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GRADING, EROSION, AND SE DIMENT CONTROL PLAN
CONTACTS
OWNER :
PUBLI C SE RVICE COMPANY OF COLORADO
1800 LARI MER ST. SUITE 500
DENVER, CO. 80202
CIVIL ENGINE ER
U L TE IG
5575 DTC PARKWAY SUITE 200
GREENWOOD VILLA GE, CO. 80 1 11
CO NSTRUC TION BMP DES IGN ER:
WRIGHT WATER ENGINEERS, INC.
2490 W. 26TH AVENUE
SUITE 100A
DE NVER, CO 80211
--L PROPERTY
BOUNDARY
--
CALL COLORADO
811
OR CAL L U T ILITY NOTIF I CATION
C ENTER OF COLORADO
1-800-922-1987
CALL 3-B USI NESS DAYS IN ADVANCE
BEFORE YOU D IG, GRADE , OR EXCAVATE
FOR THE MARKI NG OF UNDERGROUND
MEMBER UTILITIES
l
CO NTA CT: DON ·SI MPSO N
303-571-7771
CO NTA CT: BEN ELE FRITZ,E.l.T.
72 0-873-576 4 (OFFICE)
CO NTACT : JENNIFER KEYES .
303-480-1700 (OFFICE)
-'!
GARFIEL D CC)UN TY, COLC)RADO
LOCATION MAP
APPROXIMATE
PROJECT
LOCATION
Pa~ c
PROJECT LOCATION: N.W'. 1/4 OF SECT. 6,T7R95W'
OF THE 6TH P.M.
EG1
E1
E2
E3
E4
NORTH
COVER
INITIAL
0 1 ,000 2,000 4,000
SCALE IN FEET
1 ·~2.000·
SHEET INDEX
SHEET
/ INTERIM SITE MAP
FINAL SITE MAP
PERMANENT. D~NAGE DETAI LS
SECTIONS
LEGEND
IXXXXXXXXXXI @ GRAVEL/SEE@
CO NCRETE WASHOUT AR EA
® SWALE AND BERM AND GEO WEB
0
------------------
8 D B
-·PORTABLE TOILET
ROCK SOCK
STABILIZED STAGING AREA
LIMITS OF CONSTRUCTION
LIMITS OF DISTURBANCE
PROPERTY LIN E
AREAS WITH NO SIGNIFICANT
DISTURBANCE
APPROXIMATE LOCATION OF NEW
FOUNDATIONS AND NEW
UNDERGROUND UTILITIES
SWALE AND BERM ~ w SUBSTAT ION SURFACING
SWALE ~ w TRENCH DRAIN
STORM OUTLET PROTECTIO N @ GEOWEB
CHECK DAM
NOTES
1. SOME EX ISTI NG ELECTRIC FEATURES WERE ELI MINATED FOR THE
PVRPOSES OF READABILITY.
2. PROJECT BOUNDARIES, CONSTRUCTION LI MI TS, RUNNING LIN ES,
FOUNDATIONS, AND TRENCHES ARE APPROX IMATE AND MAY BE
MOD IFI ED IN TH E FIELD. BMPS ARE SHOWN AS GRAPHICAL FIGURES
AND DO NOT REPRESENT ACTUAL SIZE OR SHAPE OF BMP .
3. TOTAL PROJECT CONSTRUCTION LIMITS ARE APPROXIMATELY 9.1
ACRES. SOIL DISTURBANCE IS APPROXIMATELY 7 .0 ACRE. WORK WIL L
CONS IST OF INSTALLING NEW FOUNDATIONS AND FAC ILIT IES IN THE
SUBSTATI ON , AND INSTALLING NEW UNDERGROUND UTILITIES, AND
DRAINAGE AND GRADING IMPROVEMENTS.
4 . DOWNGRADIENT BMPS WILL BE INSTALLED PRIOR TO UPGRADIENT
EP.RTHWORK. IN AREAS WHERE TRENCHI NG OCCURS, THE TRENCH MAY
ACT AS A BMP. SPOILS WIL L BE PLACED UNGRADIENT OF THE TRENCH
WHERE FEAS IBLE.
5. BI G REDS® OR EQUIVA LENT MAY BE USED IN PLACE OF ROCK SOCKS
OR SEDIMENT CONTROL LOGS. ALL WORK IS WITHIN PSCO PROPERTY.
6. STAGING AREA (SSA) LOCATION MAY BE MODIFI ED BY THE CONTRACTOR
IN THE FIELD .
7. FINAL STABI LIZ ATION IS REACHED WHEN AL L SOI L DISTURBING
ACTIVIT IES AT THE SITE HAVE BEEN COMPLETED AND UNIFORM
V EGETATIVE COVER HAS BEEN ESTABLISHED WITH A DENSITY OF AT
LEAS T 70% OF PRE-DISTURBANCE LEVELS, OR EQUIVALENT
PERMA N ENT PHYSICAL EROSION REDUCT ION METHODS HAVE BEEN
EMPLOYED. ALL DISTURBED AREAS WITH IN THE ACTIVE SUBSTATI ON
ARE ANT ICIPATED TO BE COVERED IN 6" CLASS 5 ROAD BASE WITH 4"
OF AGGREGATE. DISTURBED AREAS OUTS IDE OF THE ACTIVE
SUBSTATIO N WILL BE ROCKED PER SIT E PLANS.
8. Tl'ANSMISSION WORK ASSOC IATED WI TH THE NEW LINE BETWEEN
PftRACHUTE SUBSTATION AND RIFLE SUBSTATION IS COVERED UNDER
A SEPARATE PERMIT.
9. RECEIVING WATERS: ALLENWATER CREEK AND ITS TRIBUTARIES.
~~~~~~~~~~~~~~~~~~~~~~~~::=~~~~~~~~~~~~~~~~~~~~~
N I DATE JOB NO . REVISION S COMMENTS
~ DESIGN JK PARACHUTE SUBSTATION PROJECT 151-102.010
~ WRIGHT WATER ENGi N EERS, I NC. IJ-"D::..'ET.':"AIL:__ __ __:J'.::KG::.+----=----11------------------------1 REVISION NO.
NO. BY DATE DESCRIPTIO N
• ~
2
0
0
lo\ JK 01/20/16 ISSUED FOR REVIEW BY GARFIELD COUNTY
2490 w. 26TH AVE. SUITE lOOA CHECK
DENVER, co 80211 APPROVAL
(303)480-1700 FAX(303)480-1020 SCALE
1 -EG-1-COVER SHEET.dwg
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IN VERT=5163 65
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NORTH
PLAN SCALE
LEGEND
CONCRETE WASHOUT AREA
SWALE AND BERM AND GEOWEB
0
It t t tXXS:SX:tJ\ @
: .. -·. ' -.
------------------
PORTABLE TOILET
ROCK SOCK
STABILIZED STAGING AREA
LIM ITS OF CONSTRUCTION
LIM ITS OF DISTURBANCE
PROPERTY LINE
AREAS WITH NO S IGNIFICANT
DISTURBANCE
B D B
APPROXIMATE LOCATION OF NEW
FOUNDATIONS AND NEW
UNDERGROUND UTILITIES
~ SWALE AND BERM w ~ SUBSTATION SURFA CING \2JY
@ SWALE w Q\ TRENCH DRA IN w 610 STORM OUTLET PROTECTION @ GEOWEB
~ CH ECK DAM
NOTES
1. SOME EXIST ING ELECTRIC FEATURES WE RE ELIMINAT ED FOR THE
PURPOS ES OF READABILITY.
2 . PROJECT BOUNDAR IES , CONSTRUCT ION LIMIT S , RUNN ING LI NES,
FOUNDATIONS, AND TRENCHES ARE APPROXIMATE ANO MAY BE
MODIFIED IN THE FIELD. B MPS ARE SHOWN AS GRAPH ICA L FIG URES
AND DO NOT REPRESENT ACTUAL SI ZE OR SHAPE OF BMP .
3. TOTAL PROJECT CON STRUC TI ON LIM ITS ARE APPROXIM ATELY 9. 1
ACRES. SO IL DISTURBANCE IS APPR OXIMATELY 7 .0 ACRE . WORK WILL
CONSIST OF INSTALLING NEW FOUNDATIONS AND FACI LI TI ES IN THE
SUBS TATION, AND INSTALLING NEW UNDER GROUND UTILI TIES , AN D
DRAINAGE AND GRADIN G IM PR OV EMENTS .
4. DOWNGRA DIE NT BM P S WILL BE INSTA L LE D P RIOR TO UP GRADIEN T
EARTHWORK . IN AREAS WHER E TRENCHING OCCURS, THE TRENCH MAY
ACT AS A BMP. SPOILS WIL L BE PLAC ED UNGRADI ENT OF THE TRENCH
WHERE FEASIBL E.
5. BI G REDS® OR EQUIVALENT MAY BE USED IN PLACE OF ROCK SOCKS
OR SEDIMENT CONTROL LOGS. AL L WOR K IS WITHIN PS CO PR OPER TY.
6 . STAG ING AREA (SSA) LOCATION MAY BE MODIF IED BY TH E CONTRACTOR
IN THE FI ELD .
7 . FINA L STABILIZAT ION IS REACHED WH EN AL L SOIL DISTURB ING
AC TIVITIES AT THE SITE HAVE BEEN COMP L ETED AND UNIFORM
VEGETATIV E COVER HAS BEEN ESTABLISHED WITH A DENSITY OF AT
LEAST 703 OF PRE-DISTURBANC E LEVELS, OR EQUIVALENT
PERMANENT PHYSICAL EROSION REDU CTION METHODS HAVE B EE N
EMPLOYED. ALL DISTU RBED AREAS WITHI N THE ACTIVE SUBSTATION
ARE ANT ICIPATED TO BE COVER ED IN 6" CLASS 5 ROAD BASE WITH 4 "
OF AGGRE GATE. DISTURBED AREAS OUTS IDE OF TH E ACTI VE
SUB STAT ION WI LL BE ROCKED PER SITE PLANS.
8 . TRANSM ISSION WORK ASSOCIATED WITH THE NEW LIN E BETW EEN
PARACHUTE SUBSTATION AND RIFLE SUBSTATION IS COVERED UNDER
A SEPARATE PERMIT.
9 . RECEIVING WATERS : ALLENWATER CREEK AND ITS TRIBUTARI ES.
100
VOLUMES
CUT ~ 8 ,744 CUB IC FEET
FILL ~ 751 CUBIC FEET
INITIAL I INTERIM SITE MAP
0
SHEET NO.
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NOTE: DRAINAGE AND GRADING DEVELOPED BY ULTE IG. WWE DESIGN ON TEMPORARY CONSTRUCTION BMPs.
WRIGHT WATER ENGINEERS, INC.
2490 W . 2 6TH AVE. SUITE 100A
D ENVER , CO 80211
(3 03)480-1 700 FAX (303)480-1020
NO.
lo\
BY
JK
REVISIONS
DATE DESCRIPTION
01/20/16 ISSUED FOR REVIEW BY GARFIELD COUNTY
---------
~
<
CO MMENTS
.
---------l
" . -.· . """"--
~ -\ \
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50 25
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0 25 50
SCALE IN ~ET
;A
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100
LEGEND
lXXXXXXXXXX! @
0
------------------
B 0 B
GRAVE L/S EE~
CONCRETE WASHOUT AREA
SWALE AND BERM AND GEO WEB
PORTABLE TOILET
ROCK SOCK
STABILIZED STAG ING AREA
LI MITS OF CONSTRUCTION
LIM IT S OF DISTURBANCE
PROPERlY LINE
AREAS WITH NO SIGNIFICANT
DISTURBANCE
APPROX IMATE LOCAT ION OF NEW
FOUNDATIONS AND NEW
UNDERGROUND UT ILITIES
@ SWALE AND BERM ~ SUBSTATION SURFACING
@ SWALE @ TRENCH DRAIN
@ STORM OUTLET PROTECTION @ GEO WEB
@ CHECK DAM
NOTES
1. SOME EXISTING ELECTR IC FEATURES WERE ELIMINATED FOR THE
PURPOSES OF READABILllY .
2 . PROJEC T BOUNDARIES. CONSTRUCT ION LIMITS, RUNNING LINES,
FOUNDATIONS, AND TRENCHES ARE APPROXIMATE AND MAY BE
MODIFIED IN THE FIELD. BMPS ARE SHOWN AS GRAPHICAL FIGURES
AND DO NOT REPRESENT ACT:UAL SIZE OR SHAPE OF BMP.
3. TOTAL PROJECT CONSTRUCTION LI MITS ARE APPROXIMATELY 9.1
ACRES. SOIL DISTURBANCE IS APPROX IM ATELY 7.0 ACRE . WORK WILL
CONS IST OF INSTALLING NEW FOUNDATIONS AND FACILITIES IN THE
SUBSTATION, AND INSTALLING NEW UNDERGROUND UTILITIES, AND
DRAINAGE AND GRAD ING IMPROVEMENTS.
4. DOWNGRADIENT BMPS WILL BE INSTALLED PRIOR TO UPGRADIENT
EARTHWORK. IN AREAS WHERE TRENCHING OCCURS, THE TRENCH MAY
ACT AS A BMP. SPOILS WILL BE PLACED UNGRADIENT OF THE TRENCH
WHERE FEASIBLE.
5. B IG REDS® OR EQUIVALEN T MAY BE USED IN PLACE OF ROCK SOCKS
OR SEDIMENT CONTROL LOGS. ALL WORK IS WITHIN PSCO PRO PERlY.
6. STAGING AREA (SSA) LOCATION MAY BE MOD IF IED BY THE CONTRACTOR
IN THE FIELD.
7.
8 .
9.
FINAL STABILIZATION IS REACHED WHEN ALL SOIL DISTURB ING
ACTIVITIES AT THE SITE HAVE BEEN COMPLET ED AND UNIFORM
VEGETAT IVE COVER HAS BEEN ESTABLISHED WITH A DENSllY OF AT
LEAST 70% OF PRE-D IST URBANCE LEVELS, OR EQUIVALENT
PERMANENT PHYSICAL EROS ION REDUCTION METHODS HAVE BEEN
EMPLOYED. ALL DISTURBED AREAS WITHIN THE ACTIVE SUBSTATION
ARE ANTICIPATED TO BE COVERED IN 6" CLASS 5 ROAD BASE WITH 4"
OF AGGREGATE. DISTURBED AREAS OUTSIDE OF THE ACTIVE
SUBSTATION WILL BE ROCKED PER SITE PLANS.
TRANSMISS ION WORK ASSOCIATED WITH THE NEW LINE BETWEEN
PARACHUTE SUBS TATION AND RIFLE SUBSTATION IS COVERED UNDER
A SEPARATE PERMIT.
RECEIVING WATERS: ALLENWATER CREEK AND ITS TRIBU TARIES.
VOLUMES
CUT 8 ,744 CUBIC FEET
FILL 751 CUBIC FEET
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COMMON FILL
EXISTI NG FENCE
LOW POINT IN
SWALE/GROUND
SURFACE
TOPSOI L Sl1RIPP1NG
SWALE AND
BERM TYPICAL
GEO\\/EB REINFORCEMEl<IT FIL LED
WITH <I' OF 1~~HE D ROCK,
SEE OETAL ( F \ w
TOYAROIEX ISTI NG GROUND
~TTOSCALE
SUBSTATION SURFACING
SEE DETAIL
SUBSTATION
s
11°:
r 4'.o"
I
i-'-+I 4
::-11
fD\ SWALE TYP ICAL
\jV SECTION D
NOTTO SCALE
~ ti ?a 12' RIPRAP URl!AN DRAIN AND
"--FLOOD CONTROL DISTR ICT
(UDF CD) TYPE VL-l d50 e.9
r "'4
I
"-<
STORM OULET PROTECT IO N DETAIL
~JACeNT
GROUND
SURFACE
NOTTO SCALE
l----+-1 '-c
APPROX. 6 INCHES
ROCK CHECK DAM
CROSS -SECT ION
ROCK CHECK DAM
PROFIL E
(K\ CHECK DAM DETAIL QIY NOTTOSCALE
31NCHQ.EAR
STONE, NO FIN ES
OR SANO
/
G
_J
EXISTING l\lllTATIO N
FIN14HED GRADE
1-112" MINUS
4" A~GATESURFACE
5' COOT CLASS 6 RO~ BASE
12" PREPARED SUB
fE\ SUBSTAT IOIN SURFACING Q]9 NOTTO SCALE
4'
TOP OF SUBSTATION
FINISH GRADE
GEOWEB RE l l'IFORCEMENT Fill.ED
WITH 4" OF 1)i" CRUSHED ROOK.
SEE OlaTAIL LI::J
\CV
CLEAN, CRUSHED ROCK
(40% VO IDS ) WR/IS' CRUSHED ROCK
IN FILTER FABRIC
TYPICAL TRENCH DRAIN
NOTTO SCALE
GEOWEB REINFORCEMENT
9" DRAIN TILE
BACK SLOPE AS REQUIRED
FOR ST ABILITY ,SHORING MAY
BE NECESSARY
1.GEOWEB SHALL BE NSTALLEO NMEDIATELY PRIOR TO FINISH ROCK INSTAUATION.
2.INSTALL GEOWEB GN30V-4 PER MANUFACTURER'S SPECIFICATIONS ANO
RECOMMENDATIONS.
3.REFER TO PRESTO iEOSYSlEMS, AFPLETON , WI 54912,
PHONE t-B00-64&-$42<
WEB Sl1E WWW.PRES'OGEO.COM, EMAIL:
INFOCllPRESTOGE0 .!»111
PRE-EXCAVATION PROCEDURE
1. CAUTION: THERE WAV BE UNOERGROUNO UTIU11ESIOBSTRUCTIONS IN THI S AREA.
THE UNCERGROUNO ITIUTIES SHOWN ON THE PROVIDED ELECTRICAL REFERENCE
DRAWll'IGS S1W.L NO: BE ASS\JlllEO OOllf'l.ETE OR ACCURATE. CONSTRUCTION SHALL
LOCATE AND CLEAAL f lllARKTHE LOCATION PRIOR TO Ni'f EXCAVATION ACTIVITY.
811 SHAU. 86 CALLED FOR EVERY EXCAVATION PROJECT AT LEAST THREE (3)
BUSINESS DAYS PR!Ol TO EXCAVATION WORK
2.FOR UNOERGROVNI UTILITY LOCATES I NSICE TH E SUBSTATIOl'I FENCE. REQUEST
LOCATES FROM SYBT:MS TESTING DEPARTMENT V1A EMAL AT
LDC-TEST·CREW.t!OTFICATION@XClllntrgy.com, AT LEAST TEN (10) BUS INESS
DAYS PRIOR TO EXCNATION WORK .
3. SEE REFERENCE L'IAWINGS GA· 0209-001 .001S01 ,00NOUIT-020G-004.00380t AND
GROUN Df.IG -IJ20&.01 .002S01 FOR KNOWN UNDERGROUf'ID UTIUTI ES.
4. REFER TO CONITIUCTION SPECIFICATION SECTION 1010 ANO THE PROJECT MANUAL
FOR ADDITIONAL LOQTE INFORMATION.
5-DRAWi ~ SHALL IOT BE RELIED O~ M THE SOLE SOURCE OF ll'IFORMATION
REGARDING UNDERGOUND UTLITES.
NONWOVEN GEOTEXTILE
US20SNWOR EQUAL \ FINISHED GRADE PER PLAN
NATIVE SUBGRA!lE
EXTENSION ARM V CORNER
CORNER CLAM
CORNER POST
.IF\ GEOWEB DETAIL
hrn1 .3 ~ NOTTOSCALE
6 STRANDS Of BARBED WIRE
TOP RAIL
OWN LINK FABRIC
't"ENSION SANO
%"TRUSSROO
(ADJUSTABLE)
TENSION WIRE
4' DEEP 1-112" CRUSHED ROCK
CONTAINED IN GEOWEB GW30V-"
NSION ARM 'V' TAN GENT
ABRJCTIES
LINE POST
TE NSION W IRE
FINISHEO GRADE
(TO"OF ROCK)
ROUGH GRADE
TYPICAL CORNER , END OR LINE POST DETAIL
. .
. .
12"
MIN .
ROWNFOUNDATIONTOP
lt-ISHED GRADE
[TOP OF R OCK)
OUGH GRADE
NOTTO SCALE
. -. . . .
;,, \-;-~:· . .-j;·:: ~·.
.. . .
-·
.-
,,.
MIN.
ST
ROWN FOUNDAT!ON TOP
h+.~?:--FINISHEOGRADE (TOP Of ROCK ) ... . . . . ....
·;· ··-~·:::;~~·-:·.:
.• ...
. .
-.
. ,: .
OUGHGRADE
LINE POST FOUNDATION
NOTTO SCALE DRIVE GATE, CORNER
& END POST FOUNDATION
NOTTO SCALE
NOTE : PERMANENT DRAINAGE DETAILS SHOWN . SEE TAB 6
THE STORMWATER MANAGEMENT PLAN FOR CONSTRUC TION
MANAGEMENT PRACTICE DETAILS.
OF
BEST
LINE POST
:~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
0 CO MMENTS DA TE JO B NO .
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WRIGHT WATER ENGINEERS, INC.
2490 W. 26TH AVE. SUITE 100A
DENVER, CO 80211
(303)480-1700 FAX(303)480-1020
NO.
lo\
REVISIONS
BY DATE DES CRIP TI ON
JK 01/20/16 ISSUED FOR REVIEW BY GARFIELD COUNTY
DE SIG N JK PARACHUTE SUBSTATION PROJECT 151-102.010
DETAIL JKG REVISION NO.
CHECK 0
.
'
APPROVAL PERMANENT DRAINAGE DETAILS SCALE AS NOTED SH EET NO.
2-E-2.dwg E3
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PROPERTY
BOUNDARY
DR IVE PATH
5170 ~----------------
5160 ~----------------
2%
PROPOSED
FENCE
----------~-----~5190
EXISTING GROUND
-------------------! 5180
3' TRENCH DRAIN FENCE
-----;f---P-R_O_P_E,,-RTY::-------------1 517 0
BOUNDARY
5150 L-------------------------_:_-------------------------------------------=::::::!:::::::::. _______________________ J 5150
SECTION A
HORIZONTAL SC ALE : 1" = 50'-0"
VERTICAL SCALE: 1" = 10'-0"
5200 r----~--:------------------------------------------------------------------------------------~
EXISTING FEN CE 5200
---TO REMAIN 1--------""=,-----~_.,o=:::::c__
EXISTING FENCE
5190 f----------------,il~~.------------TO BE REMOVED
PROPERTY
BOUNDARY
CUT
5170 !------------------
5160 ~----------------
2%
PROPOSED
FENCE
EXISTING GROUND
3' TRE NCH DRA1N
------------------! 5190
----------------~ 5180
EXISTING
FENCE
-----;f-----------------1 5170
PROPERTY
BOUNDARY
5150 ~----------------------------------------------------------------..::::::!:::::'.:.._ ____________________ __j 5150
SECTIO N B
HORIZONTAL SCAL E: 1" = 50'-0"
VERTICAL SCALE : 1" = 10'-0"
5200 .----------------------------------------------------------------------------------------------~ I 5200
~EXISTING FENCE
1------------o_,......""""::::__~ __ .:_TO::.REMAIN -
~---...~-~-/\ • EXISTING FENCE
5190 1-----------=Y-;,_.<l.<>.,.~-----------TOBE R=E=M=O~VE=D~--
/ \ ./\
, ---------+------r ~~!'"1---L~-FENCE I ~-\ ~PROPOSED
5180 r-------
/ CUT _J ~ ~ .-2 %
I /-~/ -· ~ ~R IVE PATH
5170 ~----'-' -)-+-------;-+---
PROPERTY
BOUNDARY / I I "'-t
I I I \
~J
NOT E: DRA INAGE AND GRADING DEVELOPED BY ULTEIG. WWE DESIGN ON TEMPORARY CONSTRUCTION BMPs.
REVISIONS
NO . BY DATE DESCRIPTION
EXISTING GROUND
3' TRENCH DRAIN
SECTIO N A
HOFIZONTAL SCAL E: 1· = 50'--0"
VEFTICAL SCALE: 1" = 10'-0"
COMMENTS
--......
'
-
J \ ,,
\YE\
\ 113) -
f'\ -
------------------15190
----rE"'x""1s"°'T""1N""'G;------------I 5180
I FENCE
I ---t /~--P-R-O""P"'"ER""TY,,.,..-------------1 5170
~BOUNDARY 1
5160
DESIGN JK PARACHUTE SUBSTATION PROJECT JOB NO.
15 1-102.010
WRIGHT WATER ENGINEERS, INC.
2490W. 26TH AVE. SUITE 100A
DENVER, CO 80211
lo\ JK 01/20/16 ISSUED FOR REVIEW BY GARF IE LD COUNTY DETAIL JKG 'CJ-~~----__.'."~--_'f--------------------------------IREVISION NO.
CHECK o
APPROVAL
SCALE AS NOTEO SECTIONS SHEET NO . (303)480-1700 FAX(303)480-1020 0
0 £--------------------------------------------------------------__.:_---=:.._~'-_·-"~ ______ !.__ __________________ ..!._~E4~