --
. . ..... ..... . .... ..... .
. ..... ........
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..........
DARK GREY INDICATES
m
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M
12"ADS N-12 STORM DRAIN
MEENAN R-JJ62-L sromi
DRAIN INLETS AT STATIONS
7+00, 5+00, 2+00 AND 0+50
1.0,
RETAIN WALL HT
VARIES. SEE SHEETS
C.511 TO C.514
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SCALE
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MEENAN R-JJ62-L sromi
DRAIN INLETS AT STATIONS
7+00, 5+00, 2+00 AND 0+50
1.0,
RETAIN WALL HT
VARIES. SEE SHEETS
C.511 TO C.514
Mi
...........
IL:
1 Inch = 20 ft
SCALE
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DATE
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.... ..... ........ ..
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COPYRIGHT
DRAWN BY
DP
CDATE 07/29/11 ']
REVISIONS
y
sr -i
sw
0-4
4-4
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CDATE 07/29/11 ']
REVISIONS
SCALE
Shown
S C A LE
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A s ' 11
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LANE
PLAN and
PROFEI,E
SHEET
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S C A LE
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rA
LANE
PLAN and
PROFEI,E
SHEET
30.0 20.0 10.0 10.0 20.0 30.0 40.0 30.0 20.0 10.0 10.0 20.0 30.0 30.0 20.0 10.0 10.0 20.0 30.0 40.0 30.0 20.0 10.0 10.0 20.0 0.0 40.0 .......... ............ ...... ...................... .......... ............... ....... ......... ...... . ...... ........... ................. ........... .......... ......................... .................... ........... ............. ...... ...... ........... ............... ....... ....... .......... ........ ................. ......... .......... .................. ...... ......... ....... ......... ........ ............. ....... ............ ........ ........... .......... ....... ................... ....... .......... ...... ............. ...... .. ............ ........ ........... ......... ....... ... ...... ............... ................ ...... .......... ......... ...... ....... ............ . ............ ......................... ... ..... .............. ...... ............ ....... ................ ...... .......... .......... .......... ... ... ...... CN ............ ........... ................... ................. ....... ......... .............. .......... .......
COPYRIGHT
........... .............. 6 .......... ............... ........... ................. Pr o�osed Drd: Exist das ................. ............. .......... ...... Exist Gas BIWA Proposed Drainline 0 ........... Exist dos STA 0+ ......... ........ .......... ....... ...... ........................ ....... ..................... ............. .......................... ...... .......... man mm."M_� 0c
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Exist dos ro ................................ ........... ...................... Exist Cos 8TJA Mk+SkO .......... ....... ...... ......... ........... ........... ...... Proposed ...... .. ............. ...... ...... ......... ...... ............ ........ ...... ....... r ........... DRAWN BY
:0 Exist Cos O -a +201 DP
............ ............... ............... .......... ......... ............ .......... ........ ............. .............. ......... . ........... ........... ............... .......... ........ ......... ....................................... ....... ................ ...... .......... ......... ........... ...... .............. ...................... ............. ................ .......... ...... .......... .................. .......... ............ 0 ............... ............ ....... ........... ...... ........... ................. Propose 0 Exist Cos 0-1 >*
. .. . . ...... A .......... +4 Exist dos Pr osed Drainline ----------- 0 ProTose Drainline 0 1+10 Exist dos OVA 6-0- -- ---------- - - -- :=a+ &a: § �e -d rr"d, M i n el #n 0 Exist Cos DATE
- - - -------- 07/29/11
�uc� sed Droi;line REVISIONS
I---------- c I........ . ---- ---- ---------- P ------ - ----- 7-proTosed Draipline .......... ..... . . -------- ... . ...... ........ Exist dos Pjroosed D line rom IEjst ... - ------ SCALE
sop.A =1+60: ----------- ------- --------------- ------------ ------- - ----- -- - ------ ------ As Shown
Prop[sed Orai� line M 0 DRAWING
MARIPOSALANE
--------- - - -------- - - - -------------- - - - ------
----- - - -------- - --- - - - ------- CROSS SECTIONS
"Illl.--,-,-,�"--�B-1!8,0,--O,-o ------------ ----------- + STA 0+00
- ----- - - ------ .............. -- ------ ----------- to
- ---------- J . ..... STA 2+30
SHEET
---------- ------ -------- Pro� osed Dro�nline P M
jr0osed Drc': line Q Ar 1
--- - ------- .......... -Exist ... Gas---,' Exist Cos O----- ----- ------ - - --------------- ------- Ex'H11-1 'P
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30.0 20.0 10.0 0.0 20.0 30.0 40.0 30.0 20.0 1 d.0 10.0 20.0 30.0 30.0 20.0 10.0
10.0 20.0 30.0 40.0 30.0 20.0 10.0 10.0 20.0 30.0 40.0
.......... .... ...... ......
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Exist dos
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............ .... ...... b
.......... ....... ....... ........... ..............
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................ ............ .........
COPYRIGHT
............... ....... . ...... ..... ..........
............... ............. ................
.......... ..... .
roinflne
.......... ....... ...... OVA :=3+90
.......... ............ . I ...... ......
...........
.......... ........ ......
Proposed DrafrIllne
0
............
......... .............. .. 5...O,a ... ............. .......... ....... ...........
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OVA :--R.+80:
........... ........ ....... ....... ........... ......... ...... ....... ....... ....... ....... ......
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........... ......... ................
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rop se in
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..............................
Exist Cos
........... ......... ........ ...... Proptsed ....... ............ ............
00
u
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........... ......... ............. ..................... ................ ..........
........ ..... ....... ............. ....... ....... 8 TJ A + 0
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...........
.............. .
rotHine
...... - - ----- ... 8.1;7,0,.,0,0 .... ............. ......... .. ............... ...... ......
........... ...... ......
Exist 6as
Proposed Dro' line
............... . ....... ......
.................. .......... ............ ........ ...... ...... ...... ...... ......... ....... ........
--xIsf ... OVA 2 + TO
.............. ....... ...... .......
............ .............. ....... ...... .......... ....... ... DRAWN BY
DP
...................... ...... ..... ....... ... 6-5 ........... .. ....... CN
... 8'11'19'10-00-p- ................. sed Dra�nllne
Prop
............ ........ ............ ...... ... .......
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............ ....... ....... ..............
.......... ............
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........... ......... ......
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u
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---- - --------- ---------------- ----------
------- ------ cc - -----
Exist dos
CN
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- ------- Propbsed Drainline
--- - -------
OVA 3 +10 P
ExIst Cas
ed Drainline
ro4s
C:) 1
----------
-------- . ..... ---- ---- DATE
OVA 2.0 07/29/11
OVA 3+60:
REVISIONS
- --- -------
- -------------- --- -
Proposed Drothline
xist Cos
Exist Cos
---------- ------- - --
ro-' D - ----------
se rom me
Exist s
0
18,0
------ - -------- osed Drainline
-xist Cos SCALE
OVA :--3+00 .......... 8-1-8-0-0,0-,.,- As Shown
8 A + 10 --- - ------
...... ----
G
DRAWIN
--- - - -------- --------
. .............. MARIPOSALANE
-- - - ----- - --- - --------
- ---------- -------- - ---------- - CROSS SECTIONS
. ................... ------
STA 2+40
to
STA 4+50
-------- --------
ProAsed Drainline
Proposed DrafrIllne
0
SHEET
...... Exist Cog Exist s
------------ d' -D--
e ropose rdin""I
0
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dos
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xist do A
r Is
--- - - ---------- ------------- .... ..
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As
30.0 20.0 10.0 10.0 20.0 30.0 40.0 30.0 20.0 1 0 .0 20.0 10.0 10.0 20.0 30.0 40.0 30.0 20.0 10.0 1 d.0 20.0 30.0 40.0
30.0 20.0 10.0 10.0 20.0 30.0 40.0 30.0 20:.0 10:.0 10.0 20.0 30.0 30.0 20.0 10.0 '.O
10.0 20.0 30.0 40.0 30.0 20.0 10 10.0 20.0 30.0 40:.()
.......... ...... ........ ............... .......... .......... ........... ................ ......... .......... ...... .......... ...... ............ ............ ........... .... ... ...... ......... .......... .... . .... ......... ...... .................... ...... .... .. .............. ............ ....... ..... .. 6_0,0 .......... .................... ...... ...... ................. .......... ......... .......... ....... ........... ........... . ............. ........ .. ........ ....... ........ ....... CN .......... .......... .............. ...... ....... .......... ...... .......... .. ..... 7 ... .......... ................ ............ ........ �4 --- 71, .......... .................. ........ P1 Proposed Drainline ........... ....... ........... ........ .... 82.15.00 ..... 82M.-0_0 ....... ...... ........ Exist ........... . ...... ......... ....... ......... ......... ...... 8230-aO .... ............... . .. .... .......... ...... Pro osed Dra' line COPYRIGHT
EAstCos ........... .......... ...... ...... ...... ........... ...... .......... .......... ....... .......... ....... 8.2.Q.5._..o.o.,..,. B,205_0 .... .... .. ...... ............. 0 ... 820.5-00 ... _8225-00 ... ........ 8.225-00 ip r7oosed Droibline .......... ............................. ........... ...... ............. ........ ................... ............ ............ ...... .......... ............ ............................. ........ ........... ...... 8220....0.0 ........ ............ .......... ...... E............... JA% ............. .............. ....... ........... .......... NT .......... ....... ........... .......... ....... . .......... ............. ............ ....... .............. ....... ...... ................... ....... ... ............. ........... ........... ............ ....... ........ ....... ........... ...... ........ ........................ u cn
........... ............ ...... .......... 8.220-00 ........... .......... ...... ............. ........... ...... Proposed Droi�nhne ............ .......... ........ ........... ........... ............ .......... Exist dos .............. 21 0_00� ........ 8.� I8, ......... ............. IPro osed _21 5-0.0_ _8235-00 00
Exist Gas u Proposed Drafnilhe 0 .... 82-0.5-00 B.210_0.0_ .... .......... ............... ........... .......... ....... ....... .............. ....... ...... .......... ...... ....... ....... ...... 0 ............. ............. 0
........ ip ........... .......... ............ ......... ... ... ....... d Drainline
.......... rToose .............. ...... .......... . ......... ............. ........... .. ....... .......... ....... ....... . .......... ............. Exist �6s .............. .......... .............. ........... ............ .......... ....... ...... ........ ........... ...... .......... ..... ...... ............... ....... ............... ........... .......... ................ .............. ........ ........... ....... ........... ...... ...... ............ :b.0_ .......... ......... ...................... .......... ...... ................. ....... ...... ...... ...... DRAAN BY
.......... ...... i6in. DP
. ........ ...... ....... ........ ....... ...... Proposed .. ftihfine- ....... B2.1 5,..O,Q _82 .O 0 Exist Cos ............... ............. ...... ............ 8,21 ... ....... ......... sed Drailine j ...................... .......... ........... ....... ...... ................ ........ ................ Exist Gas ............... ...... ........... ....... ..... ............. ................... ......... ......... ....... ........... ............... .9sed Drolpline ............ ....... ................. 4xist Cos z LT
............ .............. ................ ........................ ............... ........... ...... ...... 0
................... ...... ...... .............. ... .......... ....... ............ ............. ................ .......... .............. .............................. ........... .......... ................. ................. ............ ---------- ........ -------- .....
.................... -- - - ------ ---------- - - - - ----- --------- -- - --------- ------ msed rcirtlhe� ....... Exist Cos CA - - ----- -- ------ ........ Proposed D ;inline 0
ra 0 Exist 6cs .. ......... ........... __00 ------- ;P, ro 'line Water I 7ume+ roXs In 0 Exist -xist �as ------ . . ..... DATE
---------- -- 07/29/11
- -------- - ------ ---- - ---- - -------------- -- ------- REVISIONS
0 n - ------ -------- Pr4 P osed Drainfine ro osed rainline Exist Cos I on .. �B22_0,_D 821 ... Water Fum,e z 18, Drainline ......... 7p400sed .......... 5-0
Proposed Droinline Exi st dos SCALE
ExistCos - - - -- - ----- ------ ----------------- - - - --------- ---------- ---------- As Shown
- --------- --- WA _%+aQ DRAWING
------- --------- - - -- ........ ........... MARIPOSALANE
0 2 CROSS SECTIONS
------ - ------ - - ------ - STA 4+60
to
--- ----- - ---------- - - --- ----- ------ ------- STA 6+70
Pro os Ised Drainline ed Drcl� line �roTo
- -------- --- - Exist SHEET
......... 8205-0_0-: in me r a id s-e- - ------- Proposed Draln:11he Ex st dos Wdt_e'rPFume ---- - ----- - --------------- + I Is WE Al. 4111L. +a 0 1 ---------- ---------- mik�Am 6+70: EXH'IBIT 13
------------ ------- ------ 30.0 20.0 10:.0 i 0;.0 20.0 30.0 40.0 30.0 20.0 10
.0 10.0 20.0 30:.O 30.0 20.0 10.0 10.0 20.0 30.0 40.0 30.0 20.0 10.0 10.0 20.0 30.0 46.0