HomeMy WebLinkAboutOriginal Plans-ElevationsDRANV & DES/GNED gr-
H.
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6364.000
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CONCREt�,
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0 00
SCLOWN TOUR GRAVED 6378" ORAATY
SEVER UNE
it
PROPOSED 25' SAN/TARY fl IV / \ \\ t I 6.17882
SEWER EASEMENT
I 10. I� /� o •, I m6� 9
n'�
p! I /II/ I 4.95/
D2TctiRsIEMn�Nr rOULDERI EDGE f! / 6 74.95 /
LS3>3EA! BED
U RPOU56 N TBD) 1 / 6374
24' PVC
j -K
_ (( ! 6376.41
4 � UNE I ( I N /LD! 837 :O / 1
I 1 j VELaIE b 1 EDGE OF
PA VEMENT-
— — —� / 6378.31 8" AV1rY BOULDER l-� j'.�l - - -
I/ 933 00, R UNE
/ I//
/ I/ -- --
/ III I ll� PROPOSED 25' SANITARY 21 P 6376.20
SEIfER EASEM�ivT AND SEALED YL COLORADO L CL
LICENSED DESIGN PROFESSIONAGINEERED
CONSUL TING ENGINEERS • 0805 BUCK POINT ROAD
CARBONDALE, CO 81623 • (970) 963-2170
pinna ciedesign@sopr7sne t
RE145/0N I DA TF
DESCRIPTION
GENERAL NOTES:
1. SILT FENCE SHALL BE INSTALLED IN THE LOCATIONS SHOWN HEREON PRIOR TO
C0NS7RUC770N IN ACCORDANCE W/TH THE DETAIL SHOWN ON THIS SHEET.
2. IN NATIVE AREAS, FOUR TO SIX INCHES OF TOPSOIL SHALL BE PLACED TO
REESTABLISH FINISHED GRADE.
J. NA77VE AREAS SHALL BE RE -SEEDED WITH AN APPROVED GARFIELD COUNTY SEED
MIX7URE.
4. SEED MIXTURES AND FER77LIZER SHALL BE APPLIED BY HYDROSEEOING THEM
IN AN AQUEOUS MIXTURE.
5. THE LOCA77ONS OF UNDERGROUND U77LI77ES ARE NOT SHOWN HEREON. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL U77LITY COMPANIES
FOR F7ELD UTILITY LOCATES, 48 HOURS PRIOR TO CONS7RUCRON.
6. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENT GARFIELD COUNTY
STANDARDS, SPECIFICA77ONS AND LATEST BUILDING CODE REQUIREMENTS
7. THE 7RACKING OF MUD ONTO LARKSPUR DRIVE SHALL NOT BE PERMITTED.
POST (2" X 2" NOMINAL)
SIL T FABRIC x::x..... y, x: 24"
STAPLED TO x " ' MIN.
**
POSTS x * ` x
SIL T FENCE
FABRIC —
ANCHORED
IN 7RENCH
AND ATTACHED
FIRMLY TO POST
A LOT IMPROVEMENT CERTIFICATE, SEALED BY A COLORADO LICENSED SURVEYOR, IS
REQUIRED AT FOUNDATION INSPECTION TO VERIFY STRUCTURE - INCLUDING ROOF
OVERHANGS, DECKS AND OTHER PROJECTIONS- IS IN COMPLIANCE WITH MINIMUM
SETBACKS AND/OR BUILDING ENVELOPE REQUIREMENTS.
BY I CMD
42"
MIN.
x x * x x* **** y
x x * * x COMPACTED
* * * BACKF7LL I
x
* x.
* x
x.x
7RENCH
6" x 6" o�y
SILT FENCE
N. T.S.
Vic'
ilN&AL V�
SILT FENCE FABRIC
ANCHORED IN TRENCH
AND FIRMLY ATTACHED
TO POST
6" x 6"
TRENCH
(FLOW
GARFIELD COUNTY, COLORADO SCALE ✓OB N0.• DA7E.-
1 = 20 1020.09 10-13-20
L 0 T 16 CERISE RANCH SHEET N0.•
GRADING, DRAINAGE do EROSION CONTROL PLAN I Cl
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CONTOUR INTERVAL = 1 FOOT
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MIEN Y CENZERL.I.NE PROF/LE
SCALE.H.• 1 " = 20'
V.• 1 " = 20'
PL .. \CAA, \`\
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ERM \ ` ` \
F>1
LU
I I „ 5F 20' DRAT SF
FDITC ES3EA EM£N7 \o
I 1 20..00 \
I I 10.00'
I , J I sF -� —�— — ,.. • 9 s
D(my
3 ,\
INSLLSILT FENCE
I I DITHE
STURBED AFIEA h°� �� 1 6379.01
II SH t DETAIL THIS 374:7\0 psi �0�
II ' t4l t k 4 \
CONCREt�,
I JI IIJ II iT I'•l / ! 'I \ FTEPS1O1N1Ev DRIVEWAY PROPOSED I l
0 00
SCLOWN TOUR GRAVED 6378" ORAATY
SEVER UNE
it
PROPOSED 25' SAN/TARY fl IV / \ \\ t I 6.17882
SEWER EASEMENT
I 10. I� /� o •, I m6� 9
n'�
p! I /II/ I 4.95/
D2TctiRsIEMn�Nr rOULDERI EDGE f! / 6 74.95 /
LS3>3EA! BED
U RPOU56 N TBD) 1 / 6374
24' PVC
j -K
_ (( ! 6376.41
4 � UNE I ( I N /LD! 837 :O / 1
I 1 j VELaIE b 1 EDGE OF
PA VEMENT-
— — —� / 6378.31 8" AV1rY BOULDER l-� j'.�l - - -
I/ 933 00, R UNE
/ I//
/ I/ -- --
/ III I ll� PROPOSED 25' SANITARY 21 P 6376.20
SEIfER EASEM�ivT AND SEALED YL COLORADO L CL
LICENSED DESIGN PROFESSIONAGINEERED
CONSUL TING ENGINEERS • 0805 BUCK POINT ROAD
CARBONDALE, CO 81623 • (970) 963-2170
pinna ciedesign@sopr7sne t
RE145/0N I DA TF
DESCRIPTION
GENERAL NOTES:
1. SILT FENCE SHALL BE INSTALLED IN THE LOCATIONS SHOWN HEREON PRIOR TO
C0NS7RUC770N IN ACCORDANCE W/TH THE DETAIL SHOWN ON THIS SHEET.
2. IN NATIVE AREAS, FOUR TO SIX INCHES OF TOPSOIL SHALL BE PLACED TO
REESTABLISH FINISHED GRADE.
J. NA77VE AREAS SHALL BE RE -SEEDED WITH AN APPROVED GARFIELD COUNTY SEED
MIX7URE.
4. SEED MIXTURES AND FER77LIZER SHALL BE APPLIED BY HYDROSEEOING THEM
IN AN AQUEOUS MIXTURE.
5. THE LOCA77ONS OF UNDERGROUND U77LI77ES ARE NOT SHOWN HEREON. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL U77LITY COMPANIES
FOR F7ELD UTILITY LOCATES, 48 HOURS PRIOR TO CONS7RUCRON.
6. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENT GARFIELD COUNTY
STANDARDS, SPECIFICA77ONS AND LATEST BUILDING CODE REQUIREMENTS
7. THE 7RACKING OF MUD ONTO LARKSPUR DRIVE SHALL NOT BE PERMITTED.
POST (2" X 2" NOMINAL)
SIL T FABRIC x::x..... y, x: 24"
STAPLED TO x " ' MIN.
**
POSTS x * ` x
SIL T FENCE
FABRIC —
ANCHORED
IN 7RENCH
AND ATTACHED
FIRMLY TO POST
A LOT IMPROVEMENT CERTIFICATE, SEALED BY A COLORADO LICENSED SURVEYOR, IS
REQUIRED AT FOUNDATION INSPECTION TO VERIFY STRUCTURE - INCLUDING ROOF
OVERHANGS, DECKS AND OTHER PROJECTIONS- IS IN COMPLIANCE WITH MINIMUM
SETBACKS AND/OR BUILDING ENVELOPE REQUIREMENTS.
BY I CMD
42"
MIN.
x x * x x* **** y
x x * * x COMPACTED
* * * BACKF7LL I
x
* x.
* x
x.x
7RENCH
6" x 6" o�y
SILT FENCE
N. T.S.
Vic'
ilN&AL V�
SILT FENCE FABRIC
ANCHORED IN TRENCH
AND FIRMLY ATTACHED
TO POST
6" x 6"
TRENCH
(FLOW
GARFIELD COUNTY, COLORADO SCALE ✓OB N0.• DA7E.-
1 = 20 1020.09 10-13-20
L 0 T 16 CERISE RANCH SHEET N0.•
GRADING, DRAINAGE do EROSION CONTROL PLAN I Cl
D/ TCH -�
GRA 14TY
'HER LINE
SANITARY
MENT
RIGA 77CVv +
145EMENT 1
4" PRESSUPE
SEWER LINE
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INCLINE CONSTRUCTION
Walter Hooker
walter@inclineaspenhomes.com
970-379-4463
1 1 PL S.\CA
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ISSUE DATE:
11.11.2020 CONSTRUCTION SET
11.11.2020 DRB REVIEW UPDATES
_ 0 10.23.2020 DRB REVIEW UPDATES
OF
/ •� —
AS. CAP 6378.20
PROPOSED 25 SA ITARY ! L. S. 26626
� � /,� � /
SEWER EASEM NT
SHEET TITLE
ffi CONSTRUCTION
MANAGEMENT. PLAN
A-1.3
CONSTRUCTION MANAGEMENT PLAN @PAMELASUDMEIERDESIGN
CALF: 3/32 = -O ALL DESIGNS, IDEAS, ARRANGEMENTS AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNED BY AND ARE THE PROPERTY OF PAMELA
SUDMEIER DESIGN AND DEVELOPED FOR USE AND IN
CONJUNCTION WITH THE SPECIFIED PROJECT. NONE
OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLAN
SHALL BE USED BY OR DISCLOSED TO FOR ANY
PURPOSE WHATSOEVER WITHOUT THE WRITTEN --.
AUTHORIZATION OF PAMELA SUDMEIER DESIGN.
i
I. � -".lila GSI .� If•� jµcj,.�l.y .�.,..a..
A" � iLF
? T r -u�te L�rai an IniE r �lG'SI��n
INCLINE CONSTRUCTION
Walter Hooker
walter@inclineaspenhomes.com
970-379-4463
1 1 PL S.\CA
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Ac 7712 74
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CO o U U
DRAWN BY: PAMELA SUDMEIER DESIGN
ISSUE DATE:
11.11.2020 CONSTRUCTION SET
11.11.2020 DRB REVIEW UPDATES
_ 0 10.23.2020 DRB REVIEW UPDATES
OF
/ •� —
AS. CAP 6378.20
PROPOSED 25 SA ITARY ! L. S. 26626
� � /,� � /
SEWER EASEM NT
SHEET TITLE
ffi CONSTRUCTION
MANAGEMENT. PLAN
A-1.3
CONSTRUCTION MANAGEMENT PLAN @PAMELASUDMEIERDESIGN
CALF: 3/32 = -O ALL DESIGNS, IDEAS, ARRANGEMENTS AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNED BY AND ARE THE PROPERTY OF PAMELA
SUDMEIER DESIGN AND DEVELOPED FOR USE AND IN
CONJUNCTION WITH THE SPECIFIED PROJECT. NONE
OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLAN
SHALL BE USED BY OR DISCLOSED TO FOR ANY
PURPOSE WHATSOEVER WITHOUT THE WRITTEN --.
AUTHORIZATION OF PAMELA SUDMEIER DESIGN.
T.O. PLY =
COLUMN(S)
CABLE MESI
GUARDRAIL
PAINTED JOISTI
UNDERSIDE OF
DECKS
TIMBER POST(S',
METAL STAIR—
T.O.PLY= 90'-0"J
EXISTING GRADE -
NEW GRADE
WI
BI
WpIFASCIA AND DRIP
] - BOARD IN HARDIE
SHINGLE
C"On a IL LOF D WINDO
I'
12
10V
3A/A5.1 (TYP)
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'ECC ����■�
--
s e•�• 1
-- - ON .�
Building Height CFrtificate:
AN ELEVATION SURVE-, SEALED BY A COLORADO PROFESSIONAL LICENSED SURVEYOR,
IS REQUIRED AT FRAME= INSPECTION TO VERIFY THAT AS -BUILT ROOFS COMPLY WITH
GARFIELD COUNTY'S 215 -FOOT BUILDING HEIGHT LIMIT AS DEFINED IN THE LAND USE &
DEVELOPMENT CODE.
2" BAND BOARD
IMBER CHINKING
LOO
12
12
'N
CD
��-r�v�ys wrt�orvs � �►��
_ wifh -44" ow. gill ku�lht
as ;MV 14.GW1 ?
DRYSTACK STONE—'
SOUTH ELEVATION WtIY Iiuwriu. acclrrc
2 SCALE: 1/8" = V-0" I SEE #42 AND CODE FOR OTHER AREAS
THAT REQUIRE SAFETY GLAZW,%
p;a=nela sled eier design
�ahnrtia3r� ��r oan
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INCLINE CONSTRUCTION
Walter Hooker
walter@inclineaspenhomes.com
970-379-4463
BOARD AND ----�
BATTEN-
16" OC.
Gc�w1 flm� fb t-++�•��eh•ON
TCI GR = C1
Emergency Escape And Rescue Windows must meet the following criteria
• A minimum total openable area of not less than 5.7 square feel
• A minimum clear openable height of not less than 24 inches
• A minimum dear openable width of not less than 20 inches.
• A finished sill height of not more than 44 inches above the Floor and the
window, should be openable from the inside with normal operation and
without the use of tools, keys or special knowledge.
Examples of Complying Height &2r 0=
ROOF
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BOARD AND BATTEN DRYSTACK STONE
16" OC.
f� LLLTIMBER
DETAIL
a�
SHINGLE
12" BAND BOARD
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BOARD AND BATTEN DRYSTACK STONE
16" OC.
ROOF
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LL_L'�_iL�_LL
LL_IL_I] LIL
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do COLUMN(S)
low
MAIN LVL
GARAGE
,
NORTH ELEVATION "IDA
SCALE: 118" = 1'-0"
LWR LVL
WEST ELEVATION
'N'-
l.O.PLY= 100'-0"
4T.0.PLY = 90'-0"
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ecnr design
twal, ,e
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INCLINE CONSTRUCTION
Walter Hooker
walter@inclineaspenhomes.com
970-379-4463
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low
MAIN LVL
GARAGE
,
NORTH ELEVATION "IDA
SCALE: 118" = 1'-0"
LWR LVL
WEST ELEVATION
'N'-
l.O.PLY= 100'-0"
4T.0.PLY = 90'-0"
I
�ro utL2'a slid
ecnr design
twal, ,e
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INCLINE CONSTRUCTION
Walter Hooker
walter@inclineaspenhomes.com
970-379-4463
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DRAWN BY: PAMELA SUDMEIER DESIGN
ISSUE DATE:
11. 11.2020 CONSTRUCTION SET
A 11.11.2020 DRB REVIEW UPDATES
A 10.23.2020 DRB REVIEW UPDATES
SHEET TITLE
ELEVATIONS
A-3.2
@PAMELASUDMEIERDESIGN
ALL DESIGNS, IDEAS, ARRANGEMENTS AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNED BY AND ARE THE PROPERTY OF PAMELA
SUDMEIER DESIGN AND DEVELOPED FOR USE AND IN
CONJUNCTION WITH THE SPECIFIED PROJECT. NONE
OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLAN
SHALL BE USED BY OR DISCLOSED TO FOR ANY
PURPOSE WHATSOEVER WITHOUT THE WRITTEN
AUTHORIZATION OF PAMELA SUDMEIER DESIGN.