HomeMy WebLinkAbout047-95 Aerocenter Business Park, Lot 4 - Shawnee - Backfile (2)X
CONSTRUCTION NOTES
GENERAL
A 0 TIV�l
r o Co,--,, I/ I
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systeims and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this; work so as to avoid damage to any utilities. Any damage shall be the
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility" 1-800-257-7777.
3. The contractor shall be responsible Ror all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions enlcountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or they Owner.
5. Contractor to obtain, at his expense„ all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work. performed offsite is the Contractor's
responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show
existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
EROSION CONTROL
1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the
Frederick County Public Works Department.
2 Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be utilized during the construction period
3. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed
at the earliest possible date after estobliishing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected
area.
5. All unpaved areas of the site which care disturbed by this construction shall be provided with 4" topsoil,
fertilized, seeded, compacted and mulcherd. Seed bed to be watered and cared for as necessary to provide a
good lawn quality grass cover. Areas noit graded shall be disced, leveled and seeded to achieve lawn conditions
FIRE & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site
is prohibited.
2 Access for emergency vehicles must be maintained at all times during construction. Temporary street signs
must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire
hydrants. Fire Hydrants are not to be obstructed at any time.
FREDERICK COUNTY SANITATION AUTHORITY
1. Water and sewer lines are to be constructed in accordance with these plans and specifications and sholl
additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate
with this agency and arrange for inspection by the Sanitation Authority as necessary.
2. Exact locations for sewer and water ,services to be directed by the Frederick County Sanitation Authority
Inspector in the field. Contractor to pro>vide assistance as the Inspector may require in this effort.
3. Temporary termination of sewer line :shall be plugged with a watertight plug. The ends of the laterals shall be
marked with a treated 2x4 post extendinig from the plug eighteen (18) inches above the ground The top six (6)
inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed
buildings as shown on the Architectural drawings.
4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require'
1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final
grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4)
all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to hove
the meter box installed correctly.
5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines
The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant
engineer.
6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and
make the tap. The contractor must make application for and pay the cost of this work.
7. Frederick County Sanitation Authorityr approval of this site plan expires two (2) years from date of approval.
VIRGINIA DEPARTMENT OF TRANSPORTATION
1. All work on this project shall confornn to the latest editions of the Virginia Department of Transportation (VDOT)
Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other
state, federal or local regulations applicaible. In the event of conflict between any of these standards, specifications
or plans, the most stringent shall governi.
2 All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration
and VOSH Rules & Regulations.
3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance
with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be
certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section
104.04-C.
4. Design features relatinto constructiion or to regulation, control and safety of traffic may be subject to change
as deemed necessary by Vt
5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for
any work on VDOT right-of-way.
6 If required by the local VDOT Residenty Office, a preconstruction conference must be arranged and held by the
engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT
prior to initiation of work.
7. Contractor shall notify the local VDo1r Residency Office when work is to begin or cease for any undetermined
length of time. VDOT will also require 4B hours notice for any inspection.
8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road-
way through construction and maintenance of a construction entrance in accordance with the Virginia Ero i n
Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be
maintained through construction.
9. Contractor shall ensure adequate draiinage is achieved and maintained on the site durirt>g and at the end of
construction.
10, All water and sewer lines within existiing or proposed VDOT right-of-way are to have minimum 36" cover and,
when possible, to be installed under roadway drainage facilities.
11. Any unusual subsurface conditions enccountered during the course of construction shall be immediately brought to
the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined
by the engineer and approved by V.D.O.T.
12. All undercut areas and borrow maternal shall be inspected and approved by VDOT Inspector prior to placement
of fill.
13. All roadway fill, base, subsurface mat:erial and backfill of utility/storm sewer trenches shall be compacted in 6"
lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of
optimum moisture for the full width of ainy dedicated street right-of-way, At the direction of VDOT Inspector
density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and
Bridge Specifications. A copy of all test<.s shall be submitted to VDOT prior to final VDOT approval.
14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where
determined necessary by VDOT Inspector.
15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
minimum design standards and is the developer's responsibility.
16. If required by the local VDOT Residemey Office, copies of all invoices for materials within any dedicated street
right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be
obscured.
17. Prior to acceptance by VDOT of any ,streets, any required street signage and/or pavement markings must be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis.
Site Plan
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,SITE AREA
•. i A �, , ?, 4
,YYinchoter Mu al
Airport
f r`
Vicin it\/ Map
Scale 1 "= 2000'
November 17, 1995
gi bait w. cliffor
0
d associates, inc...
Engineers - Land Planners - Surveyors
150-C Olde Greenwich Drive '00 North Cameron St.
Fredericksburg, Virginia 22401 Winchester, Virginia 22601
(540) 898-2115 (540) 667-2139
LI H QP q
X'RIINALD A. MISLOWSKY, JR. Z
NO. 020674 _
v D
zl 6 �h
Index
1. Cover Sheet
2. Site Development Plan
3: Miscellaneous Profiles
4. Miscellaneous Details
Owner/Developer: North Frederick Realty
112 South Cameron Street
Winchester, Virginia 22601
(540) 662-3486
Owner's Certificate
I hereby certify that the property contained in
this Subdivison is with free consent and in accordance
with the desires of the undersigned owners, proprietors
or trustees,
j
Date
Approved by Frederick County Zoning AdtPrfS_?r. r55_
A,
by ii�
Date
Site Plan approval expires five (5) years from date of approval.
Job Number: 5105
Sheet Number 1 of 4
L'i
705
700
695
EXISTING GRADE
PROPOSED GRADE
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700
EX. 8. " WATER MAIN —
695
690
1+00 2+00
Section A --A
3+00
4+00
705
700
F,95
70:
70
69`
705
GRADE
?ADE
700
695
H
0+ 00 1 +00
Section B —B
700j----...
695
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rn
0>
OO
690 z
80'-23"X14" RCEP 0 0.43q
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ON
0+00 1 +00
Culvert 1
EXISTING GRADE
PROPOSED GRADE
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Water
Main
Profile
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400'-8" PVC ® 0.50
—
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Sanitary Sewer Profile
4+00
700
7+00
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1-8" TAPPING SLEEVE
1-8" TAPPING SLEEVE
AND VALVE BY FC.S.A,
I 45' JACK AND BORE
ZR CROSSING BY V.D.O.T.
¢ METHODS
I I
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700
Zoo
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695 1
0
turmel liner per pipe length. + up ends
+ Separation of comer pipe from casing pipe stall be by either
1. Pressure treated lumber fastened to piping by stainless steel strapping or,
2 Manufactured steel and/or plastic casing spacers
SIZES REQUIRED
CARRIER PIPE CASING PIPE WALL
D1A �") 01k c) THIC,I(NESS (' } 1 1
6 16 .250 % f
8 18 .375
10 20 .375 SECTION
12 24 .375
14 24 .375 _ 4" width
15 24 .375
16 30 .500 T
18 30 .500
4'
20 36 .500
21 36 .500 height can be adjusted to
obtain correct percent slope
24 36 .500
(for larger pipe use tunnel liner) 11MBER SKID
HIGHWAY CROSSING
Fore 3
EXISTING GRADE PROPOSED GRADE---\
6 " WA TER MAIN
I
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S
o
0+00 1+00 2+00
6" Wa ter Main Profile
(Front of Building)
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FU TURE 6" WATER MIN
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GRAPHIC SCALE
695
4c o 20 40 so
( IN FEET )
I inch = 40 ft.
690
V 1 "= 5'
ALTH
A. MVA, 0WS�
G.. ^)NA1..OL,4i�
180
1+00 2+00 3+00 4+00
Future 6" Water Mian Profile
(Rear of Building)
Q
695
1V
z
i
ao
V)
¢ 700
z
W I
e 690
J,
CLASS B,.
REFULL Y COMPACTED
ZECT BACKFU
Ab (L,Kt C,A l t
AVOT TO SCALE -
TRENCHING AND RE'D.'DING DETAIL
METER BOX HARDWARE
SERVICE
PDIA G
METER _ IZE
YOKE
METER
BOX ►1
METER BOX COVER
3/4"
3/8' x3/4" (20 GPM)
FORD
18 In
npAFFIC FORD C32N
I ^
5/8' 0/4' (20 GYM)
FORD
)504
24 in
FORD NO 330 MON'TOR
1"
3/4" (30 GPM)
Fyn
24 in.
FORD N0. ,JO MONITOR
1 "
1- (50 GPM)
FORD
Y0504
24 in.
FORD NO :30 MOWMTr1R ..
QRWDR w ' RML-r rRQP LID
•I /N NON -TRAFFIC AREAS - 1/2` THICK POLYETHELfNFs FLA$TIC
IN 7RAMC AREAS - REINFORCED CONCRETE MI7Fl 3 THICK WALLS
•2 /N TRAFFIC AREAS J 4' x 30" . 30' STEEL PLATE W7H 22' DNA CENTERED
N/NC ANO TAR COA7ED BOTH SIDES IS IR7 BE
PLACED BETTN'EN LID & REINFORCED CONCRtETE BOX
treroted ? x 4' with
_
top> B' panted blue
meter cover
set 2" mow
fin grade pil
"
caries as reWpea - —! to soddhg
I
Oti stop� 3• time bedding B•_ 11' `Dien by FL'SA.
deep
surrounding box
ter box
36 min. - onplchock
vdw
5 wr
8` min. bat .m'•e
in vIve
ange Iyd e
water main ft
6 • stone 6ed0 g
fipe K copper tubing continuous
without pints from mom to meter
NOTE: Exact location of meter boA owemay
to be approved prior to installation
METER SET77N PART t 3'
Ll
Arf7FA
YOKE
ANGLE YOKE
BALL97F VAL
ANGLE C'E
V vE
XPAN
MH£E1
4•
Y
BA94-223W
HHCA94-32JTD-G
EC-23
I"
3 4•
y504
BA94-J44w
HNCA94-3237D-G
EC-
I•
I"
Y304
BA94-444W
HH 4-4441D-G
EC-4
transr Ion t0
meter setting face of curb
as required
I" type k copper
curb & gutter
3/4" type k copper far
single meter installation 1" x 3 4" w
ye
Dual Meter Installation
5/8", 3/4`, & 1" METER INS TALLATAON
Figure 5
SILT FENCE CULVERT INLET
PROTECTION
a `M"
--------- ----------------- ----
TOE Of Flu i
, �-- CULVERT
I I
—
I I
1 I
� 1 1
1 I
I I
I I
I I
--r ---_ -------------- -- --------- ----
`_- TOE Of FILL
SILT FENCE
• DISTANCE IS .NINUM 'N
IS TOWARD Ei+" <MENT
FLOW
DETAIL 2
HALF PLAN HALF PLAN 8 HALF PLAN
TYPE Ac 1 -_ I E TYPE A r'7l(j:: 1 1 TYPE A y �` ':• I SY f
TREATMENT 131AT�C ) i I TREATMENT L' I TREATMENT
A f 1 1 A( A
o I� 0� i I' i �i I✓Ir{- a"t '�. J•. w
HALF PLAN - _I ... HALF PLAN o
TYPE BM.-. •'LAN
TTYP
TREATMENT B TREATMENT ®I ES
II 3
• _3N.. TREATMENT
e A 1
Rip Rap y. _�. F.11. f IOM = - R.p ROD
Beee^9 g' F,N. Uon. Reefing 9 lB M•n
SECTION A -A F,M. Clae SECTION A -A
SECTION A- A . o rapt..... p I. nol calve«. mM4.�on.
M • Dw»•e40 - -.14 pgw •". Ica PM arch O,O oo. n..gnl —
NOTES
F. ne.lbpw cam. ma.amwe. Dw» O" le so.«n uaw.. m. Cnoee«
On «q $•c.wlo,. "0. d. �n..Ml O.�p. r.aw.r rtq M t �.o m•nl • •r. nn
�( .tw.W� 4 «•a..clM .. •a.[I,.. On W.n..COn1»uCign I�b M n. .([«..nt. +� n
�
I.,�_. _... D _ .._-.—. w• __ _ D __._ .� gy +9 Twp. A . 6 ».a»n•n1 ro a o..p.c�hM on r». Pon.
1 _ T rip. a I----j Tne IOC 6 Of IM .,_ Ywll De grwwa at p°an.e ".In ..(l.an
4.8 09. e•cei°t non Inc Rayon ado. me lap a mar o. o.ea ••Ir me mo4.m1
Do.`
,� � Rp Moo f.i.err Gan D.eevp to a .61all.d ..War o "o. .e :. > :.n. �n oc.:roonc.
..A 'm .ae�treol�on.
/ r
_ Rip Rap
HALF PLAN HALF PLAN atw
B.00ng
TYPE A TYPE B
SECTION E-B
• Us. rfp.fo 50,1—'A.- On plon. ar A—, ire. vw. Oalla.n -W.n, ono O.p.n
d ef.anrvl. ouch or na.wol gtouna
SREF_E_R► NCEaN STONE FOR EROSION CONTROL
205 VIRGINIA DEPARTMENT
301, Sb °r
418 TRANSPORTATION 114 C"
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAx
FLOW
3 STAPLE FILTER MATERIAL.
TO STAKES AND EXTEND
IT INTO THE TRENCH.
./
FLOW
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
-- 4"
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
POINTS A SHOULD BE HIGHER THAN POINT B
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
cast iron cleanout cap with brass plug
R having a countersunk sqquare head
Ponella Model PA4SV—CSK (4")
Ponella Model PA6SV—CSK (6")
finished rode
LJ
7
7squa'erete skid pad
20"x 20"x 12" deep
I
I aggregate base
( depth 3" )
cleanout pipe
SDR 21
sanitary
sewer main
wye 45' bend
. i { J.,.S $ ` 4s ITS•.- �•� t/�>I'
6" stone bedding
NOTE Where length of service lateral to exceeds 75`
a cleanout assembly shall be furnished at the
property line
SEWER CLEANOUT
Figure 17
NOTES -
I. SIGN TO BE PER LOCAL
HANDICAPPED REQUIREMENTS.
VERIFY WITH CITY SIZE 4 SHAPE
2. PROVIDE SIGN • ALL
VERIFY
HANDICAPPED PARKING
STALLS INDICATED ON
SITE PLAN
t-; }
WHITE LETTERS 4 SYMBOL
ON BLUE BACKGROUND
PARKING ONLY
METAL SIGN, BOLT TO
PIPE COLUMN
v
3" DIA. PIPE COL. W/ (2)
COATS ENAMEL PAINT (WF41TE),
EMBED. 18" INTO CONC.
GRADE
Lx
X
8" DIA. x 24" DEP
c— I I— CONC. FOOTING
11—
��1�lI�fC��'
STONE CONSTRUCTION
ENTRANCE
70' MIN.
EXIST ING
A
?AVENENT
. 5:1
FILTER CLOTH 6' MIN A
MOUNTABLE BERM
(OPTIONAL)SIDE
ELEVATION
EXISTING GREILIND
70' MIN.
T
R VASHRACK
10' MIN.
(REOUIREDI
T2' NIN • 10MW
EXISTING
II•_.—
PAVEMENT
«�
VDDT el I PDXITIVEDRAINAGE
to, NIN.
COURSE AGGREGATE B TOSEDIMENT
TRAPPING DEVICE
• MUST EXTEND FULL wIOTN
OF INGRESS AND EGRESS PLAN VIEW
OPERATION
12' MIN.
T MIN
s MIN i
FILTER CLOTH SECTION A —A
6•-r —
/
\�
REINFORCED CONCRETE
DRAIN SPACE
SECTION B-B
I•e E ROLson
eoFws r- LONC.
it
sO ) —
/ POST EASE A
s/S an Dais
C t 4' MOOD PIYL
it ON
CokalfTE
FTJOTNG
SECTION A
b
HNTiEA TTPCAL� 4f _
1 i Y Solm $IEELL
RAID. SIIOP MELD ALL jown
r• .
I. 0"rt alF
(mod)
5111F4 ITXt
T CM11CRETE sue M/ ad A
��— Sim K.W GW 185ORP110N)
j
DVAN51t)ti JOIiT AT
EACH POST FOOTMIG
(nWA OF 4)
0 (2) C CONCWX
p -V FILLED POSE
PLAN VIEW
t0-d
10 t 9•
�CAM
FM F w SOW C0104=1011115
Fwnw b —'- tX I t10Ufii SIIMI 84WM)
h I•_Jf LpIG; VA SPAW'
auto Dams
S
FRONT ELEVATION
STANDARD TRASH ENCLOSURE DETAIL
b1
DRLL NOIES N CONCNEiE
To I= WE5 N OP01
1110 CLOSED POSMOIG
(2) 2A' LONG 3/If RODS
lXMDE
(OD11C• APR"
G r1 Toper curb Irel a Little
O D Ills poll
aorr
7rus of fort tslple
I Pard-- -- — wAer. opdtcoON -- -
MIn Construction Jdrll
'S j4T !y,'3 0 IQ' [-C • o. o. o. o. o. a.
'�•rcalCrda • o • u • o • o • o • o • o
n 1. o o • o
PaY UnitC0./p - - - F - p - - Par Line cc-12 vor.widin Sidewalk Cover /T • o, vor 1' Min. b
a Sldewart Soap • o• o• o$ O• o. b
✓or. w/d A • o00 1 P✓Mlsoae ��
5/de,,.a/k . oo.� Irior. r Yin cofulrucfforl Jdrl _ _
S1der0/k a •o•0 1 _ _—' PA' Fir» (Xi'lP
Sparc o• �.------+►""`-` .•
TYPICAL ALTERNATE RACIAc PLAN
__�_— 6•.d _ 6' FOR uSE AT APPLICABrF STREET
B'mBqs o 1?" CONNECTKNS AND COsNEACiAL a Fa Camsrcial £rrroneevelaXIOnCie1° ENTRANCES. Traffic�
J
RADIAL PLAN C. II • me Standard C6-twe2Oj0I
A
w�j`� PerMa(lon
- - 6 O T6--0' - - Calstrucnan jolly J
B Var. Id"I vi B
Sldewoft azJ
Sidewalk•.�. '00, O • p
•oe:o 1a o0 00
Space a o o ceeoo
_
o.o.ob
- _ - -- t o'o 0 0• - Slope l2i MaA1rtXAm
1
A TANGENT PLAN s o
ISOMETRIC
/fie
• P where Sra.CG 3 CG-T IS used. MOTES ,
Yt Is Ihe md.awn Cur A•4 / precAsst/wlrn y/
- S/aewa/k Area roWlremet'r to dNrlo011 worNnp sulate aorrrnnpp th M r! a I./dfn Rr ro+go floor (rp�i� a
IwlfA a wdAeT/ oul/r strip) aeMae o 12d slope preeosl of cast In papal. Tre de►odoae worN/p ltWl De p aVJoeo DY on eA 00
Sra CG'E •� — T 4' fINSA RORW sell Ad sACCed a moAimum s/cpe of 12d.
Of 6 t7317t YOA. -' -" Flored sides Or arrb romp to be poured eono+irNcolfy with ramp flour or 4 using per
., Mssobie coneructlon Jdnr with rWrw Dort.
• .—� _ If rondo fiaar is precast. tWw trust be pov/awf for dowel Ws so tta od/drslnp flared
sides Con be cast /n piece after ploceawlt at preuost romp floor.Preoosr. concrete stag
be class A-4,
SECTION A -A Tris Item may Do Rogdrod bats ore to be ft5 A B'ploced I•C*Ver to carter morlg Dan sides of the ratio
P'Ocosl of cost In pap. 1`100f. mid-41001) of romp roar. MtNrmum Ca•Xarere Cover I %?•
Curb ron os will be measured and paid for of Ire crvetoct uNl prices for ffydraWic Con"
'5 A 8' BOla • 1? CC Permissoa. Construction Concre/e Sfdewoa and EAposea agpregdle 31dewolk. competeirrploce,
_
--Stape 12:/kfaxltnrm Jdd Curb/curb and paler slope Iron$Jll" ur/ocen to curb roorps are fAc*Adw in poyw"
---- - _ ---- for curb/curb and potter.
e o When used In con/urrtlal with Standard CG-J of CG 7, fro curb top an !lark Storldor0 Is
_L_r_^__ ro be adjusted to mdch the mpunloble curb configuration
SECTION B'B ® AcCesslae fouls IS defined as o C"llX,Cus Curb Romp$ are to be /acdod as shown an the plum of as affected by Its Enplrwr.
Sao. ur»DSItWod.afO".ftrm and slip fsslsro/lr Trey are to be prodded Of inrofsen/ens wAYe•er an dcces3o" tours MI wdrNrl. the rigmdr-
ou�o. UMfs of fApasea agprepale slaewolt path cardwll% of/accesslae elemores of way of /Vgt" focinN crosses o curb rrpadfess d wIWW sldowals /s SA/slrtp•
' facility thin con be Cpprooched. ordered and primed a rorox/slenP, ItW " be dfsef /tom po"Oflow crosswalks as SAswn CA plods
Fro& wlwo w/p,Ih d sidewalk a sl0roit used by persons with andury IrrpoffrneNs. or as drrecrW q rn EfWAW.hA staod nor a ICC~ paQind vMrcb stop Imes.
space /s rasa ten 7 4' EA/sft N .--__-_---.- np phlpdea.!lroryOrorrs.dropfNels.eM.wlNolsoa//rrdp/attmenL
----CURB VAMP-- -----_--- --------------
RCF[PCAtC
(PERSONS WITH MOBIL11 Y IMPAIRMENTS) sDz
5G4
V1RGrN/A DEPARi'MENT Of TRANSPORTATION RLYISed 42'B93