HomeMy WebLinkAboutWheat Ridge Ward Station SUP Site Plan ApprovalWHEAT RIDGE WARD STATION SPECIAL USE PERMIT SITE PLAN APPROVAL
SITUATED IN THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, JEFFERSON COUNTY, STATE OF COLORADO
LEGAL DESCRIPTION:
KNOW ALL MEN BY THESE PRESENTS THAT THE REGIONAL TRANSPORTATION DISTRICT,
A POLITICAL SUBDIVISION OF THE STATE OF COLORADO, HAS LAID OUT AND SUBDIVIDED
INTO BLOCKS AND LOTS, AS SHOWN ON THIS MAP, DESCRIBED AS FOLLOWS:
A TRACT OF LAND DESCRIBED AT RECEPTION NO. 2012135810 EXHIBIT "B" RECORDED
DECEMBER 17, 2012, THE TRACT OF LAND DESCRIBED AT RECEPTION NO. 2012110197
RECORDED OCTOBER 15, 2012, A PORTION OF A TRACT OF LAND DESCRIBED AT
RECEPTION NO. F1105689 RECORDED AUGUST 28, 2000, A PORTION OF A TRACT OF LAND
DESCRIBED AT RECEPTION NO. F1105693 RECORDED AUGUST 28, 2000, THE TRACT OF
LAND DESCRIBED IN RECEPTION NO. 2014010427 RECORDED ON JANUARY 07, 2014, AND A
PORTION OF THE URBAN STREET RIGHT-OF-WAY VACATED BY ORDINANCE 769-1988, ALL
IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE, LOCATED IN THE NORTH
HALF OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69
WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, JEFFERSON COUNTY,
COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 17 (A FOUND 3J/V
BRASS CAP IN RANGE BOX STAMPED "CITY OF WHEAT RIDGE LS 13212 T3S R69W S17 S16
1984"), WHENCE THE CENTER QUARTER CORNER OF SAID SECTION 17 (A FOUND 2"
ALUMINUM CAP STAMPED 73S R69W C 1/4 S17 1998 LS 27609") BEARS S89°11'13"W A
DISTANCE OF 2646.95 FEET (BASED ON MODIFIED STATE PLANE COORDINATE SYSTEM,
COLORADO CENTRAL ZONE);
THENCE S87°33'50"W A DISTANCE OF 1059.22 FEET TO THE NORTHEAST CORNER OF SAID
TRACT OF LAND DESCRIBED AT RECEPTION NO. F1105689 AND THE POINT OF BEGINNING;
THENCE S00°17'56"E COINCIDENT WITH THE EASTERLY LINE OF SAID TRACT OF LAND
DESCRIBED AT RECEPTION NO. F1105689 A DISTANCE OF 759.48 FEET;
THENCE THE FOLLOWING THREE (3) COURSES COINCIDENT WITH THE NORTHERLY AND
EASTERLY LINES OF SAID TRACT OF LAND DESCRIBED AT RECEPTION NO. 2012135810:
1) N89°41'02"E A DISTANCE OF 86.44 FEET:
2) N84`1 T30"E A DISTANCE OF 70.18 FEET;
3) S00°19'53"E COINCIDENT WITH THE EASTERLY LINE OF SAID TRACT OF LAND
DESCRIBED AT RECEPTION NO. 2012135810 A DISTANCE OF 166.41 FEET WHENCE
SAID EAST QUARTER CORNER BEARS N42°57'26"E A DISTANCE OF 1316.41 FEET;
THENCE S72"41'51"W COINCIDENT WITH THE NORTHERLY LINE OF THE BURLINGTON
NORTHERN SANTA FE RAILWAY RIGHT-OF-WAY A DISTANCE OF 709.55 FEET;
THENCE N00°17'56"W COINCIDENT WITH THE EASTERLY LINE OF LOT 18, STANDLEY
HEIGHTS RECORDED FEBRUARY 13, 1907 IN SAID CLERK AND RECORDER'S OFFICE A
DISTANCE OF 151.39 FEET TO THE SOUTHERLY LINE OF SAID TRACT OF LAND
DESCRIBED AT RECEPTION NO. 2014010427;
THENCE THE FOLLOWING TWO (2) COURSES COINCIDENT WITH THE SOUTHERLY AND
WESTERLY LINES OF SAID TRACT OF LAND DESCRIBED AT RECEPTION NO.
2014010427:
1) 888°44'40"W A DISTANCE OF 25.00 FEET;
2) N00°1 7 -56-W A DISTANCE OF 68.02 FEET;
THENCE ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF
12°30'50", A RADIUS OF 189.00 FEET, A CHORD BEARING OF N10°48'3T'W A DISTANCE
OF 41.20 FEET, AND AN ARC DISTANCE OF 41.28 FEET;
THENCE ALONG THE ARC OF A CURVE TO THE LEFT, TANGENT WITH THE LAST
DESCRIBED CURVE, HAVING A CENTRAL ANGLE OF 46"47'14", A RADIUS OF 16.00
FEET, A CHORD BEARING OF N27°56'49"W A DISTANCE OF 12.71 FEET, AND AN ARC
DISTANCE OF 13.07 FEET TO THE SOUTHERLY LINE OF THE 50TH AVENUE
RIGHT-OF-WAY;
THENCE N88°44'40"E, COINCIDENT WITH SAID SOUTHERLY LINE, NON -TANGENT WITH
THE LAST DESCRIBED CURVE A DISTANCE OF 38.42 FEET;
THENCE N00"17'56"W COINCIDENT WITH THE WESTERLY LINE OF SAID TRACT OF LAND
DESCRIBED AT RECEPTION NO. F1105689 AND THE WESTERLY LINE OF SAID TRACT
OF LAND DESCRIBED AT RECEPTION NO. 2012110197 A DISTANCE OF 432.58 FEET;
THENCE N89°40'58"E A DISTANCE OF 447.14 FEET;
THENCE N00"17'56"W COINCIDENT WITH A LINE 75.00 FEET WESTERLY OF AND
PARALLEL WITH THE EASTERLY LINE OF SAID TRACT OF LAND DESCRIBED AT
RECEPTION NO. F1105689 A DISTANCE OF 421.95 FEET;
THENCE N89'1 1'13'E COINCIDENT WITH THE SOUTHERLY LINE OF THE 52ND AVENUE
RIGHT-OF-WAY A DISTANCE OF 75.00 FEET TO THE POINT OF BEGINNING.
CONTAINING 389,845 SQUARE FEET, (8.950 ACRES), MORE OR LESS.
NOTES:
1) FENCING SHALL BE CONSISTENT WITH SECTION 26-603 OF
THE WHEAT RIDGE ZONING AND DEVELOPMENT CODE.
2) LANDSCAPING SHALL BE CONSISTENT WITH SECTION
26-502 OF THE WHEAT RIDGE ZONING AND DEVELOPMENT
CODE.
3) PARKING SHALL BE CONSISTENT WITH SECTION 26-501 OF
THE WHEAT RIDGE ZONING AND DEVELOPMENT CODE.
4) SITE AND BUILDING LIGHTING SHALL BE CONSISTENT WITH
SECTION 26-503 OF WHEAT RIDGE ZONING AND
DEVELOPMENT CODE.
5) SIGNAGE SHALL BE CONSISTENT WITH ARTICLE VII OF THE
WHEAT RIDGE ZONING AND DEVELOPMENT CODE.
SHEETINDEX
01 COVER SHEET
02 OVERALL SITE PLAN
03 SITE PLAN SHEET
04 STATION ELEVATION
05 STATION SECTION
06 FINISHED SCHEDULE
07 DRIVER RELIEF STATION ELEVATION
08 TICKET KIOSK ELEVATIONS
09 SIGNING AND STRIPING PLAN
10 RIDGE ROAD SIGNING & STRIPING PLAN
11 TAFT COURT SIGNING & STRIPING PLAN
12 SIGNING & STRIPING DETAILS
13 SIGNING & STRIPING DETAILS
14 LANDSCAPE PLANT LEGEND & NOTES
15 LANDSCAPE PLAN 1
16 LANDSCAPE PLAN 2
17 LIGHTING & PHOTOMETRIC PLAN SHEET 1
18 LIGHTING & PHOTOMETRIC PLAN SHEET 2
19 LIGHTING DETAILS, SCHEDULES & CUTSHEETS 1
20 LIGHTING DETAILS, SCHEDULES & CUTSHEETS 2
21 LIGHTING DETAILS, SCHEDULES & CUTSHEETS 3
22 LIGHTING DETAILS, SCHEDULES & CUTSHEETS 4
SUP -14-02
WA -14-05
MS -14-02
STATISTICAL DATA:
CITE.
LOT AREA (4 LOTS): 259,331 SQ FT (5.953 ACRES)
TRACT AREA (2 TRACTS): 9,606 SQ FT (0.221 ACRES)
DEDICATED RIGHT-OF-WAY: 120,908 SQ FT (2.776 ACRES)
TOTAL AREA OF PROPERTY: 389,845 SQ FT (8.95 ACRES)
HARDSCAPED AREAS: 259,182 SQ FT (5.95 ACRES) (66%)
LANDSCAPE AREAS: 130,680 SQ FT (3.00 ACRES) (34%)
NUMBER OF BUILDINGS: 1
BUILDING COVERAGE: 384 SQ. FT.
PRESENT ZONING CLASSIFICATION: I & PID
PARKIN(,•
PARKING SPACES REQUIRED BY RTD: 290
PARKING LOT PARKING SPACES PROVIDED: 288
ON -STREET PARKING SPACES PROVIDED: 60
HANDICAP SPACES REQUIRED AND PROVIDED: 7
BUS BAYS REQUIRED AND PROVIDED: 8
VICINITY MAP
SCALE: 1"= 500'
PROJECT CONTACTS:
RTD - FASTRACKS DENVER TRANSIT CONSTRUCTORS
1560 BROADWAY, SUITE 700 1670 BROADWAY, SUITE 3400
DENVER, CO 80202 DENVER, CO 80202
CONTACT: KEVIN CUSTY CONTACT: DENNIS MCGRATH
(303) 299-6993 (720) 612-9469
CALL UTILITY NOTIFICATION
CALL UTILITY NOTIFICATION
CALL UTILITY NOTIFICATION
BNSF RAILROAD
CITY OF WHEAT RIDGE
CENTER OF COLORADO
UNION PACIFIC RAILROAD
BURLINGTON NORTHERN/
SHEET NUMBER:
SANTA FE RAILROAD
1331 STREET
7500 WEST 29TH AVENUE
1-800-922-1987 or 811
1-800-336-9193
1-800-533-2891
DENVER,
DENVEER, 80202
2ND FLOOR
PARTNERS
CONTACT:: JACK MOY
WHEAT RIDGE, CO 60033
CALL 3 -BUSINESS DAYS (NOT INCLUDING INITIAL
II'S bellow. DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG,
CALL 3 -BUSINESS DAYS (NOT INCLUDING INITIAL
DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG,
CALL 3 -BUSINESS DAYS (NOT INCLUDING INITIAL
DAV OF CONTACT) IN ADVANCE BEFORE YOU DIG,
(303) 480-6584
CONTACT: MARK WESTBERG
GRADE, OR EXCAVATE FOR THE MARKING OF
before OU dig. UNDERGROUND MEMBER UTILITIES.
GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
GRADE, OR EXCAVATE FOR THE MARKING OF
UNDER .R0JND MEMBER UTILITIES.
(303) 235-2863
VALLEY WATER DISTRICT
12101 WEST 52ND AVENUE
WHEAT RIDGE, CO 80033
CONTACT: KATHLEEN KADNUCK
(303)424-9661
4990 MILLER STREET
WHEAT RIDGE, CO 80033
CONTACT: GARY CHARBONNIER
(303)424-5476
STATEMENT OF PROPOSED DEVELOPMENT:
EAGLE P-3 (WARD ROAD STATION) IS BEING DEVELOPED AS PART OF
THE RTD FASTRACKS PROJECT. PROPOSING THE CONSTRUCTION
OF A NEW COMMUTER RAILWAY STATION NEAR THE INTERSECTION
OF WARD ROAD (SH -72) AND RIDGE ROAD (FKA W. 50TH PLACE). THE
PROJECT WILL INVOLVE THE CONSTRUCTION OF A STATION
PLATFORM, A PLAZA AREA, A PARKING AREA, A PARKING LOT, BUS
LOOP AND TWO (2) PUBLIC ROADWAYS (RIDGE ROAD AND TAFT
COURT) TO ACCESS THE SITE. THE PROJECT CAN BE ACCESSED BY
PEDESTRIANS, BIKES, CARES, BUSES AND THE COMMUTER TRAIN.
THE SITE IS DESIGNED TO ACCOMMODATE EACH MODE OF
TRANSPORTATION. ADA ACCESS IS PROVIDED TO ALL FEATURES ON
THE SITE.
REQUIRED VARIANCES ARE BEING REQUESTED TO MAINTAIN LIGHT
SECURITY AND TO CONFORM TO ALL OF RTD PARK -N -RIDE
FACILITIES
-PARKING LOT POLE LIGHTING TO BE 25' TALL
-PEDESTRIAN POLE LIGHTING TO BE 12' TALL
THE DEVELOPMENT REGULATIONS WILL FOLLOW THE MIXED USE -
COMMERCIAL TOD (MUC TOD) REGULATIONS IN THE ZONING AND
DEVELOPMENT CODE.
BENCHMARK:
REFER TO EAGLE P3 PROJECT SURVEY CONTROL AND
MONUMENTATION PLAN FOR ADDITIONAL CONTROL POINT
DESCRIPTIONS AND LOCATION INFORMATION.
RTD FASTRACKS CONTROL POINT NUMBER 106, NEAR THE
INTERSECTION OF WEST 64TH DRIVE AND WARD ROAD,
A 3 1/4" BRASS CAP ON #6 REGAR 30' LONG,
ELEV = 5525.61', NAVD 1988. (PLS -24942)
SURVEYOR'S CERTIFICATE:
I, A REGISTERED
PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO DO HEREBY
STATE THAT THE SURVEY REPRESENTED BY THIS MAP WAS PERFORMED
UPON THE GROUND UNDER MY SUPERVISION. THAT THIS SURVEY COMPLIES
WITH APPLICABLE LAWS RELATING TO THE PRACTICE OF LAND SURVEYING IN
THE STATE OF COLORADO, AND THAT, TO THE BEST OF MY KNOWLEDGE AND
BELIEF, THE SECTION AND QUARTER SECTION CORNER VALUES ARE TRUE
AND CORRECT AS REPRESENTED HEREON.
FOR AND ON BEHALF OF THE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON,
STATE OF COLORADO.
BY
FLUOR/HDR GLOBAL DESIGN GROUP
1670 BROADWAY, SUITE 3400
DENVER, CO 80202
CONTACT: JASON BUECHLER
(303)837-2615
(KEN CARLSON)
UNION PACIFIC RAILROAD
1400 DOUGLAS STREET, STOP 1690
OMAHA, NE 68179
CONTACT: KYLAN CRAWFORD
(402)544-8581
ARVADA FIRE DISTRICT
7903 ALLISON WAY
ARVADA, CO 80005
CONTACT: KEVIN FERRY
(303)424-3012
PLS
—flik
DESIGNED BY: JAB DATE: CHECKED BY: DATE
DRAwNBY: JAB DATE: APPROVED BY: DATE
■
FLUOR ®HDR
GOLD LINE
WARD ROAD STATION
COVER SHEET
SHEET
REFERENCE
NUMBER:
SDS -501
WHEAT RIDGE
1 IDCN-FHDR-00722, SHEET ADDED JAB PENDING DCN
AIIIE711"°°°`°"'°"`°""""""
SHEET NUMBER:
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WHEAT RIDGE WARD STATION SPECIAL USE PERMIT SITE PLAN APPROVAL
SITUATED IN THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, JEFFERSON COUNTY, STATE OF COLORADO
Z O l i
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^-� -�fi'1 4q♦ r _- ! -_ �_'�`����C
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PROPERTY LINE (TYP)
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BUS LOOP WITH �\
BUS BAYS (TYP) T
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PROPERTY
LINES
I'I
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BIKE LOCKERS — - — — —
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QUALITY I =
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F- RTD STD SIG I _ _ I' I 11111111 t I
— WARD ROAD STATION
PLATFORM & PLAZA.
SEE ARCH PLANS
— -
DESIGNED BY: JAB DATE: CHECKED BY: DATE:
DRAWNBY. JAB DATE: APPROVED BY: DATE:
GOLD LINE
SHEET
REFERENCE
NUMBER:
WARD ROAD STATION
SDS -502
7 DCN-FHDR-00722, SHEETADDED I JAB
PENDING DCN
FLUOR ®HDR
❑..e,. o,.,..o�.......
eagle P3
DENVER
PARTNERS
OVERALL SITE PLAN
WHEAT RIDGE
SHEET NUMBER:
02
NO. REVISIONS BY
DA:T:E=
WHEAT RIDGE WARD STATION SPECIAL USE PERMIT SITE PLAN APPROVAL
SITUATED IN THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, JEFFERSON COUNTY, STATE OF COLORADO
V� 1m I�
�• , �, � ; I , NOTES:
SMALL RETAINING 1. LANDCAPING PLANS SHOW THE
1 VI�/�LL (TYP) I1 I LOCATIONS OF SCREEN PLANTINGS,
AND THE COVERAGE OF OPEN SPACES.
2. STREET LIGHTING WILL BE DONE BY
p7 I j% THE CITY OF WHEAT RIDGE AND XCEL.
1 CLGL
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I � �lUBTRACK ��I ^�-
CL GL EB TRACK 'f. STATISTICAL DATA:
- I SITE:
e
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I, u EXIST1BLDGSs 1.4_ _ MIDBLO }C R!{ P II I 4 TOTAL AREA OF PROPERTY: 8.95 ACRES
RTD STD SIGN f I� r' HARDSCAPED AREAS: 5.95 ACRES; 259,182 SQ FT
I l_1
DE ALK e (66%)
- Y - ^ LANDSCAPE AREAS: 3.00 ACRES; 130,680 SQ FT
\ 4 SIDEWALK 34%
' •,
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h� ��.,.e..� Nt°1MBEROFBUILDINGS: 1
l .
I `` ' ' ' 119 ECTE ", ._ _ _ _ _ _ _ _ 1 • _ _ _ �_ _ _ _ -. BUILDING COVERAGE: 384 SQ. FT.
r
, I
! , ®V _ ^ �` --- w I -0'; Psi€ENT ZONING CLASSIFICATION: 18 PID
v ` OPEN, ~ �g T I--T
PACR4�ING.
bl —� RRi G SPACES REQUIRED BY RTD: 290
i CURB ANDARKI G LOT PARKING SPACES PROVIDED: 288
ly - _ GUTTER (TYPS � _ g ry Nv^7�EET. PARKING SPACES PROVIDED: 60
GI SCREEN WALL i
/ t`, f�ANDI AP SPACES REQUIRED AND PROVIDED: 7
EQUIP ENCLOSURE _ I
$I I t ,t 1 T_ i I 8195 BAYS REQUIRED AND PROVIDED: 8
8.
) f _
SIDEWALK 1 I I ftDi // d
0 111 y
"o IORGE DRIVER 'y �, � F 10, _ / SITE 80UNDARY,
rn O'IRYELIEFSTATIONt , %' SIDEW LK
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_ _
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mIGtKET KIOSK , ` !c t
E 45 BUS BAY (TYP� Rf Ir
m - WARD ROAD-STATIONt ' - APPROXIMATE
o - t LIMITS OF 2030 ` `moi'-+ I J
PLATFORM 8 PLAZA tt OPEN / - / G E
PARKINXPANSION \ I CCCJii
SEE ARCH PLANS ` - PAC /
t1. PLATFORM CANOBY�'
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It Cf�
/ -
I I 2-1)2° DRY.STANDPIPE TO 1 �
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tt LOCKING KNOX CAP 7, +, //
;• t , `,, , I � CURB AND � j � �•
E 1 •Ie
t � / I GUTTER TYP
�� j T�( ) ON STREET
it `.v' ° p p 8' SIDEWALK PARKING',(TYP)
a F ARTICULATED BUS BAY t , ^ td
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i DETENTION BASIN09
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s tea.
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I HOSE CONNECTION NN'iH, STD SIGN --` CURB RAmilks`
v, LOCKING KNOX CAP
III 6'SID E4*
t �' Q -POSTA d Z
ABLE FENQE I I 1 I
1
: I I " I I I`; I I I I I,. 4 0, 50 100 150
I�� �a I I ly �� LI,
i I I III I I I I I I t If,l=1 s SCALE IN FEET
DESIGNED BY. JAB DATE: CHECKED BY: DATE: SHEET
DRAwNBY: JAB DATE: APPROVED BY: DATE GOLD LINE REFERENCE
2 - - - - NUMBER:
WARD ROAD STATION SDS -503
E 711FLUOR ®HDR SITE PLAN SHEET WHEAT RIDGE
1 1 DCN-FHDR-00722, SHEET ADDED JAB PENDING DCN DENVER SHEET NUMBER
Lu N0. REVISIONS BY DATE eaq/e P3 ❑aLOe�LOE61GNCONSULTpNiS PARTNERS 03
WHEAT RIDGE WARD STATION SPECIAL USE PERMIT SITE PLAN APPROVAL
GUARDRAIL,TYPE III;
SEE AS -910
STATION ELEVATION -EAST
O
M
U7
QGUARDRAIL W/ HANDRAIL AT
STAIR, TYPE II; SEE AS -910
r
w W/ HANDRAIL AT
Z/AGUARDRAIL
AMP, TYPE II; SEE AS -910
J
2
U
H
9'-11%"
SITUATED IN THE NORTH 1/2 OF THE SO HIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, O
M
U?
GUARDRAIL W/HANDRAIL AT Cl OF WHEAT RIDGE, JEFFERSON CO TY, STATE OF COLORADO to
STAIR, TYPE II; SEE AS -910 20 2 n Q
GUARDRAIL W/ OCS, TYP — J I T 1i T 1 i ii .: I uJ
HANDRAIL AT RAMP, - - -
TYPEII; SEE AS -910 I 26'-8v,
1 J
ssao U
RTD STANDARD BENCH, TYP PLATFORM CANOPY;
TICKET KIOSK; SEEJ TOWN CENTER CONTEMPORY;
AS -940 1 EXPLOSION PROOF TRASH SEE AS -550, TYP
RECEPTACLE, TYP
BUS SHELTER; SEE RTD
STANDARD DRAWINGS, TYP
TICKET KIOSK; SEE AS -940
2 STATION ELEVATION -WEST
GUARDRAIL, TYPE III;
SEE AS -910
22'-0"
DRIVER'S RELIEF STATION;
SEE 1/AS-926
CHAIN LINK FENCE; SEE
AS -919
Ir ; PLATFORM ELEVATION
E 1 DCN FHDR 00722, DIMENSIONS ADDED
0 I ISSUE FOR CONSTRUCTION, CDRL #7B -0f
y NO. ' REVISIONS
STRUCTURAL DRAWING
FOR ADDITIONAL
INFORMATION, TYP
DESIGNED BY: TB DATE: 06/27/11 CHECKED BY: DW DATE: 02/24/12
DRAWN BY: EH DATE 06/27/11 APPROVED BY: ESW DATE: 11/13/12
AR(NITE(TURE
JAB PENDING DCN�� • INTERIORS
REV 0 JAB 11/13/12 k7l, F L V D R 7 H D R
BY ! DATE eagle P3 T E� L COVOILATION
DENVEF"
TRANSI7
GOLD LINE
WARD ROAD STATION
STATION ELEVATIONS
DOUBLE 14' LIGHT POLE;
SEE ELECTRICAL
DRAWINGS AND AS -700
FOR LOCATION, TYP
PLATFORM VENT, TYP,
SEE 1 /AS -553 & AS -902
FOR ADDITIONAL
INFORMATION
REFERENCE
NUMBER:
AS -530
WHEAT RIDGE
;HEET NUMBER:
04
WHEAT RIDGE WARD STATION SPECIAL USE PERMIT SITE PLAN APPROVAL
SITUATED IN THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, JEFFERSON COUNTY, STATE OF COLORADO
CL BNSF OCS BEYOND —
25'-0"
I
I
I
I FENCE, SEE
TRACK DWGS
I
CL EB TRACK
5'-4",
6'-3" 13'-0"
i t
I
PLATFORM VENTIACCESS
PANEL; SEE AS -902 AND
3/AS-530 FOR ADDITIONAL
INFORMATION
1% MIN. & 2%
MAX. SLOPE
CL WB TRACK
5'-4"'
I
6'-3"
I
PLATFORM CANOPY
SEE AS -550 & AS -551
I
I
SEE STRUCTURAL FOR
FOUNDATION DETAILS
I
1% MIN. & 2%
MAX. SLOPE
I N I A I
I TOR I
TICKET KIOSK BEYOND;
SEE 1/AS-942
BUS VARIES
LOADING
T.O. RAIUPLAZA
DEIGNEDBY. TI3 DATE: 06/27/11 CHECKEDBY: DW DATE: 02/24/12 GOLD LINE REFSHEET
ERENCE
DRAWNBY: EH DATE: 06/27/11 APPROVED BY: ESW DATE: 11/13/12
NUMBER:
AR(NITE(TURE ■ � WARD ROAD STATION AS -540
1 DCN-FHDR-00436, GL3A-WARD RD OCS POLE STYLE REV JAB 07/25/13�FASAnai�i rrS, F L U O R I H D R INTERIORS STATION SECTION WHEAT RIDGE
0 ISSUE FOR CONSTRUCTION, CM k7B-09.09A. REV 0 JAB 11/13/12DENVER SHEET NUMBER:
NO. REVISIONS BY DATE ea -00 P3 ❑GLOB"L oc61GNE'N5ULT0.NTS THE L CORPORATION PARTNERS
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O'
\A5, \✓
4
I
STATION SECTION
1
NOTES:
I
1
PLATFORM DRAWINGS ARE FOR DIMENSIONAL CLEARANCE ONLY. SEE STRUCTUAL FOR ALL DETAILS.
2
BACK OF PLATFORM ADJACENT TO EXISTING FREIGHT TRACK WILL CONFORM TO SPECIFICATIONS PROVIDED BY FREIGHT RAILROAD.
3
SEE STATION PLAN SHEETS FOR STATION LAYOUT.
4
SEE TRACK PLAN SHEETS FOR FENCE TYPES AND LOCATIONS.
5
SEE TRACK PLAN SHEETS FOR TRACK AND ROADWAY INTERFACE.
6
SEE TRACK PLAN SHEETS FOR LOCATION OF EXISTING BNSF / UPRR TRACK.
TICKET KIOSK BEYOND;
SEE 1/AS-942
BUS VARIES
LOADING
T.O. RAIUPLAZA
DEIGNEDBY. TI3 DATE: 06/27/11 CHECKEDBY: DW DATE: 02/24/12 GOLD LINE REFSHEET
ERENCE
DRAWNBY: EH DATE: 06/27/11 APPROVED BY: ESW DATE: 11/13/12
NUMBER:
AR(NITE(TURE ■ � WARD ROAD STATION AS -540
1 DCN-FHDR-00436, GL3A-WARD RD OCS POLE STYLE REV JAB 07/25/13�FASAnai�i rrS, F L U O R I H D R INTERIORS STATION SECTION WHEAT RIDGE
0 ISSUE FOR CONSTRUCTION, CM k7B-09.09A. REV 0 JAB 11/13/12DENVER SHEET NUMBER:
NO. REVISIONS BY DATE ea -00 P3 ❑GLOB"L oc61GNE'N5ULT0.NTS THE L CORPORATION PARTNERS
os
\A5, \✓
I
TICKET KIOSK BEYOND;
SEE 1/AS-942
BUS VARIES
LOADING
T.O. RAIUPLAZA
DEIGNEDBY. TI3 DATE: 06/27/11 CHECKEDBY: DW DATE: 02/24/12 GOLD LINE REFSHEET
ERENCE
DRAWNBY: EH DATE: 06/27/11 APPROVED BY: ESW DATE: 11/13/12
NUMBER:
AR(NITE(TURE ■ � WARD ROAD STATION AS -540
1 DCN-FHDR-00436, GL3A-WARD RD OCS POLE STYLE REV JAB 07/25/13�FASAnai�i rrS, F L U O R I H D R INTERIORS STATION SECTION WHEAT RIDGE
0 ISSUE FOR CONSTRUCTION, CM k7B-09.09A. REV 0 JAB 11/13/12DENVER SHEET NUMBER:
NO. REVISIONS BY DATE ea -00 P3 ❑GLOB"L oc61GNE'N5ULT0.NTS THE L CORPORATION PARTNERS
os
D
Lu
x
D7
z
z
O
F
v!
D
O
o:
Lo
m
E
d
W
PT PAINT COLOR 1
HM HOLLOW METAL
GLASS TYPES: MASONRY TYPES:
CLEAR MANUFACTURER: PPG; MASONRY TYPE 1 8X8X16 GROUND FACE CMU
COLOR: ATLANTICA MANUFACTURER: BASALITE
COLOR: #605
FROSTED MANUFACTURER: WALKER TEXTURES;
COLOR: CLEAR GLASS OPAQUE 2 FACES MASONRY TYPE 2 8X8X16 SMOOTH FACE CMU
MANUFACTURER: BASALITE
COLOR: #721
RUBBER BASE TYPES: MORTAR TYPE:
RUBBERMYTE TYPE TP, TOELESS 6" RUBBER WALL MANUFACTURER: QUIKRETE/COLORADO
BASE COLOR: SGS 25X DEEP TAN
MANUFACTURER; BURKE FLOORING
COLOR; 217 CHARCOAL
DOOR TYPES
NOTE: NON -INSULATED
NOTE: NON -INSULATED
IN SIM CONDITION
DOOR AND FRAME SCHEDULE
i
PAVING TYPE B
NOT USED
PAVING TYPE C
DOOR# ROOM#
SIZE
DOOR
TYPE
DOOR
MATERIAL
DOOR
FINISH
FRAME
TYPE
FRAME
MATERIAL
FRAME
FINISH
HEAD
DETAILS
JAMB
SILL
HARDWARE
TYPE
REMARKS
100
RELIEF ROOM
3'x7'x 1'a"
C
HM
PT
C
HM
PT
3/AS-935
8/AS-935
19/AS-935
1
INSULATED
101
STORAGE ROOM
2) 2'x6'-17"xt;,"
A
HM
PT
A
HM
PT
4/AS-935
9/A"35
14/AS-935
5
UNDERCUT 1"
102
MECHANICAL ROOM
3'xTx1 a"
B
HM
PT
C
HM
PT
WAS -935
8/AS-935
19/AS-935
2
INSULATED
103
ELECTRICAL ROOM
3'x7"x1 a'
B
HM
PT
C
HM
PT
2/AS-935
7AS-935
19/AS-935
3
INSULATED
104
STORAGE ROOM
(2) 3'-2'x7'x1 V
B SIM
HMPT
B
HM
PT
VAS -935
6/AS-935
19/AS-935
4
NON -INSULATED
PT PAINT COLOR 1
HM HOLLOW METAL
GLASS TYPES: MASONRY TYPES:
CLEAR MANUFACTURER: PPG; MASONRY TYPE 1 8X8X16 GROUND FACE CMU
COLOR: ATLANTICA MANUFACTURER: BASALITE
COLOR: #605
FROSTED MANUFACTURER: WALKER TEXTURES;
COLOR: CLEAR GLASS OPAQUE 2 FACES MASONRY TYPE 2 8X8X16 SMOOTH FACE CMU
MANUFACTURER: BASALITE
COLOR: #721
RUBBER BASE TYPES: MORTAR TYPE:
RUBBERMYTE TYPE TP, TOELESS 6" RUBBER WALL MANUFACTURER: QUIKRETE/COLORADO
BASE COLOR: SGS 25X DEEP TAN
MANUFACTURER; BURKE FLOORING
COLOR; 217 CHARCOAL
DOOR TYPES
NOTE: NON -INSULATED
NOTE: NON -INSULATED
IN SIM CONDITION
IN SIM CONDITION
i
PAVING TYPE B
NOT USED
PAVING TYPE C
NOT USED
LOUVER;
RADIAL CONTROL JOINTS AT 30 DEGREES
c
COORDINATE W/ R
SC
COLOR: STANDARD GRAY
MECHANICAL —
FINISH: SMOOTH
8'-9%" FRP-1 ON LOWER 4'-0 OF WALLS
,I—
" PROVIDE RACEWAY AT FRAME FOR DOOR 100
PAVING TYPES:
PAVING TYPE A
5'-0"X5'-0" CONTROL JOINTS
COLOR: STANDARD GRAY
FINISH: BROOM
PAVING TYPE B
NOT USED
PAVING TYPE C
NOT USED
PAVING TYPE D
RADIAL CONTROL JOINTS AT 30 DEGREES
100
SEE PLAN FOR DIMENSIONS
SC
COLOR: STANDARD GRAY
WR GYP FRP-1/EP-1
FINISH: SMOOTH
HOLLOW METAL DOOR A B�W NSULADOW N T USED
C ME AL DO R WITH LOUVER D
DOOR FRAME TYPFS
4,-4„
CV Q <V
6'-8"
HOLLOW METAL HOLLOW METALfel HOLLOW METAL NOT USED
p` DOOR FRAME B DOOR FRAME `' DOO FRAME D
CONC CONCRETE EP -1 EPDXY PAINT
SC SEALED CONCRETE PRA PRIMER
PLY PLYWOOD WR GYP WATER RESISTANT GYPSUM BOARD
RB -1 RUBBER BASE
METAL TYPES:
PAINT COLOR 1 TO MATCH BERRIDGE SIERRA TAN
PAINT COLOR 2 TO MATCH BERRIDGE COPPER BROWN
O cV
N
E HOLLOW METAL OOR
i HOLLOW METAL
DO�l� Fi�Aful�
F HOLLOW METAL DOORI �`� f�OT USED
GENERAL FINISH NOTES:
ALL LIGHTS ON PLAZA AND PARKING LOT TO BE
WARP 9 FIXTURES FROM KIM LIGHTING; FINISH TO BE
DARK BRONZE DB -P
REFER TO SPEC FOR MATERIAL PROPERTIES
TICKET KIOSK FINISH INFORMATION:
DRS EXTERIOR FINISH INFORMATION:
ALL EXPOSED METAL: PAINT COLOR 2
FLUSH METAL PANE: PAINT COLOR 1
HOLLOW MTL DOORS & FRAMES: PAINT COLOR 1
DRS RUBBER BASE:
RB -1: RUBBERMYTE TYPE TP, TOELESS 6" RUBBER
WALL BASE
MANUFACTURER: BURKE FLOORING
COLOR: 217 CHARCOAL
BUS SHELTER FINISH INFORMATION:
ALL EXPOSED METAL: PAINT COLOR 2
GLASS: CLEAR (SEE GLASS TYPES)
RAILING FINISH INFORMATION:
PAINT COLOR 2
CANOPY FINISH INFORMATION:
STANDING SEAM METAL ROOF TO BE PAINT COLOR 2.
ALL OTHER METAL TO BE PAINT COLOR 1.
GLASS: CLEAR (SEE GLASS TYPES)
WINDSCREEN INFORMATION:
ALL 4 CORNER POSTS TO BE PAINT COLOR 1. ALL
OTHER METAL TO BE PAINT COLOR 2.
GLASS: CLEAR (SEE GLASS TYPES)
DESIGNEDBY: TB DATE: 06/27/11 CHECKED BY: DW DATE: 02/24/12 GOLD LINE REFSHEET
ERENCE
DRAWNBY. EH DATE: 06/27/11 APPROVED BY: ESW DATE 11/13/12
NUMBER:
_ AR(AITE(TORE WARD ROAD STATION AS -590
►� FLU O R[ IH DR INTERIORS SCHEDULES WHEAT RIDGE
0 ISSUE FOR CONSTRUCTION, CDRL #7H oo,O�A. REV 0 JAB 11113/12 _ DENVE7 SHEET NUMBER:
NO. REVISIONS BY DATE eagle P3 ❑".o"sL"«,""c"""u`Ta"s THE L ORPORATION PARTNERS 06
ROOM FINISH SCHEDULE
#
ROOM
FLOOR BASE
WALLS FINISH
CLG
CLG
HEIGHT REMARKS
100
RELIEF ROOM
SC
RB -1
WR GYP FRP-1/EP-1
PR -1
8'-9%" FRP-1 ON LOWER 4'-0 OF WALLS
101
STORAGE ROOM
SC
RB -1
WR GYP FRP-IIEP-1
PR -1
'-9%"
102
MECHANICAL ROOM
SC
N/A
PLY NIA
N/A
8'-9Y-"
103
ELECTRICAL ROOM
SC
N/A
PLY NIA
N/A
8'-9%2"
104
STORAGE ROOM
SC
N/A
EXPOSED CMU NIA
N/A
8'-9Y2"
CONC CONCRETE EP -1 EPDXY PAINT
SC SEALED CONCRETE PRA PRIMER
PLY PLYWOOD WR GYP WATER RESISTANT GYPSUM BOARD
RB -1 RUBBER BASE
METAL TYPES:
PAINT COLOR 1 TO MATCH BERRIDGE SIERRA TAN
PAINT COLOR 2 TO MATCH BERRIDGE COPPER BROWN
O cV
N
E HOLLOW METAL OOR
i HOLLOW METAL
DO�l� Fi�Aful�
F HOLLOW METAL DOORI �`� f�OT USED
GENERAL FINISH NOTES:
ALL LIGHTS ON PLAZA AND PARKING LOT TO BE
WARP 9 FIXTURES FROM KIM LIGHTING; FINISH TO BE
DARK BRONZE DB -P
REFER TO SPEC FOR MATERIAL PROPERTIES
TICKET KIOSK FINISH INFORMATION:
DRS EXTERIOR FINISH INFORMATION:
ALL EXPOSED METAL: PAINT COLOR 2
FLUSH METAL PANE: PAINT COLOR 1
HOLLOW MTL DOORS & FRAMES: PAINT COLOR 1
DRS RUBBER BASE:
RB -1: RUBBERMYTE TYPE TP, TOELESS 6" RUBBER
WALL BASE
MANUFACTURER: BURKE FLOORING
COLOR: 217 CHARCOAL
BUS SHELTER FINISH INFORMATION:
ALL EXPOSED METAL: PAINT COLOR 2
GLASS: CLEAR (SEE GLASS TYPES)
RAILING FINISH INFORMATION:
PAINT COLOR 2
CANOPY FINISH INFORMATION:
STANDING SEAM METAL ROOF TO BE PAINT COLOR 2.
ALL OTHER METAL TO BE PAINT COLOR 1.
GLASS: CLEAR (SEE GLASS TYPES)
WINDSCREEN INFORMATION:
ALL 4 CORNER POSTS TO BE PAINT COLOR 1. ALL
OTHER METAL TO BE PAINT COLOR 2.
GLASS: CLEAR (SEE GLASS TYPES)
DESIGNEDBY: TB DATE: 06/27/11 CHECKED BY: DW DATE: 02/24/12 GOLD LINE REFSHEET
ERENCE
DRAWNBY. EH DATE: 06/27/11 APPROVED BY: ESW DATE 11/13/12
NUMBER:
_ AR(AITE(TORE WARD ROAD STATION AS -590
►� FLU O R[ IH DR INTERIORS SCHEDULES WHEAT RIDGE
0 ISSUE FOR CONSTRUCTION, CDRL #7H oo,O�A. REV 0 JAB 11113/12 _ DENVE7 SHEET NUMBER:
NO. REVISIONS BY DATE eagle P3 ❑".o"sL"«,""c"""u`Ta"s THE L ORPORATION PARTNERS 06
WHEAT RIDGE WARD STATION SPECIAL USE PERMIT SITE PLAN APPROVAL
SITUATED IN 4E NORTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN
' CITY OF WHEAT RIDGE, JEFFERSON COUNTY, STATE OF COLORADO
DESIGNED BY: DATE: CHECKED BY: DATE
DRAWN BY: DATE: APPROVED BY: DATE:
WHITMORT
0 �
-928
3
PREFINISHED
P8
N0. REVISIONS BY DATE
MTL FASCIA
DENVER
PARTNERSNSI
FLUSH SEAM
WHEAT RIDGE
SHEET NUMBER:
07
i
PREFINISHED
MTL PANEL
+
SIDING
N
T O. CMU
PREFINISHED
MTL SOFFIT
PANEL
NOTE:
SEE FINISHED SCHEDULE SHT AS -590 FOR
COLOR FINISHES AND HARDWARE SCHEDULE
12 — FLUSH SEAM
PREFINISHED
3 MTL PANEL
SIDING
PREFINISHED
MTL FASCIA
10
Tti� 1 T.O. CMU
8" MASONRY / \
— TYPE 2, TYP
�• I _ � � 104
8"MASONRY \ /
TYPE 1, TYP \ /
1 FRONT ELEVATION
3 REAR ELEVATION
100'100'-0"
4'T 0. SLAB
SNOW GUARDS, TY
PREFINISHED
MTL FASCIA
T.—O--.C—MU
5" PREFINISHED 16
GAUGE MTL
GUTTER
x
8"MASONRY
TYPE 2, TYP
4x4xYy HSS
DOWNSPOUT
8" MASONRY
TYPE 1, TYP
k100'-0"
T.O. SLAB
HOSE BIB; SEE
PLUMBING FOR
ADDITIONAL
INFORMATION
f� l SIDE ELEVATION
4 SIDE ELEVATION
8" MASONRY
TYPE 1, TYP
8" MASONRY
TYPE 2, TYP
4x4xY HSS
DOWNSPOUT
10
T.O. SLAB
PREFINISHED
MTL FASCIA
FLUSH SEAM
PREFINISHED
MTL PANEL
SIDING
108
T.O. CMU
ENTRY
SYSTEM;SEE
HARDWARE
SCHEDULE
8" MASONRY
TYPE 2, TYP
8"MASONRY
TYPE 1, TYP
100-0"
T.O. SLAB
DOOR
LOUVER
0 2 4 6
SCALE IN FEET
r
DESIGNED BY: DATE: CHECKED BY: DATE
DRAWN BY: DATE: APPROVED BY: DATE:
WHITMORT
0 �
GOLD LINE
WARD ROAD STATION
SHEET
REFERENCE
NUMBER:
AS -927
N0. REVISIONS BY DATE
� Fi�i53�'B��KS
FLU D R[IH D R INTERIORS
eagle P3 ❑" o"4LDE310NCONSYLT""TS E CORPORATION
DENVER
PARTNERSNSI
DRIVER RELIEF STATION ELEVATIONS
WHEAT RIDGE
SHEET NUMBER:
07
WHEAT RIDGE WARD STATION SPECIAL USE PERMIT SITE PLAN APPROVAL
SITUATED IN THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, JEFFERSON COUNTY, STATE OF COLORADO
LAMINATED, TEMPERED
GLASS ROOF PANELS
PAINTED STEEL
OUTRIGGER, TYP -
SEE STATION STRUCT
DWGS
TO STEEL
EL +11'-5"
TO STEEL
EL +9'-9"
TO WINDSCREEN
EL +9'-3"
BO VMS
EL +8'-6'
VMSBEYOND
LAMINATED, TEMPERED
GLASS AND PAINTED
STEEL WINDSCREEN ,TYP
PAINTED STEEL
STRUCT FRAME, TYP -
SEE STATION STRUCT
DWGS
COLUMN BASE PLATE
AND CONCRETE CURB,
TYP FOR FIVE (5)
BO STEEL
EL OE -6"
PLAZA
EL 0'-0"
1 SIDE ELEVATION
2
AS -941
1
AS -941
v
0
N
Q/
N
DESIGNED BY: AS DATE: 06102111 CHECKED BY: CS DATE: 11/08/12
DRAWN BY: AS DATE: 06/02/11 APPROVEDBY: ESW DATE: 11/20/12
2 DCN-FHDR-00541, ADAMS COUNTY COMMENTS JAB 04!08/14
1 DCN -0201,-00201, GLASS PANEL ACCESS REVISIONS JAB 11120/12 FLUOR [NH D R
0 ISSUED FOR CONSTRUCTION, CORL #713-09.00, REV 0 DH 09/12/12 ".""". "Es,." """." *<"*
NO. REVISIONS BY DA= eagle P3
LAMINATED, TEMPERED
GLASS ROOF PANELS
TO STEEL
EL +9,_9„
TO WINDSCREEN
EL +9'-3"
PAINTED STEEL
OUTRIGGER, TYP -
SEE STATION STRUCT
DWGS
PAINTED STEEL
COLUMN ,TYP -
SEE STATION STRUCT
DWGS
LAMINATED, TEMPERED
GLASS AND PAINTED r
STEEL WINDSCREEN,
TYP
ACCESS PLATE I
COLUMN BASE PLATE
AND CONCRETE CURB,
TYP FOR FIVE (5) I
BO STEEL I
FI MAll
2 2
AS -941 X94
B
s(D
I I 1p 1-1 I
3 FRONT ELEVATION
W=1,-0"
LAMINATED, TEMPERED
GLASS ROOF PANELS
— PAINTED STEEL
OUTRIGGER, TYP -
SEE STATION STRUCT
DWGS
1 TTSTE
EOL+11'-5"
r ATO STEEL
l
ELT
L +9,_9"
1 TOWIND
SCREEN
REENEL +9 -3"
PAINTED STEEL
COLUMN,TYP-
SEE STATION STRUCT
DWGS
LIGHT FIXTURE, TYP
FOR FOUR (4) -SEE
LIGHTING DWGS
VARIABLE MESSAGE
SIGNAGE
ED
GLASS AND PAINTED
1
STEEL WINDSCREEN,
TYP
yCOLUMN BASE PLATE
AND CONCRETE CURB,
l TYP FOR FIVE (5)
11 BO STEEL
EL 0'-6"
PLAZA
EL 0'-0"
1. ALL GLASS PANELS / LITES SHALL
BE LAMINATED, TEMPERED GLASS.
2. ALL ROOF AND REAR WALL GLASS
PANELS SHALL BE FROSTED.
3. ALL SIDE WIND SCREEN GLASS
PANELS SHALL BE CLEAR.
0 1 2 3
SCALE IN FEET
SHEET
GOLD LINE REFERENCE
NUMBER:
WARD ROAD STATION AS -940
TICKET KIOSK ELEVATIONS WHEAT RIDGI
DENVER SHEET NUMBE
T �Arvslr
A 08
4
I
I I 1p 1-1 I
3 FRONT ELEVATION
W=1,-0"
LAMINATED, TEMPERED
GLASS ROOF PANELS
— PAINTED STEEL
OUTRIGGER, TYP -
SEE STATION STRUCT
DWGS
1 TTSTE
EOL+11'-5"
r ATO STEEL
l
ELT
L +9,_9"
1 TOWIND
SCREEN
REENEL +9 -3"
PAINTED STEEL
COLUMN,TYP-
SEE STATION STRUCT
DWGS
LIGHT FIXTURE, TYP
FOR FOUR (4) -SEE
LIGHTING DWGS
VARIABLE MESSAGE
SIGNAGE
ED
GLASS AND PAINTED
1
STEEL WINDSCREEN,
TYP
yCOLUMN BASE PLATE
AND CONCRETE CURB,
l TYP FOR FIVE (5)
11 BO STEEL
EL 0'-6"
PLAZA
EL 0'-0"
1. ALL GLASS PANELS / LITES SHALL
BE LAMINATED, TEMPERED GLASS.
2. ALL ROOF AND REAR WALL GLASS
PANELS SHALL BE FROSTED.
3. ALL SIDE WIND SCREEN GLASS
PANELS SHALL BE CLEAR.
0 1 2 3
SCALE IN FEET
SHEET
GOLD LINE REFERENCE
NUMBER:
WARD ROAD STATION AS -940
TICKET KIOSK ELEVATIONS WHEAT RIDGI
DENVER SHEET NUMBE
T �Arvslr
A 08
STORAGE :•
z
1
DESIGNEDBY: JAB DATE: OZ/Z8/12
CNECKEDBY.
1-
NOTICE
12"X 18"
0
GOLD LINE
8'
RTD NOTICE
RTD SNOW
APPROVEDBY: ESW
DATE: 11/13/12
NED
24" X 24" VEHIC E9C AV BE
S
STORAGE
y'
SITE BOUNDARY RTD REGS PURSUANDT TO
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SO INLET (TYP)
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SEE SHEET CS -53
EXIST BLDG (TYP)
V
Ie irxy-rrzin:•.ro,M1 0
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-- -
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2 4" X 24"
RTD REGS arg,� YBs n SOLID WHITE
11 SIGNS
o
1
—
_
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PEDESTRIAN,$ATH 4" WHITE STRIPE F
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10�
E
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RTD SNOW r_ •. F
- 5 SIGNS
II 151
"f FOR SIGNING AND ST�IPIN
STORAGE :•
z
1
DESIGNEDBY: JAB DATE: OZ/Z8/12
CNECKEDBY.
DATE.
12"X 18"
0
GOLD LINE
8'
°® 117-8 F --
J2" X 18"
RTD SNOW
APPROVEDBY: ESW
DATE: 11/13/12
S
STORAGE
A
F
12'X 18"
1 DCN FHDR 00332, ADDED SIGNS JAB 02/19/13
-
71,
FLUOR ❑HDR
SITE SIGNING AND STRIPING PLAN
0 DO NOT
F
35-1 RTD USESE
F
FOR SIGNING AND STRIPING
0 30" X 30" ENNTT ERR
SO INLET (TYP)
EAST OF STATION 16+33.19
ADA PARKING SPACES
SEE ROADWAYS PLANS
<
SEE SHEET CS -53
EXIST BLDG (TYP)
V
m
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II 151
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W 50TH PL
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WRONG \
a V J
N
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6
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v 0 40 80 120 I
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r J
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'
0 40 80 120
c
WARD ROAD STATION
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FIRE LANE
SCALE IN FEET (
i
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SCALE IN FEET
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SEE ARCH P
DJE 02/29/12
NOTES:
1. ALL SIGN AND PAVEMENT MARKINGS SHALL CONFORM TO
MUTCD STANDARDS.
2. ALL DIMENSIONS ARE FROM THE CENTER LINE OF STRIPE TO
THE CENTER LINE OF STRIPE UNLESS OTHERWISE NOTED.
3. ALL ADA PAVEMENT MARKINGS ARE DETAILED ON
SHEET CS -533.
4. ALL DIRECTIONAL ARROW MARKINGS ARE DETAILED ON
SHEET CS -034.
5. ADA SIGN POSTS ARE DETAILED ON SHEET CS -533.
6. CROSSWALK MARKINGS TO BE PLACED OUTSIDE
WHEEL PATHS AND ALIGNED WITH HANDICAP RAMPS.
7. SIGNING AND STRIPING WITHIN WHEAT RIDGE
ROW CAN BE FOUND ON SHEET CS -531 FOR WEST 50TH
PLACE, AND SHEET CS -532 FOR TAFT COURT.
0 ISSUED FOR CONSTRUCTION, CORL713-09.09A, R.FV 0 JAB 11/13/12DENVER
❑."". >Ni5 BRITINA rRANSIT
w NO. REVISIONS BY DATE eagle P3 &*s g -v I PARTNERS
REFERENCE
NUMBER:
CS -530
WHEAT RIDGE
SHEET NUMBER
09
1
DESIGNEDBY: JAB DATE: OZ/Z8/12
CNECKEDBY.
DATE.
GOLD LINE
DRAWN BY: JAB DATE: 02/28/12
APPROVEDBY: ESW
DATE: 11/13/12
S
2 - DCN-FHDR-00595, REVISE PEDESTRIAN CROSSING JABPENDING DCN
A
WARD ROAD STATION
E
a
1 DCN FHDR 00332, ADDED SIGNS JAB 02/19/13
-
71,
FLUOR ❑HDR
SITE SIGNING AND STRIPING PLAN
0 ISSUED FOR CONSTRUCTION, CORL713-09.09A, R.FV 0 JAB 11/13/12DENVER
❑."". >Ni5 BRITINA rRANSIT
w NO. REVISIONS BY DATE eagle P3 &*s g -v I PARTNERS
REFERENCE
NUMBER:
CS -530
WHEAT RIDGE
SHEET NUMBER
09
EXIST
BUILDING
o
C
o EXIST SD
a INLET (TYP)
n EXIST
TREE (TYP)
m
5
_ 430 LF 8"
SOLID WHITE
■
BICYCLE PAVEMENT MARKINGS
SEE MUTCD FIGURE 9C-3
f+�
24"X
24" X 18"
IKE LAN
P
8
24" X
ENDS 2a^ x s"
10"
NOTES:
1. ALL SIGN AND PAVEMENT MARKINGS SHALL CONFORM TO
MUTCD STANDARDS.
2. ALL DIMENSIONS ARE FROM THE CENTER LINE OF STRIPE TO
THE CENTER LINE OF STRIPE UNLESS OTHERWISE NOTED.
3. ALL ADA PAVEMENT MARKINGS ARE DETAILED ON
SHEET CS -533.
4. ALL DIRECTIONAL ARROW MARKINGS ARE DETAILED ON
SHEET CS -534.
5. ADA SIGN POSTS ARE DETAILED ON SHEET CS -533.
6. CROSSWALK MARKINGS TO BE PLACED OUTSIDE
WHEEL PATHS AND ALIGNED WITH HANDICAP RAMPS.
7. SIGNING AND STRIPING WITHIN WHEAT RIDGE ROW CAN BE
FOUND ON SHEET CS -532 FOR TAFT COURT. SIGNING AND
? STRIPING OUTSIDE WHEAT RIDGE ROW CAN BE FOUND ON
SHEET CS -530.
n`
n
E
U
EE
Y
L
n
24" BY 10' SOLID WHITE
CROSSWALK BARS
24" BY 8' SOLID WHITE
CROSSWALK BARS
L \� � i�
nqON STREET
II
72' W 50TH PLACE 53'
BICYCLE PAVEMENT
MARKINGS SEE
MUTCD FIGURE 9C-3
RTD KISS -N -RIDE 12"X18"
N
RTD IDLING 12"X12"
I`
24" X 18"
i
N -RIDE 12"X18"
t
12"X12"
=MUTCD
� r
I
N
I
t'O IIKE
LANE
0
R3-17
'0
24" X 18"
24" BY 8' SOLID WHITE
CROSSWALK BARS
FOR SIGNING AND STRIPING
III
WEST OF STATION 10+32.37
91
SEE ROADWAYS PLANS
NOTES:
1. ALL SIGN AND PAVEMENT MARKINGS SHALL CONFORM TO
MUTCD STANDARDS.
2. ALL DIMENSIONS ARE FROM THE CENTER LINE OF STRIPE TO
THE CENTER LINE OF STRIPE UNLESS OTHERWISE NOTED.
3. ALL ADA PAVEMENT MARKINGS ARE DETAILED ON
SHEET CS -533.
4. ALL DIRECTIONAL ARROW MARKINGS ARE DETAILED ON
SHEET CS -534.
5. ADA SIGN POSTS ARE DETAILED ON SHEET CS -533.
6. CROSSWALK MARKINGS TO BE PLACED OUTSIDE
WHEEL PATHS AND ALIGNED WITH HANDICAP RAMPS.
7. SIGNING AND STRIPING WITHIN WHEAT RIDGE ROW CAN BE
FOUND ON SHEET CS -532 FOR TAFT COURT. SIGNING AND
? STRIPING OUTSIDE WHEAT RIDGE ROW CAN BE FOUND ON
SHEET CS -530.
n`
n
E
U
EE
Y
L
n
24" BY 10' SOLID WHITE
CROSSWALK BARS
24" BY 8' SOLID WHITE
CROSSWALK BARS
L \� � i�
nqON STREET
II
72' W 50TH PLACE 53'
BICYCLE PAVEMENT
MARKINGS SEE
MUTCD FIGURE 9C-3
RTD KISS -N -RIDE 12"X18"
N
RTD IDLING 12"X12"
R3-17
24" X 18"
i<
N -RIDE 12"X18"
0 20
12"X12"
=MUTCD
RE
�
ICYCLE PAVEMENT
MARKINGS SEEMUTCD
FIGURE 9C-3
PARKING
24 \ \ ,
\\ \ 4" SOLID\DOUBLE �F,L°LOW
ON STREETi R 5.5' \ \ O
1,D• PARKING
[r� \
1QV 10" 10"
II47' \ 88' TAP
r n,
PAVEMENT MARKING
ARROW SEE SHEET CS -534
30"X30"
W16 -7L
24"X12"
SCALE IN FEET
ON STREET ----
PARKING
1
�ussxwoE
RTD KISS -N -RIDE 12"X18"
RTD IDLING 12"X12"
"�wsEoo 1
xoriwe
.NGER
RTD KISS -N -RIDE 12"X18"
RTD IDLING 12"X12"
ACCESSIBLE KISS -N -RIDE
LOADING AREA
SEE DETAIL CS -534
0
226 LF 8" SOLID WHITE W 3Z
76' ►t ��
�1
p .�
R1-1
30"X30"
TAFT CT
W 50TH PL
N
1
Q'
i<
0 20
40 60
SCALE IN FEET
ON STREET ----
PARKING
1
�ussxwoE
RTD KISS -N -RIDE 12"X18"
RTD IDLING 12"X12"
"�wsEoo 1
xoriwe
.NGER
RTD KISS -N -RIDE 12"X18"
RTD IDLING 12"X12"
ACCESSIBLE KISS -N -RIDE
LOADING AREA
SEE DETAIL CS -534
0
226 LF 8" SOLID WHITE W 3Z
76' ►t ��
�1
p .�
R1-1
30"X30"
TAFT CT
W 50TH PL
bl
I
r
V
J�
75 LF 8" SOLID WHITE
PAVEMENT MARKING
ARROW SEE SHEET CS -534
BICYCLE PAVEMENT
MARKINGS SEE
MUTCD FIGURE 9C-3
24" BY 8' SOLID WHITE
CROSSWALK BARS (TYP
THIS INTERSECTION)
FOR SIGNING AND STRIPING
EAST OF STATION 16+33.19
SEE ROADWAY PLANS
DESIGNED BY: JAB DATE: 02/28112 J1 CHECKEDBY: DJE DATE: 08/29/12 GOLD LINE REFSHEET
ERENCE
DRAwNBY: JAB DATE: 02/28/12 APPROVEDBY: ESW DATE: 11/13/12
NUMBER:
WARD ROAD STATION CS -531
1 DCN FHDR 00332, ADDED SIGN JAB 02/19/13 FLUOR ❑HDR ��•• W 50TH PLACE
■r : M WHEAT RIDGE
0 ISSUEO FOR CONSTRUCTION, CDRL76-09-09A, REV 0 JAB 11/13/12 � "" " " � � DENVER SHEET NUMBER:
NO. REVISIONS BY DATE Cs9gl@ p3 �G. a` ES'""" N5".. "TS BRITINA TRANSIT SIGNING AND STRIPING PLAN 10
G.weG er.Na PARTNERS
1
Q'
O
U
�
d
III
91
bl
I
r
V
J�
75 LF 8" SOLID WHITE
PAVEMENT MARKING
ARROW SEE SHEET CS -534
BICYCLE PAVEMENT
MARKINGS SEE
MUTCD FIGURE 9C-3
24" BY 8' SOLID WHITE
CROSSWALK BARS (TYP
THIS INTERSECTION)
FOR SIGNING AND STRIPING
EAST OF STATION 16+33.19
SEE ROADWAY PLANS
DESIGNED BY: JAB DATE: 02/28112 J1 CHECKEDBY: DJE DATE: 08/29/12 GOLD LINE REFSHEET
ERENCE
DRAwNBY: JAB DATE: 02/28/12 APPROVEDBY: ESW DATE: 11/13/12
NUMBER:
WARD ROAD STATION CS -531
1 DCN FHDR 00332, ADDED SIGN JAB 02/19/13 FLUOR ❑HDR ��•• W 50TH PLACE
■r : M WHEAT RIDGE
0 ISSUEO FOR CONSTRUCTION, CDRL76-09-09A, REV 0 JAB 11/13/12 � "" " " � � DENVER SHEET NUMBER:
NO. REVISIONS BY DATE Cs9gl@ p3 �G. a` ES'""" N5".. "TS BRITINA TRANSIT SIGNING AND STRIPING PLAN 10
G.weG er.Na PARTNERS
NOTES:
1. ALL SIGN AND PAVEMENT MARKINGS
2. ALL DIMENSIONS ARE FROM THE CENTER LINE OF STRIPE TO THE CENTER LINE
OF STRIPE UNLESS OTHERWISE NOTED. 0 20 40 60
3. ALL ADA PAVEMENT MARKINGS ARE DETAILED ON SHEET CS -533.
4. ALL DIRECTIONAL ARROW MARKINGS ARE DETAILED ON SHEET CS -534. SCALE IN FEET
5. ADA SIGN POSTS ARE DETAILED ON SHEET CS -533.
6. CROSSWALK MARKINGS TO BE PLACED OUTSIDE WHEEL PATHS AND ALIGNED
WITH HANDICAP RAMPS.
c 7. SIGNING AND STRIPING WITHIN WHEAT RIDGE ROW CAN BE FOUND ON SHEET
m CS -531 FOR W 50TH PLACE. SIGNING AND STRIPING OUTSIDE WHEAT RIDGE ROW
CAN BE FOUND ON SHEET CS -530.
DESIGNEDBY. JAB DATE: 02/28/12 CHECKEDBY: DJE DATE: 02/29/12
DRAWNBY: JAB DATE: 02/28/12 APPROVED BY: ESW DATE 11/13/12
2 DCN FHDR 00722, ADDED NO PARKING FIRE LANE SIGNS JAB PENDING DCN
E 1 DCN FHDR 00332, REVISED MONUMENT SIGN JAB 02/19/13 FLUOR H D R ••�� nu
Frs •ii
0 ISSUED FOR CONSTRUCTION, CDRL76-09.09.4, REV 0 JAB 11/13/12
NO. REVISIONS BY DATE eagle P3 "B RI T I N A
R,
O
I O L47
�_ It -
111111
8 24" W DTH SOLID
CO$ WHIT STOOP BAR -
Op
I I 7' I 1
FOR SIGNING AND STRIPING
EAST OF STATION 16+33.19
SEE ROADWAY PLANS
R1-1
30"X30"
TAFT CT
STOP
W 50TH PL
24" BY 8' SOLID WHITE
CROSSWALK BARS (TYP
THIS INTERSECTION)
Lw
ON STREET
ON STREET
PARWN
PARKING
_ ® ®
Q
I
�
1
w
m
W
TAFT COURT
w
cow
O
197 LF 4" SOLID
547 LFT'—SOLID
J
2
DOUBLE YELLOW
VL
L
TRE--; - - -
24" BY 6' SOLID WHITE
PARKING 1
CROSSWALK BARSi(TYP
1
THIS INTERSECTION)
Z
0 20 40 60
SCALE IN FEET
DENVER
TRANSIT
GOLD LINE
WARD ROAD STATION
TAFT COURT
SIGNING AND STRIPING PLAN
i SOLID
'OP BAR
R1-1
30"X30"
TAFT CT
W 50TH PL
REFERENCE
NUMBER:
CS -532
VHEAT RIDGE
iEET NUMBE
11
c
rn
z
O
H
0
8 0 5 10 15
SCALE IN FEET
M LANDSCAPING
AREA
U
N I
2
1
1 2
2
HEIGHT OF
SYMBOL = 41"
1 STOKE WIDTH = 4"
STROKE COLOR: WHITE
WIDTH OF 2 BLUE BACKGROUND COLOR
SYMBOL = 36"
HANDICAP PAVEMENT MARKING DETAIL
NTS
rn12" 12"
Lo HANDICAPPED PARKING
cljSIGN POST S LE
RESERVED JA
i SEE DETAILS LEFT
R? -a PARKING R? -a
® BOLLARD -CENTER
ON ADJACENT PARKING
SPACE (TYP)
R?-Sa 10.0'CDOT RAMP TYPE 3B
(CDOT STD M-608-1)
�I
rn
000
SIGN MOUNTED ON SIGN MOUNTED ON X000
3" X 3" ANODIZED 3" X 3" ANODIZED `qR? y40 000
c ALUMINUM POLE ALUMINUM POLE
� 6" CURB
S 6" STEEL BOLLARD r 6" STEEL BOLLARD D�Tgi
FILLED WITH CONCRETE FILLED WITH CONCRETE CSTh�
SS
HFFT
.n in HANDICAP PARKING SPACES
FINISHED GRADE—,\ FINISHED GRAD SEE PLAN VIEW DETAILS ABOVE
HANDICAP ACCESS AISLE
AREA
STANDARD HANDICAP SIGN DETAIL VAN ACCESSIBLE HANDICAP SIGN DETAIL ISOMETRIC HANDICAP RAMP/PARKING DETAIL
mNTS NTS NTS
DESIGNED BY: JAB DATE: 02/28/12 CHECKED BV: DJE DATE: 02/29/12 GOLD LINE REFSHEET
ERENCE
DRAWNBY. JAB DATE: 02/28/12 APPROVED BY: CJB DATE: 09/10/12
m NUMBER:
;�T
WARD ROAD STATION CS -533
E _ aF AC WHEAT RIDGE
FLUOR ❑HDR PAVEMENT MARKING AND SIGNAGE
0 ISSUED FOR CONSTRUCTION, CDRL?B-09,09A, REV 0 DH 09/10/12 �" D NV1=R SHEET NUMBEF
NO. REVISIONS BY DATE eagle P3 LG BRITINA TRANSIT PLAN DETAILS
12
PARTNERS
ISTANDARDI
1 5.001
I-
5.00,
STANDARDI
8aooi
4VANACCESSIBLEI
IVANACCESSIBLEIPEDESTRIAN'
STANDARD
STANDARD
TANDARDI
STANDARD
STANDARD
STANDARD
VAN
HANDICAP
HANDICAP
HANDICAP
HANDICAP
HANDICAP
HANDICAP
HANDICAP
HANDICAP
HANDICAP
ACCESS
HANDICAP
ACCESS
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING SPACE
AISLE
PARKING SPACE
AISLE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
HANDICAP PARKING PLAN DETAIL
M LANDSCAPING
AREA
U
N I
2
1
1 2
2
HEIGHT OF
SYMBOL = 41"
1 STOKE WIDTH = 4"
STROKE COLOR: WHITE
WIDTH OF 2 BLUE BACKGROUND COLOR
SYMBOL = 36"
HANDICAP PAVEMENT MARKING DETAIL
NTS
rn12" 12"
Lo HANDICAPPED PARKING
cljSIGN POST S LE
RESERVED JA
i SEE DETAILS LEFT
R? -a PARKING R? -a
® BOLLARD -CENTER
ON ADJACENT PARKING
SPACE (TYP)
R?-Sa 10.0'CDOT RAMP TYPE 3B
(CDOT STD M-608-1)
�I
rn
000
SIGN MOUNTED ON SIGN MOUNTED ON X000
3" X 3" ANODIZED 3" X 3" ANODIZED `qR? y40 000
c ALUMINUM POLE ALUMINUM POLE
� 6" CURB
S 6" STEEL BOLLARD r 6" STEEL BOLLARD D�Tgi
FILLED WITH CONCRETE FILLED WITH CONCRETE CSTh�
SS
HFFT
.n in HANDICAP PARKING SPACES
FINISHED GRADE—,\ FINISHED GRAD SEE PLAN VIEW DETAILS ABOVE
HANDICAP ACCESS AISLE
AREA
STANDARD HANDICAP SIGN DETAIL VAN ACCESSIBLE HANDICAP SIGN DETAIL ISOMETRIC HANDICAP RAMP/PARKING DETAIL
mNTS NTS NTS
DESIGNED BY: JAB DATE: 02/28/12 CHECKED BV: DJE DATE: 02/29/12 GOLD LINE REFSHEET
ERENCE
DRAWNBY. JAB DATE: 02/28/12 APPROVED BY: CJB DATE: 09/10/12
m NUMBER:
;�T
WARD ROAD STATION CS -533
E _ aF AC WHEAT RIDGE
FLUOR ❑HDR PAVEMENT MARKING AND SIGNAGE
0 ISSUED FOR CONSTRUCTION, CDRL?B-09,09A, REV 0 DH 09/10/12 �" D NV1=R SHEET NUMBEF
NO. REVISIONS BY DATE eagle P3 LG BRITINA TRANSIT PLAN DETAILS
12
PARTNERS
20.00'
Q
E STRIPEVR
c PE 3B
EXCLUDE
rn
'R IDE FROM
0
rn
o�
E 0 40 80 120
- ACCESSIBLE KISS -N -RIDE SPACE DETAIL
c SCALE IN FEET
m
�n
z
O
O
8.0' CDOT RAMP TYPE 3B
(CDOT STD M-608-1) EXCLUDE
CURB ON SOUTH SIDE FROM
< 6" CURB 00 p0 INSTALLATION
LANDSCAPING 00 p p
O
U AREA 2p01°
M
N
04
aa,
m
1'R ?p,
E
w
W Z.
to
Z00 0
O 00
Op O
� ACCESSIBLE KISS N RIDE
SPACE
W 6" CURB
d
m 3
.01
Y ACCESSIBLE ACCESS AISLE 1' R
3o LANDSCAPING
3 AREA
n
v
W 50TH AVE FL
?o 8,328, ACCESSIBLE KISS -N -RIDE SPACE ISOMETRIC DETAIL
NTS
1.0'
8.0'
s PAVEMENT ARROW DETAIL
NTS
o�
in —
DESIGNEDBY: JAB DATE: 02/28/12 CHECKEDBY: AAB DATE: 02/13113 _ GOLD LINE REFSHEET
ERENCE
DRAWNBY: JAB DATE: 02/26/12 APPROVEDBY: ESW DATE 02/19/13
NUMBER:
■ WARD ROAD STATION CS -535
E �� FLU O R 1 H"D R PAVEMENT MARKING AND SIGNAGE PLAN Al LA WHEAT RIDGE
c 0 DCN FHDR 00332 CDRL 7B -09.09A. SHEET ADDED I JAB PENDING DCN a". of"" "o""". w s DENVER SHEET NUMBER:
W ❑G BRITINA TRaNsrr DETAIL 3 13
uJ NO. REVISIONS BY DATE eagle P3 desl8n„gyp PARTNERS
m
0
4” SINGLE
WHIT
0
00
HANDICAP
PAVEMENT
MARKING (TYP)
SEE DETAIL CS -533
4" WHITE STRIPE
_
AT 45° ANGLE �2' SPACING,
Q
'OQ
QO
QO
8.0' CDOT RAMP TY
c
�
OO
(CDOT STD M-608-1
CURB ON SOUTH S
OO
OO
INSTALLATION
7.00'
� 20.00'
� 7.00'
I --
WHEAT RIDGE STATION SPECIAL USE PERMIT SITE PLAN APPROVAL
SITUATED IN THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, JEFFERSON COUNTY, STATE OF COLORADO
Al7LANDSCAPE
PLANT LEGEND REQUIREMENTS
SYM. BOTANIC NAME/COMMON NAME SIZE SPACING QTY
AREA: 102,501S.F.
SHADE TREES
1PE AREA: 19,805 S.F.
AS ACER SACCHARUM'AUTUMN SPLINDER'
AUTUMN SPLENDER MAPLE 2.5"CAL. ASSHOWN 20 E REQUIREMENTS ( NOT INCLUDING R.O.W.):
GD GYMNOCLADUS DIOICUS'ESPRESSO'ESPRESSO KENTUCKY COFFEE TREE 2.5" CAL. AS SHOWN 12 E AREA REQUIRED (20%): 51,292 S.F. LANDSCAPE AREA PROVIDED: 102,501 S.F
GT GLIDITISIATRIACANTHOSINERMIS'IMPERIAL'
IMPERIAL HONEYLOCUST
2.5" CAL.
AS SHOWN
25
SITE LANDSCAPE REQUIRED (1 TREE + 10 SHRUBS/1000 S.F.)
QB QUERCUS IMBRICARIA
TREES 52 SHRUBS 520
TREES PROVIDED:
SHINGLE OAK
2.5" CAL.
AS SHOWN
23
QR QUERCUS RUBRA
R.O.W. TREES REQUIRED ALONG RIDGE ROAD (1 TREE/30 L.F)
NORTHERN RED OAK
2.5" CAL.
AS SHOWN
21
TREES 29
TREES PROVIDED
ORNAMENTAL TREES
R.O.W. TREES REQUIRED ALONG TAFT COURT (1 TREE/30 L.F.)
TREES 53
TREES PROVIDED
MM MALUS'MANZAM'
MADONA CRABAPPLE
2.5" CAL.
AS SHOWN
3
AMOUNT OF TURF ALLOWED -SITE (30%)30,750 S.F.
TURF PROVIDED
PC PYRUS CALLERYANA'GLEN'S FORM'
CHANTICLEER FLOWERING PEAR
2.5" CAL.
AS SHOWN
X12 fff
AMOUNT OF TURF -TREE LAWN
TURF PROVIDED
EVERGREEN TREES
PN PINUS NIGRA
AUSTRIAN PINE
8' HT.
AS SHOWN
4
PS PINUS SYLVESTRIS
SCOTCH PINE
8' HT.
AS SHOWN
7
DECIDUOUS / EVERGREEN SHRUBS
AR AMELANCIERANLNFOLIA'REGENT
REGENTSERVICEBERRY
5 GAL.
8' O.C.
7
CC CARYOPTERUS X CLANDONESIS'DARK NIGHT
DARK NIGHT BLUE MIST SPIREA
5 GAL.
4' O.C.
47
HH HYPERICUM X'HIDECOATE'
HIDECOATE ST. JOHN'S WORT
5 GAL.
4' O.C.
30
JA JAMESIA AMERICANA
WAXFLOWER
5 GAL.
5' O.C.
32
JH JUNIPERUS HORIZONTALIS'BLUE CHIP'
BLUE CHIP JUNIPER
5 GAL.
4'O.C.
36
PA PEROVSKIAATRIPLICIFOLIA
RUSSIAN SAGE
5 GAL.
4' O.C.
33
PP PI CEA ABIES'PULMILA'3
DWARF NORWAY SPRUCE
5 GAL.
4' O.C.
6
PB PRUNUS BESSEYI
WESTERN SANDCHERRY
5 GAL.
5' O.C.
57
ORNAMENTAL GRASSES
CAO CALAMAGROSTIS ACUTIFLORA WARL FORESTER'
FEATHER REED GRASS
1 GAL.
T O.C.
243
FEG FESTUCA GLAUCA
BLUE FESCUE GRASS
1 GAL.
2' O.C.
77
MIS MISCANTHUS SINENSIS PURPURASCENS
PURPLE MAIDEN GRASS
1 GAL.
TO.C.
15
TURF GRASS
SOD - SEE SPECS.
NATIVE GRASS
SEED - SEE SPECS.
NOTE:
ALL LANDSCAPE AREAS TO BE IRRIGATED BY AN AUTOMATIC IRRIGATION
SYSTEM. SEE IRRIGATION PLANS AND SPECIFICATIONS.
u7
DESIGNEDBY: CPC DATE: 08/28/12
DRAWNBY: CPC DATE: 08/28/12
m
`m
E 1 j DCN-FHDR-00722, REVISED LEGEND AND NOTES JAB PENDING DONF +
0 ISSUED FOR CONSTRUCTION, CDRL #7 -09,09A, REV 0 JAB 11113/12 _
LU NO. REVISIONS BY DATE eagle P3
CHECKEDBY: RMC DATE: 08/28/12
APPROVED BY: ESW DATE: 11/13/12
FLUOR[IIHDR
BRITINA
Eeslgo group
DENVER
TRANSIT
GOLD LINE
60 SHRUBS PROVIDED: 248
GRASSES PROVIDED: 335
21
46
2,808 S.F.
19,805 S.F.
below.
WARD STATION
PLANT LEGEND & NOTES
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987 or 811
CALL &BUSINESS DAYS (NOT INCLUDING INITIAL
DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG,
GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
SHEET
REFERENCE
NUMBER:
LS -001
SHEET NL
14
y
N
E
6d
LU
WHEAT RIDGE WARD STATION SPECIAL USE PERMIT SITE PLAN APPROVAL
SITUATED IN THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, LEGEND
CITY OF WHEAT RIDGE, JEFFERSON COUNTY, STATE OF COLORADO
I r I
N047IRP4GA
NATIVEr
GRASS;TYPf`
i 6
N/
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a
� 4
a
li�}11 Ly � . • •�'
\ '
i
4 AR F
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21 FE
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3 P -q \
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7 PQ
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METAL EDGING, TYP,
20 CAO ,
SHADETREE
@ ORNAMENTALTREE
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0 EXISTING TREES
02k—P] DECIDUOUS I EVERGREEN SHRUBS
PERENNIALS I GRASSES
IRRIGATEDTURF
DNON -IRRIGATED NATIVE GRASS
SEE CIVIL SPECS, TYP
IRRIGATED NATIVE GRASS, SEE SPECS
DGRAVEL MULCH TYPE 1. SEE SPECS
GRAVEL MULCH TYPE 2, SEE SPECS
METAL EDGING, SEE SPECS
CALL UTILITY NOTIFICATION
ME,
CENTER OF COLORADO
qIV4P1-800-922-1987
or 811
CALL 3 -BUSINESS DAYS (NOT INCLUDING INITIAL
l.
Know whaPs
DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG,
YCIOW.
Call before you diq.
GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
5
3 PP
3 AR
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METAL EDGING, TYP,
20 CAO ,
SHADETREE
@ ORNAMENTALTREE
EVERGREEN TREE
0 EXISTING TREES
02k—P] DECIDUOUS I EVERGREEN SHRUBS
PERENNIALS I GRASSES
IRRIGATEDTURF
DNON -IRRIGATED NATIVE GRASS
SEE CIVIL SPECS, TYP
IRRIGATED NATIVE GRASS, SEE SPECS
DGRAVEL MULCH TYPE 1. SEE SPECS
GRAVEL MULCH TYPE 2, SEE SPECS
METAL EDGING, SEE SPECS
,z
0 30 60 90
i
SCALE IN FEET
DESIGNED BY: CPC DATE: 08/26/12 CHECKED BY: RMC DATE: 08128/12 SHEET
DRAWNBY: CPC DATE: 08/28/12 APPROVED BY: ESW DATE: 11/13/12 GOLD LINE REFERENCE
NUMBER:
■ WARD STATION LS -500
1 DCN-FHDR-00722, REVISED LANDSCAPING JAB I PENDING DCN ff FLUOR ❑HDR LANDSCAPE PLAN WHEAT RIDGE
0 ISSUED FOR CONSTRUCTION, CDRL #7B -09.09A, REV 0 JAB 11113/12❑a 1111- -T. DENVFR SHEET NUMBER: ITINA TRANSIT 15 BR
NO. REVISIONS 8Y DATE eag/e P3 dWpg,oup PARTNERS I IL
CALL UTILITY NOTIFICATION
ME,
CENTER OF COLORADO
qIV4P1-800-922-1987
or 811
CALL 3 -BUSINESS DAYS (NOT INCLUDING INITIAL
l.
Know whaPs
DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG,
YCIOW.
Call before you diq.
GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
,z
0 30 60 90
i
SCALE IN FEET
DESIGNED BY: CPC DATE: 08/26/12 CHECKED BY: RMC DATE: 08128/12 SHEET
DRAWNBY: CPC DATE: 08/28/12 APPROVED BY: ESW DATE: 11/13/12 GOLD LINE REFERENCE
NUMBER:
■ WARD STATION LS -500
1 DCN-FHDR-00722, REVISED LANDSCAPING JAB I PENDING DCN ff FLUOR ❑HDR LANDSCAPE PLAN WHEAT RIDGE
0 ISSUED FOR CONSTRUCTION, CDRL #7B -09.09A, REV 0 JAB 11113/12❑a 1111- -T. DENVFR SHEET NUMBER: ITINA TRANSIT 15 BR
NO. REVISIONS 8Y DATE eag/e P3 dWpg,oup PARTNERS I IL
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SITUATED IN THE NORTH 1/2 OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, JEFFERSON COUNTY, STATE OF COLORADO
MATCHLINE SEE SHEET 14
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IRRIGATEDTURF
NONIRRIGATED NATIVE GRASS
SEE CIVIL SPECS, TYP
OIRRIGATED NATIVE GRASS, SEE SPECS
GRAVEL MULCH TYPE 1, SEE SPECS
F GRAVEL MULCH TYPE 2, SEE SPECS
DMETAL EDGING, SEE SPECS
0 30 60 90
SCALE IN FEET
DESIGNED BY: CPC DATE: 08/28112 CHECKED BY: RMC DATE: 06/26/12
DRAWN BY: CPC DATE: 08/28/12 APPROVED BY: ESW DATE: 11/13/12
F L U D R 0 H D R
L �e1OB•LOE61GNC��suLTANTS BRITINA
eagfla P3 design group
CALL UTILITY NOTIFICATION
[7�VER
TRANSIT
PARRANSI
GOLD LINE
WARD STATION
LANDSCAPE PLAN
CENTER OF COLORADO
1-800-922.1987 or 811
0 ISSUED FOR CONSTRUCTION, CDRL #7B -_09.09A, REV 0 JAB 11/13/12
CALL &BUSINESS DAYS (NOT INCLUDING INITIAL
Know. whets bBIOW.
DAY OF CONTACT) IN ADVANCE BEFORE YOU DIG
Call before Vou dio.
GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
DESIGNED BY: CPC DATE: 08/28112 CHECKED BY: RMC DATE: 06/26/12
DRAWN BY: CPC DATE: 08/28/12 APPROVED BY: ESW DATE: 11/13/12
F L U D R 0 H D R
L �e1OB•LOE61GNC��suLTANTS BRITINA
eagfla P3 design group
[7�VER
TRANSIT
PARRANSI
GOLD LINE
WARD STATION
LANDSCAPE PLAN
SHEET
REFERENCE
NUMBER:
LS -501
WHEAT RIDGE
SHEET NUMBER:
16
1 DCN-FHDR-00722, REVISED LANDSCAPING JAB PENDING DCNFASTAMICKS
0 ISSUED FOR CONSTRUCTION, CDRL #7B -_09.09A, REV 0 JAB 11/13/12
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NUMBER:
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WHEAT RIDGE
SHEET NUMBER:
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B.
4'LONG FLU ORES CENT CANOPY BEGA 4402PMOD
FOR SUBMITTAL, SUBSTITUTION, AND EQUIPMENT LIST REQUIREMENTS.
C.
QTYITYPE
SCHEDULE NOTES
1.
PARKING LOT POLES TO BE VALMONT DS210, STEEL, ROUND, TAPERED POLE WITH VIBRATION
DAMPER. MINIMUM BASE DIAMETER 7.0 INCHES- MINIMUM INSIDE DIAMETER TO
UGHT,TYPEIP65, WITH TEMPERED
CUSTOM COLOR
IN CANOPY SEE
PARKING LOT POLES TOBE25'-0"H. OAH28'-0"H. T-O'".CONCRETE BASE.
3-
PLAZA & PLATFORM POLES TO BE VALMONT OS210, STEEL, ROUND, TAPERED POLE WITH
EC
GLASS AND -20FSTART TEMP,
TO MATCH
ARCH DETAILS
1 FP5418351HO
UNIV
PLAZA& PLATFORM POLES TO BE 14'-0"H. MOUNTED ON 6"H -CONCRETE BASE.
CUSTOM MOD I
CANOPY
ONITIMECLOCKOFF-COORDINATEFINAL SETTINGS WITH RTD REPRESENTATIVE MOUNT
PHOTOCELL OUTSIDE ELECTRICAL ROOMAND AIM NORTH.
5'LONGFLUORESCENT CANOPY
BEGA
4403P MCD
7.
PARKING LOT POLES & FIXTURES TO BE FEDERAL GREEN, PLAZAAND PLATFORM POLES &
FIXTURES TO BE DETERMINED. FINAL COLOR SELECTIONS FOR ALL POLES &FIXTURES TO
SCALE IN FEET
BE APPROVED BY ARCHITECT PRIOR TO ORDERING.
UGHT,TYPEIP65, WITH TEMPERED
NOT INCLUDED WITH STATION PORTION OFPROJECT. FOR INFORMATION ONLY.
CUSTOMCOLOR
IN CANOPY SEE
EC5
GLASS AND -20FSTART TEMP,
TO MATCH
ARCH DETAILS
1
FP80183511,10
UNIV
CUSTOM 140D
CANOPY
EXTERIOR POLE WITH TYPE III
KIM
28' OAH
Cr
OPTICS AND I IOUGE-OIDC DI IIELD;
l..ANVP9Lr3ll40CM PFJTODA IOfTL
DEC NOTC 7
rOLC25'
1
140CMT C
277
140W CMPE LAMP
BASE 3'
EXTERIOR TWIN POLE WITH TYPE III
KIM
28' OAH
EPT
OPTICS AND HOUSE -SIDE SHIELD;
2SBPNPgLE3fl40CMPEJTBDIHSML
SEE NOTE 7
POLE 25'
1 EA
140CMPE
277
140W CMPE LAMP
KIM
BASE 3'
EXTERORPOLEWITHTYPE IV
28'OAH
EP4
OPTICS AND HOUSE -SIDE SHIELD
1SAAWP9LE41140CMPElT8D/HSfTL
SEE NOTE 7
POLE 25'
1
140CMPE
277
BASE 3'
EXTERIOR POLE WITH TYPE 11
KIM
28'-O'OAH
EP2
OPTICS AND HOUSE SIDE SHIELD;
1SAANP9LE21140CMPEfTBD1HSfTL
SEE NOTE 7
POLE26
1
140CMPE
277
140W CMPE LAMP
BASE 36'
PEDESTRIAN SCALEPOLETYPE III
KIM
1SAWP9SE3160CMPEITBD/TL
14'-6'OAH
EPP
OPTICS; BOW CMPE LAMP
SEE NOTE 7
POLE 14'
1
60GMPE
277
BASE 6'
TWIN PEDESTRIAN SCALE POLE
KIM
2SB/WP9SE3160CMPE/TBDfTL
14'-6'OAH
EPPT
TYPE N OPTICS; BOW CMPE LAMPS
SEE NOTE 7
POLE 14'
1 EA
60CMPE
277
BASE 6'
TWIN FEDESTRIAN SCALE POLE
KIM
2SBIWP9SE3190CMPE/TBDITL
14'-6-OAH
EPPCT
TYPE III OPTICS, BOW LAMP
SEE NOTE 7
POLE14'
1 E
90CMPE
277
BASE 6'
PESDESTRIANACORN-STYLE CITY
HADCO
CBS 89-CL52-40LED-A-B LACK ON
OF WHEAT RIDGE LED POLE TOP
MOUNTAIN STATES POLE#12SRA-
14-B" OAH
EST
4.0(.220}TEN13-X3--GFI-VBC-ABC-BK
BLACK
POLE 12'
1 EA
INC W1 UNIT
INPUT f SCH
WATTS NOTES
60 5
90 5
153 1,2,5
306 1,2,5
153 1,2,5
153 1,2,5
58 3,4,5
136 3,4,5,6
196 3,4,5
40 8
FIXTURES
IN THS SCHEDULE ARE STATION SPECIFIC.
WATTAGES FOR CERTAIN FIXTURE TYPES MAY VARY PER STATION.
GENERAL NOTES
A
FLUORESCENT BALLASTS SHALL BE ELECTRONIC UNLESS OTHERWISE NOTED.
REFER TO SPECIFICATIONS
B.
CONTRACTOR TO BID BASED ON THE FIXTURE SCHEDULE ONLY. REFER TO SPECIFICATIONS
FOR SUBMITTAL, SUBSTITUTION, AND EQUIPMENT LIST REQUIREMENTS.
C.
CONTRACTOR TO SUPPLYUNIT PRICES AT TINE OF BID. LOT PRICES ARE UNACCEPTABLE -
SCHEDULE NOTES
1.
PARKING LOT POLES TO BE VALMONT DS210, STEEL, ROUND, TAPERED POLE WITH VIBRATION
DAMPER. MINIMUM BASE DIAMETER 7.0 INCHES- MINIMUM INSIDE DIAMETER TO
ACCOMMODATE ALL CONDUITS NECESSARY. MINIMUM WIND SPEED RATING OF 100 MPH.
F 2.
PARKING LOT POLES TOBE25'-0"H. OAH28'-0"H. T-O'".CONCRETE BASE.
3-
PLAZA & PLATFORM POLES TO BE VALMONT OS210, STEEL, ROUND, TAPERED POLE WITH
MBRATIONDAMPER. MINIMUM BASE DIAMETER 5.5INCHES. 20'-0"POLECUT DOWN TO14'-0"
N
MINIMUM INSIDE DIAMETER TO ACCOMMODATE ALL CONDUITS NECESSARY- MINIMUM WIND
SPEED RATING OF 100 MPH.
r 4.
PLAZA& PLATFORM POLES TO BE 14'-0"H. MOUNTED ON 6"H -CONCRETE BASE.
5.
LIGHTING CONTROL VIAPOWERLINK CONTROLLER IN PANELBOARD. PHOTOCELL
ONITIMECLOCKOFF-COORDINATEFINAL SETTINGS WITH RTD REPRESENTATIVE MOUNT
PHOTOCELL OUTSIDE ELECTRICAL ROOMAND AIM NORTH.
6.
ARROWS ON PLAN INDICATE DIRECTION OF OPTICS FOR FIELD ROTATION OR MOUNTING.
0 10 20 30
7.
PARKING LOT POLES & FIXTURES TO BE FEDERAL GREEN, PLAZAAND PLATFORM POLES &
FIXTURES TO BE DETERMINED. FINAL COLOR SELECTIONS FOR ALL POLES &FIXTURES TO
SCALE IN FEET
BE APPROVED BY ARCHITECT PRIOR TO ORDERING.
8.
NOT INCLUDED WITH STATION PORTION OFPROJECT. FOR INFORMATION ONLY.
DESIGNEDBY. MJS DATE: 11/11/11 CHECKED BY: DATE: SHEET
DRAwNBY: SMF DATE: 11/11/11 APPROVED BY: DATE: GOLD LINE REFERENCE
m NUMBER:
�� F WARD ROAD STATION SDS -520
E "Now"ill FL U O R ❑ H D R � '• " ��'-• LIGHTING DETAILS, SCHEDULES AND CUTSHEETS WHEAT RIDGE
1 DCN-FHDR-00722, SHEETADDED _ MJS PENDING DCN _ _ `�' "� "' DENVER SHEET NUMBER:
NO. REVISIONS I BY DATE eagle P3 �GLOB4LOE51GNEONSULTPNTS TRANSIT SHEET 2 20
PARTNERS
v
0
m
A
U
m
E
c
IY
rn
)
EAGLE P-3 (WARD ROAD STATION)
REFERENCE LIGHT FIXTURE
SCHEDULE FOR POLE SPECIFICATION.
IEADS
REFERENCE LIGHT FIXTURE
SCHEDULE FOR POLE SPECIFICATION.
Calling and wall IUm9rlakes
—.kw. Oiacadaiminum end Cape lded (o'an aYardun mtireian.
The settle r oon6nuou and g—idihtto poNde mei lwXgldlh—IM.
FempiNetaoxawob�d mSsoeti vid e:dtieedP�'f!•Idea bi?lm
aeurglefe :.Thaho :maurrti di ty tethe oa.-z.:dE
aigager® jix6ionbm AB etrr�iien ueai mite eene4,ctienin medna,
grub wd coMw firm,
late
EaatncxF,geeo11ruaa4 ;e4n' dg°okhFaudeggWsgolietnhuh:oamem�wdldmmts msdweamthe
mqdmmda
vpililvha
Ekpblokt tsmplrolden:.FlumeeceM T6 HC.46 miYkyD N -pin Bel4pta;
irmegralebdronic, unrreroel wlto�t?OV IN 277V,dome P,-HPF,
pogrom �, iiuwnian start ta?WaraWeof 0^F(-90°Famrttei�perAure
"al"1
ev4lttltia 64 Wtang; m!wlt N•Be"a" r4ipitym
rolNFly chid tloY4tihetyaiern el the aria d'.lamp fqe 5tengeidT56mping
ayelltbbmiegiwd. _
RritYeAviltrhlo nleraatrdma SEGR•mlaa::mee(c (moq; v fele (V'VfTk
9u¢e(BRZj; BNar(6LL). To apadly,adlepprapieteeuExtog
rwrnhec.cua:an cd--ppred coaporia/ order.
LA 03m, aftahletorwot bcallana. p doe IF66.
Nae: EG
BEGA Fmduo[:
pf08 1;
Vordgm
Color:
OptldnB:
Modif<ed:
HANDHOLECOVER
HANDHOLE COVER
GROUND LUG.
° .'
BASE COVER
is■■ FLUOR 1 H D R � f� -'
ft
eagle P ❑eLo""`"ES'G"coNSYLT•~TS ` �'
z�
1" NON -SHRINKING GROUT W/
1"NONSHRINKING GROUT WI_
NO. REVISIONS BY DATE
3/4" MIN. CHAMFER
3/4" MIN. CHAMFER
(4) 1" DIA x 5-1/2'W14-1/2" PROJECTION. THREAD F1554
-
_ -----
GRADE 36 ANCHOR BOLT - LAP ANCHOR BOLT TO PIER
- - r
VERTICAL REINFORCEMENT - ADJUST PIER TIES TO
ACCOMMODATE VERTICAL REINFORCEMENT LOCATIONS -
GRADE 36 ANCHOR BOLT - LAP ANCHOR BOLT TO PIER
COORDINATE WITH POLE SUPPLIER FOR ACTUAL ANCHOR
m
VERTICAL REINFORCEMENT - ADJUST PIER TIES TO
BOLT PATTERN.
" 4'-6" CONTACT LAP SPLICE
r
COORDINATE WITH POLE SUPPLIER FOR ACTUAL ANCHOR
EXOTHERMICWELD
BOLT PATTERN.
(,06-Bar9wFUtg
-III
CONNECTION
REFERENCE SITE ELECTRICAL PLANS FOR CONDUIT
_4 61 CONTAOT LAP SPLICE
F
EXOTHERMIC WELD CONNECTION
REQUIREMENTS. ADDITIONAL CONDUITS REQUIRED FOR
-
- -
POLES WITH CAMERAS AND/OR FUTURE CAMERAS.
REFERENCE SECURITY SYSTEM PLANS FOR CAMERA
REQUIREMENTS. ADDITIONAL CONDUITS REQUIRED FOR
DETAILS.
PVC STUB OUT
POLES WITH CAMERAS AND./OR FUTURE CAMERAS.
PVC STUB OUT
4
;o MIN. DEPTH 30"
MIN, DEPTH 30-
B.F.G.
- = :r77=
8 F.G.
DETAILS.
"
GROUND ROD 10'-0" LONG X 3/4" DIA., 4" MINIMUM
BELOW SURFACE, 5" MINIMUM AWAY FROM BASE.
PVC STUB OUT
a
-
(8)#7 VERTICAL REBAR,
_
4 MIN. DEPTH 30"
°
#4 CIRCULAR TIES W/ MIN. 1'-6"
•
B.F.G.
LAP @ ENDS. - MIN TIE INSIDE
DIA. 10-1/2".
GROUND ROD 10'-0" LONG X 3/4" DIA., 4" MINIMUM
� 24" DIA.
A-10 0
a 471A ett
PARKING
LOT
POLE BASE DETAIL
t N
ALE
BEGA• 15 10008EGAWay,Carpintada.GA83013
IEADS
REFERENCE LIGHT FIXTURE
SCHEDULE FOR POLE SPECIFICATION.
Calling and wall IUm9rlakes
—.kw. Oiacadaiminum end Cape lded (o'an aYardun mtireian.
The settle r oon6nuou and g—idihtto poNde mei lwXgldlh—IM.
FempiNetaoxawob�d mSsoeti vid e:dtieedP�'f!•Idea bi?lm
aeurglefe :.Thaho :maurrti di ty tethe oa.-z.:dE
aigager® jix6ionbm AB etrr�iien ueai mite eene4,ctienin medna,
grub wd coMw firm,
late
EaatncxF,geeo11ruaa4 ;e4n' dg°okhFaudeggWsgolietnhuh:oamem�wdldmmts msdweamthe
mqdmmda
vpililvha
Ekpblokt tsmplrolden:.FlumeeceM T6 HC.46 miYkyD N -pin Bel4pta;
irmegralebdronic, unrreroel wlto�t?OV IN 277V,dome P,-HPF,
pogrom �, iiuwnian start ta?WaraWeof 0^F(-90°Famrttei�perAure
"al"1
ev4lttltia 64 Wtang; m!wlt N•Be"a" r4ipitym
rolNFly chid tloY4tihetyaiern el the aria d'.lamp fqe 5tengeidT56mping
ayelltbbmiegiwd. _
RritYeAviltrhlo nleraatrdma SEGR•mlaa::mee(c (moq; v fele (V'VfTk
9u¢e(BRZj; BNar(6LL). To apadly,adlepprapieteeuExtog
rwrnhec.cua:an cd--ppred coaporia/ order.
LA 03m, aftahletorwot bcallana. p doe IF66.
Nae: EG
BEGA Fmduo[:
pf08 1;
Vordgm
Color:
OptldnB:
Modif<ed:
HANDHOLECOVER
GOLD LINE
WARD ROAD STATION
GROUND LUG - _ °
BASE COVER
is■■ FLUOR 1 H D R � f� -'
ft
eagle P ❑eLo""`"ES'G"coNSYLT•~TS ` �'
z�
LIGHTING DETAILS, SCHEDULES AND CUTSHEETS
SHEET 3
1"NONSHRINKING GROUT WI_
NO. REVISIONS BY DATE
-
3/4" MIN. CHAMFER
— -
(4) 1" DIA. x 5-112"W/ 4-1/2' PROJECTION. THREAD F1564
t
GRADE 36 ANCHOR BOLT - LAP ANCHOR BOLT TO PIER
VERTICAL REINFORCEMENT - ADJUST PIER TIES TO
Tha�luniredea
ACCOMMODATE VERTICAL RFINFORCEMENT LOCATIONS^ter
mounrbealitbd
COORDINATE WITH POLE SUPPLIER FOR ACTUAL ANCHOR
BOLT PATTERN.
(,06-Bar9wFUtg
_4 61 CONTAOT LAP SPLICE
F
EXOTHERMIC WELD CONNECTION
-
-
- -
REFERENCE SITE ELECTRICAL PLANS FOR CONDUIT
'-
REQUIREMENTS. ADDITIONAL CONDUITS REQUIRED FOR
POLES WITH CAMERAS AND./OR FUTURE CAMERAS.
p
REFERENCE SECURITY SYSTEM PLANS FOR CAMERA
- = :r77=
'
DETAILS.
PVC STUB OUT
PVC STUB OUT
_
4 MIN. DEPTH 30"
MIN. DEPTH 30"
❑ p
B.F.G.
B.F.G.
GROUND ROD 10'-0" LONG X 3/4" DIA., 4" MINIMUM
lump
y02p M3 1-ee W RMwoo
A-10 0
a 471A ett
BELOW SURFACE, 5" MINIMUM AWAY FROM BASE.
• r#rrexs:�aml.mdeo,.em
4
°
-
BEGA• 15 10008EGAWay,Carpintada.GA83013
(805)886-4533 FAX(OW)ISM1474 sssv.baga--.com
1507 VERTICAL REBAR,
Oc WQlh4BWA-U52M0 UpdetW11/10
'
4,4 CIRCULAR TIES W/ MIN. 1'-6"
LAP @ ENDS. - MIN TIE INSIDE
}
DIA 10".
18" DIA.
TRANSITION PLAZA
POLE DETAIL
O SCALE
_BASE
DESIGNED BY:MJS DATE 11(11/11 CHECI4=D BY: DATE _
DRAWNBY: SMF DATE: 11/11111 APPROVED BY: DATE:
—
GOLD LINE
WARD ROAD STATION
SHEET
REFERENCE
NUMBER:
SDS -521
1 DCN-FHDR-00722, SHEET ADDED MJS PENDING DCN
is■■ FLUOR 1 H D R � f� -'
ft
eagle P ❑eLo""`"ES'G"coNSYLT•~TS ` �'
DENVER
PARTNERS
LIGHTING DETAILS, SCHEDULES AND CUTSHEETS
SHEET 3
WHEAT RIDGE
SHEET NUMBER:
21
NO. REVISIONS BY DATE
r
1I15tesetform
lam uaIrm
EP..EPi, EP1, EP4
Catalog number:
his: nein elfin timidde F.M opNia.
'I Swpaae2 13ee W.rrP3:4
select Pole Ran Klin Fble c :.: If pole I. piwiiied byodie
Specifications
Dimensions-ElecUonic,BdhSst
WF%LE
large Ek 11.l 05MH tlast
20010400 watt P
Mogul Base Lammas
EPA .95
Maximum wekft:
35 lb. etedmnrc co=
TOP
hxr35xa u� clow
i w-44 10i6P' 6t4'1
IN.Pmnl r�xDIITI IaPamm7
FRONT SIDE
lroi9�7
BOTTOM
tetJCY�°e
- . U.S. Patarxt D566,521
02010 KM UBHnNG INC. - P.O. Box B00a0. MY a
CA 017164MM
EAGLE P-3 (WARD ROAD STATION)
WP9LE
WARPS"'- Large, electronic
revision 1 IA 6110 • Wpgie.pdi
Approvals:
Date:
Page:1 of 4
Housing: Orieymieoe die-cast, low copper fc0,6%' Cu)
aluminum alloy with integral amlingribs oeerthe electrical
compartment. Solid balhier.xell separates Optical and
electrital compartmerds: A single die-cast aluminum
cam -latch proirfdes 'plositive .l ckirg and seating of the
qapaccaal chamber. A w"iede extruded and vulcanized
silieore gasket seals the hahsirg against the lenssurface.
Electronic Ballast Module: Otte -piece die-� low.
copper (-A6% Cu) aluminum alloy with moll cooling
fd7s over e5ppised bo" surface, integral hinges andslrle
latch with stainless steel hardware provides oto -tool
notating and removal from housing. All elect onlc
comportents are UL and CSA recognized and motmted
dirmilyro the ballast tray for maAmrrrm heat d'adpation.
Lens- Clear -. thick tempered glass lens retained by
a stainlesssieel piano hingeard a sin edierastaluminum
cam-W&The edges are camouiffoq to coral the outer
portion of the housing-
Rrtiector M1lihde: High specular gptical segment; ate
r gidly mounted whhin:carderpbtes In maintain form, No
areplacedplaced on the reflective tufto. The en ire
assembly is rotatable in 90, increments and fastened to the
housing as a one -pike module: The appropriate socket
IS :;dTattached to the refloobt moduim:
Supper Aum- Heavy c.* lawaluminum alloy with
stainlesssteel mounting bolls. A pole reinforcing plate
is provided with re strain relief Atm is drauiar cta for
mrxhd
pde-
Finish thermoset polyester powder coat paint,
2.5 rail nominal :thickness, applied over a titamled
zirconium conversion coatirg, 2500 hour sal spray tet
endurance noting. Standard colors are Black, Dark Branae,
Stealth Gtayw, Platinum Sik% or White. Custom colors
are available.
CAUTION: Rxdures most be grounded in accordance with
national, Sate acxllor local electrical codes, Failure to do
so may result in serious personal injury.
Listings and Ratings
L OLL 1 ted mi AmbhaM
`Suitable for wet locations.
lam aMnNG R63EAVOT AIGMTO C14MMaPECPCAlIMINITICANOTICE
5647010320
lResetFormI
WM LICHMO
Type: EPP. EPFT, EPPCT
Job:
Catalog number:
/ ! r
Aft. rbwrela:� "L I"b CIO—
L_
O P
L_ eaP.e2 JL� 5-PP3
—JSMpes.a
slot pde (rear IICun able C rafuy a pule is pwid d by erten irwkW. O.D. forams 5111%
Specifications
WPa4E
Snap FJactronle Ballast
to 1&l wan
P1,64 and PL
Medium Base Lamps
EPA52
Maximum might:
C*
17It.el
171b. 9karanic
TOP
(39.1r N� (227A—) 1141.3 mm7
FRONT SIDE
Cal. irrm) I
k,L_
wwm wnras. U.S. Patent D568,521
WP9SE
WARPS`- Small, electronic Ceiling and wall lumineirias
revision 11116+10' wp9se4x#
Approvals:
Date:
Page:1 of 5
Housing: One-piece die-cast, low copper (c0.6% Cu)
aluminum alloy with integral cooling ribs over the electrical
comparirnent. SolidbanierNallseparatesoptiraland electrical
compartments. A single die-cast aluminum camlatch provides
positive Locking and sealing of the optical charr6a. A onopleee
ewruded an i vulcanized sikorte gasket 5ealsthe housing agairst
the lens surface.
Electronic Ballast Module: One-piece dk-catt low copper
(N.6% CtO aluminum alloy with integral coaling ribs over
egoosed bottom surboe. Integral hinges and slide latch with
steinlesa steel hardware provides no -tool mourning and removal
from housing. All electronic components are UL and GSA
retognFaed and mounted directly ro the ha betray for maximum
heat dissipalbn.
Lens: Clear i'ie'thick tempered glass lens retained by a stat mess
sted pear it hinge and a single d"recast aluminum rant -Latch. The
edges are camouflaged to conceal the outer porton of the
housing.
Reflect" Modula: High specular optical segments are dgdly
mounted within carrier plates to maintain form. No fasteners are
plated on the reflective surface. The entire aseribly is rotatable
in 90e Increments and fastened to the homing as a onePiete
module. The appropriate socket isriodly attached to the reflector
module
Support Arm: Heavy coq, low copper aluminum alloy with
stainles steel mounting ticks. A pole reiriliptcing plate sprovided
With wire strain relief Arm escircular cut for specified round pole.
Rnish: Slpe'TGIC thermoset polyester powder coatpaiM, 2S
mil nominal thickness, applied over a titanaled zirconium
conversion coating: 250D hour sal spray test eriurance rating.
Standard colons are Black, Dark Bronze, Stealth Gray', Platinum
Si* or White. Custom colors are available
CAUTION: Fixtures most be grounded in ac ordance with
national, state arldfor local electrical codes, Failure to do so may
result in serious personal injury.
Listings and Ratings
- L cUL 15 CE I IP66 RatedA n l�
`Suitable for wet locations.
IOM UGHIM IESEWES RE RGHTM CHANGE S`BCIFlCJ OW WnTlo f NOTICE
Iloeasng: detest
7rra.ixotls are t;bn4anruumouins aapswe111aC�to snaluminumMn son,
oc m
nousing.
FeCaIYaDB la rartafraEteo iR aefe8tarlD adNOeb plBDea tYBI0e0 to film
a age leuepate iiia aoushig molests notedly to the cearp MwaA o`ror a
�Ide perp Iprtiitontacr: Aa aumlmrixusau n the mrstucam tsmenne
gtataandcePPer'aea• .. - -
6laesre'eCFaceplaSBlb wriatrudito or ola ca lata m rumd aluminum
:protea wean tb'tam'a 5l0pta-mpiplaio ;wAid to the ba6ing-withdeplive
staldewaladlWhanars. TarnparWVJhI a W VADu. FUIY(»--With
a mlonsa site6goomot
3atbel:Bo"RU?W175 rW 2tnatlr,ae.ta-can,, ema.t
mtagrefBIvp120.Jr
HPF,
Woglm smrrt, mhlm:m clad tmpw*Ure an^ F ssuaats have arcuity to
r9pebty;lat perm the 4,00m aura arc crimp aa. star4am Ts"lernplrp
a4apsb917rrr6quEet - -
Finish: AlaWOInfour 9krttlaMSE43A0010M13130k kVa70eMI14T);
Bron MM: su ar (9M. Tb spa^ ail appropriate ssmxto cataleg
numtiec custom columsupphjtl on special order.
UL Batea,saltable for Wet.IDmao115. PMtaOaal CIM FW.
Thole lurtraase
meiutt to a witical.
8aeg`A"
'bb)[PYoMl;1d.
a
❑ c
Ixam' I.— A 6 G
4403P r3 1 BOW R-76 NO 700D 4 69% %V.
- Eat-awlt tcaxW T6mprB AM=s
TYPO: EC5
BEGA Product:
Pfoied:
Voltage:
Color.
Option%:
Modified:
BEGA-US 1000BEGAWay,Cmphttena,CA93o13 (605)B64-Dsm FAX (so5)5Ba-9474 w ,Imtga-ws cixt
CouPYTIAMBESA-MMO Upddd11H0
DESIGNED BY: MJS DATE: 11111/11 CHECKED BY: DATE: SHEET
DRAWNBY: SMF DATE_ 11/11/11 APPROVED BY: DATE: GOLD LINE REFERENCE
NUMBER:
FALSTE■ WARD ROAD STATION SDS -522
°■•' FL U O R 71 H D R MIXfrac LIGHTING DETAILS, SCHEDULES AND CUTSHEETS WHEAT RIDGE
1 DCN-FHDR-00722, SHEETADDED MJS PENDING . : LTpMs DCN a. o — ` y��' DENVER SHEET NUMBER:
NO. REVISIONS BY DATE eagle P3 ❑GLo L E51GNC NSUPARTNERS SHEET 4 22