HomeMy WebLinkAboutSDP201900029 Correspondence 2020-09-28 (2)GENERAL NOTES
MARTHA JEFFERSON HOSPITAL PARKING
OWNER/DEVELOPER:
MARTHA JEFFERSON HOSPITAL C/O SENTARA HEALTHCARE
6015 POPLAR HALL DRIVE, SUITE 214
NORFOLK, VA 23502
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESVILLE,VA 22902
(434)293-3719
TAX MAP NO.:
07800-00-00-02OM4 DB 4935 PG 500
TOTAL PROJECT AREA:
38.49 ACRES TOTAL (PROJECT AREA = 1.45 AC)
ZONING:
PLANNED DEVELOPMENT MIXED COMMERCIAL WITH PROFFERS (ZMA 01-015),
PRESERVED AND MANAGED STEEP SLOPES OVERLAY AREA. 100 YR FLOODPLAIN
OVERLAY DISTRICT
TOPO & SURVEY:
SURVEY PROVIDED BY ROUDABUSH & GALE DATED JUNE, 2017. TOPOGRAPHY IS
AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DATED JANUARY,
2011. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY 2019.
DATUM:
NAD83, NAVD 88
EXISTING TERRAIN:
GRASS LANDSLIDE BERM AND OPEN SPACE AREAS FOR THE USE OF THE HOSPITAL
WITH A PEDESTRIAN TRAIL.
PROPOSED:
PARKING LOT ADDITION TO SERVE THE CANCER TREATMENT WING OF THE
HOSPITAL
WATER SUPPLY PROTECTION AREA: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN
DENSITY:
NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
GREENWAY DEDICATION:
NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
BUILDING HEIGHTS:
NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
SETBACKS:
NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
SUBDIVISION STREETS:
CURB & GUTTER
UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER
AGRICULTURAL/ FORESTAL DISTRICT: NONE
LIGHTING:
PARKING LOT LIGHTING AS SHOWN ON THIS AMENDMENT PLAN. LIGHTING SHALL
CONFORM TO ALBEMARLE COUNTY LIGHTING AND DARK SKY ORDINANCE.
LANDSCAPING:
A LANDSCAPING PLAN AS SHOWN HAS BEEN DESIGNED IN ACCORDANCE WITH
ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9.
TRASH RECEPTACLES:
NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
PHASING:
THIS SITE SHALL BE DEVELOPED IN ONE PHASE.
PARKING:
OVERALL MARTHA JEFFERSON HOSPITAL PARKING CALCULATION (THROUGH
SDP201500062):
NUMBER OF PARKING SPACES CONSTRUCTED: 1,958 SPACES
NUMBER OF PARKING SPACES REMOVED IN SDP2015-00062: 31 SPACES
NUMBER OF PARKING SPACES REMOVED IN THIS PLAN: 19 SPACES
NUMBER OF PARKING SPACES ADDED IN THIS PLAN: 66 SPACES
TOTAL NUMBER OF PARKING SPACES REQUIRED W/ POB: 1,641 SPACES
TOTAL NUMBER OF PARKING SPACES: 1,974 SPACES
NOTE: A 20% INCREASE OVER THE REQUIRED PARKING IS ALLOWED PER THE
ALBEMARLE COUNTY ZONING ORDINANCE. THE TOTAL ALLOWABLE PARKING
(INCLUDING A 20% INCREASE) IS 1,969 SPACES. THIS SITE PLAN WILL EXCEED
THE TOTAL ALLOWABLE PARKING BY (5) SPACES. THEREFORE, (5) EXISTING
SPACES WITHIN THE EXISTING MJH HOSPITAL PARKING LOT WILL NEED TO BE
STRIPED FOR NO PARKING OR REALLOCATED FOR ANOTHER USE, SUCH AS
TRAILHEAD PARKING SPACE FOR THE COUNTY AND PUBLIC TO ACCESS THE
RIVANNA TRAILS.
STREAM BUFFERS/FLOODPLAIN:
NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
RETAINING WALLS:
NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN
RECREATION:
NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
LAND AREA:
PARKING AND TRAVELWAYS 0.52 AC. (35.8%)
SIDEWALKS: 0.03 ACRES (2.1%)
IMPERVIOUS AREAS (WITHIN LIMITS OF PROJECT AREA): EXISTING PROPOSED
PARKING AREAS AND TRAVELWAYS: 15,330 SF 22,885 SF
SIDEWALKS: 3,690 SF 1,400 SF
TOTAL:
19,020 SF 24,285 SF
PAVED PARKING AND CIRCULATION
AREA: 38,215 SF
CRITICAL SLOPES:
NO STEEP SLOPES ARE WITHIN THE LIMITS OF THE PROJECT AREA.
BURIAL SITES:
NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE
WITHIN THE LIMITS OF THE PROJECT AREA.
STORMWATER MANAGEMENT: A DRY STORMWATER MANAGEMENT DETENTION CELL AND WATER QUALITY
SWALES SHALL BE CONSTRUCTED AS SHOWN ON THE GRADING AND DRAINAGE
PLAN. ADDITIONAL WATER QUALITY NUTRIENT CREDITS AND/OR SWM
DEDICATED PRESERVATION AREA MAY BE REQUIRED TO ACHIEVE THE NECESSARY
REMOVAL RATES FOR THE DEVELOPMENT. A FINAL WPO AND VSMP PLAN SHALL BE
SUBMITTED FOR REVIEW AND APPROVAL, PRIOR TO LAND DISTURBING
OPERATIONS AND PRIOR TO FINAL SITE PLAN APPROVAL.
LOT EXPANSION (SDP2019=00029)
MINOR SITE PLAN AMENDMENT #3 TO
SITE PLAN SUMMARY:
ORIGINAL SITE PLAN: SDP-2008-16 - ORIGINAL MARTHA JEFFERSON HOSPITAL SITE PLAN
SITE PLAN AMENDMENT #1: SDP-2008-00088 - PARKING LOT MODIFICATION AT WILLIS ROAD AND
STATE FARM BOULEVARD
SITE PLAN AMENDMENT #2: SDP-2008-00187 - SIDEWALK MODIFICATION AROUND SWM FACILITY
AND SIDEWALK CONNECTION TO STATE FARM BOULEVARD
SITE PLAN AMENDMENT #3: SDP-2010-00050 - AMPHITHEATER SITE PLAN
MAJOR SITE PLAN: SDP-2009-00090 - MAJOR SITE PLAN FOR MARTHA JEFFERSON HOSPITAL AND
ADDITION OF THE PARKING GARAGE
SITE PLAN AMENDMENT #1: SDP-2011-00023 - LANDSCAPING PLAN FOR THE MARTHA JEFFERSON
HOSPITAL CAMPUS
SITE PLAN AMENDMENT #2: SDP-2015-00062 - MINOR SITE PLAN AMENDMENT FOR THE HELIPAD
SITE PLAN SDP-2009-00090
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
c
11%
0
SENTARA MARTHA
JEFFERSON HOSPITAL
�O
- -- ---
NOTE: LOCATION OF (5) PARKING SPACES TO - ,SHEET LAY6 UT
BE STRIPED OUT OR RE -ALLOCATED FOR
TRAILHEAD PARKING FOR THE RIVANNA TRAIL.
SCALE: 1" = 100'
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VICINITY MAP
SCALE: 1" = 1000'
O
O
/ LEGEND
ROADS
EXISTING CULVERT
Q DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED PAVER (IMPERVIOUS)
BENCH MARK
T VOOT STANDARD STOP SIGN
- - - -200- - - - EXISTING CONTOUR
SHEET INDEX
L 'I
j S 1 TITLE SHEET
COVER 1
I EXISTING CONDITIONS 2
LAYOUT PLAN 3
GRADING, DRAINAGE, & UTILITY PLAN 4
NOTES & DETAILS 5
LANDSCAPING PLAN 6
/ LIGHTING PLAN 7
TOTAL SHEETS 7
NOTES:
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING
WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND
UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS.
THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR
TO ANY WORK ONSITE.
ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO
PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR
SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. SIDEWALK WILL BE
REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK
THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE
WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS
WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE
SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED.
ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD.
APPROVALS I DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
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GENERAL NOTES: \ '__1
1. NO FLOODPLAIN EXISTS ON THE SUBJECT SITE PER FEMA S \ / / / / I \ I \ \ x O ��
FLOODPLAIN MAPS # 51003CO289D.
2. NO STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. \ �S \ / // / I �r \ S 9F SCOTT R. LLINSZ
3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL �_ \ \ / \ \ \ � \\ No. 35791
INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF a a
UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, \ / /// _ \ I / \ \ \ ° \ LSD \ °po 09/08/20 r�4
AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE \ / / \ \ 1 \ \ 2 \ Ss �Gl
/ CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION /� / / / I a \ Q lONAL F,
\ — AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY \ / ��� + \ S17
SEWER, STORM SEWER, AND WATER -SERVICE PIPING; C I
\ / = UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE
CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED XISTING 4' CONCRETE WALKWAY TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES / / . ' / / / /
SERVING THE PROJECT SITE.
4. CONTRACTOR SHALL VERIFY SIZE, TYPE &LOCATION OF EXISTING
WATER LINES ON THE SITE.
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EX. RIM=Szl.00 m m m � m
EX. INV. OUT=525.8o (iz" RCP) a
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S 6' EXISTING ASPHALT WALKWAY/
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XISTING LIGHT POLE \ / \ / \ l \ > > > >
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— — — — 1 1 Z
BENCHMARK + \ / \ \ \ I / 4 1 U-
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\ \ BERMS TO BE REMOVED
EXISTING LANDSCAPED
EXISTING DI-i(STR-zi) /
XISTING ISLAND TO REMAIN
/ \ I EX. RIM=522.20
V. X. ININ S13 44 (lz" RCP)
EX. INV. IN 511.80 (zl" RCP)
EX. INV. OUT=5o6.29 (24" RCP)_ U /
��EXISTING CURB
TO BE REMOVED
EXISTING PARKING AREATO BE MODIFIED —
/ / — \ \ / EXISTING UTILITY EASEMENT w 24 / D.B. 4077, PG. 313-318—
// EXISTING TREE TO BE REMOVED (TYP.)
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EXISTING LANDSCAPING TO / / I // I I I Uj� / ■ Q
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XISTING PARKING AREA TO REMAIN / // \\ � \ 1 � � � j I / � � � O � z
EXISTING FIRE HYDRANT \ \ EXISTING 4' CONCRETE WALKWAY A l ( C � / / c, N Z
TO BE RELOCATED N / / / � Z
EXISTING 20' UTILITY EASEMENT— I Q Q O
D.B.4005, PG. 469 S I iLu
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EXISTING zi" RCP STORM SEWER / C / XISTING 8" DI WATERLINE \ \ / J J
EXISTING 6 CONCRETE WALKWAY / \ \ / 07 I� Lu
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PORTION OF EXISTING 6' CONCRETE 52 / \ \ \ \ 23 / / v / 0-
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EXISTING PRIVATE 8" PVC SANITARY SEWER �� 525 —� / \ \ a / ■ O I I (I ( SENTARA MARTHA JEFFERSON J /— \ a °
OUTPATIENT HOSPITAL a Q
CANCER CENTER ' 8
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\ \\ EXISTING DRAINAGE INLET \ . CFSSROq Lu O
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C/O SENTARA HEALTHCARE I '_ 525 \
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JOB NO.
IN FEET) /-' \ \ 192162
SCALE
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525 1 „=20'
4���- l/ / SHEET NO.
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KISTING 4' CONCRETE WALKWAY s
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EXISTING 6' ASPHALT WALKWAY XISTING PARKING AREA TO REMAIN
NOTES:
i. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL PROPOSED DRY STORMWATER
NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. DETENTION CELL WITH LANDSCAPING
ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE = TIE-IN TO EXISTING CURB
•u e
PARKING SPACE THEY SERVE.
z. ACCESSIBLE PARKING SPACES TO HAVE SIGNAGE IN nl
ACCORDANCE WITH THE VCONSTRUCTION CODE. MARKINGS
PAINTING ASPHALT ONLY MARKINGS DO NOT COMPLY.
„^ /—PROJECTBOUNDARY
SENTARA MARTHA JEFFERSON
OUTPATIENT HOSPITAL --
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JOB NO.
192162
SCALE
1 "=20'
SHEET NO.
3
520
400
XISTING &ASPHALT WALKWAY IYD-i, 24" YARD DRAIN \
/z �\ TIE-IN TO EXISTING DI Sigma-.`\0 WITH DOME GRATE /
RIM-5i8.66 INV=5i6.5o
INV. IN=5i5.go, \Zo
DRAINAGE DIVIDE\�a PROPOSED DRY STORMWATER
` P /���L� � i - • `
Sz DETENTION CELL WITH LANDSCAPING
EXISTING DI-2A(STR-2iP,) \ �� �
EX. RIM-5n.00
EX. IN/.OUT=5i5.8o (12"I RCP) 5 .�
ao: Ss \ PROPOSED z' CURB CUT �
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530
530
YD-2 -18" YARD DRAIN
RIM=52o.83, INV. 5a7.83
525 EXISTING 5�5
GRADE YD-3 -18" YARD DRAIN
PROPOSED RIM=52a.o8, INV.=5a8.o8
GRADE
520 520
AL::
22" HDPE
515
39.5' Qa o.63%
515
f64.0'@0.52%
HDPE
INV. OUT=5i7.5o
TO RIPRAP OUTFALL
510 5so
Ln
N N N N N N
L Lh
+00 1+50
YD-3 - SWM PROFILE
VERTICAL GRAPHIC SCALE
5 O 2.5 5 20
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
50 O 25 50 IOU
( IN FEET )
1 inch = 50 ft
Structure
Area
Cw
to
(Acres)
(Min.)
YD-1
1.07
0.70
6.5
YD-2
0.23
0.75
6.0
YD-3
0.35
0.75
6.0
EX-21
0.05
0.75
5.0
EX-21A
0.21
0.75
6.0
DRAINAGE DESCRIPTIONS
STIR.
PIPE INFORMATION
INLET INFORMATION
NO.
DIA.
(in.)
LENGTH*
(ft.)
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLETTYPE
Curb
Type
RIM
ELEVATION
COMMENTS
YD-3
18" YARD DRAIN
N/A
521.08
VDOT STD. IS-1 REQ'D
12
39.50
c
518.08
517.83
HDPE
YD-2
18" YARD DRAIN
N/A
520.83
VDOT STD. IS-1 REQ'D
12
64.00
c
517.83
517.50
HDPE
YD-1
24" YARD DRAIN
N/A
519.25
VDOT STD. IS-1 REQ'D
a
12
1 34.50
1 c
516.50
515.90
RCP
STRUCTURE
DRAINAGE
D
(IN)
FLOW TYPE
INLET
TYPE
AREA
(FT')
PERIMETER
(FT)
A
(ACRES)
C
I
(IN/HR)
Q
(CFS)
YD-1
24" Nyloplast Yard Inlet
1.40
21.73
1.07
0.70
4.00
3.00
1.9
WEIR FLOW
YD-1
24" Nyloplast Yard Inlet
1.40
21.73
1.07
0.70
6.50
4.87
5.0
ORIFICE FLOW
YD-1
24" Nyloplast Yard Inlet - 50% clogged
0.70
10.87
1.07
0.70
4.00
3.00
7.6
ORIFICE FLOW
YD-1
24" Nyloplast Yard Inlet - 50% clogged
0.70
10.87
1.07
0.70
6.50
4.87
10.1
ORIFICE FLOW
YD-2
18" Nyloplast Yard Inlet
0.82
18.07
0.23
0.75
4.00
0.69
0.7
WEIR FLOW
YD-2
18" Nyloplast Yard Inlet
0.82
18.07
0.23
0.75
6.50
1.12
0.9
WEIR FLOW
YD-2
18" Nyloplast Yard Inlet - 50% clogged
0.41
9.04
0.23
0.75
4.00
0.69
1.2
WEIR FLOW
YD-2
18" Nyloplast Yazd Inlet - 50% clogged
0.41
9.04
1 0.23
0.75
6.50
1.12
3.1
WEIR FLOW
YD-3
24" Nyloplast Yard Inlet
1.40
21.73
0.35
0.75
4.00
1.05
0.8
WEIR FLOW
YD-3
24" Nyloplast Yard Inlet
1.40
21.73
0.35
0.75
6.50
1.71
1.1
WEIR FLOW
YD-3
24" Nyloplast Yazd Inlet - 50% clogged
0.70
10.87
0.35
0.75
4.00
1.05
1.2
WEIR FLOW
YD-3
24" Nyloplast Yard Inlet - 50% clogged
0.70
10.87
0.35
0.75
6.50
1.71
2.5
WEIR FLOW
\ S23 \ Design Year: 10
\ �"
525
a
/ TMP 07800-00-00-02OM4
MARTHA JEFFERSON HOSPITAL
C O SENTARA HEALTHCARE I 5
Pmiect MJH Parking Lot Emansion Job #: 112059 Prepared bv: AML. PE
INLET
STATION
OUTLET WATER
SURFACE ELEV
Lo
Do
Q.
zW
S®
Hr
JUNCTIONLOSS
FINAL
H
INLET WATER
SURFACEELEV.
RIM
ELEV
Vo
Ho
Qoa
VN
Q,*V
V /2g
HI
ANGLE
Ho
Fit
1.3Ht
.5Ht
498.60
119.54
24
5.15
0.000
0.05
1.6
0.0
EX-21
5.0
6.4
31.7047
0.6
0.22
64
0.34477
0.57
NA
0.29
0.34
498.94
522.20
514.24
113.05
12
4.99
0.017
1.89
6.4
0.2
EX-21A
4.0
5.1
20.6792
0.4
0.14
35
0.11448
0.41
NA
0.21
2.10
516.34
521.00
516.70
34.50
12
4.03
0.011
0.38
5.1
0.1
YD-1
0.00
0
0
0.10
NA
0.05
0.43
517.13
519.25
518.98
64.00
12
2.74
0.005
0.32
3.5
0.0
A3.536460.1
YD-2
1.7
0.02
55
0.03296
0.10
jNA0.05
0.38
519.36
520.83
519.36
39.50
12
1.67
0.002
0.07
2.1
0.0YD-3
0.00
0
0
0.02
.01
0.08
519.44
521.08
NOTE: THE CONTRACTOR SHALL CONTACT At- 52 _
I / 3 DAYS IN ADVANCE TO THE FHA RELOCATION v, D•B• 4935, PG. 5o0 / / �- \ _ _ I Design Storm Year=
i
TO SCHEDULE AN INSPECTOR TO BE ON SITE.
/ s W-_W------------------------
w
GRAPHIC SCALE20 20 20 0
s.= _
/ ( IN FEET) / V_ i / �� i 525\
1 inch - 20 ft. N S V�
10
POINT
DOWNSTREAM
STRUCTURE
DRAIN
AREA
RUNOFF
COEFF.
CA
INLET
TIME
RAIN
FALL
RUNOFF
Q
INVERT
ELEVATIONS
LENGTH
SLOPE
DIA
CAPA-
CITY
VEL
FLOW
TIME
INCR
ACCUM
ACRES
C
MIN
MIN
C.F.S.
UPPER
LOWER
FEET
FT./FT.
INCHES
C.F.S.
F.P.S.
SEC
YD-3
0.35
0.75
0.26
0.26
6.00
6.35
1.67
YD-2
518.08
517.83
39.50
0.0063
12
3.1
4.0
9.9
YD-2
0.23
0.75
0.17
0.44
6.17
6.30
2.74
SWM
517.83
517.50
64.00
0.0052
12
2.8
4.0
15.9
YD-1
1.07
0.70
0.75
0.75
6.50
6.21
4.03
EX-21A
516.50
515.90
34.50
0.0174
12
4.7
6.7
5.1
EX-21A
0.21
0.75
0.16
0.91
6.59
6.18
4.99
EX-21
515.80
513.44
113.05
0.0209
12
5.1
7.5
15.1
EX-21
1
0.05
0.75
0.04
0.94
6.84
6.11
5.15
OUT
I
1
1 506.29
497.00
1 119.54
0.0777
1 24
63.1
12.0
10.0
J
0
l
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192162
SCALE
AS SHOWN
SHEET NO.
4
z
it
w
w
Z
CD
Z
Z
J
O
U
0
0
U
3
a
x
0
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t=
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a
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE NYLOPLAST DRAIN BASIN WITH DOME GRATE
MAINTAINED: (FOR DETENTION CELL)
(1. 2) 1 MIGRATED DUCTILE IRON
GRATE TO WETCH BASIN OLD.
i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS.
MINIMUM PIPE 1111111
DEPTH PER "" (5) ADAPTERANGLESVMABUE
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT MANUFACTURER 0' .360' ACCORDING TO PLANS
(3) VAR ME INVERT HEIGHTS RECOMMENDATION
STRUCTUREISPLACED. AVAILABLE (AC40I TO (MIN. MANUF�TURING
PLANSITAKEOFF) REG, SAME AS MIN, SUMP)
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING
COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. (3) VARIABLE SLIMP DEPTH
ACCORDING TO PLANS
IF) VANOUS TYPES OF INLET & OLTUET ADAPTERS q 7, IQ (TMN.OI 1VMIN,ON3V
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE 4-MINMW-M� BASED ON MANUFACTURING RED.)
AN INSPECTION. AVAIRABLE:4`-WFORC� HOPE A I ] r- CMINON37
(ADSh6lWHANCORDUAU.WW.L,ADSM%WCOR _7
SINGLE WALL), N-12 HP. PVC SEWER MX: SDR A,
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY CORRUCLITED IF RESED PVC
LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. WATERI-IGHEMINT
(CORRUGATED HOPE SHOWN
r-3O` SEE 'RISER FOUNDATION NOTE'ON Th IS SHEET FOR DETAILS
GENERAL CONSTRUCTION NOTES FOR STREETS OF THE REIN FORCED CONCRETE FOUNDATTON. CONCRETE
POU NIDATION BEDDING & BACKrILL SHALL BE COMPACTED
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR UNIFORMLY IN ACCORDANCE WITH ASIM D23ZL.
CONTRACTOR SHALL CONFIRM RISER INSTALILATION MEETS
MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. MIN IMUM MANU FACTUREIR SPECIFICATIONS.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS 1 - III [COME GRATES THREE BE DUCIDUE NEW PER MW Ass
PERFORMED ON THE SUBGRADE SOIL. MREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A GRADE754406.
2.P&I 'DOMEGRAIMMONTOTHEomwimams"rHEME
SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN =DCHODYTOP. SEEDRANNIGNEXT)ORELUMMS.
�.D�INWINTQKW$TM�VR�RW�MINOTO� T MMWDMWESM�U�RN MI BY m "ITION, 3INVERONJAVE
HIM
ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. DETAILS, RIMRSARE HEEDED WE TOSHIPPHG N����ETAPMW& THERECEPT SUFOROCANUM
RESTRICTIONS. SEEDRIPAING40.7301-11IRMS BAR 113HIS'll sc HIM VNQ 142,243
4 . MANAGE COHN ECTION S_UB JOINT TIGHTNESS SHALJ. CONFORM TO TXVI�Fl 'I ['-'F--IF FMI"O)�M
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN ME PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ASTMD3212FMCOM CATED HOPE 108 RLIIIIHMICORDUALWAULL TECTill 1 1; r4yllota ARRUMMINfliaho
ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL M-12HP&PVOSEMRH--2�F RE�, I'M PMECTUmmumar
ITTLE
5-�"En�BE�NTEDONW�vm�.TO�MM CON7-' 11 _L - LI I tI I I DATE �3 �NWN��EMW
WA TERCOURSE. ARTICLE LFI�TF�.11 -LI - -I I I CUM�CINVALUUMMML
4. GUARDRAIL LOCA TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCA TION AND APPROPRIA TE END TREA TMENTS WILL BE FIELD VERIFIED AT
PERMISSION FROM NY10. man A MAJUE I- -mu IMF MNO �liw REV IS
THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET 2499CGS
OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO
SE VEN (7) FEE T APPROX MIGHTWWFRAWE=lZL0OLBS
5o WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT
SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. I
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS 3.04
PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 1
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES
AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF
THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR
PUBLIC ROADS.
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL
TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR
COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION
PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT
ALBEMARLE COUNTY CIGM I �m gas
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL
BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
REQUIREMENTS OF THE PERA41T WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE DIMENSIONS ME FOR REFERENCE ONLY
ACTLAL DIMENSIONS MAY VARY
NO TED.
J EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE OPE IS 2:1 NORIZONTAL: VERTICAL) WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J.- 1 OR BETTER ARE TO
DIMENSIONS ARE N INCHES
G RATE MEETS HL 2D LOAD FIAT FIG
QI MATERI�S SKALL CONFORM TCFASTMASIG GRADE 706H5
PAINT: CASTINGS ARE FURNISHED WITIA BLACK PAINT
LOOKING DEVICE AVAILABLE UPON REQUEST ME DFUMMING NO.
7001-110-024
TRANSFER. ON LICENSE THE UK OF THE DESIGN OR
TECHNICOMINFORIA-014SHIMHEIREM
REPROCUCION OF THIS PAN U TORANIVINFORAVION
CONTAINEDRIEREIN ORMAN FACTUMCFANY
ARTMEHFIREFROM FORTIEDISCLOSURE100THEREI
IS FORBIDDEN. EXCI BY SPECIRC WRITTEN
PEAWRON ZROM Hnop�. -I
GATT 34411 RuC`TLE
mampimmoRm
r4yloAas
-
um MNW
FREE
m ma A SCALE "Is mu 1011
mNa NMI MEN c
M-12
WI COMPONENTS
OF CURB RAMPS CONSIST OF THE FOLL.OWING1
i HYDRAULIC CEMENT SIDEWALK DEPTH IN INCHES. AREA IN SQUARE YAM)
BE A CHIE VED. GENERAL NOTES: CAR MEN REWIRED CCG-2 OR CG-3 IN LINEAR FEET)
DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)
6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS 1. THE DETECTMEE WARNING SHALL BE PROMDED BY TRUNCATED OWES. EACH OF THE MOVL ITEMS 15 A KPARATE PAY ITEM ME SHOULD
BE SUMMARIZED FOR EACH CURS CUT RAI
2. DI WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. DETECTABLE WASHING SUFAMS. PROMOTE HOT LISTED SHALL MEET SIDEWALK
THE REQUIREMENTS OF THE SPECIAL PROVSION FOR CC-12 DETECTABLE M MR�P121 MEM,
WARNNG SURFACE AND SHMI.A. BE SUBMITTED TO THE STANDARDS AND
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. BREDA' DESIGN SECTION FCR APPROVAL.
3. SIL FING SIDES Of CURB RAMP MAY BE POORED MOMOI WITH NAME
8 UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS ///. FLOW OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED SAM.
4. IF T HOLES
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR THRAMP FLOOR IS PRECAS k RUST K PROVIDED FM DOME TIME SO a IC
AT ADJOHNING PLARED 90 S CAN E CAST IN PLACE AFTER PLACEMENT OF wI
PRECAST RAMP FLOM. PRECAST CONCRETE SHUMLL BE CLMS A-4.
PART 1926). 5. REQUIRED RARE ME TO K ME. 5 X 8" PLACED TORTEN TO CENTER XONG TYPE A
BOTH GOES OF THE.RAMP FLOOR. WD-DEPTH OF RAMP FLOOR MIN" PERPENDICULAR
GONCRETE COVER I/B .
S_ CAR / CURB AND GUTTER SLOPE TEAMSTERS ADJACENT TO CAR RMARS
ARE INCLUDED IN PAYME47 FOR CURB / CURB AND GUTTER. 'N
ROAD NOTES 7- CAR RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED OmA
8
Y THE ENGI THEY ME TO BE PROVIDED AT INTERSECTIONS WHOREVER 12-1 MAIL
AN ACCESS E MOTE WITHIN THE RIGHT OF WAY OF A EGHWAY FAIDLITY
GRADING CROSMS A%ll REGARDLESS OF WHETHER SIDEW&K 15 LUSTPING.PRICIPOSLID.
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSVI rt;:.
AS SHOWN ON FILMS OR AS DIRECTED BY THE ENCANEER.AND SHOULD MET TYPE 8
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF BE LOCATED BERND VENCLE STOP LINES, EXISTING LIGHT POLE%IRE
HYDRANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A ONTIMLICUS PARALLEL
U
UNOBSTRUCTE STABLE. FIRM AND SUP RESISTANT PATH CONNECTING &L
TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT ACCESSIBLE EDIDIMENTS OF A F�ILITY THAT CAN RE APPROACHED, ENTERED
AND USEED BY PEDESTRIANS.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WID TH AND & RANCH MAY SPE FLACED ON NAXM� OR TMI SECTlONS PROVIDED THAT
THE M DMING I RL ED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT TT SLOPE ATSWEACOMINECTION OF THE CURB OPENING IS 12,1 No Re.
REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFACTION OF THE ENGINEER PERPENDICULAR TO THE CURB. 5 WRM� I x
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION 9. TYPICAL CONCRETE SIDI IS 4" THICK. WHEN THE ENTRANCE R4DICANNOT
AT 1 2 HIGHER TH
ED E OF RAW EN
ACCOMMODATE THE TO WHO REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAY !; ATCY X . RAMEMM TMM OF CMJ IRS
RN
WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. TRAUTC. PETER TO STANDARD CC-13. COMMERI ENTRANCE (HEAVY 4 AT )K . 2 HIGHER THAN
FROM TRAFFIC) FOR CONCRETE DEPTH. EDGE OF PAVEMENT
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE TD. WHEN CAR NAMES ME USED IN CONJUNCTION WITH A SHARED ME PATH.
THE MINIMUM MOTH SHALL TIRE THE WIDTH OF THE SHARED ME PATH.
11. MEN ONLY ME MM RAMP IS PROVOIED FOR TWO CROSSINGS ODEAEUONI TYPE C
A 4-K 4� LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR
INTO ME CROSSI WITHOUT GOING INTO THE TRAVELWAY. THIS 4- x 4- PARALLEL It PERPENDICULAR
DRAINAGE LAN 'NO AREA, MAY FULUM THE WT7ER PUM
N TRUNCATED DOME
12. ALL CASES MORE CURB RAIMPS INTERSECT A TRACI& SECTION OF -2.4" C-C -------- ----
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE toff :�
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT WARNING SI SMALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0
0
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH L_ * 0
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDIT70NS INDICATE, THE BACK OF CURB. 0 0 D 0 0
-00 0 0
0 D C, C
0 0 0 0 0 0 0 0 0
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) 6[ 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0
4 0
IS
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0 0
INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORT4101V SPECIFICATIONS UNLESS 0 THER WISE T 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
NOTED ON PLANS. 0 ....... 0.
.150 DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a
ECT
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND E : T ABLE MMNWH
AT X ' CURB
SEE .TE T2 BOA 2kdE_TER VARIABI-E FULL WIDTH OF RAMP FLOM_�
TO A POINT DEEMED AS NATURAL WATER COURSE. DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
PA VEMEN T XV00T SPECIFICATION
READ AND MIME STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV SEII 01 5 RE%M31 DATE (GENERAL NOTES) 105
_L 502
VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF 203.05 VIRGINIA DEPARTMENT OF TRANSPOSTATION
CORRECTION. CO-2
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE TEMPLATE AND
COMPACTION BEFORE BASE IS PLACED. NOTES:
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE /, H, OR N PRIOR 1. THIS ITEM MY BE PRECAST OR EAST IN MADE.
TO PLACING AGGREGATE BASE. 2. CONCRETE TO BE CLASS AS IF CAST IN MACE,
"M PS! IF PREDCAST. 4'
4 THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE 3. CUM HAVING A FLOUS OF 300 FEET OR LESS
(&ON FACE OF CAR) WILL BE PAD FOR AS
COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DA Y5, RADIAL CUM.
THE PUGMILL REQUIREMENT WILL APPLY. 4. THE DEPTH OF CAR MY BE REDUCED AS MUCH
AS 3Y M- DEPTH) ON ��ED AS MUCH AS
3- LET" DEPWID IN OSCAR THAT ME BOTTOM
5. THE USE OF AN A GGREGA TE SPREADER IS REQUIRED WHEN PLA CING A GGREGA TE BA SE.
OF CAR POLL COMBINE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURIE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. OTH "R*I DEPTH 6 TO BE WAS SHOWN.
NO NNE p�aDisio MMAM
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ O.J GAL.ISQ. YD.). FOR A DECREASE OR AN INCREASE IN DEPTH. SURFACE
CG-2 15 TO K USED ON MADWAYS MEETING
THE REQUIREMENTS FOR CGHI AS SHOWN IN ;A.,
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. APPENDIX A OF THE WOT ROM RESIGN RANDALL. a.
IN THE SECTOR ON 0 ENRON STAIREARM
9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC Li
BASE
.;A
SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY
VIRGINIA DEPARTMENT OF TRANSPORTA TION MA Y BE LOCA TED WITHIN THE STREETS RIGHT OF WA Y
.
TOP
'A
A -a
SURFACE
A
OF 4. 2- R SABASEE
CURB ;A
f
6- (5'A41N.)
13" '4
_A
4" CONC
"ARE
�lo 6" 2' \VDOT #57468, OR #78
STANDARD CG-6 STONE BA�E UNDER CURB
CURB & GU TTER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND/OR
BACKFILLING.
40 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
FOG
502
STANDARD 6" CURB
MURIA MPARTMENT OF TRANSPORTATION
A _01,1
PERMISSIBLE CONST.
S, WN �� IDINT I
A W[j �-TRUNCATED'MMES
SEE SHEET I OF 4 FOR DETALS
TANGENT PLAN
TD. M-2
I vs
BACK OF C '2
20 11
SECTION A -A
MORE: FEW GEMI NOTES OR THE DETECTABLE WMNNG SURFACE.
SEE SHEET I OF 4.
PARALLEL
APPLICATION
TYPE C
OF PERPENDICULAR
ROAMAY GAME
N PERCENT
MINIMUM RMP LENGTH
IN FEET
0
2
3
5
4
4
5
5
10
a
7
14
7
113
5
is
NOTE!
WE RETURNED LENGTH OF I PAR&LEL RAMP BE
UNITED TO IS FEET. REGARDLESS OF THE SLOPE
2" SM-9.5-
SURFACE COURSE
COMPACTED
SUBGRADE
ASPHALT PAVING LIGHT DUTY
PARKING SPACES
NO SCALE
ROSI
TYPICAL PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
WE SELECTION OF CURB TYRE WHO THE CONFIGUROVON OF THE
UTILITY SOME WY VARY TO MEET BXsWc FIELD cosormus
AM ROADWAY GEOMETRIES PROVIDING THE DIVISIONS WHO
STORES ARE AS NOTED
LET MI
2. PIN AT 1.2- HIGHER THAN
�T ,
EDGE OF PAVEMENT
ATXX,SAME AS TOP OF CURB
THIS COMBINED IPAFXLEL I PERPENDICULAR) DESIGN FOR &TERATONS CAN BE
USED WITH ADJOHFc BUFFER STRIP. I-ANDING AT BOTTOM OF TWO SLCFHNG SEES
WITH 60' X 60" WIN. UMI THE SHORT PERPENDICULAR RUM TO THE STREET
CM BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK
WITH A WANTED SURFACE.
CG-12 DETECTABLE WARNING SURFACE - -I
TYPE C (PARALLEL & PERPENDICULAR) APPLICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION T �
GR_z 2
27-Y4" WIN 281 MAX RAIL HEIGHT
Y-1ye 311/rt
CR-2 GR-2A
W-3- MST SPACING1 (N-116' MST SPACING)
MAX DYNAMIC DEFLECTION 3- MAN DYNAMIC DEFLECTION - 2
NOTES:
CUARORU& LOCATIONS SHOWN ON PLANS ME APPROXIMATE
0.11 AND CAN RE ADJUSTED DURING CONSTRUCTION IF AND
AS DIRECTED BY THE ENGINEER.
FOR DETAILS OF POST AND BLOCKOUTS SEE SPEET W. 501.0. OPTIMAL GR-2A METHOD A CPTONx GR-2A METHOD
MING RESTED ll� LEND ADDITION&
FOR DETAILS OF RML ELEMENT RAL SPLICE JOI&AND RAL ON BACK OF POST
ASSOCMTM HARDWARE SEE SHkET NOS. ROOM 50I.M. z MEN INESTED RM- OR ADDITIONAL HAL 6 PLACED ON BACK OF POST
RML ELEMENTS ME FURNISHED SHOP CURVED FOR RADII FOR CR-2A THE POST SPACING WILL BE W-3".
BETWEEN 5 FEET AND 150 FEET.
ALL GUARDRAIL POSTS SJL�I_ BE SET PLUMB S
NOT BE SET WITH A VARIATION j mom T114MT PER FOOT
FROM VERTKO�. W-HEAM. BLOCKOUTS. AND FOSTS SHALL BE
SET AND &IGNED WITHOUT A-TERATION OR FORI PER
SEC71M 505 OF THE SPECIFICATIONS.
ALL M-2 AND M-2A RML�NN_L BE MANTAINED AT A
- AM AS MEASURED PER
HEIGHT OF 24% MIN - 25
STANDARD C
&L W-BEAM RALS SMALL BE LOPED IN THE DIRECTION OF
VEHICULAR TRAWL FOR THE FINISHED ROADWAY.
THE OPTION& M-2A METHODS OF MEETING THE RUAll- OR USE
GF M ADDITIONJULL FAIL ON THE BACK OF THE POST FOR
STANDARD OR . 2A SHALL BE APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION.
FLARE RATES
DESIGN
SPEED
INSIDE
SHY LINE
BEYOND
SHY LIFE
WHI
SHY
LINE
LS
FLARE
RATE
FLARE
RATE
70
9
SERI
1511
Go
8
25-1
1411 It
GO
6.5
21-1
lili It
40
1
16:1
B-I .
30
4-
13:1
Tl .
OSUGGESTED MAXIMUM PLANE RATE
FOR SEW -RIGID ROPER SYSTEMS
XV= XVD07 A COPY OF THE ORIGIN& SII AND SCROD DRAWNG IS ON FILE IN THE CENTRAL OFFICE.
ROAD AND BRIDGE STANDARDS I ROM MID MIME ST STANDARD BLOCKED -OUT W-BEAM GUARDRAL
VISIDN DATE WE I I SHE T I I OF 2 dA;TE (STRONG POST SYSTEM)
VIRGINIA DEPARTMENT OF TRANSPORTATION
2" SM-9.5A
SURFACE COURSE
3" BM-25
BASE COURSE (lM-19)
5" 21-A
SUB -BASE COURSE
COMPACTED ------------
SUBGRADE
ASPHALT PAVING
HEAVY DUTY
DRIVE AISLES
NO SCALE
CIL
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CISHIS
NOTES:
1. THIS THEM MAY BE PRECAST OR CAST IN MADE.
2. CONCRETE TO BE CLASS AS IF CAST IN PEACE.
4000 PS IF PRECAST.
J. C�MMM CUM 6 WITTER HAVING A RADIUS
OF SOD MET A LESS IKCAG FACE OF CARL
SHIL I PAID FOR AS RADIML COMBINATION
CURB k WITTER.
4. FOR
AWnZLH �STAEILIZEO N-ORAIDED MANAGE
L I ON OF Tn.. IF GUTTER
MA I BE CONSTRUCTED PARRI TO THE SI
OF W�E COURSES AND TO THE DEPTH OF
ME PAVEMENT.
5. A_I_OWABLE CRIDERIA FOR ME USE OF COI
IS EASED ON WRAY CLASSIFICATION AND
ROD
DESIGN SPEED AS SHOWN IN APPENDIX A OF
A WE ROAD DESIGN MANUAL IN WE MUM
ON OR ARM STANDARDS.
A
BE CONCRETE
OF THE CONTRACTOR
FRENCE COMBINATION 6" CURB AND GUTTER I ROM AND'SIRSIME STANDARDS
REYSKAN DATE SHEET OF
V`RGNA DEPARTMENT OF TRANSPMTATON
POI
I CC-11
I
I
I
I
TO ME AS
A-1
GENERAL NOTES
mm ON RHANSO
C C AS MAMLINE ROADWAY (SEE NOTE 6)
a MEN M-1 5 USED FOR SWEET CONNECTCHOS
APGtME
CONlMECTION MUST BE DESIGNED IN ACCORD WITH
(RADIUS TO BE AS
AASHTO POLICY AND ME APMCRBLE REQUIREMENTS
A RADIAL =FORMATION SHOWN OR MANS)
OF THE WET ROAD DESIGN MMU&. INCLUDING RIGHT
DISTANCE REQUAREMENTS.
CURB AMID CUTTER
GO
GO (MR NOTE 7)
2. MEN THE ENTIRMCE SAM CANNOT ACCOMMODATE THE
TURNING REM TS 0 ANTICIPATED HEAVY TRUCK
TRAFFIC. THE = FMF SIDEWALK A CAR FARES
WALK
WITHIN THE LIMITS OF THE RAIDISHICULD BE
(SEE NOTE 2)
6..
BICREARR) TO 7".
FOLEOWPI
3. MEN USED IN CONUALINCTUCIN PATH STANDARD M-3
OR CG;& THE MM FACE OR THIS STANDARD IS TO
BE AD TED To MATCH WE MOUNTABLE OEM
EXPAN
JOINT WON
EXPAINSICH
JOINT
m�m�.
4. SEE STANDARD M-12 FOR CURB RARE DESIGN TO BE
MEI MERN "S POPPY
SHOWN ON TYPKU% SECTION. A-0
USEM WITH THIS STANDARD.
B. OPF Ofth- "�IW WAY KWK WAREING OF A
IRMA
PLAN VIEW
PORTION Of CUTTER TO PRECLUDE AMONG OF WATER.
ENTRANCE NOTES
MUNDANE ROADWAY KOM
T
6. PLANS ARE TO INDICATE WHEN CONSTRUCTION Of A MEN
10. p� CURVIE
LN' IS REQUIRED TO PROVIDE REGROW DENMARK AMOK
EDGE OF
89MAX.
sLoM DHAFM
D
THE ENTUNCE.
7. MANURE PAVEMENT SH&L BE CONSTRUCTED TO WE
OPOONAL
tY
REW UK (EXCEPT My SUBGRAM STABILECATION
MANILNE ROADWAY
- - - - - - - - - - - -
-
�WWD FOR MAINLINE PAVEMENT MINOR CAN BE
a% MAX.
OWITTED IN ME ENWANCE.)
SLOPE COMES
IL FROM MIND OR COMBINATION WHO AMID GLITTER
D
SFMIU_ HOT BE C��XM BEYOND THE INEW LNE
EXCEPT FOR REMACEMENT PURPOSES.
9. WE MR ABLE AND MAXIMUM ENTRANCE CHAD E CHANGES
RMATED
S' MIN.y
COMMERCIAL ENTRANCE
'T' ME IN ME ALLOWABLE ERT FARM GRACE
TABLE. THESE VALUES ARE MET APPRICARLE TO SWEET
0 CONSTRUCT
GRADE CHANGES BOTH A P�MC GAVE.
CONNECTIONS.
SECTKDN A - A
ALLOWABLE ENTRANCE GRADE CHANGES
IA2L I
Mi
1w, 1 ".1
I
ENTRANCE VOLUME
GRACE CHARGE
C.
I DIESIRABLE I
MAXIMIUM
MEDIUM
1 500-1500 MEET
LOW
I LESS THAN NO M
NOTE, ALLOWABLE END GRACE TABLE 15 NOT
APPUCAME TO �=I CONNECTIONS
SECTION C-C
IFICATION SPECEICATON
ERENCE E METHOD OF TREATMENT-
_2�I40E
221 RM CONNECTION FOR STREET INTERSECTIONS
BOB AND COMAERCIAL ENTRMCES
VIRGINIA DEPARTMENT OF TRANSPORTATION
C', C', C', CD
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13% CD 13%
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JOB NO.
192162
SCALE
NIA
ET
SHE NO.
PARKING LOT & INTERIOR LANDSCAPE REQUIREMENTS:
REQUIRED LANDSCAPING i/io SPACES = soi SPACES Qa i TREE / io SPACES = u TREES REQUIRED
EXISTING PARKING LOT TREES TO REMAIN = 7 TREES
PROPOSED PARKING LOT TREES = 20 TREES
TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 27 TREES PROVIDED
PARKING AND CIRCULATION AREA = 38,215 SF
REQUIRED LANDSCAPING (5%OF PARKING AND CIRCULATION AREA) = i,93A SF
PROVIDED LANDSCAPING = 61200 SF
TOTAL PROJECTAREA:s.45ACRES
PERCENT OF REQUIRED CANOPY: 20%
R
°
County of Albemarle
Conservation Plan Checklist— To be placed on Landscape Plans
(Handbook, pp 1n-284-111-297 for complete specifications)
1. The following Items shall be shown on the elan:
Ll Tkess to bo save,;
U Limits of clearing (outside dripline of trees to be saved);
qa
® Lomtionand type ofpratective fencing;
kJ Grade changes requiring tree wells or walls;
q 4
Ll Pro a sed trending or tunneling beyond the limits of eleanng.
2. Machines:
I
0 All trees to be saved shall be marked with print orribbon at a height clearly visible to equipment epicenters.
El No grading shall begin until the tree marling has been inspected and approved by a County Inspector.
J. Pre -Construction Conference:
Tree preservation and protection measures shall be reviewed with the contractor on site.
a
4. Equipment Operation and Storage:
A
Ll Heavy equipment, velicular traffic and storage ofemsWdian ma enals including soil shall not be pern ifted within lie driplines of trees
to be saved.
S. Soil Erosion and Stormwater Detention Devices:
° q
® Suds devices shall not adversely affect feces to be sev ed.
4. Fires:
fl Fires we not pemtmod within 100 feet ofthe dripline of trees to be saved.
7. Toxfe Materials:
® Toxic materials shall not be stored within 100 feel of the dripline offices to be saved.
S. Protective Fenclne:
' ^
® Tress to be retained witlun 40 feet of a proposed building or grading activity sln6 be protected by fencing.
fl Fencing shall be in place and shall be inspected and approved by a Counly Inspectorprior to grading or construction.
TREE CANOPY REQUIRED: 121632 SF
TREE CANOPY PROVIDED: 23r490 SF (37.2%)
f.
TraeWellr:
El What the ground level must be raised wilhm the dnphne ofatteeto be saved, atree well shall be provided and acorstmction detail
.. „r,
2�
submitted for approval.
PLANTSCHEDULE
9 00
la.
Tree Walls:
ILI When the ground level must be lowered within the hipline a tree to be saved, a tree wall shall be provided, and a corstrwaim detail
gg�. o o
' " , •:
68 I V
submitted for approval.
BOTANICALNAME ICOMMON NAME
SIZE
I CANOPY
QUANTITY
QUANTITY
°
11.
Trenching and Tunnellne:
TREES
- - -
\ °
°
ZI When trenching is requimd within the hunts of clearing, it shall be done as far away from the trunks of trees as possible. TurnehTig
AR
ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE
2"CAL.
1 397
5
1985
under a large has stall be considered as an alternative when it is anticipated that necessary trenching will destroy realer roots.
-
8
12.
Cleo:.
CC
CERCIS CANADENSIS EASTERN REDBUD
6-7 HT.
128
5
_ _
640 +
® Pn,e ive fencing shall be the last items removed during the final cleanup.
PA
PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANE TREE
2"CAL.
370
5
1850
°
76 AM
S.
Damn Teem:
Q$
QUERCUS SHUMARDII SHUMARDOAK
2°CAL.
345
5
1725
°o
°o° °
°°8° .a
® D- aged trees shall be treated immediately by printing, fertilization or other methods recommended by a tree specialist.
SHRUBS
..... ...
°
° o° I
° o
NOTE: ISTHE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
0080
° ° •.
REQUIREMENTS.
AM
ARONIA MELANOCARPA'AUTUMN MAGIC' AUTUMN MAGIC CHOKEBERRY
3 GAL.
24
92
2208
4
°
IV
ITEA VIRGI N ICATITTLE HEN RY' LITTLE HENRY SWEETSPIRE
3GAL.
56
202
11312
°o I 34PVD
5/zo/19
ownE
SIGNATURE (DATE)
PVD PAN ICUM VI RGATUM'DALLAS BLUES' DALLAS BLUES SWITCH GRASS 1 GAL. 15 117 1755
PVS
PANICUMVIRGATUM'SHENANDOAH' SHENANDOAH SWITCH GRASS
1GAL.
13
155
2015
-
TOTAL CANOPY:
23490 -
.-- -
-
°Dp °
1
e. 0°8 {l �¢`I' .,o n„ {^.
CONTRACT PURCHASER SIGNATURE (DATE)
5!1/06 Pepe 1 of
\ 16 A v3
\ 281V
2 QSZ 7
— —
SENTARA MARTHA JEFFERSON 4 11-SPA. \ a i. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE
OUTPATIENT HOSPITAL \ ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE
CANCER CENTER • ' °pis" \ HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS /
F.�'/5� a ° \ \ AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO
°q r
° to G \ SUPPORT THE OVERALL HEALTH OF THE PLANT.
q ACCESS 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED
RQA� IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A
PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN
- NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY
WITH THE APPROVED LANDSCAPE PLAN.
TMP 07800-00-00-02OM4
MARTHA JEFFERSON HOSPITAL ; f
I C/O SENTARA HEALTHCARE
D.B. 4935, PG. 500
q / \ U
1----------
-------------
44GRAPHIC SCALE w \ \
o / �, Q
I no o to zo
/ Qz-
( IN FEET
°q 1 inch = 20 ft.
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JOB NO.
192162
SCALE
1 11=20'
SHEET NO.
6
IA L/THON/A L/GHT/NG
Caralnn Number
FEATURES & SPECIFICATIONS
Nome
Type
INTENDED USE Ideal for parbng areas, street lighting, walkways
and car lots
CONSTRUCTION Rugged, die-cast, van corner aluminum hous-
Soft Square Cutoff Lighting
ing with 0.12 nominal wall thickness Wruded 4 salt corner an
for pole or wall mounting is standard. Die-cast door frame has
impact-msistarn, tempered, glass lens that is fully illustrated with
KAD
one-piece tubular silicone.
FINISH Standard finish is dark brome (DOE) polyester powder
METAL HALIDE
finish, with other architectural colors available.
100W, 150W, 175W, 20OW,
OPTICAL SYSTEM — Anodized, aluminum hydmformed reflectors:
25OW, 320W, 35OW, 40OW
IES full cutoff distributions R2 (asymmetric), R3 asymmetric), R4
h
20' to 35' Mounting
(forward throw) and 135S (square). High performance anodized,
segmented aluminum reflectors IES full cutoff distributions SR2
(asymmetric), SR3 (asymmetric) and SR4SC (forward throw, sharp
cutoff). Segmented reflectors attach with tool -less fasteners
and are rotatable and interchangable.
ELECTRICAL SYSTEM — High reactance, high power factor bal-
last for I0OW11 BOW. Coast m-wattage autotransformer for 175-
40OW. Super CWA Pulse Stall ballast required for 2DOW, 320W Standard Dimensions
and 350W (must order SCWA optionl.Ballast is copper -wound EPA: 1.2 ft.'.1/8"
p8.1 cml
and 100%lactory-tested. Weight 41 has (18.6 kg)
Porcelain, horizontal, position -oriented, socket with copper al- Length: 171/2' (44.5 cml
loy, nickel -plated screw shell and center contact Medium -base Width: 17 1/2" (44.5 cm)
4' 17-1/2"�
socket used with IO8W & 15DW, mogul -base socket used with Depth: 7.118" (18.1 cm)
(10.2 cml 144.5 cm)
175-40OW. UL listed 150OW-60OV.
LISTING — UL 1572 listed for wet locatons. Listed and labeled to
comply with Canadian Standards (see Options).
ORDERING INFORMATION
Example: KAD400MR2120SPD04
choose me boldface c'amlo d nomenclature that best suits your needs and write
a
It on the appropriate line. Order accessories as separate catalog number.
` \
Series
Voltage
Options
Mounting
KAD 110011111
120 SPD04 Square pole (4" an)
Shipped Installed In FbrNm Architectural Colors°
KAD 150M
KAD 175M
2083 (standard)
2403 SPD09 Square pole 19"ani
SF Single fuse (120, 277, 347V, Na TB) Standard Colors
OF Double fuse(208, 240, 48OV, Na TB) DDB Dark bronze
KAD 200M
277 RPD04 Round pole (4" arm)
PER NEMA twist -lock receptacle (standard)
_ ,:
-
- - - - '•
KAD 250M
347
only (no photocantrol) DWH White
-
- -
4
- - - - -
KAD 3201111'
480e RPD09 pound pole 19" amlln
UPI Lamp included DBL Black
°
` '' PROJECT BOUNDARY
KAD 35OM'
TB4 WWD04 Wood pole orwall (4" arm)
PO Power Trayrn Classic Colors
- - -
KAD 40OM'
WWDO9 Wood pole or wall (9"
WTB Terminal Wiring Block1e DMB Medium bronze
mmlea
Distribution
QBS Quartz restrike system (25aW DNA Natural aluminum
WBD04 Well bracket(4"atone
mnsport, lamp not includedP DSS Sandstone
Hydroformed Reflectors WBDO9 Well bracket(9" armla
CSA Usted and labeled to corn I with
DY DCC Charcoal rev
gray
R2 IES type II asymmetric) yprm (When ordering KMA,
Canadian Standards
DTC Tennis green
d
HIS IES type III asymmetrice DAD12 1
SCWA Super CWA Pulse Stan Ballad Wa
R4 IES type lV forward throw° Shipped Separately
100W&175W) DBR Bright red
R5S IES Npe Vsquare KMA Mast arm adapter
Shipped Separate Na DSB Steel blue
- - - -,
-, -, -, .,
.,
Segmented Reflectors KTMB Twin mourning bar
PE1 NEMAtwist-lock PE(120,208,24OV)
..
.. .. 3.0 fC
n
SR2 IES type II asymmetre DAD72P Degree Arm )pole)
PE3 NEMA twist -lock PE 1347VI
_
_ _ _
_ _ _ _ O.5 f('
SR3 IES type III DAD12WO Degree Ann (wall)
PE7 NEMA twist -lock PE 1480VI
a... _.. _ _
_ _ ___ _ _ _ ___ _ _ _ ____ _ _... _ _ _ _ _ _ _ _ .. _ ..- :. �.,
SR4SC IES type IV forward throw
tower throw
PE7 NEMA twist -lock PE 1277VI
°
'..'
'.
'.'.'.'. '.'.'.'. ...... ...... ...... ..... .....-. ...-. ... - .-.
NOTES:
HS House side shield 1112,133, R4)
1 Reduced jacket ED28 lamp must be used with SR2, SR3
(SR2. SR3)
d - -
- -
- - - - - - - - ---
'.'.'.'. .. .. ... ...... ..... .. ...
& SRasc optics.
2 House side shield aeallable.
KADVQ Vandal guard
EXISTING LIGHT
3 Consul factory Tor availablllty In Canada
KADws Wire guard
POLE TO REMAIN -
- - - - -. -
4 Opllonal hiulti tap believed (120. 208, 2X 277Vf.
Accessories: TenrOn Mounting S/ipfltter
- -,
- -, - - -.
5 The SPD09, RPD09 or WWD09 must be used when Wo or
more luminaires are oriented ented on a 900 drilling patternOrder
6 May be ordered as accessory.
as separate catalog number.
Numberotfixlures
-
...... \
Iona; factory. Tenon D.C. line Two(M180' Tvvo490' Three®120°Three®90° Fourru90"
7 A rats nal arch In rural colors
a Aadiuonal architectural salons avallame; please see
\
Architectural Colors brochure, form no 794.3. 2-3/8"
T20-190 T20-280 T20-290a T20-320e T20-390e T20-490e
-
9 Must use RPD09. 2-7/8"
T25-190 T25-280 T25-29V T25-320 T25-390a T25-490e
-'
lonely avaiianie trim sRs. sR3 ann sR4s^ nmir:F. 4"
T35-190 T35-280 T35-2909 T35-320 T35-390e T35-490e
OUTDOOR
Sheet#:KAD-M AL-370
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