HomeMy WebLinkAboutGrading PlansT IS INTENDED TO BE PLOTTED IN COLOR. FAILURE TO DO SO MAY
SSING DATA & INFORMATION CRITICAL TO THE PROJECT.
F
RMATION BASED ON THE USGS LIOAR AND GARFIELD COUNTY CIS.
.CTURAL, 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. THIS DESIGN WAS PREPARED WITHOUT THE BENEFIT OF A SUBSURFACE UTILITY
ENGINEERING (SUE) STUDY OR MAP. THIS DESIGN HAS BEEN PREPARED FOR A
ATE DEVELOPMENT USING EXISTING UTILITY INFORMATION PROVIDED BY OTHERS.
PRIVATE 0 RS
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
r LEGEND
TO BE PLOTTED IN
AY RESULT IN MIS
R TO ANY EXCAVATION CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY 11 THE C NTRA T R HA L EN I
7. PRIO
0 C 0 S L SURE DRAINAGE AWAY FROM ALL STRUCTURES IN ALL
116.
DISPOSAL OF TRASH, ASPHALT, CONCRETE AND CONSTRUCTION DEBRIS IS THE
COMPANIES FOR LINE LOCATIONS. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER
DIRECTIONS. DO NOT ALLOW WATER TO POND ON -SITE. PROVIDE SWALES TO
CONTRACTORS RESPONSIBILITY AND SHALL BE CONSIDERED PART OF THE WORK,
OF ANY POTENTIAL CONFLICTS PRIOR TO UTILITY CONSTRUCTION SO THAT LINE OR
DRAINAGE STRUCTURESAND RUNOUT. SHALLOW DRAINAGE SWALES HAVE A
GRADE CHANGES CAN BE MADE TO AVOID A CONFLICT WITH ANY EXISTING UTILITY.
TENDENCY OVERTIME TO FILL IN & BECOME LESS EFFECTIVE. PERIODIC
17.
ALL PRODUCT INFORMATION SHOWN IS AS PROVIDED BY THE MANUFACTURER. THE
THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING
MAINTENANCE AT LEAST TWICE A YEAR I T E S NECESSARY 0 CHECK THE INTEGRITY OF
CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND COMPLYING WITH THE
CONSTRUCTION AND, AT NO EXPENSE TO THE CLIENT OR PROJECT ENGINEER, REPAIR
THE SWALE & MAINTAIN DRAINAGE CHARACTERISTICS.
MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS FOR THE INSTALLATION
ANY DAMAGED UTILITIES.
OF ALL MATERIALS WITH SPECIAL ATTENTION TO PROPER SEALING OF MATING
12.
THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SETS OF CONTRACT
SURFACES. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER IF ANY
8. ALL EXCAVATIONS FOR UTILITY LINES, RETAINING WALLS, ROADWAYS, BUILDING
DRAWINGS MARKED UP TO INDICATE THE AS -BUILT CONDITIONS. THE DRAWINGS
DISCREPANCIES ARE FOUND BETWEEN THE DELIVERED PRODUCTS AND THOSE
STRUCTURES, DRAINAGE FACILITIES AND TRENCHES, ALONG WITH WORK IN GENERAL,
SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER UPON COMPLETION OF THE
SHOWN ON THIS PLAN,
SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH
WORK, WHERE PRACTICAL, THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES
ADMINISTRATION OSHA COLORADO INDUSTRIAL COMMISSION, OR THE COLORAD
(OSHA), SS 0
FROM PHYSICAL MONUMENTS
HYS CAL MONU E S TO ALL FITTINGS, VALVES, MANHOLES, AND THE END
18.
FOUNDATION DESIGNS AND SUBSURFACE DRAINAGE, IF APPLICABLE TO BE OBTAINED
DIVISION OF MINES, WHICH EVER APPLIES. SAFETY IS THE CONTRACTOR'S
OF ALL SERVICE LINES.
FROM THE PROJECT STRUCTURAL ENGINEER.
RESPONSIBILITY. NO OTHER PARTIES ARE RESPONSIBLE FOR SAFETY IN, ON OR
ABOUT THE SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY
13.
ON -SITE OBSERVATIONS AND REVIEW CONDUCTED BY THE CITY/COUNTY OR THE
19.
ANY STORM DRAIN PIPES SHALL BE INSTALLED WITH 1% MINIMUM SLOPE TO THE
REGULATIONS RELATING HERETO.
PROJECT ENGINEER OF CONSTRUCTION WORK IN PROGRESS ARE NOT TO BE
OUTFALL POINTS, HEAT TAPE IS RECOMMENDED IN ALL EXTERIOR ROOF GUTTERS,
CONSTRUED AS A GUARANTEE OR WARRANTY BY THE COUNTY OR THE PROJECT
DRAIN PIPES, AREA DRAINS, TRENCH DRAINS AND GRATED STRUCTURES.
9. COMPACTION SHALL MEET OR EXCEED COUNTY AND UTILITY PROVIDER
ENGINEER OF THE COMPLETED WORK AND THE CONTRACTOR'S RESPONSIBILITIES.
REGULATIONS. THE MINIMUM COMPACTION STANDARD SHALL BE 95% STANDARD
20.
ACCUMULATED SNOWFALL SHALL BE REMOVED TO GRASS AREA TO ENSURE THAT
PROCTOR UNLESS OTHERWISE SPECIFIED IN THE PLANS OR BY A GEOTECHNICAL
14.
THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY
PROPER DRAINAGE AWAY FROM THE BUILDING IS MAINTAINED
ENGINEER.
REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE
FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL
21.
ALL PIPES SHALL BE INSTALLED WITH WATERTIGHT CONNECTIONS.
10. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION ACTIVITIES TO THE AREA
HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND
WITHIN THE STREET RIGHT OF WAY AND PROPERTY OWNED, OR EASEMENTS
IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY
PROVIDED TO OWNER. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA
ACTIVITIES AT THE PROJECT SITE.
WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. ANY DAMAGE
TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE
15.
THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES,
PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE
ANY MISSING DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD STAKING, OR
CONTRACTOR.
PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT
ENGINEER. IF THE CONTRACTOR PROCEEDS WITH THE WORK WITHOUT NOTIFYING
Point Table
Point #
Desc.
Elev.
North
East
50
Grid B-4
6617.5U
-470.78
23743.17
51
Grid E-4
6617.50'
-430.89
23737.24
52
Grid E-1
6617.89'
-418,26
23835.78
53
Grid 3-1
6618.42'
-458.16
23841.71
100
Match
6631.55'
-419.14
23265.14
101
CL-Drive
6627.93'
-442,64
23362.33
102
CL-Drive
6622.63'
-455.19
23414.23
103
CL-Orive
6616.87'
-467.68
23509.37
104
CL-Drive
6616.30'
-469,77
23597.86
105
C I. -Drive
6616.57'
-468.18
23623.46
106
CL-Drive
6617.60'
-453.77
23720.42
107
CL-Drive
6618.00'
-450.83
23740.20
108
Match
6633.00'
-417.60
23224.24
109
Match
6632,17'
-398.41
23338.64
s> SI
C+ ``
�_"Cp to
t
Glenwood
I
Springs
a.
Fu
�L
,� Highway-82"'
n: L
is a �i
csr= 6" n RD17 9 0 County 0 Carbondale CO
Y ,
County of Garfield,TM,>
':;� Carbondale
State of Colorado .--
Vicinity Map -
THE ENGINEER, HE DOES SO AT HIS OWN RISK. Parcel No. 2373124-1010-301 r
-
IN-
�-� \ '� \ ✓ i � � �''� � -----�------'- ----- / / // i i � - ems..,\--`j�x� 7 6625_61525-
\y
G
BCf SCF��°",-���3CR26 SC -.. x-- ml y</ - _66 -
r� _
,,� / / � / 8 -- - - - - - 615�-"�-scF•_�`�:>"� .`.- - ..ti 'i`r ;z�' - - - 75
x�
sc_ -
PROPOSED CONCRETE
EVSTING/PROPOSED GRAVEL
BOULDER REINFORCED SLOPE
EROSION CONTROL FABRIC
- - 5544 - - - - -
EXISTING CONTOUR
PROPOSED CONTOUR
PROPERTY LINE
SETBACKIENVELOPE
- - - - - - - - - - - - - -
EASEMENT
-- - -- --x -----x------
EXISTING FENCE
SC�SCF
PROPOSED SEDIMENT CONTROL FENCING
- - -w- - - -w- $� -w-
EXISTING WATER MAIN/VALVE-
--ws-J--wg--�v�--
EXISTING/PROPOSED WATER SERVICE/SHUTOFF/METER
----st-J-sr-st- st-
EXISTING/PROPOSED SEWER SERVOE/CLEANOUT
EXISTING/PROPOSED ELECTRIC
- - --r-J--r
EXISTING/PROPOSED TELECOMMUNICATIONS
EXISTING/PROPOSED GAS
EXISTING/PROPOSED CULVERT/STORMPIPE & SIZE
.----------------
PROPOSED FGUNDA1ON DRAIN
PROPOSED SWALE/DITCH FLOWLINE
rmQ--->--->---
® ®
EXISTING/PROPOSED UTIUTY PEDESTALS & METERS
GENERAL DIRECTION OF FLOW
DS
PROPOSED DOWNSPOUT/RAIN CHAIN
Q3
FLAGNOTE
ROCK SOCK OR EROSION LOG
FLAGNOTES:
1 CONSTRUCT GRAVEL DRIVEWAY (SEE DETAIL).
O2 2:1 SLOPE AND USE 1:1 BOULDER REINFORCED SLOPE DETAIL IN THE FIELD IF/WHEN DESIRED TO PROTECT AN EXISTING TREE.
'J FIRE TRUCK TURNAROUND (SEE ENLARGED GRADING ON SHEET C.2)
0i EX, OVERHEAD UTILITY. INSTALL THE METER PER UTILITY OWNER STANDARDS AND EXTEND SERVICES TO BUILDING. PROVIDE COMMON
TRENCH WHERE UTILITY PROVIDER REGULATIONS ALLOW AND MAINTAIN COVER & CLEARANCES BETWEEN/OVER NEW SERVICES PER
THE UTILITY PROVIDER'S RULES AND REGULATIONS.
O EXISTING POTABLE WATER WELUSERVICE. INSTALL A NEW 1"0 WATER SERVICE USING AWWA PURECORE (200 PSI) AND EXTEND TO
THE MECHANICAL ROOM.
06 INSTALL 30 LF 18"6 ADS N-12-WT CULVERT WITH FLARED END SECTIONS; INV. IN=6613.24'; INV. OUT=6612.64'. INSTALL 09 OF 90
NOMINAL RIPRAP BELOW THE OUTLET,
O7 INSTALL TEMPORARY EROSION LOGS IN SWALES/DITCHES EVERY 40 LF, TYP. (SEE DETAIL)
�g INSTALL TEMPORARY SEDIMENT CONTROL FENCING ALONG THE LOWER LIMITS OF ALL DISTURBANCES (SEE DETAIL).
0, 9 FOUNDATION DRAIN SYSTEM (RE: STRUCTURAL). SLOPE AT 0.5%MIN TO DAYLIGHT. EXTEND TO DAYLIGHT WITH 4"0 SOLID SDR35 PVC.
10 CONCRETE DRIVEWAY APRON (6"THICKx 20'Wx40'L. SLOPE AT 2% MIN, AWAY FROM THE STRUCTURE).
11 INSTALL ROOF DOWNSPOUT AND EXTEND TO THE NEAREST SWALE AT 2% MIN.
1P SLOPE THE HARDSCAPE AT 2% MIN, AWAY FROM THE STRUCTURE.
GRADE AROUND (SLOPE DOWN) THE PERIMETER OF BUILDING AS NECESSARY AT 5%FOR 10-FEET-MIN. IN UNPAVED AREAS TO ENSURE
PROPER DRAINAGE AWAY FROM THE FOUNDATION. FOLLOW ALL RECOMENDATIONS OF THE GEOTECHNICAL REPORT. SLOPE AT 2% MIN.
BEYOND 10'.
<44 CONSTRUCT i2" DEEP DRAINAGE SWALE, MIN, 3:1MAX SIDE SLOPES.
15 3:1 CATCH SLOPE. SEED WITH A NATIVE GRASS SEED MIXTURE (RE: LANDSCAPE) AND HYDROMULCH (FLEXTERRA HP-FGM) OR COVER
WITH A TEMPORARY 24 MONTH EROSION CONTROL FABRIC (NORTH AMERICAN GREEN SC150),
16 INSTALL 2" CDNDUrr FOR FUTURE ELECTRICAL SERVICE FROM GRAWLSPACE.
se��
�- A,
1l
-
,
PROPOSED BACKWASH
FULISHING
�- y AND/ORTONINFILTRATION SYSTEM
(SEE OWTS PLANS)
SC
J
/ - - \ \ \ - - - - - - - -
\ _ - i
NOTES: 0-
\ - - - - - - - - PROPOSED 1- 4- L .�
OWES SYSTEM _
PROPERTY LINES ARE BEYOND THE 1 _ - - - - - - ; -(SEE OWTS PLANS) - -
MAPPED AREA. SEE SHEET C.5 FOR
PROPERTY LINES LOCATION, - - - -
� - - - - - - - scram- �
- - ,sue- �cr-.---sc�---- _ sc
6650 � 1-
6640
6630
6620
6610
6600
D+00
LVC: 48.00'
PVI STA: 0+80.00
d,1 C,.1..W1 R.
LVC: 40.00'
1+00 2+00 Profile: DRIVE, Sta:0+00 to Sta:4+82 3+00 4+00 4+82
Scale: Vert.=201, Horiz.=20'
6650
6640
6630
6620
6610
6600
FBOU,N1D,ARIES
ITED INC.
NG,
LAND SURVEYING 6 BEYOND
923 Cooper Avenue, Ste.201
Glenwood S rin s CO81601
tele:970.945.5252
www.bu-inc.com
Engineer or Surveyor Seal
OQ Pp0 tlCF2
\�S-ONWq�,��
7/24/25
37110
�Ss/0NA1 EEO
Client Information:
BRITTANY S TAYLOR MELONUK
960 COUNTY ROAD 107
CARBONDALE, CO 81623
805.705.1511
Subsurface Utility Engineering (SUE)
Required Project: NB
If "Yes", SUE Certification by
Firm: NIA
Job #: NIA
Date: NIA
NORTH
0 20' 40'
Scale:1" = 20'
Know what's below.
Call before you dig.
C
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Ci
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a
Agency Approval
Agency:
Dept:
BY.,
Date:
Comments:
Date Revision
Project No.: Sheet
25012
Filename:
Designer:
ON Coil
Designer:
ON
Drafter:
RTC
Date:
7124125
a
x
BOUNDARIES
UNLIMITED INC.
CIVIL ENGINEERING,
LAND SURVEYING £ BEYOND
923 Cooper Avenue, Ste. 201
Glenwood Springs, CO 81601
tele: 970.945.5252
www.hu-inc.com
Engineer or Surveyor Seal
D O L.
0� \�j0NW4,,. Jtf
7/24/25 yy:
37110
�sS/ONA1
Client Information:
BRITTANY £ TAYLOR NIELONUK
960 COUNTY ROAD107
CARBONDALE, CO 81623
805.705.1511
Subsurface Utility Engineering (SUE)
Required Project: ND
If "Yes", SUE Certification by:
Firm: N/A
Job #: NIA
Date: N/A
NORTH
0 0' 20'
Scale.1 = 10'
Know what's below.
Call before you dig.
O o
E a�
C= "O t/!
= H c
O a
CM te., CDC.)C-3
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Agency Approval
Agency:
Dept:
By:
Date:
Comments:
Date Revision
Project No.: Sheet
25012
Filename:
Designer: CO2
DJW
Drafter:
RTC
Date:
7124125
NOTE:
1. SEE THE GRADING, DRAINAGE AND EROSION
CONTROL SHEET FOR SWALE LOCATIONS,
2. V-CHANNEL OR TRAPEZOIDAL CHANNEL AS
SHOWN ON THE PLAN.
LINE ALL SWALES WITH FLOWUNE GRADES EXCEEDING
5%WITH 9"0 NOMINAL ANGULAR ROCK RIPRAP OR A
PERMANENT EROSION CONTROL FABRIC (NORTH
GRADE AMERICAN GREEN VMAX S2000R EQUAL) INSTALLED
PER MANUFACTURER'S RECOMMENDATIONS.
�1
X`\\
74"COMPACTED `SIDE SLOPES ADJACENT TO BUILDINGS
LT OR SHALL BE 10:1 MIN: FOR 10-FEET.
CLAY MATERIAL OTHERWISE, SIDE SLOPES SHALL BE 3:1
MIN., OR PER PLAN.
DRAINAGE SWALE
Scale: N.T.S.
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.
ANCHORED IN TRENCH AND
FIRMLY ATTACHED SILT FENCE
FABRIC TO POST
POST
MAX (2" X 2' NOMINAL)
24"
SILT FABRIC STAPLED MIN.
TO POSTS
24" 6"x6"TRENCH
Ili I. MIN. FLOW
42" �I .I it II-.
COMPACTED MN J�IIT-
BACKFILL
SILT FENCE FABRIC ANCHORED
IN 6'A6" TRENCH AND ATTACHED
FIRMLY TO POST
TEMPORARY SEDIMENT CONTROL FENCE
Scale: N.T.S.
�6" MINIMUM
SLOPE PER
GEOTECHNICAL
BELOW GRADE WALL
VFOUNDATION
ACKFILL
PREFABRICATED DRAINAGE
COMPOSITE (MIRANDA 6000 OR -_
EQUIVALENT -
ATTACH PLASTIC SHEETING AT
FOUNDATION WALL SLIP
COVER ENTIGRAVEL4FROM
- JOINT
WITH NONMETRIESFAB140N OR VALENT). S -ON=GRAD€OPE TO DRAIN
FOOTING OR PAD
2" N11N.ENCASE P/O 1-112" WASHED
GRAVEL. EXTEND GRAVEL LATERALLY TO
FOOTING AND AT LEAST 1/2 HEIGHT OF
FOOTING. FILL ENTIRE TRENCH WITHEYOND 1:1 SLOPE
GRAVEL.M OF FOOTING,
IS GREATER)
E (SDR35 PVC). THE PIPE SHOULD
BE PLACED IN A TRENCH WITH A SLOPE OF 1% MIN. (1/8 INCH
DROP PER FOOT) TO DRAIN.
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.
TYP. FOUNDATION DRAIN
Ven llth the Geotechnical Engineer) Scale: N.T.S.
NOTES
STORM SEWER PIPING SHALL SCHAD OR SDR35 PVC
WITH WATERTIGHT JOINTS. ALL SADDLES/TAPS SHALL
BE FULL -BODY TEE OR WYE FITTINGS. FLEXIBLE
CORRUGATE PIPE IS NOT ACCEPTABLE.
12"0 NYLOPLAST INLINE DRAIN
W/ DOME GRATE, TYP.
TEE/BENDS WITF
WATERTIGHT
ADAPTERS, TYP.
III C
TYPICAL SITE DRAIN
(LATERALS)
INSTALL ELECTRIC JUNCTION AND HEAT TAPE AT EACH
DOWNSPOUT ON THE NORTH SIDE OF THE BUILDING.
INSTALL PULL STRING AND EMEND TO THE NEAREST
AREA INLET AND SECURE TO THE BOTTOM OF THE
GRATE. LEAVE SUFFICIENT SLACK FOR GRATE REMOVAL.
DOWNSPOUT ADAPTOR
4"0 45'
41 LATERAL
TYPICAL ROOF AND SITE DRAIN(S)
111-- Scale NTS.
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.
� 6" WIDE MARKER TAPE
�Iz
TRACER
—
WIRE
z
v
w
� N
�i
12" MIN.
CLASS 6 ABC FOR COPPER,.
CRUSHER FINES FOR HOPE
� WATER/SEWER
4° WIN. -'SERVICE PIPE
0 WATERISEWER SERVICE TRENCH
Scale: N.T.S.
REINFORCED BOULDER SLOPE NOTES:
1. BOULDERS SHALL BE ANGULAR AND SQUARE/RECTANGULAR IN
SHAPE. ROUND RIVER BOULDERS ARE NOT ACCEPTABLE.
2. PLACE LARGER BOULDERS AT BOTTOM AND TRANSITION TO
SMALLER BOULDERS AT TOP OF SLOPE. UNDER NO
CIRCUMSTANCES SHOULD ANY BOULDER BE PLACED ABOVE
ANOTHER BOULDER WHICH IS SMALLER THAN ITSELF.
�
z
a
o
3
m
0
o
a
,o
o
TYPICAL ROOF DRAIN
\ CREATE PLANTING �5'-0" MAX.
\ POCKETS AS DESIRED
\ 5.5'—
�\ MIN 1 1.5'
18"0 TO 24"0 p
BOULDERS
24"0 TO 30'0
\ BOULDERS
EMBED 2/3 0
INTO THE SOIL
qi
12" MIN. BURY
COMPACT BACKFILL UNDER BOULDERS TOi
95% STANDARD PROCTOR DENSITY, WITH A
MOISTURE CONTENT NEAR OPTIMUM, TYP.
TOE OF SLOPE TO BE AT 12" MIN, OF
LEAST 12" FROM ANY SWALE COMPACTED HEAVY
CLAY, TYP.
NOTES:
1. ELECTRIC & TELEPHONE SHALL BE INSTALLED
WITH AT LEAST 4OF SEPARATION BETWEEN
OTHER UTILITIES.
2. BACKFILL THE TRENCH WITH 4" MINUS ONSITE
SELECT MATERIAL COMPACTED TO 95% B" WIDE MARKER TAPE
STANDARD PROCTOR.
TRACER
z WIRE
m a
MIN,
6' MIN.
0
EROSION LOG
AREA DRAIN
00
0
I
0 v -Eln
0 0
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.
PLAN VIEW
POINT
LOG
ENTRENCH
0
F( 0190.
Ty�10 FEATURE THAT NEEDS
PROTECTION
ENTRENCH 3"
SECTION A -A 444
0 SEDIMENT REMOVAL SHALL BE PERFORMED
CONTINUOUSLY FOR PROPER FUNCTION.
POINTS A MUST BE HIGHER THAN POINT B
SECTION D-D
TEMPORARY EROSION CONTROL LOGS
Scale: N.T.S.
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.
SHOULDERF DRIVEWAY SHOULDER
2' MIN 16' 2' MIN
CL
LINE THE DITCH WITH 6"0 NOMINAL
ANGULAR RIPRAP EMBEDDED IN 6" OF
HEAVY CLAY. COBBLES ARE NOT
ACCEPTABLE.
DRIVEWAY SECTION
Scale: N.T.S.
2"0 SCH.80 PVC
TELEPHONE CONDUIT
4"0 SCH.80 PVC
IT, CLASS 6ABC J ELECTRIC CONDUIT
ELECTRIC E TELEPHONE TRENCH
Scale: N.T.S.
6" CLASS 2 AGGREGATE
BASE COURSE
SCARIFY THE SUBGRADE AND
RECOMPACT TO 95%
STANDARD PROCTOR
a
BOUNDARIES
UNLIMITEDiNc.
CIVIL ENGINEERING,
LAND SURVEYING £ BEYOND
M Cooper Avenue, Ste. 201
Glem ord Springs, CO 81601
tele:970.945.5252
www.bu-inc.com
Engineer or Surveyor Seal
pODO L��F
O\ \c SON Wq- �J'c<
V 1oQ 7/24/25":�
37110
�`�S/ONAL`�N�
Client Information:
BRITTANY £ TAYLOR NELONUK
960 COUNTY ROAD 107
CARBONDALE, CO 81623
005.705.1511
Subsurface Utility Engineering (SUE)
Required Project: NO
If 'Yes', SUE Certification by:
Firm: NIA
Job #: NIA
Date_ NIA
NORTH
0 0' 20
Scale: I" = 10'
s
Know what's WOVIII.
Call before you dig.
rI
�a
O CO') Vi
a �
CM
O v o
V v
V
Agency Approval
Agency:
Dept:
TIT.
Date:
Comments:
Date Revision
Project No.: Sheet
25012
Filename:
Designer: CO3
OR
Drafter:
RIC
Date:
1l24125
RPC
LS# 14111
.3(B)
BESMALL LLC
40.0'
ROAD EASEMENT
REC# 914355
"i
A
P
3%"ALC
BLM 1986
Nj� COR SEC
.4(A)
BUREAU OF LAND MANAGEMENT
ALC
LS# 5933
.3(A)
BUREAU OF LAND MANAGEMENT
31/ "ALC
BLM 1986
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BOUNDARIES
UNLIMITED INC.
CIVIL ENGINEERING,
LAND SURVEYING £ BEYOND
923 Cooper Avenue, Ste.201
Glenwood Springs, CO 81601
tele:970.945.5252
www.bu-inc.com
Engineer or Surveyor Seal
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7/24/215 yl
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Client Information:
BRITTANY £ TAYLOR MELONUK
960 COUNTY ROAD 107
CARBONDALE, CO 81623
805.705.1511
Subsurface Utility Engineering (SUE)
Required Project: ND
if "Yes', SUE Certification by:
Firm: NIA
Job #: NIA
Date: N/A
NORTH
0 200' 400'
Scale: 1" = 200'
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Call before you dig.
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Agency Approval
Agency:
Dept:
By:
Date:
Comments:
Date
Revision
Project No.:
Sheet
25012
Filename:
Designer:
Designer:
C05
0Jw
Drafter:
RTC
Date:
IIZ4125