HomeMy WebLinkAboutSDP202000049 Plan - Other (not approved) 2021-08-26MILL CREEK INDUSTRIAL LOT 11
GENERAL NOTES
OWNER
076M 1-00-00-01100
1205 STONEY RIDGE LLC
107 SANDRA AVE
GREENOLLE, SC 29611
ENGINEER
COLLINS ENGINEERING
200 GARRETT ST. SUITE K,
CHARLOTTESOLLE, VA 22902
TELEPHONE (434)293-3719
FAX (434)293-2813
CONTACT MR. SCOTT COLLINS, P.E.
scot t0collins-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),
(Ali 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 BUILDING. PROPOSED USE OF BUILDING IS FOR
STORAGE/WAREHOUSING/DISTRIBUTION/TRANSPORTATION AND OR INDUSTRIAL OFFICES.
FLOOR AREA TO LOT COVERAGE
RAT70= 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 RI VANNA 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 EXISTING CONDITIONS SHEET
DATUM
ELEVA77ONS ARE BASED ON STATE PLAIN GRID- NAD 83 DATUM.
EXIS77NG VEGETATION
THE SITE IS FORESTED, WITH SOME EXIS77NG AREAS THAT HAVE BEEN CLEARED.
STEEP SLOPES
IN ACCORDANCE WITH THE ALBEMARLE COUNTY STEEP SLOPES COUNTY MAPPING, MANAGED'
STEEP SLOPES EXIST ON THE PARCEL. 774E MANAGED SLOPES ARE SHOWN ON THE EXISTING
CONDITIONS SHEETS AND OTHER VARIOUS PLAN SHEETS.
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 1151003CO288D 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 PROVIDED VA STONEY RIDGE ROAD, WHICH CONNECTS
TO SOUTHERN PARKWAY.
RETAINING WALLS. •
RETAINING WALLS PROVIDED ON THE GRADING SHEET IN THE FINAL SITE PLAN. MAXIMUM
RETAINING WALL HEIGHTS SHALL NOT EXCEED 10.
LIGH77NG.
THE PROPOSED LIGHTING PLAN IS SHOWN ON THE LIGHTING PLAN IN THE FINAL SITE PLAN.
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 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 WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG
THE ROADWAYS.
TRASH COLLECTION.
AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED IN THE FINAL SITE PLANS.
ADJACENT PROPERTY OWNERS. • SEE EXISTING CONDITIONS, SHEET 2.
UTILI77ES•
EXIS77NG WATER AND SEWER UTIL177ES ARE LOCATED ONSITE AND WITHIN THE ADJACENT
RIGHT OF -WAY AND CONNECTIONS ARE PROPOSED.
STORMWATER MANAGEMENT. TWO DRY DETENTION BASINS ARE PROPOSED TO MEET MINIMUM STORMWA TER QUANTITY
REQUIREMENTS. A NUTRIENT CREDIT PURCHASE WILL BE COMPLETED PRIOR TO THE ISSUANCE
OF A GRADING PERMIT TO MEET MINIMUM WATER QUALITY REQUIREMENTS. SEE THE
STORMWATER MANAGEMENT PLAN AND CALCULATIONS FOR DETAILS.
MAXIMUM EMPLOYEES. •
17 EMPLOYEES AT LARGEST SHIFT
BUILDING SEPARATION:
BUILDING SEPARA7ION SHALL BE IN ACCORDANCE WITH TABLE 401 FIRE RESISTANCE RA77NGS
OF STRUCTURE ELEMENTS OF THE BOCA BASIC BUILDING CODE, 194 EDITION OR ITS
EQUIVALENT IN THE CURRENT EDITION OF THE BOCA BASIC BUILDING CODE.
IMPERVIOUS AREAS. •
PROPOSED BUILDING 2,000 SF
PROPOSED CONCRETE 1,745 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 26,233 SF (0.60 AC.)
PAVED PARKING & CIRCULAT70N AREA: 14,225 SF
OPEN SPACE AREA:
0.75 ACRES
PARKING REQUIREMENTS
PARKING REQUIRED.
1 SPACE PER 500sf OPEN TO PUBLIC FOR CUSTOMER PARKING (MINIMUM OF 2 SPACES
REQUIRED) + (1) SPACE PER EMPLOYEE
1 SP/500sf x 200sf = 2 SPACES
+ 1 SP/EMPLOYEE x 17 EMPLOYEES = 17 SPACES
TOTAL REQUIRED = 19 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
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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.
CONTRACTOR SHALL OBTAIN ENTRANCE PERMITS FROM VDOT PRIOR TO
CONSTRUCTION.
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
CULVERT
0
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
DRIVE WA Y CUL VERT
+
BENCH MARK
_ _ _ _ _
CLEARING LIMITS
T
VDOT STANDARD STOP SIGN
- - - -200- - - -
EXIS77NG CONTOUR
20o
PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVAT70N
TBC DENOTES TOP/BACK OF CURB
TIB DENOTES 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
l..i
Lic. No. 035791,a
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JOB NO.
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� T.M. 76M1-20 / NOTES:
/ I / LOT 10 1. TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR AT ROGER W. RAY & j,TH 0
3 MCV L / ASSOCIATES, INC. IN DECEMBER OF 2015. THE SITE WAS FIELD VERIFIED IN MAY 202o BY F�
6 °2 1� D•B• 34 -3 6 / / COLLINS ENGINEERING. p ��_
4 D.B.184 -28o
/ PAVED R5Q.00' Exls G WATER METER / z. THERE ARE NO too YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA
L=544 O NG: P \SCOTT R. LLINSZ.
/ I 3 T-30.28 MAP PANEL #51oo3Co288D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTIVELY. ALSO O �-,
c-�l.at LOCATI OFWATE LI U : MO R 'S / / L) Lic. No. 035791 n
CB=iN75°0538"E \ EASEME D.B.�z- ) ELECT C L & / NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION
EXISTIN FIRE A=zz°08'z9" MEC AN L / I / / ZONES PER COUNTY GIS DATA. °po O8/24/21 �4
EXISTING PRO ERTY
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INVOUT 445g
/ � INVOUT 445�56 '� I 50' ROW F \
/ /
S a O n EL THE CONTRACTOR SHALL
LOCATE THE UNDERGROUND
O m ELECOMMUNICATIONS /
\ I / n I / / / EX� ING DIRT PILES 1 / r I S VIC\ F o N_ N N N 3
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Z T.M.76M1-3a POWER COMPANY EASEMENT
REVISED PARCEL i , I PAVED (D.B.1633-700)
120S STONEY RIDGE LLC
D.B. 5344/416/
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INV IN=451.76 FOUND - - „� \ �` _ ' / ais / PARCEL 1z / / T� V)
INV OUT=45043 \ / / \ I a \ ✓ THE BARTLETT REALTY COMPANY, INCORPORATED / / W Ti Z
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TH/E ON ACTOR SHALL / WATER \ RCp (D.B. 2102-7zY \ 9s W F�
LO AT TH UNDERGROUND METER \ i EXISTING MA GED / EXISTING GUARDRAIL D.B.11oz-7z4 THRU 7zg PLAT / / / F-
/ / /T LE MMUNITH SITE / \ ST PSSLLOPES \ 's I �An ZONING: PUD
/ S VI S ALONG THE SITE \ 2 / 1�. ,
3 FRONTAL EXISTING8"o.1. � o=��s,°SS32'o3 � USE: BARTLETTTREE EXPERTS, COMMERCIAL / / / Q �
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INV IN47 8.39 o EXISTING WATER VALVE/
INV OUT y78.36 N 4S''4 - 8 -`
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BLOCK WALLS �� ,� (D.B.11zo-n4) N
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T.M.76M1-12A 202179
LOT 1 EXISTING SAN J ARY
FSOB, LLC _ - \ SEWER MANHOLE \ \ SCALE
D.B.3618-642 TOP18.33
/ D.B. 621 & 622 PLAT INV IN= 03-98 1 "=20'
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NOTE: ,j,
1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY �Y TH p.,h
CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION j
_ \ AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. O
2. CONTRACTOR SHALL CONFIRM ALL UTILITY DRAINAGE AND ROAD CONNECTIONS
/ \ \ AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. O SCOTT R. LLINS'Z
/ \ \ 3. Qi REPRESENTS ONE PROPOSED PARKING SPACE. z) Lie. No. 035791 (t,
4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". A 08�24 21
\ 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING p0 t
85,000 LES. S G
\ 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, �� S10NAL E�
SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT
PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE
f / \ PROJECT TO THE FULLEST EXTENT POSSIBLE.
\ 7. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB.
8. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE
BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED
PORTION OF _ / \ ENGINEERED DESIGN FOR THE WALLS SYSTEM.
EXISTING CONCRETE / / 1 \ 9. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS
SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS
DITCH TO REMAIN I \ REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR
I / ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. z
C 2' CLEAR SPACE I io. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE OWNER. NO w
PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE J � w
RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS ON THE PROPERTY. k O F F °C
ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC z 2:Q w w
/ USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL O ca u 2 Z
BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. a u> ¢ O O m
M PROPOSED TRASH °J U U
_ DUMPSTER ENCLOSURE / u ae ~ o
SITE PLAN NOTES: uiLL
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\\ M SEE DETAIL, SHEET 6 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY o z > O O p
MIN. HEIGHT=6' / INFORMATION. O O U U
\ / / 2. TRASH SHALL BE STORED &COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON THIS a z a a
\ SHEET. w
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3. ALL BUILDINGS WILL HAVE A SLAB ON GRADE FOUNDATION. > w . U w w O
0 4. CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AS NECESSARY. J w
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I / CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. ~ ¢ a W W
1 / 5. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL DAMAGED FROM > rT w W cc LL
THE PROPOSED CONSTRUCTION. m
ay. / 6. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO ui w
1 / MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO °C
/ THE SIGN BAND AND THE OVERALL BUILDING.
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 1' FROM THE EDGE OF PAVEMENT.
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\ / / o r4
CG-2 (TYP.) � - - �- - - - - - / / ° ON ., .�, 00
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- - - - 7 -
PROPOSED SEGMENTED RETAINING
WALL WITH SAFETY RAILING,
ING SPACES I A \ SEE SHEET 6 (NOTES AND DETAILS) FOR DETAILS
12 / / / L9(� 7
OTAL: 9 SP S 1 3% / / T Z
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O Q CONCRETE r
995'TONEARES Q ry0� HANDICAP ` �8\ SIDEWALK
\ INTERSECTION // /� �� \ PARKING SIGN
U) I(SOUTHERN PKWY) / (r a
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STOP SIGN �� 1/
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/ PROPO�ED y R
MILL/OVERLAYAREA 3 3 PROPOSED 2,000 SF \ / > I --I
0 / ALONG STONEY RIDGE/ PROPOSED VDOT BUILDING, 1 1 / U— o
ROAD, SEE DETAIL STD. CG-12 SEE COVER SHEET / W
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/ I T.M. 76M1-20 / LOT io ACSA GENERAL WATER & SEWER CONDITIONS 0
/ � TH
_ MCV L 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) F�
D.B. 34 -3 6 / / \ INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA ✓'
/ D.B.18 28o AT\ / / OFFICIALS AT THE START OF THE WORK. �G1
/ Q50 I PAVED EXIS G WATER METER 0 4NG: P \ / 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT SCOTT R. LLINSZ
LOCATI N OF WATER LI NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE 0NLYAPPROXIMATE LY CORRECT. O -
LOCATE D.WATE ) / / I / - �� THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND L) Lic. No. 0357911n
IY EXISTIN (FIRE / STRUCTURES, AS NECESSARY. 0p 08/24/21
HYDRANT QLVE 10 BOUNID R PROPERTY / 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL OILS GZ
�� h~ Dff��AAINAGE EASEMENT I / WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SIGNAL E�
ci / f �(D1B.1848-278) 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
\M M QP� // / / CONCRETE D H�: I V OU / 6z. / 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
T 4 49 / 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED
�� / // 5p 8 - - - M FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES,
45a'6 / M / / SERVICE LATERALS AND WATER LINES, ETC.
I _ / _ M 15 GAS LINE EASEMENT ALL WATER AND EWER APPURTENANCESARE T BE L LOCATED TIDE F ROADSIDE DITCHES.
451 - C � / 7. S O OC OUTSIDE O
- / ) I 0`4r (D.B. 1120 214)
EXISTING ACSAio / 9 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE
\ I DIP WATERLINE // �hV �� p p� \�s I " / DURING A FUTURE EXTENSION OF THE LINE.
4 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. z
PROPOSED SEGMENTED % io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION w
I ! ' RETAINING WALL WITH / REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE 4 � U) U.)w
SAFETY RAILING SAFE DRINKING WATER ACT). o- z z
/ 3 (MAX. HT.=1o') / w w
r . 2 VAR. WIDTH SWM FACILITY ;i T.M. 76M1-21 00 Q O O
I I i Q Q
I /
EXISTING DRIAINAGE EASEM TI y I �i \ & ACCESS ESMT. C. \ /
- / \ fi, PARCEL II / NOTES F Un
_ (D.B. 1 2-2 1 & D.B. 1102- 22) h DB-5594, PG.45o ` ,�. d F d} U U Ln
_ 34 4 7 \ APS WAREHOUSE LLC (n - v,
LIMITS OF CLEARING AND GRADING D B 1 z / 1. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST u Cc
. o 0
- 5 a 1 �b D.B.1102-7z4 THRU 729 PLAT/ BE PROVIDED. Z o > 0 0 0
2 Ln \ a / 2. A MINIMUM OF OF COVER MUST BE MAINTAINED OVER W/L AND S/L. Z U U�
5p' ROW a I I ZONING: PUD 3'S O Z � � Un
3. A MINIMUM OF 1.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. CL g z w w
469TW PCA. EXISTING CATCH BASIN / / 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE ~ > t 0 0 0 m
\ 459BW \ \ \ / / DEDICATED FOR PUBLIC USE. � m U w w 0
h 45T17 E/P TOP=475.08 w to
EXISTING ACSA 8" DIP WATERLINE 3 I __ 454. J T/C \ NV OUT=473 06 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & N a a w w
GUTTER PRIOR TO CONSTRUCTING THE STORM SEWER, SANITARY SEWER, WATERLINE AND PAVED > LL o LL
EXISTIN CATCH B SIN a4 u / \ ACCESS. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES TO THAT THE Un
p / EX TOP=yy8.85 4 1 7 5 \ I/ 1 ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. Lu
a PROPOSED INV IN-445.66 I I N 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING
EX INV IN=445-59 I _` RE C�!-�\ \ ��c," 466.0 W
�� EX INV OUT=44556 \ \�� 458.56 UTILITIES TO CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM, AND WATER ce
---- GRADES CAN BE ACHIEVED.
7. A KNOX BOX IS REQUIRED AND THE LOCATION SHALL BE COORDINATED WITH THE FIRE MARSHAL'S
C/P ROPOSED STONE LINED TRAPEZOIDAL OFFICE.
TIE- N TO EXISTING STORM SEWER 4` 4.6 / I/C \ CHANNEL OUTFALL (z' WIDE AT / I / 8. ACSA SHALL BE CONTACTED THREE (3) DAYS PRIOR TO ANY WORK ON ACSA UTILITIES. A BACKFLOW
/ / \ I BOTTOM, 6" DEEP, 2:1 SIDE SLOPES)
PREVENTER WILL BE REQUIRED.
A \\ \\ h ED
/ t T ROPOSED SURFACE WATER DIVERSION -
I � I ccNTR TOR Td
TRARSIIIOV CG 6 10 \ 4_ TW SWALE REPLACEGR 2ASNECESSARY
PROPOSED FIRE
"X6"TAHYDRANT m / �`V CG-2 6VER 1 YP. �� W V 9' - PROPOSED STONE LINED TRAPEZOIDAL / / / o ry
\\ ASCEMBLYWITH8"X6"TAPPING �r �I / 1��,.,, 1 ; CHANNELOUTFALL(2'WIDEAT / / �
SLEEVE AND 6"VALVE �1 4 E. VFW �� Q m N 0) N N
/ 1 / BOTTOM, 6" DEEP, 2:1 SIDE SLOPES) .. r,
I_6-62 T'C V / ,y N
/ \
6 / �I / 15'VIRGINIAELECTRIC AND
Q NM/ ./ f 3 POWER COMPANY EASEMENT/
110.9010 6" P° N (D.B.16 00 /
Mom. PIPE 0.50'/ 4/5567 E1P CU73 CUTS= --�- PAVED 33-7 )
i 44 1=45157, )DAM OVE'P-TOPPINC-2rLFASr / /
% C� C0 0--4151.02) I� POINT�� ow
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L56.67/FFE
h / �� �466.6/ C
/ PROPOSED 01" COPPER W/L 2 v I �/ � / � '� � �" / � 3 � �
LATERAL AND I"METER. REUSE ,� m �, PROPOSEDwATER � I
a� h J 456 5� E/P '. / / Q
EXISTING w/ CORP. STOP FOR THE 4 Q SERVICE LATERAL / 456 / co
RELOCATION OF THE WATER METER / ,° 4 4�S-i1 /l / . / / %'� I� n
AND LATERAL. / 456.04 T/C o / / Ivj 3
PROPOSED 2,0 SF / I A \ Cn
w / % BUILDIN
/ EXISTING WATER / 54.10' F 6" PVC FFE- 7.00 / h 3 - I / (1,�
45a50 E/P / W
LATERAL TO BE PI E @ 0.50/ Un
/ / / 456�0 T/ , � °. PROPOSED 6" PVC SANITARY
S REUbED FOR 3 (11-451.84 C.O. SEWER SERVICE LATERAL
NEW METER � - 0=4515 ) � q56
LOCATION w 5 3� %"� / WITH CLEANOUTS /
/ / w y / z PROPOSED CONCRETE
S RETAINING WALL FOR I O
EXISTING SANITARY / � � � � �
SEWER MANHOLE 6' ACSA UTILITY LOADING DOCK / I I c Cn
A. W DT S M AC LIT 7 s I / /
TOP=47754 / �� EXISTIN BLUE / I w/ EASEMENT (MAX. HT.=y') ,/ I I I & CC SS ES T.
INV IN=469.84 / PAINTED METAL ROD D / C O D6 5594,PG.ySo b ag 453BW 457TW I I D .55 4, G. o Z \ / / N Q
INV OUT=469.5z / / / TO BE REMOVED i5 n
458TW
ROPO5ED1" 456BW /hti Q H� Q
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EXISTING ORM. / 0 45$tW �'� // / I / , \ ;r.�� T.M-22
MANHOLE / "o \ 4S3Bw C.0 a G�J� / _
/ _ , / / / PARCEL 1z / / J
RAISE MHSTIR
.TOP=4GRADE a 45 w �� // J�% \ THE BARTLETT REALTY COMPANY INCORPORATED
EX. TOP=455�91 \ 6 4 BW / / / / < ✓ , �
EXISTIN ° zo' RAINAC�ASEM T / / \ D.B.110 - o / / ® w H
/ INVIN=y51.7 C.\ v D.B.11o2- z THRU 2 PLAT
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NV OUT=45o 43 METER \ - \ RCa_ _ - - XIS S G A ODES � ZONING: PUD 9 / / / / / �j
`e4.10' OF 6" PVC 7JJ \ \ / O
1P P€ @ ososc / \ / T.M. 76M1 11 2� 3 / O
3 pl=a5�16, / \ zo' SA L r REVISED PARCEL 1 / J LLI
0
10=451.84 (-az19- / 12o5 STONEY RIDGE L'L� / /
D.B', 5344/4i6 ; / / Q
3 TING CATCH BASIN o 0 0 0 0 0 \ ING: PUD g. EXISTING DI / / / / / 2!_ z
RAISE To y56.o PLAT ZON \ INVIN= 92. / / /
EX TOP=453 l o 0 0 0 0 �= <�o�
EX INV IN=449-49 \ \ c9 INV OUT949z 20 / / U Q
/ 3 / EXINV IN=450-19 EXISTING�SEWER o \ / / U
PROPOSED INV IN-449.5 LATERAL STUBOUT EXISTING P �Y- mow A �9 / / Y 0
EX INV OUT=4� 45 / BOUNDARY �\
/ TIE -INTO EXISTING STORM SEWER hLLJ
/ PROPOCED6"PVC TRENCH PROPOSED SEGMENTED i \
DRAIN LINE WITH CLEANOUTS RETAINING WALL WITH '� o o � V / / � � � � � � /� / / / /
/ L=8g.o', SLOPE=2.75% SAFETY RAILING � EXISTING STORM M � �� � D
o EXISTING ACSA 16" DIP WATERLINE / / i--i
(MAX..
TING 8")DIP I P=473 ' 5 / V / 7� 0
NITARYSEWERMAIN to 0 0 0 0��0 / .�INVOUT-�y61yo �W \ �s� 3 s �� - - �N ul// L
' EXISTING SANITARY / LLI
.. '� �P BENCHMARK:
SEWER SERVICE LATERAL / �, /' IRON & CAP SET �/ / / Ld QD
T.M.76M1-1z l / \ \ \ 3\ \ \ ELEVATION=508.38/ \ /
ALL THINGS PAWSSIBLE, INC. /
D.6. 44o9-zao / �` ` \ \ \ \ / CO w
&3 3 \ \ i
D.B. 3344-393 94 PLAT \ / �� F \ / / F- w
/ _ / JLLI
/ / 3 SING: PUDEXfS
W-RMAANHOLE
INV IN=47841(LATERAL-)__ 892 -
_ / Q J
INN=47839 A - - EXISTING WATER VALVE/ /
INV OUT=47836 \ o / /
/
15 GASLINEEAS ENT / O
GRAPHI SCALE
v
20 0 10 20 40 so J
b H
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N FEET
1 in h = 20 ft.
JOB NO.
T.M. 76M1-12A PAVED 202179
LOT 1 / ) EXISTING SAN�ARY
FSOB, LLC _ _ - SEWER MANHOLE SCALE
TOP- 18.33
D.B. D.5-621& 62z PLAT NV IN=�03 99 \ 1 "=20'
I / / 3535 INV OUT- 03.9s \
ZONING: UG
� SHELF NO.
4
LANDSCAPING PLANT SCHEDULE
Conservation Plan Notes: 1 TH 0
SYM BOTANICAL COMMON NAME SIZE CANOPY (s� F
1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH / / � � / / � QUANTITY COVERAGE(s0
PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. / / / / // TREES Q ��
NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS UPA ULMUSPARVIFOLIA ALLEEELM 21/2"cal. 366 3 1,098 SCOTT R. LINS'Z
W
BEEN INSTALLED THE CONTRACTOR AND INSPECTED AND APPROVED BY \ / L
THE COUNTY ENGINEERING DEPARTMENT. / /" / ATANUSACERIFLORA LONDONPLANETREE 31/2"cal. 422 3 1,266 O -
2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF / �v I Y / PA PLAS ROTUIJDILOBALIQUIDAMBARSTYRACIFLUCIFLUA AMERICANSWEETGUM 121/2"cal. 1 238 1 3 1 714 T-) Lie. No. 035791,1,
CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE / - \ UNDERSTORYTREES '� 08/24/21
OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. / / �
PY PRUNUSYEDOENSIS IYOSHINOCHERRY 6'-7-ht. 1 99 0 4 396 �s G1
3 TEMPORARY STORMWATEREMANAGEMEONTROSION FOACILITIESULOCATIONSED OSHALLMBE COORDINATED ANENT/ / I I / / SHRUBS SIONAL E�
SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED I AB ABELIAGRANDIFLORA GLOSSYABELIA 24"ht. min 14 36 504
AND PROTECTED.
/ IG ILEXGLABRA INKBERRYHOLLY 24"ht. min 23 26 598
4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE IV ITEAVIRGINIA'HENRY'SGARNET' HEN RY'SGARNET SWEETSPIRE 24"ht. min 64 35 2,240
OF TREES TO BE PRESERVED AND PROTECTED.
5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE / VB VIBURNUM BURKWOODII BURKWOOD VIBURNUM 30"ht. min 22 11 242
DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. / I J \ TOTAL CANOPY 7,058
6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE
FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND / I /
APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. / I T\ / I On
On
7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, �I / w
ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY / / / I J LU to
WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF ti ® / a�� ¢ x W
CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE I a a I k O
MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE / \ / / / T 5 '" w w !
REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL \ / / 1 TREESUPT04 CAL SHALL BE STAKED z m U) � � z
SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND m / / i PROPOSED TREE WITHzz"xz'HARDWOODSTAKES. ❑ ¢ 0 0 C�
PROTECTED. I.I / � rn a `6. / �I TREES OF 4° CAL. OR LARGER SHALL BE .d-, F 0 O O In
m PROTECTION FENCING /
5Q• / m (8)IV r � GUYED WITH BEQUALLY SPACED, TWISTED, � � tY
8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO \� - I .+ - / // Ng� Q-5R$ m / / \ U oc H_ O
BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN \ / / \ AND TURNBUCKLES. LOOP HOSE AROUND In O z z W
3 PROPOSED TRASH - Z W ❑ > > z
ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL I- --451 / i - + / c / TRUNK. FLAG WIRES WITH COURVEYT...
HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A ' _ + q UMPSTER ENCLOSURE / ❑ z OU OU
PROFESSIONAL FORESTER OR TREE SPECIALIST. I / �i i +` + M-SEEDETAIL,SHEET 6 \%� REFER TO SPECIFICATIONS FOR O 0 g W W U)
�I III AS // /' / + +� s I / 9 l // 1✓/�/ FURTHER INFORMATION LJ ZA W a a g
9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO \ 3 I I1 [^/� O ❑ ❑ m
BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES J I // + c I' w U W VI D
WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE / (1) PY IUri
DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL -I / / 1 / t3� 'I \\ a LU LU
S LOOSENED. I GUYWIRESWITH RUBBER HOSEAND Z ❑ W ac Z
10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY I / + # 3 /„`\ TURNBUCKLES z/3 UP TREE tL N LL
(9) IV v
EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. I + \ (9)AB z"xz"HARDWOOD STAKES, ALIGN LU
TOP OF STAKES K
1992 3.38 3 (1) UPA I jj \ (8) VB MULCH SAUCER
- _ I �4S2 r-1 I 'I P \ \ t✓ # / ��I I all AMENDEDSOILMIX
��
II a (1) PA \ (1) PY
� } V A-
/ / I \ \ \ _ _Ili TA BALLREMOVE
AS VEBURLAP FROM TOP
111 \ � � � 2/30F BALL AS SHOWN
1
= - " SCARIFY SUBSOIL TO yMIN. DEPTH
\ s� ill IIHII=1 CDCD.-4
rr 1. �� C Q 00 N N N
1 COMPACTED SUBGRADECD W N N
(1) PY i-N N
„.
/ \ (1) PA _ \ / _ _ Evergreen Tree Planting Detail
/ + (3)AB \ u. \ f r 1 Not To Scale
+ \ \ \ (12) AB
r
50o r PROPOSED SEGMENTED
RETAINING WALL, )
I + (18) IV \ \ r SEE GRADING SHEET
/ \ \ °d. I' FOR DETAILS WITHDOURUBBERLE HOSEND GAUGE WIRE
WITH RUBBER HOSE & TURNBUCKLES
M I z"xz"HARDWOOD STAKE
CUT& REMOVE BURLAP FROM TOP C`')
T T �` �
1 2/30F BALL AS SHOWN
/ + (2) UPA / 1 SCARIFY SUBSOIL TO 4" MIN. DEPTH
MULCH SAUCER L�
�cl� } �- FINISHED GRADE W m
0. 5� / \ / I- 3 / I TREES UP TO 4" CAL SHALL BE STAKED. V sn
I (2)AS N / \ ® I �- r �- TREES 4" CAL. OR LARGER SHALL BE a
/ GUYED WITH 3 EQUALLY SPACED 1 ��
TWISTED, #az GAUGE WIRE WITH HOSE a
./56A \ \ I / I-� Q AND TURNBUCKLES LOOP HOSE
% V _-- - / \ \ r HT. TREE
I_ AROUND SHOWN,TRUNK FLAG WOVE BRANCHES O
v456 // �� AS SHOWN, FLAG WIRES WITH °
O , / • v �/ I j-� I- �� III-� III' COURVEY TAPE. REFER TO SPECS 07
PY / / I �- �- L ,,,� -Ill FOR ADDITIONAL INFORMATION. N
1- \ - - AMENDED SOIL MIX N
- -III- ITI= m
/ / 7 o °
COMPACTED SUBGRADE
> o
I --I
\� W�/v / / // I_ �I' 3 Tree Planting and Staking Detail Lj L
I I- Not To Scale J °
/ 45 (3) V �" PROPOSED 2,000 5F / / / A GRADE IN EXCESS OF 3:3 J
i
as v BUILDING / / / I CONSERVATION MIX REQUIRED 73
o
U)
w W i/ (3)IGW;' vv v // �I I LANDSCAPING CALCULATIONS'
S TOTAL PROJECT AREA 1.35 AC): 58,671 SF W °
a
(3) AB CANOPY REQUIRED 709: 5,867 SF -
/� / I� 1
�S I r 1 PROPOSED CANOPY: SF � O o
(5)IG
3
o r \ Y: 7.m
a / / / F STREET TREES � Z °
Source: Va. DSWC Plate 3.38-2 / w Q (3) AB '• z - / / / TOTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING: 220 LF
i TOTAL STREET TREES REQUIRED (1 TREE PER 40) = 6 TREES L
County of Albemarle / 3 \ IG. o`?a; / I I r f r r r� TOTAL STREET TREES PROVIDED = 6 TREES Q Q
ConsHan b on Plan R-284-11 To be placed on Landscape Plans / / - (3) AB ; I I F- (- I ( `
(xatlabook, pp tR-2Ba-ut-z97 roc complete specifications) ,. ,, � / (- � /- � 1 INTERIOR PARKING CALCULATIONS.• v Q U
TOTAL NEW PARKING AREAS AND IRA VELWAYS = 14,225 SF �� (n 0
I. Thefollowtnaite... hall berhown on the via.: - \ _ f TOTAL INTERIOR LANDSCAPING REQUIRED (57) = 711 SF 1 m
KI Tress to be saved; / / 3) AB 3) IG \ \ // f f I \ I \ TOTAL INTERIOR LANDSCAPING PROPOSED = 1,662 SF 0
EI Limits of clearing (outside ddplme of trees to be saved), A I- A �� / / / I- �- 3. - ✓
® Location and type of protectivefaidng, ^'O TES: "I
LI Grade changes requiring tre rngewellsorwalls, / \ 1- �� / / r�7/ r r ,V L LU ' ^
Ll Proposed trenching orconsisting beyond the limitsofeleating \ f � rr�F-1- r f �F- I I I I I 9 \ 1. SLOPES GREATER THAN 3: 1 SHALL BE PLANTED WITH NA77VE STEEP
2. Mmldne.: // \ rf F- I- r I I I \ I '" I 3 SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVA77ON SEEDS -
ZI All trees to be saved shall be marked with print or ribbon at aheight clearly visible u, equipment opemrora. 3 ! / \ _ rf � f 1- (- f f I (ITEM NUMBER: ERNMX-181) AT A RATE OF 60 LBS. PER ACRE, OR 1
93 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. ��; f I- / I I I I \ e9 LB. PER 1,000 SF. GRASS MIX IN THESE AREAS SHALL PROVIDE U) Q 0
PERMANENT STABILIZAT70N AND SHALL NOT REQUIRE MOWING
3. Pre-ComtroolionConference: / / o�. F--1-`�-� (-'� rr I-r I I I I I \I \ 3 2. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE 7
El Tree preservation and protection measures shall be reviewed with the cantmctor on site. 1-I- /- / I AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES w L Z-�.
4. EguiomenlOoerationands[oraee: / �- = I-�- rr - f I 1 1 s \ SHALL BE DONE IN ACCORDANCE WI7H EITHER THE STANDARDIZED
EI Heavy egnrpmem,,verve,dartraffic and stmegeofcommuctimmaterials i.mhrdingsoil shall not bepermitted within the d,plineaoftraea / LIMITS OF CLEARING AND GRADING LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE ORGINIA I_LI z
m be saved. `c{"��x' (-1- A cyr 'a �� NURSERYMEN'S ASSOCIATION THE VIRGINIA SOCIETY OF LANDSCAPE z
DESIGNERS AND THE WRGINIA CHAPTER OF THE AMERICAN SOCIETY w
s. soil Erosion andstormwateruolontionDovtoos: \ OF LANDSCAPE ARCHITECTS OR THE ROAD AND BRIDGE ® W w
sacndavi ssnalnotadva lyadaotrwstobeaaved. SPECIFICAT70NS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. z
6. Eire:; \ \ J. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO J
LI Ftresare not permitted within 100feet ofthedriplineoftreestobesaved. / / / / \ `� 1\ \ REACH, AND BE MAINTAINED AT MATURE HEIGHT; THE TOPPING OF w o
TREES IS PROHIBITED, SHRUBS AND TREES SHALL BE PRUNED w
T. Tiede Motorists: / / \ MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE w °
® Toxic materials shell not be sWredwitldn 100 feet ofthe ddpline of trees W be saved. / / , / \ \_- T 1 \ I \ \. _ \ PLANT U
B. Prorar,lveEenelna, / / `- ;_ \ \ \ \ 4. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT �/ a
LI Troestabe retained within 40feetofaproposed building orgrading eadvuyshall beprotaciadbyforming. / / l 1 \ / \ j� \ DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA
\ 0
El Fmdng shall be in place and shut] be inspected and approved by a Comty ImpmWr poor m grading or construction. I \ \ \ \ \ \ \ c BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE Q �-
/ >� J \ / SIGHT LINES AND ACCOMMODATE PEDESTRIANS. (D J
9. Tree Weds: ��• .1 d 'so \ m
EI When the round level most be raised within the drilum ofestree to be save once well shot] be provided and a construction detail �- \ / fir,
subnutted for approval. P d, P / 0 3/ x
10. Tree Wall.:
EI When the groundna level must be lowered within the driplia Me to be saved, a tree wall shall be provided, and a construction detail
submittedibaepproval.
11. TrencMna and Tunneling: / W
0 When trenching is requiredonsidered limits to clearing it shall a done to fro away from the trunks a ill de try feeder Tunneling
under alarge tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy fader roots. / % / / �� / / / / 1 \ 1 I� \ t / / / F- r=
F-
12. / 1 �Ts 3� 0 W E
Cleo
EI Protective fencing shall be the lestitems removed during the final cleanup. mO
/ / / // \
13. De ane l lf.: Cl_
En 73
® Damaged trees shall be treated immediately by pouting fertilization or other methods recommendedby atree specialist / / / � / / / �_ J � I � \ \ ; j / / JOB NO. �
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH ME CONTRACTOR ON TREE CONSERVATION 202179
REQUIREMENTS. / o
NATHAN BOCOCK N9 8/24/2021 / SCA HIC GR V / 3 / m
SCALE °
OWNERSIGNANRE (DATE) 20 / 0 10 20 /tv /80 1 / / / / / / x\ / / IH_20' O
CONTRACT PURCHASER SIGNATURE SHEET NO.
C
511106 Palle I of t / / ( IN FEE' P ) \ \� / / / / / / / EF
In
� C
/
(DATE) a
1 inch 0 ft. / / .. V 0
0
m
ALBEMARLE COUNTY
GENERAL CONSTRUCT70N NOTES.-
1. PR/OR 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 PERMIT WHERE ANY DISCREPANCIES
OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTA77ON 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: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE
ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZA77ON 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 N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill.
8. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION 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 AGGREGA7E 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
COMPACTION BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON
FOR TYPE I, lI, OR Ill PRIOR TO PLACING AGGREGATE BASE.
4. 774E REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS
BEGINNING AT THE COMPLE77ON OF THE INSTALLA7ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE
COURSE IS APPLIED PRIOR TO 60 DAYS, 774E PUGMILL REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC7ON BEFORE SURFACE 77?E4TMENT 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 TRANSPORTA77ON
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 AU774ORIZED BY PERMIT ISSUED BY VIRGINIA DEPAR774ENT OF TRANSPORTA77ON MAY BE
LOCATED WITHIN THE STREETS RIGHT OF WAY.
GRADING
1. 774E LATEST EDI77ON OF THE ROAD & BRIDGE SPECIFICA77ONS, 774E ROAD & BRIDGE STANDARDS OF THE VIRGINIA
DEPARTMENT OF 7RANSPORT477ON SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF
7741S PROJECT.
2 WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD
RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY Wl774 SUITABLE MATERIAL TO 774E SATISFACTION OF 774E
ENGINEER.
J. ALL GROWTH OF TREES AND VEGETAT70N SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER
TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSMUC77ON
OF THE SUBGRADE.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE
IV
(1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. FROM BACK OF WALL OF GFO-GRID TO V GRADE
2. STANDARD UNDERDRAINS (CD-1 OR CO-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE ADJACENT TO EX. W/L EX. WATERLINE
FIELD CONDl77ONS INDICATE
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM g' 2'
DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF
7RANSPORTA77ON SPECIFICA77ONS UNLESS OTHERWISE N07ED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFACT70N OF THE ENGINEER. DRAINAGE TREES SHALL BE PLANTED A MINIMUM OF 0.4 x H DISTANCE FROM BACK OF BLOCK.
EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
SHRUBS MAYBE PLANTED ADJACENT TO WALL, BUTSHALL UTILIZE WATERPROOF
BARRIER BENEATH PLANTINGS WITHIN 01 DISTANCE FROM WALL
LOW -PERMEABILITY SOIL SITE
FILTER FABRIC d A < WALL
_ IYALL RAIL F24STLTNINGN DETWL
STRUCTUR'NOT TO SCALE
IF
II- BACKFILL
Concrete Bumper Block
F Concrete: 4,000 P.S.I., V'bi rated
Reinforcing 2 k4 Rebm, 1.5" fromboUom"
F 72" long 5" high. 4" wide top, 7&goot wide boltam
IF (Not drawn to scale)
144"1 11 12" I� 12" �I
n
JIM
8 311 holes
ILT"11 72"
DUMPSTER AREA DETAILS
11"
4
ZI
O
,7
Q
Q
Q
Q
10'
DUMPSTER GATE
(SEE DETAIL THIS SHEET)
STEEL BOLLARD - TYP. (EXTERIOR)
(SEE DETAIL THIS SHEET)
WOODEN FENCE ENCLOSURE
(ISLO"HEIGHT -MIN.)
4
10' a / X.
STEEL BOLLARD - TYP. (INTERIOR)
L- -a (SEE DETAIL THIS SHEET)
.5' 4' dl5'
12'
DUMPSTER LAYOUT
6"x6" W2.1XW2.1 WELDED
NOTE: BROOM FINISH WIRE REINFORCEMENT
7" CLASS A3 CONCRETE
7" 21A STONE
6" COMPACTED 21A
STONE SUBBASE
DUMPSTER CONCRETE PAD
NOTE' CONTRACTOR TO VERIFY WITH ON -SITE
GE07ECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS.
1x6x6 TREATED BOARDS
BOLTED TO IRON FRAME
(MIN. HEIGHT = 6')
T STEEL BOLLARD - TYP. (EXTERIOR)
(SEE DETAIL THIS SHEET)
2x2x%6 ANGLE
IRON FRAME
DUMPSTER GATE
2
VAN
ACCESSIBLE
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REFLECTIVE ALUMINUM
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE
BACKGROUND BACKGROUND -
WHITE
TYPICAL AT ALL HANDICAP SPACES
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
GALVANIZED "U" CHANNEL POST
VDOT A3 GENERAL
CONCRETE
TOPSOIL AND SEED
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 PLAI
L
yl6 I»{6
2'-0"
--� 3 TO .4
OF H
(TYPICAL)
6 578'OD SPUN STAINLESS STEEL CAP
WITH V RADIUSED EDGE
CONTINUOUS WELD GROUND SMOOTI
TYPE W4 STAINLESS STEEL POLISHED TO SAT
❑ 6" SCHEDULE 40 (.280" WALL)
STAINLESS STEEL PIPE
❑ 6" SCHEDULE 80 .432" WALL)
STAINLESSSTE LPIPE
11 VOID X .250 THICK STAINLESS STEEL
PLATE WITH 4EA 9/1TDIA HOLES
O 21-ON
TYPICAL
DRAIN TILE
BOLLARD D
11"DIA.
17 I LAG BOLT
CONCRETE
WP-2
STD. CG-12
HANDICAP SIGN RAMP HANDICAP SIGN
LOCA77ON (VAN) ' LOCA77ON
FACE
OF CURB
BUMPER
BLOCK
PAIN PAINTED
PER VDOT TRIPE
SPEC. ICAL)
ACCESSIBLE SPACES
HANDICAP SPACE DETAIL
NOTE NO SCALE
HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT
W/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS
INSPECTIONS NOTES
PAVEMENT LEGEND:
/
1.
ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND
1. 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
/
INSPECTION 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 VALUE
INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE
BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH
\
FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS
\ \_
ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE
NEXT UPSTREAM MANHOLE IN PUBLIC SEWER SHALL NOT
1 HEAVY-DUTYPAV MENT(TYP.)
DISCHARGE THROUGH A BACKWATER VALVE.
4.
ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO
CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
P
I
OF4" "
HANDICAPPED SPACES SHALL BE IDEN77RED
BY ABOVE GRADE SIGNS AS RESERVED FOR
RESERVED
PHYSICALLY HANDICAPPED PERSONS. PROVIDE
RESERVED
PARKING
ONE (1) R-7-8 SIGN AT EACH HANDICAPPED
PARKING
PARKING SPACE INDICATED ON SITE PLAN.
SIGN WILL BE ALUMINUM (PAINTED WHI7E) 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 S7EEL POST 1-1/2" /Q
PAINTED BLACK SET IN 12" OF CONCRETE.
TOW AWAY
TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO
VAN
ZONE
ADA REQUIREMENTS
ACCESSIBLE
$100 - $500
$100 - $500
FINE
FINE
HANDICAPPED PARKING SIGNS
NO SCALE
TOP OF CONCRETE MIN.
WALL qz"
SITE
RAIL
CURB
6
r "' -
6"
13"
T
�f
1' 6' 1 2'
\VDOT #57,#68, OR #78
STANDARD CG-6 STONE BASE UNDER CURB
CURB & GUTTER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND/OR
BACKFILLING.
(VARIABLE W1D7H)
4" CONC.
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
PROPOSED 1" SM-9.5
OVERLAY
EXISTING
PAVEMENT
ESUBBAOSE \ / // %//\� I I
�// % / % /
COMPACTED \ \\\n\j\�/% // "//��e
SUBGRADE
ASPHALT PAVING - MILL/OVERLAY
NO SCALE
I IOU D IfIG IIEO N FVELONT
TACK COAT THE PROPOSED
CONSTRUCTION JOINT E%ISTINO ASPHALT LAYERS PROPOSED ASPH&T LAYERS
EOBTND 9UBBA5E PROPOSED SURBASE
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® KNEW EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE NTH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 11/X INCH TRICK ASPHALT SURFACE COURSE (SEE NOTE 5)
" AS IMUMM U NOV OR
GREATER
R WS (SEC AS NECESSARY TO ABUT THE FULL THICKNESS OF MISTING ASPHALT LAYERS
NOTES,
1. ASPHALT PAVEMENT WDENNG NULL HAVE A PAVEMENT DEBION IN ACCORDANCE NTH "RENT VDOT PROCEDURES AND RE APPROVED BY THE ENGINEER.
P. SRFCINAGEFEIOµ0NTPOEEMTEHLSTTPENTDSIONE LAYERS OF IXISTNG PAVEMENT.
URTAE DRAINAGE FOR
ASPHALT
PROPOSED PAVEMENT EXCEED ADDRESSED NHISAVMEDESIGN
3. A MINIMUM OF THREE CORES SHALL BE TREN &ONG THE CENTER OF THE IDJACDR TRAVEL LANE TO DETERMDE THE TYPE AND TRIMNESS OF EOSTNG
PAVEMENT LAYERS. TICK CORES MALL BE SPACED HOT NOW TERM 50D FEET RANI.
4. THE ADJACENT TRAVEL LAE SHALL BE MILLED A MINIMUM DEPTH OF 19 INCHES AND REPLACED NTH AN ASPHALT SURFCOURSE TO MATCH THE
PROPOSED PAVEMENT WMM SURFACE COURSE. UNLESS WAVED BY TIE ENGINEER.
5. THE ENGN R MAY RE DINE ME MWNG OEM OF ME EXISTING PAVEMENT TO RE ADJUSTED T ACHIEVE AN ACCEPTABLE PAYMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE. D E E D O E E
B. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROECT LIMITS SHALL BE RESTOWD SUBJECT TO ME APPROVAL OF THE ENGINEER.
7. FOOL TRANSVERSE PAVEMENT TE-IN SHAM CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF TIE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TE-IN LOCATIONS SHNJ. BE TESED USING A 10 FOOT STFU GHTEDOE IN ACCORDANCE WITH ME REWIRED ENTS OF SECTION 315.07(W OF THE
SPECIFICMDONS.
ASPHALT PAVEMENT WIDENING
FOR WIDENING SUBJECT TO TRAFFIC
VIRGINIA DEPARTMENT OF TRANSPORTATION
1. IE NOTES, ITEM MAY BE PRECAST OR CAST N PEACE
2. CONCRETE TO BE CLAM AS F CAST IN PLACE.
ROOD PSI F PRECAST.
3. CURB HAVING A RADIUS, OF 300 FEET OR LESS
(ALONG FACE OF CURB) WILL BE PAD FOR AS
RADIAL CUB.
4. THE DEPTH OF CURB MY BE REDUCED AS MUCH
AS 3. 115" DEPTH)OR INCREASED AS MUCH AS
3• (21" DEPTH) IN ORDER MAT THE BOTTOMA OF CURB MMILLCCINDDE WI M THE TOP OF
COURSE OF ME PAWWAT SU85ITUCTURE.
OTHERWISE
MDN ME IS
E DO 9 TO RENME
FOR A DECREASE Ofl AN NOEAK N TEAM
5, M-2 IS, TO RE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG-B AS SHOW N
NUI
IN THHE MCTNON ON GISS ARMMST NDARDS.
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPEOFOATIW
REFERENCE
105
MID
2" SM
SURFA
8" 21
BASE
COMP,
SUBGF
ASPHALT PAVING - LIGHT DUTY
PARKING SPACES
NO SCALE
CC-12 NOTE : COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING
'ICEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARD!
GENERAL NOTES' CAR WHEN REWIRED (CG-2 ORCC-3 IN LINEAR FEET)
DETECTABLE WARNING SURFACE AREA IN SCRAPE YARDSI
1. THE DETECTABLE WASHING SHALL BE PROVIDED BY TRUNCATED OWES. EACH OF THE MOVE ITEXS IS A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH
AC CURB CUT RAMP.
2. ALL DETECTIBLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS ttm
OF SECTION 504 OF THE SPECIFICATIONS FOR 00-12 DETECTABLE WARNING SURFACE.
DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS APPROVED PRODUCT DST NUMBER 72.3. SLOPING 90ES CF CURB RAMP MAY BE POURED MONOLITHK0.LY WITH RNTFLOOR OR BY USING PERMISSBLE CONSTRUCTION JOINT WITH REWIRED BASS. {4. REQUNED BASS RE TO BE NO. 5 % 8PLACED 1CENTER TO CENTER ALONGCBOTH SIDES ONCRETE COF THIN/ERAMP FLWR.MD-CEPTH OF RAMP FLOOR. MINMLM MAY
5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJGENT TO CAB TYPE A
RAMPS ARE INCLUDED IN PAYMENT PER CURB / CURB RD GUTTER.
S. CURB RAWS RE REQUIRED FOR SDEW&KS AND SHARED USE PATHS. THE WIDTH OF PERPENDICULAR
THE CURD RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED N CONJUNCTION MATH A SHRED USE PATH, THE MINIMUM WIDTH SHALL X THE WIDTHtm!OF THE SHRED USE PATH. 5•MIN
7. DETECTABLE WANINGS SHALL EXTEND THE FULL WIDTH OF THECURB RAMP LANDING FLOOR,8CURB NAMES WLL BE NSTAUED AND LOCATED WTHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, CURB PLANES SHOULD
NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRRTS,CRCP
INLETS ETC.
B
S. RAMPS MAY BE PLACED ON RMI& OR TANGENTIAL SECTIONS PROVIDED THAT PARALLELTHE/
HPENpC OPENING
CONNECTION
O EC ION OPLACED WITHIN F THE TCUM OPENINGOSSSWPLK AND �S /N.�y
10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED RUSH WOx / /NyAAfR�P �4 iN'�
THE BACK OF CURB. v 1
11. WHERE CUM RAMPS INTERSECT A RMIR SECTION OF CURB AT ENTRANCES 121 MA% ; 1p
OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE 90u% xx M�
A FACTORY RADIUS OR B FIELD-MNXFEO AS RECOMMENDED BY THE
MANUFACTURER TO MATCH TIME BACK OF CURB. SEE M-12-INS PAGES 204.05
AND 204.07 FOR METHODS OF INSTALING DETECTABLE WARNINGS ON A RADIUS. 4' MN
AT ,2" HIGHER THAN
EDGEE OF HIGHER
AT XX:. SAME AS 70P OF CURB
TYPE C
PARALLEL OR PERPENDICULAR
TRUNCATED DOME
ro
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-00000000000 0 0 0 0 0 0 0 0 0 0000000000 -[0000000000
OETECTRLE WARNING
AT BACK OF CURB "-14- VARIABLE FULL WIDTH OF RAP FLOOR I
BEE NOTE 11. BASE UNAETER PAY LIWRS
9D
HT -DUTY P
2" SM-9.5'
SURFACE C
3" BM-25
BASE COUF
H--I
Lic. No. 035791,a
08/24/21 Aj
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LIMITS OF PEDESTRIAN® __ _W' ® LIMITS OF PEDESTRIANAC ESE ROUTE - ACOE55 ROUTE
UWAVED SPACE NON -TRAVERSABLE UNPAVED SPACE
/{�
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1
0
FRT�N
LIMITS P RI LYOS OF PEDESTRIAN>_
LE55 ROUTE NON -TRAVERSABLE E55 ROUTE
T1
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PEDESTRIAN ACCESS ROUTE DETAILS WITH &
Ill
WITHOUT UPAVED SPACE
1
J
'
MOTIONAL RIGHT -OF IS REO EO f LHE LINITS 3..
PEDESTRIAN R T l�R % N T
OF EWES ACCESS OU E MN E iE C BETOID Em USING
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OR PROPOSED VOOT RIGHT -OF INI 15".I
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.
® PEDESTRIAN ACCESS ROUTES PROVIDE A cONTry
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TI
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UNOBSTRUCTED, STABLE, FIRM ANDSLIP RESISTA
PATH CONNECTING ALL ACCESSIBLE ELEMENTS O
I
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HALF PLAN
N+ FACILITY THAT CAS BE MPROACHED.ENTEREO d.o ..Q.•
USED BY PEOESTRIAYS.
="69
-B-B
F�
C`I
• IF PEDESTRIAN ACCESS ROUTES N ME BEING
PROVIDED.
PE. IS
REOVIRED.A IT ON 4'TRA RIDS SLOPE.
NTH A N 4PT. CROSS SLOPE.
SECTION
O
O
WHEN USED IN CONJUNCTION NTH STANDARD
STAIN OR LG-T, THE CURB TED ON THIS
STANDARD IS TO BE GJONFIG AT MATCH
THE MOUNTABLE CURB CONFIGURATION.
p•-p'
'^
J
/�/
I
J
LU
Q
UNPAVED) SIDEWALK SPACE
PARABOLIC
CURVE
.•p,
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NORMAL GUTTER-,
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W
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6" AGGREGATE 8ASE
TYPE 1512E 2B
LLASS M (H.E.SJ LONL.
SECTION C-C
p'-(I•
II �
III
LU
5'-O" 5'-O" ®POINT OF GRADE CHANGE 'FJII
CII�--�
12Y. NAIL SLOPE
FOR CUflB RO CUTTER ONLY ■i.
• x 12 X MNOMUM INCREASE N SLOPE AT MINIMUM O' INTERVALS
, A
FOR SIDEWALK CURB ASD CUTTER
BULT WNNRRENTLy
• x x 3 X MAMNUM DECREASE IN SLOPE FOR FIRST MU INTERVAL AND
B % M•A'OMutl DECREASE FOR SUCCEEDING MINMUA 10'HNTERV&S
I 1
W
7
Z
DETECTABLE WARNING
TRUNCATED DOME DETECTABLE WARNING
SECTION A -A
INSTALLED ON A RADIUS
DETAIL"
DETAIL
SECTION D-D
7n TDN
`VDOT
A COPY OF THE ORIGINAL SE&EO AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
SPECIFICAT
REFERENLE
�VDOT
STANDARD ENTRANCE GUTTER
SPECIFICATION
REFEIENLE
FERENCE
ROAD AND BRIDGE STANDARDS
CG-12 DETECTABLE WARNING SURFACE
ROM A40 BRICGE STRO/f✓05
Q
WO
SHEET 1 OF 5 REVISION DATE
(GENERAL NOTES)
105
502
SHEET 1 OF I
REV GATE
502
315
204 p1 p4(19
VIRGINIA DEPARTMENT07/1TMENT OF TRANSPORTATION
504
see
20.T 03
07/15
VIRGINIA DEPARTMENT OF TRANSPORTATION
1
r
CG-2
CC II
M-1
A -I 1
PERUSSBE MINI
5'MIX. MINT
L
AEL TRUNCATEDOOMiS
SEE SHEET 1OF 4 FOR DETAILS
TANGENT PLAN
STD. CO-2
2',0. y O•
BAX( OF GO 12 :1
2D -1
SECTION A -A
NOTE: FOR GENERA NOTES CM ME DETECTABLE WARNING SURFACE.
SEE SHEET 1OF 4.
TYPE C
PARALLEL IF PERPENDICULAR
APPLICATION
ROADWAY GRM°
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
1 6" CURB
0
2
4
1
2
1 5
2
3
1 5
3
3
16
4
4
R
5
5
ID
8
74
7
3
5
B
5
S
ILL
(RADIUS TO BE AS I
Al xX STREET APPROACH SAE SURFGING
AS MANJNE ROADWAY SEE NOTE IIIi
GENERAL NOTES
mowYy/
SHOWN ON PLUM S]S G C I
- - - - - - -+-
1. WHEN W-1115 USED FOR STREET MNECTDNS ME
CONNECTION MUST BE DESIGNED IN ACCOIDoR WRH
a
I
UNDIUS TO RE ASOF
(&TOWN
PLPCABLE
TO WOTC XOb SICTIR
®
v
Uj
GC]
/
RAM%L COMBINATION ON RNVSI
THE DMESEIGN MNAIAI. NCLIIOINWG'
DETANCE REWIREMENTB.
/
4
/
CURB AND GUTTER
CG-5 ( NOTE 7)
H-
I 1
II
- 1
I
2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
TURNING REWIREWENTS OF MITICPATED HEAVY TRUD(
TRAFFIC. THEDEPTH FOR SDEW&K IF CURB RAMPS
OU
0
SIDEWALK
I I
WITHIN THE LIMITS OF THE RANSHOULD BE
U=
ISLE NOTE 2) 1 W.
OPTION& e"
I
INCREASED TO T..
III 1
LL
FLOW LINE
----
3. WHEN USED N CONJUNCTION WITH STANDARD M-3
OR 00-7, THE CURB FADE ON TER STANDARD B TO
II II
EIPRSXN
MINTEVA
a IXPANSION
' e JOINT
BE ADJUSTED TO MATCH THE MOUNTABLE OEM
COMMDRAiOH.
CROSSWALK
TYPICAL PLACEMENT
NOTE: WIDTH 18" 1 aR AS
SHOWN ON nPD& sEDTaN
MNNLNE ROADWAY
4. SEE STANDARD CG-%! FOR CURB RAP DESIGN TO BE
USED WITH THIS STANDARD.
/r
<
AT INTERSECTION
AJ
S.
WITH BUFFER STRIP
PORTIOPTIONON OF G.17nit TO P�CL OWARPING
PO IMJG OF WATER.
/ Il
0
PLAN VIEW
J
ENTRANCE NOTES
-�
(D
THE SELECTION OF CUB TYPE AND THE CONFIGURATION OF TILL
UTILITY STRIP MY VARY TO MEET EXISTING FIELD COMDTIONS
MARLINE ROADWAY SLOPE
IV PARADOX CURVE
6. PLANS ARE TO IILMCAM WHEN CONSTRUCTION OF A ROW
LINE IS REOUIRED TO PROVIDE POSITIVE MANAGE ACROSS
THE ENRNRMCE.
^
` D
AD ROADWAY GIOMTRCS PROVIDING THE DNMVSIONS AND
SLOPES RE
USE OF SHOULDER OR
B'X MA•' D
^ 1
I,
AS NOTED.
OPTION& ROW LINE
_
SLOPE CHANGE 12--- T.
7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
-
�L
M/FLINE ROADWAY
Y
`--- - - - - ----
R/W LINE (EXCEPT MY SUNAME STABILIZATION
REQUIRED FOR MANI PAVEMENT WHICH CAN BE
--
BK NAX D
OMITTED N ME ETITRRCEJ
SLOPE CHASOE ® �-
B. flGIL OURS OR COMBINATION CURS AND GUTTER
D
SMELL NOT BE CONSTRUCTED BEYOND TIE RAW LINE
w
EXCEPT FOR REPLACEMENT PURPOSES.
F
S'YIN
COMl1ERCIKMENTOURANCE
B. THE DURABLE AND MADMUM ENTRANCE WAGE CHANGES
D' RE LIS1W IN THE ALLOWABLE ENTRANCE GRAPE
TAKE. THESE VALUES ARE NOT APPLICABLE TO STREET
SS tJIN 1(W. ®COSTRUCT GRADE CHANCES WITH PARABOLIC CURVE. CONNECTIONS.
NOR AT :. 2' HIGH ER THAN SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES
EDGE OF PgVEMENT
AT)KX.SAE AS TOP OF CURB
THIS COMBINED (PARALLEL N PERPENDICULAR) DESIGN FOR &TERATIONS CAN BE
USED WITH ADMIRING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING FOES
WITH 60" X W" MIN, DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET
CAN B PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO TIE SDEW&K
NTH A WARPED SURFACE.
NOTE:
THE REQUIRED LENGTH OF A PARALLEL RAMP 5
LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE.
STANDARD 6" CURB ROM ao BRV I OTRDADs CG-12 DETECTABLE WARNING SURFACE
REVISION DATE SHEET 1 OF 1 RE13,WES TYPE C (PARALLEL & PERPENDICULAR) APPLICATION
VIRGINIA DEPARTMENT OF TRANSPORTATION 2Q1.m 200] VIRGINIA OEPMMENT OF TRANSPORTATION
S°EDIFKATDA SPEDIFIG
NERTRFNUs IEFERE
W2 502
ENTRANCE VOLUME
GRGE CHANGE
"O'
OEDRGLE MAXIMUM
HIGH
MORE iWN TWO VFO
OX
3x
YEOIIN
8D0-160D VPo
53x
ex
LOW
LESS THAN WO WD
95%
a
GUAR AS.j, Y '!•M' '�' NOTES &LOWIBLE ENTRANCE CADGE TABLE IS NOT
(H.E.SA .C, •� APPLCABLE TO STREET COINECTIONS
CWCRETE A
SECTION C-C
METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
AND COMMERCIAL ENTRANCES
VRGINA DEPARTMENT OF TRANSPORTATION
Y va
LU
O LU
w
d U)
JOB NO.
202179
SCALE
AS SHOWN
SHEET NO.
6
ART ECn' • LSI orl✓ersmature integral sensor which reduces drive Current, when ambkmkmGo.Mrena
eetl rated temperature, providing typical operation far 100000 houm
(cormmfactoryfar its-211Ne estmate far spec6ic compuhodon).
:NERG
Y SAVING CONTROL OPTION - DIM - 0-10 vol dimming anal with controls by
cohere..
LEDB- Select high -brightness LEDs In 5000K or 4000K color temperature, 70 CRI.
DISTRIBUTIONA'ERFORMANCE -Types 3, FT, FT-L FT-fl, 5, and enhanced SE arts FTE. Fri
and FT-R allow for 0180 mounting configurations with factory set oplks for applkalbrx
such aS automotive from mw ExccpUoml unit imiy Creates might MvirOnmem at lower
light levels. Internal Lower (IL) option avallable for Improved backlight wmrol without
sacrdidng street side performance for FT distribution. Consufl factory for intamN lower for
FT-L and Frill applications.
HOUSING - One-piece, die -form d aluminum housing Cpmins factory prewlnd Often Wiring
DOE LIGHTING FACTS
access door (wfth safety annual located underneath.
Depadmemaf Endear s vented representative mounting
OPTICAL URN• Cites tempered flat gins lens permanently sealed to weather -tight aluminum
data and msuld In accordance wit its Uphtln9 FmCM Pmpnm.
ordo frame creature an IP65 raised Opecal unit(Inoludes pmmur&4Wbllmng breather).
Visitor .li Min Nm.com Mr nific calal SM s.
g p rip op rip
MOUNTING -Ta red rear designallows fixtures to be mounted in 90°and 120°
Pa
UGMTOUTPUT-XLCM
Lumen III
a Me FT typeI d enF
Watts
Haminal
M
18800 I 22800
1 22900 15500 15M
103
NR
2I500 30900
1 3110C 21200 211M
278
y. p
lasso za000
zaeao lsaoo 1sooG
1es
IS MM1267M
1 27800
1 28500 20100 2M
I 2m
onipurations without the need for Extemion arms. Use with 3" reduced Calling pattern. A
round polls plate is required for mounting to round poles. WNI mount available by ordering
wall moumnA breclMt (BKS-)(PWM--'-SLR). Proprietary pole quick mountaceesSaAes
available with horizontal mounting or fixed 15° anglad mounting (POSH-KIT-CLR antl
POM15-KIT-CUi) for mounting to square pales. Top mounted minfomemem bra" for
high wind or vibration (up to 36) applications oval a installed option or field -mould
accessory.
LED Chi, are frwuemry upwredmerefaewun may lmwn. ELECTRICAL -Two-stage surge protection(including separate surge protec➢on built into
electronic Chi me& IEEE C62.41.2-2002, Location Category C. Available with unNenal
voltage power supply 120-1 VAC (5011Inpri and 347-460 VAC. Optional button -
type photocells (PCI) are evallable in 120, 20B, 240, 277 or 347 volt (supply voltage must
baspecdled).
DRIVER - Available in SS (Super Saver) and NO (High Output) drive cumente. Components
are fully encased in Doming material for moisture rasNtance. Driver complies %0 FCC
standards, Driver and key electronic component can so siy be accessed.
OPERATING TEMPERATURE --40-C to F501C (-40°Fto a122°F)
FINISH- Rxtums are finished with LSh DursGrip® polyester powder mat finishing pr .
The Curial finish withstands extreme weather changes without chocking or peeling.
Available in black, bromd and white. Other standard LSI finishes available. Consuh factory.
WARRANTY- LSI LED "ran carry a limited 5-year warrDAy.
PHOTOMETRIC$ - Please visit our well site at www.Isi-Industts.com for detailed
phmometa data.
SHIPPING WEIGHT (in carton)- One flxwm: 25.25 Its. (11.5Ill Packed two National
4351bs. (197 kg).
LISTING - ILL listed to U.S. and imemational safety standards. Suitable for wet locations.
For a list of the speclllc products In this sorted that are OLD listed, please consult the LED
Ughting section of our wehs@e or the Design Ughts wehshe at www.designlighta.org.
Bit pmdod, w"IwM eempnaM this product, meal the Standards listed below. %aeM c.muNhtllary
for your spo le requtmmeats.
ARRA 'Ere R HS ( E ® FC IP65
FaAyaear eerwel
k ffimmpywfthMS1013n31-WOPmenren MbnWd da9,wnm:»fir tinpEpuMBM umbra VleMmriso
'«anuamma.
F� Project Nam, HABIG Type 04maA1
OM17
Catalog ° UI MUMIM NL
STEEL SQUARE POLES
DIMENSIONS
POLE SHAFT - Pak shaft is alecro�weded AST&A500 Grade C steel tubing wth a mhimum yield
sax- saes saM-
atmno cf li0,000 psi OlT Tenon Mount steel pales, tenon u 2.3I8" OD. high-Mren@M ppe.
xss,n'(eomm)a.D.. dau•(tzdmm)Treat eollrl M.W
2-9pLlbwlern
Tenon is 4-314" in length. Strapm poles are 4",5", and 6"square,
fla. Shorter led have a2' x e pole bass
a c coat -hale location oes k e aT V 4 pole tone. Poles air antl above have 83"
HANO410LE - ed ranchers.
x 041OLE - Standard
herd-hoa W
BASE- Pole base is ASTM-A36 hat -rolled stets plain with a mhlmumAM strength of SEADO psi.
TwOplxe square base Cover is optional.
ANCHOR BOLTS - Poles are furnished xdm anchor boRS feamAng alncpatad doublB nuts and
11'-rig' PoOMo Sol-NOlee
wasllers, Galvan¢ed anchor bogs are optional. Anchor COB conform to ASTM F 1554-07a
m.am n.a.l
Grade 55 with a minimum yield Strength of 55,000 psi.
GROUND LUG - Ground lug Is standard.
rend -home
DUPLEXRECEPTACLE - Weatherproof duple receptacle is optional.
GROUND FAULT CIRCUIT INTERRUPTER - Self-tuding gmund fault circuit internal Is optional.
or-
FINISHES- Each pole is finished with OuraGrlpa, Li baked -on polyeser-powder
it, 11"A4=
re Per. Feet list
�ntla�
finishing proven which aledrostaticMy applies and lush a polyester powder to the
ordered
one corer
pole. Provides an extremely smooth and uniform finish to wlth512nd Wall Mother
J ®
changes without creckng or peeling, and features a 5va-year limited warhomy. Optional
Dural Plus teatm the added protemlon d a 3.0to5.0INthicknessofpcyesmd-
powder finish plus an Inner coating, a well as a seven-year limited warranty.
rmleed°°
°
DETERMINING THE LUMINAIREflil COMBINATION FOR YOUR APPLICATION:
Gel11 b
Select luminalre from lumimlre Ordering information
- .Pounder..
Select bracket configuration$ required
MOM.
Determine EPA value from luminairefbracket EPA chart
a Select pole height
DRILLING LOCATIONS Slde"C"
Selec MPH to match wind speed in the application me (See wlndspeed maps).
• Confirm pole EPA equal to or Somal nit value from note above
• Consult factory for special wintl load requirements ad banner brackets
side -N"- -- - -Side"e'
NIN 'r(Ha Intl -tape Side)
Sid. A C C 0
Nobel
coo.x
IW
MI.,
%
TNt '
%
N
_1qW
Coup
'Consultant., MII M 12
V M ale Ica rid Ip M d 8MF A
NO: SYandmd $Food OF wit international located 314dme
wldMn the polafrom to ben, union atlernlnepNMnd.
CHIPPING WEIGHTS- Maud! Square Poles
e(ln m) n. 11 Ge lfi abnormal 1MbM
4'�Mam) w O7 De. Ifi Bpnedn9G2 IAm turat
�T dn.11 .Ifi up;pi ay 4. dt
dinner) m. Or Gs.IB w[mvlrmaiv Intel
6'nSMm) .17 pe.le Imaw IS Ill
br 1 mjIs
4fM.r Bobs"'' IMmmrgtum 80 m. Iep
Y a>v6
ARRA �L MndIMCODpIImA
Catalog op;
Prepared By'. _
Slim Wall Pack (WPSLS)
Small LED Slim Wall Pack
irUL E
man
LED AREA LIGHTS - LSI SLICE MEDIUM (XLCM
LUMINAIRE ORDERING INFORMATION
TYPICPLORDFfl FX 11 XXLCM 5 LED SS CW UE BLK PCI120
"a plNleww a.LNM or nor Input V°mw FMM opill
°aa Co.aa,n,,.r.,,,r.
%LCM-
LG
ss-sps
co
Cl
Neutua venue
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V25.11
(12021 w
mlw
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)
BTORWlb
Bndbm
IDen
KID-Inv
ma-Nmaanga
Nn
PCMBaIN-201-1
WM(MSm)
unWU
P"TV
R-R knMOOdMrGlM
Vanuatu
(3474W
L-Ina"Lownrpreratin
eMFdWb,Ud,.o
Moum authors)
-NbnRelrlommWBmko
E-TRVEnMn
M-k.,tn.EnMm
ACCESSORY ORDERING INFORMATION
(Lower lM an Said award)
DesnNtlon
Ma %BGWTF'4LR wall MOumAMm
Date, Numpn
3921"U.,
audndMOd.rNo.w
HIM S1n Butl M
M12asML6kfi7n
74T.1,1101
PM Edurne Norris$We Shied
mrmwnatll
00015BNN1
FN21761 FUN li
DM2%210 DounfuY 200V2
Wifesued,
DigXLCWMILIT-R-HSSSM
EtamM XMNSMMI4W
M4 I In V
0 Frow
MRPP Round Pole PMeb T UP Met
Pouet PoNPlMforA Rum
10&TJGN
37BM7CU
MMIKn7OO Ruerore Pk Olrk Mount ImposeBMW SBP520CNX4al
PWIMU40 bind Pie Oulpk MOuntBnuutw4Mtl IEMOM SB532MU
ad M 0 rib re In
3
Br:.%LCMHV-CLR MnMamW BMW
0M]11gA
raorxortS:
I - Won SideShie aaddWIMM EPA. Cwnh Mdary
2-Fusing court to 1wAn In Its hand hole 00010,
DIMENSIONS
114r1d•
-MIOnm)
1e4'18'
(�N'1s•
ptamm rho•
ar pal
Ilbnl
344,18
(anmm)
HOUSE SIDE SHIELD (rear mount)
fall - 4
t3
-
,�„scot (39up.)
Smm1
LEFT AND RIGHT VERSIONS OF TYPE FT REFLECTORS ITOP VIEW)
Area to be
Note: Optics are rim field -rotatable. Fa Of 80 Forward
Throw InnIlMIam spedly left i1i and/or right
Use Type On-," (FT-R)side moumhp. Chanel Is based on standing
M atthepdsend looking out M theamato Milt.
(Hale) (mpM)
Project Name I NMro Tpq OlMflnl
02017
Catalog a AIM)USTRIMIN.
STEEL SQUARE POLES
POLE ORDERING INFORMATION
nncuMceAWMM 5SQB5 S070 24 S PLP SF DDP
Pate
Berra
mwm.l
HeNeP
Mwnonp
aem un[bn
Pole
Opum
bean ten Mauro- See wit selWlon go del
SIIG-11 Ga. SMI
IC
S-$imwPanlWl
Ii aroma
DA-Gems dMohorMM
10'
- .0 e
-
Sf-NOgitflpOtla
Wall Reduced drNllNnp per
W- panels
Ill -M,L. Plea
GF-awbit Flwd°
20
ONW-OouM
WHIT-Mfto
DGP-oV.Gdponu6
UCU-5'TrVq 1pound mmm
TW-Trl*
SVB-Seth Verde Orrin
US -Lots Anchor e0m
SOON- V TMNlpnal ddllinp whom
24'
TMIM°-TdMle
0"-GmhM
m%%-PulePemmfOnfo
MOM-5" Traditional duling Nmm
W
DW-Owtl
May-Mm0lc Sliver
PMOSOctu4enarStpoA
M'
ONW-awed
30'
M'
Tenon Moore - See wles0lWlon dead
N-Tenon MOunI
MfM9d SF M and OF pots pptiona or. I=
Mr tenon and deteriorationmtichnd.
W(BhMedtenonvdait2-34'D.o.)
314 n Me helarl a to pole man Me Me. when
42ON
nwordsewwlnad.
IS N
MON
CtnW WOGOWUM
P,W1M aMotYs
Data
No MMMIng Holn- Use wim:
• BNA end a BxA SISF
'
• M4 X419 S DNA X515F
lal".l 611,111drr
aa01
M01
ACCESSORY ORDERING INFORMATION
AaMsaba en field lMIIM
OMMNumnr
Oates Numb
Opp=d's ua_a2 Apse_GCv¢r
12255DU
yitn Dwnmr- 4' MM No pndan neat Dril
17200E
12401 LA
Vanderpool S'MU PoN nOttm mwntmlvl
172DO
BBC-B'B wen Base Cover
1226MOLA
Vltlmden cal -By Ill Poo@°Nan mmm onlvl
1=1
pWOd1N 12wa umn or
5ImBgdA1
GH-Ground Four del lornpmr
122667CLR
PMG82(e2M.ate, 24DIVOopumbey sensor
l812BpWW
MHP-MOundno HONPIwe(3duMHwuxwm5"tmlmndtlllo6an 132336
RVI 2MOcau .r
MHD- rill Me wemhrrmW Drill N
W120
Ra051B0 1B0V OmYpency $error
diddiscurts
dinewboadepataper
MUNOM
I-SuAMl-glarg BraWeh T' Reduad pill Padern and AN UEnOnV BrrdialB yns' Trsellonal Drill 4.0mer FMOS 6eMmpIy Chanaa"%%'M inaiaro hagManO eiMdvela bJNOA
NwmapeL eM1eeblOr ImemI511p Merbmpeb. Irrational OS15AIndatce prt0smbn Isuhe1st uphmn cote
2 Pole MNm MII Mveel lf['Mlnence. buewaber.Carruddeabnnfroorl d alearep as
8-9n Rood LiphMp BrMkeb Npewlorddm pf MO ped•b. 5.OW D"o, wwlnd. fbtf°ruee Mth MW Helld.Mor
BOLT CIRCLE
/'pOmml Mob
PpOnnlween
a'p2wurewn
PitMmMslub
In IV(W.)pre.
lalr(251mm)w.
lr(M6mm)M.
11'OIIInO.MSRtle
11"12mWm�p101.1s
II'191MmIEMs
IPIN6m�N.Y
B
G
0
J
SI°Md
sMM
NM°d
added
obscureT-11'(20.1mm
271
7-I1'i22pmmMM)
p'-01'i22Emm21pnm)
121306mm1
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vil
Sri
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j19mmx7621M)
UNnmx]Mnm)
indanx Hemet)
p5mmx Nlmm)
ad h�M1
3114'
all
4'
4'
(Mmm)
IB9ml
nol
(1D2mm)
M. rim Ica
Nr mmw Aby
(@cam)
p21
(11)
(1p m)
tatA'sax3Nak
Ia1R'n xL4'M,
1 IR•w.xrmk
lYsaxl-1a'NF.
O�ilMbrm
IMMxil
(257aa x IOmm)
p57mmx25mm7
(303nm ir=
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pkMMnpic
Fistun Type Maine p,pNN
02017
0INDG IEIESlat CMWOj
Project MITI CMk IM"W Ld l l
Date'. H19/20
ORDERING GUIDE
whom RarreIr 1,000.4=
we ". gairae 12-413 QUICK LINKS
Wall Range(LTM Go-cart
Wapht lbs(ke) 3a ci Ordering Guide Performance Dimensions Photometrics
FEATURES S SPECIFICATIONS
Construction
Electrical
Controls
• Rigid Precision Die cast-alumjnum housing for
• High-perormsen<e drher features over-vo ge,
• Optional 130V electronic button Photocontd.
dunalllty and wnsedency.
under voltage,abort-drcuR ate Gives tempare-
.Apertures for fieloorMdoryimtalletlphoto.
• Vertical Am serve es a Mat sink and matt
ture protection.
control.
awunnelation of dust and debris.
0401 tljmMnp (10%-100%) snndercl.
Installation
• The Patent Panding tit l stackng heat re•
• Standard Unmmi Vohage OcCi Vac) Input
, SurfaCe mounts direct to J-box or wall.
moval technology extracts hart from within the
SO/Et) Had
housing moving It away, from LEDs and Integral
. L70 Calculated ute:>100k Hound
• F.W. a bubble Mvd and ..or. hinged
wmwnenta
face frenw for Iran, of Installation.
/ 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.
THE WALL PACK SHALL BE A WARM WHITE (300oK).
3. TILTING OF LIGHT FIXTURES IS NOT PERMITTED. ALL LIGHT
3 FIXTURES THAT EMIT 3,000 OR MORE INITIAL LUMENS MUST BE FULL
CUT OFF AND THEREFORE MAY NOT BE TILTED.
W
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Up IWU$tAIES INC.
/
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Small LED Slim Wall Pack (WPSLS) /
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PERFORMANCE
3001
4000K
SOOOK
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1L
1206
97.79
1206
97.79
1366
111.11
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2125
107.2
2125
107.2
2418
121.97
20
4L
3712
1100.181
3712
1100.1A
4394
1116.211
40
LED
HID
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MSea
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Atlanta
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12
50
72
$52
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70
90
$59
$54
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$9
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70
90
$59
$50
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129
$77
$68
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$18
100
129
$77
$59
150
185
S1D0
$82
175
1 210
1 $112
1 $94
• Luerinal hinges open from the Local to
• Tdd hertnonic distortion. <2p%
Warranty
preen[leakage.
• Power factor.>AS
• LSI LED Fixtures cam a 5-year warranty.
Is proudly menu urMe dt to
• LumiOare p y Fact n d
Ind ower eta constant beer life.
P p Ya
• 1 Veer warranty on optional Button Photocell.
PHOTOMETRIC$
In the U.E.
• Driver Off -$tote Power Is 0 watts.
Ustinga
• Fixtures; ere finished with L515 CureGHp
•Chip On Board (COB) LEDs with IMepreted
LUMnalre photometry has been caoduded by a NVLAP accredited t
pdynter powdes wet finishing process. The
pumt.rAnkh er meentls
Circuit board mounted dies y to the housing
• UgM to ILL 15M and UL 8750.
IESNA LM-79-08 the entire Iuminaire is tesnd as the smu resulting
withstandsextreme weethes
wetdw
to maximize heat dilapidation and promote long
•CSA Uated
ucnAed-llmhtina-solutlowasmx for detailed photometric data.
changes fiithw orpaetne
standard LEI Anlahss available. Comuk factory
ROHS Compllam.
•ShlpPing3.elbs in
Co
C
• omponents am rMly erased In np
DMIpcnds Consortium- a
WPSLS-4L-40
tedal for mot re ca.DAver CwmplMs
Evive
product. Not all window ofMas product may, be
Luminalra Date Zonal Lumen Summery
Optical system
rome
wltll FCC rtadda. and lay eMnk
• Highimfd esxe Chip On Eal(COB) LEDs
abortion" can easily be eweued.
DLC qualHkd. PkaM check the DLC GuallNetl
Products List atwww.destgnlights.org/OPL to
behind char tempered glass for maximum light
• Mlennum2SINsurgereting
confirm which ""arms are quellfled,
wtput
• Opening tesnpem:-40•C to•51(-40°F
• American Recovery and Ranvestment Act
• 3000K I4000K I BOOM color temperatures..
to W122°P)
Funding Compliant.
• Mlnlmum CRI dT.
• Suitable For Wet Locations.
• Zero uptight.
Specficatlons and dimensions sublect to
change without notion
/�3 LM IMUMip Inc I000 AlYanea Rd CJn ON 4e2e2 • ww.v.lel- nln.um
•y (513) nb92020 1_EI IMurtn Inc An Riplea Rerv. $pdktione subject to change without nonce.
MX-awk / 3
PRODUCT DIMENSIONS Rank to brick uaxa
6.00 3
III II III���II 7.65 / y
4.00 .5
u / /
Back to Del uo'u
eating laboratory In accordance with IESNA LM-79-08. As spe<IBed by
in a Iuminaire efficlen<y of 100%. See httP://www.lsl-Indurinlea.cam/nrnd-
IIIISOOFFOOTCANDLE PLOT POLAR CURVE
Wide DlMlbetlon
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Luminaire Legend & Schedule
Symbol
Qty
Label
Arrangement
LLF
Description
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6
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SINGLE
1.000
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/ --- ALLTHINGS PAWSSI�LE, INC. 1
/ D.B.4409�-�70
/ D.B. 3344-393 &:394 PLAT
ZONNG: PUD
STR:z 1455
VDOT MH-1 FILL
TP=454.75
INV IN: 446.28 TO io
INV IN: 446.28 TO 4
INV OUT: 446.18 TO EX-1 450
445 18" HDPE
63.36 LF Qa o.
442
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Structure
Area
(Acres)
Cw
tr
(Min.)
10
0.91
0.80
6.0
8
0.88
0.80
7.2
6
0.00
0.90
5.0
4
0.36
0.90
5.0
2
0.00
0.90
5.0
TRENCH
0.08
0.60
5.0
/ D.B. 8 34 8oAT\
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30 0 15 30 60 / / / 20
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/ APS WAREHOUSE,
E, LLC //
D.B. 1999-352 /
/ D.B. noz-7z4 THRU 729 PLA
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EXISTING CATCH BASIN
I / /
,
ALL PROPOSED PROPOSEDRAINAGE DIVIDE
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PLATZONING:PUD
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$
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/ D..B.B.3618-642
D.B. 3ZONIN P6zz P�T
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STR:10
VDOT DI-i / / / /
TP=453.89 / / 4F
INV OUT: 446.83 TO 2
455
JSTING 1o"
P WATERLI
0+00 0+50 1+00
STR so - STR z
450
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( //
/
VERTICAL PROFILE SCALE \
//
445
/ /
/ / /
(1 5 0 2.5 5 10 20
442
/
/ /
/
/
( IN FE ) /i
/
I inch = 5 /
ORIZONTAL PROFIL SCAL�Fr/
50
25 50 too � 200
IN FEET ) '
I inch
I
/
/
PIPE DESIGN
n = 0.013
Pipe
Hydrology
Pipe
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Pipe run: STR 8 - IX1
8
6
0.88
0.80
0.704
0.704
7.20
6.01
4.23
4.23
448.48
447.76
96.5
0.013
0.0075
24
21.22
5.24
0.31
6
4
0.00
0.90
1 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
DO
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
1 0.91
1 0.80
0.728
1 0.728
1 6.00
1 6.35
4.62
1 4.62
1 446.83
1 446.28
63.4
1 0.013 1
0.0087
1 18
10.61
1 5.79
0.18
PROFILE FOR STRUCTURE
AND PIPE INFORMATIONAL
PURPOSES ONLY, SWM
DESIGN SHOWN ON THIS
PROFILE TO BE APPROVED
WITH VSMP SET
STR:2
VDOT MH-1
TP=454-75
INV IN: 446.28 TO 10-
INV IN: 446.28 TO 4
,A, INV OUT: 446.18 TO EX-1
PROPOSED 048" STANDPIPE WITH TRASHRACK SHALL_
SERVEAS THE RISER STRUCTURE (STR. 4). RISER TO
INCLUDE (1) ONE 02- ic" LOW -FLOW ORIFICE WITH AN
INVERT ELEV.=451.00'. ALL ORIFICES SHALL HAVE
TRASHRACKS. SEE THE DETAIL ON THIS SHEET, OR
EQUIVALENT, FOR ADDITIONAL INFORMATION.
STR:EX-1-
EXISTING INLET
TP=448.85
INV IN: 445.66 TO 2
EX INV IN: 445-59
EX IN OUT: 445.56
CONTRACTOR SHALL CONNECT
PROPOSED STR. 1 INTO EXISTING INLET
24" WATERTIGHT HDPE
69.79 LF Qa 0.75%
470
Design Storm Year= 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
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
448A8
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
1
1 447.66
446.77
118.73
0.0075
24
1 21.2
5.2
1 22.6
4
1
0.36
0.90
0.32
1.03
7.88
5.94
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
EXl
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
Proiect: Mill Creek Industrial Park Job 4: 202179 Prepared by:
SCOTT/R. Ct?LLINSZ
Lic. No. 035791,'n
a 08/24/21 ,ri
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STATION
OUTLET WATER
SURFACEELEV
Lo
Do
Q.
ZW
St
Hr
JUNCTION LOSS
FINAL
H
INLET WATER
SURFACEELEV.
RIM
V
H°
Qw
VIN
Qi*V;
V; /2g
H;
ANGLE
He
Ilr
L31-L
.5R
447.75
63.36
18
6.05
0.003
0.18
3.4
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
L8
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
TT2)
PERIMETER
(FT)
A
(ACRES)
C
I
(IN/HR)
Q
(CFS)
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
ORIFICEFLOW
10
DI-1 - 50%clogged
1.17
5.00
0.91
0.80
6.50
4.73
6.8
ORIFICEFLOW
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
WA
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
446.28
HDPE
2
MHA
CG-6
-
454.75
1
24
69.79
0.75%
446.18
445.66
HDPE
10
DI-1
CG-6
-
453.89
9
18
63.36
0.87%
446.83
446.28
HDPE
470
PROPOSED BASIN 'B' TOP OF D,
r
HAS A LOW POINT LOCATED AT
000
THE PROPOSED CURB CUT,
465
0,0
ELEV.=45y.67'(1' BELOW THE F
PROPOSED BASI
'A' TOP OF tD O
' ~H
= rn
AM ELEV. 454.8
(WITH A 15' O
IDE VDOT CL. AI
RIPRAP LINED
r�i1�Z,'
_-�
100-yr PEAK
EMERGENCY SPI
LWAY WITH
O -�
10-yr PEAK11 1
FILTER FABRIC U
DERLAYMENT o tD a
XISTING� 0 a Z Z
>////,l-yr
2-yr PEAK W
460
& A CREST ELE
.-453.80') oq SF
GRADE
PEAK W
'tZp
aLULU
FLn11>>
%
Ln F- z z
;
455
455
PROPOSED
GRADE
' 100-yr PEAK WSE=453.03
10-yr PEAK WSE=452.91
PROPOSED BF
2-yr PEAK WSE=452.83
DRAIN TO THI
450
_-__
_-_
1-yr PEAK WSE=452.77
CONTRACTOR
.'
CHANNELS A
_______--------
ENSURE POSI
-------------
I
-------
---
-
------------
PROPOSED
24' HDPE
E A
SHALL SERVE AS
2/+' HDPE
STORM
SEWER 96.47 LF Qa 0.75%
RISER TO INCLUI
445
LF @
o•75°7o 10-Y
HGL
ORIFICE WITH At
11g, 3
7
TOP=452.80' WI-
24" HDPE
TO PREVENT FLOTATION
THE RISE
BASE SHALL BE
IRMLY
ALL ORIFICES SF
18.44 LF @ 2.21%
EMBEDDED 6" IN
O AN 18" THICK
REINFORCED CO
CRETE
THE DETAIL ON I
442
FOUNDATION THAT
IS B'xB', AND
URIED BELOW G
OUND.
FOR ADDITIONAL
d
N
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l!1
n Ol
O
O
d
W)
d
f
d S
0+50 1+00 1+50 2+00 2+So 3+00
PROFILE SCALES S T R 8- Ex 1
1"=50'(H)
\M
FE)
WSE=453.03
JSE=452.91
SE 452.83
>E 452.77
CONTRACTOR SHALL INSTALL THE
EMBANKMENTS IN ACCORDANCE w/ THE
DESIGNS SHOWN ON THIS SHEET, TYP.
SINS' FLOORS SHALL BE SLOPED TO
RISERS (0.50% MIN.), TYPICAL.
SHALL INSTALL GENTLY SLOPED
-THE BASINS' LOW POINTS TO
FIVE DRAINAGE THROUGHOUT, TYP.
STANDPIPE WITH TRASHRACK
THE RISER STRUCTURE (STR. 8).
IE (1) ONE 02- is"" LOW -FLOW
I INVERT ELEV.=451.00'. RISER
H A 024" INVERT OUT=448.48'.
ALL HAVE TRASHRACKS. SEE
HIS SHEET, OR EQUIVALENT,
INFORMATION.
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JOB NO.
202179
SCALE
AS SHOWN
SHEET NO.
8