HomeMy WebLinkAboutDriveway & Erosion Control Plan-C -Togo dwg 1023/2017
N \ PROJECTS 2017117034 -Lot 26 Fou
NOTES:
1 SURVEY INFORMATION PROVIDED BY TUTTLE SURVEY SERVICES
2 ANY SITE RANO AND GUARD RAILING BY OTHERS
3 SEE ARCHITECTURAL LANDSCAPING AND AND STRUCTURAL ENONEERING PLANS FEB
ADDITIONAL BUILDING AND LANDSCAPE INFORMATION.
4 SEE ADDITIONAL NOTES ON REMMNING PLAN a DETAIL SHEETS
7 All DEMOLITION AND CONSTRUCTION SHALL MEET OR IXCEED THE CURRENT
CONSTRUCTION AND DESIGN STANDARDS ESTMUSHEO BY THE COUNTY AND BE
SUBJECT TO OBSERVATION BY THE COUNTY AND THE PAO.ECT ENGINEER.
ETOSTING UTILITIES ME SHOWN AS THEY ARE BELIEVED TO EAST, BUT MAY NOT
REPRESENT ACTUAL FIELD CONDITIONS PRIOR TO ANY IXCAVATION, CONTRACTOR
SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR UNE 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 EKISTING UTILITY THE CONTHAOTUR SHALL PHO I tC I ALL ENS IING
UTILITIES FROM DAMAGE WRING CONSTRUCTION THE CONTRACTOR, AT NO DGPENSE
TO THE DENSER OR PROJECT ENGINEER, SHALL REPAIR ANY OAMAGEO UTILITIES
Roan
6070
Yui
2 2 Y
6050
606.
6010
6035y
2N
LHC 3000'
KIM er$GOR
m L 6600
.L 3 LIt 1000,
ID A. 11x0
ed17#
PA! %WA LADIpe
7 ALL EXCAVATIONS FOR UTILITY LINES, RETAINING WALLS, ROADWAYS, BUILDING
STRUCTURES, DRAINAGE FACILITIES AND TRENCHES, ALONG WER WORK IN GENERAL
SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALER
ADMINISTRATION (OSHA), COLORADO INDUSTRIAL COMMISSION, OR THE COLORADO
DIVISION OF MINES WHICH EVER APPUES SAFETY IS THE CONTRACTORS
RESPONSIBILITY NO OTHER PARTIES AVE RESPONSIBLE FEB SAFETY IN, ON OR ABOUT
THE SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS
RELATING HERETO
8 COMPACTION MUST BEATTAINEO 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 AREAWITHIN
THE STREET RIGHT OF WAY AND PROPERTY OWNED, OR EASEMENTS PROVIDED TO
OWNER THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE
PRION CONSENT O THE PROPERTYOWNER INVOLVED ANY DAMAGE TO PRIVATE
PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF
THE PRNATE PROPERTY OWNER ANLL BE THE RESPONSIBILITY O THE CONTRACTOR
MRm
10 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 G BECOME LESS EFFECTNE PERIODIC MAINTENANCE AT LEAST TWICE
A YEAR IS NECESSARY TO CHECK THE INTEGRITY
OF THE SWNEa MAINTAINDRAINAGE
CHARACTERISTICS BUILDING FOUNDATION
WALL HEIGHT TO BE A MINIMUM OF 6'
ABOVE FINISH GROUND AT EMEflIOA WALL
11. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SEMITE CONTRACT DRAWINGS
MARKED UP TO INDICATE THE AS -BUILT CONDMONS THE DRAWINGS SHALL BE
PROVIDED TO THE OWNER AND THE ENGINEER UPON COMPLETION OF THE WORK
WHERE PRACTICAL, THE CONTRACTOR IS TO PROVIDE AT LEASTTWO TIES FROM
PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE ENDO ALL
SERVICE ONES
12 ONSITE OBSERVATIONS AND RENEW 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 7HE CONTRACTORS RESPONSIBIUAES
LVC 5000'
PAEAN 2+)11W
MPE 6064.02
FPS 2+29 W
13 THE CONTRACTOR SHALL TAKE ALANPIMPRNTEPBECMMNa TO SIGNIFICANTLY
REDUCE ANY POTENTIAL POSITION CAUSED BY NSACTIMIES, INCLUDING VEHICLE
FUELING, STORAGE OF FERMIERS OR CHEMICALS, ETC TIE CONTRACTOR SHALL
HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND
IDENTIFIED SPILL PREVEATIONNID RESPONSE
PROCEDURES PRIO110 ANY AMINES
AT THE PROJECT SITE
14 THE CONTRACTOR SHALL NOT SCNEORAWINGS FOR CONSTRUCTION PURPOSES ANY
MISSING DIMENSIONS OROSUIENMOESW PLANS, FEW STANK OR PHYSICAL
FEATURES SHALL BE BROUGHT TOME ATTENTION OF MEPIINECT ENGINEER IF THE
CONTRACTOR PROCEEDS WITH THE WORK%MOUT NOTIFYING THE ENGINEER HE 00ES
SO AT HIS OWN RISK
15 DISPOSAL O TRASH,ASPHALT. CONCRETE ANI CONSTRUCTION DEBRIS IS THE
CONTRACTORS RESPONSIBILITY ANDSINL BE CONSIDERED PART O THE WORK
IS FOUNDATION DESIGNS TO BE OBTAINED FROM INE PROJECT STRUCTURAL ENGNEER
17 THE FOUNDATION SAN SYSTEM SHALL REINSTALLED PER MERECOMMEIBATINOF
THE STRUCTURAL MD GEOTECHNICAL ENGNEERS
IB
19
20
ANY STORM DRAIN PIPES SHALL BE INSTALLED WITH 1%MINIMUM SLOPE TO THE
OUTFALL POINTS HEAT TAPE SHALL BE INSTALLED IN ALL MERIDA ROOF GUTTERS,
DRAIN PIPES. AREA DRAINS, TRENCH DRAINS ANO GRATED STRUCTURES
ACCUMULATED SNOWFALL SHALL BE REMOVED TO GRASS MEA TO ENSURE THAT
PROPER DRAINAGE AWAY FROM THE BUILDING IS MAINTAINED
ALL PRODUCT INFORMATION SHOWN IS AS PROVIDED BY THE MANUFACTURER THE
CONTRACTOR IS RESPONSIAE FON REVIEWING AND COMPLSNG WITH THE
MANUFACTURERS 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
21 NL PIPES SHALL BE INSTALLED WITH WATERTIGHT CONNECTIONS
K
ga
i
0 00
rS61 BENCHMARK
OPC #23648
ELEV 6064 02
MANNA TRE OMR 17 WTOE BEGINNING
AT ABOIA LIE WARM AV R151ALR
UI RUMBA FOLD MpWY 1319IWAN10l
AND COURSE SEDIMENT FALLOUT
1.60
MINA ASSIZE MNYO
24'-30 00 BOULDERS TO CATCH
GRADE BURY BOULDERS 12' MIN
• IOm
mow
7012.
Y aitik TEMPORARY LIMITS OF DISTURBANCE, ,.,,, 11
EROSION CONTROL LOGS I
IN RHE ROADSIDE NICHES I
EVERY 40 LF MAX I
2 00
PrglgP: Ct-Odraeap, 51re+OO la Sla 4+5t
Scale: Vert.=20', HorIz.=20'
�'-I !
AP➢IOIOWFEE ACM% EL
LWO16II 1. MTNLOAOCIAE
INSTALL rm.SERnR.Na7
INSTALL THE SEWER SERVICE I'
MIN TOT HE SOUTH AND THE CAS
V MIN TO THE NORTH !
I I
r1
ENI6WARI O T ID1MINI MI JOE
SHOWN AT 31 TO MINIMIZE THE
O IKRMMZL'IESAUY R1O.0ED
A VARIANCE REQUEST FROM THE
HOA DESIGN REVIEW COMMITTEE
L71
SHMtl'AIG 1 2a IR&EASEMENT
0010108 lrL ASPMRrdHCALE2WM
3.10
MDR ELECTRIC
METRE
IO6LROAA
STARACF
4+00
EC ELECTRIC, TELEPHONE, CABLE
PEDESTALS a CONDUIT SWEEPS
SEAM Al 71
W ILDA/ANASY4M CLLR
AND CLEANOUTS AT EVERY MAJOR
BEND OR 100 LE WIN
INSTLU I'0 OVA COPPER OR
PORECOAE HOPE WATER SERVICE
WITH ID MIN SEPARATION FROM THE.
SEWER SERVICE MD 5 5' MIN COVER
6070
6060
6050
6010
6035
3
f 1
Ofii
1.52
132 Maroon Drive
Lot 26 - Four Mile Ranch Sub.
County of Garfield,
Stale of Colorado
Parcel No: 2185-274-16-026
To GlanIA0Bd Springs
10 SMollght •
Ylclnity Map
1'=4000'
/ \\ \i
3,6YIOO,MWN 11,W1E
WALL NIHCI SLOPE ABOVE
N RILL ORAITVM
UNITS OFOISTUHBMICF lY11-
BILI WS OR W1TIA(EO L161EEL1MO VEE
AND INET PROTECTION INSTALL WITH B'
MIN COVER INSTALL 6I NOMINALRIPRAP
TO FUME OUT 6' WIDE IN 10'
II 60656
10 6064 7'
ON RECORDED PLAT
1161410414114S111./
1
ARITA ! /
INSIALL TEMP EROSION
CONTROL FENCE ALONG
LOWER LIMITS OF
DISTURBANCE
`DIRECTION OF
FLOW IVP.
Poi I Table
Po, a
Rim ONKI=r.
ISIS.
Northing
Eau rN
SW
CL -l+ IMSIOA)
601111'
5250.35
4959 61
501
CL -Dore
6017 IS
525359
43139 58
502
C1-0029
6050 I?
525663
1919.31
503
CL -000e
6050.19
5257.15
1922)6
501
OL -Drive
105312
525907
191916
505
CL-0nre
605812
526271
4999.05
506
CL -Dove
606211'
526635
504)91
507
CL.11o99
6063310
526710
505917
500
CL -Alive
606392
526763
507370
509
CO -0929
606127
526710
5060.22
510
CL-0nre
6061.91'
5261.65
512199
511
CL -Allot
606510
526118
513176
512
00-0nre
606530
5264 19
511G5)
513
CL-0nre
6066.09
526516
5163.12
511
CL-0nre
606652
5261.30
5201.95
515
C0 -Dove
60670.
5260.12
522920
516
CL-0nve
606764
525358
5259.75
HAI! Ann.
.22
J
1
+
/
/
Lot 26
I
2.68± Ac.
ENTEAD THE 4 DRRIA L'A I ! 1MM'I
FIRE AND FCUNCARO. CPAN H530
(SEPARATE PIPE) TO DAYLIGHT A:
I%MIN PPE SLOPE
HO BUILDING ..•••••
SETBACK /
-
SMILE DOWN
24'd601111 M61AAN
BOULDERS M NEMO
TO CATCHNAOE ON
111EMER SEE
rw
A ISN
033▪ 3
, ••—.—I5
/
r 7' MN ASPHALT OVER 6' MIN CLASS 6 AGGREGATE
/ BASE COURSE RIS RECOMMENDED THAT THE
fff CONTRACTOR TO PLACE 4' LIFT AT THE BEGINNING OF
CONSTRUCTION MO THEN REGRADE AND PLACE
MOTHER 3' JUST PRIOR TO PAVING
If MN
W LA 18.9 CMP W7 EMI END
SECONDS NSTRID1111B MIN
EMIR INSYA61 B'0 NOl1M1
ICECAP TO RARE OUT B MOE IN 10'
160654
D60640
LK THE DI CH WITH 6'B •
101961111 ANSI 1.11 RPOAP SCARIFY THE SUBGRACE
EMBEDDED N 6 OF HEAVY CLAY AND RECOMPACT TO 95%
COBBLES ARE NOT ACCEPTABLE STANDARD PROCTOR
OMveway with Sfakllfzed Raadalde [Weighs)
SAA. NIS
0
LEGEND]
EVIERIGOKIWCCID PAYDANT
PROPOSED DISTURBANCEMEVEGETATION (0.45+_ rk
BONING CONTOUR
PROPOSED CONTOUR
PROPERTY LINE
EASEMENT
EMOTING/PROPOSED WATER SERVICE/SHUTOFF/METER
EYISTINGPROPOSED SEWER SERVICE/CLEANOUT
0OSTINGPROPDSED ELECTRIC/TELEPHONE/CABLE
DaSTING/PROPOSE S TELEPHONE/CABLE
UOSAINGPROPOSED GAS
PROPOSED FOUNDATION DRAIN SYSTEM (BY OTHERS)
HEAT TAPE
PROPOSED 6.O PVC STORM PIPE (WATERTIGHT)
PROPOSED 4.0 PERF- UNOERDRNN PIPE
,,,� PROPOSED FLOWURE
Linc/ ®® DOSING/PROPOSED MLITY PEOESTALSA METERS
GENERAL DIRECTION O FLOW
PROPOSED DOWNSPOUT/HAIN CHAN a SPLASH PAN
A MX AMUCK 6016611A% lMUN6A5
NECESSARY AT 25%FOR 10 -FEET MINIMUM IN PAVED
AREAS AND 5% FOR 10 -FEET MINIMUM IN UNPAVED
AREA TO ENSURE PROPER DRAINAGE AWAY FROM THE
FOUNDATION
491
BM
II
10
ME
APPROMMATE HEIGHT OF WALL
BENCHMARK
INVERTIN
INVERT OUT
MATCH EWSTING
IuCiMil EngirwrriMic
• ..514ruryH2X
• 8 OraNAd
t?
7�
P
J
In
opperAvenue
Suite 201
GI4MMNCd Iplinnk, CO 111601
tele: B70.945.5252
lax: 470.9114.2833
Engineer or Surveyor Seal
Client In) carnation:
Palmer Rea.e
c/o Brad ford.° Am8I101Bure
PO Box 103/
Glenwood Spring., CO81602
NORTH
D 10
soa 1 ��- Prt
Know Wham below.
Call before you dig.
Garfield County, Colorado
Lot 26: Four Mile Ranch Subdivision
Driveway and Erosion Control Plan
tl 1
C.
NVNOJECTS2017\17039-Lol 26 Four Mile FdnfiWwg117034-C-Tapo dwg 10232017233 PM
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Point Table
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Revision
By
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4
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Garfield County, Colorado
Lot 26: Four Mile Ranch Subdivision
Enlarged Site, Grading & Drainage Plan
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NIPFOJECTS2017\17034-Lol 26 Four Mile &Inch\Awg\17034-C-Tcwo dwg 10/232017 2 33 PM
of M II 17WPOrRMAW rIAY.
MODAL exOMOS A+ WALT.
1'lIN In*1
1il11LAMA1q ARrr
&MANE (TP)
MON 141111110
MIMIC (MP )
MONEARIN r00 PC MOMS PPE AOROAFEI
MIN ALONG THEINIEMOR BASE OF EACH WALL
CORRUGATED PIPE IS NOT ACCEPTABLE OUTSIDE
EACH WALL EXTEND TO DAYLIGMAT t%MN WITH
A SONO SCADS PJC PIPE ORAN PIPE SYSTEM
NOOSE IMI1' MAL WWI WONGON ALI IPPS
MAD &MALEARM
Kum to I51 srANDW
Iwo ADS' . M rNO MM
CRR/P AA MIWTNRL M
.ID COAL
ILOMIWE 95"X6
W HEACLAY
0 Boulder Landscape Well
Scale NTS
BOA LA DEFiLE 05 CAPE WALL NO TES
I THIS DETML IS TO BE USED CRY FOR RETAINING LANDSCAPED AREAS COMMA
MAMMON HEIGHT OF 4 FEET NINA TOP CATCH SLOPE OF 41. MAK THIS
DETAIL SHALL NOT BE USED TO RETAIN SIBLCTURESNEHICLE LOADED AREAS OR
AREAS REWIRING GREATER MTENRON
t FPEE DRONING WALL BACON. SHWLO BE CAPPED NITHAT LEAST It -INCHES
coNesurmaVeCuri it KOMI SW Ax LW lowl1WOA
1 BOULDERS SHALL BE ANGULAR AND MORE/RECTANGULAR IN SHAPE ROUND
RN& BAA LO EBS AIN NOT ACCEPTABLE
A INSTALL MI&R 140N FILER FABRIC BETWEEN THE FATTED EJICAVATONAND THE
SCREENED ROCK BACIOILL AND 'BURRO() WRAP BENIN THE BOULDERS WITH
EACH ROW DO NOT INSTALL THE FABRIC BETWEEN THE BOULOER FACES
5 WHIM'S/401 10011. WHERE THE TOPSOIL HAS BEEN REMOVED AND
PLL PAMANA PAID RIN SAMFiO roe EWKYIOLI 6RL01OLOE0E0
95% STANDAR 0 PROCTOR
B GM SHOULD RE TAKEN NOT TO OVER COMPACT THE BACMILL CRUSE LARGE
EQUIPMENT NEAR ME WALL
e MLCTAIgrIALESILWWMNTMM LMIAMFRRU1OMI OFFTo%
cowl MRI TETE mecum mum
1 PGCE LARGER BOULDERS AT BOTTOM ANDTRANSOICN TO SMALLER BOULDERS
AT TOP OF WALL UMW NO CIRCUMSTANCES SHOULD ANY BOULDER BE
AL!CEMWICrEAf9lMe MOM ej Wield 1114141T251
NLT FAORICs1APLED
TO POSTS
)190 414011 RIO LAIC
FIRMLY ATTACHED SILT
FENCE FABRIC TO POST
POST.
(2 A 2 NOMINAL)
COMPACTED
COMPILE MOOD SAOI
Rrw {I it . FLOW
ANCHORED INBNOu•
ANCHORED IN 66/6'
TRENCH AND ATTACHED
FIRMLY TO POST
C) Temporary Sediment Control Fence
Sole NTS
SLOPE PEW
14.011511
1
1' NAM
BELOW GRADE WALL
SLOPE
PER
ANNA
P1WIA243CAILD D11*A4ATA
COMPOSITE (wWORaN
6000 OREOIINALENT
COACT EMBREWOTH OF
GRAM. MTH out 156N011
GEMEXIILE FMB NORMA
1401 M EONNNENI)
ATEAOI MASTIC MIMING
AT FOUNDATION WNL
EKAAN APE AN 1)2 II I. LQ
WAYNO06AMEL HSIER0 W WQ
IMMO. TMAO0T1EAIe AT
LEAST 12NEIGHTWOOING FILL
DIME TRENCH MW COWL
NOTES
r MIN ORMYOR II SLOPE
I RNA NITp16ER01NIG
MOWER IS GREATER)
4W PENFORATN RIGID PIPE (SONS WCL. INE PIPE
SHOULD OE PLACED IN A TRENCH MRH A SLOPE OF
05%PAIN (L/IO INCH ORP PER F001) TO OWN
FOMW(O O7 PAD
1 THE BOTTOM 6 WEOIWN SHOULD HE AT LEAST 2 COMES BELOW BOTTOM OF
FOOTING AT MEMO -EST POINT AND SLOPE DOMBAARD TO A POSITME GRAMIY
WRETCH W A SUMP WHERE WATER CORE REMOVED W PUMPING
2 OWYRLG101 TO FOLLOW NWMRATIOMALAECNMWEWAHpe59 TM
CEDE-We/MAL ENGINEER
O. ryp. Foundation Drain
Welty ION We Geeled iI4 FRAN.) Sole NES
LINETQ(81KL SRM ROI
NORTH EROSION GREEN
SRT50 EROSION FABRIC
11
RAAW9IE eMRA SILT OR
CLAY SOLS COMPACTED TO
ID%00M1OLVPIgEtAI
0 Drainage Berm
Seale NTS
STOMA SURFACE R• MIN
ALLJMMSTO BE WATER
MGM, RP
Typical Site Drain and Hoot Drain
Fee Nis
ALLALIBAT Ogg
NO
SEETE WE GRADING, DRAINAGE AND EROSON
CONTROL SHEET FOR SWALE LOCATORS
CAL SWALES MW FLOMINE GRADES
E(CEEDING 6% WITH NORM AMERICAN
GREEN SCI50 EROSION FABRIC
r CrlMPA:FES
ON-SITE SILT OR
CLAY MATERIAL
0 Drainage Swale
Sole. NT5
P� 1
`sok 610.36.4034E111 W
BUILOINGS SHALL BE 151
MIN FOR 10 -FEET
OTHERWSE, SNE SLOPES
SHALL BE 4:1 MW
NOTES
1 ROOF AND AIIEAORMNS SHALL NOT BECOINECODW
WE FOUNDATION MAN SYSTEM
2 ALL DOWNSPOUTS SHALL BE CORWECNO TO ADSN-52-WT
DOME WALL HOPE (WATFABGHI). SOI 40 PVC OR 501135
PVC FUMBLE CORRUGATED PIASIIC IS NOT ACCEPTABLE
3 VaNdrulETAITW4AAYO !GRIM Mkt SEMCIJWO 10
DEFLECT OVER OR AROUND LANDSCAPE WALLS
4 HEAT TAPE SHALL OE INSTALLED W ALL
OdhYrIV0,113,51M4WAT55000
DOWNSPOUT BITING OR F DM/SPOUT IS TOO
IJVNE, !SEA 12 SOME NYLOPIAST WANE DOWN
MATE W/ M NOTE WI M MATE IO MATCH W E
DOWNSPOUT AND SLEEVE WE DOWNSPOUT/FINN
CUMIN AT LEAST6• WTD ME PPE
Al
MIND AT 1% MIN
TO DAYLIGHT
HEATTAPE INSTALLED 47 SM40WC4s.
PNINOIEs MINIUM
()Wad Hoot Drain
yak Las
NOTES:
I GAS SHALL BE INSTALLED WITH AT LEAST 4'
OF SEPARATION BETWEEN OTHER UOLITIES
2 BACKFILL THE TR NM MTH 4• MINUS
ONSITE SELECT MATERIAL COMPACTED TO
95% STANDARD PROCTOR.
6• WIDE MARKER TAPE
r
YR
TRACER
WIRE
Yo
GIB SERVICE LINE
0 Gas/Propane Trench
Scale NTS
NOTES:
1 ELECTRIC S TELEPHONE SHALL BE INSTALLED
PATH AT LEAST A OF SEPARATION BETWEEN
0111ER UOURES
2 OCCIALOCOONOVIS4' MM)S WE
SELECT MATERIAL COMPACTED TO 95%
STANDARD PROCTOR
6• WIDE MAMER TAPE
Ili
W
0• LASSO ALL
CO SCA SD PWC
ELECTRIC CONDUIT
2.O SCH BO PAL
TELEPHONE CONNIE
C) Electric & Telephone Trench
SCM: NiS
NOTES
I WATER SHALL BE INSTALLED WITH AT LEAST
We OF SEPARATION BETWEEN SEWER AND 4'
OF SEPARATION BETWEEN OWER UTLITES
2 BACKFILL T ETR NCH WITH 4• MINUS
ONSITE SELECT MATERIAL COMPACTED TO
95%STANOARDPROCTM.
6• WIDE MARKER TAPE
CLASS B ABC FOR COPPER,
CRUSHER FINES FOR HOPE
WATER SERA E
(MATCH e( SIZE
AND TYPE)
0 Water Service Trench
kale NTS
FSALfOY OM
�wE
RAO THAI
PROTECTION
OS
AREA DRAIN
ENIIEASP
SECTION A•A
B ERN4rM AI Wy
EO
D FLI
PO NTN
POWEA
maw SON
MOO
01BBWI LW
USA 2PoAESIAR51VT A I If3e17 PONT
AI ALL EAOSAD IOU 3:011S.
OEtl A005A USS A BEARD OWNS 21M
AHO CO.11114 10 MTIMu1F
NEWMAN 110101196:4R1,4
I HIGH a- 1)8 emu 105 144INENM3
PLAN VIEW
PLINK AMerSE hEA4-10 TNMI AOyTR
SECTION D -D
0 Temporary Erosion Control Logs
Fee NLS
A
trifs,r rPKBEMA5riLr1rlq
Sur°8
�perAvenue
Sulle 201
GlonwdAO SpoI ., CO 81601
IDIOT 970.945.5252
I ex: 970.384.2833
Engineer or Surveyor Seal
Client Inlormallon:
Palmer Rees
c/o Brad Jordon Architecture
PO Box 1031
SAMNSNN aprAgI, MIRE?
NORTH
a 2
Know what% below
Call before you dig.
Garfield county, Colorado
Lot 26: Four Mile Ranch Subdivision
SAM
C.3