HomeMy WebLinkAboutSDP202100029 Plan - Revision 2021-10-31i000001-
---------------------- --------------------
I.F. = IRON FOUND
I.S. = IRON SET
N.F. = NAIL FOUND ��TMP 78-17A
PP = POWER POLE ,
WM = WATER METER
WV = WATER VALVE �_■
FH = FIRE HYDRANT /
TV = TV PEDESTAL
TP = TELEPHONE PEDESTAL .'
MH = MANHOLE / O
LP = LIGHT POLE
,
,
PROPOSED MAJOR SITE
PLAN AMENDMENT -
/ CAR WASH BUILDING &
FLEET PARKING LOT FOR
ENTERPRISE RENT -A -CAR
,
PANTOPS SHOPPING CENTER
MAJOR SITE PLAN AMENDMENT
(SDP2021 - 00029)
RIVANNA MAGISTERIAL DISTRICT - ALBEMARLE COUNTY. VIRGINIA
17
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PROJECT AREA = 29,880 SF ♦ '7� � N 27'34'02„ E o
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ROSES STORE
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TMP 78-17G2 � � 20 WP ER NE ESMT•� � � � \ \\
LOR #2 (SDP-1998-118)
ADD LOADING DOCK & RAMP
TO EXISTING
LOR #1 (SDP-1998-118) /
LOADING DOCK, RAMP, &
CANOPY FOR ROSES N.F. \
BUILDING \
TMP 78-17G2
HOC( OR#3(SDP-1998-118)
ADD FIVE LIGHT POLES
AND FIXTURES
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LOR #1 (SDP-1997-136)
C8\�` \\\�F DECK FOR OUTDOOR
\H\\p��Z RESTAURANT SEATING
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SITE PLAN & LETTER OF REVISION SUMMARY �`\ �
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LETTER OF REVISION #1
SDP-1997-136 LOR #2 SDP-1997-136
FEBRUARY 11, 2003 INSTALLATION OF A )
• Construct a deck for outdoor seating at Sweetbones �\ \ F \
Restaurant at Pantops per revised site plan dated February \\ `\�\\F�\\ MOBILE GENERATOR
11, 2003.
LETTER OF REVISION #1 \� \
SDP8 18
PARCELCEL 78-17G2
FEBRUARY 22, 2005
• Construction of a loading space and canopy per plan dated
10, February, 2005 by Shank and Gray Architects \\ \
• Loading dock with a ramp on the east side of the building, ° �" \\\\
a canopy change to north side as additional building
entrance (20' from north elevation).
LETTER OF REVISION #2
SDP-1997-136
PARCEL78-17D
MARCH 15, 2005 \\ MN \ \
• Revision of the installation of a mobile generator next to °
Food Lion NOTES: / \ \
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL \
UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
LETTER OFREVISION#2 CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER �•` \ \ \ ,�
SDP-1998-8-118 IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM � \ ✓% �``.iJ<`
PARCEL78-17G2
THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A
AUGUST 16, 2006
CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN
ON THE PLANS.
• Construction of a loading dock and ramp to existing Dollar
Tree loading dock and ramp (from LOR #1 SDP-1998-118)
THE CONTRACTOR MUST LOCATE ALL SURFACE AND
SUB —SURFACE UTILITIES PRIOR TO ANY WORK ONSITE.
LETTER OF REVISION #3
SDP-1998-118
ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE
PARCEL78-17D
VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS
DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT
AUGUST 15, 2012
THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED
• Add five light poles and light fixtures per drawing #19463A
g P g P g
AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING
(Food Lion Store #253 Lighting Project)
SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF
REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS
MINOR SITE PLAN AMENDMENT TO SDP-1998-118
SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL.
SDP-2019-00061
IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF
THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD
PARCEL78-17D
F NEEDED.
FEBRUARY, 2020
• ADDITION TO EXISTING LAZY PARROT RESTAURANT, AND
ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT
PARKING LOT AND PATIO MODIFICATIONS
WITH THE MUTCD.
•11
MINOR AMENDMENT I
(SDP-2019-00061)
MODIFICATIONS TO LAZY
PARROT BLDG., PATIO
AND PARKING LOT
IN
SHEET INDEX
TITLE SHEET
'
TMP
77-41
COVER & LETTER OF REVISION SUMMARY 1
EXISTING CONDITIONS & DEMOLITION PLAN 2
SITE & UTILITY PLAN 3
GRADING & DRAINAGE PLAN 4
LANDSCAPING PLAN 5
NOTES AND DETAILS 6
/
TOTAL SHEETS 6
TMP 78-17A
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45.00
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AND FIXTURES
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OR #3 (SDP-1998-118) IIIXDIN( g 1 O'291, W
ADD FIVE LIGHT POLES 1 15.99'
AND FIXTURES 11 it
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1 1
11 TMP 78-17D6
OR #3 (SDP-1998-118) 11
DID FIVE LIGHT POLES },
AND FIXTURES
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TMP 78-17D5
/ I.F.
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TMP 78-17D4
XIN GENERAL BUILDING DEPARTMENT NOTES:
DI i. 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 ELEVATION OF
THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL
NOT DISCHARGE THROUGH A BACKWATER VALVE.
2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE
NFPA UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE
BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY.
3. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT.
WALLS EXCEEDING y' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS
CROSSING LOT LINES REQUIRE AN EASEMENT.
y. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE
MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
TRIP GENERATION CALCULATIONS
NO CHANGE TO THE TRIPS PER DAY FOR THE SHOPPING
CENTER, AS NO COMMERCIAL OR RETAIL GLA IS BEING
ADDED TO THE SHOPPING CENTER WITH THIS AMENDMENT.
( IN FEET )
1 inch = 50 ft.
1 / 78-17B
304
312
320
TMP 330
78-17A 338
350
368 /
372
376
380
384
kAR
CT
TMP
78-17D
-�78-17D6-78-1701
78-17D5 78-17D2 TH O�.,Il
240 120 O ��
SCOTT R. LINS'Z
71-no4 IU Lie. No. 0357911a
140 �� 10/27/21c�J
78-17D3
160
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588
594
596
598 ,
570 /
/ TMP
78-17G2
540
536
400 532 /f/' 6 78-17G
\520 / `40� 201
� 300
420 f •.., 504 -VI MAP \ 78-17G4
GENERAL NOTES
OWNER/DEVELOPER: (TMP 78-17D) PANTOPS SHOPPING CENTER, LLC ENGINEER: COLLINS ENGINEERING
P.O. BOX 5526 200 GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22905 CHARLOTTESVILLE, VA 22902
(434)293-3719
(TMP 78-17132) ROTGIN, CHARLES JR TR;
SECOND AMENDED & RESTATED TRUST
PO BOX 5526
CHARLOTTESVILLE, VA 22905
TAX MAP NO.: 07800-00-00-017D0(DB.2870 PG.643) - 12.07 AC &
07800-00-00-017G2(DB.3880 PG.673) - 5.51 AC
TOTAL PROJECT AREA: 12.07 AC & 5.51 AC (TOTAL SITE AREA: 17.58 AC): PROJECT AREA = 29,880 SF (0.686 AC)
ZONING: PLANNED DEVELOPMENT SHOPPING CENTER WITH FLOOD HAZARD OVERLAY DISTRICT, ENTRANCE
CORRIDOR OVERLAY DISTRICT & PRESERVED & MANAGED SLOPES OVERLAY DISTRICT (ZMA1983-00002 -
APPROVED BY BOS ON JUNE 15, 1983).
SURVEY: SURVEY AND BOUNDARY PROVIDED BY MERIDIAN SURVEYING AND DESIGN IN FEBRUARY, 2021. TOPO
VERIFIED BY COLLINS ENGINEERING IN MARCH 2O21.
DATUM: NAD83, NAVD 88
EXISTING TERRAIN: OPEN GRASS FIELD ADJACENT TO SHOPPING CENTER BUILDING.
EXISTING USE: 179,506 SQ. FT. SHOPPING CENTER
PROPOSED: CAR WASH BUILDING FOR ENTERPRISE RENT -A -CAR AND FLEET PARKING LOT FOR ENTERPRISE RENT -A -CAR
RENTAL CARS (31 PARKING SPACE PARKING LOT AREA)
TOTAL AREA OF CARWASH BUILDING = 384 SQ. FT.
COMMERCIAL AREA: TOTAL SQ. FT. OF COMMERCIAL AREA: 179,506 SF + 384 SF = 179,890 SF
WATER SUPPLY PROTECTION AREA: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN
DENSITY: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
GREENWAY DEDICATION: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
BUILDING HEIGHTS: 1 STORY BUILDING (CAR WASH) - 16 FEET BUILDING HEIGHT
SETBACKS: FRONT SETBACK: 10' MIN. & 30' MAX. FROM R/W OR EXTERIOR EDGE OF SIDEWALK
SIDE & REAR SETBACK: NONE WHEN ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL.
BUILDING SEPARATION IN ACCORDANCE WITH THE CURRENT EDITION OF THE BLDG CODE.
SUBDIVISION STREETS: CURB & GUTTER
UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER
AGRICULTURAL/ FORESTAL DISTRICT: NONE
LIGHTING: EXISTING LIGHTING TO REMAIN
LANDSCAPING: SEE PLAN SHEET 5 FOR PROPOSED LANDSCAPING WITHIN PROJECT AREA
TRASH RECEPTACLES: DUMPSTER SHALL BE RELOCATED TO NEW DUMPSTER PAD, SEE SHEET 3.
PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE.
PARKING: NO CHANGE TO THE OVERALL PARKING - 31 FLEET PARKING SPACES ADDED SPECIFICALLY FOR THE USE OF
ENTERPRISE RENT -A -CAR. THESE SPACES WILL NOT BE AVAILABLE FOR PUBLIC PARKING.
STREAM BUFFERS/FLOODPLAIN: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
RETAINING WALLS: A CONCRETE RETAINING WALL IS PROPOSED. MAXIMUM HEIGHT OF THE RETAINING WALL IS 3' TO 4' IN
HEIGHT WITH A 36" HIGH GUARD AND 6" RAIL FOR A 42" GUARDRAIL ALONG WALL.
SEE SHEET 6 FOR DETAILS ON THE CONCRETE RETAINING WALL
RECREATION: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
EXISTING PROPOSED TOTAL
LAND AREA: IMPERVIOUS AREAS (WITHIN PROJECT LIMITS): 4,120 SF (13.8%) 15,010 SF 19,130 SF (64.0%)
PERVIOUS AREAS (WITHIN PROJECT LIMITS): 25,760 SF (86.2%) 0 SF 10,750 SF (36.0%)
(TOTAL PROJECT AREA: 29,880 SQ.FT.)
IMPERVIOUS AREAS (WITHIN LIMITS OF PROJECT AREA): EXISTING PROPOSED
BUILDING/SIDEWALK/PATIO: 1,262 SF 3,202 SF
PARKING & CIRCULATION: 2,858 SF 11,808 SF
TOTAL: 4,120 SF 15,010 SF
PAVED PARKING AND CIRCULATION AREA: 14,666 SF
CRITICAL SLOPES: PRESERVED SLOPES ARE WITHIN THE LIMITS OF THE PROJECT AREA, SEE SHEET 2 FOR SLOPE ANALYSIS.
BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE WITHIN THE LIMITS OF THE
PROJECT AREA.
STORMWATER MANAGEMENT: UNDERGROUND DETENTION FACILITY PROPOSED FOR WATER QUANTITY & NUTRIENT CREDITS WILL BE
PURCHASED FOR THE REQUIRED WATER QUALITY.
PARKING CALCULATIONS:
PARKING REQUIRED: 851 SPACES
EXISTING PARKING: 963 SPACES
TOTAL EXCESS PARKING: 112 SPACES
31 PARKING SPACES FOR RENTAL CARS ONLY
PROPOSED WITH THIS APPLICATION. THIS
WILL NOT INCREASE THE OVERALL PARKING
SPACES FOR THE PROJECT.
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
1ALBEMARLE COUNTY SERVICE AUTHORITY
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DB 4417 PG 283
DB 2290 PG 421 (PLAT)
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UTILITY NOTES:
z. A MINIMUM OF i. OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED.
2. A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L AND S/L. TMP 07800-00-00-017A
3. A MINIMUM OF 1.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. N/F TIRESUM LLC ti�b / / �c / zo' SANITARY
4. A MINIMUM OF 1.5' OF VERTICAL SEPARATION IS REQUIRED BETWEEN RWSA SEWER LINE AND ANY OTHER UTILITIES.
S. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATED FOR PUBLIC USE E. DB 4417 PG 283 // / f SF / / SEWER EASEMENT
6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO DB 2290 PG 421 (PLAT) / / / / J C. / DB 792 PG 435
CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATERLINE AND PAVED ACCESSES. CONTRACTOR /
TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED UP
ACCORDINGLY.
7. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO CONFIRM
DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UPGRADES CAN BE ACHIEVED. REPAIR EXISTING PAVEMENT
8. A KNOX BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE FIRE oy FOR SANITARY SEWER
MARSHALL's OFFICE TO DETERMINE THE LOCATION. v ® Awl / y /
9. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. �� LATERAL INSTALLATION ® _ _ 1 /
io.ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN yti / N/F PANTOPS SHOPPING CENTER LLC
WRITING PRIOR TO CONSTRUCTION. �°�' PROPOSED 12'x20' ® / TMP 07800-00 00-017D
. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. CONTACT RWSA ENGINEERING A y ® DB 2870 PG 6
43
ii
�' CONC. DUMPSTER PAD, ® / / / 1 DB 4692 PG 584 (PLAT)
9
40 °0
MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. 1
® 1 • 1
22.BYPA55 PUMPING MAYBE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. SEE DETAIL SHEET 6 O� FH V DB 1021 PG 410 (PLAT)
23. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A PROPOSED LOCATION 0
SMOOTH TRANSITION OF FLOW. 0 C
OF DUMPSTER W/ /
24.EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. 2 BOLLARDS
i5. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION
PERFORMED BY THE BUILDING DEPARTMENT. TMP 78-17A ® UP _
i6.ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLILC NUISANCE AND NOT OVER SIDEWALKS. PROPOSED
27. SEWER CONNECTION: ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER GUARDRAIL ® p m/
BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY PROPOSED 6" ® �F _ /
RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO MANHOLES.
BYPASS PUMPING MAYBE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR PVC SAN. SWR ® `\
LATERAL p zo' WATERLINE
0
INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. EXISTING s 1 FDC EASEMENT
MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. CONTACT RWSA ENGINEERING A L=153 0 0° o� /
DB7gz PG 435
MINIMUM OF BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. u
18.THE WATER AND SANITARY SEWER UTILITIES ONSITE ARE OWNED AND MAINTAINED BY THE ACSA.
19. THE CONTRACTOR SHALL CONTACT ACSA 3 DAYS PRIOR TO THE WATER SERVICE TAP AND SANITARY SEWER MANHOLE INV. IN=350.0
CORE. INV. OUT=346.00 `'� Stitt z GM
SITE PLAN NOTES: 0
1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND PROPOSED 4' ® CO
SURVEY INFORMATION. ROPOSED 5' CONC. APRON, 0 ® / EXISTING
2. TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINERS. SEE SHEET 6 0 / BLOCK
EE DE1 i
3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS CONC. S/W 0 ` BUILDING
VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL 6' HIGH MAX. CONCRETE
®
NOTIFY ENGINEER OF ANY DISCREPANCIES.
4. ALL EXISTING AND PROPOSED BUILDINGS WILL HAVE SLAB ON GRADE RETAINING WALL W/ ®
FOUNDATIONS. HANDRAIL. SEE SHEET4 FOR
5. A MINIMUM 20 DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED ELEVATIONS & SHEET 5 FOR 0 0 /�
AROUND THE COMMERCIAL BUILDING. DETAILS. CONCRETE WALL TO 0 / PROPOSED 1 /
6. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES AND/OR LIGHT POLES EXTEND 36" ABOVE PAVEMENT ® S' CONC. S/W
AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE FOR CONCRETE CURBING. 0
/� W 36217�
DESIRED LOCATIONS. 0 / 16'x24' 5' CONC. S/W
7. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT RELOCATED MAILBOXES 0 ® CARWASH WITH 6" STEPS
r BLDG (384 SF 4 /�
TRAIL SHEET
ALONG THE FRONT PORTION OF THE SITE AS SHOWN ON TO THIS LOCATION ALONG
THIS
SCOTT/R. Cbi.LINS'Z
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8. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS THE EXISTING SIDEWALK®
WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, 0 1s- £ 1 • oCD
WILL C
SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL ® / / o o CD
BUILDING. 0
9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR®® O� / / CURB
SHALL BE ELIMINATED. / 3100rl
io. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A o , 2 PH /
SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME ® / S52 40 2�
LEVEL AS THE PARKING SPACE THEY SERVE. 0 / MB F REPAIR EXISTING PAVEMENT w
n. THE PROPOSED MAXIMUM FLOW FOR THE CARWASH IS 22 GPM. ® / OVERLAY PORTION OF TRAVELWAY CURB / FOR WATERLINE LATERAL
12. ISO NEEDED FIRE FLOW FOR THE STRUCTURE IS Soo GPM. ® "u, m
FOR TIE-IN CONNECTION FOR PARKING INSTALLATION
13. CURRENT AVAILABLE FIRE FLOW IS i56o GPM AT 55 PSI. ® O C�
® m LOT, SEE DETAIL SHEET 6 , / c,,i
14. A KNOX BOX WILL BE REQUIRED FOR THE BUILDING. THE LOCATION OF THE 0 �A_
KNOX BOX WILL BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE ® �° DO NOT ENTER r -
DURING CONSTRUCTION. 1 0 / SIGN . // // ui
BENCHMARK - TOP
® ;. ��OFSDMH / / PROPOSE KCOPPER WATERLINE LATERAL M
TMP 07700-00-00-04100 EXISTING zoo YR 0 I / Nt
COUNTY OF ALBEMARLE FLOODPLAIN 18" RCP4 39 / #ND 1 WATER M TER F eARWASH. Q
® 2 R PROPOSED 5' 18"RCP CONNECT_WAT E LATERAL WITH CN
DB 2372, PG.580 96 Up 9 15 OUT=348.69 BENCHMARK / / p
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/ GUARDRAIL s TOTAL / /
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DB 3880 PG 673 O
1 DB 1021 PG 410 (PLAT) 1 1 N O
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GRAPHIC SCALE 1 Boa No.
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112066
zo o ,o zo ao so
1 i SCALE
w N.F. 1"= 20'
i
1 w
( IN FEET ) w �' SHEET NO.
1 1 inch = 20 ft. '
,' 3
PIPE DESIGN
n = 0.013 for RCP n = 0.01 for HDPE
Rpe Hydrology Pipe TMP 07800-00-00-017A
g N/F TIRESUM LLC
v DB 4417 PG 283
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YDI 002 1 0.01 1 0.80 0.008 1 0.017 1 5.15 1 6.62 1 0.05 1 0.11 1 350.00 1 348.50 1 118.0 1 0.01 1 0.0127 1 8 1 1.48 1 2.44 1 0.81
�Pipe ruo:vO H - POND I / I // //// WM // / /i // �i / It
20' SANITARY
SEWER EASEMENT
DB 792 PG 435
STR7 STRS 1 0.33 0.90 0.297 0.314 6.27 6.27 1.86 1.97 344.75 344.61 25.1 0.01 0.0054 15 5.14 &87 O.n ' / ///// // / // ® �/ / /� - 1/ / N/F PANTOPS SHOPPING CENTER LLC
STR5 STR3 0.00 0.90 0.000 0.314 6.38 6.24 0.00 1.97 344.51 344.02 81.0 0.01 0.0060 48 121.03 3.35 0.40 TMP 07800-00-00-017D
/ / / / // ' / / 1
STR3 3TR1 0.00 0.90 0.000 0.314 6.78 6.13 0.00 1.97 343.92 343.71 27.1 0.01 0.0067 15 5.73 4.21 0.11 DB 2870 PG 643 // /// // //�/ // / / / 1 DB 4692 PG 584 (PLAT)
9
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STR1 ODr 0.00 0.90 0.000 1 0.314 6.89 6.10 1 0.00 1.97 343.45 338.00 1 82.6 1 0.01 1 0.0660 18 29.23 9.23 OA5 /
// / % // /// i �/ 1 1 DB 1021 PG 410 (PLAT)
// // /
L&D229 J.N. PRO✓COTINTY harlottesville%//// ///�/®'V
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STORM SEWER DES/G/V COMPUTA TONS DESIGNFE BY 10/3112o21
CHECKEDBY DATE 10/31/2D21
AREA RUN- INLET RAIN- RUN- FULL RUN- / TMP 78-17A
/ FROM TO DRAIN. OFF CA CA TIME FALL OFF INV. INV. FLOW VEL. FLOW OFF VEL. /
"A" COEF. INCRE- ACCUM- tc 1-10 yr. Q ELEV. ELEV. LEN. SLOPE DIA. RATE 10 yr. TIME 100 yr. 100 yr. // / / ///j / j//�// //// // / // / D _
acres C MENT ULATED min. in/ hr c.f.s. IN OUT ft. % in. c.f.s. f.p.s. sec. c.f.s. f.p.s.
_1_ _2_ _3_ _4_ _5_ _6_ _7_ _8_ _9_ _10_ _11_ _12_ _13_ _14_ _15_ _16_ _17_ _18_ _19_
/ / /i / / / / / / /�/ / // / �' 20'WATERUNE
YD1 CO2 0101 OS 0.01 0.02 515 6,62 011 350.00 34&50 118.00 127% 8.00 1A8 244 483 0.1 27 � // j / j ////4 j // /�i/ // ,/' -�� I'.. / / DC � EASEMENT
/ //// T -3 4.00 _ 1 DB792 PG 435
CO2 SIIt7 0 0.9 O.OD+0316.27
636 011 34&50 348.00 44A0 114°% 8.(ID lA0 238 18A 0.1 25 / / / / // // / �/ / / r
/// // / /// / / / // / / / .' B =3 1.00
S'IR7 SIRS 033 0.9 030 627 1.97 344.75 344b1 25.05 054%a 15A0 514 3.87 65 2.6 42 I / // /// ///
STRS SIR3 0 09 0.00 6.24 197 34451 344.02 81.00 0,60% 4800 121.03 335 2,42 2.6 39//////�/S'IR.1 0 0.9 0.00 6.13 1.97 343.92 343.71 3714 Ob7n/a 15A0 5.73 421 &8 2.6 45/GMlOUT00.9O.OD 6.(XI 1.97 343.45 33800 82h3 66(Pla 18.OU 2923 9.23 9.0 2.6 10.21
/xj4 j///// / �j%/ // EXISTING 1
BLOCK
BUILDING \ 11
/�
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/ �// j// / /�/ j///// / // / / /, Tw=355.00 _
NOTE: SEE WPO PLAN FOR DRAINAGE AREAS AND // �/ /// / / Bw=350.0 C01 1 �
STORMWATER MANAGEMENT CALCULATIONS FOR //// PROPOSED A
THE PROPOSED DEVELOPMENT. / / / / / /
////// / ///1�/ / / 4 j / / / / l CLEANOUT
�FE=352•So TOP=353.7
INV.=351.00
Qv
/
2O' OFFSIT DRAI AO,E EASE ENT / / / /'/ '/ % / / / / 354
B. PG.
IN OUT=338.0
URB
1nRC OSE /y//00 IW 1
EXISTING RIPRAP / // / / / / / // / /�/ CLEA L(T�
OUTFALL - RIPRAP OVERGROWN / / ///� // / //// // / /�p�/ / / / /�/iMB so
PROPOSED6"
AND SILTED UP. CONTRACTOR TO / / // OPOS �j /� / / ADS DRAIN PIPE F
IMPROVE RIPRAP OUTFALL TO // / //AP/S/�DRAIAIN?JP/E, 1,9 // /j / / / Tw=355.00 � / � � PROPOSED 18" L=32', S=3.13% CURB /
ALBEMARLE COUNTY PROPERTY // �� / k�7 l S C.xt�o% �/9/ / / // / // / BW=351.0 / / GRATE INLET
LINE lb -) TOP=352.67
STR-1
: � INV.=35o.00 CURB37
PROPOSED8"
wow / ADS DRAIN PIPE BENCHMARK -TOP
L=1i8', S=1.27% OF SDMH
TMP 077QO-00-00-04100 /// / /// // // // �// /��/� // /d/ / 4 / / / TOP=354.39
COUNP OF ALBEMARLE /// /// /�// / / // // / / f�����f _ 18"RCP
DB 2� 72, PG.580 /� /i /� // ' / // // / // //�/ /// 7/ / / � --- ---, l OUT=348.69 BENCHMARK
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STR-7 R VED
PARKING SIGNS ELEV-355.00
STIR DES OX) /
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HANDICAP
PARKING SIGNS
/®/ (4X) / a
/ i //®/ // / / / �� / / / BUS STOP / v/
SIGN �w
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PROPOSED VARIABLE WIDTH PUBLIC / EASEMENT
SWM FACILITY & ACCESS EASEMENT / / DB792 PG 435
/
EXISTING
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TMP 07800-00-00-017G2 /
Design Year: 10 Project: Johnson Village Job #: 102045 Prepared by: KKW +JSD N/F CHARLES ROTGIN JR F /
MIET UTLET WATER D Q S H JUNCTION LOSS FINAL INLET WATER RIM DB 3880 PG 673
STATION SURFACEEIEV zw V- H Q V- QN V /2g H qNO� He H 1.3H SH H URFACEELEV ELEV DB 1021 PG 410 (PLAT)
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GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 11.
1 /
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STR-i VDOT STD. DOGHOUSE MH
TP=353.o8
INV. IN=343.67TO STR-3
INV. IN=345.78 TO STR-201
EX. INV. IN=343-71
355 EX. INV.OUT=343.45 355
STR-7 VDOT STD. DI-3
TP=35o•33
INV. OUT=344-75 FRO
350
35�
PROPOSED GRADE
XISTING
GRADE
345
345
/
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25.o5 LF Qa
0.54%
/
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340
37.14 LF Qa o.67%
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EX.18" RCP
8z.63 LF Qa
6.5g%
PROPOSED
VDETENTION
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PLAN FOR DESIGN
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STR-7 - STR-1 PROFILE
VERTICAL GRAPHIC SCALE
5 O 2.5 5 10
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
20
200
C (L=1o')
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112066
°
SCALE
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PARKING LOT & INTERIOR LANDSCAPE REQUIREMENTS:
REQUIRED LANDSCAPING i/io SPACES = 31 SPACES @a i TREE / io SPACES = 4 TREES REQUIRED TMP 07800-00-00-017A
PROPOSED PARKING LOT TREES = 6 TREES N/F TIRESUM LLC
TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 6 TREES PROVIDED DB 4417 PG DB 2290 PG 421 (PLAT)
PARKING AND CIRCULATION AREA = 14,666 SF
REQUIRED LANDSCAPING (5%OF PARKING AND CIRCULATION AREA) = 734 SF
PROVIDED LANDSCAPING =1,425 SF
NOTE: THE LANDSCAPING REQUIRED FOR//
TOTAL PROJECT AREA: o.686 ACRES THE PARKING AND CIRCULATION HAS I I I // // �/i // �d/ // / / / WM
PERCENT OF REQUIRED CANOPY: 1o% BEEN SHADED, AS SHOWN ON THE PLAN.
TREE CANOPY REQUIRED: 2,988 SF I I I / // // ////�/ //// ®
TREE CANOPY PROVIDED: 2,989 SF (io.o%) INCLUDES ONLY TREES WITHIN THE PROJECT LIMITS
LANDSCAPING PLANT SCHEDULE i �/�%j�///i�j �/j O� 1 F V
SYM BOTANICAL COMMON NAME SIZE CANOPY (sr)
QUANTITY COVERAGE (s�
TREES / I P 78-17A ////// /////%// / //�///P// /////✓,n
QP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 1 472 1 2 944
PA PATANUSACERIFLORA LONDONPANETREE 31/2"ca1. 1 422 1 2 844 / / ////i/ %//�////4/// / 6 �= _
AR ACER RUBRUM RED MAPLE 121/2" cal. 1 452 1 2 904 1
UNDERSTORY TREES
PY PRUNUS YEDOENSIS YOSHINO CHERRY 6'-T ht. 99 3 297 /// / / j //�/ // // j //j // / / / _CF
TOTAL TREE CANOPY 2,989 I / I //// // //// // /j /// 0�j / / / 8 =3 1.00
i
SHRUBS (Note: Shrubs not included in the overall required canopy calculations)
AB
ABELIA GRANDIFLORA
GLOSSY ABELIA
24" ht. min
14
1 11
1 154
IV
ITEA VIRGINIA'HENRY'S GARNET'
HENRY'S GARNETSWEETSPIRE
124"
24"ht. min
56
1 16
1 896
CS
CORNUSSERICEA
RED TWIG DOGWOOD
ht. minj
62
1 11
682
GM
CO
EXISTING
BLOCK
EXISTING VEGETATION / /// //// // BUILDING
Existing trees onsite 0
TOTAL CANOPY I I 1 14,721
NOTE: SHRUBS WILL NOT BE INCLUDED IN PARKING LOTTREE CANOPY /// //// i / // ///i i//// b/i' /i i
CALCULATIONS. 39 SHRUBS TO BE REMOVED AND REPLANTED ONCE ////i z6/ / / / TW=355.00 ,
CONSTRUCTION IS COMPLETE. ADDITIONAL SHRUBS TO BE ADDED AS BW 3so.o '
SHOWN TO MATCH EXISTING SHRUB SPECIES ON SITE. �/
�d/i
NOTES:
i. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE // /i i///i // // / /®
// / / / // / // ///
ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE '
HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS
AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO
/
SPA /
UP /
/
20' SANITARY
SEWER EASEMENT
DB 792 PG 435
1 / / N/F PANTOPS SHOPPING CENTER LLC
/ TMP 07800-00-00-017D
/ DB 2870 PG 643
1 DB 4692 PG 584 (PLAT)
/ 1 DB 1021 PG 410 (PLAT)
�1 1 11 £
1 1 1
1
1
1�
111
1 1
11 4
111
SUPPORT THE OVERALL HEALTH OF THE PLANT.
2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED
IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A /// / //// ////// //'/// / / / / / / / B f
/// //�' � / / '° Co
PROPERTY OWNERS ASSOCIATION, AND REPLACED WHEN / j /j///j//�/// ///�i //� j/ j/ / j/i/ / (2)PY 1
NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY
WITH THE APPROVED LANDSCAPE PLAN. /j //%/�/i%�//j//���// i/ / ��/ Will so
Z/ /j / / /.M B so (ii) CS \ F
/ �// / /z / Tw=355.00 CURB
x BW=351.0
71 OOP
//////%X�/// /// / ��' / BENCHMARK - TOP
//� \/ �//� (1)PA OFSDMH
TMP 07700-00-00-04100 /// /// / // // / //�/� / / /�/ / / \ TOP=3S4.39 /
COUNTY OF ALBEMARLE RCP 18/
/// /// /�// / // // % f/� ��� f _ (11) IV " / /
DB2372,PG.580 //i///�//%'//////9// / / _—_ __ _ OUT=348.69 BENCHMARK
N-38g
(1)
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PY R VED / =
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/ / 9/ / / PARKING SIGNS ELEV-355•
// / II ` (1)\QP OX) DES
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(11)A
// // / HANDICAP
PARKING SIGNS
AR
// / /
// //, / // //r/ (1)PAAIR
BUS STOP
4�
SIGN
20'WAT�
EASEMEP
DB 792 PG 435
PY
d< / EXISTING
/ BLOCK
/ BUILDING / , /
TMP 07800-00-00-017132 /
N/F CHARLES ROTGIN JRDB 3880 PG 673
/
I DB 021PG4 0(P (PLAT) 1
1
I £ 1
1 1
1 1
1
/
1 1
1 /
GRAPHIC SCALE
1 20 0 10 20 40 80 si
W
1 N.F. w /
( IN FEET ) £ w
I 1 inch = 20 ft. '
20' WATERLINE
EASEMENT
DB 792 PG 435
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County of Albemarle
Conservation Plan Checklist— To be placed on Landscape Plans
(Handbook pp lH-284-111-297 for complete specifications)
_. "Ihefollowine items shall be straws on the Plan:
- U Trees to be saved;
_ a Limits of clearing (outside driphne of trees to be saved);
i
—' ® Lomtion and type of protective Fenang;
0 Grade changes requiring tree wells or walls;
D Proxsed trenching or rounding beyond the Innit& of clearing.
2. Marldazv:
ZI All urea to be saved shall be marked with prim orribbon at a height clearly visible to equipment operators.
U No grading shall begin count the tree mmfdng has been inspected and approved by a County Inspector.
3. Pr -Const rbe lon Conference:
ILI Tree preser,alioo and protection measures shall be reviewed with the contractor on site.
4. Equipment Operation and Storaffe:
9 Heavy equipment, vehiculartraffic andaterage ofconsWctionmaterialsincluding soil shall notbeparmitted within .he driplines of trees
to be saved.
5. Soil Erosion and Stormwater Detention Dedees:
U Suds devices shall not adversely affect trces W be saved.
6. Fes:
ZI Finis are not pamihed within 100 feet ofthe dripline of trees W be saved.
/ 7. Torte Materials:
21 Tomc materials shall not be stored within 100 feet of the driplins of lives to be saved.
/
8. Protective Fepeine:
/ El Tres to be retained within 40 feet of a proposed building orgrading activity shall be protected by fencing.
fl Fencing shall bein place and skullbe inspected and approved by a County Inspectorprior to grading or conalnrction.
/
� f. "free Well.:
lit When the ground level must be raised within the dripline, of atrae to be saved, a tree well shall be provided and a construction deted
/
/ submtted for approval.
/
/
10. Tree Wads:
El When the ground level most be lowered within the dripline a tree W be saved, a tree wad shell be provided, and a construction detail
submtted for approval.
/
11. Trenching and Tunneling:
/ � fl When trenching is raquinad within the limits of clearing, it shall ba done as far away from the trunks oftmas as possiile. Tunneling
ander a large has &ball be considered as en alternative when it is anticipated that necessary trenching will destroy feeder rents.
12. Cleanup:
® Pro a ive fencing shall be the last items removed during the final cleanup,
17. Dams Trees:
51 D gedtreessldlbetramedimmediatelybypmning, fertilization or other methods recommended by u use specialist.
_ NOTE: I IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
1o1z7/z1
CONTRACT PLRCHASERSIGNATLRE
(DATE)
511/06 Pape 1 of 1
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112066
SCALE
111=201
9
NOTES:
1. THIS REM MAY BE PRECAST OR CAST N PLACE
CC-12
NOTES COMPONENTS W CURB RAMPS CONSIST OF THE FOLLOWING
HYDRAULIC CEMENT SIDEWALK (OEPTN IN INCHES. AREA N SQUARE YARDS)
GENERAL NOTES
CURB WHEN REWIRED (CC-2 DR CO-3 IN LINEAR FEET)
DETECTABLE WARNING CUP ACE UREA IN SQUARE )TARGET
1.
THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED OWES.
EACH 01 TIE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAP.
2.
SHALL STET THE REQUIREMENTS SURFACE.
OF DETECTABLE 71M504 WAVING SURFACE PROIONS FOR
Of SECTIW 504 Of THE SPECIFICATIONS FOR C6-12 DETECTABLE WARNING Sg6ACE.
S4IWOL RAMP tqt MA%
DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS
4BP1 MA%
3.
APPROVED PRODUCT LIST NUMBER 72.
SLOPING SIDES OF CURB RAMP MAY BE RENEWED MONOLITHIOALLY WITH RAP
FLOOR OR BY USING PERMEABLE CONSTRUCTION JOINT WITH SECURED BARS.
p
4.
REQUIRED BANS ME TO BE W.5 E e" PLACED 1'CENTER TO CENTER ALONG
Tll.�/TRAMP FLWR,MD-0EPTH OF RAMP FLOgi MINMUA
SIDE
No
COFF
COVER
TOI
5.
ROADWAY CURB / CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB
TYPE A
RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
PERPENDICULAR
6.
CURB RAWS ME REQUIRED FOR SDEWAKS MO BHMEO USE PATHS. THE WIDTH OF
ARE
CONJUNCTION WITH"A SOURED USEEPRTI THE MINNJM WIDTH SHALL THE�MVM
A(A7.
OF THE SHARED USE PAN.
DETECTABLE WMNINCS SHALL EKTEIO THE FULL WETH OF THE�VA�A'S',CURB
RAMP LANCING FLOOR,6. CURB RAMPS WLL BE NSTALLED AD LOCATED WITHIN PEDESTRIAN CROSSWALKS
Tm
AS SHOWN ON FINE OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD
NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES. FIRE HYDRANTS,DROP
INLETS, ETC.
TYPE B
B.
RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTORS PROVIDED THAT
PARALLEL
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CR055WXK AND
THAT THE SLOPE AT THE CONNECTOR[ OF THE CURB OPENING IsPERPENDICULAR
TO THE CURB.
10.
DETECTABLE AG SURFA
CE AACE PANELS SHALL BE INSTALLED FLUSH WITH
h p1
T21 RIM
11.
THE BACK I CURB.
WHERE CUM RAMPS INTERSECT A RMIA SECTIONOF CURB AT ENTRANCES
OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHAL HAVE
AT\ IS1 M +M y m
5MN X Xv
'
A FACTORY RADIUS CUT BE IFELD-MOORIED AS RECOMMENDED BY THE
Y
MANUFACTURER TO MATCH THE BACK OF CURB, SEE GG-12-INS PAGES 204.05
AMID 204.07 FOR METHODS Of INSTALLING DETECTABLE WARNINGS ON A RADUS.
,,F,N
4 AT X T' HIGHER THAN
EDGE OF PAVEMENT
AT XX , SAE AS TOP OF CURB
TYPE C
PARALLEL & PERPENDICULAR
TRUNCATED DOME
00000
L A O O O O 0 0 0 O O O O
LAO o 0 0 0 O O O O O O O 77
ENDING RAMP U 00000000000 0000
a
+ O O O O O O O O O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TO0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
X DIAMETER 000000000000000
DETECTABLE WHINING Ni
AT BACK Of CURB "-1Y
SEE xoTE tt. BASE gAMETER VMIMLE FULL WROTH - RMP FLOOR
PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
�VCX]T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION
ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE R"`"`""
SHEET t OF 5 REVISION DATE (GENERAL NOTES) 1O5
04/DEB 502
20601 VIRGINIA DEPARTMENT OF TRANSPORTATION 504
PROPOSED
STEEL
HANDRAIL
c.
MIN.
42"
o SITE
RAIL
A.
Q
PAVEME
x
Q
TW \#57 STONE
o
BACKFILL
(FULL HEIGHT)
11
I
2" CLR
LEEa
"MIT BARS
(VERT)
O
4@10"
(HORIZ)
F-
w
LEE
A.
P
.
0
"0" BARS
(DOWELS)
�llilll��ll�lll�ll'
"D" BARS
SEE DIET "A"
z
2„ CL
o .
"PAT BARS
"L" BARS
I
17
N
CONT
A
O
_F
T'KL
'I....
3" CLR
„I 10„ „T„
A
3
0
0
LL
3" CLR
CONCRETE RETAINING WALL
NOT TO SCALE
2" SM-9.5
SURFACE COURSE
3" BM-25
INTERMEDIATE COURSE
5 21 A
BASF COURSE
COMPACTED
SUBGRADE
ASPHALT PAVING - DRIVE AISLES
NO SCALE
2" SM-9.5
SURFACE COURSE
8 21-A \ / // / / % \
BACOMPOACTED %�/�\/�//\/%�/�/��/
SUBGRADE /
ASPHALT PAVING - PARKING SPACES
NO SCALE
PROPOSED 1" SM-
OVERLAY
EXISTING
PAVEMENT
EX. STONE
SUBBASE
ASPHALT PAVING - MILL/OVERLAY
NO SCALE
MIN, 12'x2O' CONCRETE DUMPSTER PAD
& BUILDING APRON
7" THICK - 3000 PSI CONCRETE
4 .
�6" COMPACTED 21B STONE BASE
CONCRETE APRON DETAIL
NO SCALE
RETAINING WALL SCHEDULE
DIMENSIONS
REINFORCING
Hw
"B"
"C"
"W"
"D" BARS
"L" BARS
"M" BARS
"O" BARS
"P" BARS
0'-0" - 4'-0'0'-6"
0'-9"
2'-1"
#4 @ 18"
1 (6) - #4
------
k#4 @ 18"
1 #4 @ 18"
1. CONIC: 3000 PSI @ 28 DAYS
2. REINF: GRADE 60
3. MAX SOIL BEARING PRESSURE = 2000 PSF (ASSUMED)
4. PROVIDE WALL CONTROL JOINTS @ 20'-0" MAX
3/4"
JOINT
SEALANT
N " 1" BACKER
ROD
DET "A"
SEE DETAIL "B"
16 GA. GALV. SHEET
STL. COATED TO
PREVENT BOND. WIRI CUT ALTERNATE HORIZ
TIES @ EACH BARS AT JOINT
HORIZ. BAR.
r V 1 1
EARTH FACE
WALL CONTROL JOINT
GENERAL NOTES:
L THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
2, DETECTABLE WANING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST)
WITH SUP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAID FLOOR BY 2 FOOT N LENGTH IN TIE DRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATTER& WITH THIS TRUNCATED DOLES DETECTABLE
WANING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A
3, SLOPING SIDES OF WIND RAP MY BE POURED MONOLNHGALLY WITH RAMP PERPENDICULAR
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JONF WITH REWIRED BANS.
4. F RAP FLOOR IS PRECAST. HOLES MUST BE PR ADDED FOR DOWEL BANS SO
THAT ,AOJO LEARNED SIDES CAN BE OAST N PLACE AFTER PLACEMENT OF
RPRREECAASSTT RAMP FLOOR PRECAST CWLRETE SMALL BE CLASS M4. yN
a' NE
BOTUIREDH SEEBARS
OF ARETO
RAAMPEMOORE �-0EPTH PLANCOF R� Fi OTOOR. CENTER
E "�
CONCRETE COVER I/L" 12-t MM
B. CUB / CLUB AND CLEVER SLOPE TRAMITIONi ADJACENT TO CURB RAMPS
ME NWWED IN PAYMENT FOR CURB / CURD ANDWTTER. TYPE B
T. CUB RAPS ME TO M LOCATED AS SHOWN ON THE PLANS M AS DIRECTED PARALLEL
BY TIE ENGINEER, THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACF,ESSIWE ROUTE WITHAL THE RIGHT OF WAY OF A HIGHWAY FAULTY
CROSSES A CURB REGMOLESS OF WHETHER SCREW" 6 EINTINC PROPOSED
OR NONEIGSTEM, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS '
AS SHOWN ON ELMS OR AS DIRECTED BY THE ENGINEER AND SHOULD HOT
BE LOCATED BEHIND VEHICLE STOP LEES USTNG MFff SBLL POUFSFINE
HYDRANTS, DROP INLETS. ETC. ACCESROUTES PROVIDE A OONINUOUS 12 S•�
INOBSTRUCTEO STABLE FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELWms OF A FALIHTY THAT CAN BE APPROACHED, ENTERED
AND USED BY PEDESTRIANS. 5
BE PNPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' WIN AT :E 2" HIGHER THAN
THE CURB OPENING 6 PLACED WITIN THE LIMITS OF TIE CROSSWALK AND EDGE OF PAVEMENT
THAT THE SLOPE AT THE CONNECTION I THE CLITB OPENING IS
PETPENdCWR TO THE CURB. AT XX SAE AS TOP OF CUB
B. YPI COINCRETE 510[11IILK 15 4" 7HCNR�K$. WHEN. TIE E TRANCE RIDICMNOT TYPE C
MAE REFER TO SN'T CARD CG-U COMMEHC�MT P EA EN[A yr K PARALLEL & PERPENDICULAR
TRUCK RATTC) ISO fl CO ETE DRI
p' THE WINNOW WOAD SKIN" BE THE WIDTH OFF THE SHARED WE �HPATH.
LP' - 2.4" TRUNCATED DOME
C-c 0 0
00 0000o00ov
o v o 0 0 0 0 0 0 0 0 0 0
M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0=
N d Y O O O O 0 0 IS0 O 0 0 0 0 O 0 m
0 0 0 0 O O O O O O O O 0 0 O 0 O
0 2" u
SEA - 657.. OF BASE DIAMETER 0 0 c 0 0 0 0 c 0 0 0
HER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VARIABLE
BASE dANETER 4'MMMUM
TRUNCATED DOME PAY LIMITS
DETAIL DETECTABLEE
WARNING
DETAIL
SHEET 1 DEAN
CG-12 DETECTABLE WARNING SURFACE
REV 7/0 GENERAL NOTES ID
20.1.05 VERUTM DEPARTENT OF TRANSPORTATION
2016 HOAYD a BRIdGE STIINDAROH
.MUCfLR TFAP£L IRE ASBNAUT BEAR. NMINNO
E"
;a p"IE,N »n N .1
TALK C AT "
CMSTRUCTIONEJOIM EYSFNO RSPXNT IAYMfi tP(MSm A9MILT LAYERS
51®ASE PRONI4L 91®A£
------(DESIRE
------
G ACEUA A.SRAE
CONSTRUCTION JOINT DETAIL
® REMOVE EMISTINC ASPHALT LAYERS TO EXISTING RFH.ANS AND RENIGE NTH PROPOSED ASPHALTMNNC LAYERS
®P OPOSE] MNNTU , E, NTH THUS ACUPHNT SURFACE GDRST SELF LATHE 5)
A MINI OEMEVM WILES. CRC IN. EAT AS ECESSNn TO MAT THE FULL THICKNESS RF SAVE. KPHNT LAVEPS
NOTES:
1, PSNiALT E A PAVEMENT ONESPAN ANS AT AFFNINKIRE By THE
2, THE PAVEMENTUOEscN FEN RMLT NANDI WINDOW mNLNNEE - -J EFTES 6 THE LAYERS OF DEMISING PAYEIENTEEz.
wNEGR E DRANALE OF THE EXISTING Np PPDgiEC FTC T P L _-' nE P4.....
O. A PAN AMA OF THREE COPE] sn4L BE TUEN NOxG THE E T I- EL LAVE TO CETERLE THE TYPE ARE THICKNESS OF EXI57M
PAVEMENT LAYERS- THESE CONES SHALL BE SENSED NO w E T
-3µm 1RH IH KLHNT SURFACE CONSIST TO uPrcx THE
EEAEMET DNINURACORSEUBI AN El. THE E__
maOJDG"VNiEE"SFCEC".
5. THE SPINET' MAY REOURE THE LL1WC DEPTH OF THE EXI5: EAVENEM T_' __ .... TO ARIEVE AR AtCETTADLE PAVEMENT CROSSSLOPE
TIF'TIED
PROEFFECTIJE SHRIKE ORANA4C
T. EXETND PA.ENENT MARKINGS AND MANNO,e MN_ THE PRDACT R."L E _ ,VD HAIR TO THE AMEN L OF THE wDXIEE.,
A N
7. FINTRANOYERSE YEACENT UPITL 5
LOCATIONS N1 5HeE
ATMS 6 AUCTION 315 OF THE
E6TEM' D ARA D HART STRNGHTE'.E '.. _ I ATH THE KNE P
SPECIFICATICHS.
�VOOT
SHE ON
RpA➢ µOP WIIL4E sTAV)IADS
ASPHALT PAVEMENT WIDENING
FOR WIDENING SUBJECT TO TRAFFIC
VRMMA DEPAPIXIENT OF TRYSFDRTAI%MI
SHEET H DE M
RERSIDx DATE
sts
EONS Hood a BINocE sTANoazos
NOTE: CONCRETE (VARIABLE WIDTH)
SHALL BE 3000 Psi (5' MIN.)
AT 28 DAYS OR
STRONGER. 4" CONC.�
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
3/8" PRE -MOLDED
EXPANSION JOINT \
MATERIAL WHEN
ADJACENT TO CURB
'---o--: V_ V
TYPICAL SECTION CLASS A3 CONCRETE (3000 PSI
AT 28 DAYS, OR STRONGER)
CURB and SIDEWALK NO. 8 OR NO. 57 AGGREGATE
COMPACTED SUBGRADE
SCALE: NONE GRADED AND THOROUGHLY
NOTES: 1) CONTRACTION JOINTS TO BE AT 6' 0. C. COMPACTED SUBGRADE
2) EXPANSION JOINTS TO BE AT ALL CHANGES
IN DIRECTION AND AT 30' O.C. MAXIMUM.
IE CONCRETE TO E CLASS TO P CAST IN PLACE,
AOM PSI IF PRECAST.
3. COMBINATION qMB R GOTTEN HAVING A ROBUST
OF BOB TEST OR LESS (SLANSURE)
G FACE OF CE) SHALL
E PID
4VT1N FOR
AS RNIIK COMBINATION CURB R
4. FOR USE WITH STAHLIIID OPEN -GRADED
DRWAOE _: rE a0n0M OF THE CURB
TO G III BE CONSTRUCTED PASFLLEL
To TIE a sueBASE COURSES
NO TO THE DEPTH M THE PAVEMENT.
S. K. MI9E WTEMA FOR THE USE OF
CG-B B BASED ON naawnr CLlS51E1LAn011
AN
O E5GN SHED AS e1pWN AN .W:ENOx A
R CP THE MOT ROAD OESEN MNIIIIL
. P. I
IA
' • M
6 N > C. N,
A
THsTMFw WY E CMETE
AT E OPTION N THE CONTRACTS
"
mw
COMBINATION 6" CURB & e
GUTTER I
VIRGINIAVIRGINIAEPMTMENr E IRN�BTATYAI EY. wo
•• AID' RADA
0
R
FEE - -
NOTE
.Gi
i..6..a
I I WYAE
NOTES
LOSS ITw MAY E RECAST OR CST In NNE.
2. W40PE TO S AS SAFE N PLNY,
NOES P51 F E CLASS
MEGA T,
1 AVMG A WNSI OF 310 FEET.OR A5 1LNGgR0 OF WISEE PFOR WGMW
FACE M M 11E DEPTH E "a WAYBEREDUCEDBEREDUCEDM" AS 3• AS M
Ln ME t FT EWA AAM4 E MP Iu`CON�Ow%TMICTIIRE
01HFRNSE THE DEPTH 6 TO BE W AS SE AN ADJUSTMENTSADJUSTMENTNO EINT
M THE RICE SO S TO E MADE FOR A DECEASE OR M
INCREASE IN DEPRE
51 EgRBE TT E IEID dM BOND
A NOTES
AP AS
o A a`ME HOOT MANA.
STANDARD 8" CURB
YfOLA EP.YRRIFNT E TRMMMTAT
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 COMPACTION BEFORE BASE IS PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I,
II, OR III 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 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 COMPACTION 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 TRANSPORTATION
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 TRANSPORTATION 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 SATISFACTION OF THE ENGINEER.
3. 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 VEGETATION 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
CONDITIONS INDICATE.
3. 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 TRANSPORTATION
SPECIFICATIONS 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.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS:
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT
ACCURATELY REFLECT THE REQUIREMENTS OF THE 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 SPECIFICATIONS AND
STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. 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 III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
SCOTI CT,` INS'zI
Lie. No. 035791,a
8/01/21 IV
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JOB NO.
112066
SCALE
3.11= 20'
SHEET NO.
6