HomeMy WebLinkAboutPlan DesignProfile: CL-DRIVE, Sta:0+00 to Sta:3+50
Scale: Vert.=30', Horiz.=30'
6760
6770
6780
6790
6800
6810
6820
6830
6770
6780
6790
6800
6810
6820
6830
Pr:6767.41Ex:6767.40+00 Pr:6767.94Ex:6768.4Pr:6772.30Ex:6771.81+00 Pr:6777.88Ex:6777.2Pr:6782.00Ex:6782.22+00 Pr:6785.90Ex:6786.0Pr:6790.40Ex:6789.53+00 Pr:6795.651.03%
11.40%
7.80%
10.50%PVIS: 0+00.00PVIE: 6767.41LVC: 31.11'
PVI STA: 0+62.86
PVI ELEV: 6768.06
K: 3.00
LPE: 6767.90
LPS: 0+47.30
BVCS:0+47.30BVCE:6767.90EVCS:0+78.41EVCE:6769.83LVC: 27.00'
PVI STA: 2+77.83
PVI ELEV: 6788.07
K: 10.00
LPE: 6787.02
LPS: 2+64.33
BVCS:2+64.33BVCE:6787.02EVCS:2+91.33EVCE:6789.49LVC: 36.00'
PVI STA: 1+52.90
PVI ELEV: 6778.33
K: 10.00
HPE: 6779.73
HPS: 1+70.90
BVCS:1+34.90BVCE:6776.27EVCS:1+70.90EVCE:6779.73EX. GRADE
PR. GRADE
EDGE OF EX.
PAVEMENT
Profile: CL-DRIVE, Sta:3+50 to Sta:7+55
Scale: Vert.=30', Horiz.=30'
6800
6810
6820
6830
6840
6850
6860
6790
6800
6810
6820
6830
6840
6850
6860
Ex:6795.7Pr:6800.33Ex:6799.34+00 Pr:6804.20Ex:6803.5Pr:6809.65Ex:6809.35+00 Pr:6815.57Ex:6815.2Pr:6821.49Ex:6821.96+00 Pr:6826.79Ex:6827.9Pr:6828.41Ex:6832.97+00 Pr:6829.41Ex:6835.9Pr:6829.50Ex:6836.27+55
7.60%
11.84%
2.00%PVIS: 7+54.54PVIE: 6829.50LVC: 42.37'
PVI STA: 4+59.30
PVI ELEV: 6804.84
K: 10.00
LPE: 6803.23
LPS: 4+38.11
BVCS:4+38.11BVCE:6803.23EVCS:4+80.48EVCE:6807.34LVC: 29.00'
PVI STA: 3+80.38
PVI ELEV: 6798.84
K: 10.00
HPE: 6799.94
HPS: 3+94.88
BVCS:3+65.88BVCE:6797.32EVCS:3+94.88EVCE:6799.94LVC: 50.00'
PVI STA: 6+50.00
PVI ELEV: 6827.41
K: 5.08
HPE: 6827.91
HPS: 6+75.00
BVCS:6+25.00BVCE:6824.45EVCS:6+75.00EVCE:6827.91EX. GRADE
PR. GRADE >>>>>>>>>>>>>>>>>>W SO
W SO >>>>WMEMPoint Table
Point #
500
501
502
503
504
505
506
507
508
509
510
511
512
513
Raw Description
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
Elevation
6767.72'
6768.09'
6769.95'
6772.78'
6775.65'
6778.29'
6780.40'
6782.35'
6784.32'
6786.27'
6788.36'
6790.89'
6793.56'
6796.21'
Northing
31246.09
31263.64
31285.32
31307.71
31327.18
31341.54
31350.13
31352.58
31348.74
31338.75
31323.17
31309.94
31305.75
31311.24
Easting
23120.07
23102.33
23089.87
23078.91
23063.23
23042.76
23019.29
22994.41
22969.70
22946.79
22927.23
22906.02
22881.37
22856.98
Point Table
Point #
514
515
516
517
518
519
520
521
522
523
524
525
526
Raw Description
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
CL-DRIVE
Elevation
6798.68'
6800.76'
6802.66'
6804.82'
6807.49'
6810.55'
6813.65'
6816.73'
6819.78'
6822.13'
6825.25'
6826.87'
6828.11'
Northing
31325.58
31346.75
31370.10
31391.15
31408.40
31420.90
31427.92
31429.66
31430.47
31431.25
31430.85
31424.89
31413.53
Easting
22836.51
22823.20
22814.28
22800.79
22782.70
22761.04
22737.05
22712.08
22687.22
22662.71
22635.82
22610.90
22588.13 6770683568156810WSWSET0
+
0
0
SCF SCF
SCF
SCF
#500
6768
>
>>>>
EX. TRANSFORMER
EX. WATER SHUT OFF. THE SIZE OF THE SERVICE MAY BE TOO
SMALL TO PROVIDE ADEQUATE PRESSURE AT THE HOME
SITE. CONTRACTOR TO COORDINATE WITH THE DISTRICT AND
UPSIZE THE WATER SERVICE AS NECESSARY.
INSTALL TEMP EROSION CONTROL FENCE
ALONG LOWER LIMITS OF DISTURBANCE
CONSTRUCT A 12" DEEP SWALE TO
DIRECT RUNOFF AROUND HOUSE
INSTALL WATER METER
INSTALL ELECTRIC METER
10' x 30' EMERGENCY PULLOUT
UNDISTURBED VEGETATION
Meadow PointPROPERTY LIN
E
PROPERTY LINE68306825AA11BBCCDDEEFFGGHHIIJJ2233445566778899AA11DWrefrigd/wdblovenwarming drawerrange, exhaust hoodmwprepsinkLndrySinksinkisland top4-2 x 6-0UTILITYSINKBBCCDDEEFFGGHHIIJJ2233445566778899XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>677567806785679067956800680568106815682068156810680568006795679067856780677567706820DSDSDSDSDS
DSDS4''
Ø
6''
Ø
6''Ø6''Ø6''
Ø
6''
Ø4''ØWSWSWSWSWSWSWS
WS
WS WS WS WS WS WS WS WS
WS
WS
WS
W
S
W
S
WS
WSWSWSWSWSWS
W
S
WS
WS WS WS WS
WS
WS
WS
WS
WS
WS WS WS WS
WS
WS
W
S
W
S
WS
WSWSWSWSWSETETETET
ET
ET ET ET ET
ET
ET
E
T
ETETETET
ET
ET ETET
ET
ET
ET
ET
E
T
ETETET68404''
Ø
4''
Ø
4''
Ø 1+002+00
3+004+005+
0
0
6+00
7+00
4''
Ø
4''
Ø
4''
Ø
SCFSCF SCF SCF SCF SCF SCF
SCF
SC
F
S
C
F
S
C
F
SC
F
SCFS
C
F
SCF
SCF
SCF SCFSCFSCF
SCF
SCF
SCF
SCF SCFSCFSCFSCF#526
#525
#507#505
#502
#512
#509
#501
#503
#514
#5
1
0
#511#516
#506#504#515#520#518#521#519
#517#522#523#524#508#513DS4''
Ø
6770
6768678067856795676967756
7
9
06800SLSLSLSLSLC/OC/O
>>
>>>>
>>>>
INSTALL EROSION LOGS EVERY
40LF IN ROADSIDE DITCH, TYP.SOUTH ROADSIDE DITCH
SHALL HAVE 3:1 SIDE
SLOPES AND 12" BOTTOM
WIDTH, SEE SECTION
NORTH ROADSIDE DITCH
SHALL HAVE 3:1 SIDE SLOPES
AND 12" BOTTOM WIDTH,
SEE SECTION
PROTECT EX. WELL
EX. SWALE
EX. DITCH
EX. SWALE
YPC#19598
EL:6767.32'
BENCHMARK
EX STORM PIPE
PROTECT EX. WELL
INSTALL TEMP EROSION CONTROL
FENCE ALONG LOWER LIMITS OF
DISTURBANCE
INSTALL INLET
PROTECTION
CONSTRUCT A 12" DEEP SWALE TO
DIRECT RUNOFF AROUND HOUSE
CONSTRUCT A 12" DEEP
SWALE TO DIRECT RUNOFF
AROUND HOUSE AND
BOULDER WALLS
EXTEND ELECTRIC AND
TELECOMMUNICATIONS FROM EX.
PEDESTALS AT THE SOUTHEAST
CORNER OF THE PROPERTY
EXTEND WATER SERVICE USING
1"Ø AWWA COPPER OR
PURECORE (SIZING BY OTHERS)
MAINTAIN A MINIMUM SEPARATION
OF 4-FEET BETWEEN WATER AND
ELECTRIC/TELEPHONE UTILITIES.
EDGE OF EXISTING
ASPHALT
DISTURBANCES
LIMITS, TYP.
INSTALL TEMP EROSION
LOGS IN SWALE EVERY 40 LF
TIERED BOULDER RETAINING
WALL (SEE DETAIL)
SEE SHEET C.2 FOR
ENLARGED VIEW
INSTALL TEMP EROSION CONTROL FENCE
ALONG LOWER LIMITS OF DISTURBANCE
ROADSIDE DITCH GRADES
OUT TO FLOW INTO THE
UNDISTURBED VEGETATION
ROADSIDE DITCH
RESTARTS
ROADSIDE DITCH GRADES
OUT TO FLOW INTO THE
UNDISTURBED VEGETATION
ROADSIDE DITCH
RESTARTS
4:1
4:
1
PROPERTY LINE
Residence
T.O. Ply: 6830.00'
(100'-0")PROPERTY L
INE
4:1 10:11
0
:
1
10:14:110:110:11
0
:
1>>>>>>>
>>
>GGGG
4''Ø4''Ø
4.
0
%
4%DSDS4:1
68056810681568206825
68
2
968366840
683
268356837 682568206815682868436840683568306825Vicinity Map
1"=4000'NORTH00 30'60'
Scale: 1" = 30'
DS
7965
LEGEND
7965
>>>>
SL SL SL
G
WS WS WS
4''Ø 4''Ø
ET
G
ET
SL SL SL
WS WS W SO
WM
GRADE AROUND THE PERIMETER OF BUILDING AS
NECESSARY AT 2.5% FOR 10-FEET MINIMUM IN PAVED
AREAS AND 10% FOR 10-FEET MINIMUM IN UNPAVED
AREA TO ENSURE PROPER DRAINAGE AWAY FROM THE
FOUNDATION.
EXISTING/PROPOSED GRAVEL ROADWAY
PROPOSED DISTURBANCE/REVEGETATION
EXISTING CONTOUR
PROPOSED CONTOUR
PROPERTY LINE
EASEMENT
EXISTING/PROPOSED WATER SERVICE/SHUTOFF/METER
EXISTING/PROPOSED SEWER SERVICE/CLEANOUT
EXISTING/PROPOSED ELECTRIC/TELEPHONE
EXISTING/PROPOSED GAS
PROPOSED FOUNDATION DRAIN SYSTEM (BY OTHERS)
HEAT TAPE
PROPOSED 4"Ø PVC STORM PIPE (WATERTIGHT)
PROPOSED 4"Ø PERF. UNDERDRAIN PIPE
PROPOSED FLOWLINE
GENERAL DIRECTION OF FLOW
PROPOSED DOWNSPOUT/RAIN CHAIN & SPLASH PAN
1
T EXISTING/PROPOSED UTILITY PEDESTALS & METERSTGMEM
SITE
To Basalt
Hwy. 82
Carbondale
C/O
EE
6" 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.
Scale: N.T.S.
Driveway with Stabilized Roadside Ditch(es)
SCARIFY THE SUBGRADE AND
RECOMPACT TO 95%
STANDARD PROCTOR
37110DERIC J O N WA
L
T
ERCOLOR A D O LICE
N
S
EDPROF
E
SSIONA L E N GINEER3/9/18
6" CLASS 2 AGGREGATE
BASE COURSE
PER
PLAN
TBD Meadow Point
Lot 2 - Callicotte Ranch
County of Garfield,
State of Colorado
Parcel No: 2393-133-06-002
NORTH
ByRevisionNo.Date923 Cooper Avenue
Suite 201
Glenwood Springs, CO 81601
tele: 970.945.5252
fax: 970.384.2833
Engineer or Surveyor Seal
Sheet
Client Information:
PROJECT NO.
FILE NAME:
Designer:
Drafter:
Date:N:\PROJECTS\2017\17032-Lot 2 Callicotte Ranch\dwg\17032-C-Topo.dwg 3/9/2018 2:22 PM9.8.7.6.5.4.3.2. 03/09/18 Add tiered boulder wall and adjust grading around bldg. djw11/08/17
APL
DJW
17032-c-topo.dwg
17032
970.404.0302
GLENWOOD SPRINGS, CO 81601
144 CLIFF ROSE WAY
URIEL MELLIN
GARFIELD COUNTY, COLORADO1. 11/10/17 Revise design for house relocations/rotation, add OWTS djw----Driveway, Overall Grading, Drainage And Erosion Control PlanLot 2: Callicotte RanchC.1
1.5'1.5'MATCH ABOVEMATCH BELOWII
IO
INVERT IN
INVERT OUT
6" MIN.
PER
PLAN1.5'1.5'
3:1 M
A
X.
3:1
M
A
X
.
3:1 M
A
X
.
3:1 MAX.
3:1
M
A
X
.
3:1 M
A
X.
NOTES:
1.SURVEY INFORMATION PROVIDED BY HIGH COUNTRY ENGINEERING.
2.SITE HAND AND GUARD RAILING BY OTHERS.
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.
6.EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST, BUT MAY NOT
REPRESENT ACTUAL FIELD CONDITIONS. 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
OF AN EXISTING UTILITY. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM
DAMAGE DURING CONSTRUCTION. THE CONTRACTOR, AT NO EXPENSE TO THE OWNER OR
PROJECT ENGINEER, SHALL REPAIR ANY DAMAGED UTILITIES.
7.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.
8.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 BY THE GEOTECHNICAL ENGINEER.
9.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.
10.THE CONTRACTOR SHALL ENSURE DRAINAGE AWAY FROM ALL STRUCTURES IN ALL
DIRECTIONS.
11.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.
12.ON-SITE OBSERVATIONS AND REVIEW CONDUCTED BY THE 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.
13.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.
14.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.
15.DISPOSAL OF TRASH, ASPHALT, CONCRETE AND CONSTRUCTION DEBRIS IS THE
CONTRACTORS RESPONSIBILITY AND SHALL BE CONSIDERED PART OF THE WORK.
16.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.
17.FOUNDATION AND WELL DESIGNS TO BE OBTAINED FROM THE PROJECT STRUCTURAL
ENGINEER.
18.THE FOUNDATION DRAIN SYSTEM SHALL BE INSTALLED PER THE RECOMMENDATION OF
THE STRUCTURAL AND GEOTECHNICAL ENGINEERS.
19.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.
20.ACCUMULATED SNOWFALL SHALL BE REMOVED TO GRASS AREA TO ENSURE THAT PROPER
DRAINAGE AWAY FROM THE BUILDING IS MAINTAINED.
21.ALL PIPES SHALL BE INSTALLED WITH WATERTIGHT CONNECTIONS.
22.ALL ROOFS TO BE GUTTERED
6''Ø 6''Ø PROPOSED 6"Ø PVC STORM PIPE (WATERTIGHT)
Scale: N.T.S.
Tiered Boulder Landscape Wall
DRIVEWAY
5' MIN. @ 10:1, TYP.
12" MIN. BURY6"
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)SINGLE WALL: 6'-0" MAX.TIERED WALL: 4'-0" MAX.4' MAX.BASE ROW:
30"Ø MIN.
ANGULAR
BOULDERS
TOP ROW:
18"Ø MIN.
ANGULAR
BOULDERS
1' MIN. (TYP.)
MIDDLE ROW:
24"Ø MIN.
ANGULAR
BOULDERS
BASE ROW:
24"Ø MIN.
ANGULAR
BOULDERS
TOP ROW:
18"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 SQAURE/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.
MIDDLE ROW:
24"Ø MIN.
ANGULAR
BOULDERS
0.5
1
MIN
0.5
2% MIN.
FITTER FABRIC
(TYP.EACH TIER)
5' MIN.
FROM BACK
OF WALL
SWALE AROUND
THE WALL
AA11BBCCDDEEFFGGHHIIJJ2233445566778899AA11DWrefrigd/wdblovenwarming drawerrange, exhaust hoodmwprepsinkLndrySinksinkisland top4-2 x 6-0UTILITYSINKBBCCDDEEFFGGHHIIJJ2233445566778899XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX68106815682068356815681068106820DSDSDSDSDSDSDS4''
Ø
4''
Ø
4''Ø6''Ø6''
Ø
6''
Ø
6''
Ø
6''Ø6''Ø6''
Ø 6''Ø6''Ø6''Ø6''Ø6''
Ø
6''
Ø
6''
Ø
6''
Ø
6''
Ø
6''
Ø4''Ø4''Ø4''Ø4''ØWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS
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
WS
WS
WS
WS
WS
W
S
W
S
W
S
W
S
W
S
W
S
ETETETET ETETETETETET
ET
ET
ET
ET
ET
ET
ET ET ET ET ET ET ET ET ET ET ET ET
ET
ET
ET
ET
ET
ET
68404''
Ø
4''
Ø
4''
Ø
4''
Ø
4''
Ø
4''
Ø
4''
Ø
4''
Ø
4''
Ø
5+
0
0
6+00
7+00
4''
Ø
4''
Ø
4''
Ø
4''
Ø
4''
Ø
4''
Ø
4''
Ø
4''
Ø
4''
Ø
4''
Ø
4
%
R10'
SCF
SCF SCF SCF SCF SCF SCF SCF SCF SCF SCF SCF SCF SCF SCF SCF SCF SCF
SCF
SCF
SCF
SCF
SCF
SC
F
SC
F
SC
F
SC
F
SCF
SCF SCF
SCF
SCF
SCF
SCF
SCF
SCF
SCF
SCF
SCF
SCF
SCF
SCF
SCF
SCF
SCF
SCF SCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFDS4''Ø4''
Ø
4''
Ø
#717
6837.51'
#718
6837.00'
#719
6837.00'
#720
6837.00'
#721
6836.92'
#722
6836.64'
#723
6834.70'
#724
6833.39'
#725
6832.00'
#730
6837.00'
#734
6831.77'
#735
6831.50'
#736
6830.65'
#737
6829.87'
#771
6827.22'
#773
6826.92'
#772
6827.22'
SL SL
SLSLSLSLSLSL SL SL SL SL SL SL SL SL SL SL SL
SLSLC/OSLSLC/O
1
1
1
1
1
1
1
1
1
0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.
5
%
0.
5
%
0.
5
%
0.
5
%
0.
5
%
0.
5
%
0.
5
%
0.
5
%
0.
5
%
0.
5
%
0.
5
%0.5%0.5%0.5%0.5%0.
5
%
0.
5
%
0.
5
%
CONSTRUCT A 12" DEEP
SWALE TO DIRECT
RUNOFF AROUND
HOUSE
DISTURBANCES
LIMITS, TYP.
SWALE HIGH
POINT
BEGIN
ROADSIDE
DITCH
SLOPE THE FOUNDATION DRAIN
AT 0.5% MIN. TO DAYLIGHT
UTILITY BOXES
AND METERS
TIE THE FLOOR DRAINS TO THE
DOWNSPOUT DRAIN LINE.
SEE ARCHITECTURAL PLANS
FOR RIM ELEVATIONS, TYP.
INSTALL ROOF
DOWNSPOUT,
TYP., DISCHARGE
ONTO DRIVEWAY
TIE IN
DOWNSPOUTS
TO DRAIN
EXTEND THE DOWNSPOUT
DRAIN TO DAYLIGHT WITH
SOLID 6"Ø PVC.
SLOPE THE FOUNDATION DRAIN
AT 0.5% MIN. TO DAYLIGHT
DIRECT SWALE
AROUND THE TOP
OF THE TIERED
LANDSCAPE WALL
EXTEND THE DOWNSPOUT
DRAIN TO ROADSIDE DITCH
WITH SOLID 4"Ø PVC.
INSTALL TEMP EROSION
LOGS IN SWALE EVERY 40 LF
4:1 CATCH SLOPE
EXTEND THE FOUNDATION
DRAIN TO DAYLIGHT WITH
SOLID 4"Ø SDR35 PVC.
INSTALL HEAT TAPE AROUND
ALL DOWNSPOUT DRAINS
INSTALL ROOF DOWNSPOUT
& SPLASH PAN, TYP.
DISCHARGE ONTO SURFACE
EXTEND THE DOWNSPOUT
DRAIN TO DAYLIGHT WITH
SOLID 4"Ø PVC.
0.
5
%0.5%>>
>
>
>
>
>>>>>>>>>
>
>
>
>
>
>>>>>>>>>>>>>>>>
4:1
4:
1
4:1 10:11
0
:
1
10:14:110:110:11
0
:
1
1.0%CATCH SLOPE
@ 4:1, TYP.
#731
6836.56'
#732
6833.36'
#733
6832.59'>>>>>>>>>>>>>>>>>>>
>
>
>
>>>>>
>
>
>4''Ø5' MIN.
TIERED BOULDER
LANDSCAPE WALL
(SEE DETAIL)GGG GGGGGGG
G GDRAIN GARAGE
FLOOR AT 2% TO
THE DRIVEWAY
OR EXTEND
FLOOR DRAINS
TO DAYLIGHT
Residence
T.O. Ply: 6830.00'
(100'-0")
PROPERTY LINE
BUILDING ENVELOPE
BUILDING ENVELOPEF
G
:
6
8
3
4
.
0
'
F
G
:
6
8
3
8
.
0
'
F
G
:
6
8
2
9
.
4
8
'
F
G
:
6
8
2
9
.
4
8
'FG:6830.1'FG:6829.7'FG:6827.5'FG:6826.0'FG:6829.92'FG:6828.3'FG:6829.92'FG:6829.67'FG:6829.17'FG:6829.3'FG:6829.3'F
G
:
6
8
2
8
.
9
2
'
F
G
:
6
8
2
8
.
9
2
'
F
G
:
6
8
3
3
.
0
'
F
G
:
6
8
2
8
.
3
'
F
G
:
6
8
2
7
.
0
'FG:6828.3'FG:6827.0'F
G
:
6
8
2
8
.
3
'
BURIED
PROPANE
#738
6827.00'
#739
6823.00'FG:6838.0'FG:6838.0'#700
6823.13'
#701
6826.39'
#702
6827.98'
#703
6828.64'
#704
6828.55'
#705
6828.95'
#706
6828.54'
#707
6828.73'
#708
6829.36'
#709
6829.48'
#710
6829.09'
#711
6828.81'
#712
6828.36'
#713
6827.96'
#714
6826.00'
#715
6824.00'
#716
6821.46'
#726
6828.02'
#727
6833.00'
#728
6832.50'
#729
6832.05'
#740
6836.90'
#741
6836.16'
#742
6835.16'
#743
6834.98'
#744
6834.49'
#745
6834.40'
#746
6832.00'
#770
6828.26'4''Ø4''Ø4''Ø4''Ø4''Ø
4''Ø 4''Ø
4''ØR10'
#760
6829.78'
#761
6829.63'
#762
6829.56'
F
G
:
6
8
2
9
.
9
1
'
F
G
:
6
8
2
9
.
9
1
'1.0%1.6%1.
0
%
#763
6829.82'
4.
0
%
4%
#764
6828.42'
#765
6828.42'
Point Table
Point #
700
701
702
703
704
705
706
707
708
709
710
711
712
713
714
715
716
717
718
719
720
721
722
723
724
725
726
727
Raw Description
Edge Pvmt
Edge Pvmt
Edge Pvmt
Edge Pvmt
Edge Pvmt
Edge Pvmt
Edge Pvmt
Edge Pvmt
Edge Pvmt
Edge Pvmt
Edge Pvmt
Edge Pvmt
Edge Pvmt
Edge Pvmt
Edge Pvmt
Edge Pvmt
Edge Pvmt
Top Wall
Top Wall
Top Wall
Top Wall
Top Wall
Top Wall
Top Wall
Top Wall
Top Wall
Top Wall
Top Wall
Elevation
6823.13'
6826.39'
6827.98'
6828.64'
6828.55'
6828.95'
6828.54'
6828.73'
6829.36'
6829.48'
6829.09'
6828.81'
6828.36'
6827.96'
6826.00'
6824.00'
6821.46'
6837.51'
6837.00'
6837.00'
6837.00'
6836.92'
6836.64'
6834.70'
6833.39'
6832.00'
6828.02'
6833.00'
Northing
31439.59
31435.81
31422.57
31426.09
31435.44
31425.33
31407.84
31396.35
31372.23
31344.63
31359.57
31370.29
31387.55
31393.29
31407.67
31419.34
31423.13
31365.46
31377.74
31402.06
31403.30
31420.91
31432.75
31442.19
31443.50
31439.11
31434.35
31294.35
Easting
22653.14
22619.09
22587.50
22573.73
22568.25
22550.99
22561.25
22560.28
22540.04
22563.60
22576.13
22585.13
22599.61
22607.57
22628.91
22645.93
22666.73
22534.36
22533.47
22553.47
22553.50
22543.45
22546.65
22564.29
22576.03
22586.00
22601.99
22560.90
Point Table
Point #
728
729
730
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
760
761
762
763
764
765
770
771
772
Raw Description
Top Wall
Top Wall
Swale
Swale
Swale
Swale
Swale
Swale
Swale
Swale
Swale
Swale
Swale
Swale
Swale
Swale
Swale
Swale
Swale
FG
FG
FG
FG
FG
FG
FG
FG
FG
Elevation
6832.50'
6832.05'
6837.00'
6836.56'
6833.36'
6832.59'
6831.77'
6831.50'
6830.65'
6829.87'
6827.00'
6823.00'
6836.90'
6836.16'
6835.16'
6834.98'
6834.49'
6834.40'
6832.00'
6829.78'
6829.63'
6829.56'
6829.82'
6828.42'
6828.42'
6828.26'
6827.22'
6827.22'
Northing
31282.61
31262.26
31341.83
31334.17
31314.36
31306.94
31282.30
31274.89
31256.75
31254.45
31257.96
31261.55
31346.49
31379.67
31428.83
31436.08
31447.58
31448.74
31449.93
31285.85
31275.81
31271.45
31296.05
31294.26
31321.96
31266.46
31270.30
31298.85
Easting
22551.04
22575.29
22509.75
22513.32
22536.93
22540.50
22541.11
22544.68
22566.30
22573.53
22617.08
22661.59
22510.90
22527.78
22535.59
22540.77
22562.33
22566.52
22589.58
22555.73
22567.70
22572.90
22569.05
22627.78
22651.03
22583.97
22642.31
22670.79
1
1 DSDS4:1
68
2
9
6
8
2
8 68276826682568206815682868276825682068166815681768186819682168226823682468
3
2
6
8
3
2
68316830682968286
8
3
3683468356836683768426841684068396838683768376836 68356836683768386839
68406833683368
2
7
68
2
6
68
2
5
68
2
4
68
2
3
68
2
2
6
8
2
1
6
8
2
0
6819681868176815681468166813681268116843684068356830682568306825NORTH
ByRevisionNo.Date923 Cooper Avenue
Suite 201
Glenwood Springs, CO 81601
tele: 970.945.5252
fax: 970.384.2833
Engineer or Surveyor Seal
Sheet
Client Information:
PROJECT NO.
FILE NAME:
Designer:
Drafter:
Date:N:\PROJECTS\2017\17032-Lot 2 Callicotte Ranch\dwg\17032-C-Topo.dwg 3/9/2018 2:22 PM9.8.7.6.5.4.3.2. 03/09/18 Add tiered boulder wall and adjust grading around bldg. djw11/08/17
APL
DJW
17032-c-topo.dwg
17032
970.404.0302
GLENWOOD SPRINGS, CO 81601
144 CLIFF ROSE WAY
URIEL MELLIN
GARFIELD COUNTY, COLORADO1. 11/10/17 Revise design for house relocations/rotation, add OWTS djw----Enlarged Grading & Drainage Plan With Underground PipingLot 2: Callicotte RanchC.2
00 10'20'
Scale: 1" = 10'
37110DERIC J O N WA
L
T
ERCOLOR A D O LICE
N
S
EDPROF
E
SSIONA L E N GINEER3/9/18
DSDSDSDS>>>>>>>
>
>
>
>>>>>DSDS>>>>XXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>
>>NORTH
ByRevisionNo.Date923 Cooper Avenue
Suite 201
Glenwood Springs, CO 81601
tele: 970.945.5252
fax: 970.384.2833
Engineer or Surveyor Seal
Sheet
Client Information:
PROJECT NO.
FILE NAME:
Designer:
Drafter:
Date:N:\PROJECTS\2017\17032-Lot 2 Callicotte Ranch\dwg\17032-C-Topo.dwg 3/9/2018 2:22 PM9.8.7.6.5.4.3.2. 03/09/18 Add tiered boulder wall and adjust grading around bldg. djw11/08/17
APL
DJW
17032-c-topo.dwg
17032
970.404.0302
GLENWOOD SPRINGS, CO 81601
144 CLIFF ROSE WAY
URIEL MELLIN
GARFIELD COUNTY, COLORADO1. 11/10/17 Revise design for house relocations/rotation, add OWTS djw----Fire Truck Vehicle Path Model & Misc. Civil DetailsLot 2: Callicotte RanchC.3
00 10'20'
Scale: 1" = 10'FLOWFLOWPOINTS 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
°
lc3dtr016
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 POSTPOST
(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.
BELOW GRADE WALL
SLOPE PER
GEOTECH REPORT
BACKFILL
SLOPE
PER
OSHA PREFABRICATED DRAINAGE
COMPOSITE (MIRADRAIN
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
GEOTEXTILE 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
(Verify with the Geotechnical Engineer) Scale: N.T.S.
Typ. Foundation Drain
00 150'300'
Scale: 1" = 150'12"36" MIN.,48" MAX.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" MIN.12" MIN.Scale: N.T.S.
Electric & Telephone Trench12"30" MIN.,36" TYP.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"6'-6"MIN,8' MAX.12" MIN.
WATER SERVICE
(MATCH EX. SIZE
AND TYPE)
4" MIN.
6" WIDE MARKER TAPE
TRACER
WIRE
Scale: N.T.S.
Water Service Trench
NOTES:
1.WATER SHALL BE INSTALLED WITH AT LEAST
10' OF SEPARATION BETWEEN 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
Scale: 1"=150'
Drainage Basins
37110DERIC J O N WA
L
T
ERCOLOR A D O LICE
N
S
EDPROF
E
SSIONA L E N GINEER3/9/18
X
1
12" MIN.ADJACENT GRADE
4" COMPACTED
ON-SITE SILT OR
CLAY MATERIAL
LINE ALL SWALES WITH FLOWLINE GRADES
EXCEEDING 6% WITH NORTH AMERICAN
GREEN SC150 EROSION FABRIC.
NOTE
SEE THE GRADING, DRAINAGE AND EROSION
CONTROL SHEET FOR SWALE LOCATIONS
SIDE SLOPES ADJACENT TO
BUILDINGS SHALL BE 10:1
MIN. FOR 10-FEET.
OTHERWISE, SIDE SLOPES
SHALL BE 3:1 MIN.
: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'
Scale: 1"=10'
Fire Truck Turning Movement MEADOW LAKEBasin-A1
Scale: N.T.S.
Drainage Swale
Scale: N.T.S.
Typical Site Drain and Roof Drain
Basin-A2
BUILDING30" MIN.TEE REDUCER
90° BEND
HEAT TAPE
INSTALLED PER
NOTES
4"Ø 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.
4"Ø OR 6"Ø STORM
SEWER (PER PLAN)
NOTES:
1.ALL DOWNSPOUTS AND DECK DRAINS SHALL BE ADS N-12-WT
CPP (WATERTIGHT), SCH.40 PVC OR SDR35 PVC. FLEXIBLE
CORRUGATED PLASTIC IS NOT ACCEPTABLE.
2.ADDITIONAL FITTINGS AND BENDS MAY BE REQUIRED TO
DEFLECT OVER OR AROUND LANDSCAPE WALLS.
3.HEAT TAPE SHALL BE INSTALLED IN ALL DOWNSPOUTS/STORM
SEWER PIPES AND CONNECTED TO THE BOTTOM OF ALL INLET
GRATES.RAIN CHAINOR DOWNSPOUT12"Ø NYLOPLAST AREA DRAIN WITH
DOME GRATE, PVC RISER BEND, TYP.
INSTALL HEAT TAPE THROUGH THE PIPE
AND CONNECT TO THE BOTTOM OF THE
GRATE,TYP. INSTALL TEMPORARY FILTER
FABRIC OR SEDIMENT BASKET UNDER
THE GRATE.
DEFGHIJ23456789refrigd/wdblovenwarming drawerrange, exhaust hoodmwprepsinksinkisland top4-2 x 6-0DEFGHIJ23456789680568106815DSDSDS6''Ø6''Ø6''
Ø
6''
Ø 4''Ø4''Ø4''Ø4''ØWSWSWSWSWSWS
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
WS
WS
WS
WS
WS
WS
W
S
W
S
W
S
W
S
W
S
WS
WS
WS
WS
WSWSWSWSWSWSWSWSWSWSWSWSWSWSET
ET
ET
ET
ET
E
T
E
T
E
T
E
T
ET
ETETET4''
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
S
C
F
S
C
F
S
C
F
S
C
F
S
C
F
SCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSL SL
5' MIN.25' MIN.42 (3x14) ADS ARC36 (STANDARD) UNITS6'
MIN.
4 Bedroom
Residence SLSLSLSLSLSL SL SL SL SL SL SL SL SL SL SL SL
SLSLC/OSLSLC/O
>>>>>>>>>>>>>>>681068054''Ø4''Ø
4''Ø
4''Ø
4''Ø
DSDSCDPHE APPROVED 1,500-GALLON
PRECAST CONCRETE TWO CHAMBER
SEPTIC TANK (SEE DETAIL)
INSPECTION
PORT, TYP.
CLEANOUT AT
THE BUILDING
POTABLE WATER
SERVICE
ENSURE FOUNDATION
DRAIN PIPE DOES NOT
DISCHARGE ABOVE THE
ABSORPTION FIELD
4"Ø SCH.40 PVC
INSTALL CLEANOUT AT
BEND FITTINGS, TYP.
DO NOT INSTALL THE ABSORPTION
FIELD INSIDE THE FILL LIMITS
CONSTRUCT A 6" DEEP
CUTOFF SWALE ABOVE
THE ABSORPTION FIELD
NORTH
ByRevisionNo.Date923 Cooper Avenue
Suite 201
Glenwood Springs, CO 81601
tele: 970.945.5252
fax: 970.384.2833
Engineer or Surveyor Seal
Sheet
Client Information:
PROJECT NO.
FILE NAME:
Designer:
Drafter:
Date:N:\PROJECTS\2017\17032-Lot 2 Callicotte Ranch\dwg\17032-C-Topo.dwg 3/9/2018 2:22 PM9.8.7.6.5.4.3.2. 03/09/18 Add tiered boulder wall and adjust grading around bldg. djw11/08/17
APL
DJW
17032-c-topo.dwg
17032
970.404.0302
GLENWOOD SPRINGS, CO 81601
144 CLIFF ROSE WAY
URIEL MELLIN
GARFIELD COUNTY, COLORADO1. 11/10/17 Revise design for house relocations/rotation, add OWTS djw----Onsite Wastewater Treatment System (OWTS)Lot 2: Callicotte RanchC.4
37110DERIC J O N WA
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ERCOLOR A D O LICE
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EDPROF
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SSIONA L E N GINEER3/9/18
00 10'20'
Scale: 1" = 10'
SYSTEM NOTES
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH GARFIELD COUNTY REGULATION NO.43 ONSITE WASTEWATER TREATMENT SYSTEMS (OWTS), MOST
CURRENT EDITION AND LOCAL AGENCY REQUIREMENTS WHICH MAY OR MAY NOT SPECIFICALLY BE NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR KNOWING AND CONFORMING TO SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. THIS DRAWING
DOES NOT CONSTITUTE AN OWTS PERMIT. A PERMIT MUST BE OBTAINED FROM APPROPRIATE LOCAL AGENCY. THE ENGINEER MUST OBSERVE THE
CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE A LETTER OF INSPECTION AS REQUIRED BY THE LOCAL AGENCY. A REQUEST FOR INSPECTION MUST BE
MADE BY THE CONTRACTOR AT LEAST 48-HOURS PRIOR TO THE EXPECTED TIME OF BACKFILLING.
2.DEMAND CALCULATIONS (SEC.43.6.A.2.h)
2.A.FOUR (4) BEDROOM RESIDENCE USING DOSING AND TREATMENT LEVEL 1 (TL1).
2.B.AVERAGE DAILY WASTEWATER FLOW (ADWF) AND ORGANIC LOAD RATE (BOD5):
2.B.1.SINGLE FAMILY DWELLING: 75 gpdc & 0.20 BOD5 lbs/day
2.B.2.ADWF = 75 gpd * (3 BEDROOMS * 2 PERSONS/BEDROOM + 1 BEDROOM * 1 PERSON) = 525 gpd
2.B.3.BOD5 = 0.20 lbs/day * (3 BEDROOMS * 2 PERSONS/BEDROOM + 1 BEDROOM ROOM * 1 PERSON) = 1.40 lbs/day
BOD5 mg/L = BOD5*1,000,000 = 1.40 lbs/day*1,000,000 = 319.8 mg/L
ADWF*8.34 525 gpd*8.34
2.B.4.CBOD5 = BOD5 * 0.85 = 272 mg/L
3.SEPTIC TANK (SEC.43.9.B.2.a):
3.A.SEPTIC TANK: 4 BEDROOMS = 1,250 GALLONS (TABLE 9-1)
3.B.INSTALL A 1,500-GALLON TWO-COMPARTMENT TANK.
3.C.THE TANK IS NOT SUBJECT TO BUOYANCY.
4.ABSORPTION AREA CALCULATIONS
4.A.GROUNDWATER WAS NOT ENCOUNTERED, THE PROPERTY CONTAINS SLOPES LESS THAN 20%. THE SOILS CONTAIN AND LARGE QUANTITY OF BOULDERS
AT DEPTH BETWEEN 3.5'-7.5' BELOW THE SURFACE. THEREFORE, THE SYSTEM SHALL BE A GRAVITY FED SHALLOW GRAVELLESS CHAMBER SYSTEM IN A
SEQUENCED TRENCH CONFIGURATION.
4.B.SOILS WERE ANALYZED BY HP KUMAR GEOTECHNICAL ENGINEERING (SEPTEMBER, 2017; PROJECT NO.17-7-695) TO BE CLAY (CL) SILTY, SANDY, STIFF,
SLIGHTLY MOIST BROWN POROUS MATRIX (TYPE-2) OVER BASALT ROCKS IN A SANDY CLAYEY SILT MATRIX WITH A TREATMENT LEVEL 1 LONG TERM
ACCEPTANCE RATE (LTAR) OF 0.60 gpd/SF.
4.C.MINIMUM SOIL TREATMENT AREA, A:
A = ADWF = 525 = 875 S.F.
LTAR 0.60 gpd/S.F.
4.D.SIZE ADJUSTMENT FACTORS: GRAVITY TRENCH = 1.0; CHAMBER TRENCH= 0.7
4.D.1.A, adj = 875 SF * 1.0 * 0.7 = 613 SF
4.E.GRAVELLESS CHAMBER SYSTEM:
4.E.1.INFILTRATOR QUICK4: 613 SF / 12 SF/UNIT = 52 UNITS. USE 54 UNITS IN 3x18 SERIAL TRENCH CONFIGURATION.
4.E.2.ADS ARC36 (STANDARD): 613 SF / 15 SF/UNIT = 41 UNITS. USE 42 UNITS IN A 3x14 SERIAL TRENCH CONFIGURATION.
5.THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITES OR WATER SOFTENERS AND/OR
FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM.
6.CLEAN OUTS ARE REQUIRED AT THE HOUSE AND AT ALL BENDS AND AT LEAST EVERY 100-FEET BETWEEN THE HOUSE AND THE SEPTIC TANK.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS THROUGHOUT THE SYSTEM TO PREVENT INFILTRATION.
8.INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS PORTS TO FINAL GRADE. PORTS SHALL BE MARKED IF CAPS ARE TO BE BURIED.
9.INSTALL 3-INCHES OF BLUEBOARD INSULATION, 3-FEET WIDE, OVER SEWER AND EFFLUENT PIPE WHEREVER DEPTH IS LESS THAN 5-FEET. UNDER NO
CIRCUMSTANCES SHALL COVER BE LESS THAN 2-FEET.
10.SITE PLAN INFORMATION FROM OTHERS. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES
MEET THOSE REQUIRED.
GENERAL ABSORPTION AREA NOTES
1.INSTALL CHAMBER UNITS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
2.ABSORPTION TRENCHES SHALL BE 3' WIDE OR LESS
AND PARALLEL THE GROUND SURFACE CONTOURS.
PARALLELING TRENCHES SHALL BE SEPARATED BY A
DISTANCE OF 6' MIN.
3.THE BOTTOM OF THE ABSORPTION TRENCHES SHALL
BE LEVEL AND THE BOTTOM AND SIDEWALLS MUST
BE RAKED TO REMOVE ANY SOIL SMEARS INCURRED
DURING THE EXCAVATION. FAILURE TO DO SO MAY
REQUIRE THE CONTRACTOR TO REPLACE THE
ABSORPTION FIELD AT HIS/HER OWN EXPENSE.
4.DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND
AROUND THE FIELD, AS NECESSARY, TO PREVENT
SURFACE RUNOFF FROM ENTERING ABSORPTION
AREA.
5.NO EXCAVATION OF THE ABSORPTION FIELD IS TO BE
DONE DURING WET WEATHER AND USE OF RUBBER
TIRE VEHICLES OVER THE ABSORPTION AREA IS
STRICTLY PROHIBITED.
6.UNSUITABLE MATERIAL EXISTING WITHIN THE FIELD
SHALL BE EXCAVATED AND BACKFILL SHALL CONSIST
OF IMPORTED LOAMY SAND OR SANDY GRAVEL. THE
ENGINEER SHALL BE CONTACTED IF BEDROCK OR
GROUNDWATER IS ENCOUNTERED IN THE
OVER-EXCAVATION.
7.TOPSOIL COVER MAY BE VARIED (12-INCH MINIMUM,
18-INCHES MAXIMUM) TO ALLOW FOR LANDSCAPING.
SITE EVALUATION
1.SITE AND SOIL EVALUATIONS WERE PERFORMED BY:
DERIC J. WALTER, PE DAN HARDIN,, PE
BOUNDARIES UNLIMITED INC.HP KUMAR GEOTECHNICAL ENG.
923 COOPER AVE., STE. 201 5020 C.R.#154
GLENWOOD SPRINGS, CO 81601 GLENWOOD SPRINGS, CO 81601
970.945.5252 970.945.7988
2.EVALUATION DATE(S): SEPTEMBER 2017.
3.SETBACK REQUIREMENTS FOR A TREATMENT LEVEL 1 STA TRENCH/BED, UNLINED
SAND FILTER OR SEEPAGE PIT (PER TABLE 7-1) AND AN ADWF=525 GPD:
3.A.SPRING OR WELL=100'
3.B.POTABLE WATER SUPPLY LINE=25'
3.C.POTABLE WATER SUPPLY CISTERN=25'
3.D.DWELLING=20'
3.E.PROPERTY LINE, PIPE OR LINED IRRIGATION DITCH=10'
3.F.INTERMITTENT IRRIGATION LATERAL, INFILTRATION STRUCTURE=25'
3.G.LAKE, WATER COURSE, IRRIGATION DITCH, STREAM OR WETLAND=50'
3.H.DRY GULCH, CUT BANK OR FILL AREA=25'
3.I.SEPTIC TANK=5'
3.J.RESTRICTIVE LAYER OR GROUNDWATER (VERTICAL): 4' (TREATMENT LEVEL 1,
GRAVITY FEED)
3.SETBACK REQUIREMENTS FOR THE SEPTIC TANK SHALL BE (PER TABLE 7-1):
3.A.SPRING OR WELL=50'
3.B.POTABLE WATER SUPPLY LINE=10'
3.C.POTABLE WATER SUPPLY CISTERN=25'
3.D.DWELLING=5'
3.E.PROPERTY LINE, PIPE OR LINED IRRIGATION DITCH=10'
3.F.INTERMITTENT IRRIGATION LATERAL, INFILTRATION STRUCTURE=10'
3.G.LAKE WATER COURSE, IRRIGATION DITCH, STREAM OR WETLAND=50'
3.H.DRY GULCH, CUT BANK OR FILL AREA=10'
3.I.STA TRENCH/BED, UNLINED SAND FILTER OR SEEPAGE PIT=5'
ATTACH REMOVABLE CAP OR
THREADED CLEANOUT
ASSEMBLY. INSTALL MARKER IF
CAP IS TO BE BURIED.
FLOW
FINISH GRADE
4"Ø PVC RISER
4"Ø 45° BEND
4" PVC WYE
4"Ø SEWER LINE
SURFACE
6"-8"
CLAY
(CL):
SILTY,
SANDY,
STIFF,
SLIGHTLY
MOIST
BROWN
POROUS
MATRIX
(TYPE-2)
Vicinity Map
1"=4000'
Scale: N.T.S.
Typical Chamber Serial Trench System
Scale: N.T.S.
Site & Soils Evaluation
SOIL EVALUATION
1.SOIL PERCOLATION TESTS IN THE
NATIVE SOILS (CLAY (CL) SILTY,
SANDY, STIFF, SLIGHTLY MOIST
BROWN POROUS MATRIX)
RANGED FROM 24-24 MPI
INDICATING A SOIL TYPE OF 2
AND AN LTAR OF 0.60 GPD/SF.
2.THE NATIVE SOILS CONTAIN
BOULDERS. WHEN
ENCOUNTERED, REMOVED THE
BOULDER AND BACKFILL THE
VOID WITH IMPORTED LOAMY
SAND OR SANDY GRAVELS.
Scale: N.T.S.
Cleanout Scale: N.T.S.
Septic Tank & Dosing System
TOPSOIL
3'-7'±NORTHSITE
To Basalt
Hwy. 82
Carbondale
36" MAX.
SERIAL TRENCH SYSTEM
12" MIN. COVER
18" MAX. COVER
UNDISTURBED NATIVE SOILS
6' (MIN.)
6"TOPSOIL
(MIN.)
FINISH GRADE
4" PVC RISER WITHEFFLUENT FILTERNOTE:
STATE APPROVED 1500-GALLON
TW0 (2) CHAMBER CONCRETE
SEPTIC TANK.4" PVC RISERIN INFLOW SHALL ENTER
THE LARGER CHAMBER
BAFFLE OPENING18"18"~3"
CONCRETE LIDCONCRETE LID
PRECAST RISER
1" CRUSHED ROCK, 6" DEEP TO LEVEL TANK
BOTTOM TO BE LEVEL AND FLAT OVER
ENTIRE AREA TO WITHIN 0.05'±. (TYP.)
IF NECESSARY TO ACHIEVE THIS
SURFACE, IMPORT CONCRETE SAND TO
USE AS LEVELING MATERIAL.
REMOVE ANY ENCOUNTERED
BOULDERS AND BACKFILL WITH LOAMY
SAND OR SANDY GRAVELS. DO NOT
USE COMPACTED MATERIALS.
FINISHED GROUND - MAINTAIN POSITIVE
SLOPE AWAY FROM TOP SURFACE OF
THE CHAMBER TRENCHES.
PVC COUPLING FOR SUPPORT
STANDARD INSPECTION PORT, TYP. (4"Ø PVC
SOLID PIPE CUT TO FIT. LOCATE PER PLAN VIEW.
ATTACH REMOVABLE CAP OR THREADED
CLEANOUT ASSEMBLY. INSTALL A MARKER IF CAP
IS TO BE BURIED.
INFLOW AND OVERFLOW
PIPES SHALL ENTER THE
UPPER KNOCKOUTS
4"Ø SCH. 40 OR SDR35
PVC OVERFLOW PIPE
GRAVELLESS CHAMBER SYSTEM:
INFILTRATOR QUICK 4, ADVANCED
DRAINAGE SYSTEMS ARC36 (STANDARD),
OR ENGINEER APPROVED EQUAL.
MAINTENANCE NOTES
1.TO ENCOURAGE THE HEALTH AND LONGEVITY OF THE OWTS SYSTEM, THE OWNER SHALL CONSIDER THE FOLLOWING:
1.A.MINIMIZE THE AMOUNT OF WATER THAT GOES DOWN THE DRAIN, THE BETTER YOUR SYSTEM WILL WORK.
1.B.MINIMIZE SOLIDS GOING DOWN THE DRAIN.
1.C.ELIMINATE GARBAGE DISPOSALS OR KEEP THE USE OF GARBAGE DISPOSALS TO A MINIMUM.
1.D.MINIMIZE GREASE AND OILS THAT GO DOWN THE DRAIN.
1.E.USE LINT FILTERS ON LAUNDRY MACHINE DRAINS.
1.F.KEEP SAND AND DIRT OUT OF THE BUILDING DRAIN.
1.G.AVOID FLUSHING SANITARY NAPKINS OR PAPER PRODUCTS OTHER THAN TOILET PAPER.
1.H.DO NOT USE LYE-BASED DRAIN UNCLOGGER CHEMICALS SUCH AS DRAINO, OVEN-OFF, OR OTHER STRONG
CLEANING AGENTS.
1.I.DO NOT PUT ANY “ROOT DETERRENTS” DOWN THE DRAIN.
1.J.DO NOT POUR PAINT THINNER, PESTICIDES, PAINTS OR PHOTO LAB CHEMICALS DOWN THE DRAIN
1.K.MINIMIZE USE OF CHLORINE BLEACH AND TOILET ADDITIVES.
2.THE OWNER SHALL CONTRACT WITH A SEPTIC TANK INSPECTOR TO INSPECT THE TANK ANNUALLY FOR GREASE AND
SEDIMENT ACCUMULATION. THE INSPECTOR SHALL REMOVED AND PROPERLY DISPOSED OF ACCUMULATED GREASE
AND SEDIMENT AS NEEDED TO ENSURE PROPER FUNCTION OF THE SYSTEM.
BASALT
ROCKS
IN A
SANDY
CLAYEY
SILT
MATRIX