HomeMy WebLinkAboutSDP201900061 Plan - Revision 2019-10-29I.F.
= IRON FOUND
I.S.
= IRON SET
N.F.
= NAIL FOUND
PP =
POWER POLE
WM
= WATER METER
WV =
WATER VALVE
FH =
FIRE HYDRANT
TV =
TV PEDESTAL
TP =
TELEPHONE PEDESTAL
MH
= MANHOLE
LP =
LIGHT POLE
PANTOPS SHOPPING CENTER
SITE PLAN AMENDMENT
TO SITE PLAN SDP-1998-118
TMP 78-17A
SHEET INDEX
PP TITLE SHEET
WM N COVER & LETTER OF REVISION SUMMARY 1
N 27'34'p2I to EXISTING CONDITIONS & DEMOLITION PLAN 2
D E — — SITE PLAN 3
0
�-� — — — — PP NOTES AND DETAILS 4
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MHO ---- _256'84� PP
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ROSES STORE
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VICINITY MAP LVH (C))��
",7,=2A 78-28378-3 78-4 78-5G 78-5F 78-5B 78-5A �fJ
SCOTT R. COLLINS�
78-17A1 No. 35791 112�:'
78-17A 78-17B 78-17D6 78-17D1 78-17F2 O��S
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LOR #2 (SDP-1998-118) \\u \ \ \ \ °O' /gyp/ 7� \ SF� \ 7772601 B+
ADD LOADING DOCK & RAMP % Nc 7
TO EXISTING / S
\\ FS�� \\ T Tom+ ! 78-15C8 78-15C2
LOR #1 SDP-1998-118 / \-77
E 77-41
LOADING DOCK, RAMP, Q. / \��� \\\\ I �'D \ oMH bI V l� N.- 78-15c9
CANOPY FOR ROSES N•F. \\ �36, �� \ --—_1(-1N-- r� --•�,�
BUILDING \\ ?� \\\ \\\ / I CURB
2°' \ P P �'
TMP 78-17G2 \\\�LgTc`,,Q \\ 7sr00 p i S 7 45 00' E leo"A '�` 78-20
\ C/ \ Q I Any determination of topography or contours, or any depiction of physical improvements, property lines or boundaries is for general information only and shall not be used for the design, modification, or construction of improvements to real property or for flood plain detern
Map elements may scale larger than GIS data measured in the map or as provided on the data download page due to the projection used. Map Projection: WGS84 Web Mercator (Auxiliary Sphere) (EPSG 3857)
VO / LOR #3 (SDP-1998-118), \ F V I
oc•�� \\\\ ADD FIVE LIGHT POLES \\ FSM� \ I PP I.F.
�Q9 , , \\ AND FIXTURES \\ ( ( w GENERAL NOTES
�p / // \ /� Q\\ N.F. \ \\ 1 11
/ OWNER/DEVELOPER: PANTOPS SHOPPING CENTER, LLC ENGINEER: COLLINS ENGINEERING
P.O. BOX 5526 200 GARRETT ST, SUITE K
00 CHARLOTTESVILLE, VA 22905 CHARLOTTESVILLE, VA 22902
(434) 293-3719
TAX MAP NO.: 07800-00-00-017DO DB 2870 PG 643
\ \ \ \ \ \ \ 1 11 I.F. TMP 78-17 B TOTAL PROJECT AREA: 12.07 ACRES TOTAL SITE (PROJECT AREA = 7,590 AC)
DI , \ ZONING: PLANNED DEVELOPMENT SHOPPING CENTER
Cn
vvI
OR #3 (SDP-1998-118) \ 1 Mo \ \ rn SURVEY: SURVEY PROVIDED BY ROUDABUSH &GALE DATED OCTOBER 8, 2015.
ADD FIVE LIGHT POLES �v v o
AND FIXTURES 11 v I DATUM: NAD83, NAVD 88
Ui
DI \ \ O I I I m EXISTING TERRAIN: PAVED COMMERCIAL SHOPPING CENTER
7S A LOR #3 (SDP-1998-118) F. \ (� 1 1 II p PROPOSED: ADDITION TO EXISTING LAZY PARROT RESTAURANT, CONCRETE PATIO AREA, AND PARKING
ADD FIVE LIGHT POLES �/ � 1 1111 CAMODIFICATIONS
MH ° \ AND FIXTURES 1 1
PP 1 WATER SUPPLY PROTECTION AREA: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
I
° MH \� \ WM LP Q O�� \ II I� W M S WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN
�6�6�6'' \\ \ \\ 7�00, OQ� ] 0 \� LOR #3 (SDP-1998-118) IIX IN I , —» DENSITY: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
F \ \ `.7, METER
ADD FIVE LIGHT POLES 1 DI S 1 15 Ogg W
\
LOR #1 (SDP-1997-136) I \„ AND FIXTURES 1 I GREENWAY DEDICATION: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
\ C8 \ V9j DECK FOR OUTDOOR \ 11 I
\. \ MH RESTAURANT SEATING I II BUILDING HEIGHTS: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
TV \ / ° \� ?� \ 1 TMP 78-17D6
SETBACKS: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
LOR #3 (SDP-1998-118)
\ u' \ \ • \ 1 SUBDIVISION STREETS: CURB &GUTTER
ADD FIVE LIGHT POLES
\ \ � � \ ��• � oDl AND FIXTURES \
\ y \ 7 A' UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER
AGRICULTURAL/ FORESTAL DISTRICT: NONE
\ I.S. �\ C,� C 1
LIGHTING: EXISTING LIGHTING TO REMAIN
7� /�O TMP 78-17D5
�\ <\ �S, C \ FLAG LANDSCAPING: NONE PROPOSED
POLE
TRASH RECEPTACLES: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
LOR #2 (SDP-1997-136)
INSTALLATION OF A '82.
MOBILE GENERATOR \ PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE.
SITE PLAN LETTER OF REVISION SUMMARY PARKING: EXISTING PARKING REDUCED BY 8 SPACES
LETTER OF REVISION #1 \ \\� \\ O of
SDP-1997-136 STREAM BUFFERS/FLOODPLAIN: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
FEBRUARY 11, 2003 \ \ \ \\ LP
• Construct a deck for outdoor seating at Sweetbones \\ \� \ 0 BOXER RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN
Restaurant at Pantops per revised site plan dated February \ \ \\ \� TMP 78-17D4
11, 2003. 0 MH \ \ \ \ \ RECREATION: NOT APPLICABLE WITH THIS SITE PLAN AMENDMENT
\ \ \
\ cz N• • EXISTING PROPOSED
LETTER OF REVISION #1 \ \ \\ \ LAND AREA: IMPERVIOUS AREAS: 7,438 SF (98.0%) 7,297 SF (96.1%)
SDP-1998-118 \ \ \ PROPOSED LIMITS OF \
\ x IN PERVIOUS AREAS (PARKING ISLAND): 152 SF (2.0%) 293 SF (3.9%)
PARCEL 78-17G2 \ DISTURBANCE = 7,590 SF DI
FEBRUARY 22, 2005 \ \\ \\ \\ / \
• Construction of a loading space and canopy per plan dated \ \ / IMPERVIOUS AREAS (WITHIN LIMITS OF PROJECT AREA): EXISTING PROPOSED
x IN
10, February, 2005 by Shank and Gray Architects \ \ \\ / 2° wax BUILDING/SIDEWALK/PATIO: 1,262 SF 3,202 SF
• Loading dock with a ramp on the east side of the building, \\\ MH\ \\ <\ o �ry �. PARKING & CIRCULATION: 6,176 SF 4,095 SF
a canopy change to north side as additional building o \\� \ \\ 8 TOTAL: 7,438 SF 7,297 SF
entrance (20' from north elevation). NOTES: / \ \ \ o
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL \ \ Mo. s y'
UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF \ WV \\ \ \ 2O , ' PAVED PARKING AND CIRCULATION AREA: 4,095 SF
LETTER OF REVISION #2 CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER °7 • \ \ \\ S' x'
SDP-1997-136 IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM FH \ \ \� I.P. CRITICAL SLOPES: NO STEEP SLOPES ARE WITHIN THE LIMITS OF THE PROJECT AREA.
PARCEL 78-17D THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A
CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN
MARCH 15, 2005 \ \ z
• Revision of the installation of a mobile generator next to ON THE PLANS. \ ti� BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE WITHIN THE LIMITS
Food Lion THE CONTRACTOR MUST LOCATE ALL SURFACE AND \\ \� cy OF THE PROJECT AREA.
LETTER OF REVISION #2
SUB —SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. \\ \� RIVA N N A MAGISTERIAL DISTRICT STORMWATER MANAGEMENT: LIMITS OF DISTURBANCE = 7,590 SF. DISTURBANCE DOES NOT EXCEED 10,000 SF.
\ \
SDP-1998-118 ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE \ I Lo %�. TMP 78-17D3 APPROVALS DATE
PARCEL 78-17G2 VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS PARKING CALCULATIONS:
DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT \ ALBE MARLE COUNTY VI RGI N IA DEPARTMENT OF COMMUNITY DEVELOPMENT
THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED
AUGUST 16, 2006 �'Ijl \ �� / PARKING REQUIRED: 851 SPACES
• Construction of a loading dock and ramp to existing Dollar \ ��� \\ \ /� ` I.S. EXISTING PARKING: 971 SPACES PLANNER/ZONING
DIRECTIONAT THE
Tree loading dock and ramp (from LOR #1 SDP-1998-118) S DEWALK DOINSPECTOR. N THAT IS CURRENTLY DAMAGED AND NE
ED ED EXISTING OF ENGINEER
\ S h \\ GRAPHIC SCALE
� � \ \ � _ TOTAL EXCESS PARKING: 120 SPACES
REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS R�k� �1'aj \ I.S. INSPECTIONS
SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. \ ��' \ - — 50 0 zs 50 100 200 ARB
LETTER OF REVISION #3 \ PROPOSED PARKING REDUCTION: 8 SPACES
SDP-1998-118 IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF \ \\ ` DEPARTMENT OF FIRE RESCUE
PARCEL 78-17D THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD TOTAL PROPOSED PARKING: 963 SPACES ALBEMARLE COUNTY SERVICE AUTHORITY
AUGUST 15, 2012 IF NEEDED. og I.F. ( 1N FEET TOTAL EXCESS PARKING: 112 SPACES VIRGINIA DEPARMENT OF TRANSPORTATION
)
• Add five light poles and light fixtures per drawing #19463A ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT 1 inch = 50 ft. HEALTH DEPARTMENT
(Food Lion Store #253 Lighting Project) WITH THE MUTCD.
TMP
78-17D
TMP FOOD LION
78-17G.
ROSES / �s
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EXISTING
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I.S.
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PROPOSED LIMITS OF O BOX
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MILL/OVERLAY AREA
PROPOSED LIMITS OF
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PROPOSED FENCE ENCLOSING
PATIO AREA _
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PROPOSED CONC.
\\, RAMP FOR ADA ACCESS
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SHEET NO.
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2" SM-9.�
SURFACE COURS
3" FM-2C
NTERMEDIATE CC
5" 21
BASE COURS
COMPACTE
SUBGRAD
ASPHALT PAVING
NO SCALE
- DRIVE AISLES
2" SM-9.5
SURFACE COURSE
BASE COURSE COMPACTED
SUBGRADE
ASPHALT PAVING - PARKING SPACES
NO SCALE
PROPOSED 1" SM-9.5
OVERLAY
EXISTING
PAVEMENT
ES U X. NE
B AOS E
COMPACTED
SUBGRADE
ASPHALT PAVING - MILL/OVERLAY
NO SCALE
GENERAL NOTES:
1. THE DETECTIBLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAID FLOOR BY 2 FOOT N LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4, IF RAF FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO.5 X B" PLACED T CENTER TO CENTER ALONG
BOTH SIDESRETECOVER OF THE RAMP FLOOR. MD -DEPTH OF RAMP FLOOR. MINIMUM
II
5. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER.
7- CURB RAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTK)NS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CRDSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRGSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER AND SHOULD NOT
FEE
HHYYDLOCATED RANTS, DROP INLE SND , ETC. LE SACCESSIBLL ROUTES PROVIDE A TOP LINES EXISTING LIGHf S6ONTNIOUS
UNOBSTRUCTED STABLE, FIRM MD SLIP RESISTANT PATH CONECTING ALL
ACCESSIBLE ELEMENTS tX A FACILITY THAT CAN BE MPROACFim, ENTERED
AND USED BY PEDESTRIANS.
B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICUU�LLAAER TO THRETE E
E��CURB. g1�F�ALK IS 4" �EIN �$ yENL g /�y� /�y
9. TRAF REFQR 0 STNw1DM CG-13 COMM EbERCCIAL CPA D F%V TRUCK
VY
TRUCK tRAFICI FOR CONCRETE I HH. �FIIN
CG-12
L-
FNoN
12�
12:1 MAX_
TYPE B
PARALLEL
4
5'
21 AT 2" HIGHER THMR
R EDG bF PAVEMENT
AT JK)K , SAME AS TOP OF CURB
TYPE C
PARALLEL & PERPENDICULAR
10, WEMCURBRMPS USED INNJUHHASHUW USE PATH,
IWSHALL CONJUNCTION
SHARED1=TRLPICATED8" - 24" TRUNCATED DOME
O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0=+000 00000001e�0,2" 000 0000000�50X - 55X OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0IAMI Ulm
ILK0000000000
1.4" YAPoABUM
BASE DIAMETER 4' MINIMUM.
TRUNCATED DOME PAY UNITSDETECTABLE
WARNING
DETAIL
DETAIL
SHEET 1 OF 4
CG-12 DETECTABLE WARNING SURFACE
REV 7/05 GENERAL NOTES n1'01'2
203.05 VRGHA DEPARTMENT OF TRANSPORTATION
2016 ROAD d BRIDGE STANDARDS
.2
nh-A�EvT TR-EL LnHE ASPHALT rEMEHT A1--ENI4G
EDGE CF EXISING PAVEMENT
.a� NETEi INEu In FIELuI
TACT CCAT THE 'RO'OSEC
CUNN T14T :TICH JUINT - EZISTI , AUHIT LAIFIR GR9r:C ER AS HIT LAYER';
Exl'-.TINE; S!lJUdSE V'�t(iH JSEU SN-+U aSE
----------------------
CONSTRUCTION JOINT DETAIL
u ENCVE EMSTIKU rS'Ha T LAYERS' T3 EKINTIN! SI.3NASE :N) IZEPL.i;E 'MTH-'HUVCYEC Ll F'H=LT MVENIN� La"EI45
® PkCPCSE3 NINIKILU 1'%1 INCH THICK ASPHALT SURFACE _GL-SE (SEE NCTE '_)
LgNlu uH� '2 IvCHE_.Ok �PE,,TER ks TO npuT THE F,LL THI':NNE'.i 'SF E-I=Tln:; i,,",H�LT LAYER^
A.5 "ETERNIINEE D' CCRES ISEE NGTE 3.
NOTES:
- H LT C E E 7 'I'E 1 --HALL HA E E ENT 'EllC •-E KITH - E T+F T ...EON.+E- lNr, HE r.PF'E THEE HINEEH_
2 THE -E.ENT LE 111 FL H LT -' E E T MuENIN H-LL BEET 1. E --EEL THE VE-TH-: Na :u, T E, YF THE L YE:� JF E I-TI ,; EVENT,
AJP.MIHF•CE CHAIN E 7F THE E I Illy, HP PHl PU .E - EHENT : H LL E V,-RES, Ef IN THE P EVENT nE.lIC 1
A a VIYIMI,V F TH1EE "UNE H LL ELLATEN ALC CF THE TI A;EL L.E TJ LETEItWINE THE FINE .n THI.:KVENC JF EILTIH':
(HEMPPETTH F ETAI'EVT
nwEI.1EnT L. EF5 THESE .CPE- ,H v ry r FT
A. THE +L:Jri;E1VT TIENT LAVE NH;LL LE MILLED A UINIIJLV �,
OF I4l;HEN INC' ItEPLII;EU KITH -h �N-'HALT :;L tF 4_E i;r'UIt!;E T� UATi;H THE
�Ron:ISEc R:��;EME NT K�INE�IIN; 47_RF.LTE �GNPSE, JNLE:S w,y+ErK RN THE ENI:I4EER_
wAI+E
�. THE EN+. NEEN I.U." ItECUINE THE HILLIVI: L'ENTH OF THE EMNTIN;; P-EJE4T TO HE ALIJJSTE� TU .I;HIE;E h4 "� EPTIOINE -VEMENT CROSS-SLUVE
P h EFFECTI E u F CE D P I4 E
FlV L TRAY E E 'EMErT TIE IA SH=LL CDHFD-IA TD THE RECVI EEAENT F _E TCN 1 OF THE 5 E IFI ATCN E CEPT TH?T ALL .I?ANTS
aT TIE -In L.. TNN-i :H°LL JE TEN TE, I.iINC - k- FCL`T-iT-'Al,HTE.CE IN x.�. ���NCE LY NTH THE <EJVINENE`IT vF JELT41N 015 OF THE
WEf.IFICATI N' .
lvo,E
SPECIE ICATCN
=;:rn ME HH1nsL :.T.wr.�Hrs
ASPHALT PAVEMENT WIDENING
FOR WIDENING SVDJL�T TQ TRAFFIC
1111,1A DE.TuEnT OF 7rFcnzTaT14N
REFERENCE
HEET of I
RE&.,m D,TE
315
201E ROAD d BRIDGE STANDARDS
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
6' MIN. ADJ. TO PARKING
4
EXPANSION JOINT
MATERIAL WHEN 1/4" PER 1'
ADJACENT TO CURB
T
4
IIIIIIIIIIIIIII1RI I I II I I
iIIIIIIIIIIIII��
PRE ECT WHEN
J ADJACENT TO
ACE OF BLDG.
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' O.C. COMPACTED SUBGRADE
2) EXPANSION JOINTS TO BE AT ALL CHANGES
IN DIRECTION AND AT 30' O.C. MAXIMUM.
NOTES:
L THIS REM MAY BE PRECAST OR CAST N PLACE
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
40M PSI IF PRECAST.
3. COMBINATION CURB " GUTTER HAVING A RADIUS
OF 300 FEET OR LEM LALONG FACE OF CURBD SNAIL.
BE PAID FOR AS RADIAL COMBINATION CURB g
GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LOAYER, TfIE BOTTOM OF THE CI1R6
MD CUTTER 9tl�L BE CONSTRUCTED PARALLEL
TO TFf SL PE SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF
CG-B IS BASED ON ROADWAY CLASSIFICATION
R AND DESIGN SPEED AS SHOWN IN APPENDIX A
OF THE VDOT ROAD DESIGN MANUAL
i
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
EL PARALLTO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF7'
IS MAINTAINED.
T145 AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
m
COMBINATION 6" CURB & GUTTER
REV. B/OB
VIRGINIA DEPARTMENT OF TRANSPORTATION 201.0.7
CO-2
NOTES:
L THIS REM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS AT IF CAST N PLACE,
40000N0B P51 F PRECAAST• FEET L5
3 F)M C VCURe Na PAID FOR AS' RADIALS OL NO
4. THE DEPTH OF ORB MAY BE REDUCED AS MUCH AS 3"
{1s., DFPTHO oR wCRE/LSFD RICH AS S' I21' OEPTN>
N ORDER THAT THE SOTTO OF CURB ILL fANCCE
MRH THE TOP OF A COUR OF THE P SUBSTRUCTURE.
OTHERWISE THE DEPTH 5 TO BE 11- AS SHOW NO ADJUSTMENT
N THE PACE BID 5 TO BE MADE FOR A DECREASE OR AN
INCREASE IN
OEPTH.
�4•� 2" R 5. C THE
2 IS. IOTSOFF OOi Rp AYS ETN�
=-BME
BEE
NOTE 4
r C' RADIUS
'A -
-A
SURFACE
11r" 'A
MAX. •
BASE
SUBBASE
H�-1T
IFE ION CURBL IS /9L�ERf�I�VVE
SDacATIXI t IRttwwttuu
STANDARD 6" CURB
5p02 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9.' 1
20.01
IDAVFKAFINIT•
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, Q 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 ROADWAY'S
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).
XJH 0
ZCOTT R. COLLINS�I
0 �
C=) No. 35791
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