HomeMy WebLinkAboutSDP202000049 Plan - Revision 2020-09-21MILL CREEK INDUSTRIAL LOT 11
GENERAL NOTES
OWNER
076M1-00-00- 01100
MILL CREEK INDUSTRIAL DEVELOPMENT LLC
1155 FIFTH STREET SW, SUITE C
CHARLOTTESOLLE, VA 22902
ENGINEER
COLONS ENGINEERING
200 GARRETT ST. SU17E K,
CHARLOTTESOLLE, VA 22902
TELEPHONE (434)293-3719
FAX (434)293-2813
CONTACT. MR. SCOTT COLLINS, P.E.
scot t®collins-engineering. com
TAX MAP NO.
076M1-00-00-01100 (D.B. 4715/ PG. 155) PLAT (DB.1342, PG.238-247)
AREA
1.35 AC
ZONING
PUD - PLANNED UNIT DEVELOPMENT WITH PROFFERS (ZMA-1995-00019 & ZMA-1996-0021),
(A/A) AIRPORT IMPACT AREA, AND MANAGED SLOPES OVERLAY DISTRICT.
SETBACKS
FRONT BUILDING & PARKING: 10' MINIMUM SETBACK
SIDE BUILDING SETBACK: BUILDING SEPARATED PER BUILDING CODE
REAR BUILDING SETBACK: BUILDING SEPARATED PER BUILDING CODE
BUILDING HEIGHTS
MAXIMUM BUILDING HEIGHT 65'
(FLOORS ABOVE 40' OR THE THIRD STORY SHALL BE STEPPED BACK A MINIMUM OF 15' FROM
THE FRONT OF THE BUILDING).
PROPOSED BUILDING HEIGHT ONE STORY BUILDING - 25, HEIGHT
PROPOSED USE
2,000 SF INDUSTRIAL OFFICE BUILDING. PROPOSED USE OF BUILDING IS FOR
STORAGE/WAREHOUSING/DISTRIBUTION/77?ANSPORTA7/ON SERVICES
FLOOR AREA TO LOT COVERAGE
RATIO= 2,000sf/1.35 ACRES = 0.03
WATERSHED
THIS DEVELOPMENT LIES WITHIN THE MOORES CREEK WATERSHED. THE SITE IS NOT LOCATED
WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED, IT IS LOCATED DOWNSLOPE FROM THE
SOUTH FORK RIVANNA WATER SUPPLY WATERSHED.
TOPO & SURVEY
TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR ROGER W. RAY &
ASSOCIATES LLC DECEMBER OF 2015. THE SITE WAS FIELD VERIFIED IN MARCH, 2020 BY
COLLINS ENGINEERING. BENCHMARKS ARE SHOWN ON THE EXIS77NG CONDITIONS SHEET.
DATUM
ELEVATIONS ARE BASED ON STATE PLAIN GRID- NAD 83 DATUM.
EXISTING VEGETATION
THE SITE IS FORESTED, WITH SOME EXISTING AREAS THAT HAVE BEEN CLEARED.
STEEP SLOPES
IN ACCORDANCE WITH THE ALBEMARLE COUNTY STEEP SLOPES COUNTY MAPPING MANAGED'
STEEP SLOPES EXIST ON THE PARCEL. THE MANAGED SLOPES ARE SHOWN ON THE EXISTING
COND177ONS SHEETS AND GRADING AND DRAINAGE PLAN SHEET
PHASING
THIS PLAN WILL BE CONSTRUCTED IN ONE PHASE.
FLOODPLAIN/WPO BUFFERS THERE ARE NO 100-YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA
MAP PANEL #51003CO288D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTFULLY. ALSO
NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION
ZONES PER COUNTY GIS DATA.
BURIAL SITES
NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE
SITE ACCESS
THE SITE ACCESS FOR THE PARCEL IS PROVDED WA STONEY RIDGE ROAD, WHICH CONNECTS
TO SOUTHERN PARKWAY.
RETAINING WALLS:
RETAINING WALLS PROVIDED ON THE GRADING SHEET. MAXIMUM RETAINING WALL HEIGHTS SHALL
NOT EXCEED 10.
LIGHTING:
THE PROPOSED LIGHTING PLAN IS SHOWN ON THE LIGH77NG PLAN. EACH OUTDOOR LUMINAIRE
EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE IN177AL LUMENS SHALL BE A FULL
CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM
ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING
FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED
ONE-HALF FOOTCANDLE.
LANDSCAPING:
A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH
ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9, SEE SHEET 5. STREET TREES SHALL ALSO BE
INCLUDED Wl774 THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG
THE ROADWAYS.
TRASH COLLECTION:
AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED ON THE PLANS.
ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2.
UTILITIES:
EXIS77NG WATER AND SEWER UTILITIES ARE LOCATED ONS/TE AND W17HIN THE ADJACENT
RIGHT OF -WAY AND CONNECTIONS ARE PROPOSED.
STORMWA7ER MANAGEMENT FACILITY. SEE STORMWA TER MANAGEMENT PLAN. THE EXISTING REGIONAL STORMWA TER
MANAGEMENT BASIN WILL HANDLE 7HE WATER QUAN77TY FOR THE SITE AND NUTRIENT CREDI7S
SHALL BE PURCHASED FOR WATER QUALITY FOR THE INCREASE IN IMPERVIOUS AREA FOR THE
DEVELOPMENT OF 7HE SITE.
MAXIMUM EMPLOYEES
17 EMPLOYEES AT LARGEST SHIFT
BUILDING SEPARATION:
BUILDING SEPARATION SHALL BE IN ACCORDANCE WITH TABLE 401 FIRE RESISTANCE RA77NGS
OF STRUCTURE ELEMENTS OF THE BOCA BASIC BUILDING CODE, 194 EDITION OR 17S
EQUIVALENT IN 7HE CURRENT EDITION OF THE BOCA BASIC BUILDING CODE.
IMPERVIOUS AREAS
PROPOSED BUILDING 2,000 SF
PROPOSED CONCRETE 1,675 SF
PROPOSED PARKING LOT 14,225 SF
STONEY RIDGE IMPROVEMENTS 4,075 SF
EXIS77NG GRAVEL 476 SF
EXIS77NG PAVEMENT & CONCRETE 3,712 SF
TOTAL IMPERVIOUS AREA 26,163 SF (0.60 AC.)
PAVED PARKING & CIRCULAT70N AREA: 14,225 SF
OPEN SPACE AREA:
0.75 ACRES
PARKING REQUIREMENTS
1 SPACE PER 500sf OPEN TO PUBLIC + (1) SPACE PER EMPLOYEE
1 SP/500sf x 200sf = 1 SPACE + 1 SP/EMPLOYEE x 17 EMPLOYEES = 18 REQUIRED SPACES
PARKING PROVIDED
19 PARKING SPACES (THIS INCLUDES 1 HANDICAP SPACE) + 11 LOADING SPACES
FINAL SITE PLAN
(SDP 2020-00049)
SCOTTSVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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 CONTRACTOR'S 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
SHEET LAYOUT
SCALE: 1" = 30'
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VICINITY MAP
SCALE: 1" = 500'
Sheet List Table
Sheet Number
Sheet Title
i
COVER
2
EXISTING CONDITIONS
3
SITE PLAN
4
GRADING, DRAINAGE, & UTILITY PLAN
5
LANDSCAPING PLAN
6
NOTES & DETAILS
7
LIGHTING PLAN
8
DRAINAGE MAP, PROFILES, & CALCULATIONS
8 TOTAL NUMBER OF SHEETS
LEGEND
ROADS
L
EXISTING CULVERT
CUL VERT
u Q
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC-3A DITCH
6..
DEPTH OF EC-3A DITCH
EC-2 DITCH
6"
DEPTH OF EC-2 DITCH
_... ....
EARTH DITCH
DRIVEWAY CULVERT
+
BENCH MARK
_ _ _ _ _
CLEARING LIMITS
T
VDOT STANDARD STOP SIGN
- - - -zoo- - - -
EXIS77NG CONTOUR
20o
PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVATION
TBC DENOTES TOP/BACK OF CURB
T/B DEN07ES TOP OF BOX
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
SCOTT/R. Ct�LLINSZ
Lic. No. 035791,'a
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JOB NO.
202179
SCALE
AS SHOWN
SHEET NO.
1
\ T.M. 76M1-20 NOTES:
LOT 10 / 1. TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR AT ROGER W. RAY & TH 0
I MCV LLC ASSOCIATES, INC. IN DECEMBER OF 2015. THE SITE WAS FIELD VERIFIED IN MAY 202o BY h
\ D.B. 3470-356 / COLLINS ENGINEERING.
I `� 6z°z4zz°o'" D.B.1848-28o PLAT
I PAVED-R=s°ExlsrwGwnTER METERS i 2. THERE ARE NO ioo-YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA
L=54.46' ZONING: PUD R. LLINSZ
I3 T-3o.28 MAP PANEL #51oo3Co288D DATED FEBRUARY 4, 2005 &COUNTY GIS, RESPECTIVELY. ALSO o
C-$i,81 LOCATION OF WATER LINE USE: MOORS S U Lic. No. 0357911 ,
HYDRANT ` CBgN75°o53E E EASEMENT(D.B.1342-z46) ELECTRICAL & / NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL &STATE DAM BREAK INUNDATION
EXISTING FIRE o_2z°oa'z9" MECHANICAL / exlsnNG PROPERTY .'� ZONES PER COUNTY GIS DATA. �o�
09/21/20��
� ALIVE R io5.00' .�
i./ L 4058 IRON BOUNDARY ,% S`�10NAL ECG
7 IRON T 2054 FOUND
C- o a
FOUND CB=S62037'56"E i
CONCRETE DITCH:.
^^ ------ o�Q - INV OUT=462.49 - - - - -
- - -
� IRON
i
O� FOUND �� - �- -�11 6 0
I' R 47-43' °�, ;, �e ti`� \ i 15' GAS LINE EASEMENT
L 33-54' . �'�b ,y3 ? \ ! (D.B. 1120-214) --- _/
T=17.5i - ---
C 32.85' IRON I
\ CB=N25000'50"E / FOUND
DRAINAGE EASEMENT A = yo°oj 5y" F_
(D.B.1848-z78) R=130.00' z
\ III L=9i.o6' w
-
C =-_
I \ \ � 8gi9' 0
EXISTING ACSA io" DIP WATERLINE CB-S31°�945 E O
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- \ n PARCEL 11 U) a
_ __ DRAINAGE EASEMENT 9s z a
-- \ __ — � I 1' (D.6.134z-z41& D.B. m �a-- APS WAREHOUSE, LLC
- uoz-72z) \ ^ Po PAVED D.B.3-999-352 vim) � o
— =s D.B.1102-724 THRU 729 PLAT Z o 1 >
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ZONING: PUD z
USE: CHARLOTTESVILLE o 3 z
L=a4°37'z6.. / O
! R=486es ~w \ EXISTING CATCH BASIN AUTOMOTIVE w o
, EXISTING ACSA 8" DIP WATERLINE / TOP-475.o8 QC
3 T=1494' c EXISTING GUARDRAIL PKNAIL INV OUT=473.o6 H ¢ a
z o 1 1 FOUND w
C=i85.51, 2
' CB=Nl7°o3'S9"E Q
1 1
/
EXISTING TREELINE(MIX OF - - - - - -
EXISTING CATCH BASIN EVERGREEN & DECIDUOUS TREES) 1 c S!jN PKN IL - - - - - - - - - - - - -
�S --- 24"RCP TOP=448.85 1 `,FOU D
INV IN= 445 59
/ 50' ROW � - INV OUT=445-56
I / O ;v \ I' TEL THE CONTRACTOR SHALL -
LOCATE THE UNDERGROUND
ry EXISTING DIRT PILES 1 TELECOMMUNICATIONS
ca' �, SERVICES
L7 p �� ¢ 0
Q
� �' 0 �' _ 15'VIRGINIA ELECTRIC AND
Z Q % T.M.76M1-11 _ POWER COMPANY EASEMENT
REVISED PARCEL 1 1 'PAVED (D.B.1633-700)
�� \ � y MILL CREEK INDUSTRIAL DEVELOPMENT LLC
v D.B.4715-155
D.B.1342-238 THRU 247
PLAT ZONING: PUDLn
I ,
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' EXISTING WATER
/ LATERAL AND / 4 I
� METER BOX TO
/ BE ABANDONED M W
1 ! 1 3
PAVED /
EXISTING CATCH BASIN 1 NAIL CA N
1 m I 'o FO D CD
EXISTING SANITARY S � TOP-453�08 �- �� I I '.
SEWER MANHOLE i INV IN 449-49 - �� ; �� - v� ,r J
TOP=477-54 ; EXISTING INV IN 450.19 0.3 / N
INV IN=46g.8G / BLUE PAINTED �E INV OUT=449 45 �;- \ m / / N
INV OUT=469.5z METAL ROD i5" BOUNDARY V '
D _ EXISTING PROPERTY `���
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EXISTING STORM d ��s ��
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TOP-45591 IRONS \ `'moo-G� T M. 76M1-22 /
(D.B. in9 33) J
3 INV IN=451.76 _ FOUND \ �G� - PARCEL 12 % Z
INV OUT=45043 \ \ \ \ a r�.�� THE BARTLETT REALTY COMPANY, INCORPORATED 1� z
G \ J �Q D.B.11o5-590 W
/ ,� EXISTIN 18„ zo' DRAINAGE EASEMENT T� O
THE CON ACTOR SHALL ! WATER RCp (D.B. 1102-722) \ 7, `-1
/ \ \ EXISTING GUARDRAIL \ s D.B.DB1102-724 THRU 729 PLAT
LOCATETHE UNDERGROUND METER EXISTING MANAGED
/ TELECOMMUNICATIONS �� \� \ - --- STEEP SLOPES \ �F `.. ZONING: PUD
SERVIGtSALONGTHESITE/ ExISTINGs DI. \ �'� 6- s°3z'oa' `, �� USE: BARTLETT TREE EXPERTS, COMMERCIAL ; L9Q O C)
/ FRONTAGE /, �\ Ro.00 J z
SANITARY SEWER MAIN \\\� '� '
L 6.65� NAIL`&CAP
/ / \ EXISTING STORM MH J
TOP T=3 �990 FOUND < O
\ 47345 C=66o �� Q 1
3 GRAVEL \ \ \ INV IN 461.40 Ca Sz4°1=249'E ` EXISTING DI / = J
% \ INV OUT=461.35 PAVED TOPN=492.O /
INV IN=49z.z4 U
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INV OUT=492.20
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EXISTINGACSAio DIP WATERLINE
�GRA1/cL �� \ 20 SEWEREASEMENT U
\ (D.B. n19-33) �� z
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EXISTING SANITARY � � � � ��` � / W
A BENCHMARK: H�
SEWER SERVICE LATERAL �. � �, /
\�� ��� _xr IRON SET W
T.M.76M1-12 J \ \c \ ELEVATION=5o8.38/
i �,��
/ ALL THINGS PAWSSIBLE, INC. \ \ \ \ / \0LUNDP s, y, W
D.B.4409-27o s°zas,
/ D.B. 3344-393 & 394 PLAT \ /cF R=� / W
/ ZONING: PUD v
i �i A - x"ON V �� T.2439'
/ USE: DOG DAY CARE CENTER / \ WALL / y C= .is, W
EXISTING SANITARY /// \ \�� CB- 43'39 U
SEWWkRMANHOLE IRONSET F �� '
TOP=48g.gz�"` Zoo \ \ \ \\.
INV IN=478.41(LATERAA - - ---, - Nix° 'a
INV IN=478.39 EXISTING WATER VALVES (�
INV OUT=478-36 s 9 /
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SSW �
_ 8s6 .,/ 15' GAS LINE EAS ENT
EXISTING CONCRETE 5 \ N (D.B. iizo-214)
BLOCK WALLS �- "m �� N
NAIL &CAP GRAPHT SCALE
FOUND
EXISTING CONCRETE / za o m 20 ao 80 w
i BLOCK WALL
\ v S
N FEET) � x
PAVED JOB NO.
T.M.76M1-12A �} 202179
LOT1 EXISTING SANITARY
/FSOB, LLC \ SEWER MANHOLE SCALE
D.B. 3618-642 TOP=518.33
INV IN=503.99 1 =20
/ D.B. 3535-621 & 622 PLAT INV OUT=503.98
ZONING: PUD
USE: MILL CREEK PROFESSIONAL BUILDING \ SHEET NO.
2 / /
NOTE:r
i. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY
- CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION
I \ / AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. o �/
2. CONTRACTOR SHALL CONFIRM ALL UTILITY DRAINAGE AND ROAD CONNECTIONS z? T
AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. SIC R. CU'LLINS`Z.
3. Qi REPRESENTS ONE PROPOSED PARKING SPACE. L) Lic. No. 035791 !n
/ 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 23'-6". 09/21/20 `
5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING
85,000 LBS.
6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, o��sSIONAL E11G1
I
I SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT
PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE
_ PROJECT TO THE FULLEST EXTENT POSSIBLE.
7. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB.
I / J 8. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE
BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED
3 PORTION OF / ENGINEERED DESIGN FOR THE WALLS SYSTEM.
T
9. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY i,1.985 MUST HAVEAN ASBESTOS
XISTI CONCRETE / SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS
DITCH TO REMAIN / REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR
FN
ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. z
o io. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE OWNER. NO w
z'CLEAR SPACE
\ PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE
I� RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS ON THE PROPERTY. F 0
ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC II �G Q
M _
PROPOSED � �--,•, - USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL p ? �j
RIGHT-OF-WAY
BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, U)
t�
PROPOSED TRASH
DUMPSTER ENCLOSURE u ~
\ I --- % SITE PLAN NOTES: w ii 0
SEE DETAIL, SHEET 6 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY o >
MIN. HEIGHT=6' / INFORMATION. z
3 / 2. TRASH SHALL BE STORED & COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON O 0 THIS a z
Q \�mf
SHEET. > W 0
3. ALL BUILDINGS WILL HAVE A SLAB ON GRADE FOUNDATION. U) S
R 4 4. CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AS NECESSARY. a w
CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. a
I I \ z
,o \ 5. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL DAMAGED FROM > li w
2'CLEAR SPACE ` \ � THE PROPOSED CONSTRUCTION.
0 0 VDOT STD.
� � W
0
a 6. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO aj
�� MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO
THE SIGN BAND AND THE OVERALL BUILDING.
11 = \ \
7 THE PROPOSED ENTRANCE PAVEMENT SHALL MATCH THE EXISTING PAVEMENT ON STONEY
I � \ RIDGE ROAD AND SHALL TIE-IN TO THE EXISTING STONEY RIDGE ROAD PAVEMENT ATA
MINIMUM OF i' FROM THE EDGE OF PAVEMENT.
CURB CUT WITH
/ TRANSITIONS3j,
ASPHALT PAVING i i' w CD N
SEE DETAIL, VDOT STD. o 0
�
— — — _ — —
SHEET'6 CG-z TYP.) rn _ _ _ _ _ �
S _ �
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50' RO _ I = —
`S 3 26' 1 1 PROPOSED SEGMENTED
RETAINING WALL WITH
3z' L ING SPACES SAFETY RAILING,
SEE GRADING SHEET
Lu
/ iz FOR DETAILS CA
/ o 02 \ TOTAL: 9 SPAS ' Z
/ A m
VDOT STD.L9
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9IN TONEAION Q 1 I / SIDEWALK 4 1
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i MILL/OVERLAYAREA / INDUSTRIALI—�
ALONG STONEY RIDGE PROPOSED VDOT OFFICE i
BUILDING,
I 1 1 W LL
j ROAD, SEE DETAIL /
o STD. CG-iz SEE COVER SHEET w
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S SHEET 6 � /� � ^� FOR USES OF I 1 \ I )) —
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PROPOSED SEGMENTED \
RETAINING WALL WITH
SAFETY RAILING,
SEE GRADING SHEET
FOR DETAILS \
\
GR HIC SCALE'
46o
HT. OF
OBJ.=3.5'-------------------
SIGH>�TA
CE_ 80'
460
HT. OF
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EYE=3.5'
S�GNT n,
455
EXISTING
GRADE (TYP.j
TAIV
455
PROPOSED GRADE
(TYP.)
450
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OBJ.=3.5'
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445
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SCALE
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3 / SIGHT DISTANCE
= 2 SHEET NO.
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T.M. 76M1-20 /` / ACSA GENERAL WATER & SEWER CONDITIONS
/ \ LOT 1TH
MCVL0 / i. WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLECOUNTYSERVICEAUTHORITY(ACSA) oj'
D.B34 0 356 INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA l
I I D.B. 184& 28o PLAT OFFICIALS ATTHE START OF THE WORK.
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13
PAVED EXIS G WATER METERS ZONING: PUD / 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE INOT SCOTT R. LLINS 3 LOCAT N OF WATER LI / NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. O �,,
I EASEMEN D.B. 13yz-z ) / THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND L % Lic. No. 0357911a
I EXISTIN FIRE / STRUCTURES, AS NECESSARY. '0p 09/21/20 w4
HYDRANT & ALVE 10 �EXISTING IBOUNDARY PROPERTY 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL °��
- S G
�� ®, I oanWAGE EASEMENT I WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SIONAL E�
;D.B.1848 278) r 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
CONCRETE DJKFh:.
HNV OUT=462.49 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE 3) FEET OF COVER MEASURED
FROM THE TOP OF PIPE, OVER THE CENTERLINEOF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES,
SERVICE LATERALS AND WATER LINES, ETC.
3 15' GAS LINE EASEMENT '�(D.6.1120-z14) 7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
\ I
-�i -- � � 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE
DIP WATERLINE I EXISTING ACSA 10"- ti �T \ . \ DURING A FUTURE EXTENSION OF THE LINE.
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9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. z
I I PROPOSED SEGMENTED io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATIONLu
3 w \ RETAINING WALL WITH REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE a o
' SAFETY RAILING SAFE DRINKING WATER ACT). U
2 I \ (MAX. HT.=io') T.M. 76M1-21 0 COV)
---------- I EXISTI DRIAINAGEEASEM NT_. j II y. \\ C.7�e ,� PARCELII NOTES P U) a
----------- _ I (D.3. 34z�z4i& D.B.2102 zz) I v p \ - �a I`` , ?�, APS WAREHOUSE, LLC u.w) � J))
\ z. A MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST Vl u ac
-;, D.B.1999-352 BE PROVIDED. Z w o
- - - -yo' ROW �' / a dO \ A D.B.102-724 THRU 729 PLAT z. A MINIMUM OF
ZONING: PUD 3-S'OF COVER MUST BE MAINTAINED OVER W/LAND 5/L. O Z z
3. A MINIMUM OF 1.5 OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. g z
1 J \ EXISTING CATCH BASIN 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT &SHALL BE rA > Lu � =o
45 i 7 E/P \ \ _TOP=475.o8 DEDICATED FOR PUBLIC USE. V) cn �
EXISTING ACSA 8" DIP WATERLINE -/ + -454 bV T/C \ P INV OUT=473.o6 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY CURB & FBI ¢ a 5.
NI o GUTTER PRIOR TO CONSTRUCTING THE STORM SEWER, SANITARY SEWER, WATERLINE AND PAVED > LL w
' EXISTINC� CATCH SIN / 5 \ ACCESS. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES TO THAT THE W Ln
9XTOP= 48.85 / _ 454.1 7 - P w \ 1 II ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. w
3PROPOSEDry`�INVIiN44569 - S'wIDE �R CUT \ 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING
EX IWV OUT 4456 / \ \ 51 N 1 UTILITIES TO CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM, AND WATER
z ,I P / GRADES CAN BE ACHIEVED.
i
; - I ' �� R / / \ \ 1 1 - 7. A KNOX BOX IS REQUIRED AND THE LOCATION SHALL BE COORDINATED WITH THE FIRE MARSHAL'S
/ 454.1 E/P / 2 \ ROPOSED STONE LINED TRAPEZOIDAL OFFICE.
TIE IN TO EXI�STING STORM SiEWER 454.97 T/C \ 1 CHANNEL OUTFACE (z' 8. ACSA SHALL BE CONTACTED THREE (3) DAYS PRIOR TO ANY WORK ON ACSA UTILITIES. A BACKFLOW
BOTTOM, 6" DEEP,z:1SIDE DESLOPES) PREVENTER WILL BE REQUIRED.
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CONTR .TOR Tti,\ ED,- -
TRANSITIOIN CG 6 TO,° \ \ a 1 - ROPOSEDSURFACEWATERDIVERSION
PROPOSED FIRE HYDRANT M CG-2 bVER 19, TYP. s SWALE, REPLACE GR-z AS NECESSARY
ASSEMBLY WITH8"X6"TAPPING / \ 1 pJ 1 3 PROPOSED STONE LINED TRAPEZOIDAL - / i w ry N
/ SLEEVE AND 6"VALVE / 456.12 P ` CHANNEL OUTFACE(z'WIDEAT - ¢ 00 ti
456.82 T/G� �� BOTTOM, 6" DEEP, 2:1 SIDE SLOPES) - i C
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6 \ 15'VIRGINIA ELECTRIC AND �
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- POWER COMPANY EASEMENT/
Q N i (D.B.1633-700)
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PROPOSE 0i" COPPER W L �� m 4, �/ �� L9 r
/ u PROPOSED WATER / `,
LATERAL w/ CORP. STOP & i" METER a Q SERVICE LATERAL 456.5 E/P / 45 f UL� \ / (+)
455.71 EIV
456.04 T/C PROPOSED 2,000 SF / m
INDUSTRIAL OFFICE
3 PROPOSED6"PVC TRENCH w / / BUILDING / , d w
EXISTING WATER / w DRAIN LINE WITH CLEANOUTS 456-0) E/P FFE=457.00 / m 1
LATERAL TO BE
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456.50 T
/ o PROPOSED 6 PVC SANITARY
S ABANDONED / w L=8g.o', SLOPE=z.75h C.O. /
EXISTING METER _-M q5` SEWER SERVICE LATERAL
BOX SHALL BE \ w / 456.30 / WITH CLEANOUTS / 3
S
ABANDONED M PROPOSED CONCRETE
EXISTING SANITARY RETAINING WALL FOR I 1 / C�
SEWER MANHOLE / /� LOADING DOCK s� -- di
TOP 477-54 ,% EXISTING BLUE / (MAX. HT.- 4') \ -0 / N
NV IN=469.84 / P INTED METAL ROD Op <, / �. �q 453BW 457TW P / / 7
INV OUT=469.52 3 O BE REMOVED
w 's" ELI PROPOSED \ e. 45283TPTRENCFI _ // phry p w I F ; Q
i" METER \ ha ��� s /
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ISTING STORM S / \ 458TW I / \ `'o �G� -` / T.M.76M1-22 '/ /. J
/ 453BW CO 8 _
MANHOLE \ - � -
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-45 / \ N <��c THE BARTLETT REALTY COMPANY, INCORPORATED •J
R ISE HSTRTOGRADE- \ \ 46 45 BW� \ // /
EX. TOP- 45591
/ EXISTIN zo' RAINN ASEMENT / 6` D.B.110 0 _--
3 / METER Exl�m ` \ \(D B 72z)` - XIS 5 G P NOPES IL CREEK INEVISED ARCS y 5 59 W
/ INVOUT=45o. �A -\�� \ RCP � PARCEL i c� D.B.110ZONING PUD 9 PLAT / F-
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INV w_ 1.7 � I c.o. v � T.M• AL DEVELOPIVI�NT LLC 2� / � �
/ `RA SE TOP f0 556.00 \ O
TIE -INTO EXISTING STORM SEWER EXX TO 4\ \ zo' SE SE / T D.B. 47?5 155 J O
ExIN�IN,45o.49 A `y A ��i�� / XI N' TORMMIi D.B.LATZONING PUD 7 ` Lu
\ 934 3$ THRU
f PROPOSED INV IN=449 55. (' A 1 3.45 �� Q
- v A / NV=461.35 PEXISTING DI �' Q
INV IN=492.2
OUT=461.40 \ A _ _ TOP= \ z
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INV OUT=492.20
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EXISTING SEWER
/ ` \:. i8" RCP - - -- - LL
LATERAL S�UBOUT EXISTING - -- - - - e Q
BOUNDARY \ \
PROPOSED SEGMENTED, `` LU \
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RETAINING WALL WITH' aC
SAFETY RAILING f � \ j . \ �
EXISTINZ
\ EXISTING ACSA iO"DIP WATERLINE-/ _ /
(MAX. HT. ') _ AV _ (�
G 8 5"DIP _ U \ \
/ SANITARY SEWER MAIN\a\," \ '` / `4 / \ - \ - - -- / F--
EXISTING SANITARY \ BENCHMARK: ul
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i SEWER SERVICE LATERAL ✓
/ IRON SET LIJ
T.M.76M1-12 ELEVATION=5a8.38
ALLTHINGS PAWSSIBLE, INC.
D.B.4409-27o W
D.B. 3344-393 & 394 PLAT / \ V� / s� �= / F- W
ZONING: PUD W
EWMMANHOTING LE
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1(LATE 9.92 - t
/ - \ INV IN=y78.INV IN=E_R_AC)_ \. �Q�1 J
/ - / -- INV IN-478.39 A - -EXISTING WATER VALVC� C/
INV OUT=478-36 \ �I -� � / C:) H�
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PAVED l06 NO.
T.M.76M1-12A�
/
��7- 202179
T 1 LO
T sr / �'-�'>r5Y'��' EXISTING SANITARY
/ FSOB, LLC (. \ SEWER MANHOLE SCALE
D.B.3618 64z \ VINTOP-53-99
D.B. 621 & 622 PLAT
' 3535- INV our=�o3.9s 1 20
ET No. ZONING: PUD SHE
,� 4
Conservation Plan Notes: / 1 / LANDSCAPING PLANT SCHEDULE
1 .ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH SYM BOTANICAL COMMON NAME SIZE CANOPY (sf)
PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. ` _ QUANTITY COVERAGE (sfl
NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY TREES % /
THE COUNTY ENGINEERING DEPARTMENT. w \ / ! _ UPA ULMUSPARVIfOLIA ALLEEELM 21/2"cal. 366 3 1,098
2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF i w I \ , / PA PLATAN US ACERI FLORA LONDONPLANETREE 131/2"cal. 1 422 1 4 1 1,688
CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE / I
OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. I _ AS ROTUNDILOBA LIQUIDAMBAR STYRACIFLUCIFLUA AMERICAN SWEETGUM 21/2"cal. 238 3 714
3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT I <\\ � / ) )'- UNDERSTORYTREES
STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED
SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED - -I Z \ PY PRUNUSYEDOENSIS YOSHINOCHERRY 6'-7'ht. 99 3 297
AND PROTECTED. '
4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE -' _. SHRUBS
OF TREES TO BE PRESERVED AND PROTECTED. YI3 1 ' AB ABELIAGRANDIFLORA GLOSSYABELIA 24"ht. min 14 36 504
5 TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE I 1Z IG ILEXGLABRA INKBERRY HOLLY 24" ht. min 23 26 598
DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. IV ITEA VIRGINIA'HENRY'S GARNET' HENRY'S GARNETSWEETSPIRE 24"ht. min 64 35 2,240
6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND / VB VIBURNUM BURKWOODII BURKWOOD VIBURNUM 30„ ht. min 22 11 242
SCOTT/R. Ct?LLINS'Z
Lic. No. 035791 !n
k 09/21/20
o�:'SIONar. ElyG1
APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. i / r In
TOTAL CANOPY 7,381 H
7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER,
ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY
WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF \ /
CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE
MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE /
REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILI
SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND rn- ' PROPOSED TREE
PROTECTED. �5- - - 8 IV PROTECTION FENCING
8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO \� III Nb _6,S6,- -- / O "'\
BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN Y 3-_' + PROPOSEDTRASH
ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL I ` NcDBc- + - 1\ 1 0
HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A I �yti F / i,: �_ + l DUMPSTER ENCLOSURE
PROFESSIONAL FORESTER OR TREE SPECIALIST. I I '/'� + SEE DETAIL, SHEET 6
9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO
BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES 4-
WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE I I
DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL P ('
IS LOOSENED. \ I I (�) � • �,.� ,r �
10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY I II + r
EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. I + \ (9) AB
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1992 3.38 ' 3 II / (8) VB__/,t r
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Evergreen Tree Planting Detail
/ 50' O 5) Ili \ \ B 1- PROPOSED SEGMENTED
" � / V \ ¢- � I 1 RETAINING WALL,
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TREES UPTO 4" CAL. SHALL BE STAKED
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WITH z z'X2" HARDWOOD STAKES.
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TREES OF 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED, TWISTED,
♦-
ANDTURNBUCKLES.LOOPHOSEAROUND
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TRUNK. FLAG WIRES WITH COURVEY TAPE.
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REFER TO SPECIFICATIONS FOR
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FURTHER INFORMATION
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GUYWIRES WITH RUBBER HOSE AND
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TURNBUCKLES 2l3 UP TREE
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HARDWOOD STAKES, ALIGN
TOP OF STAKES
lym
MULCH SAUCER
AMENDED SOIL MIX
CUT AND REMOVE BURLAP FROM TOP
1l3 OF BALL AS SHOWN
SCARIFY SUBSOILTO 4' MIN. DEPTH
COMPACTED SUBGRADE
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+ 18 IV r SEE GRADING SHEETDOU
/ ( ) ♦b. �� FOR DETAILS \\� 1 WITH RUBBERLE HOSEND GAUGE WIRE
WITH RUBBER HOSE&TURNBUCKLES
M 2"x2"HARDWOOD STAKE /
CUT & REMOVE BURLAP FROM TOP Cy.
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a/3OF BALL AS SHOWN M
+ 2) UPA A
/ SCARIFY SUBSOIL TO 4" MIN. DEPTH
MULCH SAUCER. N L`
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Q + { r r (�� 1 ` / FINISHED GRADE C0
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�F\ 2) AS r . TREES UPTO4 CAL SHALL BE STAKED.. V
/ O + I �I E GUCAL OLARGER SHALL BE
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/ � / � GUYEDD WITH 3EQUALLY SPACED1 ��
BUCKLES. LOOP HOSE IHOSE
AND TURNBUCKLES.
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•T" AS SHOWN,TRUNK FLAG WOVE BRANCHES
✓,� J Jm + -. / / I- � W- � - - AS SHOWN, FLAG WIRES WITH CD
�11-, r COURVEVTAPE REFER TO SPECS Q� CN (V
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AMENDED SOIL MIX
F_ � - , F. COMPACTED SUBGRADE
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_ 1 Tree Planting and Staking Detail LU
3) VB PROPOSED 2,000 SF Not To Scale J
6\ � / \ � INDUSTRIAL r I -I_ r r r I GRADEINEXCESSOF3a J
w / AS OFFICE BUILDING �� (� , CONSERVATION MIX REQUIRED i
IG
��3) W / / LANDSCAPING CALCULATIONS: ,--1 J
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s' f f L� \ TOTAL PROJECT AREA 1.35 AC): 58,671 SF w
+ 3)AB 5)IG - / 'a �� �� m PROPOSEDCANOPY ECANOPY.•QUIRED 109: 7381 SF �- (D
3 / /' / ^ 1 r F STREET TREES' �J Z
Source: Va. DSWC Plate 3.38-2 / w �Q 3) AB/ s / a / �f R r f \ r 1 TOTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING. • 220 LF J H
/ 3 J 5) Ili �o ' / a � w l r � � r �I a TOTAL STREET TREES REQUIRED =TREE PER 40) = 6 TREES Q
( TOTAL STREET TREES PROVIDED = 6 TREES J
comtyofAlheParl/ �/"� (3)AB \�Ji i 'Ir f rl� !�_q l-Ij '.,-� J'\,\p \ _
Com nation Plan Cheeldist-To be laced on Landscape Plans tt„1 1 INTERIOR PARKING CALCULATIONS' ! , U
(Handbook pp B-284-I11-297 for completes specifications) / j- 1' v
5) Ili r r p TOTAL NEW PARKING AREAS AND TRAVEL WAYS = 14,225 SF H (n
1. rnerolrowmel4mssbauberbownantlrealan: � _ _ �• r\ j- 'I- TOTAL INTERIOR LANDSCAPING REQUIRED (5Z) = 711 SF l
U Tmsat,besaved: \ (3)AB (3)IG \ ,'f r \ TOTAL INTERIOR LANDSCAPING PROPOSED 1,985 SF 0�/0- 0
,, L_L
EI Limits of cleaz n oulmde dd line of ueas to be saved ; / \ - -
BC P / ��
® Location and type of protective feu,ang, \- � � NOTES:
la Guide changes repairing tree was or walls, 3 �.�.� - - I-�� x / �-�� �; �- �� �I NOTES. '(n
® Proposed trenching or modeling beyond the frms,ofeleating - - _ �F-� - - L-I- f rL- sl%-. \ 1. SLOPES GREATER THAN J.-1 SHALL BE PLANTED W/TH NA77VE STEEP v / J
z Sdarld.mr: j rl- I-j- � I- I- Y _ 3 SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVAT70N SEEDS -
-�� f f- r \ ITEM NUMBER: ERNMX-181 AT A RATE OF 60 LBS. PER ACRE, OR 1
El All trees g be saved shell be h tw with pane nr ribbon et the .t app,, visible m equipment opamtors, 3 �' I _ r r ^�- i� ( ) Q
9 rvo grad ng she l bum an he o-ae oad ng mo been inspwted soil approved by a eounry spa o . rr r \ LB. PER 1,000 SF. GRASS MIX IN THESE AREAS SHALL PROVIDE U) \ \ PERMANENT STABILIZA77ON AND SHALL NOT REQUIRE MOWING.
3. PreLonsiru ionConreence:f .'��� G 3 2. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE 7
� TieeFrecerationandprotectionmeasuresshallbereviewedwiththecontractoronsite, I \ \ AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES Z
\ f �� \ �r err SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED w ��
4. Eaul"men[OoemrionandStoraee: / / � '.- � ��I_f (-'-I -F- I- LIMITS OF CLEARING ANDGRADING \ LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA LU
ILI Heavy, equipment, vencolor traflie and storage ofmmtroctim materials including soil shall not be permitted within the miplines of roses �
f�- 3 NURSERYMEN'S ASSOCIATION, THE VIRGIN/A SOCIETY OF LANDSCAPE
\- r- - DESIGNERS AND THE lRGINIA CHAPTER OF THE AMERICAN SOCIETY
s. soil Erosion and Storamater Detention Davlces: $ L'= v; t �` - 1 \ OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE
® Suand o snalnotadvesdyaRe a tobasavad. / _,. \ _ _ SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON.
6. Eire,• / ;% / " ` .I� \ --_ _- - _ _ - -- _ - _ - _: - - - - 1 , 3. ALL SITE PLAN77NGS OF TREES AND SHRUBS SHALL BE ALLOWED TO w
Y] Fieean, not parmiftedwithin 100fieetofthednplineoftmostobesaved. f / ' l \ 1 REACH, AND BE MAINTAINED AT MATURE HEIGHT; THE TOPPING OF
` \ \ \ T TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED J LLl
7. roaicmaterlals: J I - MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE
El oxic catenate shell not be storodwithn i100 Poet ofthe do line of trees to be saved. / / �% ',�� �' A ' \// PLANI1/
s, Protectwe PemAns, p / // � �tw -\ 4. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT L.L
IIJ Trace mberetainedwithin 40fee[ofaproposed building orgrading actirvyshallbeprotected bypouring. / I \ \ '� DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA J
El Fencing alall be in place and shall be inspected and approved by a County Inspector prior Wgrading or construction. / � (, U ` `�" \ �=r z BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE Q
/ \ i SIGHT LINES AND ACCOMMODATE PEDESTRIANS. (D J I �
9. Tres Wells: - --_ V 460-
® Winurhe ground level most be raised within the ddpbm ofatree to be saved, a tree wall shall be provided and a construction detail /.. - v III
submitted for approval. O ' / A
10. Tree Walls:
ElWhen the ground level most belowered within the dnpline a trey to be saved, a tree wall shall be provided; and a construction detail
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submitted tbrapprovel.
11. irenehime and iunnelbm: \ / \ lL
\/
Z1 When trenching is required within the limits of clearing, it shall be done ae for away from the bunks of trees as possible. Tunneling / \, \ VVV 11 / \ - \\ �- `' H
under alarge tree alid be considered m an altemetive when die anticipated that necessary trenching will destroy fader roots. j _ - - / / \ //( / \\ / F_
12. Cleanup: I t_U
® Protective fencing shall be thelaatiterma removed during the 6rml cleanup. f / \ , - \ / 0 LU
IA
13. Damaged Trees:
A Damaged trees shell be treated immediately by pnu ing, fertilization or other methods recommended by a o-ae specialist JOB NO.
NOTE: IT IS THE DEVELOPER'SRESPONS[RILIIY TO CONFER S. iAE CONTRACTOR ON TREE CONSERVATION
f
REQUIREMENTS. � . � \ �/ _\� � � � 202179
NATHAN BOCOCK Na 9/21/2020 / / GR HIC SCA / \ \ \ \ \ ,\ SCALE
OWNER SIGNATURE (DATE) 20 0 10 20 40 80 / /\ \ / ./ 11=20'
j i
coxrnacr'mlecuasERsiGNAru/� SHEET NO.
(HATE)
s/t/Ob page Olt - ( IN FEET )
1 inch = 20 ft. / // / �'-- \ S 5
/ ? ��
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES:
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECT70N
TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTAT70N (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS
OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
GOVERN.
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCT70N METHODS SHALL CONFORM TO
CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
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. THE MAXIMUM
ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
OF 3: 1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill.
8. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATON MUST COMPLY WITH OSHA STANDARDS FOR
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
ROAD NOTES:
PAVEMENT
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE
AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE
REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE TEMPLATE AND
COMPACT/ON BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED
GRADATION FOR TYPE 1, X OR IN PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE
COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE
EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL
APPL Y.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACT70N BEFORE SURFACE
TREATMENT IS APPLIED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT
RC-250 ® 0.3 GAL./SQ. YD),
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTAT70N SPECIFICATIONS
9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT
ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT
OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA
DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY,
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF
THE VIRGINIA DEPARTMENT OF TRANSPORTAT70N SPECIFICATIONS SHALL GOVERN THE MATERIAL AND
CONSTRUCTION METHODS OF THIS PROJECT
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE
ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO
THE SATISFAC7ON OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE
EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD
INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETAT70N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE
CONSTRUCTION OF THE SUBGRADE.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM
COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL.
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS,
OR WHERE FIELD CONDIT70NS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A
MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE
VIRGINIA DEPARTMENT OF TRANSPORTA7ON SPECIFICA7ONS UNLESS OTHERWISE NOTED ON PLANS
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER.
DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
DUMPSTER AREA DETAILS
11
-
d
a4
a
10'
DUMPSTER GATE
(SEE DETAIL THIS SHEET)
STEEL BOLLARD - TYP. (EXTERIOR)
SEE DETAIL THIS SHEET)
)
I d
WOODEN FENCE ENCLOSURE
(6'-0"HEIGHT -MIN.)
d
10' I 1/
a
l z \ \ i a STEEL BOLLARD - TYP. (INTERIOR)
d (SEE DETAIL THIS SHEET)
Ll
3.5, 43.5'
12'
DUMPSTER LAYOUT
6"x6" W2.1xW2.1 WELDED
NOTE: BROOM FINISH WIRE REINFORCEMENT
7" CLASS A3 CONCRETE
7" 21 A STONE
6" COMPACTED 21A
STONE SUBBASE
DUMPSTER CONCRETE PAD
NOTE.' CONTRACTOR TO VERIFY K1774 ON -SITE
GE07ECHN/CAL ENGINEER FOR FINAL CONCRETE DETAILS.
lx6x6 TREATED BOARDS
BOLTED TO IRON FRAME
(MIN. HEIGHT = 6)
STEEL BOLLARD - TYP. (EXTERIOR)
(SEE DETAIL THIS SHEET)
7'
2x2x%6 ANGLE
IRON FRAME
DUMPSTER GATE
-12"-
I
REFLECTIVE ALUMINUM
RESERVED LEGEND AND BORDER - GREEN
PARKING WHITE SYMBOL ON BLUE
BACKGROUND BACKGROUND -
WHITE
TYPICAL AT ALL HANDICAP SPACES
THIS SIGN TYPICAL AT ALL "VAN
VAN ACCESSIBLE" PARKING SPACES
ACCESSIBLE
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
Ii GALVANIZED "U" CHANNEL POST
ON
00
O W
0�
m0
0�
VDOT A3 GENERAL
I- M CONCRETE
0To
CDTOPSOIL AND SEED
O
✓�V�j j/IAA//�// ° ° �\//AA�\/ A//AA//AA//�/A//A
MIN.
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE
EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH
SIGNS MOUNTED BOTH SIDES
)TE: FINAL STRUCTURAL WALL DESIGN TO BE
IBMITTED WITH STRUCTURAL ENGINEERING PLAT
SID, CG-12
HANDICAP SIGN RAMP HANDICAP SIGN
LOCA77ON (VAN) 1 LOCATION
mimmim
or
FACE
OF CURB
BUMPER
BLOCK
PAIN PAINTED
PER VDOT TRIPE
SPEC.
MEW7RM=MMWWM=M (CAL)
ACCESSIBLE SPACES
HANDICAP SPACE DETAIL
NOTE NO SCALE
HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT
W/ ALL CURRENT ADA STANDARDS & LOCAL/STA IF REQUIREMENTS
INSPECTIONS NOTES. PAVEMENT LEGEND:
1. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND i. HEAVY DUTY PAVEMENT
ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE
WITH ICC ANSI A117,1-09.
2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM 2. LIGHT DUTY PAVEMENT
THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL
INSPECT70N PERFORMED BY THE BUILDING DEPARTMENT.
J. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES
ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF
THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE
FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE
INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE
BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH
FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS
ABOVE THE ELEVATI0N OF THE MANHOLE COVER OF THE
NEXT UPSTREAM MANHOLE IN PUBLIC SEWER SHALL NOT
DISCHARGE THROUGH A BACKWATER VALVE. _
4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO - -
CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
TOP
OF r.1IRR 7 -2" R
IRE
HANDICAPPED SPACES SHALL BE IDEN77RED
BY ABOVE GRADE SIGNS AS RESERVED FOR
RESERVED
PHYSICALLY HANDICAPPED PERSONS PROVIDE
RESERVED
PARKING
1 ONE R-7-8 SIGN AT EACH HANDICAPPED
()
PARKING
PARKING SPACE INDICATED ON S/7E PLAN.
SIGN WILL BE ALUMINUM (PAINTED WHITE) W77H
GREEN LETTERS AND INTERNATIONAL WHEELCHAIR
SYMBOL. THE CENTER OF SIGN SHALL BE AT
LEAST FIVE (5) FEET ABOVE GRADE, BUT NO
HIGHER THAN SEVEN (7) FEET ABOVE GRADE.
SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0
PAINTED BLACK SET IN 12" OF CONCRETE
TOW AWAY
TIPICAL ACCESSIBLE SIGNS SHALL CONFORM TO
VAN
ZONE
ADA REQUIREMENTS
ACCESSIBLE
$100 - $500
FINE
FINE
HANDICAPPED PARKING SIGNS
NO SCALE
TOP OF CONCRETE MIN.
WALL 42"
SITE
RAIL
GRADE
TREES SHALL BE PLANTED A MINIMUM OF O.4 x H DISTANCE FROM BACK OF BLOCK.
SHRUBS MAYBE PLANTED ADJACENT TO WALL, BUT SHALL UTILIZE WATERPROOF j ° j
BARRIER BENEATH PLANTINGS WITHIN 0.4X H DISTANCE FROM WALL - °L 1]
LOW-PERMEABILITv SOIL -atSITE
WALL
FILTER FABRIC
IYALL RAIL FAAS'TL'NING HOETAIL
STRUCTURAL NOT TO SCALE
7*I- BACKFILL
r III
• • • " • -I
q III-
H 21-0
rr
r 4 i TYPICAL
• I I -I I
FINISHED I =
GRADE
q I I I I I I
q - I
4" DIA. IDRAIN TILE
I -I I I
6 6 2'-0"
.3 TO .4
OF H
(TYPICAL)
65/8"OD SPUN STAINLESS STEEL CAP BOLLARD DETAIL
WITH 1" RADIUSED EDGE
CONTINUOUS WELD GROUND SMOOTH
TYPE 304 STAINLESS STEEL POLISHED TO
❑ 6" SCHEDULE 40 (.28T WA
STAINLESS STEEL PIPE
❑ 6" SCHEDULE 80 (.432" WA
STAINLESS STEEL PIPE
11 "OD X .250 THICK STAINLESS STEEL
PLATE WITH 4EA 9/16"DIA HOLES
11"DIA. -►I
LAG BOLT
CONCRETE
J
i' 1 6" 2,
OR 78
STANDARD C.G-6 STONE#BA E6UNDER CURB
CURB & GUTTER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND/OR
BACKFILLING.
(VARIABLE WIDTH)
4" CONC.
� �,\ Q
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
2" SM " -
SURFA
PROPOSED 1"
OVERLAY
EXISTING 8" 21
BASE
PAVEMENT
EX. STONE \ / / /ADA / �/ // /A//A COMP(
SUBBACOMPACTED%/V��V�/�A%�// %�A /V�% / SUBGF
SUBGRADE
ASPHALT PAVING - MILL/OVERLAY ASPHALT PAVING - LIGHT DUTY
NO SCALE PARKING SPACES
MOE OF MIMING PAVeLENT
HAS DETERMINED IN FELC)
NI
TAM COOT TEE P PNEO
CON4rm EMITTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
----_-- "STING SUBBASE PROPOSED SLWBME
_ COMPACTED SUBNAOE
CONSTRUCTION JOINT DETAIL
® REMOVE EXRTNG ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE NTN PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 11IA INCH TRICK ABPWLT SURFACE COURSE MBE NOTE 6)
z KNOWN 2 INOMP OR GR (SEC AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
NOTES
1. MI PAVEMENT WIDENING SHALL HAVE A PAVEMENT DEMON IN MDONDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. USIUMSUUARF�NT DEMON EE OF TIE �TNG ANDD PROPOSED P EMENTTSSHAOR LLL BE MASSED IN THE PAVEMENT DESGN LAYERS OF EASNQ PAVEMENT.
3. A MINI OF THREE CORES SHALL ME TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETENMPE THE TYPE AND MMNE55 OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL S SPACED NO YORE THAN Boo FEET APART.
4. THE ADJACENT TRAVEL LIE SHALL BE MILLED A MINIMUM DEPTH OF il/s PLED INCHES AND REACMTH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WDENUNT SURFACE COURSE, UNLESS WAVED BY TEE ENGINEER.
5. THE ENGINEER MAY BECOMETHE MILLING DEPTH OF THE EXISTING PAVEMENT TO ME ADJUSTED TO ACHIEVE AN ACCEPTABLE PAYMENT GRO55-SORE
AND EFFECTIVE SURFACE DRAINAGE.
B. EXISTING PAVEMENT MARKINGS AND WINNERS WITHIN THE PROJECT UNITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
'!. AT T TNANMIREMBE OOCATIONSPAV�MBE ETESED SHALL CONFORM
010 FOOT STRNEti1TEDGE�WSKCORDCANCE WITSH THE MQUIREMQRS SPECIFICATIONS EXCEPT
OFALL JOINTS
THE
SPECFKMIDNS.
ASPHALT PAVEMENT WIDENING
FOR WIDENING SUBJECT TO TRAFFIC
VIRGINIA DEPARTMENT OF TRANSPORTATION
1. THIS NOTES,
EM MAY BE PRECAST OR CAST N RACE
2. CONCRETE TO BE CUSS M F CAST N PLKE,
ON PSI F PRECAST.
3. CARS HAVING A RADIUS OF 300 FEET M UESS
(ALONG FACE OF CORD DUAL BE PAD FOR AS
RMA CAB.
4. THE DEPTH OF CURB WY BE REDUCED AS MUCH
AS 3• lu" DEPTH) N INCREASED AS MXYI AS
3• (21" DEFTNI IN GOER THAT THE BOTTOM
OF CURB WILL CONCDE WITH THE TN OF A
WORSE OF THE PAVEMENT SUBSTRUCTURE.
HOOT' S�AENi ON ME PPoTC SME IS TO WE MARE
FOR A DECREASE OR AN INCREASE N DEPTH.
'J' TW2REBIOEMEENTSDFOR W 0 RASA SHOW Nam'
DEMON • N MESECTON OCS BAN STANDARDS.
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRILM
KID
W2
STANDARD 6" CURB
VIRGINIA DEPARTMENT OF TRANSPORTATION
NO SCALE
CG-2 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING
WORM IC CEMENT SIOEWAJ( ICEPTH IN INCHES, AREA IN SQUARE ♦ARC
CURB WHEN REQUIRED DEC -2 OR CG-3 N LINEAR FEET)
GENERAL NOTES. DETECTABLE WARNING SURFICE AREA N SQUARE HAREM
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED OWES. EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
2. DETECTABLE WARNING SHALL BE FROM THE MATERMLS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAW.
DETECTIBLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET IDEWALK MR�12-1THEING SU FACE OF THE SVECUL PROVISION FOR CO.12 DETECTABLE aat MAxTHE RE SURFACE AID SHALL EC SUBMITTED r0 TIE STANDARDS AASPECAL DESIGN SECTION FN APPROVAL.3 SLOPIM. SHOES OF CURB RAMP MAY BE POURED MUNOLRXKALLY WITH WRAPFLOOR OR BY USING PERMISSBLE CONSTRUCTION JOINT MTN REQUIRED BARS.
4. F RAMP FLOOR IS PRECAST, HOLES MIST BE PROVIDED FOR DOWEL BARS SO BTHAT MJOVINi MAREO RICH CAR BE CAST N PLACE AFTER PLACEMENT OFNIX
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
S. TER RED BIBS ARE TO BE M.5 X B" BALED ICENTER TO CENTER ALONG TYPE A
CONCRETE fAVEF ,/RMP FLOOR, WII OF RAP FLOOR. MINIMUM PERPENDICULAR g. LlNB /CURB AND DOTTER SLOPE TRAVSITONS AAIIAEM TO IXMB RAMPS9 �•nr !>yNT1�,'rml
AJE INCLUDED IN PAYMENT FOR CI.RB /CURB MHO DOTTER Vn'/,�fjt¢� 'iN N.:S"'MN
], CLIMB RAPS ME TO BE LOCATED AS SHOWN ON TIE BARS OR AS CREDITEDT
BY THE ENGINEER. TEY ARE TO BE PROVIDED AT INTERSECTIONS WHENEVER tp..1 MN
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK S EXISTING, PROPOSED•
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRWSW&K5
AS SHOWN ON PLANS OR AS DIRECTED BY ME BROPEERANO SNOOD NOT TYPE B
BE LOCATED BEHIND VEHICLE STOP LINES. MISTING LIGHT POLES.FNE
HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CNTIMIWS PARALLEL
UNOBSTRUCTED St LE,FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED
AND USED BY PEOESTRIAIS.
B. RAMPS MAY BE PLACED ON RA)IA OR TANGENT% SECTORS PROVIDED THAT
THATMUG
THE SLOPE OPENING
STHE CPLACED
ONYECTIIN THE N OF TIETCURB OTHE
PENNG CROSSWALK
AND
12'I_MAX
PERPENOMMAR TO THE CURB. 5. ,Y.' M
5. TYPICAL CONCRETE SMEWALK IS 4" THICK. WHEN THE ENTRANCE RMM CMN07
ACCWMOOATE THE TURHNG REQUIREMENTS OF ANTICPATED HEAVY TRUCK
MN
TRAFFIC FIFER TO STANDARD LCEP COMMERCIAL ENTRANCE (HEAVY
AT 2" HIGHER iXMT M.
TRUCK TRAFD)FN CONCRETE DEPTH. \ EDGE OF PAVEMENT
10. WHEN CURB RAMPS ME USED N CNJUNCTON WITH A SHARED USE PATH \ EATXXWE SAME AS iN OF CURB
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHAPED USE PATH,
U. WHEN ONLT ONE CURB RAMP S PROVIDED FOR TWO CROSSINGS OIMCONAL). TYPE C
A 4- z 4' LARDING MEA SHALL BE PROVIDED i0 MA DI A WHEELCHAR PARALLEL & PERPENDICULAR
INTO THE CROSSWALK W IMOUT COIN( INTO THE TRAVELWAY. THIS 4• z 4'
LANgNC AREA MY INCLUDE THE GUTTER PAN.
TRUNCATED DOME
R. ALL CASES WHERE DIME RAMS INTERSECT A RMML SECTION OF
CURB AT ENTRANCES L STREET CONNECTIONS THE R BE
of
WARNING SURFACE SHALL HAVE A HE MANUFACTURER
RAINS OR BE FIELD O 0 O D O s=�
-MOOTED AS RECOMMENDED BY THE MMDFMNRER i0 MATCH
THE BACK OF CURB. - O O O O D O O O O O o O
� o 0 0 0 0 0 0 0 0 0 0 0 -j
LADING RAMP u 0000000000000000
00000000000000 to
000000000000000
D D D D O D O D D D D D 0 0 0
0 00000 DooD000 000
F ASE o00000000000000
DETECTABLE WARNING
AT BARK OF CURB VANMLE FULL WDIX OF ROMP FLOOR I
SEE NOTE 12. NHEIIN pqY L1NIT5
i
2" SM-9.5'
SURFACE C
3" BM-25
BASE COUF
H-H
Lic. No. 035791,a
19/21/20 �4
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ABSOLUTE MINIMUM 12'
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MOE OF PAVEMENT
,I
LIMITS OF PEDESTRI _ _ _W' ® LIMITS OF PEDESTRIAN04
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AC ESS ROUTE ACCESS ROUTE
UNPAVED SPACE NON -TEA RSABLE ! WPAVED SPACE /S�
WIDTH
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PEDESTRIAN ACCESS ROUTE DETAILS WITH 81 LLI
WITHOUT UPAVED SPACE J
1
NOTIONAL R101i-OF-WAY IS REOI�RED f THE LIMITS 1
N PEDESTRIAN MLESS RWTE NM E ITEND BEYOND E%ISrNG i'-3" J
OR PROPOSED VDOT RIGHT -OF W I 15�I \/
® PEDESTRIAN ACCESS ROUTES PROVIDE A EONTANT V/ J J
ONOBSTNIGTED, ST IHLE, FORM NO sMP RESISTANT p', E. I� , ' 1
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A W
HALF PLAN
n FACILITY THAT CAN BE PPROMHED, ENTERED AND
USED BY PEDESTRIANS.
I
"
"•"•`• •'•
"B-B
N F PEDESTRIAN ACCESS ROUTES N ARE BEING
PROVIDED,% MNWIUM *-TRAVERSABLE WIDTH IS
REQUIRED MATH A MAX. 2R CROSS SLOPE.
SECTION
L9
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o
®
F_
WHEN USED IN CONJUNCTION WITH STANDARD
CG-3 OR CC-7. ME CURB FACE ON THIS
STANDARD IS LE U ADJUSTED AT MATCH
THE MOUNTABLE CURB CONFIGURATION.
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TYPE 1512E 210
GLASS N (LE.SJ LONG.
SECTION C-C
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5'-0" g1-0" POINT OF GRADE CHANGE 'F==•II
CII
12Y. MM. POPE
FOR CURB AN CUTTER ONLY +Y
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F SDEWALK CURB AND GUTTER
x z 12 X MADMVM INCREASE N SORE AT NINIMUM IC NTERVAS
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NIRT CONWRRENTLY g X MAYNUM DECREASE FOR SUCCEEDING MIN" 10• INTERVALS
w
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DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNNG
SECTION A -A ""'"' "-
INSTALLED ON A RADIUS DETAIL DETAIL
SECTION D-D
-
OFICATON
FERIENCE
`v=
Roro AND BNGCE srMDAms
CG-12 DETECTABLE WARNING SURFACE
(GENERAL NOTES)
SPECIFICATION
RFFERENGE
`VI�T
Roro AND eREN:E sTMowms
STANDARD ENTRANCE GUTTER
RPECFICATKN
REFERENCE
U)
30D
SHEET I OF 6 REVISOR DATE
DB
SHEET I OF I
REVISION DATE
W2
0711,
VIRGINIA DEPARTMENT OF TRANSPORTATION
5G2
DJ115
VIRGINIA DEPARTMENT OF TRANSPORTATION
2as.Os
MI 1 CO-12
A� PEflMI55181.E CONST.
5'MN. JOINT
L I
pSEE �JRLNCATED OBE` FFORDETALS
TANGENT PLAN!
STD. CO-2
2.p. 51
BARK OF 11 1 4
20-1
T MN.
SECTION A -A
NCTE FOR GETffR1L NOTES ON THE DETECTABLE WARNING $OUTAGE
SEE SHEET IOF 4.
TYPE C
PARALLEL & PERPENDICULAR
APPLICATION
ROADWAY NAPE
IN PERCENT
MINMU4 RAMP LENGTH
IN FEET
4" CURB
6" CURB
0
4
5
5
3
3
6
4
4
R
5
5
10
8
]
14
13
15
B
15
15
CG•T L.I
Lli
Al n sTaFEt sAE su1FMXxn GENERAL NOTES LL
(RAOUS M BEM M YNMUNE RDIDWAT (SEE NOTE D
SHOWN ON PI a G C
1. WHEN M-1115 USED FOR STREET CONECTONS THE
- - - - - - - -
I
CONNECTOR MOST BE DESIGNED N CO ACRDANCE WITH
AATO POLICY PLE REIIfisM
Lu
♦�
OF THE VDOT ROM DEMON MANUAL. INCLUDING SIGHT
C�
/
OEMCOASNATXN SHOWN N PI
DISTANCE REWREYENLS.
/
CURB AND WTTEA
CPe ( NOTE ]I
I I 1
IOU
----1�
WENNT REWW6NCE B OF CANNOTATC HEAVY TH
2. WHEN THE ENTRANCE RIP CANNOT ACCOMMODATE TRUCK TIE
TRAFFIC. THE DEPTH FOR SDEWALK M CURB RAPS
I
SDEW" I
l9EE NOTE 2)
I
WITHN THE LINTS OF THE RANSHOULD BE
BORFMEO TO ]".
1 I
W.
I OPIIONA 6•
LLJ
EE EI
HZE---
FL01Y LIE
----
0. OXEN USED N CONJUNCTION MTX STANDARD W-3
OR CG-T, THE CURB FACE N MS STANDARD S TO
II II
EXPANSION
J]M
EXPMHSIN
0 JOINT
BE ADJUSTED TO MATCH THE MOLNTMLE CURB
CONFIGURATION.
CROSSWALK
TYPICAL PLACEMENT
NOTE: WIDTH 15^ 2'-&' OR AS
sHowN oN rrPDAL seeTDR
M' MMRNE ROMRAY
4. SEE STADMRD CI FOR CURB RAP DEMON TO ME
USED WITH THUS STADAD.
/r
AT INTERSECTION
pJ
S.
\L
WITH BUFFER STRIP
PLAN VIEW
PORTION OF`GUT° Too PRECLUDE FORCING OF WATER.
/ n
V
J
ENTRANCE NOTES
O
THE SELECTION OF CURB TYPE AND THE CONFDURATIN OF THE
J'UTY SYRUP MAY VARY TO MEET MISTING FIELD CONDITIONS
MANURE ROADWAY SLOPE
ID PARABOLIC CURVE
B. PLANS ARE TO INDICATE WHEN MNSTRUCTKN OF A RN
LIRE IS RECLINED TO PROVIDE POSITIVE DRAINAGE ACROSS
THE ENTRANCE.
0
O
AND ROMWAY GEOMETRIES PROVIDING THE DMNSIONS AND
SLOPES ME
EDGE OF SHOM ER OR
ONE
SIX". D
/�
4
AS NOTED.
OPTIONAL FLOW
_
SLOPE CHANGE ® --- T.
]. MABEINE PAVEMENT SHALL BE CONSTRUCTED TO THE
0
MAINLINERE
EIMAINLINEROADWAY
Y
`--- - - - - - - - -
R/W LIME (EXCEPT MY SUBNME STASTABILIZATIONIZATI
OURED FOR MANURE PAVEMENT WHIN CAN BE
BX PAX. D
WITTED N TIE ENTRANCE.)
-
SLOPE GRANGE ® - �
B. RADIAL CURB GR COMBINATION CURB AND GUTTER
D
SHALL HOT BE CONSTRUCTED BEYOND THE R/W LONE
w
EXCEPT FOR REPLACEMENT PURPOSES.
- 2:1 NPX
1�
S'MIN
20`MNWY FN
COMMEROAL ENTRANCE
B. G ORE DESIRABLEAND
WTHEWNLOWOaE ENTRANCE GWDEGES
12:1M ZYj, (� TABLE. THESE VALUES ARE HOT IPPLOADE TO STREET
5 !VON .'K CONNECTIONS.M CONSTRUCT GRAM CHARGES WITH A PARABOLIC CURVE.
'MN AT * 2" HIDER THAN SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES
EDGE OF PAVEMENT
AT*)X.SME AS TOP OF CURB
THIS COMBINED (PARALLEL L PERPDVOICULMI DESIGN FOR ALTERATIONS CAN OF
USED WITH MJOINXG BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES
WITH BON• X SW WIN. ONENSIONS, THE SHORT PERPENDICULAR RUN TO THE STREET
CAN BE PROTECTED BY A LANDSCAPED SETBACK N CONNECTED TO THE SIDEWALK
WITH A WARPED SURFACE.
MCI
THE MOUNTED LENGTH OF A PARALLEL RMP S
LIMITED TO 15 FEET. REGARDLESS OF THE SLUE.
ROM AND�TANDARDS CG-12 DETECTABLE WARNING SURFACE
VISION DATE SHEET , 9F , REy. ]AXIS TYPE C (PARALLEL &PERPENDICULAR) APPLICATION
RG, 2E71 C VIRGNIA DEPARTMENT OF TRANSPORTATION
B
CLASS AS
CONCRETE
:J 3[yJ(+JiK4jj4:
ENTRANCE VOLUME
GRADE CHANGE
O'
DEBRIBLE I MAU
HYGII
MORE iNANI I500 VPo
Ox
3x
uEDllu
SDD-1No YPD
sax
ex
LOW
LE55 iHAI WHO vPD
SBY I
ex
NDTE' ALLOWABLE ENTRANCE GRADE TMLE IS NOT
APPLICABLE TO STREET COMINECTOMS
PEOKAT. SPECIFICATION METHOD OF TREATMENT-
AUTEHXE REFERENCE
CONNECTION FOR STREET INTERSECTIONS
DS g0t AND COWAERCIAL ENTRANCES
O1
VRGINA DEPARTMENT OF TRANSPORTATION
LU
O w
w
Inc Lin
JOB NO.
202179
SCALE
AS SHOWN
SHEET NO.
6
ECn°LSI drrmre feature mai l sensor which redces drive Curren When ambient
faMexceatl rated temperature, providing Want operelion for 100,000 hours
ry forTM-211fie certain for apedfic configuntlon).
TER.11XIS'NO
CONTROL OPTION -DIM -040 voh dimming ambletl whh contras by
other..
LEDS - Select high -brightness LEDs h 5000I(, or4000K color tempmatum, 70 CPI.
OIBTRIBURONA'ERFORMANCE-Types 3, FL IT-L FT-R. 5, and enhanced 5E and FlE. Flirt
and irl allow for D180 molamng omfigurbtions wen factory set optics for applkatlmM
such as automotive front row Exceptional uniformity create$ bright environment at lower
fight levels. Imemd Louver (II apucn avallable for Improved backilght Control ANhout
sacafldng street side pefForme for FTdishibudm. Consult factory for intemn Iouverfor
Fr-L and FF-R applications.
HOUSING. Orle-place, die -farmed aluminum housing contains factory pretend driver. Wiring
DOE III ING FACTS
access door (vim safety larrya fft located undemeM.
DWMned of Energy lid vemmd movements, product rentdata
OPTICAL UHT-Clearmmparedltal Blass lens pempnemy sededmweather-tlpmduminum
lemBmmaMmfospWc MIh to FMBPrepnm.
optic fame cremes an IM rand optical unit prrcludes pressure-snb111ring breathed.
WDggno
VhttwM.IReW4mda0an mrlpamo edMop Wipe.
VToN
MOUNTING -Tapered rear Cast OI ailows tiAi11rA8 to be mourned in90°and 120°
MGNT OUTPUT - ) LCM
Lumen11Nomiml
.a 71 era .b a8� oriE
Web
NMINM
m
HOF27i
1000. 22e00
S0600
1 22BOD 155M logo
1 31100 212M 21100
193
278
1e ea
[8 %0
1B3W 20W0
267M 27NO
20800 t50op 1W00
1 2MOD 201M z
123
a6
coif uroons without the need fore)bmlan arms. Use with Traduced dri fn Rem. A
A A Pa
mood pole plate is required for mounting n mood odes. Wall mount available by ordering
well mouni bracket (BKS-XBO-WM-•-CIA). Proprietary pole quick mourn accesscdm
available with hodzoMal mounting or fixed 15' anghed mounting (POMIi-10%1_R and
POM15-Kn-CLR) for mounting to square poles. Top mounted reinforcement bracket for
high wind or vibration (up to 36) applications available as installed option orfldd-mount
accessory.
a Cho an hocardir opabdenrebm 4. raw lm . ELECTRICAL -Two-stage surge prutanion(indnding separate surge protection built into
electronic drNed meets IEEE C62.412-20OZ Location Category C. Available with Intrinsic
vollage power Supply 120-277 VAC (50160Hz Input), and 347-480 VAC. Optional button -
type phomorlls (PCI) am VAUd vie In 120, 20R 240,277 or 347 volt (supply vDical must
be spacfiled).
DRIVER -Available in SS (SISaver) and HO (High Output) Can currents. Components
are fury encased In pol rtManM for mdsture tnismnm Driver complies vO FCC
Standards. Driver and key electronic components can easly be=eased.
OPERATING TEMPERATURE--40•Cto+WC (-VFto.122°Fl
FINISH • Rxturee are finished with LSI'S DureGdper polyester powder coat finishing process.
The Dual 1p flnish withstands extreme weather changes without crack ng or p reft
Available in bid* bronze and white. Other standard LSI finishes available. Consult factory.
WARRANTY - LSI LEDf%tures Puny a limited 5-year warramy.
PHOTOMETRICS - Please visit Our web site at www.lm-Industrles.com for detailed
photometric data.
SHIPPING WEIGHT (In Arlan) - One if&M; 2525 tos (11.5 kI Pecked two per tartan:
43.5Inc. (19.7 kill).
LISTING - UL RsMd to U.S. and htMnalloM salary standards. Suitable forwet locations
Far a gat of the specific products In this series that am DLC listed, plats$ consult vie LED
Ughting Won of our enables or the D gn Ughta webstte at wwadedgnllgloul
iAm pMod,mplKlp malhnad your
phitadHemeotided brow. %cep eonmhhHvry
Ira younpesnlc requlrements,is.
rA RA RI H C E ® FC IP65
kMummprywM ANSI C13M1d4100.mmvn NBAmY Smmfimlwnpaxmppapfpuwnem lumlmnVlhNl°rt 6a
mmlwnmm
project Nnme I Flrtn type MNMS7
021317
Catalog ° I LN NmUmRlE6 NG
STEEL SQUARE POLES
DIMENSIONS
POLE SHAFT • Pole shaft ts eleolro vNUed AST#-A5DO Gral got tubing war a minimum yield
sax- searI
$Carl lcf 50,000 pd. On Tenon Mount steel pales, tenon is 211E"OA.high-drength pars
N.2a,re'Immm)a.o.aFURNatmmaTmon°IIuNbl°m1°'In
Tenon is 4314"In lepth.so-aigm poles are 4",5", and 6"square.
FI
I-1
HANG-HOIE-S18Mamhod-hole rt lOgNOn he 12' abrove Z'x4"mobMe.nted an 22'vd ova heVE a3•
rpoleshavee Y' x4"a handength
N-PolWrced 6 AST -A36e.
hotMhMLometl
BASE- Pole base re meal plats With a mhdmumymU mrenplh d 36,1100 poi.
JII--\1III'�
/III_\'V
base corhd-roNd
two -plea square base cavNM aptloml
ANCHOR BOLTS - Pd%are Nmished with anchor bods k tumlg anppNHd double rags ale
14'-aa'
bmounilp Hph.
wadlmrs. Galvanged arch bops are optional Anchor bdta conform to ASTM F 1554-07a
14am-It.pal
Glade 55 Alan a minimum yield strength m 55,0000.
GROUND LUG - Ground lug %Mandan.
Nand#me
DUPLEX RECEPTACLE - Weatherproof duplex nceptace is optlond.
GROUND FAULT CIRCUIT INTERRUPTER • GNI-mmm0 crowd tuft clmud inmrtuptH Is optlmdl.
ar-
FINISHES- Each pole is finished with OuraGapn. LSI's baked -on polyester -powder
Y
laosmml
ran Ie ROM
Poo i'repnno
finishing Process which dectrostaticaily applies and llisssapayesmr powder to the
Opil°n•I
B... cam
petad°N
pole. Provides an extremely smooth and unNorrn finish to wNstand extreme weather
J
®
PC
changes without cracklnA or peeling. and features a Me -year limited
wess
Plus added nda3.Om5.Omilthimm*.poyesler-
of polyester -
r
DuraGrpmshplu
tiroolong,
an as wall
pottier finish plus an Inner coating, a6 well as a seven-year limited warnnry.
Pmlenuhn
�11
DETERMINING THE LUMINAIREIPOLE COMBINATION FOR YOUR APPLICATION:
mAor
eon
Select lumlreire fromluminaire oNedrlp inlormatlon
. Foundeeon
Si bmdMt configundon 0 required
Byrant
Detemllne EPA value from luminalra/bmrhet EPA chart
• Salect pole III
DRILLING LOCATIONS Sio"C•
. Select MPH to mock wind speed In the application am (Sea wodspead maid
• Confirm pole EPA equal to or exceeding value from note above
• Congo factory for speciW wind load requirements and banner breckets
sm. D.- -_-•-_ -Mud. 'Br
Bib "A• (N.ae-0d. No)
Bid. A C C a
HOW04
b
%
1
1
oar•
x
raB•
x
x
x
m
aria•
x
x
x
x
sit beep
x
0
'Gotten bMbmwillM 12Ru8e
bAnit pMd$mA
Bob: SbntlM SFM OF orb prepmelbnln bpm0 d4ol M
hYCM diha poNimm tan Ease, union olMminapmded.
SHIPPING WEIGHTS- Steel Squats Polo,
4;. Mm1, ll Ge.le eppWMxY 7.•A ram,
'Itmnmlm. Rao 1pppplmdNy 1QNWL
In. 11 Ifi npmumav e0ai».rLl-
12K5'n
g1I2.10lh.ISmpmlmWv
l"MAL
e'tvmm o7M le WmM 1eW mitt
nnam I larmv p 1 Ea wr
AMA mmnE11mm 90 m.11µgyep
V 4ijC
hunig clit �L
,Pmled Name mm Fn Ty/e 7RM8
corn
catalog a I LM INDUSTRIES INc.
CatalRg WPSLS-4OW45K-BZ Project: VOLVO CHARLOTTESVILLE
Prepared By: I Date:
Pmetermenes
4500K
Dellvere0 Lumens
Effleacy
Wattage
4,047
1 105.7
1 38.28
Optical system
• High-performance Chip On Board (008) LEDs behind clean tempered
glass for maximum light output
•4500K colortempemtura.
• Minimum CRI of 75.
.Zero uptight
Electrical
• High-performance driver features over -voltage, under voltage, short.
clrcult and over temperature prdemlan.
• 0-10 volt mmming (10%-100%) standard.
• Standard Universal Voltage (120-277 Vac) Input 50/60 He
. L70 Calculated Life: >1001, Hours
-Total harmonic distortion: 20%
• Power factor:> 85
• Input power mays conmam over life.
• Dover Off -State Power Is 0 watts.
• Chip On Board (COB) LEDs with Integrated circuit board mounted directly
to the housing to maximize heat dissipation and promote long life.
• Components are fully encased In pending material for moisture
resistance. Driver complies with FCC standards. Cover and key electronic
components can easily be accessed.
• Minimum 2.5101 surge romNO
Controls
• Optional 120V electronic button Photocomol.
• Apertures for field or factory Installed pAmocontrel.
Wck
Wall P
40 Watt LED Slim Wall Pack
Cl�Y e UL B B `1J RoH
le ��/ _.PU
Dimensions
2.50
-4.00
65
L&A1du•Nw Inc laY.O AYlonw na OnaMatl off 45242•I$Ma7=-41$ InaJmMe elK AN p" Naaar+aa. WWI
LED AREA LIGHTS - LSI SLICE MEDIUM (XLCM
LUMINAIRE ORDERING INFORMATION
ttPICAIOPOm FxAMPLe XLCM 5 LED SS CW UE BLK PCI120
%alla DMdbutlm Nni?�I h'I tan n:Ii'iun Input voba. FleIE Dptlw
%LCM
Ui
6-rypv
-LDJU-S"Naa
.!
a mpu
GW;GWl While
LNE Wvernl
'Ile'
1120'SINI
aPz-eMM
mM-otovmmmina
(mmextamelxgml)
XAMTyp Phdpx1,
MIN Miam WM
% Femora Traw
(pIXAN
3/1-IM
mi-rowed ODla AMbdbr DlN
Poncer N-me27N
Nam111ag5m1
Billed.
PCD17allot
%A-bMdOpnc RohbtlMmo
Voflpe
IL-InHmx Lenerlfnll•bN
Nwm IRNmeml
(Mii$WI
wen irdbmEuaonplyl
NV � VlErdpn. Pel n IcmemaR BmcNn
N-Tye VBemnd
ill RMm RIM Enllarrt•tl
-
ACCESSORY ORDERING INFORMATION
(Aanfmnn are note Internet
i
81a I•
h5
Opri
Mar N.M.r Dmm1om
Me, NI
t�
area•
1.D
exs'zeo-va.•cLR tau MohmenOM
wen 2080manmram
Rnxd
xIFAli am fAanY Nout Side am
Fidlla Are 2
Fdon 8
PR
OBR
o.e
mMk mw'IYImW!M
Bp916NUC m nub Fur W
DFlQ 2
ieR
1.7
MLtM3T-VmM1HB65M Fahmtl RaunMom
In
D1x4N nal ER, a e6CV
Bala
NmmBU^ n n In M g017 6mnlaW SLl
1.I
dNo UP Pem
10B413M 17�LR,5[Vtt Pypui[kNemAN°Immelelean
5p32BCIA
a�iN14R
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to
floured Pob Penn
SURPPNMnd
a19M1CIA PoM15enSLR aaurecde wiaNMeum BrMtwHkd ICMDN
±411
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...
Me' Food
MVP Pob Mbr4 M
BxSxIMHNiiRPel b e era ewwn
4W
e25711dA
pGTNOFI
1-i un Sloe SnINdsaddtobbn EPA. Coneurthdary
2-fplPO must be lone In ion bra orb dell.
DIMENSIONS
terror
»one•
Is-
m)
FThe '1R
(tPim
ld
1.,M'
1mmm1
iloviml
HOUSE SIDE SHIELD (rear mount)
-7
7q6'
(1D1mm 4-0/9•
�161VIR_-
O24mra)
4apmn)
LEFT AND RIGHT VERSIONS OF TYPE FT REFLECTORS (TOP VIEW)
Area to be Ln
Nola: Optics are not field-r*teble. For 0180 Forward
Throw ImMIIMIODs Specify left (IT-1.) and/or rlgM
On Type
UFT Tvpe
(FT-R) aide Recording. OrlsnMUon le based anSpending
FIT-1.
DID
FT
attbpoleandiDDMngaubetmeamatobeliL
toil IdgMl
PNIldnome I Fixbe Type 1 o 7
02017
Course# I&IMWBTAIF81p.
STEEL SQUARE POLES
POLE ORDERING INFORMATION
T;;1_X RwRExAMNE 5SOB5 S070 24 S PLP SF DGP
aeNdmn
AHbde1
Iftlor
COM ammi.
Pal.
op9M
bnan An Munb See gob nelacce gultle
S11G-II Ge.5leel
11'
B-SInBk/Paralkl
M-Boma
GA -Gab WMahuM
to
-eve
-
6F-NpbFlooOa
UNS-3- Reduced ddling pattern
Dual DSuble
PLP-Mr. An.
OF-DoubWF d°
pNW-double
IVXT-whin
DGP-Dunadpm%ve
MGM -5^ Traditional tlmllp pram
lour -Triple
84-$6doVnegMn
-0-Lae Arreoreente
6BOBS- in Tntlmoml doing pMm
2/'
TN12R-Trile
GPF-Gnphb
OMIX-Polepenral
lmilling UM-5'reboi poem
as
Deal
MSV-MeunlC snnr
PMOSCou4mry art
air
a6'
linen Map)- Sae pbeel¢Uon guide
N-T•n°n Maunl
Hwe.d an and OF pole proportion at. lanbd
Nor l an out ll#umNntbt mamma,
$R
(BhmMMnm ebb2aA"0.0.)
414 of ion Ad am aitln polehot lie tile, plop
NOX
tmmtae meclflM.
BBle
meth
CemdtPde B.bdbe
tilde pppaWa
vile
Xo MouMlnp Xdn- Use du:
• W41SF a GXASISF
'
• NA XM6F a WX616F
Inlemel NIPIIpnI
uor
um
1- MAN Jxi andlm Y Mmd Did PMm M AMLNmp BMab-arimRTMMOM nrld 4. Omer Was lox:Count handle hipard Xm
MSpec Sbemfor lmsnaice ftrbM. IoF21IndMaprIamt°nlaMbelAuppoAbbmMpmla
2. PobbNhb will hawma
lonnor b 2dl
8-Somme IpMO Bragmb nnplmddp pit mObmbb, 5.OW*do, Wulmb Norlor ut dlh Mal mlld,=m
BOLTCIBCtE
/"ONMlpwe
RltNmnlemen
R(127r°m)ppn
Rllwnl pen
1ol1Rlm7mml m.
1P11B'nalnnl p
1p1A`I2Blmmlp.
1RdolM)p.
11'minl 4.NnMM
Ir12Mniemldldnli
II'INMmI Ie.MAM
n
IVIa IDIlaaoHgnE
e
c
n
B
$IMd
shale
Sound
6kbd
R-11'(Mmm4Mmm)
R-Ii'(mDnm27lmm)
B'.I1'(22Bmnr2di
12'rm )
a14'xm•
L4•xtm
rand•
1'xaC
sm°r
Impersonate.)
OBmmxT m)
(Edam mlmml
(2Bmmxinnot
hcr�n
Y1N'
31M
f
1'
R
yanni
Ib1mm1
002mm1
hunt t
Goodie
4-511
m'M FnNo
(Bmfm6eml
O rat
Ittlmm)
(da51 l
1a26hnsmslBmnlL
11137mmvlBm
tl9mm
12•°DmemMMmmj
pratSln
ex2Bmmj
Novi: em Po Ili mmane m•y mmaa wmam noun. De nd w br f W p entlnr bid. Cown Mon or the base
pkbbmpbne,
Ruled
Coming
Construction
• Rigid Precision Die cad -aluminum housing for dirablllty, and
condmency.
• Vertical ins carve as a heat sink and resist accumulation of dust and
pop Is.
• The Patent Pendlnp thermal stacking neat removm technology extracts
heat from within the housing moving 4 away from LEOS and Natural
components.
• Luminalre hinges open from the bottom to prevent leakage.
• LummBlre Is proudly manufactured and tested In the U.S.
• Fixtures are finished with LSI's DureGnpS, polyester powder coat
finishing process. The Dural finish withstands extreme woman
changes without Cracking or peeling. Other standard LSI finishes
available. Consutl factory
• Shipping weight 8.21he In Carton.
Installation
• Surface mounts direct toJ-box or wall.
• FeStOres 8 bubble level and removable hinged face frame for ease of
Indallation.
Warranty
• LSI LED Fixtures carry a 5-year warranty.
• 1 Year warranty on optional Button Phmocdl.
INC.�
'G
Listings
2311e
• Listed to UL 1598 and UL B750.
3
•GSA Listed
• ROHS Compliant.
e DestgnUOhts Conson lung® (D-C) openfied product, Not all versions
of this product may be DIG qualified. Plead check the DLC Qualified
Products List at www.duignlights.org/OPL to confirm which versions
arequall0ed.
• American Recovery and Reinvestment Act Funding Compliant.
• Lighting Fads Approved.
• Suitable For ANSI Locations.
Luminaire Orderina Guide
I RWuTrue 1 7018 /
02017
LSIINDUSUJEsmc
i/
WPSLS40W -S /
40 Watt LED Slim Wall Pack /-
Photorretrics / 3
FOOTCANDLES �U- 10' MTG. HEIGHT
Footcandles on the Ground
FIR
NelaAl
B'
1g'
1M
e'
10'
16'
460sn
Near
10,
20.0
9.0
3.7
16.1
7.1
3.0
9.8
12'
14.8
6.0
4.3
1 12.5
1 8.8
1 3.3
1 1.3
f®nmr
litirig factsn
Light Output(Lumene) 4047
Watts 38.28
Lumens per Wau(Emcacy) 105.72
Color Accuracy 75
cr.,Re,a,. cR
viola www Ilphrin d....... L.bJ n.M1nnw oubY.
".. 1..".. w...r•°..r "n
Fn11F
Pn1ia XhNge C.brTery FMe1p Opilnm/ahmrota
WPsl6
haw
45IL-4ow
Bz gtore
K120-120V Sudan Phdocanhol
jOOO
Pori - 205,2M PhNacentr°I
L5l lnaucana Tc mo�t anon W m1 ClnGnnW CH 4242•wN"H.mFYlmmdnYewm •am arts -en TJ• ml& Indentures Inc AN %gip Febavea. 051IM17
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NOTE:
i. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS
3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF
LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT
LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY
FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM
LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL
OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF
FOOTCANDLE.
2. THE WALL PACK SHALL BE A WARM WHITE (300oK).
3. TILTING IS NOT PERMITTED FOR THE PROPOSED LIGHT FIXTURES
WHICH SHALL MEET FULL CUTOFF SPECIFICATIONS.
1
Luminaire Legend & Schedule
Symbol
Qty
Label
Arrangement
LLF
Description
`-E�j
6
S3H
SINGLE
1.000
LSI # XLCM-3-LED-HO-CW-BRZ
1
WP
SINGLE
1.000
LSI # WPSLS-40W-3000K-BZ
1.0 footcandles
0.5 footcandles
N \
\ or
1 N 1
S3H
m
N
1 1
1 0
O
1 N1 1
1 1 1 1
1
1 v 1
1 NI 3
c 1
N j
S \a A e •
s 3
539
' \ \ \
7j. \ A,
PROPOSED 2,000 SF
INDUSTRIAL OFFICE
BUILDING
/
GRAPHIC SCALE
20 40 80
\ / \ a-, _
\ \11
I IN FEET ) \ V - c 1\
1 inch = 20 ft.
1Y
SCOTT/R. Cb'LLINSIZ
Lic. No. 035791 !n
09/21/20�
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JOB NO.
202179
SCALE
1 "=20'
SHEET NO.
7
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/ 1 T.M. 7
, 1 LOTT io ao /
Structure
Area
(Acres)
C`<v
to
(Min.)
10
0.91
0.80
6.0
8
0.88
0.80
7.2
6
0.00
0.90
5.0
4
0.36
0.90
5.0
2
0.00
0.90
5.0
TRENCH
0.08
0.60
5.0
I I \ \
.34
D.BB. 34 -356
28y8'-z80hAT / \
0fNG: PUD
\ 5 A15
10 \ I 9 _ G R AP F HC ---S-C ALE"
/�,�
30 0 is 30 so 120
4
N
T.M 76Ms 2z ( IN FELT )
I
PARCELn 1 inch = 30 ft.
APS WAREHOUSE, LLC
\ D.B. z 52
o \ ,, c / D.B. 1102-724 THRU729 PLAT
I ' uy ZONING: PUD
I \
e
XISTING CATCH BASIN
\ \
EX-1
--------'- ----- -- -- /
PROPOSED DRAINAGE DIVIDE i
' � 1 11 .PARCEL iz
THE BARTV REALTY COMPANY, INCORPORATED ,IIIIIIIIIIIIIIAW
D.B. iioS-Sqo
/ 0, 4 uoNU PLAT
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AS h 1
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4 'G-•' _�
\
T.10.76Mzn
- - REVISED PARCELz /
IL CREEK INDUSTRIAL DEVELOP�NTLLC
PROPOSED DRAINAGE DIVI�E-
DB\ ,
-4
D.B. 2342-238 THRU 247
PLAT ZONING`. PUD
4%�41# -
- - _
ALL THINGS PA101-12 E, INC..
i . /
D.B.4409-270 - / D.B. 3344-393 & 394 PLAT
ZZG,
NINU:PUD _. i .� -s"- �� A
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on
LOT a
FSOB, LLC
D.B. 3618-642
D.B. 3535-621 & 622 PLAT I '
ZONING: PUd 1
/ r
DOTV
DOT DI-1
PROPOSED (GRADE TP=453.89 I �
EXISTING GRADE INV OUT: 446.83 TO 2 /
STR:2 F455 455
VDOTMH-1 FILL
TP=454-75
INV IN: 446.28 TO to
INV IN: 446.28TO4
INV OUT: 446.18 TO EX-1 45D 45D
1 /
EXISTINGio ACSA /
DIPWATERLINE /j LL PROFILE SCALE
445 18 HDPE /
� 445 / s 0 zs 5 io
63.36 LF C 0.87% /
442 442 // /
I inch = 5
ORIZONTAL PROFIL SC'ALEr
� so 25 so 100
0+00 0+50 1+00
ET
STR Zo - STR z n h_-
PIPE DESIGN
n = 0.013
Pipe
Hydrology
Pipe
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to
❑
LL
K
Pipe run: STR S - IXt
8
6
0.88
1 0.80
1 0.704
1 0.704
1 7,20
1 6.01
1 4.23
1 4.23
1 448.48
1 447.76
1 96.5
1 0.013
1 0.0075
1 24
1 21.22
1 524
1 0.31
6
4
0.00
0.90
0.000
0,704
7.51
5.94
0.00
4.23
447.66
446.77
118.7
0.013
0.0075
24
21.22
5.24
0.38
4
2
0.36
0.90
0,324
1,028
7.88
5.84
1.89
6.00
446.67
446.28
18.4
0,013
0.0211
24
35.60
8.29
0.04
2
EX1
0.00
0.90
0,000
1.756
7.92
5.83
0.00
10.24
446.18
445.66
69.8
0.013
0.0075
24
21.22
6.64
0.18
Pipe run: STR 10 - STR 2
10
1 2
0.91
0.80
0.728
0.728
6.00
6.35
4.62
4.62
446.83
44&28
63.4
0.013
0.0087
18
10.61
5.79
0.18
Design Storm Year=
to
POINT
DOWNSTREAM
STRUCTURE
DRAIN
AREA
RUNOFF
COEFF.
CA
INLET
TIME
RAIN
FALL
RUNOFF
Q.
INVERT
ELEVATIONS
LENGTH
SLOPE
DIA
CAPA-
CITY
VEL
FLAW
TIME
INCR
ACCUM
ACRES
C
MIN
MIN
C.F.S.
UPPER
LOWER
FEET
FTJFT.
INCHES
C.F.S.
F.P.S.
SEC
8
0.88
0.80
0.70
0.70
7.20
6.01
4.2
6
448.48
447.76
96.47
0.0075
24
21.2
5.2
18.4
6
0.00
0.90
0.00
0.70
7.51
5.94
4.2
4
447.66
446.77
118.73
0.0075
24
21.2
5.2
22.6
4
1
0,36
1 0.90
0.32
1.03
1 7.88
5.84
1 6.0
2
446.67
446.28
18.44
0.0211
24
35.6
8.3
2.2
2
0.00
0.90
0.00
1.76
7.92
5.83
10.2
EX I
446.18
445.66
69.79
0.0075
24
21.2
6.6
10.5
10
0.91
0.80
0.73
0.73
6.00
6.35
4.6
2
446.83
446.28
63.36.
0.0087
18
10.6
5:8
10.9
Design Year: 10
Protect: Mill Creek Industrial Park Job#: 202179 Pmminedby:
SCOTT/R. Cb3.LINS'�
Lic. No. 035791,'a
A 09/21/20 ,ej
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INLET
STATION
OUTLETWATER
SURFACEELEV
L.
D.
Q.
ZW
So
Hf
JUNCTION LOSS
FINAL
H
INLET WATER
SURFACE ELEV,
RIM
Vo
Ho
QM
Vpv
Q*V;
V /2g
Hi
ANGLE
HA
EIt
1.31[1t
.5R
447.75
63.36
18
6.05
0.003
0.18
3A
0.0
10
0.00
45
0
0.05
NA
N/A
0.22
447.97
453.89
447.26
69.79
24
13.39
0.003
0.21
4.3
0.1
2
6.1
6.2
37.52
0.6
0.21
8
0
0.28
N/A
N/A
0.49
447.75
454.75
447.88
18.44
24
7.85
0.001
0.02
2.5
0.0
4
5.5
1.8
9.742
0.0
0.02
68
0.02648
0.07
NA
N/A
0.09
447.97
452.75
448.37
118.73
24
5.53
0.001
0.06
1.8
0.0
6
5.5
1.8
9.742
0.0
0.02
61
0.02648
0.06
N/A
N/A
0.12
448.49
455.95
449.36
96.47
24
5.53
0.001
0:05
1.8
0.0
8
0.00
49
0
0.01
NA
N/A
0.06
449.42
452.75
STRUCTURE
DRAINAGE
D
(IN)
FLOW TYPE
INLET
TYPE
AREA
(FT')
PERIMETER
(FT)
A
(ACRES)
C
I
(IN/IiR)
Q
(CPS)
10
DI-1
2.33
10.00
0.91
0.80
4.00
2.91
2.5
WEIRFLOW
10
DI-1
2.33
10.00
0.91
0.80
6.50
4.73
3.5
WEIRFLOW
10
DI-1 - 50% clogged
1.17
5.00
0.91
0.80
4.00
2.91
4.0
ORIFICE FLOW
10
DI-1 - 50% clogged
1.17
5.00
0.91
0.80
6.50
4.73
6.8
ORIFICE FLOW
DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STR. NO.
DIA.
(in.)
LENGTH*
(ft.)
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
Curb
Type
SLOT
LENGTH
RIM
ELEVATION
8
RISER
N/A
48"
452.75
7
24
96.47
0.75%
448.48
447.76
HDPE
6
MH-1
CG-6
-
455.95
5
24
118.73
0.75%
447.66
446.77
HDPE
4
RISER
CG-6
48"
452.75
3
24
18.44
2.11%
446.67
44&28
HOPE
2
MH-1
CG-6
-
454.75
1
24
69.79
0.75%
446.18
445.66
HDPE
10
DIA
CG-6
-
453.89
9
18
63.36
0.87%
446.83
446.28
HDPE
PROFILE FOR STRUCTURE 470
AND PIPE INFORMATIONAL
PROPOE
PURPOSES ONLY, SWM HAS AL
THE PRI
DESIGN SHOWN ON THIS 0° ELEV.
465 0 ko ELEV.
PROFILE TO BE APPROVED Nko
WITH VSMP SET PROPOSED BASI A' OR OF '00 = a
AM ELEV. 454.7 ' (WITH A 15' O dH ;
WIDE VDOT CL. AI RIPRAP LINED
EMERGENCY SPI LWAY WITH n O
FILTER FABRIC UNDERLAYMENT ," a EXISTING F C) a > >
STR:2 460 & A CREST ELE'.=453.75') �� GRADE n > - Z Z
VDOTMH 1 �LU v1Z� j
TP=454-75 LLU n 1> O> ;
INV IN: 446.28 TO to � Fx � z Z
INV IN: 446.28 TO 4
IN 'A' INV OUT: 446.i8 TO EX-1
/ 5 455 - -
PROPOSED 47
PROPOSED 048" STANDPIPE WITH TRASHRACK SHALL T�Q GRADE qx
SERVE AS THE RISER STRUCTURE (STR. 4). RISER TO .P
INCLUDE (1) ONE 02.67" LOW -FLOW ORIFICE WITH AN 7,
INVERT ELEV.=451.00'. ALL ORIFICES SHALL HAVE
TRASHRACKS. SEE THE DETAIL ON THIS SHEET, OR 450
/ EQUIVALENT, FOR ADDITIONAL INFORMATION. ------ - _
STR:EX-i
EXISTING INLET
i TP=448.85
/ INV IN: 445.66 TO 2 HDPE
20 EX INV IN:445-59 24
EX IN OUT: 445.56 24" HDPE % 96 47 LF @ 0.750A
24"HDPE 69.79 LF Qa 0.75% 445 -18.73 LF @ 0 75
TO PREVENT FLO�ATION THE RISE. BASE SHALL BE RMLY
24' HDPE EMBEDDED 6" INTO AN 18" THICK EINFORCED CONCRETE
442 18.44 LF Qa 2.11% FOUNDATION THAT IS 8'x8', AND URIED BELOW G OUND.
CONTRACTOR SHALL CONNECT
PROPOSED STR. 1 INTO EXISTING INLET J- rvo. m ry o a, o
200 a a a a Ln
0+50 1+00 1+50 2+00 2+50 3+00
PROFILE SCALES STR 8
1'=50' (H)
w ry
Q 00 ..
N
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N
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L9 '-i O cn
J J
Lu
470 z Q J L
Q 0
BASIN 'B' TOP OF DAM
/ POINT LOCATED AT LL
)�D CURB CUT, i
,67'(1' BELOW THE FEE). w <
� LU
100-yr PEAK WSE=452.97
�10-yr PEAK WSE= 52.7' 9
[2-yr PEAK WSE=452.79 Z Ln Q
1-yr PEAK WSE=452.75 w z
zL1J ~ Q
���
U �. U 0
455 � I- mow�//
Q ONITRACTORSHALL INSTALL THE
EMBANKMENTS IN ACCORDANCE w/THE wN /
DESIGNS SHOWN ON THIS SHEET, TYP. nEN.L U
PROPOSED BASINS' FLOORS SHALL BE SLOPED TO L.L
DRAIN TO THE RISERS (0.50% MIN.), TYPICAL. �Qr� J
CONTRACTOR SHALL INSTALL GENTLY SLOPED (D J
CHANNELS AT THE BASINS' LOW POINTS TO
ENSURE POSITIVE DRAINAGE THROUGHOUT, TYP. O
I
PROPOSED 048" STANDPIPE WITH TRASHRACK N
SHALL SERVE AS THE RISER STRUCTURE (STR. 8). 0
RISER TO INCLUDE (1) ONE 02.67" LOW -FLOW
ORIFICE WITH AN INVERT ELEV.=451.00'. RISER w
- TOP=452.75' WITH A 024" INVERT OUT=448.48'.UALL ORIFICES SHALL HAVE TRASHRACKS. SEE F- F
THE DETAIL ON THIS SHEET, OR EQUIVALENT, w F
FOR ADDITIONAL INFORMATION.
0
w
JOB NO.
202179
SCALE
AS SHOWN
SHEET NO.
8