HomeMy WebLinkAboutSDP201700070 Plan - Approved Final Site Plan and Comps. 2019-05-02FINAL SITE PLAN FOR
HOLLYMEAD TOWN CENTER HOTEL
LEGEND
EXIST
NEW
DESCRIPTION
1(? Tc
x 12' Tc TOP OF CURB ELEVATION
9e'
x .12' SPOT ELEVATION
1eTW
X 12' Tw TOP OF WALL ELEVATION
1 Bt�Y
x 12' 8 W BOTTOM OF WALL ELEVATION
BENCHMARK
-
STORM SEWER
,m
- Ro -
ROOF DRAIN
SEWER LINE
--
w
WATER LINE
-W-
-GAS-
GAS LINE
-�- � fJE
- 0HE
OVERHEAD ELECTRIC WIRE
- Ufa -
- uce
UNDERGROUND ELECTRIC
- CHT -
- OHT -
OVERHEAD TELEPHONE LINE
-uOr -
- UCT -
UNDERGROUND TELEPHONE LINE
1- i
DRAIN INLET (DI)
O
STORM/SANITARY MANHOLE
C
E
PLUG
®"
WATER VALVE & BOX
--
FIRE HYDRANT
VM
"'
WATER METER
♦-�
LIGHT POLE
-�-
UTILITY POLE
-`
DRAINAGE DIRECTION
PROPERTY LINE
- - - -
ADJACENT PROPERTY LINE
VACATED PROPERTY LINE
o
BUILDING SETBACK
PARKING SETBACK
------
-----
SANITARY EASEMENT
..........-
- - - - -
GAS LINE EASEMENT
GRADING EASEMENT
DRAINAGE EASEMENT
UTILITY EASEMENT
-
-
WATER EASEMENT
----w-
ACCESS EASEMENT
- -- -
-
STORM DRAINAGE EASEMENT
TREE LINE
FENCE
STREAM
- 312-
- 12 -
INTERVAL CONTOUR
-moo-
- oo -
INDEX CONTOUR
CG-2
cc-2
STANDARD 6" CURB
CO-6
cc-6
COMBINATION 6" CURB & GUTTER
• '°
CONCRETE PAVEMENT / SIDEWALK
RIPRAP
`
ASPHALT
GRASS
EC-2 MATTING
EC-3 MATTING
WETLAND
io
PARKING COUNT
CROSSWALK
%z�MM,
�����
HANDICAP ACCESSIBLE AISLE
A_N
CG-12
ek
HANDICAP PARKING
NOTE:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN.
5DP201700070
TAX MAP 03200-00-00-041 D5
RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE: 111-1,000'
PROPOSED USE
81 Unit 3 Story Hotel
Total Building SF = 45,094 SF
OWNER / DEVELOPER
HTC Hotel LLC
8901 Brook Road
Glen Allen, VA 23060
OWNER: ADJACENT PARCEL
Hollymead Corner, LLC
809 Club Dr.
Keswick VA, 22947
ZONING
PD-MC: Planned Development - Mixed Commercial
Subject to Proffers, Application Plan, and Code of Development
found in
ZMA200100020 (as amended)
SP2003-30
SDP 201700046 (Initial Site Plan project number)
This Parcel Lies in the Entrance Corridor (EC) and Airport
Impact (Al) Overlay District.
SOURCE OF TITLE
D.B. 2904, PG. 065
MAGISTERIAL DISTRICT
Rio
SOURCE OF BOUNDARY & TOPO
IMAGE PROVIDED BY GOGGLE MAPS
SHEET INDEX
Source of Boundary Survey:
Field Survey by Roger Ray and Associates on January 12,
C I -
COVER SHEET
2017.
Source of Topography:
C 2 _
F [� O f f E R5
' \
2' contours field run by Roger Ray and Associates on June
25, 2015.
C 3 -
EX I ST l N G CONDITIONS
Survey Updated by Roger Ray and Associates on February 4,
2016 January 12, 2017.
and
C4 -
SITE DEVELOPMENT PLAN
Benchmark and Datum:
NAVD88, Site Benchmark: Sanitary Manhole Top at
C S -
UTILITY PLAN
Northeastern Corner of Parcel
Elev = 549.35'
CC -
GRADING PLAN
EXISTING USE
C7 -
LANDSCAPING PLAN
Vacant Lot
C8 -
LIGHTING PLAN
WATERSHEDS
This site lies within the Powell Creek Watershed and does not Drain to a Public
C 9 -
WATER * SEWER F KO F I L ES
Water Supply Reservoir.
FLOOD ZONE
C I O -
WATER * DETAILS
T SEWER D ETA
According to the FEMA Flood Insurance Rate Map, effective
CI I -
S WM * OTHER DETAILS
date February 4, 2005 (Community Panel 51003C0140D),
in Zone AE 100-year flood
this property does not lie a
C 12 -
ADDITIONAL DETAILS
plain. SIGNATURE BL
GENERAL CONSTRUCTION NOTES
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. AIII 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.
5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary
in order to stabilize a drainage channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926).
GENERAL WATER AND SEINER NOTES
1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of
the work.
2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on
his own initiative locate all underground lines and structures as necessary.
3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority.
4. Datum for all elevations shown in National Geodetic Survey,
5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001).
6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and
water lines, etc.
7. All water and sewer appurtenances are to be located outside of roadside ditches.
8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line.
9. Trees are not permitted in the ACSA easement.
10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water
Act).
NOTE:
1. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority.
CURRENT DEVELOPMENT PLANNER
RRENT DEVELOPME
ENGINEER
ALBEMARLE COUNTY ENGINEER
ARCHIT`rzC'JURAL REVIEW BOARD
FIL OFFICIAL
STEEP SLOPES
Managed slopes on this site are shown on
Sheet C3.
BUILDING HEIGHT
& SF
Maximum Height: 65 Feet
Proposed Height: 3 Stories or 38.15 Feet
Building Square Feet 1st Floor: 14,440 SF
Building Square Feet 2nd Floor: 15,327 SF
Building Square Feet 3rd Floor: 15,327 SF
Total Square Feet of Building: 45,094 SF
SETBACKS
As Per PD-MC Code of Development
0-10 from edge of sidewalk per C.O.D. Table B
PARKING SCHEDULE
Required: 1 Space per Hotel Room
81 Rooms x 1 Space Room = 81
Spaces
f
Total Required Parking:
81 Spaces
(Including 4 HC Spaces)
Total Spaces Provided:
81 Spaces
(Including 4 HC Spaces)
FIRE CODE REQUIREMENT
Knox Box Required, Contact Albemarle County
Fire Marshal Office For Location.
IMPERVIOUS AREA
SCHEDULE
EXISTING Area
%
Impervious/Ex Road 13,940 SF
16.24%
Open space 71,876 SF
83.76%
Total= 85,816 SF
(1.97 ac.)
PROPOSED Area
%
New Building 15,327 SF
17.9%
New Road 47,445 SF
55.3%
New Sidewalk 3,409 SF
3.9%
Open Space 19,635 SF
22.9%
Total= 85,816 SF
(1.97 ac.)
Total Impervious Area = 66,181 SF
(77.1%)
PROPOSED IMPROVEMENTS FOR T.M. 32-41D6
EXISTING Area
%
Impervious/Ex Road 2,467 SF
2.9%
Open space 81,168 SF
97.1%
Total= 83,635 SF
(1.92 oc.)
PROPOSED Area
%
New Building 0 SF
0%
New Sidewalk 216 SF
0.3%
New Concrete Pad 680 SF
0.8%
New Road 7,192 SF
8.6%
Open Space 73,080 SF
87.47.
Total= 83,635 SF
(1.92 ac.)
Total Impervious Area = 10,555 SF
(12.62%)
TRIP GENERATION
AM
PM
Use Description
ITE
Qty
in
out
Total
in
out
Total
Hotel
1 310
186 rooms
27
23
50
30
22
52
Total
27
11
50
30
22
52
MECHANICAL EQUIPMENT NOTE
Visibility of all mechanical equipment from the Entrance
Corridor shall be eliminated.
OCK
BUILDING (OFFICIAL� '
v
ALBEMARLE COUNTY SERVICE AUTHORITY
(�64_ � q0U___
VIRDEPARTMENT OF TRANSPORATION
DATE
L)JUS LS P>
7>c. 4-183
� 1�7
tD
Htflyme ad Town QnWr Arm C
July 25, UO3
TAX X" 32 pamds 41D, 43A, 44, 4$, 46
37.1 Ass
Pursuant to $ection 33.3 ordw Albemarle County Code (the "Ccade7). tb* ownw,4 oT
ttreir duly authorized agents, Irby volunUrily praffe' theconditions listed below which
",only by apptlex elrt Its,specifically s+ek Fbilh horain to the aces identiificd as ve nal
Service. Am C on the Applfca#ioa Mu, (dofinetd bnlQwj c�ntpriaiag all or .Boma gf tW BbQve
refarec :ed tax map l"� (t*Trop'erwy -
Theses crond*na axle prufferod as part of the requested zoning awl it is aid that: 1) the
rczoning hsdf gives rise to the need for the conditions; and 2) suh conditions have a
reasonable rotation to the ruing rcquwtt
1. Uevelopmew snail be in general accoord with the Application Mai entitled Rezoning
ApplieatlouPtw for H,oltymend Town Center R ftioW Saetvice Area C, (Sheets A-1, A-
2. only), prep"' h'yDivtrine sneering c StuveRYW& Pam, rer+riaed, teat tovised, July
7, 2043. (" Appf+ n Flad"). The at� Ofdeve)Wiitotit c l f*00 aft,
niij&.eletueaata wiffilri the. ?xaperty eSseoiial, to tht desi&Uafthe &vetopmerat :sW be in
gemrw acWc rd with th>. Black Exhibit, the Code ofDoY49p nt's Narrative, acid thb
Code'of Daydopuct's tables and appendices act forth in allwhcd A.pplWoti.
Boalrlet, Mocked `TlgllytmadTown Center, Appl catiottDook ,, T.,i+%M-20( 0.'
The Owners have pr%W4 as gnat of their rezoning applicatiolk a number ofc oncepttw
plans and illustration's for vari6us purposes, but principally to providc juvdIAcatloa fbjr ttw..
rezoning Wtiona, A. are w4da UnItss-op
ec llY re r i v thegv proffer, ell
plans and ftsti'ait ons auitmitted part Iof Apl,llc 's miquuag applic on, crtW than
tile, A.ppkation Flan as dofinegl a ay% shall be deed illustrative; only, and such plants
nail illu sbcataoris fall nit ba dew prcii cra. The Owners reserve time rink to
recoiifi�uCe the< u1 btoctt i>;npco�ns, pob�i gfbu'ttd.nsgs, parking ae� drivef
ai;�les Bari drivt�,tlutnrgb tvin4to°at, fe�ture� ;$s ehowa on the A,gpliceaionFtan in ocdnr
to: i} comply with cctnditearts uapoap�d bypae1 tJse Frmits; arfld ri) assure rpmpliance
with AItB ie;+rRireffienta i and pavtda all rcessa stagrattc margemont and
I+dp's as n WY.
2, Ttie Owners of Area C, as wn an tip Application plain (tlrs "Ownee') shall: sauce
le�tiotu rd t ioll�mdrq road im provementitha.t 04 be roach conkWted to VII r
standrt s wad either kt e.'a tQd i' Vl? x or tie brr'aded`far "VIA "Vs wAptaac# as,
fezllow;
A- Coramcdou off T.finbe rwood Boulevard, as dgictedon this Applicatioe Plan
and fttrtlrer (10s. Wows, i) from the intera,ectiozr,at US Route, 29 to a' new
tern finis within l€ollym�ead Texv►rzi Center that slaovf+zt at tlzQ gaensiurt,ofthe
?d1!1;ArQ 1-Wo ;E't1 A=0juent E.
laoltymead TQwa meter Area C
The road Improvmenta ilstW in proofjr 24, Wk 2D, 2B and 2F above *Wl
( In titfCt4�, iA $GeQ[dBitC�O Yfit� I48d. ply s tbtttitted by tho Ow='snd
approved by VcT, All of the folmprravts shall be ii) cor>ded ttt:
VDOT design Awdarda pumnuit to deteiled.plaw agreW to boWow tho
Applicat and VDOT, and ii) wqWA t?y VIDOT for pubk use or bomlod for
}O'l'a ac ptttgcx as a Condition for' _ ; otimy,0004,1314 oi'c"up4aq
1tlt,flercatiaq'(ins nseclian or cauteide esSO
xrsg Favnt}. type o£
existrn ( , eubara v�L rural), add Scomeofall l p sl it be ;
t gti'ued by YI]6 T devgn tandr . and d tiled please ttt' by theowmr
mad aMMved , VDO ,
3. All, road ilmprgvets»ts listed in pmffcr 2 above abaft be subow'tisat.ly, wmple od prior to
U i'Wuan" Ofttm is -A Qf t7o aF 4Y in Arv& C, nokr►!itttatanding -dw
fQrsgvmg. tlu ,toad deaarib�d ,ia praa$ 2. nbovr+ 9b ll bo nark W if the Ow mr
bas submti* ill fX all dill l iriaview by VDQ'T; arilatihou it
sucHimpsovcandrt#s ace'trot y oamptet by`tlia iasrsancsi o Ce cs#e a >?
for Areai'1C, wWad bond lens tv= wppliied to satiafy all s t[r aamplete such:
imprmtera nt In csAsardatico whit pirilna approved by VD f M substan lly oomph for
thi s after petit%rta 4ltsll mean aapprove+d �baae gi�+rel Beach and surreal,
trrtemrfarei and ne ors :it, ( v 4W Br ett insprove s air4d
sa:tiafasc:tc�gccumpl ion,pfrpeai ovum resluiredforpubfic:safkty,scrod
slgnaliza#ion; but shall Wt ladudo SW aWYatQd 4ganis whizh am aubj6u to testing and
syr►Ghcoauz�i4n a d to V OT iagoc iQa. All pro fires to > e t impr`Qvowents
contafarecl inpraffec 2 ao -dV : t�m qs.; cot diticx d upoa'YY OT',s appmyal o£an
thin runbexvroodBoulevard:iujter avn withRotAo29 as oA
t7pr
scatt l'lnit ' a Qwnal alaalt aub+ it to VDOT plans for h rtmeut `watt n 3Q -of the rev and shall diligts #y p ►c such apptvvala
from VDT,
4. Upcvo requeat of the County, the Own r shall G+oru tac 310,M7.00 lei the Cotirity or
VDOT for the purpom sitRinding a x4ojW, transportadon, study for tilt/ Monde 29
CQaaldatr. The $10,000.00 cooh a6ati "I be made within ,3i days after requested by
the uttY. a$sr the first flaal Bata ptart scabdvisi.Qn plat is alpproved: in Area; C and, if
r vt cgcfldcd f+ r essQli yurpvseg with thrrce.ysrers$oin the date tho fice
euds n
ctrratsibuted�' tirade aril b t+a6uncd ttta the ter,
S. Tbo CWr shall contributa vw't00.00
paupose of A=ding cooW lrgpcovm
w##U01M "ll be. paid as fr�llQV": $ '
LA approvod W Area C; tine reminder of
of the a sitimcm,a ;stf tic upapxcy Is
shall b� lia�d tlLo
first f aatp p�ra: sir au+�su P.
final stcr' plan ux suladiriaian putt thn tat
3
toQ `Motel contribution") to do County for the
crated to the Hollymead Town Qom. The
64(),04. 11 be co utQcl. to* CW*
of sarbdivision play tat g dwelling units
)sera patiun shall be paid +an at, pro rda'basis
4 for each dwelliar4 unit; they pro rasa
n' ,
a�" dwell as unito atnrvad as l of t
ve yearn aiier tip dam of spptoyd of tho first
ow ibwon Vint beets mlllp paid„ tbo tW
n
ZIVL J1--420 AUardtawnt Fi
Flgllyraw Town Cater Area C
VOOT �a x*W *r4vvmc* prodwt of A�ort:Road, this wilt 1� � .
c QImmut%on to Airport Road from � 29 � pr'oioly proftod,:a PNI of
A,-94-os. 'fhs wed *r0ventants shall "do twe �WW Ian in
Crii 6.-�ion with the Improvements dearigaed for TM 32 Parcels.4IDI ad 41A to
the fird dual lane rouWabout.4t. occios road B &ud Wad Woof dW lc$
Wes, one thrulwo and o" continuataa Wit. hum tang from the roundabout at
ACA;Ws r0413 to t" kox Ilan with liaettu 29, &out ill iou dabuut at ncca vs
road ms two lasection shall he c instrue d tothe VDQT odartdon, with
a4dditii6tial turn hum at intersections leered to Area C pursuant to road pl=
app uved by'the Virginia Ilapartment of Traaspmztation ("VD(M) and the
Co" as past of the Area C nits plant.
E. o n of dual left turn lams at the interseWon of Route 29: and
Timberwaod EcsulevarcL,, from north�aound Route 29 into Timberwood Boulevard,
Tho tum lane and taper lens will be deterouncA with final road plena to be
rMewred and approved by V'lW.
C, Sipalization at. Timberwood Ilqular and and Rquite 29 eball include
recanuatlmr at the, Fop* Lakes SMbdivlsion entrance l ocAdon, as sclmcdttle d In
d4ordir4ioo .with VDOT All to i wive to shall be sited at the
intersect ou of'Route 29 and T%mborwood l3Qulevard, as apprtrveetl by VDM-
existing intersection vxitWg p Lakes "I be rvdQ strudc to maintain
the dual left lanes, the candwous ri. turn lane and add,a t agh. lane &cwrding
to the final designs in the prMous pwv8rapb.
D. IU Owner prof m to d"cnty-farad and conatruet a third through lane on,
Ran 2p(c�n�iatirtg of lame wi�r, �shoutdar ens! iinprsavezia#s�.
norm Mind fixmot the entrniticc rw(t (Tic abeawood Bout' at the 3'ro y'g
Notitern bowl . The Ctw= also will "cat laud or cau8a to bedadkated
aw c usftud— i) a rosdieU943 throughluny: ail#` # to the Southern boundary of
Area C, u)'a taper lane consisting o i!O toot taper beginning at the Southern
WWK'ary and RWte 29 (In " WVP4 WCU a its QQt ae oiled and their pmars
a egted), and iti) H continuous right turn lariat starting at thn right-itt At the
NWAwn boundary of TM' 32 Far;t 41A to the right4n at the Southelrn
cif Area C.
Z C rs of ow *WWgj* waftKw right turn WOrthbound Inns
It ► feet iaA of Tirnt wsrod Bolevar l ,At the location of dire beamnInS of tea
turn' end leper of Werth Crosaing.4 d Route 29, and, tewIinatihs 4 Tiniberwbod
led,
F. Aw,.,m RoW C, bawven Amw X owl its Wasecdon, with, Timbawood wilt ba
built or bondod bdDpo thei iaa wo oru fast ertificate, of occupanaty vtithin
Area B. if bonded, t>2e trrad will Err : uctlad.faccopua= b]f VD0T wide,
ens year atFthe first certi6caae ofas.�tpaay.
2
fA-01-020 A#Aebment E
Hodymead TQYm Center Area C
ahcll contribute the unpaid balance vvici>iti 30 days. uputr dw request of the County. Ifthe
fund is not exlmcts twlthlsi 10y the date.tlie last e4ntributian is madq such
uwp=W Rinds shall be rcj dad. to dw Owner.
6. Upon th® request af,tbo Courrty, for any parcel used for min-xesiden" purposes in the;
pordon t is ettrri<tsitly zoned Light frid r brat will be rezonen tp VDMC t40 Owtw
shall petition for e0mod to a Comae rus uW'ty Dwelaspnum* ,AA� VCT7, )
established ,pub to S� 15,2-5152, cit seq. of this Codes off ("COft-) to be
created for ih# pugoo Of,fftnawin , fund►* planatirtg, atmlieWa wnstructing,
r=MWjM& enlarging, extending or =11ftmgn29 ad t
impme;wrzts associated the with, which shall lnclu but may not be limited to
impt a teuk8 to Route: 29 front the South Fork of'the Rlvanna, -Aives to Airport Ro4 the
We*os ORMSeRoead as depicted oatho 1'+ *i X?Is% to tW South and aprom tho.
Nvcr to cannot to Bariar asr Drive,
Sutaa AUQd "as of t:hw25°i dray of Xu y 2003, Post Office Land Trust
` l By:
Chi Trustee Sbirley L. F1' r, T'ra e_e
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Sheet No.
C2 OF 12
File No.
16.052
r \I �j I 'JL
',IVER
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BRICK 4
BLocK BUILDItd - I lY j`` __---- - --- --- -_
(TARGET) GLome I ` 1 : ti I T.M. 32-4 1 DG / _ _ - 1 _ a47.70
OWNER: HOLLYMEAD CORNER LLC / -
{' D. B. 3098�1 G4TC
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D.B. 29 1 G-2.G THRU 29 (PLAT)
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INV IN=541.74 - INV. IN=542.0 rOP=549.35 T =22.01' /
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OFFSITE IMPROVEMENTS PERMITED BY:
D.B. 5140/P. G. 603- 607
TO INCLUDE:
DUMPSTER PADS(x2), SIDEWALK, LIGHT FIXTURE,
PRAGUE VIBURNUM TREE(x5), ALLEE ELM TREE(x1).
PSTER PAD
NOTE: Visibility of all mechanical equipment from
the Entrance Corridor shall be eliminated.
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D.B. 5140/P.G. 603-607 \ COMMERCIAL WATER LINES AND FIRE LINES. ~' z
TO INCLUDE: �♦ °� v w
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Sheet No.
20 0 20 40 60 C5 OF 12
Scale: t"=20' OL,File No.
Al 4�. 16.052
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SEE PLANS FOR EXACT LAYOUT. SPACE
PLANTS AS SPECIFIED IN PLANT LIST
OR AS SHOWN. ADJUST SPACING AS
NECESSARY OR AS DIRECTED BY
LANDSCAPE ARCHITECT.
MULCH 2" DEEP
IMMEDIATELY AFTER
PLANTING AND WATER
THOROUGHLY.
PLANTING PIT.
PREPARED SOIL FOR SHRUBS
SOIL SURFACE —
ROUGHENED
TO BIND NEW SOIL
0
SET SHRUB PLUMB. TOP OF
ROOTBALL SHALL NOT BE MORE
THAN I" ABOVE FINISHED GRADE
REMOVE BURLAP FROM
TOP 1/3 OF ROOTBALL
3" TALL WATERING
BERM
FINISHED GRADE
SET TRUNK PLUMB. SEE
PLANS FOR EXACT
LAYOUT AND SPACING.
ARBOR TIES, OR SIMILAR
1-112" SQ. OAK STAKES
SET 180 DEGREES
APART
FINISHED GRADE
APPLY 2" OF WOOD CHIPS
AFTER PLANTING AND
WATER THOROUGHLY
4" COMPACTED EARTH
WA TERI NG BERM
EXISTING GRADE
PLANTING PIT. SEE SPECS
FOR EXACT REQUIREMENTS,
PLANTING SOIL, AND
PLANTING SOIL AMENDMENTS.
REMOVE BURLAP &
STRING FROM TOP 1/3
OF ROOT BALL
i
PROPOSED LANDSCAPE SCHEDULE
Plant
Symbol
Planting Type
Botanical Name
Common Name
Min.
Cal.
Quantity
Canopy
SF
Total
Canopy SF
r/Heig
•
Large Deciduous Tree
Platanus occidentalis
Sycamore
2.5"
11
1253
13783
Large Deciduous Tree
Ulmus parvifolia 'Allee'
Allee Elm
2.5"
8
366
2928
Medium Deciduous Tree
Sassafras albidum
Common
2.5"
5
197
985
Sassafras
Ornamental Tree
Amelancier x
grandiflora
Serviceberry
6'-7'
6
130
780
Ornamental Tree
Cercis conadensis
Eastern RedBud
6'-73
10
124
1240
*�
Evergreen Tree
g
X Cupressocyporis
laylandii
Leyland Cypress
Y YP
5'-6'
3
23
69
C
Broadleaved Evergreen
Ilex x meserveae
"Blue
Blue Princess
24" Ht.
28
23
644
Shrub
Princess"
Holly
Broadleaved Evergreen
Taxus baccato
English Speading
24" Ht.
28
0
0
Shrub
Repandens
Yew
`,11Y�
Broadleaved Evergreen
Viburnum pragense ,
"Decker"
Prague Viburnum
„
24 Ht.
24
44
1056
i
Shrub
f��o is
r�
Deciduous Shrub
Itea virginica ;Henrys
Virginia Sweetspire
24" Ht.
42
10
420
c,
Garnet
S l=
Deciduous Shrub
Forsythia x intermedia
Forsythia
(Lynwood)
24" Ht.
20
16
320
Broadleaved Evergreen
Ilex glabra "Nigro"
"Nigro" Inkberry
24„ Ht.
35
23
805
Shrub
Holly
=
Evergreen Shrub
Abelia x grandiflora
"Compacta"
Compact Glossy
24" Ht.
20
14
280
Abelia
uIx
Perennial
intermed
mediagrosso
Lavender
24-30" Ht.
10
Perennial
Pennisetum
alopescuriodes
Fountain Grass
3—gal
39
TOTAL
23310
SF:
T.M. 32-41 D6 PROPOSED LANDSCAPE SCHEDULE IN EASEMENT
Plant
Symbol
Planting Type
Botanical Name
Common Name
Min.
Cal.r/Heig
Quantit
Canop
SIF
Tota
Canol
p
y
y
S
F
y
G
Large Deciduous Tree
Ulmus parvifolia 'Allee'
Allee Elm
2.5"
1
366
366
r�
Broadleaved Evergreen
Viburnum pragense
"Decker"
Prague Viburnum
24" Ht.
5
44
220
x �a
Shrub
TOTAL
580
SF:
LANDSCAPING REQUIRED:
SITE REQUIREMENT: 10% CANOPY REQUIRED.
SITE AREA 85,811 SF x 10% = 8,581 SF
CANOPY PROVIDED: 23,310 SF
INTERIOR ROADS: LARGE SHADE TREES (2.5" CAL.) — 40' O.C. PARALLEL TO ROAD
605 LF/40 = 16
PROVIDED: 17 LARGE SHADE TREES
PARKING AREA: LARGE SHADE TREES (2.5" CAL.) — 40' O.C. TO ALIGN PERIMETER
81 PARKING SPACES (81 / 10 = 8.1). 9 SHADE TREES REQUIRED
PPROVID 17 LARGE SHADE TREES
SCREENING SHRUBS — AS NECESSARY TO MINIMIZE APPEARANCE OF PARKING
PARKING LANDSCAPE: 5% OF PARKING PAVED AREA. 35,177 SF X .05 = 1,758.85 SF
PROVIDED: 6,177 SF OF LANDSCAPED AREA, INCLUDED PLANTING STRIPS ALONG
TRAVELWAYS DUE TO LIMITED SITE AREA
NOTES:
1. Contractor to apply 4' diameter by 2-5" wood chips bedding around all proposed trees, and mulch
bedding around shrubs. All other landscaped areas shall be sodded.
2. 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.
3. All landscaping and screening shall be maintained in a healthy condition by the current owner or
property owners' association and replaced when necessary. Replacement material shall comply with the
approved landscape plan.
4. All new planting shown on the plan will be completed with the hotel project.
5. Existing trees — Bojangles offsite landscaping. A development agreement recorded in DB 4826 PG 333
allowed the construction of travelways/roads shown on TMP 32-41D5. 9 Pin Oak 'Green Pillar' planted on
the adjacent drive during Bojangle construction. Any tree killed during construction shall be replaced with
2.5" Large Canopy Tree. A pin oak will be removed and replaced with 2.5" pin oak "Green Pillar" because
of additional ACSA utility requests.
6. Existing trees — Hollymead Town Center Regional Service Area B (SDP 200300081)(Approved
2004-06-25). Screening behind Target Shopping Center to be preserved. Planting includes 9 red maples,
9 american holly, 5 riverbirch, 3 layland cypress. Trees will provide shade along access road. Any tree
severely damaged during construction shall be replaced with 2.5" cal. of the some tree type that was
damaged.
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v UNDISTURBED SOIL TWO TIMES
BALL DIA. (MIN) Sheet No.
SHRUB PLANTING DETAIL (a)TREE PLANTING DETAIL C7
C7 Not To Scale C7 Not To Scale File No.
XII . ► 1.. .I.
1 "=20'
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16.052
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Schedule
Symbol
Label
Quantity
Manufactur
Catalog
Description
Lamp
Number
Filename
Lumens Per
Light Loss
Wattage
er
Number
Lamps
Lamp
Factor
6
PHILIPS
ECF-S-
ECOFORM AREA LED ECF
LED
1
ECF-S-32L-
5522.5
1
55.7
GARDCO
32L-
530-NW-
ABSOLUTE
530-NW-
G2-AFR.IES
A
G2-AFR
B
5
PHILIPS
161-92L-
161 LED Sconce, 92
LED
1
-92L-8O0
27301
1
243.3
GARDCO
800-NW-
LEDs, T2 OPTICS, 4000K
-N
W-NW-2.IES
G2-2
4
PHILIPS
SFC-5R-
SLENDERFORM CANOPY,
LED
1
SFC-5R-48L
12029
1
103.8
C
GARDCO
48L-700-
48 LED's, 4000K CCT,
-700-NW-G2
NW-G2
TYPE 5R OPTIC,
EXTERNAL LENS NO
ies
STATISTICS
Description Symbol Avg Max Min Max/Min Avg/Min
Site Area + 1.9 fe 18.7 fc 0.0 fe N / A N / A
NOTE:
1. All pole mount fixtures shall be mounted at a total height of 20' from the finished grade which includes the pole base.
2. All wall mounted fixtures shall be mounted at a height of 12'.
3. 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.
4. New free-standing pole mounted light fixtures (and poles), and new wall mounted fixtures shall be a dark bronze finish.
Philips Gardco LED wall sconce 161 offers distinction
Arolect:
through its styling, powerful optical design, array
Location:
of distributions, and impressive Selection of control
Cat No:
possibilities. Designed to compliment the 121, this
lurninaire is the large and extended version of the
Type
121, providing performance capability up to that
Quantity:
of a 40OW metal halide luminaire, white using
considerably less energy.
Notes:
c &us
LISTED
Ordering guide
Number
Drive
LED Color
Dimming
Luminaire
of LEDs
Current
Distributions
Voltage
Control"
Electrical
Options
Finish
161
=
=
(Generation
!�
El
=
=
cos
}
.. !
161
46L' Y
600
NW-G2
2
120 T
DO
Fusing
WS
Textured
LED veal[ sconce
46 LEDs
600mA
Neutral White
IES Type 2
120V
0-10V Dimming Driver'
Surface mourn
Ft
BK Black
(I module)
4000K 70CRI
eonduil fe<sl
900
900mA
Genration2
3
IESType3
208
208V
DCC
DtlaKircuitcontfol'
Single
junction box
WH While
CW-G2
4
240
DZD z7z
347VAC)l
BZ Bronze
Cool'Jehite
IESType4
240V
DynaDimmer:
5100K. IO CRI
Automatic Profile
Fz
DGY Dark Gray
Genration 2
277
Dimming
Double
(208,1110,
MGY P4ediurnGray
92L
600
92LCDs
600mA
W W-G2
277v
C550
480VAC)-
(2mcdules)
kNannWhile
347
Safety 50%Dimming,
Customer specified
800
3000K, 70 CRI
347V
7 hours'I.>
F3
RAL Specify optional
800mA
Genration 2
Canadian
450
CM50
Double Pull
color or RAL
480V
fvledian SO'+ Dimming,
(208, 240,
(ex OGl GP or
UNV
8 hours`, `
480V•AC)%
OC-RAL7024)
120-211VAC
CE50
CC Custom color
HVu
Economy 50oDimrrnin;
(Must supply color
347-480VAC
9hours"'
chipforrequired
factory quote)
DA50
Alt Night 5"' Dimming' a;
Photoelectric Systems
PCB
Photocontrol Button rs
Infrared Motion
Response Systems
IMRI3
Integral with 03lens'21
1. Not available with Dimming Driver (Do) option. 4. Not available with 480V.
2. Not available (vith Dual Circuit Control (DCC) option- 5. Must specify specific input voltage,
3 Available in 120 -277V or UNV only
Accessories (order s€ paralc.ly)
FSIR-100 MR hand held programmer (For use with'IMR13' motion response when
field programming is required). If desired, only one is needed per job.
9-161-cut 11/J6 page 1 of 3
Ordering guide
Project:
Locatlom
Cat No:
Type:
city:
W A-UY)us Notes
Philips Gardco EcoForm LED luminaire combines economy with performance.
Capable Of delivering up to 20,000 lumens or more in a compact, low profile
housing, EcoForm offers a new level of customer value. EcoForm features an
innovative retrofit arm kit, simplifying site conversions to LED by eliminating the
need to drill additional holes in most existing poles. Integral control systems,
including motion response and wireless controls are available for further
energy savings during off peak hours.
example: ECF-APD-MRO-1-4-75LA-NW-120-NP-LF
Optical
Prefix
Controls
Mounting
System
Wattage
Voltage
Options
0-
E--�-
(Col�rTemp
(Finishes
ECF
-
1
2
530 mA
CW
120
BRP
TL Tool-Lessentryand
EoFoirn
Standard luminairc (leave blank)
Standard
Type 2
Cool White
12011
Bronze Paint
driver removal hardware
55LA-3253'
DIM
2
3
75LA-4853
5,700K
208
BLP
TB; Teimina(Btock
0 JOV Dimming
1_ti180
ype3
t00LA-64537OCR1
2D8V
81arcPaint
IS Internal5hield
gppi
(nominal)
Auto Profile Dinirning
2@9'O
4
700rnA
NW
240
IMP
LF' Line Fusing
70LA-3270
APD-MR01
2@90
Type 4
f•JeutralWhite
240V
White Paint
LFC7 Line Fusing for Canada
Auto ProfileDimmingand
3
5
105LA-4870
4,000K
277
NP
Motion Response Override
3tv90
Type 5
135LA-6470
70CRl
277V
Natural Paint
PC,Receptacle with Photocell
pole mounted motion sensor
3@120
105OrnA
(nominal)
347
OC
(Includes PCR5)
APD-MRF 1
3r120
WWs
347V
Optional Color
PCB' 7�' Photocell Button
105LA-321A'
APD'.vithMotion Response
Override luminairc sensor
4
160LA-481A
Warm White
480
Specify optional
PCR5�4 t0 Photocell Receptacle only
MRI"
4ra)90
215LA-641A
3,OOOK
480V
color or RAL
in connections
with 2 dunmg -
Motion Response at
Ws
70CRI
UNV
UN
(ex: CC LGP
(ex:
1U1 Photocell Receptacle only
50%low lurninaire sensor
Wall mount
(nominal)
120-21JV
or OC-RAL7024)
with dinmiing arid 2
MR501
including surface
50hz75
SC
auxiliary y connections
Motion Response at 50% low,
conduit rear
HVU
Special cotor
RAM Retrofit Airn Mount kit
pole mounted sensor
entrypeimitted
347 480V
Specify, must
supply color chip
PTF2u Pole Top Fitter
Wireless Controls (Remote
MA
50hZ/60hz
Requires factory
for 2 )4'-3" Tenon
wireless controller available
Mast Arm Fitter
quote.
PTF3" Pole rop Fitter
See p 2 for details)
(requires 2-318"
for 3" 3'h" Tenon
LLC2' < „"2 [ens for 8'
O.D. Mast Arm}
mounting heights
PTF411 Pole Top Fitter
LLC3' ' 93 lens for 9-20'
for 31/2"-4" Tenon
mounting heights
RPA'= Round Pole Adapter
LLC4'' #4 tens for
for 3"-3.9" O.D.
21-40' mounting heights
BD Bird Deterrent
(field installed only)
�. r-wauauie tit rzuv-ury vuuages unit' 5. t_oraact factory for teaci times on warm wnite.
(LJNV, 120, 20B, 240 8 277). 6. Nut configurable with Type 5 (5) Optics.
2 MR:SO anti APD-MR0 huninairos regttim ono motion 7. Not configurable with 120277V(UNV) Voltage.
sensor per pole, ordered separately. See page 2 for VGltage roust be spat Fled.
Accessories. Available in 120V or 277V only 8 Not conr-urabte with 480V (480) Voltage.
3. ECF-MRI requires outboarded sensor wnen used with 9 Works vnth 3-pin or 5-pin NEMA photocell/
terminal block (I B) Option, dimming device.
4. LLC2/LLC3rLLC4 wireless Controls are not 10. If ordered with DIM, APD, NMI, MR50, APD-MRI,
configurable with FC/PCB/PCR5/PCR7Options. APD-MRO, dimming will not be connected to NCMA
See pa-,e 6-7 tar more into. receptacle.
Ecol'orm_ECF_LED 03/16 pagetof8
Ordering guide
A
` SFC
�bw.x
11. works Vntn j-pm or �-prn NLMA pnotoceu7otmnung
device and auxiliary connectlons are not cunnected
for future use only).
Y).
12 Not configurable with 3C?7120 (1,�)120) r•4ounting,
13. No adaptor required for ,1 round poles
RP.As provided with Black Paint standard.
Project
Location:
Cat.No:
Type
quantity
IS C UL US quantityNuant
Philips Gardco StenderForrn SFC/SFCR garage and canopy luminaire features
high output LEDs and a sleek, yet powerful, low profile design. The thin 3" profile
combined with LED high output performance make StenderForm the ideal choice for
exterior ceiling mount and canopy applications. SlenderForm lurninaires also provide
LED solutions for parking garage applications requiring higher light levels, including
entrances, and for garage areas with high ceilings.
example: SFC-DD-5W-48L-700-NW-G2-UNV-MGY
Prefix
Controls
Distribution
LED
Count
Drive
Current
LED Color -
Generation
Voltage
Finish
MGY -
Options
E::=-
SFC
-
3
48L
250
NW-G2
120 I20V
MGY
F1 Single Fuse(120,277,347V)47
SlenderForm
Standard
Type III
48 LEDs
25OmA
Neutral White 4000K,
208 208V
Medium Gray
F2 Double Fuse (208.240, 27TV)15
Ceiling luminaire
Luminaire
SW
400
70CRI Generation 2
240 240'J
F3 Double Fuse (208, 240.48011)"
SFCR
DD
Type V,
400mA
W W-G2
277 277V
Canadian double pull
SlenderForm
0-10v
Wide
550
Warm White 3000K,
Ceiling [urninaire
Dimming-'
Distribution
570rnA
70CRI Generation 2
347 347V
DL Diffusing Lens (reduces
(recessed mounting)'
MR
5R
CW-G2
d80 480V
performance significantly)
Motion
TypeV,
700
700mA
Coolbyhite5700K,
UNV 120-277V
PCB ButtonPhotocontroi'.1
Response75
Rectangular
70CRI Generation 2
BX Bird Excluding ShroudG'
Distribution
900
900inA`
JB J-Box for Pendant Mounting='
CD
GL Glass Lens assembly
Concentrated
' -
Downlight
- --
-
1 SFCR recessed mount NOT available with 900MA. 4. Specify acu;al input voltage 7. For rigid and swivel pendant mount
MR. PCB, BX or JB. 5. Not available with SKI? recessed mount units. Pendants by others
2. Lurinaire includes 0-10V input wires for dimming 6. Shroud is for Pendant mount only. 12' (30.48crn)
control by a dimming system supplied by others. rninirnum pendant lets th required. Pendant by
3 Only av iilabl(� in 12D Through 277V olhois. Opt on L, instatle d in Ih( fieitl only,
Accessories LED Wattage and Lumen Vatues Standard SFC & SFCP luminaires
{order separalely)
FSIR-100s
MR hand held programmer
For use with'MR' motion
response when field
programming is required.
If desired, only one is
needed per job.
Order Code
LED
Qty
System
Current
(mA)
Color
Temp
(K)
Ave
System
Watts
(W)
3
5W
5R
co
Lumen
Output
Efficacy
(ImIW)
Lumen
Output
Efficacy
(lm/Vl)
Lumen
Output
Efficacy
(im/W)
Lumen
Output
Efficacy
(Im/W)
SFC or SFCR-48L-250-NW-G2
48
250
4000
38
4636
121
4804
125
4660
122
4656
122
SFC or SFCR-48L-400-NW-G2
48
400
4000
60
6932
116
7182
121
6968
117
6962
117
SFC or SFCR-48L-550-NW-G2
48
550
4000
82
9323
1 114
l 9660
119
9372
115
9364
115
SFC or SFCR-48L-700-NW-G2
48
700
14000
104
11609
1 112
1 12028
116
1 11670
112
r116591
112
SFC or SFCR-48L-900-NW-G2
48
900
4000
133
14184
107
1146961
111
1 14258
1 107
1142451
107
Note: Due to rapid and continuous advances in LED technology, LED luminaire data is subject to
change without notice and at the discretion of Philips. Lumen output by optic typewill vary sBbhtly.
See IES liles when avai[ab[e. All technical data is subject to change.
SlenderForm-SFC-LED 04/17 page 1 of 4
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Scale
1 "=20'
Sheet No.
C8 OF 12
File No.
16.052
560
555
550
545
540
535
53
FRAME & COVER
{SEE EIG• S-I-n,E)
STREET SURFACE OR
PION -PAVED AREA
`;LOPED Af
RUBBER COATED STEEL
31-0'
1,
MIN
STEP'S CAST IN PLACE -
PRECAST REINFORCED
CONCRETE SECTIONS
"0" RING SEALS _
_ IE" MAX
hfltllhlUhh ELEVATION
DIFFERENCE ACROSS M.H- 5"
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH GF FLOW CONCRETE--,
FILLETS
VARIEa
CHANNEL TO BE t
3l4 DIAINETLIN V.W
G4NTRIBJTINC
SEWER.
A iiLLETED INVERT FOR A SM00TH
° ,� 12"
TRANSJIION OF FLOW 6ETW N
INLET de DU71FT PIPE SHl1lk 3E
PROVIDED•
MIN. a" BEDDING
rldTE :
W/ NO, 013 STONE
1. BEDDING THICKNESS SHOWN
0 I YYN
�
i51 MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT
FOR THE SOIL CONDITIONS.
2_ THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED EIASES-
3- ALL JOINTS, LIFT HOLES, INLETS, OUTLETS
TO BE SEALED & GROUTED
INSIDE AND OUT,
TYPICAL MANHOLE
SECTION
SHOWING BRANCH
TIE-- N
N.T. 5
FIG. S-1-A
PLAN VIEW
D !
T_J 1
TYPICAL MANHOLE
1 SECTION DETAIL
C11 SCALE: N/A
w
L
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
1 1 BRANCH
I-.
12" •`
1 I
A -
R teea
Q 2„
1
FLEXIBLE CONNEC [ION NOTE
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
w BE CORED AND A FLEXIBLE
CONNECTION BOOT "
p INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S-1-B
TD- 27
NOTES
I GEPTH OF [LET IN) TO BE 310WH OH PLAYS.
0. ALL TI NF G STEEL AL! VE A NCI. CQVER
O ORON T. 311 Ft4
�I Dip o p� qR p� Hg
THIN OF-2q QR
OF 2".
1E65 9TV5G STM101v3 2q 2C.
ap. ,,��11,, R STECL TO BE CUT LIEM Of PILL
_ -
2. T "H' DNENSIO W fI gT
Ff N 3tf0 CN E DARfi3
IT T y
AiO
,jCRQNG
9PE[4NQQ BY 21,
:FfGFIEa DU THE PW�S YLL BE NEAS U IED
FRC4) THE N CAT GF THE dl"fF APE i0 'DIE
Il. CAST-V- PLALE CONCRETE 15 10 BE Q.A55 A3
TUP OF III STRUCTURE- PLAN %A' uwJdiDNS
t3'0o P31. PIiECAS! CONCRETE IS TO BE 4CC4 PS!
ARE IPYRUXNATE ONLY FOR ESTNATItA
PLTS'05ES kD THE ACTUAL U16ENSICNS SHALL
12. LEAUTH Of 24T (,) WILL, N EV Egg CASE. EE
BE LEIEIMF4J3 BY THE CUf9TRACT4R F FIEL
R Oy D
5NFMN PLAN ,
LN $
- -
Ti0Nd.
13. THIS STNVAR0 IS IAJIEIEEU FOR USE N G4RU
AIHEStccm
CI
J. W}EH SPEQFIEV 9N THE BLNiS T}£ INVERT IS T4
AND UJ17ER SITUATIONS WILT.
BE SNIPED N ACCOREM4CE WITH STANDARD ES-1.
THE COST OF FU - IND AND PLACING µy
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16. FOR FLAN 'VIEW OF rLET 9EE STANDARD 04.2A"
[y � ry� �� A1, P
4 & JUTITIE BOTTOM 4F Th'.0 STWQIVRe,
�' �
THE WYERF 9F T1E $IRUI:TLF+E SIU46. UE ST,AYEO
TAtH CENENTMCRTAR TO PREVENT STANOING OR
10. FOR CESCRPiCN A)4D LQCATKXI CIF OVAENSION L
P gqF�L{N�LON OF WATER. r, THE 9TRI,CALLIATAQRE. TTFRYL CDSj
SEE 5}LEFT 104.43.
ivC�EJE.'JTIALL 10 Tlf SHA m S TD BE WCLIDED
n' FOR NUNBER Of BN6 A-F 8ED1:1RED MD LENGTHS
SEE wCET 104,G4•
N ThE 80 PRICE FOR THE 5rRUCTQRE.
-•ttia[E'.ara CWII
S. STEPS ARE 10 UE PRUVIL)" FCH WAILS 5EE
SFAI'D/YlD ST-l.
'� QUANTITIES SHOWN ARE FOR LAWWW NLEIS OF
EALi TYPE. FOR INLETS OF GREATER DEP1113
Wl CN LON y $LOTS lLl W(3E NT5 SFHI WtN
PER FV4F WST BE ACED, THE LINT IY
S. THS LTD! MAY BE PRECAST UR CASF•N-RLA'CE.
C ei A T C PL T [NCR. C •4 S E.L 03 ACED O INTO T
aer
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I qW
♦ X a" SMOOTH D CLS AT MPROi ACErY R"
T4 F!"c PLACID W ALL HHTT
ENT ADJAC£ TO
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Sa. * e. IaB.
EV
T&J(TINC CONt.r?ETE TP PREVENT SETTLE LFJIT•
ABUTTING
LEU OF T BE
9 F R CE ALS AND
0 7 0I.MEHSiOR5 OF CURB SLOT SEAM
,
CECECII.•1��rp0W AND CAAIC.DDROOPPED CIIt1ER; CE ADIN
SIMOARD 7 01-34LFOai
6ETALEO S lAfCSBOTNAA�TQ _Z STEEL NOT'
0.
AJ.TECM 6 N.
9. 3' DVNETER WEEP HOLE IS TO 6EgELCCATEO TO
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N91.eyii.
V ANZED 31f II��
if RE
IEIIk"INU
QGQN NEMIKE
T
AAELtIG D.F!TA9.Y 70 THE OUI5IUC OFTHE
STTeAC7VRE.
IRRENEHIS TO BE.ADOEO
FOR EACH IDQWIDM rMT Of
DEPTH SHt VINO. OR SLOT LENGTH ILA
L
0-. Yda Conc tbl. St. -I ICU. YdI-Crwla L5a.5t"d
0.28
64 1-
0.28
1" 1 0.10 I7
a26
44 1 O. n IT
P Conn% (
Jofdl
i
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- Bsra H
B I "1,49
12" c•c
APPROXEMAIE CUW nTIFS FOR
N dKN V DEPTH C4_ET
SC+£UIX..E CF REINFUiCT+U 310EL
SEE HATE 17
T7PE
L
SEE T
H£gf EEL
STEEL
CGP N57E
01-
.Lin, Ft.
LtI.
Cu. Ydw
DAIS N
BPR9
R1
ems V
2AV1
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em
2.77
NV
REW
LEAIOITI
M
REVV.
LENVIH
FIO
RIJG;'0•
LENGTH
?PS
4'-0`
547
3.06
20C
8'-0'
606
3.38
d,AH41H-B
T-2"
N,SNi•O+II
Y-3"
A5
H•(V-4'9
SE"GIIUN IHKQUUH ELEYAI"N
STANDARD CURB DROP INLET sT�arGATDFN
F�FERENCE
121E - 24" PIPE: DEPTH (H) - 9' #Q 20' 253
g4.06 VIFI5r4A DEP81IMENT OF TRAJC•FORTATI414 UU
STANDARD CUEB DROP
(-6-INLET DEPTH 9 -20
C1 SCALE: N/A
h
TYPICAL MANHOLE
2 PLAN DETAIL
C11 SCALE: N/A
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE
WITH PART V. SECTION G OF THESE SPECIFICATIONS.
SET DOGHOUSE BASE EXISTING SANITARY
ON CONCRETE BLOCKS SERER PIPE
DOGHOUSE OPENING SHALL MIN. 12' CLEARANCE
BE PREFORMED BY - ^ BETWEEN EXISTING PIPE
MANUFACTURER OR "fa AND STONE BEDDING
SAW CUT TO FIT PIPE
OUTSIDE DIAMATER
PLUS B". ..
y..
12" THICK VDOT
k No. 68 STONE BEDDING
8"x8"xl6" AND 4"x8"x I6"
SOLID CONCRETE BLOCKS
CENTER WR � DOGHOUSE MANHOLE BASE
WALL (a EACH) I I III 1 1 11I III 1 1
MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING
BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE
NOSH PSI CCN4CRETE
ON FIGURE S-1-A OR
OR NON -SHRINKING GROUT
ALLOW CONCRETE
TO FLOW A MIN. V,RAP EXISTING PIPE WITH
1'-0- BEYOND BASE .° NEOPRENE GASKET MATERIAL
OF STRUCTURE BEFORE FILLING THE OPENING
NEOPRENE SECURED BY 2 NON-
1.`-
-CORROSIVE STRAPS, 1 ON
- EACH SIDE OF OPENING
i 12' MIN. CAST -IN PLACE
1*
3. GOO PSI CONCRETE BASE
FOUNDATION SECTION VIEW
, �11III III, ,� ,I I ,III III I I , III 11 1111 .11 ,,.I I III I„ I I ,I 11. I ,111
NOTES:
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
FLOW TO THE EXISTING PIPE.
2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE.
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH THESE SPECIFICATIONS.
TYPICAL MANHOLE BASE
SHOWING "DOGHOUSE" INSTALLATION
N. r,s
FIG. S-1-At
TD-26
WASTE ENCLOSURE
3 BOLLARD DETAIL
C11 SCALE- N/A
4-2A,15,2C _- -_ Ew6rdi9 DR PFtOPOSI'.R CA-Y. L211 'XZ'/i'i'/i" 7.-E
AC£NAA(. SEE NOTE 10 d'•8" LU E T
� EYPai-]ON JD47r `• BACK OF SIG£1vAlA( EXPAt45�Y dUINT ONLY. Nwxu • 3'-2"
4
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to MAx. l PLpr i VIEW 74' MAx L _ TIC' 2:.D•
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-VAAI L :_MAX. 20' I CALV: pP �o
2._I., 0• :T.. r
SURD If V. C612
F J " -
c7LVIA4LLB Ma 6 x 12- WARPED SECTION D=D
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1 j - I - - i a s' C'C g1ffBNE '`B.
B BARS E-1
3" ILAALTER , -..
a., -
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WEL u
WEEP HOLE
BARS E 0 L
HC'3)I
1
t0T
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S x a"
5Ee E 5
STUD $ HEAR
G
CONNECTOR
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FRONT ELEVATION TO G9LLAR
n
9EGRFJL:E f0 Y"
WHEN MET IS U�u SECTION E-E
'WIN WELIA NS.
r-a•' WARPED CUTTER
t• L ••I t+- L--•1 DAnS A-1 AfYAOA!;t) GUTTER
�., r.
I z r `♦1 1 ..
I FL01!f:- 'v H WEEPHOLE g• XX 1// 1 l L 259 X25i 'YIA4".
dN BARSA-1 SEE NOTE E{ OENt PLATES CAL A)u
,_ „1 1 _ _I 3 EI N t2• BXICi A ELCFE Cr
O'G ARPRCmN
- S SURFACE .c•{
FOR USE ON CRADES S UA?s TIT 41
F)1AI5 G 9 /t ypEIK �0N1py
DI-2C t" 'j .. VMS1. P b" G-C C _ fiEf qDz c 4L
TYPE A WAR
TYPE B
L. - �. �. J ; SUT�AGE
Ft�4w i 1 LOYC S7EP5 NOSE DETAILS
lF'vtol 7•J' "SEE NOTE 5 TYPE A NOSE OCTAL SHILL EIC U-SCO WITH C4-7 51ANDARD.
L _,I TYPE @ NOSE DETAIL 5MLL BE UEED WITH Cl-8 SVNOA.Q.
GPLVNYLED PLATE FUR ETAGEHA 7C0 W TH%jxON AAE
OF AW 49 MD 13 TO 0PGD "sTwFDR 15E wi acs SEGIUN A -A
BOTH Z*IiS TO BE SYMTRIGA4 FOR S7Er UETALS SEE 5Ta.QT-1. 91EA1( CQNli19TCH5 1TELUfO f0 hENT PLR,1[ AF Z'G'O_
ME
5i>ELT ,tiF aSTANDARD CURB DROP INLET
Y..,, 12" - 24" PIPE: MAXIMUM DEPTH (H) - 9' �oY
ID4AS VRq'4+IA CEPARTNE1At Or TKM9'LT1TATICN
STANDARD CURB DROP
7- INLET MAX DEPTH 9'
C11 SCALE: N/A
(N 12 3/4" (8 DIA HOLES
ON 32 3/4'• (9S4mrn) DIA )
BOLT CIRCLE. 2" (51rnrn LETTERS
T 0 ti O (RECESSED FLUSH)
ty
[25mm]
PIKFDLLE£SD
1 1/2"
[3Bnun]
-r T
O Q o
rT-
111 \S� W (2) CORED
PICKBARS
1 1/8" (29rnnl) DIA BOSS
27 I/2' DL4 1 1/2"
'� [699mm] ^I [38rnm]
zs I/a" Dw 7„
[667mm] ) [178mm] 1 1/2-
RID
I 26" DIA
-- 38min
oo0mrn
[ ]
0 24"' DW NEOPRENE GASKET L79ru n]
II,
I I [6C6mm]
C I 28 7/16' DIA FI 5/8=
fttt"" 722mm 23' ❑IA r
rn [ ] [i6mm]
1 1 1 [564rnnl]
-•n 36" Dw 25" Dw
JV [914mm] [635mrn]
FRAME SECTION U.U. OF GASKET GROOVE
SECTION
TYPICAL MANHOLE
4 FRAME & COVER DETAIL
C11 SCALE- N/A
TABLE OF QUANTITIES
Bo-2Ai92C
REINFORCING STEEL
TTPE
L
r
CJMCRETE
OAHS
A
0AR9
A^t
DAR9 8
OhT3
D•I
BMS
r
DN?S
E
BM9
F
WOGtiT
-CV .Y a.
Ik.
F -
Lin. T.
No.
I Ul-I, FL-
No.
Ln is
U. F_
v.
L,n. FL•91
LW
4
T •T•
s
1'•9•
{
x•4'
rv'^
Y:d"
I,
53
•
4
3'•a-
3
4'•3" Io a-e•
4
ro'• '
3
•4•`
3
ra^
84
b'
223
4
3'-2'•
5
T•0"
4
•--•
7
i'- "/"4-d'
0'•
3
Sg
E'
Z.51
i
3'-2"
B
9'•0"
A.
3bd'
11
{ 3" t� 4'-d•
5
2-O°
3
0'-tr'
}.b"
154
a-m
10'
2:79
4
Y-r'
a
4
316-
15
43•ta4'-e•
s
r-o^
3
-4"
3
}-s•'
1 tag
12'
3.05
f
Y-r'
4
3'-61
IG
4 3 to 4'-6•
5
T-0"
3.
V-5"
224
I4'
3.34
4
3' T
5
10'•a"
4
3 �5'
23
i 3" to 4'-d•
5
T•0"
3
12 >o"
3
1 d'7.'
75Q
Id'
3.df
a
-1-Y"
5
I!'•0"
4
]'.d"
27
{ 3 to 4'•4'
S
T.a"
3
H"Q"
3
P•6•
294
IFF
3.89
4
Y-T'
i
4
31• `41
4'-3" to 4'-G•
1
'•0"
}•"'
3
2D'
4 17
4
Y•T.
5
zv- "
0
4
s
5
T•D
a
a
r•5"
Jca
d'
2.24
4
Y-d"
5
r -a .
i
3'•d'
a
t 3 to 4'-d-
5
2-0"
8
2-
� 1"
- a
P-7"
1 15
255
4
8•Y'
Y-d"
q
V.S. in 4-d•
Is
2'-1'
5
-
so
14'
2.BZ
4
Y=T'
0
11-D'
4
3'-d"
T4
4 3 to 4'-d•
5
2-9"
a
a•1"
fi
EI.2C
1 ,
3.D9
4
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13'-0'
4
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2- '
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4
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S.66
4
• '
8
11A-Q'
4
3•4-
2B
i 3 io 4'•6"
2'•0"
a
7.1"
IN
3.23
a
Y-r•
5
19•-0°
4
3D
4 3• to 4'-e•
.S
2'-0"
a
w'I"
a
20'
4. O
-
5
2110•
i
•I�,y1��
34
i.. S" to +'-b"
I UEFiH OF DLEI D11 TO BE SHOWN ON FLAN-S
9. ALL WJNFQFT:INQ STEEL HALL HAVE A 21-
WIJMLM HEGHT = PIPE F1Ai T-8• NHEN PIPES
L4 JI" COV F '.
ER Q 1
ARE LL` IE 12
CA p UNDER EXTEmL'Ep SLOT OF tREi,
LE N51 IA H 1 IL UN ILL STANDARDS
T W FJ Y Av
2. THE SPECIFIED
SNECIF UN 7 S L tg £ ED
AM HE PLAN. E 6 ASLR
Y)- •V • STEEL ID COT CLEAR uF 2 r WASTE FIRMS
KC. C CL 1£ 2 CJ N S TO AfE}tWAYS LE
TA
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Ie dNC
7 f
F M THC I D OUT AL 1m "iHE
M
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F
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Au uprmir
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ALL LP. G., f
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CU � 0 AL ❑ 1' UTFS. OCAi L SON
LCT r[FtWq NAY VARY BY WJ.tF A91UtL°R.
Cr
ARDIPE AP
ARE TK OCTUAL AWECt1AN FCA SHALL BE TR L ED
041
APaa THE ACTUAL GR SHALL IN
1L UiD00N PLAICE CAST CTE R T4 BE O ITC At
13000 P515, PRECAST WNCRE;7B IS T4 BE
FRONg
N TIONS,
BY THE C6fN7RAC"(tA( FROU FIELD COI6/TG35.
4040 PSI.
I/ KN yJ Q
WHEN SPECF EO CN ThE PLA.4 T),C INVERT IS
t2, LENGTH DF GLQT !LI WILL,'-N EVENY CAS[, BE
..��T TERNV
1, TP BE N PWPEO ACCORDANCE WITH STAr tp
SMOKN 90 PLANS.
IS -A THE COST CF FVRFA$"W AND PLACM0 1Lt.
MATERIALS NCOENTAL I* THE SHMH4 IS TO BE
13. PHIS ir"ARO IS IWENARID FOR VSE IN CURB
�ouw MJ wAS.TE GRAHiS To WArERWA1T5Ho wAsTE GRINS TO wArERWRTS
UCLUCIE.D IN he BID PRICE FOR YWE STRuc%Ve.
fWaO CUTTER ATf1AY:[xi$ SALT.
DETAIL A
W THE EVENT THE 61YERf OF THE UUTF&I, iWE
W, SfnQARU CILCTS I4AY OF CUHSTHUCFLU MTH
4, SS HKI.ER THM THE BDTILIM OF 'TIE STRUC7tdsE.
TIE ZIYFRT OF -HIE STRUCTURE SHALL BE SHAPED
CIDNICHETE IILUCKS IN A:CICRUAiICE WITH THE
DETAILS ShVAN RC SIAWARD "MNG CI-1.0.
2'•e"
WIFH CENENI UORTAR -10 PHEYENT STWTU(iG UK
PCNDrIG OF WATER N THE 51RUCTLRE. THE DUST
M THS AREA VAY BE EARTHEN, N YTHD1 CASE
SEE
GETNL A
OF FUhTi61UNG AND PL.ACNC ALL, MATERIALS
jDN 1 KiT5 "ILL AFTLr CTLT 10
ME a
(-{
R40CENTAL TO THE SHAWT.0 IS IU BE IWLLEEO
Di
F
F
W THE Lq0 PR.CE FURTHE Suiucl HE.
-
10, CONCRETE i WIT TOUT SHOWN ARE FCR UEP IN
t/
ARE dE PETAJD3 F KHAN H IS 4'IT
IRO S'-2" WITHOUT PIPES- Tx£. ACAD
1 =
QA ORtiAFER. FOR 9ETAL5 5EE ST,VIOAAD 57-I
09fR ,
L BT ANTIT MUST
CST4, 4 LE ED TO
p,
THS ITETf MAY BE PlcCtii 4R CAST-N•PLACE
FBE
IFR
CBFrVdJ TRU 7JANTIOES, FOR FILETS OF
S Of
WFFERENi GEPT"HS ADO OR SusTRACr 0.23
aA21C YAF95 OF c.NCA914 FOR t;CH FOOT.
I"..
5. TF4 x d- 54OMYH DOWELS AT JPFR4NWAILL-f
-
5EE
R" C-C TO UE FtA.l�F IN ALL AfiEAS l4TJACIr..YT
IT. LENGTH OF AAICLE NUN AS SighN ON SHEET
.s OE7NL A
"GRATE
7. TO ADD JC CONCRETE TO PFIEVENT
SETTLUJLNT.
I OF 2 IS FU BE L It" AT 4.10 LNS ff-r,
A5" +
G
3• TAAWTE" WEEP FULE 10 BE LUCATED IQ
VT. 4f DENOTES LENOIH OF ONE M UAR.
I0G w 7 LO CAST IRON i-.
B. URAN SLUUASE V-ITEFUAL. KEEP ,IW. KITH
79. ALL IEINFOTCNG, BARS TO i£ TAG.
II`x12" FL SIIG WINDLt ARZ CLOTH f• NEEH
DLRLMCE Eft o.03r"5NUMBER IRE AA LESiiNF�Ww.EtRE
zM, wiER io NA�ra.TN THE LIMLEi° iN ATr WILL °NECT
SECTION F-F
CLOTH AMHUFC0 FIRI&T TO THE UUWUE
OF 1hE STRUGIULE.
EPEUFIEAIIBN
STANDARD CURB INLET %mt 2 Vi 2.
f$FEFEPU;E
DROP
1211-2411 PIPE. MAXIMUM DEPTH (H)1-91
23
REV 8A07
SO2
YMNA QEPARTNENT OF INPRIPRtTATKIN
la4 04
III
• n1i►iL" � 1 ..1 �i..��
i
� _
I
_
r1�,11�
i �ll�:
!•�
�,Inl lllrnh�w�l
4Y
,eI
r_
9+50
10+00
10+50
11+00
11 STORM SEWER PROFILE - B-1 TO ST-7
C11 SCALE: HORZ: 1"=20' VERT: 1"=10'
11 +50
12+00
560
555
550
545
540
535
0
12+5V
8 DROPDINRLDETCDETAIL
C11 SCALE: N/A
550
545
540
535
530
525
52
V@-1
CONCRETE SLAB
24" SQ. X 4" THICK
IRON COVER
."nT:rs �rc�u-Icu I (WISHED ASPHALT OR
DN PLANS) I CONCRETE PAVING.
AGGREGATE BASE
' - C IRON VALVE @QX, INSTALL PLUMB
4 I MD CENTERED OVER VALVE OPERATING
2 6 NUT.
3
TYPE H A '
EXTENSION
RAYTGE - 0
M. A
DIM. B
DUA. 1)
18"-24"
10.5"
14.5"
6,5"
24"-29'
15"
24-1
B.S,,
36'
B.5"
36"•60"
26"
30"
B,5"
o B {z" LONGER BOXES ARE MADE BY APOHNG EXTE"$IONS.
I
WATER VALVE
MAN-, WATER MATT WATER SEWER
T CAST IRON COVER
MECHANICAL JOINT CPA_Y CAST IRON
BUN
TYPE "AEI TYPE 1rpI1
(SCREW TYPE)
CONCRETE SLAB CAST IRON COVER
24" SO. R 4" i1iIGK
(WHEN SPECIFIED
FINISHED ASPHALT OR
X111
ON PLANS)
ICONCRETE PAVING.
AGGREGATE BASE
4
I
CASs IRON VALVE EItTX,INSTAI.L PLUMB
I
NILIVENTEREO OVER VALVE OPERATING
(J
-5
M$
"le' fP
EXTFJISION
RANGE - C
DIM, A
DIM.. B
DIM. 0
18" 24"
10.5"
15
6.5"
23"•29"
195E
13
24'-38"
15 5"
24.5
8 5"
36"•40'
15 5 E
20
B.S.,
20,2
36"•60"
26.5":
36'
8,5„
LONGER BOXES ARE MADE BY ADDING EXTEN$IT;r,s.
WATER MA I'
A,I
VALVE
WATER MAN APPROXIMATE ''AEIGHFS 6 FRAME 130 ± 8 LETS.
_ ' GOYdT 39 ± 2 LIPS 21•'.- 3•
MECI4ANICAL TUtd 169 _, 10 t65.
B
JOINT ONLY TYPE nH ru4seO V4" _.
L7
AS.,APPLI S '± iI`t
(SLIP TYPE) _
en ?: ❑ I J/4".
`Y�' WE@B WEW.
NOTE: TYPE 'IC"
1, CAST IRON SHALL CUWCRM TO ASTM A-413M CLASS 30S• SHEET I OF 2
VALVE BOX AND VALVE MANHOLE
WATER AND SANITARY SEWER FACILITIES
1406.U1 VIRGINIA DEPARTMENT OF TRANSPORTATION
NO TES:
CURB DROP INLET THROAT SECTION ' 5119 4E4iERA4 NOTEFt - PRECAST FDR NYDITIQF4A DETAILS.
44 BARS
103 8AR
-4 QAR3-
LCCAno" 4F HOLE, to
VARY ACCOROWO TO I've
Of 14LET COM41lucieD.-
2. COhK: ETE T9 E 4 9. PSI .. Y t A @ 40 7WNRAUM COMPRESSIVE STREIIC.M
STANDARD 1 -2 c
-
HAA(E A":A4VYCR
J. REI 9RC 5i N
TF EE AOCORDANCE 'd7TH ASTLI bi15 F R 4 C
NO
hd
RE9,fORC1•IC 9ARS.
4. REMOPCNC N ACCCRDMKE WITH ASTN A-185 FOR WELDED
Wfffi. umi.
.5. CIWENSIONS SHOWN ME MNMLM. ACTUAL OMECSX)hS IAAY
-
VARY )KITH WNFACTURER
....�
0. THIS U4T MAY BE USED tgTH Al STAN)AI1T 0-3 L Ill-4
C REI 9RQP 81E1I
SEC
7. EA7 H
,A�C� FACE' BLOCK SHALL OR MORE LOOP[[ 43
BB,EW(SUJaf CASF AS SRO TI-ESE LAY
SLLf+FII`ET�
2 TE 2 FOR
ALTERItATE
.
12LFT 011� FACE Sg1 IINCYHACE
pp��HA ��2 EP[DUFI&C
BJ PLACE Q,T (R BE
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MAN, OErAL.
I;F fFDE S H.
S j�
EALFA YR H ORPQL TSU 1
8. SIANIIARD $T-tSTEPS NOT REQUIRE D Y4 THS TOP UNIT,
FACE ULOCK
'- 2EE WILET 2 OF Z
FOR ALTERNATE DETAIL.
SEE AL re NOSE OCTAL,
SPLET 2 OF 2 -.I
RIB EARS -6 ON 8" CEMfRS. 2 N' I
ru :1Al :fT f1 .• '
:rs,
%1..9DM
B,MRS 9WIBAAS"BIBS if
4 VAR= WITH NAIA,FACTUM
TYPICAL. MINIMUM BAR REINFORCEMENT
II --ALL R6 CiskiE: W-a0 wooiw
I' Buis CG 4° CENTERS,
44 WS
W-20 W-2A
W.O w-20
LGCATICM OF HOLE FO
YAtF AGCCB(]}D 10 TYPE
CIF INLET CONSTRUCTED. w-11 r
STEEL IOF 2 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT
STANDARD PRECAST TOP UNITS
REY-V03 VIRGIN IA DEAAITNENT OF TRAISPORTATgN
f030a
B
mm
r
•
C:II A��I��
9+50
12 STORM SEWER P]
C11 SCALE: HORZ: 1"=20' VERT: 1"=1
Il�ii�l�]
C
550
545
540
535
530
525
0
STANDARD PRECAST
9 TOP UNIT DETAIL
C1 SCALE: N/A
555
550
545
540
53�
555
550
545
540
535
RECOMMENDED MINIMUM
HUGH'r CHART
APE
9ZE
PPE
0"
2-•"-
cis
g"
y } u
3 pXT' ..
05
Pi a
L5"
_
4•-D "
2 }'
•-
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r 7"
a z
O
s r11'/A"
'v 14"
12,
41.4...
ui I,.I
d
15"
4`• 71/4"
g
24"
5'-5"
}.,
5'4.,
t2'
414"
4
17,
4-7%4•
Vi'
4RTiA.
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9
L Ty®
21•
24"
5'-17,"
6'•d'
27"
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3(r
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3y.
8,-5- -
3 3 �
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a
42-
7-31/ .
48"
7'•19"
XV104 -
vm
105
233
3D2
WATER AND SAN SEWER
5 VALVE BOX DETAIL
C11 SCALE: N/A
JUNCTION BOXES. TRANSFORMER PADS, PEIJESTALS, ETC.
SHALL NOT 13E LOCATED- WITHIN THE RIfHf OF WA'I.
I 4^ I I I I � I f-
WATER SEWER
d o
a {
LOCATION QF OTHER UTILITIES
- tGAS, FL.ECTit1C, T�ERFDNE, CAHLE, cfCJ
Tri )r WIDTHS, WATER OR SEWER AtdLY LU' MINIMUM
U4
WATER 3. SEWER jp' Mjtrl4[M
x SEE PART 3. PARANb4401i! DI SEFARATYDN OF WATER IS SEWER SYSTEMS.
UT141TIES EROSSLPIC-i A 'WATER OR "EWER FArEI9E(Tr SHOUL 0 OF AT
VO" TO THE 2IGHT OF 'WAY.
UTILITY LOCATIONS EASEMENT tv"ADTHS
Fits
FIG. 4l-I
UTILITY LOCATIONS
10 & EASEMENT WIDTHS
C11 SCALE: N/A
RD2 RDl
-
r�}r
• ,'�
.....\
M
..
11 1
.1 it PINd,
13
- ROOF DRAIN PROFILE - RD1 TO EX4
C11 SCALE: HORZ: 1 =30 VERT: 1 =10
555
550
545
540
555
550
545
540
535
L'JLJA
�TTPKI
[tF�JL7fu p >4-183
�119
C.}�,
9+50 10+00 10+50 11+00 11+50 12+00
('1�4ROOF DRAIN PROFILE - RD3 TO C1
C11 SCALE: HORZ: 1"=30' VERT: 1 "=10'
PM•3
2" 1— 5"
p
2" R pC. 3' 4•
p,.. T R
p, p . • p.p' p' SURFACE
SEE
NOTE 4 N• �• • S.. p,
b • p.. �. BASE
e. . b:
SUBBASE
7.,
NOTES -
I. TH5 REV VAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 F CAST IN PLACE,
4000 ?Sir PRECAST.
3. CURB HAYING A RADIUS OF AID FEET OR LESS
(AL0140 FACE OF CURB) WILL BE PAD FOR AS
RADIAL CURB.
4. THE DEPTH OF CURB WAY BE REDUCED AS IAUCH AS 3'
(13" DEPTH) OR INCREASED AS MUCH AS S' US" DEPTH)
N ORDER THAT THE BOTTOM OF CLRB WILLII,,�� COINCDE
WITH THE TOP OF A COURSE OF THE PAVQENT SLESTRUCTLEE.
OTHERWISE THE DEPTH IS TO"BE 16' AS UiOWN.N0 ADJUSTMENT
IN THE PRICE ND IS TO BE MADE FOR A DECREASE OR NI
INCREASE IN DEPT
H.
5, OG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS
FOR 03-7 AS SHOWN IN APPENDIX A OF THE YDOT ROAD DESIGN
MANUAL.
5. eEN THIS STANDARDRAI�I{$T0 BE TETDD NTN� �pOSf�NG
fOOR THE�CHk1GE t STMpAf�S MMEEti AOWITWH
OPEN) M ULM
STANDARD 4" CURB
VTROIDA DEPARTLENT OF TRANSPORTATION
511MLA"
Nos
502
NOTES:
L THIS ITEM MAY BE PRECAST OR CAST IN PLACE
2. CONCRETE TO BE CLA55 A3 IF CAST IN RAGE,
4000 PSI IF PRECAST.
3, COMBINATION CURB k CUTTER HAYING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL
BE PAO FOR AS RADIAL COMBINATION CURB &
GUTTER.
4. FUR USE WITH STABILIZED OPEWGRADED
DRANA(E LAYER, THE BOTTOM OF THE CURB
AND CUTTER BE CONSTRUCTED PARALLEL
TO THE SLOP SUBBASE COLRSES
AND TO THE DEPTH OF TIE PAYEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF
CG•6 15 BASED CN ROADWAY CLASSFICANON
AND DESIGN SPEED AS SHOWN IN APPEIFAX A
OF THE VDOT ROAD DESIGN MANUAL.
--• v --o ---
THS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
THE BOTTOM OF THE CURB HID
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE CG_RSES PROVCED A
MI4MUM DEPTH OF 7"
5 MANTANED.
"°'p " COMBINATION 6" CURB & GUTTER
5015 REV. 9/06
YIRGNIA DEPARTMENT OF TRAMPURTATION
2DI.03
GENERAL NOTES;
L THE L£IECIAILE WARMC SHALL DE WROYL"ED Of TRLNCAILD DWfS.
2, UEFECIABL9 WARf4NG 10 BE CLASS 6.3 CONCRETE (CLASS A•4 F PRECAST)
YBTM SCIS HESISIAUT NN7E[AAL sURF44K CDYEftid THE FULL WbIli of THE
RAPP FLOOR BY 2 FOOT 4N ttENOTH 04 JK DWTECTION OF PEDESTRtM
TRAVEL, OnIER TYPES CIF MATERIX WITH TIE TRUNCATED 001 ES DETECTABLE
WATiMM MAY 12L USED VAIN Tiff FPPROYPL CI' T1E ENUNLER.
J. FFLLOOM OR ICES USNG Of PEER31111SSSSIDI.EE MAYUNSTR$i. CON J IT'LWIITTHH RECLwiTIREDE BARS.
4. F" RAMP FLWR a PW(!AST.HWES )1113E W PROYPED FCR 4UWEL BARS SO
THAT AQ"NNQ FLAW-U SIDES CAN BE CAST it PLATE AFTER nACEMENT CF
PRECAST RoWP FLOOR. FFECI:ST CONCRETE SHALL BE CLASS A-4.
D. nEmi ED BARS AFL t0 DE H0.5 X 8' PLACED I,ce :R TD amrER x-ot4Q
BOTH SAES OF Tfi i RAW FLOW,) LTD -DEPTH OF R.WP FLOCa4. FW,M?A
COKREI��ETL��TTCOVER IY¢',
6, ARSE 44KFLL4ED NPAtkITEN7�F�GA GL I CTK*45um A TER. CURB Ra1FS
7 BYYTTHEEEmwC R.TTHEY LAOCA O BE [ RQYDFD AtTHE
INIT PLANS
ERSL CCTIGMS WH, yr �
AN ACCEaSIDLE ROOM 'AATLINI TIME FOO41T CF WAY OF A IVA ONA.Y FACL"Y
CROSSES A EURB R£GAFTiLEGa OF NFETiER SOENYI4 IS EtYSTWC PRDPOSED
CR WXEXI3fEN1. THEY 5T BE LQCAIED WRHW PEDESTRIAN CRPJSSWALKS
AS SHOWN ON PLANS OR AS D(HECTED BY 10E EHWEFN PM 5PIQULD NOT
BE LOCATED EEHNU VE PKIE STOP LUTES EXI511NG LIGHT' POLES FME
HYDRAMIS,GRGP NLETS,ETC. MU'CESM& ROUTES PROVIDE A 4[ONT"j
LFKIDSLRNIG Tq S[AOLE, FIRM A140 51,114 TE'SISTAN[ PATff CWgCTTN41 Al•6,.
,ACCESSIBLE E7_E6LEKTS CIF A FAC"1Y THAT CINi RE APPROACHED, ENTERED
A40 USED BY PEE£STRIAHS.
6. RAWS. NAY 6E PLACED ON WAL 0 TAJVGENtW_ SE0714NS PROVIDED THAT
TH€ CURE OP£II61Q IS PLACED MIMI Tt UNITS OF THE CR05SWOLK AND
THAT THE SLOPE AT THE CDNNEGTiON CP THE CNNO CFEMG LY
PERPEHOl Y.M 19 THE V.F43.
3. jYPI��y C{ ATE �dGE�K i^a 4" rHk, R. �'Lff TV ENTRh}iC€ fTPC'IG T
aCz�GI1bJOdATE T)£ TLW RECIUifiEw l ,,tT OF , IP. ATED tznVY TRUCK
T FTC. REFER ID SC No 0CQ £kC1Al1, E E O£AVY
T RLKiC TRAFFIC) FOR C01{CtffTE OEPTFG
]0. THE_ L,ONMLU IDTH SSHALLWE ITHECwIDTHr" THETSHAARFJ) )USE PATHPATN,
i
AX, 2" rACR THAN
EUOAY&W-NT15
AT X A. , SAME AS TOP OF C"
TYPE C
PARALLEL & PERPENDICULAR
LB" 2.42'4" 1 iUNCAIEU DBAAE
942940
O O O 0 0 0 0 D O D O" O
t: =t O O O 0 0 0 0 CY 0 0 O 0 0 O D,
0 00 0 0 000 000000*1 Fyi
000000000000000
�IASE
�BAIEIkMEi EK 0 0 Cr 0 0 0 0 0 4 0 A 4 0 0 0O DID 0 0 0 0 0 0 Q0 00 0 0VARIABLE
4'SdtH'Ddl,'M.
TRUNCATE DOME
PAY LIMITSDETAIL DETECTABLE WARNING
DETAIL
"Ff Icf4
CG-12 DETECTABLE WARNING SURFACE
REV.7JO6 GENERAL NOTES , ,fir,
203,D3 VAR059 . DEPARTMENT Of JFL%ZFGRTATiON
CROSS WALK W:OTH 46, 41h.)
�-•�— AS SPECIFEO .N THE
1 CONIRA£T DOCVENTS
GR05$WALK IlVIDTH
(TRANSVERSE LINES)
f(y )TEi
1. ALL FAVELIENI R(ARKINCS SHALL BE R45TALLED N4 ACCQR0A00CE YWH
IHE5E 51Pti0AR1)5, RE 4UTCD AM THE ';RGN4A 56PPLENEN1 TO THE
I30TCD,UNLESS OTHERWISE SPECIFIED " IFIE' 05RATRAC:T DOCUMENTS.
2. THE LOCANCAN, WIDTH, AND TYPE OF THE PA'WENSENt NAR"105 5t(AL•L
BE AS SPEVXD IN THE CCNiRACT DGC'JItEHEFS.
3.L;HD55'WAI.HS SHALL ALIGN WTIH CURB RAMPS 1i ACCURQAtCE WITH
ST"ARD CG-12. THE CRQSSAiL.H St6ALL BE Ar LEAST AS 'N':GC AS
THE LEVEL L"IkiG AREA GF THE CL698 RAW.
4, WHEN L,OKITLX:NITAL LINES MC VEC"ED FOR IkZ f,RQS!;WALK, [KI,
LONGITUDINAL LK5 SHALL FEE PARALLEL 10 )HE PATH OF IHRU
1 RAFF,r_
S. GAPS BETWEEN LENG11LOUJAL LINES :HALL BE BEIWEfN 2 - 5 FEET,
GAP SPACMG MpAr WART RF ORDER TO A:ON LINES 54ICH THAT THEr
Me CUI$20r ISIE YNiEEL PATH3 Of r"Rv tkA•F'PN;, THE Fkar AL14
LAsr L #XS 'HALL BE WAYJMLM FROM ECCE CF 5NOULTJER OR _CCE
Of GUTTER PAN.
SCUD 'WI+Ti 4NF 4" MN. 7 WAx.
WID1111 MESS OTHERWISE - SEE NOTE 5
+� SHECIFIEN INTHE CONTRACT Y4NIsTE ONE
f�DQGSAeEN75
CROISWALK'`� / ( CROSSWALK I I I ^
WDIN i& HIOlII IQ'
MINA AS UNJ AS
SPEC11FIE0 I SPECIFIED
IN THE
I,CWRACT SPACE I CONTRACT SPACE
DOCUIJENTS I OCCUNENP S
TRANSVERSE LINES LONGITUDINAL LINES
XV IDO T-
ROAD AND LIRMUOE S1ANOARO',
SHEET 4 OF 4 REV15Jc N DATE
I 3�5U.3.3 MIT QVI5
SEE NOTE S
2' 11AO(.
24- 5CLO
fWHIIE Lf&
CROSSWALK I I. I
'HgTH [B
) AS 4 N.
SPEC7
BI TFE 5PAg_'E
OC
CONTRACT
DOLTJMENTMEN;
S
LONGITUDINAL LINES
AT SKEWED INTERSECTONS
(SEE NOTE 4)
CROSSWALK NIARKINCS
'd H%1WA UEPARP41A1 OF TR145NRTAT9QN
SPE CMFICAT ION4
P,Ef EREFiCE
7O4
020
LT
G
1 CG-3 2 CG-6 3 CG-12 4 PM-3 Jug" p]
C12 SCALE: N/A C12 SCALE: N/A C12 SCALE: N/A C12 SCALE: N/A tc. 4 113
4'
o w
... . . ......... _ ....
rONAL
AUTO -TURN ANALYSIS - DUMPTRUCK PICK-
. 1 "_1 0'
1992
FENCING AND ARMORING
I
DRIP LINE
SNOW FENCE
BOARD FENCE
CORD FENCE
",ROM � PLASTIC FENCE
CORRECT METHODS OF TREE FENCING
CORRECT TRUNK ARMORING
TRIANGULAR BOARD FENCE
Source: Va. DSWC
III - 401
5 TREE PROTECTION
C12 SCALE: N/A
3.38
Plate 3.38-2
To be mounted below accessibility parking sign
C12%SCALE: N/A
0
SIGN
461