HomeMy WebLinkAboutPlans3-0x6-0 3-0x6-0
mini refrig
3'-7"
SHOWER
BE
N
C
H
W.C.
rain shower head
HALL
1/2 BATH
BEDROOM #3
BEDROOM #2 BATH #2
W.C
.
BATH #3
W.C.
LAUNDRY
F.D.
KITCHEN
LIVING ROOM
ENTRY HALL
window seat
DINING
refrig
d/w
dbl oven
mw
sink
window seat
window seat
window seat
OFFICE
1R1S
1R
1
S
LAV
LAV
MASTER BATH #1
HALL
HALL
BREEZEWAY
GARAGE
F.D.
PATIO
DECK
FI
R
E
P
L
A
C
E
LINEN/STORAGE
furnace
F.D.
tall cabinets storage
d/w sink
refrig
F.D.
UP
we
t
b
a
r
w
/
i
c
e
m
a
k
e
r
tall cabinets storage
revised layout
LAUNDRY
fu
r
n
a
c
e
F.D.
EXHFAN
W.I.CLOSET #3
TubShower
W.I.CLOSET #2
TubShower
EXHFAN
EXH
FAN
BUTLER'S
PANTRY
UTILITY
SINK
FOYERVESTIBULE
warming drawerrange, exhaust hood
prepsinkisland top
6-0 x 10-0
3'-6" x 6'-6"opening @ 8'-0" Ht.
3'-6" x 6'-6"opening @ 8'-0" Ht.
COVEREDENTRY PATIO
Barn Doors
for energy
savings
T.O. PLYWD ELEV. 100'-0"
SITE ELEV 6803.00MASTER
CLOSET #1A MASTERCLOSET #1 B
PRIMARYBEDROOM SUITE #1
T.O. CONC PATIO ELEV. 99'-1
1
"
SITE ELEV 6802.917
T.O. CONC PATIO ELEV. 99'-
1
1
"
SITE ELEV 6802.917
STEPS DOWN
TO GRADE
STEPS DOWN
TO GRADE
MECHANICAL
ROOM
watercond.on demandwaterheater
watertank"side arm"re-circsystem
ENTRYCLOSET
bench, hooks &cubbies below
T.O. CONC SLAB ELEV. 98'
-
3
3
/
4
"
SITE ELEV 6801.3125'
barsink
icemaker
arts, crafts,study, computer
arts, crafts,cabinet/counter
MECHANICAL
ROOM
wat
e
r
co
n
d
.
on
d
e
m
a
n
d
wat
e
r
hea
t
e
r
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r
tan
k
"s
i
d
e
a
r
m
"
re
-
c
i
r
c
sy
s
t
e
m
SKI STORAGE
ROOM
T.O. CONC PATIO ELEV. 99'-1
1
"
SITE ELEV 6802.917
4'
'
Ø
4''Ø
4''Ø
4'
'
Ø
4'
'
Ø
4''Ø 4''Ø
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
S
C
F
S
C
F
S
C
F
S
C
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SCF
9+
0
0
10
+
0
0
11
+
0
0
12+00
13+0013+08
67
9
0
6
7
9
5
68
0
0
6800
6795
679
0
678
5
678
0
67
7
5
677
5
678
0
678
5
67
9
5
67
9
0
67
9
5
68
0
0
68
0
0
67
9
5
Residence
T.O. Ply: 6803.00'
(100'-0")
Garage
FF:6801.31'
PR
O
P
E
R
T
Y
L
I
N
E
PRO
P
E
R
T
Y
L
I
N
E
BU
I
L
D
I
N
G
S
E
T
B
A
C
K
BUIL
D
I
N
G
S
E
T
B
A
C
K
BU
I
L
D
I
N
G
S
E
T
B
A
C
K
E
E
E
E
E
E
E
E
E
E
E
E
E E E ETTTT
T
T
T
T
T
T
T
T
T
T
T
T
G
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS WS WS WS
C/O
20' IRRIGATION EASEMENT
S
C
F
SC
F
SC
F
SC
F
SC
F
SCF
SC
F
SCF
SCF
S
C
F
SCF
4''Ø
DS
D
S
D
S
DS
D
S
DS
DS
D
S
D
S
DS
D
S
DS
DS DS
DS
DS
DS
4''Ø
67
9
7
679
667
9
5
679
4
67
9
3
679
2
20'
7
0
'
6
7
9
4
679
3
6792
6791
6
7
9
0
67
9
0
67
9
2
67
9
0
67
8
5
6789
6785
6
7
9
0
6
7
8
5
R2
8
'
R28'
LOCATION OF FUTURE
ONSITE WASTEWATER
TREATMENT SYSTEM
6800
6801
6800
68
0
0
68
0
1
67
9
5
67
9
4
68
0
0
68
0
1
6 8 02
68
0
1
68
0
0
67
9
9
67
9
8
6799
6800
68
0
0
68
0
1
68
0
2
6802
6801
6802
FIRE TRUCK TURNAROUND
(SEE ENLARGE GRADING)
12" DEEP DITCH
(SEE SECTION DETAIL)
REVEGETATE DISTURBANCES
(SEE LANDSCAPE PLAN)
SEE SHEET C.5 FOR DRIVEWAY
SECTION AND WALL REQUIREMENTS
2:1 CATCH SLOPE
INSTALL EROSION LOGS EVERY
40LF IN ROADSIDE DITCH, TYP.
SEE RETAINING WALL
DETAILS ON SHEET C.2
Profile: Drive, Sta:9+00 to Sta:13+08
Scale: Vert.=5', Horiz.=10'
6785
6790
6795
6800
6805
6810
6815
6780
6785
6790
6795
6800
6805
6810
6815
Pr
:
6
7
8
4
.
2
1
Ex
:
6
7
8
5
.
0
9+00
Pr
:
6
7
8
6
.
7
1
Ex
:
6
7
8
5
.
9
Pr
:
6
7
8
9
.
2
0
Ex
:
6
7
8
8
.
6
10+00
Pr
:
6
7
8
9
.
7
0
Ex
:
6
7
9
0
.
4
Pr
:
6
7
9
0
.
2
0
Ex
:
6
7
8
9
.
9
11+00
Pr
:
6
7
9
3
.
0
3
Ex
:
6
7
9
2
.
1
Pr
:
6
7
9
6
.
5
4
Ex
:
6
7
9
6
.
1
12+00
Pr
:
6
7
9
9
.
5
8
Ex
:
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7
9
9
.
5
Pr
:
6
8
0
1
.
0
8
Ex
:
6
8
0
3
.
0
13+00
Pr
:
6
8
0
1
.
3
1
Ex
:
6
8
0
3
.
0
13+08
5.00%
1.00%
6.00%
8.00%
8.00%
4.10%3.00%3.00%
PV
I
S
:
9
+
9
9
.
7
1
PV
I
E
:
6
7
8
9
.
2
0
PV
I
S
:
1
1
+
0
3
.
4
8
PV
I
E
:
6
7
9
0
.
2
3
PV
I
S
:
1
1
+
7
4
.
1
0
PV
I
E
:
6
7
9
4
.
4
7
PV
I
S
:
1
2
+
0
1
.
6
7
PV
I
E
:
6
7
9
6
.
6
8
PV
I
S
:
1
2
+
2
6
.
2
0
PV
I
E
:
6
7
9
8
.
6
4
PV
I
S
:
1
2
+
4
7
.
0
2
PV
I
E
:
6
7
9
9
.
4
9
PV
I
S
:
1
2
+
9
9
.
8
1
PV
I
E
:
6
8
0
1
.
0
8
PV
I
S
:
1
3
+
0
7
.
6
0
PV
I
E
:
6
8
0
1
.
3
1
EX SURFACE
PR SURFACE
mini refrig
SHOWER
BE
N
C
H
W.C.
rain shower head
HALL
1/2 BATH
BEDROOM #3
BEDROOM #2 BATH #2
W.
C
.
BATH #3
W.C.
LIVING ROOM
ENTRY HALL
window seat
window seat
OFFICE
1R1S
1R
1
S
LAV
LAV
MASTER BATH #1
HALL
FI
R
E
P
L
A
C
E
LINEN/STORAGE
furnace
F.D.
LAUNDRY
EXH
FAN
W.I.CLOSET #3
Tub
Shower
W.I.CLOSET #2
Tub
Shower
EXH
FAN
EXH
FAN
3'-6" x 6'-6"opening @ 8'-0" Ht.
T.O. PLYWD ELEV. 100'-0"
SITE ELEV 6803.00MASTERCLOSET #1A MASTER
CLOSET #1 B
PRIMARYBEDROOM SUITE #1
T.O. CONC PATIO ELEV. 99'-
1
1
"
SITE ELEV 6802.917
MECHANICAL
ROOM
watercond.on demandwaterheater
watertank"side arm"re-circsystem
ENTRYCLOSET
>
>
>
>
>
>
>
>
>
>
>
>
11
+
0
0
12+00
67
9
5
67
9
0
67
9
5
68
0
0
C/O
D
S
D
S
DS
D
S
DS
DSDS
Profile: Drive, Sta:5+00 to Sta:9+00
Scale: Vert.=5', Horiz.=10'
6755
6760
6765
6770
6775
6780
6785
6755
6760
6765
6770
6775
6780
6785
6785
6790
6795
6800
6805
6810
6815
Pr
:
6
7
5
5
.
5
0
Ex
:
6
7
6
5
.
3
5+00
Pr
:
6
7
5
9
.
5
5
Ex
:
6
7
6
6
.
0
Pr
:
6
7
6
3
.
4
7
Ex
:
6
7
6
3
.
8
6+00
Pr
:
6
7
6
5
.
4
4
Ex
:
6
7
6
2
.
9
Pr
:
6
7
6
7
.
7
0
Ex
:
6
7
6
6
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0
7+00
Pr
:
6
7
7
0
.
7
0
Ex
:
6
7
7
3
.
0
Pr
:
6
7
7
5
.
3
6
Ex
:
6
7
8
1
.
7
8+00
Pr
:
6
7
8
0
.
3
6
Ex
:
6
7
8
5
.
6
Pr
:
6
7
8
4
.
2
1
Ex
:
6
7
8
5
.
0
9+00
6.00%
10.00%
10.00%
6.00%
2.00%
PV
I
S
:
5
+
2
3
.
7
7
PV
I
E
:
6
7
5
6
.
9
2
PV
I
S
:
5
+
7
3
.
0
6
PV
I
E
:
6
7
6
1
.
8
5
PV
I
S
:
6
+
2
4
.
4
0
PV
I
E
:
6
7
6
4
.
9
3
PV
I
S
:
6
+
6
8
.
5
3
PV
I
E
:
6
7
6
5
.
8
1
PV
I
S
:
7
+
5
8
.
5
3
PV
I
E
:
6
7
7
1
.
2
1
EX SURFACE
PR SURFACE
Profile: Drive, Sta:1+00 to Sta:5+00
Scale: Vert.=5', Horiz.=10'
6725
6730
6735
6740
6745
6750
6755
6760
6765
6730
6735
6740
6745
6750
6755
6760
6765
Pr
:
6
7
2
6
.
0
0
Ex
:
6
7
2
5
.
3
1+00
Pr
:
6
7
2
9
.
6
5
Ex
:
6
7
3
0
.
0
Pr
:
6
7
3
4
.
6
5
Ex
:
6
7
3
4
.
0
2+00
Pr
:
6
7
3
7
.
7
7
Ex
:
6
7
3
8
.
7
Pr
:
6
7
4
0
.
7
7
Ex
:
6
7
4
5
.
8
3+00
Pr
:
6
7
4
5
.
3
1
Ex
:
6
7
4
9
.
1
Pr
:
6
7
4
9
.
5
0
Ex
:
6
7
5
1
.
6
4+00
Pr
:
6
7
5
2
.
5
0
Ex
:
6
7
5
9
.
0
Pr
:
6
7
5
5
.
5
0
5+00
6.00%6.00%
10.00%
6.00%
10.00%
6.00%
PV
I
S
:
1
+
0
0
.
0
0
PV
I
E
:
6
7
2
6
.
0
0
PV
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S
:
1
+
0
5
.
0
1
PV
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E
:
6
7
2
6
.
3
0
PV
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S
:
1
+
3
3
.
8
3
PV
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:
6
7
2
8
.
0
3
PV
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S
:
2
+
0
3
.
1
1
PV
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E
:
6
7
3
4
.
9
6
PV
I
S
:
3
+
1
1
.
5
2
PV
I
E
:
6
7
4
1
.
4
6
PV
I
S
:
3
+
7
9
.
6
5
PV
I
E
:
6
7
4
8
.
2
8
EX SURFACE
PR SURFACE
18''
Ø
E
SCF
SCF
SCF
SCF
SCF
SC
F
S
C
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S
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F
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1+
0
0
2+00
3+
0
0
4
+
0
0
5+00
6+00
7+
0
0
8+00
6730
6735
6740
6745
67
5
0
6755
6760
6770
6775
67
8
0
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
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E
B
U
I
L
D
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G
S
E
T
B
A
C
K
BUI
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D
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A
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T
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T
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T
T
T
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T T T TWS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
Sopris Lane
675
0
SCF
SCF
SCF
SCF
6
7
3
0
67
3
5
6740
67
4
5
675
0
6
7
5
5
67
6
0
67
6
5
6770
67
7
5
67
8
0
6730
6740
6760
6770
6765
6765
6769
12" DEEP DITCH
(SEE SECTION DETAIL)
12" DEEP DITCH
(SEE SECTION DETAIL)
12" DEEP DITCH
(SEE SECTION DETAIL)
3:1 CATCH SLOPE
2:1 CATCH SLOPE
2:1 CATCH SLOPE
EX. TRANSFORMER, INSTALL ELECTRIC
METER & EXTEND ELECTRIC/TELECOMM.
MAINTAIN COVER & CLEARANCES
BETWEEN/OVER NEW SERVICES PER
UTILITY REGULATIONS.
MAINTAIN A MINIMUM SEPARATION OF
4-FEET BETWEEN WATER AND
ELECTRIC/TELEPHONE UTILITIES.
SEE SHEET C.5 FOR DRIVEWAY
SECTION AND WALL REQUIREMENTS
EDGE OF EXISTING ASPHALT
INSTALL A NEW 1-1/2"Ø AWWA COPPER OR
PURECORE WATER SERVICE TO THE HOUSE WITH
THE METER OUTSIDE THE ROADWAY (600± LF).
STATIC PRESSURE AT ROAD = 95 PSI± .
INSTALL EROSION LOGS EVERY
40LF IN ROADSIDE DITCH, TYP.
INSTALL EROSION LOGS EVERY
40LF IN ROADSIDE DITCH, TYP.
INSTALL EROSION LOGS EVERY
40LF IN ROADSIDE DITCH, TYP.
INSTALL SEDIMENT CONTROL
FENCING ALONG THE LOWER LIMITS
OF ALL DISTURBANCES, TYP.
FLARE OUT THE SWALE TO
INDUCE SHEET FLOW, USE
BOULDERS FOR
DISSIPATION AS NEEDED
FLARE OUT THE SWALE TO
INDUCE SHEET FLOW, USE
BOULDERS FOR
DISSIPATION AS NEEDED
SEE RETAINING WALL
DETAILS ON SHEET C.2
SEE RETAINING WALL
DETAILS ON SHEET C.2
SEE RETAINING WALL
DETAILS ON SHEET C.2
INSTALL 25 LF 18"Ø
ADS CULVERT
INSTALL 30 LF 18"Ø
ADS CULVERT
NOTES:
1.THIS PLAN SET IS INTENDED TO BE PLOTTED IN COLOR. FAILURE TO DO SO MAY
RESULT IN MISSING DATA & INFORMATION CRITICAL TO THE PROJECT.
2.SURVEY INFORMATION BASED ON THE TOPOGRAPHY SURVEY PROVIDED BY THE
TUTTLE SURVEYING SERVICES, DATED 2/17/20.
2.GEOTECHNICAL SUBSOIL STUDIES PROVIDED BY KUMAR & ASSOCIATES, INC.
970-945-7988, PROJECT NUMBER 20-7-144 DATED FEBRUARY 13, 2020.
3.SEE ARCHITECTURAL, LANDSCAPING AND AND STRUCTURAL ENGINEERING
PLANS FOR ADDITIONAL BUILDING AND LANDSCAPE INFORMATION.
4.SEE ADDITIONAL NOTES ON REMAINING PLAN SHEETS.
5.ALL DEMOLITION AND CONSTRUCTION SHALL MEET OR EXCEED THE CURRENT
CONSTRUCTION AND DESIGN STANDARDS ESTABLISHED BY THE COUNTY AND
BE SUBJECT TO OBSERVATION BY THE COUNTY AND THE PROJECT ENGINEER.
5.THIS DESIGN WAS PREPARED WITHOUT THE BENEFIT OF A SUBSURFACE UTILITY
ENGINEERING (SUE) STUDY OR MAP. THIS DESIGN HAS BEEN PREPARED FOR A
PRIVATE DEVELOPMENT USING EXISTING UTILITY INFORMATION PROVIDED BY
OTHERS. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST, BUT
MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. BOUNDARIES UNLIMITED
INC. DID NOT CONFIRM ANY DATA PROVIDED OR PERFORM ANY ADDITIONAL
RESEARCH OR NOTIFICATION TO ELEVATE THESE PLANS TO SENATE BILL 18-167
STANDARDS. AS SUCH, BOUNDARIES UNLIMITED INC. MAKES NO GUARANTY,
EXPRESSED OR IMPLIED, FOR THE LOCATION OF SUBSURFACE UTILITIES
CONTAINED WITHIN THIS PLAN SET. IF THE CLIENT AND/OR CONTRACTOR
REQUIRES A SUBSURFACE UTILITY ENGINEERING STUDY OR MAP FOR FULL
COMPLIANCE WITH SENATE BILL 18-167, THEN A MORE EXHAUSTIVE
INVESTIGATION SHALL BE OBTAINED BY THE CLIENT AND/OR CONTRACTOR
PRIOR TO COMMENCING WITH ANY CONSTRUCTION. OTHERWISE, PRIOR TO
ANY EXCAVATION, CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY
COMPANIES FOR LINE LOCATIONS. CONTRACTOR SHALL NOTIFY PROJECT
ENGINEER OF ANY POTENTIAL CONFLICTS PRIOR TO UTILITY CONSTRUCTION SO
THAT LINE OR GRADE CHANGES CAN BE MADE TO AVOID A CONFLICT WITH ANY
EXISTING UTILITY. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES
FROM DAMAGE DURING CONSTRUCTION AND, AT NO EXPENSE TO THE CLIENT
OR PROJECT ENGINEER, REPAIR ANY DAMAGED UTILITIES.
6.ALL EXCAVATIONS FOR UTILITY LINES, RETAINING WALLS, ROADWAYS, BUILDING
STRUCTURES, DRAINAGE FACILITIES AND TRENCHES, ALONG WITH WORK IN
GENERAL, SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY
AND HEALTH ADMINISTRATION (OSHA), COLORADO INDUSTRIAL COMMISSION,
OR THE COLORADO DIVISION OF MINES, WHICH EVER APPLIES. SAFETY IS THE
CONTRACTOR'S RESPONSIBILITY. NO OTHER PARTIES ARE RESPONSIBLE FOR
SAFETY IN, ON OR ABOUT THE SITE, NOR FOR COMPLIANCE BY THE
APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO.
7.COMPACTION MUST BE ATTAINED AND COMPACTION RESULTS SUBMITTED TO
THE OWNER AND THE PROJECT ENGINEER PRIOR TO ACCEPTANCE.
COMPACTION SHALL MEET OR EXCEED COUNTY REGULATIONS. THE MINIMUM
COMPACTION STANDARD SHALL BE 95% STANDARD PROCTOR UNLESS
OTHERWISE SPECIFIED IN THE PLANS OR BY THE GEOTECHNICAL ENGINEER.
8.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION ACTIVITIES TO THE
AREA WITHIN THE STREET RIGHT OF WAY AND PROPERTY OWNED, OR
EASEMENTS PROVIDED TO OWNER. THE CONTRACTOR SHALL NOT OPERATE
OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER
INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE
THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
9.THE CONTRACTOR SHALL ENSURE DRAINAGE AWAY FROM ALL STRUCTURES IN
ALL DIRECTIONS. DO NOT ALLOW WATER TO POND ON-SITE. PROVIDE SWALES
TO DRAINAGE STRUCTURES AND RUNOUT. SHALLOW DRAINAGE SWALES HAVE
A TENDENCY OVER TIME TO FILL IN & BECOME LESS EFFECTIVE. PERIODIC
MAINTENANCE, AT LEAST TWICE A YEAR, IS NECESSARY TO CHECK THE
INTEGRITY OF THE SWALE & MAINTAIN DRAINAGE CHARACTERISTICS.
10.THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SETS OF CONTRACT
DRAWINGS MARKED UP TO INDICATE THE AS-BUILT CONDITIONS. THE
DRAWINGS SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER UPON
COMPLETION OF THE WORK. WHERE PRACTICAL, THE CONTRACTOR IS TO
PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS,
VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES.
11.ON-SITE OBSERVATIONS AND REVIEW CONDUCTED BY THE CITY/COUNTY OR
THE PROJECT ENGINEER OF CONSTRUCTION WORK IN PROGRESS ARE NOT TO
BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE COUNTY OR THE
PROJECT ENGINEER OF THE COMPLETED WORK AND THE CONTRACTOR'S
RESPONSIBILITIES.
12.THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO
SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES,
INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC.
THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING
POTENTIAL POLLUTANTS AND IDENTIFIED SPILL PREVENTION AND RESPONSE
PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE.
13.THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION
PURPOSES. ANY MISSING DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD
STAKING, OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF
THE PROJECT ENGINEER. IF THE CONTRACTOR PROCEEDS WITH THE WORK
WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS OWN RISK.
14.DISPOSAL OF TRASH, ASPHALT, CONCRETE AND CONSTRUCTION DEBRIS IS THE
CONTRACTORS RESPONSIBILITY AND SHALL BE CONSIDERED PART OF THE
WORK.
15.ALL PRODUCT INFORMATION SHOWN IS AS PROVIDED BY THE MANUFACTURER.
THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND COMPLYING WITH THE
MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS FOR THE
INSTALLATION OF ALL MATERIALS WITH SPECIAL ATTENTION TO PROPER
SEALING OF MATING SURFACES. THE CONTRACTOR SHALL IMMEDIATELY
CONTACT THE ENGINEER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE
DELIVERED PRODUCTS AND THOSE SHOWN ON THIS PLAN.
16.FOUNDATION DESIGNS TO BE OBTAINED FROM THE PROJECT STRUCTURAL
ENGINEER.
17.THE FOUNDATION DRAIN SYSTEM SHALL BE INSTALLED PER THE
RECOMMENDATION OF THE STRUCTURAL AND GEOTECHNICAL ENGINEERS.
18.ANY STORM DRAIN PIPES SHALL BE INSTALLED WITH 1% MINIMUM SLOPE TO
THE OUTFALL POINTS. HEAT TAPE SHALL BE INSTALLED IN ALL EXTERIOR ROOF
GUTTERS, DRAIN PIPES, AREA DRAINS, TRENCH DRAINS AND GRATED
STRUCTURES.
19.ACCUMULATED SNOWFALL SHALL BE REMOVED TO GRASS AREA TO ENSURE
THAT PROPER DRAINAGE AWAY FROM THE BUILDING IS MAINTAINED.
20.ALL PIPES SHALL BE INSTALLED WITH WATERTIGHT CONNECTIONS.
21.LANDSCAPING REQUIRING REGULAR HEAVY IRRIGATION SHOULD BE LOCATED
AT LEAST 5-FEET FROM FOUNDATION WALLS.
37110DERIC J O N WA
L
T
E
R
COL O R A D O LICE
N
S
E
D
P
R
O
F
E
SSIONA L E N G INEER
9/4/26
00 30'60'
Scale: 1" = 30'
NORTH
By
Re
v
i
s
i
o
n
No
.
Da
t
e
923 Cooper Ave., Ste. 201
Glenwood Springs, CO 81601
(T) 970.945.5252
www.bu-inc.com
Engineer or Surveyor Seal
Sheet
Client Information:
PROJECT NO.
File Name:
Designer:
Drafter:
Date:
N:
\
P
r
o
j
e
c
t
s
\
2
0
2
6
\
2
6
0
2
8
-
L
o
t
1
3
C
a
l
l
i
c
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t
t
e
\
d
w
g
\
2
6
0
2
8
-
V
-
T
o
p
o
.
d
w
g
10
/
1
9
/
2
0
2
6
5
:
3
6
P
M
Subsurface Utility Engineering (SUE)
Required Project:
If "Yes", SUE Certification by:
Firm:
Job #:
Date:
9.8.7.6.5.4.3.2.
9/4/26
APL
DJW
26028-v-topo.dwg
26028
303.229.1950
DENVER, CO 80202
1630 WELTON ST. #902
CALLICOTTE RANCH HIGH PRAIRIE LLC
GA
R
I
F
L
E
D
C
O
U
N
T
Y
,
C
O
L
O
R
A
D
O
1.
Co
n
s
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r
u
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i
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S
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t
Dr
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&
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&
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a
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Lo
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1
3
C
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R
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c
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C.1
No
N/A
N/A
N/A
Vicinity Map
1"=4000'
TBD Sopris Lane
Lot 13 - Callicotte Ranch
County of Garfield,
State of Colorado
Parcel No: 2393-242-06-013
NO
R
T
H
To Basalt
Hwy. 82
Carbondale
SITE
To Glenwood
Springs
Cry
s
t
a
l
Sp
r
i
n
g
s
R
o
a
d
:35.7°Steering Angle
3.33'20.83'
8.50'
8.17'
6.0
Carbondale: Station #85 feet
:
:
:
Width
Track
Lock to Lock Time
34.58'
00 20'40'
Scale: 1" = 20'
EXISTING/PROPOSED GRAVEL ROADWAY
PROPOSED CONCRETE
PROPOSED DISTURBANCE/REVEGETATION
WS WS WSWM
DS
8545
LEGEND
8544
X X X
G G
SL
FLAGNOTE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPERTY LINE
SETBACK/ENVELOPE
EASEMENT
EXISTING FENCE
EXISTING/PROPOSED WATER SERVICE/SHUTOFF/METER
EXISTING/PROPOSED SEWER SERVICE/CLEANOUT
EXISTING/PROPOSED GAS
GENERAL DIRECTION OF FLOW
PROPOSED DOWNSPOUT/RAIN CHAIN
T CE EXISTING/PROPOSED UTILITY PEDESTALS & METERSTCEGMEM
WSO
W W W EXISTING WATER MAIN/VALVE
SCF SCF PROPOSED SEDIMENT CONTROL FENCING
3
PROPOSED CULVERT/STORM PIPE & SIZE
EXISTING/PROPOSED TELECOMMUNICATIONS
EXISTING/PROPOSED ELECTRICE
T
ROCK SOCK OR EROSION LOG
E
T
/
/
/
/
/
/6''Ø 18''Ø
PROPOSED FOUNDATION DRAIN
C/O
>>>>PROPOSED SWALE/DITCH FLOWLINE
Ma
t
c
h
B
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l
o
w
Ma
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v
e
Ma
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B
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l
o
w
Ma
t
c
h
A
b
o
v
e
18''
Ø
1
8
'
'
Ø
E
SCF SCF
SCF
SCF
SCF
SCF
SCF
SC
F
SC
F
S
C
F
S
C
F
S
C
F
>
>
>
>
>
>
>
>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
SCF
SC
F
S
C
F
S
C
F
S
C
F
S
C
F
S
C
F
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>
>
>
>
>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>
>
>
1+
0
0
2+00
3
+
0
0
4
+
0
0
5+00
6+00
7+
0
0
8+00
9+
0
0
6730
6735
6740
6745
67
5
0
6755
6760
6770
6775
67
8
0
67
9
0
67
7
5
677
5
EEEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T T T T T T
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
675
0
SCF
SCF
SCF
SCF
SCF
SCF
2:1 SLOPE
TW:6733.3'
FG:6727.3'
TW:6735.5'
FG:6729.5'TW:6736.9'
FG:6734.5'
TW:6729.7'
BW:6726.7'
Sopris Lane
DOUBLE WIDE
BOULDER LANDSCAPE
WALL, 0'<H<6'
STA:1+10 TO 2+00
DOUBLE WIDE
BOULDER LANDSCAPE
WALL, 0'<H<6'
STA:2+92 TO 3+68
2:1 SLOPE
2:1 SLOPEDOUBLE WIDE
BOULDER LANDSCAPE
WALL, 0'<H<6'
STA:4+56 TO 5+64
2:1 SLOPE
DOUBLE WIDE
BOULDER LANDSCAPE
WALL, 0'<H<6'
STA:7+80 TO 8+50
BOULDER LANDSCAPE
WALL, 0'<H<6'
STA:2+42 TO 3+50
BOULDER LANDSCAPE
WALL, 0'<H<6'
STA:2+66 TO 2+92
BOULDER LANDSCAPE
WALL, 0'<H<6'
STA:5+68 TO 3+68
BOULDER LANDSCAPE
WALL, 0'<H<6'
STA:4+15 TO 4+56
BOULDER LANDSCAPE
WALL, 0'<H<6'
STA:5+64 TO 6+10
BOULDER LANDSCAPE
WALL, 0'<H<6'
STA:7+60 TO 8+70
BOULDER LANDSCAPE
WALL, 0'<H<6'
STA:7+42 TO 7+80
BOULDER LANDSCAPE
WALL, 0'<H<6'
STA:8+50 TO 9+12
TW:6739.0'
FG:6737.3'
TW:6741.9'
FG:6739.4'
TW:6744.2'
FG:6745.9'
TW:6742.0'
FG:6739.1'
TW:6746.6'
FG:6740.6'
TW:6747.8'
FG:6741.8'
TW:6750.1'
FG:6744.1'
TW:6752.1'
FG:6746.1'
TW:6756.2'
FG:6750.2'
TW:6758.3'
FG:6752.3'
TW:6760.7'
FG:6754.7'
TW:6763.4'
FG:6757.4'
TW:6763.5'
FG:6760.4'
TW:6753.1'
FG:6750.9'
TW:6756.8'
FG:6752.1'
TW:6759.3'
FG:6753.3'
TW:6761.1'
FG:6755.1'
TW:6762.9'
FG:6756.9'
TW:6766.4'
FG:6760.4'
TW:6767.4'
FG:6762.4'
TW:6764.3'
FG:6763.9'
TW:6774.5'
FG:6772.2'
TW:6779.9'
FG:6776.2'
TW:6783.7'
FG:6781.2'
TW:6772.6'
FG:6770.6'
TW:6776.5'
FG:6771.2'
TW:6780.2'
FG:6774.2'
TW:6783.2'
FG:6777.2'
TW:6786.2'
FG:6780.2'
TW:6787.3'
FG:6782.2'
TW:6788.3'
FG:6783.0'
TW:6786.8'
FG:6784.6'
6
7
3
0
67
3
5
6740
67
4
5
675
0
6
7
5
5
67
6
0
67
6
5
6770
67
7
5
67
8
0
67
8
5
6730
6740
6760
6770
6765
6765
6769
6785
6
7
8
5
37110DERIC J O N WA
L
T
E
R
COL O R A D O LICE
N
S
E
D
P
R
O
F
E
SSIONA L E N G INEER
9/4/26
NORTH
By
Re
v
i
s
i
o
n
No
.
Da
t
e
923 Cooper Ave., Ste. 201
Glenwood Springs, CO 81601
(T) 970.945.5252
www.bu-inc.com
Engineer or Surveyor Seal
Sheet
Client Information:
PROJECT NO.
File Name:
Designer:
Drafter:
Date:
N:
\
P
r
o
j
e
c
t
s
\
2
0
2
6
\
2
6
0
2
8
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3
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d
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g
10
/
1
9
/
2
0
2
6
5
:
3
6
P
M
Subsurface Utility Engineering (SUE)
Required Project:
If "Yes", SUE Certification by:
Firm:
Job #:
Date:
9.8.7.6.5.4.3.2.
9/4/26
APL
DJW
26028-v-topo.dwg
26028
303.229.1950
DENVER, CO 80202
1630 WELTON ST. #902
CALLICOTTE RANCH HIGH PRAIRIE LLC
GA
R
I
F
L
E
D
C
O
U
N
T
Y
,
C
O
L
O
R
A
D
O
1.
Co
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s
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t
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S
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t
Dr
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1
3
C
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R
a
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C.2
NO
N/A
N/A
N/A
00 10'20'
Scale: 1" = 10'
3-0x6-0 3-0x6-0
mini refrig
3'-7"
SHOWER
BE
N
C
H
W.C.
rain shower head
HALL
1/2 BATH
BEDROOM #3
BEDROOM #2 BATH #2
W.
C
.
BATH #3
W.C.
LAUNDRY
F.D.
KITCHEN
LIVING ROOM
ENTRY HALL
window seat
DINING
refrig
d/w
dbl oven
mw
sink
window seat
window seat
window seat
OFFICE
1R1S
1R
1
S
LAV
LAV
MASTER BATH #1
HALL
HALL
BREEZEWAY
GARAGE
F.D.
PATIO
DECK
FI
R
E
P
L
A
C
E
LINEN/STORAGE
furnace
F.D.
tall cabinets storage
d/w sink
refrig
F.D.
UP
we
t
b
a
r
w
/
i
c
e
m
a
k
e
r
tall cabinets storage
revised layout
LAUNDRY
fu
r
n
a
c
e
F.D.
EXH
FAN
W.I.
CLOSET #3
Tub
Shower
W.I.
CLOSET #2
Tub
Shower
EXH
FAN
EXH
FAN
BUTLER'S
PANTRY
UTILITY
SINK
FOYER
VESTIBULE
warming drawer
range, exhaust hood
prep
sinkisland top
6-0 x 10-0
3'-6" x 6'-6"
opening @ 8'-0" Ht.
3'-6" x 6'-6"
opening @ 8'-0" Ht.
COVERED
ENTRY PATIO
Barn Doors
for energy
savings
T.O. PLYWD ELEV. 100'-0"
SITE ELEV 6803.00MASTER
CLOSET #1A MASTER
CLOSET #1 B
PRIMARY
BEDROOM SUITE #1
T.O. CONC PATIO ELEV. 9
9
'
-
1
1
"
SITE ELEV 6802.917
T.O. CONC PATIO ELEV. 9
9
'
-
1
1
"
SITE ELEV 6802.917
STEPS DOWN
TO GRADE
STEPS DOWN
TO GRADE
MECHANICAL
ROOM
water
cond.on demand
waterheater
water
tank
"side arm"re-circ
system
ENTRY
CLOSET
bench, hooks &
cubbies below
T.O. CONC SLAB ELEV. 98
'
-
3
3
/
4
"
SITE ELEV 6801.3125'
bar
sink
ice
maker
arts, crafts,study, computer
arts, crafts,
cabinet/counter
MECHANICAL
ROOM
wa
t
e
r
co
n
d
.
on
d
e
m
a
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wa
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ta
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r
m
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re
-
c
i
r
c
sy
s
t
e
m
SKI STORAGE
ROOM
T.O. CONC PATIO ELEV. 9
9
'
-
1
1
"
SITE ELEV 6802.917
4'
'
Ø
4'
'
Ø
4'
'
Ø
4'
'
Ø
4'
'
Ø
4''Ø
4''Ø
4''Ø
4'
'
Ø
4''Ø
4''Ø
4''Ø
4''Ø
4'
'
Ø
4'
'
Ø
4'
'
Ø
4'
'
Ø
4'
'
Ø
4'
'
Ø
4''Ø
4''Ø 4''Ø 4''Ø 4''Ø 4''Ø 4''Ø
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SCF
SCF
10
+
0
0
11
+
0
0
12+00
13+00 13+08
6
7
9
5
68
0
0
6800
6795
679
0
67
9
5
67
9
0
67
9
5
68
0
0
68
0
0
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E
E
TTTTTTTTTTT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
G G G
SS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS WS WS WS WS WS WS WS WS WS WS
SS
SS
SS
C/O
EMERGENCY FIRE
TRUCK TURNAROUND
(NO PARKING)
20'
Residence
T.O. Ply: 6803.00'
(100'-0")
Residence
T.O. Ply: 6801.31'
(100'-0")
S
C
F
S
C
F
S
C
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SC
F
SCF
SCF
SCF
SCF
SCF
SC
F
SC
F
SCF
S
C
F
SCF
SCF
SCF
4''Ø
4''Ø
4''Ø
4''Ø
4''Ø
R28'
R28'
DS
D
S
D
S
DS
D
S
DS
DS
D
S
D
S
DS
D
S
DS
DS DS
DS
DS
DS
4''Ø
4''Ø
4''Ø
4''Ø
4''Ø
4''Ø
4'
'
Ø
4''
Ø
4''
Ø
4''Ø
4'
'
Ø
4''Ø
4''Ø
4''Ø 4''Ø
67
9
7
679
6
67
9
5
679
4
67
9
3
679
2
6
7
9
4
679
3
6792
6791
6
7
9
0
67
9
0
67
9
2
67
9
0
LOCATION OF FUTURE
ONSITE WASTEWATER
TREATMENT SYSTEM
1
1
1
1
1
3
3
3
3
3
3
4
5
5
5
5
6
6
6
9
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
11
11
11
11
2
2
2
22
2
2
2
2
2
2
2
2
2
2
2
2
TW:6799.6'
FG:6797.0'TW:6799.5'
FG:6793.5'
TW:6799.6'
FG:6793.6'
TW:6800.0'
FG:6795.5'
TW: 6800.3'
FG:6796.7'
TW:6800.5'
FG:6799.8'
5
5
6800
6801
6800
68
0
0
68
0
1
67
9
5
67
9
4
68
0
0
68
0
1
6802
68
0
1
68
0
0
67
9
9
67
9
8
6799
6800
68
0
0
68
0
1
68
0
2
6802
6801
6802 Point Table
Point #
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
Desc.
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
Elev.
'
6801.31'
6801.31'
6801.31'
6801.31'
6801.91'
6802.36'
6802.36'
6802.02'
6801.95'
6802.36'
6802.36'
6801.71'
6801.71'
6801.35'
6800.90'
6801.61'
6801.61'
6801.61'
6801.61'
6801.61'
6801.61'
6801.61'
6801.61'
6801.61'
6801.61'
6801.61'
6801.61'
6801.33'
6801.33'
6801.07'
6801.07'
6800.99'
6800.56'
6801.25'
6801.27'
6801.51'
North
9369.87
9345.65
9345.49
9333.66
9332.88
9310.30
9311.90
9317.76
9318.69
9312.83
9314.08
9327.43
9327.78
9334.89
9336.40
9329.29
9329.58
9313.11
9312.82
9303.47
9303.97
9298.35
9298.54
9287.07
9286.88
9282.76
9281.76
9278.89
9278.93
9266.21
9262.39
9258.40
9255.57
9289.70
9289.78
9301.76
East
11132.85
11131.26
11133.38
11132.60
11144.43
11142.93
11118.88
11119.27
11105.30
11104.91
11085.95
11086.84
11081.47
11081.94
11059.24
11058.77
11054.41
11053.32
11057.68
11057.06
11049.58
11049.21
11046.34
11045.58
11048.45
11048.17
11063.26
11063.07
11062.49
11061.65
11119.27
11119.01
11161.66
11163.93
11162.76
11163.56
Point Table
Point #
136
137
138
139
140
141
142
200
201
202
203
204
205
206
207
208
209
210
220
222
223
224
225
226
Desc.
FG
FG
FG
FG
FG
FG
FG
EOD
EOD
EOD
EOD
EOD
EOD
EOD
EOD
EOD
EOD
EOD
EOD
EOD
EOD
EOD
EOD
EOD
Elev.
6802.42'
6802.42'
6802.62'
6802.03'
6802.35'
6802.94'
6802.94'
6793.69'
6793.01'
6792.32'
6791.24'
6791.64'
6793.97'
6795.44'
6796.91'
6797.66'
6799.11'
6801.05'
6801.07'
6800.79'
6800.56'
6798.20'
6797.30'
6796.36'
North
9316.51
9331.33
9341.45
9341.06
9357.03
9357.42
9367.54
9367.55
9382.17
9400.25
9427.52
9434.51
9407.17
9393.21
9389.08
9389.32
9403.46
9384.07
9334.47
9335.40
9341.15
9344.04
9359.14
9370.24
East
11164.54
11165.66
11166.33
11172.18
11173.23
11167.39
11168.06
10986.45
10997.11
10996.61
10986.45
11005.19
11015.38
11026.77
11044.31
11053.76
11087.95
11133.79
11120.38
11106.41
11096.50
11052.99
11045.73
11033.18
37110DERIC J O N WA
L
T
E
R
COL O R A D O LICE
N
S
E
D
P
R
O
F
E
SSIONA L E N G INEER
9/4/26
NORTH
By
Re
v
i
s
i
o
n
No
.
Da
t
e
923 Cooper Ave., Ste. 201
Glenwood Springs, CO 81601
(T) 970.945.5252
www.bu-inc.com
Engineer or Surveyor Seal
Sheet
Client Information:
PROJECT NO.
File Name:
Designer:
Drafter:
Date:
N:
\
P
r
o
j
e
c
t
s
\
2
0
2
6
\
2
6
0
2
8
-
L
o
t
1
3
C
a
l
l
i
c
o
t
t
e
\
d
w
g
\
2
6
0
2
8
-
V
-
T
o
p
o
.
d
w
g
10
/
1
9
/
2
0
2
6
5
:
3
7
P
M
Subsurface Utility Engineering (SUE)
Required Project:
If "Yes", SUE Certification by:
Firm:
Job #:
Date:
9.8.7.6.5.4.3.2.
9/4/26
APL
DJW
26028-v-topo.dwg
26028
303.229.1950
DENVER, CO 80202
1630 WELTON ST. #902
CALLICOTTE RANCH HIGH PRAIRIE LLC
GA
R
I
F
L
E
D
C
O
U
N
T
Y
,
C
O
L
O
R
A
D
O
1.
Co
n
s
t
r
u
c
t
i
o
n
S
e
t
En
l
a
r
g
e
d
G
r
a
d
i
n
g
,
D
r
a
i
n
a
g
e
&
E
r
o
s
i
o
n
C
o
n
t
r
o
l
P
l
a
n
Lo
t
1
3
C
a
l
l
i
c
o
t
t
e
R
a
n
c
h
C.3
NO
N/A
N/A
N/A
00 10'20'
Scale: 1" = 10'
FLAGNOTES:
SLOPE THE PATIO AT 2% MIN. AWAY FROM THE STRUCTURE.
INSTALL ROOF DOWNSPOUT AND DISCHARGE 5' MIN AWAY FROM FOUNDATION OR CONNECT TO ADJACENT STORM SEWER. DIRECT STORM
SEWER TO DAYLIGHT AT 2% MIN.
GRADE AROUND (SLOPE DOWN) THE PERIMETER OF BUILDING AS NECESSARY AT 10% FOR 10-FEET MIN. IN UNPAVED AREAS AND AT 2% FOR
10-FEET MIN. IN PAVED AREAS TO ENSURE PROPER DRAINAGE AWAY FROM THE FOUNDATION. FOLLOW ALL RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT.
UNDERGROUND PROPANE TANK. INSTALL GAS SERVICE FROM TANK TO MECHANICAL ROOM. MAINTAIN COVER OVER NEW SERVICE PER
REGULATIONS.
INSTALL SEDIMENT CONTROL FENCE ALONG THE LOWER LIMITS OF DISTURBANCE, TYP. (SEE DETAIL).
CONSTRUCT 12" DEEP DRAINAGE SWALE, MIN., WITH 3:1 MAX SIDE SLOPES. LINE WITH NORTH AMERICAN GREEN SC250 EROSION FABRIC
OR 9"Ø NOMINAL RIPRAP WHERE GRADES EXCEED 5%.
INSTALL EROSION LOGS IN SWALES/DITCHES EVERY 40 LF, TYP. (SEE DETAIL)
FOUNDATION DRAIN, TYP., INSTALL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. DRAIN @ 0.5% MIN. TO DAYLIGHT (SEE DETAIL).
FOUNDATION DRAIN HIGH POINT.
EXTEND THE FOUNDATION DRAIN TO DAYLIGHT WITH SOLID PIPE.
SEE DRIVEWAY SECTION REQUIREMENTS ON SHEET C.3.
1
2
3
4
5
6
7
8
9
10
11
EXISTING/PROPOSED GRAVEL ROADWAY
PROPOSED CONCRETE
WS WS WSWM
DS
8545
LEGEND
8544
X X X
G G
SL
FLAGNOTE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPERTY LINE
SETBACK/ENVELOPE
EASEMENT
EXISTING FENCE
EXISTING/PROPOSED WATER SERVICE/SHUTOFF/METER
EXISTING/PROPOSED SEWER SERVICE/CLEANOUT
EXISTING/PROPOSED GAS
GENERAL DIRECTION OF FLOW
PROPOSED DOWNSPOUT/RAIN CHAIN
T CE EXISTING/PROPOSED UTILITY PEDESTALS & METERSTCEGMEM
WSO
W W W EXISTING WATER MAIN/VALVE
SCF SCF PROPOSED SEDIMENT CONTROL FENCING
3
PROPOSED CULVERT/STORM PIPE & SIZE
EXISTING/PROPOSED TELECOMMUNICATIONS
EXISTING/PROPOSED ELECTRICE
T
ROCK SOCK OR EROSION LOG
E
T
/
/
/
/
/
/4''Ø 18''Ø
PROPOSED FOUNDATION DRAIN
C/O
>>>>PROPOSED SWALE/DITCH FLOWLINE
37110DERIC J O N WA
L
T
E
R
COL O R A D O LICE
N
S
E
D
P
R
O
F
E
SSIONA L E N G INEER
9/4/26
00 1'2'
Scale: 1" = 1'
4"Ø ADS TO SCH. 40 PVC 90° BEND
SLOPE AT 2% MIN.
TO OUTLET POINT
BU
I
L
D
I
N
G
DO
W
N
S
P
O
U
T
ALL JOINTS TO BE
WATER TIGHT, TYP.
TEE/BENDS WITH GLUED
JOINTS OR WATERTIGHT
ADAPTERS
FO
U
N
D
A
T
I
O
N
Scale: N.T.S.
Typical Roof Drain
NORTH
By
Re
v
i
s
i
o
n
No
.
Da
t
e
923 Cooper Ave., Ste. 201
Glenwood Springs, CO 81601
(T) 970.945.5252
www.bu-inc.com
Engineer or Surveyor Seal
Sheet
Client Information:
PROJECT NO.
File Name:
Designer:
Drafter:
Date:
N:
\
P
r
o
j
e
c
t
s
\
2
0
2
6
\
2
6
0
2
8
-
L
o
t
1
3
C
a
l
l
i
c
o
t
t
e
\
d
w
g
\
2
6
0
2
8
-
V
-
T
o
p
o
.
d
w
g
10
/
1
9
/
2
0
2
6
5
:
3
7
P
M
Subsurface Utility Engineering (SUE)
Required Project:
If "Yes", SUE Certification by:
Firm:
Job #:
Date:
9.8.7.6.5.4.3.2.
9/4/26
APL
DJW
26028-v-topo.dwg
26028
303.229.1950
DENVER, CO 80202
1630 WELTON ST. #902
CALLICOTTE RANCH HIGH PRAIRIE LLC
GA
R
I
F
L
E
D
C
O
U
N
T
Y
,
C
O
L
O
R
A
D
O
1.
Co
n
s
t
r
u
c
t
i
o
n
S
e
t
Ci
v
i
l
D
e
t
a
i
l
s
Lo
t
1
3
C
a
l
l
i
c
o
t
t
e
R
a
n
c
h
C.4
No
N/A
N/A
N/A
FL
O
W
FL
O
W
POINTS A MUST BE HIGHER THAN POINT B
D D
POINT A
ENTRENCH 3"
POINT A
POINT B
POINT A
EROSION LOG
POINT B
FLOW
POINT A
PLAN VIEW
PLAN VIEW
A A
EROSION LOG
SEDIMENT REMOVAL SHALL BE PERFORMED
CONTINUOUSLY FOR PROPER FUNCTION.Ø
ENTRENCH 3"
ØFL
O
W
TO
E
A
C
H
O
T
H
E
R
AP
P
R
O
X
.
9
0
°
SECTION A-A
AREA DRAIN
SECTION D-D
EROSION LOG
Scale: N.T.S.
Temporary Erosion Control Logs
10'
MAX.24"
MIN.
42"
MIN.
18" MIN.
24"
MIN.FLOW
FLO
W
ANCHORED IN TRENCH AND
FIRMLY ATTACHED SILT
FENCE FABRIC TO POST
POST
(2" X 2" NOMINAL)
6" x 6" TRENCH
SILT FENCE FABRIC
ANCHORED IN 6"x6"
TRENCH AND ATTACHED
FIRMLY TO POST
SILT FABRIC STAPLED
TO POSTS
COMPACTED
BACKFILL
Scale: N.T.S.
Temporary Sediment Control Fence
FEATURE THAT NEEDS
PROTECTION
USE 2 PINE STAKES 1 1/2" x 1 1/2" x 12"
AT ALL EROSION LOG ENDS OR JOINTS,
OTHERWISE USE A STAKE EVERY 24 IN.
AND CONTINUE TO ALTERNATE
ORIENTATION THROUGHOUT THE
LENGTH OF THE EROSION LOG.
(Verify with the Geotechnical Engineer) Scale: N.T.S.
Typ. Foundation Drain
12
"
36
"
M
I
N
.
,
48
"
M
A
X
.
6" MIN.
2"Ø SCH.80 PVC
TELEPHONE CONDUIT
4"Ø SCH.80 PVC
ELECTRIC CONDUIT6" CLASS 6 ABC
30" MIN.
6" WIDE MARKER TAPE
TRACER
WIRE
24
"
M
I
N
.
12
"
M
I
N
.
Scale: N.T.S.
Electric & Telephone Trench
12
"
30
"
M
I
N
.
,
36
"
T
Y
P
.
6" MIN.
GAS SERVICE LINE
6" MIN.
6" WIDE MARKER TAPE
TRACER
WIRE
Scale: N.T.S.
Gas/Propane Trench
NOTES:
1.GAS SHALL BE INSTALLED WITH AT LEAST 4'
OF SEPARATION BETWEEN OTHER UTILITIES.
2.BACKFILL THE TRENCH WITH 4" MINUS
ONSITE SELECT MATERIAL COMPACTED TO
95% STANDARD PROCTOR.
SAND
NOTES:
1.ELECTRIC & TELEPHONE SHALL BE INSTALLED
WITH AT LEAST 4' OF SEPARATION BETWEEN
OTHER UTILITIES.
2.BACKFILL THE TRENCH WITH 4" MINUS ONSITE
SELECT MATERIAL COMPACTED TO 95%
STANDARD PROCTOR.
12
"
WA
T
E
R
:
6
'
-
0
"
M
I
N
,
8
'
M
A
X
.
SE
W
E
R
:
4
'
-
6
"
M
I
N
.
12" MIN.
WATER/SEWER
SERVICE PIPE4" MIN.
6" WIDE MARKER TAPE
TRACER
WIRE
Scale: N.T.S.
Water/Sewer Service Trench
NOTES:
1.WATER SHALL BE INSTALLED WITH AT LEAST 10'
OF SEPARATION BETWEEN WATER/SEWER AND 4'
OF SEPARATION BETWEEN OTHER UTILITIES.
2.BACKFILL THE TRENCH WITH 4" MINUS ONSITE
SELECT MATERIAL COMPACTED TO 95%
STANDARD PROCTOR.
CLASS 6 ABC FOR COPPER,
CRUSHER FINES FOR HDPE
X
1
12
"
M
I
N
.
ADJACENT GRADE
4" COMPACTED
ON-SITE SILT OR
CLAY MATERIAL
Scale: N.T.S.
Drainage Swale
SIDE SLOPES ADJACENT TO
BUILDINGS SHALL BE 10:1 MIN. FOR
10-FEET. OTHERWISE, SIDE SLOPES
SHALL BE 3:1 MIN., OR PER PLAN.
BELOW GRADE WALL
SLOPE PER
GEOTECHNICAL
REPORT
BACKFILL
SLOPE
PER
OSHA PREFABRICATED DRAINAGE
COMPOSITE (MIRANDA 6000
OR EQUIVALENT
ATTACH PLASTIC SHEETING
AT FOUNDATION WALL SLIP
JOINT
SLAB-ON-GRADE
FOOTING OR PAD
COVER ENTIRE WIDTH OF
GRAVEL WITH NON-WOVEN
GEOMETRIES FABRIC (MIRAFI
140N OR EQUIVALENT).
2" MIN.
4"Ø PERFORATED RIGID PIPE (SDR35 PVC). THE PIPE
SHOULD BE PLACED IN A TRENCH WITH A SLOPE OF 1%
MIN. (1/8 INCH DROP PER FOOT) TO DRAIN.
ENCASE PIPE IN 1/2" TO 1-1/2"
WASHED GRAVEL. EXTEND GRAVEL
LATERALLY TO FOOTING AND AT
LEAST 1/2 HEIGHT OF FOOTING. FILL
ENTIRE TRENCH WITH GRAVEL.
NOTES:
1.THE BOTTOM OF THE DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF
FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY
OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING.
2.CONTRACTOR TO FOLLOW ANY ADDITIONAL RECOMMENDATIONS OF THE
GEOTECHNICAL ENGINEER
8" MIN. OR BEYOND 1:1 SLOPE
FROM BOTTOM OF FOOTING,
(WHICHEVER IS GREATER)
SLOPE TO DRAIN
6" MINIMUM
LINE ALL SWALES WITH FLOWLINE GRADES
EXCEEDING 6% WITH NORTH AMERICAN GREEN
SC250 EROSION FABRIC OR 6"Ø NOMINAL RIPRAP.
NOTE:
1.SEE THE GRADING, DRAINAGE AND EROSION
CONTROL SHEET FOR SWALE LOCATIONS.
2.V-CHANNEL OR TRAPEZOIDAL CHANNEL AS
SHOWN ON THE PLAN.
4"Ø SCH.40 OR
SDR35 PVC RISER
DOWNSPOUT FITTING OR IF DOWNSPOUT IS TOO
LARGE, USE A 12" SQUARE NYLOPLAST INLINE
DRAIN GRATE W/ A HOLE CUT IN GRATE TO
MATCH THE DOWNSPOUT AND SLEEVE THE
DOWNSPOUT/CHAIN AT LEAST 6" INTO THE PIPE.
EROSION CONTROL NOTES:
1.IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL MEASURES SHALL PRECEDE
STRIPPING OF NATIVE VEGETATIVE COVER AND AS GRADING PROGRESSES.
2.ALL TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENT CONTROL PRACTICES
SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE
OF THEIR INTENDED FUNCTION. STRAW BALE DIKES OR SILT FENCING MAY REQUIRE
PERIODIC REPLACEMENT. SEDIMENT TRAPS WILL REQUIRE PERIODIC SEDIMENT REMOVAL.
Scale: N.T.S.
Water Service
BOULDER LANDSCAPE WALL NOTES:
1.THESE DETAILS ARE TO BE USED ONLY FOR RETAINING LANDSCAPED AREAS WITH A
MAXIMUM WALL HEIGHTS AS INDICATED THIS DETAIL SHALL NOT BE USED TO RETAIN
STRUCTURES/VEHICLE LOADED AREAS OR AREAS REQUIRING GREATER RETENTION. ANY
WALL CONSTRUCTED HIGHER THAN SPECIFIED IN THESE DETAILS WILL NOT BE ACCEPTED
BY THE PROJECT ENGINEER.
2.INSTALL MIRAFI 140N FILTER FABRIC BETWEEN THE NATIVE EXCAVATION AND THE
SCREENED ROCK BACKFILL.
3.FREE DRAINING WALL BACKFILL SHOULD BE CAPPED WITH AT LEAST 12 INCHES OF
COMPACTED HEAVY CLAYS TO REDUCE SURFACE WATER INFILTRATION.
4.BOULDERS SHALL BE ANGULAR AND SQUARE/RECTANGULAR IN SHAPE. ROUND RIVER
BOULDERS ARE NOT ACCEPTABLE. BOULDERS SHALL BE PURPOSEFULLY SELECTED FOR
PLACEMENT IN A MANNER WHICH PERMITS AT LEAST 30% CONTACT SURFACE WITH THE
ADJACENT BOULDERS. THE FILLING OF VOID AREAS BETWEEN BOULDERS WITH SMALLER
ROCKS WILL NOT COUNT TOWARD MEETING THIS MINIMUM CONTACT SURFACE
REQUIREMENT.
5.SET BASE ROWS ON BENCHES WHERE THE TOPSOIL HAS BEEN REMOVED AND THE SUBBASE
HAS BEEN SCARIFIED TO 9" MINIMUM DEPTH & RECOMPACTED TO 95% STANDARD
PROCTOR.
6.CARE SHOULD BE TAKEN NOT TO OVER COMPACT THE BACKFILL OR USE LARGE EQUIPMENT
NEAR THE WALL.
7.PLACE LARGER BOULDERS AT BOTTOM AND TRANSITION TO SMALLER BOULDERS AT TOP OF
WALL. UNDER NO CIRCUMSTANCES SHOULD ANY BOULDER BE PLACED ON TOP OF
ANOTHER BOULDER WHICH IS SMALLER THAN ITSELF.
8.NO AUTOMATED IRRIGATION MAY BE PLACED ON OR WITHIN 10-FEET OF THE WALL BOTTOM
OF THE WALL OR 5-FEET FROM THE TOP BACK OF THE WALL.
H=
6
'
M
A
X
.
BASE ROW:
36"Ø MIN.
ANGULAR
BOULDERS
18" MIN. BURY
MIDDLE ROW:
30"Ø MIN.
ANGULAR
BOULDERS
1
MIN
0.5
1' MIN. (TYP.)
COMPACT BACKFILL UNDER
BOULDERS TO 95% STANDARD
PROCTOR DENSITY, WITH A MOISTURE
CONTENT NEAR OPTIMUM, TYP.
(TYP.EACH TIER)
4"Ø PERFORATED RIGID PVC DRAIN PIPE SLOPED AT
0.5% MIN. ALONG THE INTERIOR BASE OF THE WALL.
CORRUGATED PIPE IS NOT ACCEPTABLE. OUTSIDE EACH
WALL, EXTEND TO DAYLIGHT AT 2% MIN. WITH A SOLID
RIGID SCH.40 PVC PIPE. DRAIN PIPE SYSTEM MUST HAVE
4" MIN. GRAVEL BEDDING ON TOP AND SIDES.
1-1/2" SCREENED ROCK
BACKFILL (TYP.)
(TYP.EACH TIER)
FITTER FABRIC
12" MIN. OF COMPACTED
HEAVY CLAY, TYP.
(Verify with the Geotechnical Engineer) Scale: N.T.S.
Double Wide Boulder Landscape Wall
BASE ROW:
36"Ø MIN.
ANGULAR
BOULDERS
MIDDLE ROW:
30"Ø MIN.
ANGULAR
BOULDERS
3'
3:1 3:1
TOP ROW:
24"Ø MIN.
ANGULAR
BOULDERS
TOP ROW:
24"Ø MIN.
ANGULAR
BOULDERS
MIDDLE ROW:
24"Ø MIN.
ANGULAR
BOULDERS
MIDDLE ROW:
24"Ø MIN.
ANGULAR
BOULDERS
5' MIN. @ 2:1, TYP.
6"
1
MIN
4"Ø PERFORATED PVC DRAIN PIPE SLOPED AT
0.5% MIN. ALONG THE INTERIOR BASE OF
EACH WALL. CORRUGATED PIPE IS NOT
ACCEPTABLE. OUTSIDE EACH WALL, EXTEND
TO DAYLIGHT AT 2% MIN. WITH A SOLID
SCH.40 PVC PIPE. DRAIN PIPE SYSTEM MUST
HAVE 4" MIN. GRAVEL BEDDING ON ALL SIDES.
(TYP.EACH TIER)
1-1/2" SCREENED ROCK
BACKFILL (TYP.)
(TYP.EACH TIER)
COMPACT BACKFILL UNDER
BOULDERS TO 95% STANDARD
PROCTOR DENSITY, WITH A MOISTURE
CONTENT NEAR OPTIMUM, TYP.
(TYP.EACH TIER)
SI
N
G
L
E
W
A
L
L
:
6
'
M
A
X
.
BASE ROW:
30"Ø MIN.
ANGULAR
BOULDERS
TOP ROW:
18"Ø MIN.
ANGULAR
BOULDERS
1' MIN. (TYP.)
MIDDLE ROW:
24"Ø MIN.
ANGULAR
BOULDERS
12" MIN. OF
COMPACTED
HEAVY CLAY, TYP.
12" MIN. BURY
BOULDER LANDSCAPE WALL NOTES:
1.THIS DETAIL IS TO BE USED ONLY FOR RETAINING LANDSCAPED AREAS
WITH A MAXIMUM WALL HEIGHT OF 6-FEET FOR SINGLE WALLS AND AND A
HEIGHT OF 4-FEET PER TIER FOR TIERED WALL. THIS DETAIL SHALL NOT BE
USED TO RETAIN STRUCTURES/VEHICLE LOADED AREAS OR AREAS
REQUIRING GREATER RETENTION.
2.TIERED WALLS TALLER THAN 4-FEET OR SUPPORTING MORE THAN TWO (2)
ADDITIONAL TIERS SHALL BE CONSTRUCTED AS STRUCTURALLY
SUPPORTED SOIL NAIL WALLS WITH A FACADE OF STACKED BOULDERS.
THE SOIL NAIL SYSTEMS SHALL BE AS DESIGNED BY OTHERS.
3.FREE DRAINING WALL BACKFILL SHOULD BE CAPPED WITH AT LEAST 12
INCHES OF COMPACTED HEAVY CLAYS TO REDUCE SURFACE WATER
INFILTRATION.
4.BOULDERS SHALL BE ANGULAR AND SQUARE/RECTANGULAR IN SHAPE.
ROUND RIVER BOULDERS ARE NOT ACCEPTABLE.
5.INSTALL MIRAFI 140N FILTER FABRIC BETWEEN THE NATIVE EXCAVATION
AND THE SCREENED ROCK BACKFILL.
6.SET BASE ROWS ON BENCHES WHERE THE TOPSOIL HAS BEEN REMOVED
AND THE SUBBASE HAS BEEN SCARIFIED TO 9" MINIMUM DEPTH &
RECOMPACTED TO 95% STANDARD PROCTOR.
7.CARE SHOULD BE TAKEN NOT TO OVER COMPACT THE BACKFILL OR USE
LARGE EQUIPMENT NEAR THE WALL.
8.SELECT AND PLACE BOULDERS IN A MANNER WHICH PERMITS AT LEAST
30% CONTACT AREA WITH ADJACENT BOULDERS.
9.PLACE LARGER BOULDERS AT BOTTOM AND TRANSITION TO SMALLER
BOULDERS AT TOP OF WALL. UNDER NO CIRCUMSTANCES SHOULD ANY
BOULDER BE PLACED ON TOP OF ANOTHER BOULDER WHICH IS SMALLER
THAN ITSELF.
0.5
FITTER FABRIC
(TYP.EACH TIER)
Scale: N.T.S.
Driveway & Boulder Landscape Wall (Non-Structural)
5'
9" MIN.
6" CLASS 6 AGGREGATE BASE COURSE.
CONTRACTOR TO PLACE 4" LIFT AT THE
BEGINNING OF CONSTRUCTION AND THEN
REGRADE AND PLACE ANOTHER 2" JUST
PRIOR TO PROJECT CLOSEOUT.
LINE THE DITCH WITH 6"Ø
NOMINAL ANGULAR RIPRAP
EMBEDDED IN 6" OF HEAVY CLAY.
COBBLES ARE NOT ACCEPTABLE.
16' MIN.
3:1
M
A
X
.
3:1 MAX
.
SCARIFY THE SUBGRADE
AND RECOMPACT TO 95%
STANDARD PROCTOR
6" CLASS 2 AGGREGATE
BASE COURSE 12" MIN. BURY
3:1 M
A
X
.
0.5''
2%2%
2.25'2.25'
1
2 MIN.
FILL SIDE CUT SIDE