HomeMy WebLinkAboutPegasusBusinessCenter_6tifVIRGINIA DEPARTMENT' OF' TRANSPORTATION
R�V 7/95 STAUNTON DISTRICT VAN ACCESSIBLE SIGN,-
PROPOSED GRADE 4' -_0„ 18,
i—I 1, SIDEWALK V-011
GENERAL NOTES F-OR ENTRANCE PLANS 7T 77""
STND
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-----END OF STALL 0"-
vhOT GENERAL NOTES: [19 1. 16'
FR E4S 7F� VA ED PESEOAD STRIPE' OR CURBING
PARKING
FA RK I zc��
V ALL. WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST F_61 - 6" DIA, STEEL
�E VIRGINIA DEPARTMENT OF TRANSPORTATION 4" STRIPES 0 45' PIPE FILLED W/
EDITIONS OF TH
(VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, UCHANNEL. POST Z CONC, (PNTD.)
VAN 3' _ 6 4 - 6 4'- 6 3' 6"-
THE VIRGINIA EROSION AND SEDIMENT CONTROL REGI-ILATIONS _j) 44-,- ------WHITE SYMBOL PER ADA 4--0" HT, WITH
ACCESSIBLE CL
I
AND ANY OTHER STATE, FEDERAL. OR LOCAL REGULATIONS V ------- I ON BLUE BACKGROUND 118" 0 CONC.
1 ir ii W 101
APPLICABLE, IN THE EVENT OF CONFLICT BETWEEN ANY OF If) -1 Ld F`OOTING -- 3'
fAA (!N:A ' 'X DEEP W1 WELDED
"W
THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST TOW AWAY ZONC 10W-AWAY 7%K —WHITE PAVEMENT MARKING,
PENALTY ilwsoo PENALTY ilM�W 0_
4" WIDTH, LENGTH AS I--iOOPS (3 TOTAL.
STRINGENT SHALL GOVERN, SHOWN ON PLANS. No PIPES-PNTD. TO CONTROL JT,
HC VAN WATCH GATES.
DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH PROP. GROUND SIGN
V ALL. CONSTRUCTION SHALL, COMPLY WITH THE LATEST U.S, SIGN ACCESSIBLE
77—
777
ADMINISTRATION AND VOSH RULES & REGULATIONS, 00'--,-� 8,00, 4, COMPACTED BACKFILL
OR 5, 00'
CD T e r r aT, P x S D 0R E 0 U A L.
V11 WHEN WORKING ON VDOT RIGHT OF WAY, ALL 'TRAFFIC NOTE FABRIC WRAP Z
6"' CONC. SLATB 2
CONTROL, WHETHER PERMANENT OR 'TEMPORARY, SHALL BE IN ALL, CONSTRUCTION SHALL CONFORM TO ADA U.1
ACCORDANCE WITH WI/ 6X6X10/10 CL
-THE CURRENT EDITION OF' THE VDOT'S WORK ACCES!SIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. 0 '11� DUMPSTERS BY--
WIELDED WIRE OTHERS
AREA PROTECTION MANUAL, FURTHERMORE, ALL. TRAFFIC PAINT: NON-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX 4 11 NO, 57 STONE MIESH
CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH TRAFFI(C MARKING, PAINT BY DEVOE, LOUISVILLE, KY OR EOUAL, ___47 —
VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD A ------ -
--4"0 PERFORATED
BRIDGE SPECIFICATIONS, SECTION 104.04-C. HANDIC"AP SIGN DETAIL— CORRUGATE[) PLASTIC PIPE
Va. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO NOT TO SCALE 16 4" NO. 57 STONE
REGULATION, CONTROL. AND SAFETY OF TRAFFIC MAY BE —PARKING LOT STRIPING DETAIL—
SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. NOT TO SCALE
a.
0
V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE _j
RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE y 6)"
PERMITS FOR ANY WORK ON VD01" RIGHT OF' WAY,
2"R
IF REWIRED BY THE LOCAL. VDOT RESIDENCY OFFICE, A
PRECONSTRUcTiON CONFERENCE MUST RE ARRANGED AND HELD YPICAL DRAINAGE TRENCH DETAIL CONTROL JT�-
BY THE ENGINEER AND/OR DEVE,10PER WITH THE ATTENDANC'E 01' TO SCALE
OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY
SEE PLANS FOR TRENCH LOCATION, 6"0 STEEL
COMPANIES AND VDOT PRIOR "TO INITIATION OF WORK, PIPE FILLED W/
V� CONC, (PNTD.)
CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY 6 2' - -O °' 60" HT, WITH
OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY 18" CONC, FTC.
UNDETERMINED LENGTH OF' "TIME, VDOT WILL ALSO REQL IIRE
48 HOURS NOTICE FOR ANY INSPECTION. CG-6R CONC, APRON
V THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING COMBINATION 6 CURB GUTTER REVERSED
ADEQUATE ACCESS TO THE PROJEC'T' FROM THE ADJACENT NOT TO SCALE 2 STEEL CH ANNE[---------
PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF 2" SM2A - ------- FRAME GATES-
PROVIDE CANE
A CONSTRUCTION ENTRANCE IN ACCORDANCE WITI-I TlIE BOLTS AND 6" CONC. SLAB
VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 10Z 6'' CASTERS
8" 21--A
FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY 2 1?, BORE HOLES IN
CONCRETE TO-
COMPACTED
THIS PROJECT SHALL BE MAINTAINE"D TFIROLJGI• -1 CONSTRUC-I"ION,
1.
ACCEPT CANE
+oY7�3—�
)C CO SLAB
BOLTS FOR BOTH
VDOT SUBSEOUENT SPECIAL PROVISIONS OPEN AND CI_0SED
POSlITIONS
1, All patches are to be reploce(I in accordance with the followir)q regulations
X-
6"
and as shown on Figure 1,
ONSITE PAVEMENT DETAILS— 1"'S' 'RE
SCALE DUMPSTER PAD & ENC U U
,2. NOT
The perrnittee will be required to replace ff-ie surfcice arid base of the roo(,,Js
lincluded under this permit in accordance with the Roads and Bridge Specificotions NOT TO SCALE
and this Special Provision, —COMBINATION 6" CURB & GUTTER
3, Backfill material shall Include o minimurn of four (4") inches bedding materials NOT To S7_77 BRICK CAP'�.�`LOPE TO DRAIN
iKsand or #57 stone). The balance of the bockfill shall be approve�.j soil con-tpacted COLOR PER OWNER SPEC.
(SEE VDOT (C(`--C
ROADS, AND BRIDGE STANDARDS Fof� ADDITIONAL INFORMATION)
to the bottorn of subbase layer (Type 1, Size 21A or 21B), The entire backfill shall CONC, BOND BEAM Wl'(1) #4
�be free frorn wood, decaying material, ospholt, concrete, ice, frost, large clods,
,stones and debris,
4, Backfill material shall be compacted to a rninirni,,irn of of the; theoretical
maxim Um density ot optinlurn rnoisture content,, as determinetc! by vr)o,r testing GROOT,-FILL. CELLS 0 REBARS
procedures, use mechanical tamping throt,ighout the depth of the trench in six (6") E X P JT, M AVL - 4' PER PL.ANS,------ STEEL JOINT REINFORCING AT
nch layers to insure that adequate , support is provided for the sl,.Ibbose toyer 4' ON PLAN, EVERY COUR".3E JOINT I - (CONT.)
'I Type 1, Size 21 A or, 21 B).
'OR AS '110 N P AN CONC, BLOC[ (4"X8"X16")
4" SPLIT FA(,',E CMUEACH FACE-------
;5. It shall be the option of the Resident Engineer to request and review the PER OWNER '5PEC,
lbackfill compaction test, results and/or cluthorize or) inspector to the 6)" 0 STEEL F"IPE FILLED W/----------- 0
[,.'XIS TING Ori PROPOSED CUPB(TYP) CONCRETE (PAINTED) 1
*ErRE SHOWN ON PLANS
4" CIRU,z44'D !,,,TONE
4" VDOT 21--A STONE
Cuts in roads with SUrf0Ce COUrse (SM) and Asphalt, ConCr(,.,,te Base (BM)
(3000 PSI) 4" CON(,� (3000 PSI
-hall be replaced with ten (10") inches of Type 1, Size 21A or 21B aggrepte 6 X 6 - 2 9 WWF(I 5" MIN CL.EAR) 4" CRUSHED STONE . ............ 6 0 N C
-)e 'theoretical r-naxit'nurn density at optimuryi (3000 PSI) 4" ONC ------- - ------ 6 X 6 2,9 WWF('1.5" MIN f'LEAR)
C n1pacted to 100 percent of tI
moisture content covering the entire trench width in addition to ben(:h of 6x6xWl,4xW'1.4 WWF (1.5 Min, CLEAR)
six (C) inches from all sides, this layer shall serve as subbase, All Asphalt
!Concrete base course (BM) of six (6") inch rninir-num thickness c'r rricitch ,—TYPICAL SIDEWALK DETAIL— TYPIC"AL SIDEWALK DETAIL— TYPICAL CO"'I"N"Co"'RETE SLAB DETAIL 8
the existing base thickness, shall he placed o> ver the subbos(-.,,, A surface NOT TO SCAI E 18" 0 CONC, FOOTING W/
NOT TO SCALE NOT TO SCAt.E
a .
lasphalt concrete course of a minin-)un-) of 1,5" (SM) shall be plo��.�.ed on top (3) #3 HOOPS
I
ia f the base (BM) covering the trench width, The asphalt concrete surface
!Course sholl be slightly higher (1/8*'-1/4, ") than the existing surface to
I �.)rovide a smooth grad(,.,, into the existing pavernent st,irfcice, SEC"TI0I`*N'—U"UMPSTER
�7, Cuts in surface treated roads with aggregate base course, shall be ., __ >:----- FITTING
reploced with the some layers as roods with nspholt base (13M) except
NOT TO SCALE
the Subbase layer' ("Type 1, Size 21A) is reduced to six (C) inc:hes ond
i 'SLEEVE' WITH
the (CM) layer to four (4") inches but still keeping a six inch bench
1he surface course shall he a surface treotment i-notching the, existing WELDED TOP CAP GATE HINGE--
(I"AINTED) REFER TO GATE HINGE DETAIL---
surface, STC)P SIGN C3 X 4,1 GATE FRAME- PROVIDE
�9 The cut to be, backfilled shall be rnade as dry as practicable at TRIANGLE OF 1/4"X8"X8" WELD
the time of bac(filling by ptin,)ping, b(:iiling, draining, or other appr(DVed 2'"X4" TREATED WOOD BLOCKING AT CORNERS
, dewatering methods, 0 ]).S� 6" 0 STEEL. PIPE W/ BOLTED TO CHANNEL W1 3/8" 0
5/8" THREADED ROD- WELDED
CAP) FILLED WITH CADMIUM PLATED BOLTS AT V-0" 0,C.--
'TO STEEL GUSSET PLATES_
4, 00 CONCRETE
9 All Cuts sides shall be trimmed to f-jeat strai( Ind a tack
,jht lines c
goat shall be applied at, a rate of 0,05 '015 gollon per square of W (PAINTED) 18 GA, STEEL DECK TURNBUCKLES-
�C-250 pr CAE-2 before placing the plant ly0x, 'SLEEVE SLIPPED
OVER 6" 0 STEEL PIPE
(PAINTED)
�ntire width of the povernent,
48' PF�OPOSED ENTRANCT
1,_..,__.�..,:...____._ v
(O Replacernent of pavement, shall be frorn edge (,-,)f pavernen� to edge,
FILLED W/ CONCRETE
�f pavernent except wilen individual cuts ore made ond not covering the MAT('7,H EX PVNAT, Ek EOP
TYP it
111. Placernent of all Asphalt (,oncrete and surface treated courses shall
100, it
�)e rolled where possible with o r,.)nit having or rnorlufoctl,,irer's r�,:itinq of ter) BUFFI, ICK ROAD
(10) tons, r,)nd rolled until the oggregate is keyed intc) the biturnen Where
X 4 1 GATE FRAME, 't-, 'to
folling is not possible, a nlechanical tornp will be 1r) all cut!-,; stone,
,o(
�s to be placed in the trench doily up to �,") nloximurn length of f500 feet,
�:it which time the pavement shall be covered with a ternpornry or permarient
asphalt patch. If conditions, th(_,. (.,(.-)ntracAor, sh(,.)Il provicle <:in{:j 1-r7 clintain a
base course that is accept(.',,;ble to the vDoT (,inu such firr)e (is the cipprot'.mate
-i 't-4 4-4
be applied and completion of instalh-tion of the a S, t
vement catch cor
�)a ERCIAL EWRAIN'CE PLAN
�ewpr, and water lines, contractor shall restore pcivpn"�ent in the t'nonnf,r
rescribed on the VDOT perr-nit within (10) (joys, N(.')-]" TO SCIALE ",,TANL.EY #1010 STEEL. 18"
# JNSTAI-l-, C(312 RAMP AT THF, Dj',,,CRET10N CANE COLT -ONE PER GATE
OF rHE VD6T IN0'DIECTOR
1
t.
2 Contractor will be responsible for any depression gro-ter thon 1/4" that (,ASTER -ONE PER GATE -.___
occurs within three years of cornpletion of patching. Correction consist
(!,)f milling ond replacing 1_13" of st.ri -face col irse mix G All HINGE ELEVATION—TRASH ENCLOSURE—
NOT TO SCAt-E NOT TO SCALE
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DATE:
SURVEY:
'I 2JUNE00
NA
SCALE:
DRAWN:
SHOWN
PLC
CJ':
JOB NO,:
NA
9908012
DWC,
SHEET:
PEG3SH T6 6/7