HomeMy WebLinkAboutSDP201300036 Plan - Submittal (First) 2013-06-11GENERAL
NOTES
OWNER:
04500-00-00-11000
04500— 00— 00-11100
FIRST GOLD LEAF LAND TRUST
P. 0.. BOX 1333
CHARLOTTESVILLE, VA 22902
045-00-00-11OA0
L7 1
RIVER HEIGHTS ASSOCIATES, LTD.
P.O. BOX 5548
CHARLOTTESVILLE, VA 22901
APPLICANT
UNITED LAND CORPORATION
2315 SEMINOLE LANE
CHARLOTTESVILLE, VA 22901
CONTACT- MR. WENDELL WOOD
TELEPHONE. • (434)975—,�J34
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST. SUITE K,
CHARLOTTESVILLE, VA 22902
TELEPHONE. • (434)293-3719
FAX.- (434)293-2813
CONTACT- MR. SCOTT COLLINS, P.E.
EMAIL: scott@collins—engineering.com
TAX MAP NO.:
04500-00-00-11000 (D.B. 1894/ PG.
386)
NOTE.• PARCELS 45-111B AND 45-111A (WHICH ARE WITHIN THE
04500-00-00-11100 (D.B. 1894/ PG.
386)
NORTHTOWN DEVELOPMENT) ARE NOT INCLUDED WITH THIS
04500-00-00-11OA0 (D.B. 1894/ PG.
386)
SITE. PLAN. SEE THE EXISTING CONDITIONS SHEET FOR THE
LOCATION OF THESE PARCELS
AREA:
04500-00-00-11000 — 8.187 ACRES
04500-00-00-11100 — 5.930 ACRES
04500-00-00-11OA0 — 0.740 ACRES
ZONING:
(HC) HIGHWAY COMMERCIAL, (EC) ENTRANCE CORRIDOR
& (AIA) AIRPORT IMPACT AREA
PHASING.
PHASE l — EXISTING BANK AND FUTUIRE COMMERCIAL/RETAIL & OFFICE USES (6.63 ACRES)
PHASE ll — PROPOSED COMMERCIALIRETAIL BUILDING AND FUTURE RETAIL (8.92 ACRES)
SETBACKS:
PUBLIC ROADS.
BUILDING. 30'
PARKING. 10'
RESIDENTIAL ZONING.
BUILDING: 50'
PARKING: 20'
UNDISTURBED BUFFER: 20'
COMMERCIAL ZONING.
BUILDING: ZERO
PARKING: ZERO
BUILDING HEIGHTS:
BUILDING HEIGHT = 28'-10" FROM GROUND ELEVATION TO TOP OF PARAPET WALL.
BUILDING PEAK (FRONT FACADE TREATMENT) = 40'-0" FROM GROUND ELEVATION TO THE TOP
OF THE STRUCTURE.
NOTE.SINCE THE FRONT FACADE IS EXEMPT FROM THE SETBACK PROVISION, THE BUILDING
HEIGHT IS WITHIN THE ALLOWED 35' HEIGHT REQUIREMENT WITHOUT ADDITIONAL SETBACKS
EXISTING/PROPOSED USE PHASE H — EXISTING SITE VACANT PHASE l — PARTIALLY DEVELOPED (EXISTING BANK)
PROPOSED USE: 45,600 SF COMMERCIAL/RETAIL BUILDING ON PHASE ll
SUBDIVISION STREETS:
CURB & GUTTER
WA TERSHED:
THIS SI TE IS NO T LOCA TED IN A RESER VOIR WA TERSHED.
TOPO & SURVEY-
TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR ROUDABUSH, GALE &
ASSOCIATES, FIELD VERIFIED IN SEPTEMBER 2012.
BENCHMARKS:
1. BRICKNAIL AT THE SOUTHEAST T CORNER OF THE DROP INLET (EL. 45Z 79)
2. PAINTED SQUARE LOCATED AT THE NORTHWEST CORNER OF THE DROP INLET (457.44).
J. TOP OF SANITARY SEWER MANHOLE J4 (EL. 429.89)
4. SOUTHEAST CORNER OF CONCRETE SLAB AT PROPANE TANK (EL. 424.27)
DA TUM:
ELEVATIONS ARE BASED ON NAD 83 DA TUM.
EXISTING VEGETATION.
MOSTLY WOODED WITH PREVIOUSLY CLEARED AREAS
CRITICAL SLOPES.
CRITICAL SLOPE IMPACTS WERE PREVIOUSLY APPROVED WITH THE PHASE l
DEVELOPMENT PLAN WITH THE APPROVAL OF SDP-2004-024 AND SDP-2004-045. THIS WAS
APPROVED BY THE PLANNING COMMISSION ON OCTOBER 18TH, 2005jAND THE BOARD OF
ON NOVEMBER 9, 2005. SEE THE CONDITIONS OF APPt?OVAL. FOR THE CIRITICAL
_SUPERVISORS
SLOPE IMPACTS, LOCATED ON THIS COVER SHEET ,;..
FLOODPLAIN/WPO BUFFERS: THERE IS NO 100—YEAR FLOODPLAiIN ON THIS SITE. THE 25' S71?EAM BUFFER IS SHOWN
ON THE PLANS.
ACCESS:
THIS SITE ACCESS FOR PHASE II IS FROM THE PRIVATE TRA VEL WA Y 'THROUGH PHASE I OF THE
DEVELOPMENT WHICH INTERSECTS ROUTE 29 AT THE EXISTING STOP LIGHT.
LIGHTING:
THE SPILL OVER LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND
PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF
(112) FOOT CANDLE.
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 LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF FOOTCANDLE.
SEE THE LIGHTING PLAN FOR THE FINAL LIGHTING PLAN DESIGN AND LUMINAIRE SCHEDULE.
RETAINING WALLS.
REDI—ROCK RETAINING WALL DESIGNS HAVE BEEN INCLUDED WITH THIS SITE PLAN. THIS WALL
SYSTEM IS PROPOSED ALONG THE EXISTING STREAM BUFFER AND ALONG THE PROPERTY
BOUNDARY AS SHOW ON THE CONSTRUCTION PLANS THE RETAINING, WALLS CANNOT DISTURB
THE UNDISTURBED BUFFER FOR A FOOTING OR REINFORCING GRID. IF REQUESTED, DETAILS
WILL BE PROVIDED WITH THE RETAINING WALL BUILDING PERMIT APPLICATION THAT SHOW NO
DISTURBANCE OF THE BUFFER WILL OCCUR.
MECHANICAL/ HVAC EQUIPMENT- ALL HVAC UNITS SHALL BE ROOF MOUNTED.
MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR.
TRASH COLLECTION.
DUMPSTER PROVIDED ON PLAN.
ADJACENT PROPERTY OWNERS. • SEE EXISTING CONDITIONS, SHEET 2.
PHASING:
PHASE 11A — (THIS PLAN) ONE (1) COMMERCIAL/RETAIL BUILDING & PARKING AREA.
PHASE IIB — FUTURE COMMERCIAL/RETAIL BUILDINGS AND PARKING
ADDITIONAL UTILITIES:
WATERLINE AND SANITARY SEWER CONNECTIONS SHALL BE EXTENDED INTO THE PHASE H
PORTION OF THE SITE FOR THE PROPOSED DEVELOPMENT. ALL TIE—IN CONNECTIONS TO
EXISTING UTILITIES ARE LOCATED ON —SITE.
5TORMWA TER MANAGEMENT FACILI TY.• PROPOSED B/D —FILTER SHALL ACCOMMODATE STORMWA TER MANAGEMENT
REQUIREMENTS. SEE WPO PLAN FOR THE STORMWA TER MANAGEMENT DESIGN &
SEE SHEET 8 FOR THE IMPERVIOUS AREA QUANTITIES
BUILDING SUMMARY BY PHASES:
PHASE I BUILDING SUMMARY -
RETAIL USE. 10, 250 SF
BANK USE: 31 090 SF
FOOD USE. 5, 000 SF
OFFICE USE. 65,650 SF
PHASE ll BUILDING SUMMARY.'
RETAIL USE. 45,600 SF
GROSS FLOOR AREA: 129,590 SF
GROSS LEASABLE AREA: 103, 672 SF
PARKING: PARKING REQUIREMENT FOR A SHOPPING CENTER = 4.75 SPACES PER...9000 GROSS LEASABLE
AREA:
PHASE I REQUIREMENTS. 67,192 GLA
REQUIRED SPACES: 320 SPACES
PROVIDED SPACES. 322 SPACES
PHASE ll REQUIREMENTS. • 36,480 GLA
l E P 1 4 P E
PROVIDED SPACES: 0' 8 SPACES
(NOTE. ADDITIONAL PARKING SPACES PROVIDED FOR FUTURE COMMERCIAL/RETAIL BUILDING. A
TOTAL OF 201wo ADDITIONAL PARKING SPACES CAN BE PROVIDED, THEREFORE THE. 208 SPACES
MEET THIS REQUIREMENT.)
MAXIMUM EMPLOYEES. 30 EMPLOYEES AT ONE TIME (PHASE Il RETAIL BUILDING)
BUILDING SEPARATION: BUILDING SEPARATION SHALL BE A MINIMUM OF 10'.
SITE PLAN AMENDMENT
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SHEET LAYOUT
SCALE: 1" = 100'
CURRENT OWNER/DEVELOPER
FIRST GOLD LEAF LAND TRUST
P.O. BOX 1333
CHARLOTTESVILLE, VA 22902
TOTAL PHASE IIA PAVED PARKING &
VEHICULAR CIRCULATION AREA = 121,014 SF
IMPERVIOUS AREAS: PHASE I (EXISTING &c FUTURE):
BUILDING. •
36,287 SF
PA VED:
122,754 SF
PHASE IIA:
BUILDING.
46,492 SF
SIDEWALK:
6,252 SF
PARKING.
35, 771 SF
TRA VEL WA Y.•
85,243 SF
PHASE 11B (FUTURE):
BUILDING:
33, 041 SF
PA VED:
76, 322 SF
TOTAL (EXISTING, PROPOSED & FUTURE):
BUILDING.
115,820 SF (187.)
PA VED
326, 342 SF (509)
,A OPEN:
21 Z 414 SF (32%)
PROJECT ENGINEER
FIRE DEPARTMENT NOTES
1. CONSTRUCTION TYPE IS MASONRY NON—COMBUSTIBLE (ISO CLASS 4, IBC TYPE IIA).
2. KEY BOX IS REQUIRED BY THE FIRE DEPARTMENT THE FIRE DEPARTMENT SHALL
BE CONTACTED DURING CONSTRUCTION TO DETERMINE LOCATION.
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K.
CHARLOTTESVILLE, VIRGINIA, 22902
PHONE: (434) 293-3719
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VICINITY MAP
SCALE: 1" = 2,000'
Sheet List Table - SITE PLAN
Sheet Number
Sheet Title
1
COVER
2
SITE & UTILITY PLAN
3
LANDSCAPING PLAN
3 TOTAL NUMBER OF SHEETS
r
12 ADDITIONAL PARKING SPACES HAVE BEEN INCLUDED WITH
THE �=VELOPMENT OF PHASE IIA. THERE ARE NOW A TOTAL OF
1 208 Pi!RKING SPACES PROPOSED WITHIN PHASE IIA AND 174
SPACES REQUIRED.
Q2 FUT.OE PEDESTRIAN BRIDGE REMOVED FROM THIS SITE PLAN.
LEGEND
ROADS
EXISTING CULVERT
CUL VERT
Q
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC-3A DITCH
6„
DEPTH OF EC-3A DITCH
EC-2 DITCH
g
DEPTH OF EC-2 DITCH
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTliORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
EARTH DITCH
DRIVEWAY CULVERT
+ BENCH MARK
CLEARING LIMITS
-T- VDOT STANDARD STOP SIGN
---------------200--------------- EXISTING CONTOUR
200 PROPOSED CONTOUR
240.55 PROPOSED SPOT ELEVATION
TBC DENOTES TOP/BACK OF CURB
T/B DENOTES TOP OF BOX
Reyudu:e ttgves Qr,t� �; esl on of ae0166 Al i sn allovi aciivhon erit3ca1 pgj
Tnt< critical slopcSwaiverfor N61hEowncenteemsapproveilb sedimthe{indingthatthesuictopplicaliunof
the reyairen?Gn,s of Sticitun 9 --. wenlc itat fgitVar d the purposes of ilte shaptge t}iat otherwise xarvc the Rubiio
healtii,sefcryorwclfare ortf7ni hemativ props lhyiaedevet4Reiwou14snti fyCn.4>c:purposFsazleast co
an egeivdrent deiaree, subieot to the followigg �ondidoiis:
1, In adanion to all otlicr erosion and sediment, eco"I mc0urp tlixt arias. br rtquirecl py-the Watur
Jrrotechon Qrdtnanx, the.applicnnk shaiipro»deero,vion anti sedi r ent eon"01 measures to assure, to
tha satisfaction of the program Autlsorrty, that h ii providing high le+cls afaffectifeiies8 in cstn.w1hng
*ivnoat during construction, Thaso measures shall mcludc, but nit be Jmnted le:
a. A construction schedule. that minimizes the duratiowof fistuftuce (e..g.; phasing:>of.the.
eivaihn and seditnenk �untrui planj:.
b Using hi h effiFiency sediment basins designed to includethe use, of tlocculants,
c lVfatting exposed slopes tls dcterauned appropriate by the FmVam Authority.
d. The ronira tor.ghall have a Responsible i and Disturber( KLIX!) on Ott sitc,througEiout the
pericc[ during which the site is unilerccnstruchon The ALW 5hallmaintain a dully erosion
and sediment control inspcctlen logdenicnsirnung that erosion and sedunentcont0 ni-sdres
:Are being closely monitored and dofic[aitun.a ary being quickly repaltcd. The nD" shall
assurgthatallcgntralmensures beingmaintaingri!noplintatoorAtion.Thelogshrillbe
made avatlablelor inspection by the 1'rcgram Authority at any tiinc dating regular busiifess
liflni5.
e. If detcrminod to be necessary by,lhcTrograin Authority, tha.suraty requixW by Albemarle
County. CodeSection, l72QTshall include anamountdetenvinedbythePriigratnt%ga rity.tts.
he reasonablyrtecessary; to.take correetivb aetiuq lgicpdir errgtote,dtzwnstfeam pTapereies.
dnma$ed during constriction by ntnoff orscdiiiunt
2., In addshon to. all other Storm .water niaragemenS re0.uiretrionts Dias may be required by the. Water.
l?rctucuon gtdinsneu;
a The storttiwater mana�erirnt plait shsll m"[ode additign d mcasurrs.detenui,iecl by the ('roWam.
authority to 65 nxc5sary to grace to capture, to the tnaxhnuia,xtent pracdcai; the runofffrom:
the site; both during and aftar.consicusMion.
b', Thestarutwaterrnanagesnentp[attshnlline[udairicasure topreictikibthnfuilastoxtertiligsAilu,
damaging, e9nditio4s to dawnsueam piopu es altd recelying watcrways from occurring as a.
result of the dovciopment of the sne both during and after eonstiitehon
y: [n ordtrto alluw the Nrngtam Authony to developdpPropnatc tncAsurgxig salisfp pp.ragrtiFhs (a)
and 61' of this condition the appliceat slim! stlLmit data dcmonstrating the peak flow of t olT
fruai rite site acid tha. pack flow _of runoff coniiog'onto the=s ta. [Al ernO14 Courts Codes
Sectiopaa? 3f, 1.7-3I4(I))I
3, in.thcplandiuingconsu�ctionthesequcneofihestormt+ainrmanagem..enEeddrexst}sthasviltclunta
fiver of the stream flow,. iPpny,'
Q. Inconienctionwlth.the.6nn!siteptan,stuficicntLandscapingandscre nmgshall.tieproyhiti'oWM—
tsdlat enCresillentldl pioperlCes from cress pfilistirrbed crlt(citl slopes, and
S. All of the other cdnditions reeorritnended GysiAff.
SCOT R. COLLINSZ
O Lic No. 035791,E
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NOTES:
1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS FOR PAVEMENT AND CONCRETE CURBING WITH THE
EXTENSION OF THE ACCESS ROAD TO PHASE 11. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY
DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER.
2. CONTRACTOR SHALL VERIFY PAVEMENT ELEVATIONS AT THE SANITARY SEWER MANHOLES TO ENSURE THAT
MANHOLE TOPS ARE CONSISTENT WITH THE PROPOSED PARKING LOT ASPHALT ELEVATIONS.
TMP 45C-1-P-12
3. ALL DISTURBED AREA FROM THIS PROJECT SHALL BE STABILIZED AS PART OF THE SCOPE OF WORK OF THE PROJECT, TMP 45C-1-•P-11 N/F BRUMBAUGH
STABILIZATION SHALL INCLUDE RE -SPREADING 4" TO 6" OF TOPSOIL OVER GRADED AND DISTURBED AREAS AND SEEDING N/F BANCROFT ZONE: R2
AND STRAWING TO ESTABLISH A GRASS STABILIZED AREA. TMP 45C-1-P-10 / ZONE: Rt2 / USE: SFD
4. SLOPES STEEPER THAN 3:1 SHALL HAVE LOW MAINTENANCE (NOT GRASS) GROUND COVER. SEE LANDSCAPE SHEET / N/F DOLZER USE: SFID #2923 TMP 45C-1-P-13
FOR LOCATION OF GROUND COVER ON SLOPES STEEPER THAN 3:1. TMP 45G1-P-9 ZONE: R2 #2925 DB 1005 PG 344 N/F HAMILTON
N/F EMSWILER / USE: SFD / DB 1006 PGi 681 / / ZONE: R2
5. ALL ACCESS AND UTILITY EASEMENTS ARE SHOWN ON THIS SHEET. THE ACCESS EASEMENTS ARE 24 WIDE AND 20 ZONE: R2 #2927
WIDE AS SHOWN. THE UTILITY EASEMENTS ARE 20' WIDE CENTERED ON THE PROPOSED UTILITY PIPES. SEE SHEET 4 FOR I USE: SFD / DB 1630
654/ / / / j i' US#E2.921 D
THE LOCATION OF THE 20 DRAINAGE EASEMENTS AND VARIABLE WIDTH STORMWATER MANAGEMENT EASEMENTS. / / / / / / / DB 1038 PG 42
DB 2107 PG 115
6. ALL FILL MATERIAL SHALL BE COMPACTED AT 95% COMPACTION AND TESTED DURING THE PLACEMENT OF THE FILL. -
COMPACTION LIFTS SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE TEMPORARY CONSTRUCTION EASEMENT �/ /�0��" / / /
THAN 8 INCHES IN THICKNESS BEFORE COMPACTION, IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE FOR FUTURE STREAM RESTOFjATION WORK
SPECIFICATIONS. STONE BACKFILL MAY ALSO BE USED FOR FILL BEHIND THE PROPOSED RETAINING WALLS. \ \ \ ROJE6T BOUND
7. SEE GRADING PLAN AND NOTES AND DETAILS SHEET FOR FURTHER INFORMATION ON THE PROPOSED REDI-ROCK \ \ \ AC
TRETAINING WALLS. ALL REDI-ROCK RETAINING WALLS SHALL HAVE A COBBLE FACE AND HANDRAIL/GUARDRAIL ALONG THE \ \ \ \ \ \ UFO
OP OF THE WALL. THE REDI-ROCK WALL SHALL BE EXTENDED BELOW GROUND A MINIMUM OF 18". FINAL DESIGN OF THE \ \ \ \ \ l , , / FUG UA PH WE iIB� / /20/UND►STU�j
\ 1 /S W R NNECTI / / / T>f dP 45C-1-A-26
REDI-ROCK RETAINING WALL SYSTEM SHALL BE COMPLETED BY A STRUCTURAL ENGINEER AND SUBMITTED TO ALBEMARLE \ \ - \ \ ,,, , °, }'.L ,i}� r _ / 9 / �/ / / / / / / / / / N/F COAKLEY
COUNTY FOR A BUILDING PERMIT. \ \ \ t ` , \- /
8. ALL PARKING SPACES SHALL BE 18' DEEP. THE WIDTH OF THE PARKING SPACES VARIES BETWEEN 9' WIDE AND 10' 1 \___ _,-�- ', ,' �/ / / / / 5J�Jyg!N� SE- T�K �--�`- 6EESFD
WIDE SPACES. SEE THE SITE PLAN FOR THE LOCATION OF 'THESE DIFFERENT PARKING SPACES. I -�---� [� ;� , , < < ( �--j- %-- / / / / / / DB 459 Pq 233
9. BUMPER BLOCKS SHALL BE A MINIMUM LENGTH OF SIX (6) FEET, A MAXIMUM HEIGHT OF FIVE (5) INCHES, AND SHALL -7--�-'�
BE SECURELY ANCHORED INTO THE PAVEMENT IN AT LEAST TWO (2) LOCATIONS I , �\ T �,'� , , ' ` ( ' FU/
10. THERE IS A 30' ACCESS EASEMENT PROVIDED FROM PHASE I THROUGH PHASE IIA TO THE LIMITS OF PHASE 11B. IF (I I I I I 1 �E�RTO�E Co CI L/R TAIL/
PHASE 11B IS EVER SUBDIVIDED FROM PHASE IIA, THEN THE TRAVELWAY LOCATED WITHIN THIS ACCESS EASEMENT WOULD / I ��) I 1 ( I\�
NEED TO MEET THE PRIVATE ROAD STANDARDS. I I I / /
AND SEWER EASEMENTS AND FACILITIES SHALL BE DEDICATED TO / I ,I� �` ' , ', I I / PH SE !IB / / / o/ / \
11. ALL UTILITY EASEMENTS, INCLUDING WATER ` � / - / ��� � � . `, , � � ', � ° ' I � I � I � � � � / � � � � / � �MP45C-1-A-2
PUBLIC USE AND THESE UTILITY EASEMENTS SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY.%� N/ HANNOLD
ZONE: R2
EXISTING° / I I I I I I I I / /� / / / / / / USE; SFD
TMP �61-1-A-4 \ .� 1 _ - - - - __ } I I I ' / ( / / / / / / / #2917
N/F HN \ \ \ BENCHMARK_ ' : , WETLANDS �, I I I I I 2c614 PG 361
7gN�E: R1 `t� \ \ LOCATED PROPANE I
USE�SFD \ �/' CORNER OF THE CONC R OPANTANK E EXISTING 25' WPO
#,\ (ELEVATION: 424.27) \ / I ,� ', ,� ,� ' , I ! I I I I STREAM UFFER ,�
DDd 2202P �G 30 \ \ - TU6 RETAI INWALL' / / I
� �
FUTURE \
*OMME,RCIAL/R TAIL \
BUILDING
_ _ \ �� \ I (I \ , (PHA E IIB) \ TMP45C-1-A-
TMP 45B1-1 A 2 \ / I \ E�CISTING STR �LIq \ \ I I " I I , \ t \ ` \ \ \� N/F RAJNIKANT OR AGHE
24
N/F BURTON \ I �f \ 1 i I \ f ( J I I I I I I ' \ \ \ \ \ \ ZONE: R2
ZONE: R1 �\ \ \ \ + P I \ � `, '� li \ \ I I' I \ \ � USE: SFD
USE: SFD \ \ I I \ EXISTING 20 ACrSA \ \ �i i I ' ( I I I I I \ \ '` \ \ #2915
#103 \ \ \ I UTILITY EASEMENT , ,� , , I L ` I I ! I ' I \ \ \ \ \ �\
DB 1595 PG 68 \ \ \ I I III �I DB. PG \ , i \ PROPOSED REDI-ROCK RETAINING I \ \ \ \ DB h838 PG 154
WALL WITHCOBBLE STONE FACE
AND HANDRAIUGUARDRAIL I \ \ \
, MAX. H IGHT = 22' I PROPOSi
\ \
� � ,i .i , I � I I I BLOW -OFF ASSEMBLY
\ , . , I I III I' --I I I V \ EASEMENT TYP.
I I EXISTING kEDI-ROICKs 45p I I \ \ - DGE OF PAVEM NT �-' 4�$ \ \ \ -
J RETAINING WALL I \ ' L� I II \
TMP 45C 1-A--;
M HEIGHT=12:� \ ', i, �� ' ( / / �� / / I I I \ I 1 �\ ` 474 \ \ \ ° \ , N/F WEBB
�\ ZONE: R2
/ / 28'' \ 1 \ ' USE: SFD
EXISTING / // � / M F / :"-/.C-F/C.•'' \ i I I ' #2913
TMP 45B1 1-A-1 /� l/ S RA BUF ER I r ) /
N/F CRAIG, TRUSTEE \ ETLANDS b / / p, . \ / B 1465 PG 273
f' �r- / \ p / / /� / GE OF AAEMENT ___ I :::..... 'f?:•::,:.:..; ... :.... I
ZONE: / / \ T / 9 _ _ - I::..' . VDC�T STD.: 7p:
N R1 / I I o I '
/ l / :::.......::::::::::. 14 :': '
USE: SFD / / ( \ / NOTE: TEMPORARILY TRIPE OUT 3) -- :' :•' I :.:.:.: : :.:.:.:.:.:.:.:.CG-2 (TYP.)::::::,;,:.:.;.:. • .. /
EXISTING 24 / • ... r •.:.................:.:...... ::::::: :::::::: •�''''::.•:::•'' ..''::• • -
#101 EXISTING 12. ( :: :..:.:.::.::::.:: PARKING S ACES FOR FUTURE PARKING . J..' .. 3.R .... .....:......:::: ' .:::.:: ::::: ' :.::: ' 3.F • 5 ..... .
AT
ACCESS EASEMENT \ \ I 2 :.' . /•;':!::..:.:... I ,�:.:::.: ..... ..:.... , .......:...:'' / z
DB 2409 PG 1 DB.3577 PG.651 \ I SANITARY SEWER \ / L'' , ...: ,.,.:. • :: ' ' o /
/ / / ROPOSED 30 x - a . • � •..f-. •.' : •..•.•.. •.. ......• :,_' .w
NOTE: FUTURE P DES RI N BRI E / / / :.:! -.F/ :::: CCESS E SE T 1 - 8" G.V. ' / ... / .::: :.,9`::'•:• :::•:•
REMOVED FROM THIS SITE PLAN PER ( /M „ : •• -
\ I....... 1 6 G.V. ...•... '
/ _
Q
IRECTORt OF CO M NI Y D V L P NT / ( :. ..... ............. o.•..'..
--_ _Nc
...... .... CONC. .', .•.•.... • •.•.�............... . .. �...... ' ....•::.: ::• ..... •.:..•.•.... •.'........ ....... ..........�'.....•...;...•.-�•:�-M,•,•:•.'.•.•...•.•., .;-:'::•.J.,.;./:.,.:..� .,•.:.: w TMP 45C 1 A 2
_ NOT . SEE HEET 5 I
... .,. .... .... :•.•.•.•:.• .•.: Z�.'.•,...•.:•...,/. • .'.:... •.,.....•.•.•...VDOT ST . CG-12 (TYP.)' 2 '••''•••'''•:•:•.•.•.•.'.-.•.:•:•:•:•.•.•.•.•:•.•.:•:•/'•�':•:..•...•.•..:•.•.••-..:.•.,.•.•. ... c• •
r .�.....
/ :: ' .' �/ I :':.:.:... d '. ...................... .....SID ALK....... EASEMENT TYP. _•. T. �'_ ._....... _ ._• • • -n / N/F WOOD
\ \ i / ,W
FOR V1NG XHIBIT tt �..'..:.}. :. �:• • {.... vD�T.��=2
" •, •..-' �'•'1'•.''''.•:•.•.• ..... f ' •.:•:•: •:-..........•.•.•..•.•.....•.•...........:..•'.-.: '.....:-•;•..••.•. ••, ....... .......'........•.... :•'''•' �1`YP• '.'•.:•:•:•.• ZONE: R2
PROPOSEEMPORARY •. ,.,� .. , .--r•.•... ....... ....:. ... .. ..... ...... ....... ..... , ...... .......•.•:...•.•.•.• , ' :.........•.,.-�;� ..•.. .•.• ..•�..• .•.•.•.• .............•.......�.....
� .. �:. ~ '� : .... .. .. .. .. .. .. .. .. .. .::`,:,:..:•.... USE: SFD
& PAVING QETAILS s of ENTT P�- :. .�-:• ..... ::..... .. . • •...... ,�' . L... � ..
SEDIMENT RA SEE ' '' '::. :. .... . • . .g. .. , ........ VbOStD. i'' • • •..... /....
EROSION CONTROL. PLAN ..\.... , . \
- , 8
..... •••. � ','. - •:•CG-12 (TYP.)':•:•::':•:..;.:.; : •.9.•..1� 18':.:,:.: �,.;...; :-:'::.S.•..•.•/...... d' ZV
TM 4 -111\ FO,R DESIGN INFORMIATION IS iN � � � ` • � - � .' •
f C9 TLA r'''' '
\ \
/ N
/ O � Frrst\ of Leaf nd Trusfi_
G' � I I : I} .;�;'... ': ' \ \...•... ... •. ,•..... .... •:...: •..•.',•. ....•., C .:.': ', <•:.:. ,.... .� � :;...-:..:•.. '.<., .:.•/C=F/C'.•. � \ ROJECT BOUNDARY
DB 1894-38 \ \ ,.....:' �......... ::...:.:.:.:: ',:.:..;.;.:.:... �..:.:... ....'... .: S Z
...... 0...... ::.1.0...::: �; :.:::::.:.: ::::..::::BUMPER BLOCK
�\ f ::€.....:... f , .......: OR PEDESTRIAN CROSSING O
J \ 6,630\ Gres i j $ :::'::.'$........:..... 1:.....$/. ...:.... $ .:.;'::... VDOT S D. (TYP.) \ \ \
TMP 45B1-8-2 O O \ �''.. :'.. '' ,I / TYPICAL
\ MODIFY WALL AS NEEDED „ " : I .•::':':::: I ( )
vTIE-IN... , /
.. rn
\J :-. <.:: :.-1 TYP. I � TO 8 ATE INE :•:•:•:• �:'�'•''::.•:• ':•:•:��:: ''�•'• . ..:-'•'•:•::ECG 2
W •�
N/F TURN
p ? 71E IN O PROPOSED GRA I VD 7 STD 3 R PRO OSED3�R ' ' ti I (1) CONC BOLL AR
ZONE: R1 O h O \ :� :..:..:.:.:.:.:.:..... O VDO STD...............
_ TMP 45C-1-A-20
1 / / .c. \ I :::: CG-12 TYP.:.:::::. 24 ..2 C. RB Cu,::::. CG-2 TYP.:::::............. PROPOSED UM
J / , o \
:: -: ' POR ION OF E S G.':.:::::..:.:.:.:.::::.:....:.:.:.... �..........(. ) ........................ , j (......)............ ....I .
USE. SFD /� // c9 I „ .......... ...... l..... FIRE LANE/
/ O EXISTING ACSA d \
.. ...:.•.•...•w•,•.•.•......... ... ' • , ........ �.�..•.......8.•.•.• •:.•..•:(:•.•.•.• •.•.....:• •.•.• � i . - � ' �:�:•:�:.:.:.:,:.::�:�:� � AND LOADING DOCK N/F LASSITER
/ O EXISTING 24 \ I ....L ..'.. , :..,.;.:...• ................. , F -
#107 PRO OSE 30 : :..: : WAL 0 B RE �.......5 .� .......I •, ........ :..... 3 , E 47 .9 USE: SFD
UTILITY EASE ENT P �. :..: ................. 3.R '..::.::::: I, ......... �..... I.... NO PARKING SIGN 4 :.:.;.:........
O / / ACCESS EASEMENT M \ I ' \ f , .. , .. •,•, ...... • , .. o \ ONCRETE PAD- ZONE: R2
DB 625 PG 2 /�' w I ACCESS EASE NOTE: TIE-IN EXISTING :':a::I:'::::::. :... 1,4...... • :: :: 0. •,., ....::. 8, i,. - ,..
J / `` DB.3577 PG.651 DB, 3577, PG. 651 .: r•.; .`�'.�` °�; �•. ( �. .. •8'. •.•.•.•. ,f � �'•'•'� \ :•:•:•••..•.•... •,•'... .. PROPOSED 24 \ SEE DETAIL ON
:::..18...... � #2909
WALL TO PROPOSE ;:; o
\ 'OT ST�1 ' T :::,:.:::I:::': ' ACCESS EASEMENT E 5
VDO STD. \ REDI-ROCK W(�LL I •..•.L:.•.•.•.....,.. .... OPO D 24' • • • ..... , ...... , , • . ( .:. . • ... ' :• ": • .... �..,� \ SHEET ETA
/ .
/ \ \ �-r \ ( �.••.•''.•.•.•. •.. SIDEWALE� FLUSH WITH PAVING :•:•:.•A,
AC ESS EASEME T :: '� < '
CG-2 TYP.) � \ n o � � 1 •. .��::�::,:.:.:....•... .•.•.•.. • •...•.. , ...•....•.•. , , ........ • .. . '... ....... , , ....• .. , '.•....•...:....:.:.:•.: � , ALONG FRONT ENTRANCE AND SIDEWALK \ -
-SED 8"
.. ..:.. �MIPE BL CK ...........:... \ SED TR H•......;.......:.,.,.......
:..... O STiS. GR-
2 - 8'
G.V. W
-� 4 . • .... ROPOSED ::::.:.:...:.:.:.:.:.:.: ::. ......:.:..... TYP.)..'...... CO PACT R•:• '::.:....... , .. q
/ V1 M M N1,•. ................ •..M............ l• .. GUARD .. L.. :, S�Q .... (,
1 /..... M...:.::.:..........
EXISTING ACCESS ROAD �....... T .P SIGN ........................ NO E TH NO H & , EST SI E OF
/ „ ... (..... .... �...... EX MH rot
-? - - - XISTING.8 WATERLIN
/ a...........•.•.. �....
:::'.\....'. J..:... E BUI TMARKED4AL0 M
TRAVELWAY �� ..... s ......- ,•....... .... ....- , ,. • ' • •....• •.•.'.... , TH L NG BE ALONG
T 5.. '. /..
.... • .........• •�`... ..... ... ..... •.:... . ' � : ..•..::, .. ; .., �,.: .. .. .. THE(CURB AND PgSTE S�I�GNS q:•'� �'.'. •.•.:.: � PF�
E/C F� ..:
// / i I\•;•:•..... ..•,:.. .'.'.', "NO PARKING, FIRE LANE�t ''?.'•::.:.:. C OC
I I \ EASEMENT TYP.) ...:......:.'...�.... :.:.......:..:.. HAN
i 1 r 16 I�
�� '.�•� P OPOSED
r o \
1 \
I .. •'1.
PROP
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{ „
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- ::.� �•.�•..:, �•.�;:'�•:�-,� � .....:'., ,...:,.�..,: - :.;.�'•::.V •bT'.:�-2 TYP.�'�'�'•:•:�:•:�:�:�:�:�:�:.�::�..
lJ�
tVDRA T BE NSTALL �. - I� ::'� • ������:��:���::�;�:�..... ,-- f-fR �L O I '� .,�
..............
;., . ..: E I I G 8 SA TA .......... \..:1 ... .. ,'`.....:.:........:... VDOT STD.
ALONG EXISTING WALL PER
�-------- -- :a; SEWER CAN BECOME 4R6O4 S
i 80,
APPROVVED HAS I P AN :.%
/ _ P
i i .P IV
) i
it
i
i
�•�F. �F
DI- ET I IN RE RtOCK� R A •� I / PROPOSED
-- -'----
M 45B1-81
I / f / WALL W/ HANDRAIL/GUARDRAIL
/
NF
.............
/ RS f GOLQ LE9F LAND TRUST/ / / -_ EASEMENT TYP.
.� � - ALONG TOP OF W I �•.�, ��
I
- .•5R'.
/ ZONE: C / •.1 O
/
I
(
'I P
I
f '•�J•�•" CG-2 (TYP.)\ i \ • \ II j :•.;�c� �
8
} VD�f TD.
F R •LANF1�' :'.• • � •
\ CG-2 TYP.
ti
ER LA ERAL 2 SLOPE
a
SEW T /o .l
1 �
T�
CLEMNOUT -
-USE-VACANT '
1, 1
VACANT ------ .. .. .,....:'.. •'.�• .... ':'•:. ":.. ::,` �:: ,:,J.:.:.:.:.
i
a 2
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' j�: .•.38. .
d L. .....
} PROPO BI�-F I P
I
#101
/
/
_ �� CONCRETE
�•'F/CcFi
s.
- SEE SWM PLAN FOR
T
5
D.B. 1894 .386 MP 45 111A _ • ST OP
P 'f
�- .�� •. 1
DEGNJNF
, . ..�.'
:..;;.:.;.
)PLANTERS BANK UST TDuur
•;:': ARDS
SLANE/ 0.83 Acres VDOT �FIRE \ ( CG-2 (TYP.)NO PARKING SIGNDB 3577-651 XISTING RAINGARDEN VDO STD.
-�
CG-2 0Yp-y T.
�
I
2- QQPPER
I
'
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tt -
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- J a I
GU
�
'-- +f --- -- � ter• -' -
\ ° PARKING SETBACK
2) - 6" G.V. \
ROPOSED 6" CL. 52)
- ,.. ---- �- .
� � x RED ER
4
- --
ERLINE
---- -- ... : :, � • -- \ \ - -- --- \ - -- -- - -- _-\-.\
DOTSTD GR 2 1 OPRKlNG TBACK PROPOS�D TPLANTING STRIP
/
I
GUARDRAIL - _
- -
EASEMENT TYP. �-
\
- SIGHT DISTANCE: 1100' SIGHT DISTANCE: 1000'\ _ \ -/ EMINOLE TRAI�-
---- - " -- --PER PH,�SE I APPROVED PER PHASE I APPROVED -
NORTHTOWN SITE PLAN NORTHTOWN SITE PLAN
a GAS GAS GAS GAS G`, S GAS GAS GA GAS
DISTANCE TO NEAREST -INTERSECTION - - --
- - -- WOODBROOK DRIVE: 1,600'
PER PHASE, I APPROVED /
/ - - -_--_- - NORTHTOWN SITE PLAN Z1j"
DB 2078 PG 475
CO�NC. BOLLARDS
OPOSED REDI-ROCK RETAINING
H OBBLE STONE FACE
ALL WIT C
ND HANDRAIL/GUARDRAIL
AX. HEIGHT = 18'
C6P-C SED-CONC. LOADING -
K RETAINING WALL WITH
DRAIL/GUARDRAIL (HT. 5' MAX)
OSED LOADING
K TRENCH DRAIN
TMP 45-
93B
N/F E H ART LAND TR
UST
ZONE: H C
USE: RETAIL STORE SEMINOLE TRAIL
DB 1464 PG 269
, i
A\
No \ 1
6
a
VARIABLE WIDT� R/UV _ /__ _-- ------ -.-_-
-- - -- - -- - _=-- 'i - - SVi(TATE HIG AY PROJECT �029-002-Ff ' W202
W W � N - W --- W W W W 5
a GAS AS GAS GAS GAS -•--�- GA� GAS GAS GAS ----- GAS GAS GAS -- GAS - -- GAS --- - cASco
GAS nAq
BENCHMARK
PAINTED SQUARE AT NORTHWEST
CORNER OF THE DROP INLET
(ELEVATION: 457.44')
BENCHMARK
BRICKNAIL AT THE SOUTHEAST
CORNER OF THE DROP INLET
(ELEVATION: 457.79')
�- HY RANT A EMBLY--
/_ -/.
W VV
GAS -I --� GAS \ GAS GA
GRAPHIC SCALE
20 40 80
( IN FEET )
1 inch = 40 ft.
160
TH "0p�'
Cl
SCOT R. COLLINS�
Lic. No. 035791,2�
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SCALE
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a
SHEET NO. a
2 a
REFER TO TREE
STAKING DETAIL
TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
REFER TO R007BALL PIT
DETAIL
NOTES:'
i, SET TREE PLUMB PRIOR TO STAKING,
ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
Landscape Notes
' GUYING DETAIL CONSISTS
t GUYS,SET 120' AROUND
4T PIT ON 'UPHILL' SIDE
ER TO TREE
KING DETAIL
PACT EXCAVATED SOIL
FORM ROOTBALL PIT
DOWNHILL SIDE OF TREE
NCH EDGE AROUND
IRE AREA TO BE
CHED
EERR TO ROOTBALL PIT
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT
TREE PLANTING ON SLOPE -- -- -_ - - --
NOTES,_
1. SET TREE PLUMB PRIOR TO STAKING.
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD
AND BROKEN BRANCHES AND $HALL BE PERFORMED UNDER
THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING.
4• IMMEDIATELY SOAK PLANT WITH WATER,
5. SEE IRRIGATION PLANS/DETAILS/SPECEICAT[ONS AS THEY
RELATE TO THIS INSTALLATION.
SPECIMEN SHRU
(A$ SPECIFIED 0
DRAWINGI
REFER TO ROL.� DETV
SACKFN.L TO TERMINATE
AT TOP OUTSIDE LIMITS OF
ROOTBALL
ADD MULCH OVERTOP OF
ROOTBALL AND PLANTING PIT
LIMITS, BEGWVING AT NO,MORE
THAN t' DEPTH AT TRUNK AND
TAPERING UP TO A DEPTH OF
3' AT PLANTING PIT LIMITS.
THEN TAPER TO PROPOSED
FINISHED GRADE
v
VAMI S
TYP
_I
RENCH EDGE AROUND
4\AULCHEAREA
TO BE
''�`/%);?.
ROOTBALL
s{....
CUT AWAY ALL WIRE BASKETS
AND/OR NON•810DEGRADABLE
ROOTBALL WRAPPING AFTER
FINAL TREE PLACEMENT,
BURLAP ROOTBALL WRAPPING
TO BE UNTIED FROM TRUNK
AND CUT AWAY TO A POINT
AT LEAST 1/2 DISTANCE DOWN
ROOTBALL.
SCARIFY BASE OF PLANT PIT
WHEN EXCAVATING PIT: BREAK RETURN AND COMPACT LOO
THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO
HARDPAN (REMOVE AS PLANT PIT TO ESTABLISHED
NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO
DRAINAGE) PLANT PLACEMENT
NOTES:
1 NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE N
AGREEABLE TO THESE PLANTING CRITERIA -OR :WHERE- CONOITIONS -RAISE CONCERNS -IN -
TERMS OF PLANT SURVIVABILITY OR WARRANTY.
2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY,
OR INCURRED DURING, PLANTING PROCESS.
REF--R TO TREE
STAKING DETAIL
SE
OT
PROPOSi�D//
TREELINE
PROJECT BOUNDARY
EXISTING /
\ WETLANDS, /
1, ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION . \
OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER
THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA \° I '', LIMP S OF
NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE DISTURBANCEVIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD
AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. a,\ • \ � \
TREE PROTECT ON FENCE �r
.
2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE \ \ 1 1 .,' \ TREE PROTECTION FENCE
MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND
TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE
PLANT.
4.gtmiy yT/lkelau�{�
C.gwn'atln[i;T'lan CheAkdAt— TO be MgW..wn T,alttlscpjte,Tla11
(,Utuidi%aok, �i J1t=2119-1x], 2J7 tox cotn'plctc spvcii7ea11oiisj
1,: [
Two IV W iittwd
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® Ip�rjgpF}n¢ty�;,�f"ptnt6ctAVRfanclnlj.
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2. 14iar3:6st
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Di! ctidmg Lull by u until ilx tnt• wxuku hua t><nnt utapa a<nt mid gp.viyud by u CvWuty Htapock r.
a'livaimiicavali+ililndprvluotirnunarsidiaahi�lix:torirsocdtviihihi:aintnidurounitu:
4. guintngltt '1rj{Rg,InslBtora¢o:
t ad rafliCalriiatn . e nf'crnti¢nudlrtl;mat t t, aralstttcitubn soil'shallitnt(e' nittectu Y asn nthtn t]te dri ,lines of trau tm � fi I:
Il IiSS:AIYIKI:.
dolli':ro,ilpnapylj3lgnxsratcrl)e(eniJQi117osiccf:
El Sudidc.M1iciashellwN.txlvuraaya!] licti lvlxiamcd.
,6. t•11.OY:
f?itar uruniu+vowiltlni williin.l (Ni nevornie dnoijti oP freeA ckv w taiveiL
2 T•�l�skrf»Ir
I ® Tiixiettrntlalala�lr.11ltw[[n;alvredAtiiliiiri It1CFti.•vti::itl'll>Lltiplitiuurltcti�<li[n;xauc�l.
', 9. PI•iectireF•m4ne:
ZI 1),.w iij,buttaArnniwilhinA.[in�ttl'nlnupactl[itdltitngnrKnxLnitwuv[ty+hnlit>vpri+IvctLtll .Cuxlnit.
,� b'cutartgandll�.!ittpla«:vzeB.�Yllltbisiigavcicd.giulpPprt.vv'�.GX�2t;•9i>utylitypcct��r�vt't�t�iringort>4i�[iikli4u.,
Y. "1'reu 14 ells:
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NutimucJ fisiappivv:�ll..
lV� 1 rco,H alist
� 14tientlx�grcwind levsl mu9t.bc ioiso[sid.y}thiu lb.g dnpi>tta a.tr.�c t� ho e�ti'c4:•a tz� 1#'all 8he1t E7e prC'�d.4d;.am1 @ ccaistnx'IiCndets_il
gui?ttduai fvrapprtiviit..
11. "1' nch �aail't'umrcl[nQ:
441uit uvuobi ng is nquid, J ltizli ul,tfig liiwlt of rlgurii>tz,it yf isll'[h dvnu iid:jes uM1tidy fzim Ilia lrt%tyd of lrvi its pcaaib(s.'Yuiun lu[q.
under n larlya h'ea shall be xnstder ii nz nn s ltamative when.il to mliicipated that necessa ry notching aM1t tl iiestrny feeiiar rmtc
'12, f!lennuo:.
® Prc�lcclivc !`ctxiair aliait Ix; llx�ltiat-it'ismi rvuuivi+it.ifUiinsi Ihtrliild siitisii]p.
13. llarnaecd'Trce•:
® Uomegc4 L. Aidi'6a tmetod immcdistoly by pau*, *r•61izitim cc other rnotheds nkcrnmcyxkd by a two spoialist.
rvtl [ f ;..rt' iix rnk; lkf:vr I.(11'k<l{'![ Itl'11'[}.\KI111I .rl'1 1(L111�M,1€.1Y1'1'll'l'll
t?vI`J4RR S.ITFYi.T:i:RF. (ID,1TF)
t.:01r'i;lG11L:i' Plltt,!1tASl:1C$1G�.t1lt1CL� (].1A'1'k)
V.1106. Pape'1 at I
M►'��`i jDISTURBANCE —
IIIL r.r
_ M•.I_ t� al
EXISTING GRAVEL DRIVE
s . STREAM BUFFER y y MULCH GROUND COVER \ �\ TREE TO BE SAVED
PROPOSED
\ . iTREELINE
i'jI y �• \ I I---47'
I MULCH GROUND COVER
........... •. .............•.... I
Q
I
T
I
I
I
IL
!- � ����;M1.+Jitttl"�'t •t� ®°` ���11��Y�II�I®901�1i®• ♦ �' `I'�`l � � ■'
STANDARD ORANGE VINYL OR • • ILA �1► �i�r I' Y i
7. � ,
I i �f. �. r \ s �
GALVANIZED R, OR THICK PVC
PLASTIC),
, , '1'f , ► tAt�� I 14::' '� D; Y ,�\�
GREATERLEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN
POSTS NO CENTER. ON C
POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY
IDENTIFIES THE FENCE AS A TREE PROTECTION
UNL)I51 U � tU bUt-I-tK
\LIMITS OF CLEARING
1
PROJECT BOUNDARY
—TREE TO BE SAVED
�'I I
EXISTING RAINGAR
DEN
TREE PROTECTION FENCE (FOR USE FOR TREE MASSES)
VINYL CONSTRUCTION
FENCE
TREE
BAR STAKES
JYL
"T" BAR STAKES
I—
I
— B URY 113 OF POST
NOTES:
1. BARRIER PREVENTS COMPACTION OF SOIL AROUND
=III=III=III=III=III=III=) I I=III= ROOTS BY CONSTRUCTION EQUIPMENT.
2. EXTEND FENCE TO DRIPLINE AT ALL POINTS (DRIPLINE
IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES)
TREE PROTECTION DETAIL (FOR USE FOR SPECIMEN TREES)
NO SCALE
PLANT SCHEDULE
--___— IN BOTANICAL COMMON NAME SIZE ICANOP
GAS— TREES
AR
ACER RUBRUM
RED MAPLE
21/2" cal
452
BN
BETULA NIGRA
RIVER BIRCH
10'-12' ht.
397
�g
--- ---- / --- — — -
_ -
PA
IPLATANUSACERIFOLIA
LONDON PLANETREE
21/2" cal.
422
QP
(QUERCUS PALUSTRIS
PIN OAK
31/2" cal.
471
TD
TAXODIUM DISTICHUM
BALD CYPRESS
10'-12' ht.
79
UP
ULMUS PARVIFOLIA'ALLEE'
ALLEE ELM
21/2" cal.
423
UNDERtSTORY TREES
AG
AMALANCHIER x GRANDIFLORA
SERVICEBERRY
6-7' ht.
130
-
CF
CORNUS FLORIDA
DOGWOOD
I
6-7 ht.
124
CALCULATIONS:
TOTAL SITE AREA 8.93 AC): 388,991 SF
MV
iMAGNOLIAVIRGINIANA
SWEETBAY MAGNOLIA
6-7' ht.
113
PY
1PRUNUSYEDOENSIS
YOSHINO CHERRY
6-7' ht.
99
EVERGREEN TREES
IN
IILEXx'NELLIE R STEVENS'
NELLIE R STEVENS HOLLY
5'-7' ht.
1 44
CANOPY REQUIRED 10% : 38,899 SF
—PROPOSED TREE CANOPr. 50,029 SF
TOTAL PARKING LOT TREES REQUIRED:
PARKING SPACES: 226
# TREES REQ'D (1 / 10) 23
TREES PROPOSED: 27
PAVED PARKING & VEHICULAR CIRCULATION AREA: 121,014 SF
SF PLANTING SPACE REQUIRED (5%): 6,050 SF
SF PLANTING SPACE PROVIDED: 9,435 SF
MG
MAGNOLIA GRAN DI FLORA TITTLE GEM'
LITTLE GEM MAGNOLIA
6'-8' ht.
1 82
SHRUBS
AS
ABELIA GRAN DIFLORA
GLOSSY ABELIA
24" ht. min
14
CS
CORN US SERICEA
RED TWIG DOGWOOD
18" ht. min
72
FG
F'OTHERGILLA MAJOR
FOTHERGILLA
18" ht. min
20
11C
ILEXCORNUTA
CHINESE HOLLY
24" ht. min
14
IV
ITEAVIRGINICA'HENRY'S GARNET'
HENRY'S GARNET SWEETSPIRE
18" ht. min
64
TOTAL
CANOPY
F'
AB (5) IC
AB (5YIC (5) AB (6) IC
(5}�AB— (6) IC (14) PY
\ — --� f — -- --- \ -- (5)AB
Y (sf) TOTAL SITE \ --
QUANTITY COVERAGE (s1) W W Wo—
W W
GAS GAS GAS GAS GAS GAS GAS AS GAS GAS GAS GA
14 6,328 \ U.S. ROU F 29
16 6,352 — MINQLR TR I---- -- -- — — ---� -- ---- --- —
15 0,83 \- __VARIABLE WIDTH R/W
3 10, 7 ----STATE HIGHWAY PRQJ ECT 6029Q- _02-F 19, RW20
3 237 _.—__ __ -- ---
8 3,384 9 — t9 0.
6 780
10 0
9
1,017
14
1,386
54
2,376
27
2,214
30
420
34
2,448
50
1,000
62
868
44
2,816
50,029
NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS
SHALL BE 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 SUPPORT THE OVERALL HEALTH OF THE PLANT._
GRAPHIC SCALE
40 80
( IN FEET )
1 inch = 40 ft.
160
TH Q�'I�
,SCOT., R. COLLINSZ'
Lic. No. 035791 �
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