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HomeMy WebLinkAboutSDP201700001 Plan - Approved Minor Amendment 2017-09-295DF201 7- I LEGEND EXIST NEW DESCRIPTION x 125 TC TOP OF CURB ELEVATION x 125 SPOT ELEVATION u ; +;j, x 12 5 TW TOP OF WALL ELEVATION x 125BW BOTTOM OF WALL ELEVATION ..:.> BENCHMARK NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. MINOR SITE PLAN AMENDMENT TO 5DP2010-04 COMMONWEALTH APARTMENTS TMP 06 I WO -03-00-01400 JACK JOUETT DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE. -1V1=1,000' s Area % STORM SEWER _._.._ ;...__...._.._ RD_ ROOF DRAIN Pavement 17,592 SF SEWER LINE _....._ ..,, .._._..... r"'w WATER LINE Impervious area GAS GAS LINE - OHE OVERHEAD ELECTRIC WIRE --------- ---- - — UGE UNDERGROUND ELECTRIC 11 29 OHT OVERHEAD TELEPHONE LINE _....-:_..-...- ucr UNDERGROUND TELEPHONE LINE ' 0 DRAW INLET (DI) OO STORM/SANITARY MANHOLE Aiynn, g F PLUG BI 9. 11do 0c1' k ht `fl 0V WATER VALVE & BOX W FIRE HYDRANT F- 0 ® "' WATER METER io �-� LIGHT POLE ° UTILITY POLE / F PROPERTY LINE ISr6nrhia7d' < — - - — ADJACENT PROPERTY LINE ._E VN VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK -W.. -- --- SANITARY EASEMENT } DRAINAGE EASEMENT _..._._..._......... R C C.,1°r'z UTILITY EASEMENT -' WATER EASEMENT - - - - - ACCESS EASEMENT _._... - STORM DRAINAGE EASEMENT NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. MINOR SITE PLAN AMENDMENT TO 5DP2010-04 COMMONWEALTH APARTMENTS TMP 06 I WO -03-00-01400 JACK JOUETT DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE. -1V1=1,000' s Area % TREE LINE .... ...... .... :......... 6,390 SF FENCE Pavement 17,592 SF STREAM 3;> 12 — INTERVAL CONTOUR Impervious area oo — INDEX CONTOUR Open space CG -2 STANDARD 6" CURB Total= Cc -6 COMBINATION 6" CURB & GUTTER 11 29 d a. E E :iTrl�:'=e"xi1X7 CONCRETE PAVEMENT / SIDEWALK ' 0 RIPRAP o ASPHALT Aiynn, g CD GRASS BI 9. 11do 0c1' k ht `fl EC -2 MATTING W EC -3 MATTING F- 0 0 WETLAND io to PARKING COUNT CROSSWALK / F HANDICAP ACCESSIBLE AISLE ISr6nrhia7d' < ._E VN CG -12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. MINOR SITE PLAN AMENDMENT TO 5DP2010-04 COMMONWEALTH APARTMENTS TMP 06 I WO -03-00-01400 JACK JOUETT DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE. -1V1=1,000' s Area % PM Building 6,390 SF 24.7% Pavement 17,592 SF Via' s i aN Nu-2,�s 2,080 SF 8.0% Impervious area y Ej&. `r.nn- M 52.1% Open space 23,934 SF 47.9% Total= 49,998 SF (1.15 ac) 11 29 F �w E E :iTrl�:'=e"xi1X7 0 0 0 o 6 Aiynn, g CD L BI 9. 11do 0c1' k ht `fl W F- 0 0 i— 0 »> ISr6nrhia7d' < } .. SITE R C C.,1°r'z W 0 0 0 v c-) ca Greer, F. ... kg �'4'•�-I, S=r3i rller IIP,)=gM5 O U Br.�Ii arte r'.Tro.j t :a.i %` (,�', �✓�a �'if..IF•d� °�`ykp.. R.-�� , �IfE ,Old-�+ € €! gala. 14,r ac {: = '03 � r x IMAGE PROVIDED BY GOGGLE MAPS SHEET INDEX C1 -COVER SHEET C2 -EXISTING CONDITIONS &DEMOLITION PLAN C3 -SITE DEVELOPMENT PLAN &SIGHT DISTANCE C4 -GRADING &UTILITY PLAN C5 -STANDARD DETAILS C6 -LANDSCAPE PLAN C7 -LIGHTING PILAN C8 -PROFILES C9 -UTILITY DETAILS C10 - MAINTENANCE OF TRAFFIC PLAN AFFORDABLE HOUSING NOTES: Three affordable housing units are to be included in the north wing. If rental units, the developer shall enter into an agreement with the County of Albemarle restricting the rental rates of the affordable units for a period of at least ten (10) years or until the units are sold as affordable units, whichever comes first. If :sale units, the developer shall provide the chief of housing with confirmation of the initial sale price for the affordable units prior to the issuance of building permits for the bonus units. Prior to issuance of the first certificate of occupancy for a building providing affordable rental units, the developer shall enter into a rental rate agreement with the county, approved by the county attorney, that delineates the terms and conditions pertaining to rental rates, occupancy, and reporting during the minimum ten (10) year period. by the -P -i: ,amarle PROPERTY INFORMATION OWNER/DEVELOPER: Positive LLC 620 Plantation Court Charlottesville, VA 22903 LEGAL REFERENCE: TMP 061 WO -03-00-01400 DB 4120 PG 618 ZONING: R15 - Residential Critical Slopes Waver for this Project was Approved Under SDP 2005-141. Limits of Critical Slopes Disturbance Have Not Increased with Proposed Plan ACREAGE: 1.15 EXISTING LAND USE: Vacant Lot PROPOSED LAND USE: 22 Unit Apartment Building MAGISTERIAL DISTRICT: Jack Jouett BASE INFORMATION SOURCE OF BOUNDARY SURVEY: Plats of Record SOURCE OF TOPOGRAPHY: One (1) FT Interval Topographic Survey Data from Dominion Development Resources - June 2005. Field Verified by Engineer on January 12, 2017. BENCHMARK(S): Bench mark is the top of a drop inlet to the left of the site entrance Elevation = 516.13 No portion of this property lies within Zone A 100 -Year Flood Plain, per floodplain map 510003CO278D effective 02/04/2005 WATER SOURCE: Albemarle County Service Authority SEWER SERVICE: Albemarle County Service Authority SETBACKS: FRONT YARD SIDE YARD REAR YARD BUILDING 25' 15' 20' MAXIMUM STRUCTURE HEIGHT PERMITTED: 65' MAXIMUM STRUCTURE HEIGHT PROPOSED: 51' Z �z N N W Z d z W W, Z � q 0V) �z z 1 D N W Q r- > �� w QL1\J V) J r� UJ � ~ V) z 0 W � O W _J i Q O = N O O U JUSTIN M. SHIMP � !E'i . No. 45183 WATERSHEDS: This site lies within the Meadow Creek Watershed. This site does not lie within a drinking water watershed SITE DENSITY CALCULATIONS: STANDARD RESIDENTIAL DENSITY (R15):15 DUA x 1.15 ACRES = 17.25 units BONUS RESIDENTIAL DENSITY (30% FOR AFFORDABLE HOUSING): 0.3 x 17.25 = 5.175 units TOTAL RESIDENTIAL DENSITY (MIN. OF 3 AFFORDABLE UNITS): 22 units GROSS RESIDENTIAL DENSITY: 22/1.15 acres = 19 units/acre PARKING CALCULATIONS: REQUIRED RESIDENTIAL PARKING: 2.0 spaces per two-bedroom unit„ 22 TWO-BEDROOM UNITS x 2 SPACES/UNIT = 44 spaces TOTAL SPACES PROVIDED: 44 spaces HANDICAP PARKING: 26-50 TOTAL SPACES = 2 handicap required, including 1 van -accessible space HANDICAP PARKING PROVIDED = 2 handicap spaces, both of which are van -accessible. MINOR AMENDMENT NOTES: THIS PLAN PROPOSES AN AMENDMENT OF SDP2010-04 WITH THE FOLLOWING CHANGES: 1) Increase units from 14 to 22 2) Increase parking from 32 to 44 spaces 3) Increase building gross square footage from 23,051 to 23,897 SF, total of 846 SF LAND USE SUMMARY: PROPOSED Area % PM Building 6,390 SF 24.7% Pavement 17,592 SF 67.5% Sidewalk 2,080 SF 8.0% Impervious area 26,064 SF 52.1% Open space 23,934 SF 47.9% Total= 49,998 SF (1.15 ac) ITE TRIP COUNT: N N a '4- LO > N Q) Date 1/17/17 Scale SheeC No. C1 OF 10 File No. 16.042 r q AM PM Use Description ITE Qty in out Total in out Total Apartment 220 122 units 5 11 16 18 11 29 Total 5 11 16 18 11 29 N N a '4- LO > N Q) Date 1/17/17 Scale SheeC No. C1 OF 10 File No. 16.042 r q m cn cn C CD W Q E E E E E E 0 0 0 o 6 CD L W F- 0 0 i— 0 »> } W 0 0 0 v c-) ca O U N N a '4- LO > N Q) Date 1/17/17 Scale SheeC No. C1 OF 10 File No. 16.042 r q TMP 61W-3-26 Open Space Parcel Turtle Creek Condominiums D.B. 987-372 Present Use: Apartments Zoning: R-10 O Z SITE BENCHMARK----, TOP OF DROP INLETV Zz ELEVATION - 516. 9 EXISTING SANITARY SEWER I'MANHOLE '-pj, EXISTING 8" PVC SANITARY\SEWER T=516.'71m. inv=5110.91 �Y CrY xi DEMOLITION FOR ENTRANCE STATE ROUTE 852 COMMONWEALTH DR Variable Width ROW Speed Limit 35 mph ADT 5400 SOILS LEGEND 0 V) Ln V) z w � � W N OP JUJSTl, M. SHIMP > (Lic. 0. 45183 O S, to L 0 CL - 0 27C - Elioak loom, 7 to 15 percent slopes 34D - Glenelg loam, 15 to 25 percent slopes 91 - Urban land www, Mww'ft o�w'?'A Soil Type Boundary EXISTING SANITARY ...SEWER MANHOLE T=512.82 in v=507.08 20 0 40 60 0 E IF -R -s- M a E E a 0 - I Scale: 1"=20' yP q -,)-1-17 Ld TMP 61W-3-15 QColonial Realty [L- Limited Partnership 0 4.503 Acres 0/1 D.B. 4280-032 Present Use: Apartments Zoning: PRD fy 0 h (C) < Ld (D z 01) x Ld ffj 27C - Elioak loom, 7 to 15 percent slopes 34D - Glenelg loam, 15 to 25 percent slopes 91 - Urban land www, Mww'ft o�w'?'A Soil Type Boundary EXISTING SANITARY ...SEWER MANHOLE T=512.82 in v=507.08 20 0 40 60 0 E IF -R -s- M a E E a 0 - I Scale: 1"=20' yP q -,)-1-17 TMP 61W-3-26 Open Space Parcel Turtle Creek Condominiums D.B. 987-372 Present Use: Apartments Zoning: R-10 { i TMP 61W -3-14A i Colonial Realty Limited Partnership 0.55 Acres D.B. 4280-032 Present Use: Vacant Residential Zoning: PRD lovable Bollards for Access Only. ich 'No Parking' Sign 3ollard Overhang All dimensions drawn to of curb. a X Lit STATE ROUTE 852 COMMONWEALTH DR Variable Width ROW Speed Limit 35 mph ADT 5400 Siaht Distance Exhibit 1 1 30 •! '! ■ ■ ■ ■ ■ o � U a � I U L2 � Z �h N W 't Z n 0 I Z W tF�.Z4 w � z � z F Q71 N C! N W w Q �> a �W h J_ 0 W Q CTS O S 4Y - U JUSTIN A SKIMP �-Lic. No. 45183 IONAL ��Cs :2 TMP 61W-3-15 Q Colonial Realty Q Limited Partnership j 4.503 Acres Q D.B. 4280-032 Present Use: Apartments 4 Zoning: PRD 0 � f O i Q W c Q c greening Fence Y Min. Height Q (D a) Z I E E 0'x24' Conc,. )umpster Pad V/Wooden Enclosure gee Detail C , a X Lit STATE ROUTE 852 COMMONWEALTH DR Variable Width ROW Speed Limit 35 mph ADT 5400 Siaht Distance Exhibit 1 1 30 •! '! ■ ■ ■ ■ ■ o � U a � I U L2 � Z �h N W 't Z n 0 I Z W tF�.Z4 w � z � z F Q71 N C! N W w Q �> a �W h J_ 0 W Q CTS O S 4Y - U JUSTIN A SKIMP �-Lic. No. 45183 IONAL ��Cs MrS Scale 1/17/17 1 "=20' Sheet No. C3 OF 10 File No. 10.042 Z c c c Q) (D a) E E E O O QO W L000 lLJ (f 0 c� 0 c0 0 c0 W C-14 C1j LO W MrS Scale 1/17/17 1 "=20' Sheet No. C3 OF 10 File No. 10.042 \\ \\\ \ \ \\ \\\\ ,uo PRESERVED SL'OPES oo TMP 61W-3-26 Open Space Parcel / Turtle Creek Condominiums D.B. 987-372 Present Use: Apartments Zoning: R -10X. LLJ 515 / Rotated / ~' Over K'`� Dro� Inlet / � EXISTING SANITARY ~` / SEWER MANHOLE [X/STING O^ PVC 3AN|TAR T= 516.71 inp=510.81 � \ \ \ ` APPROX. LOCATION OF PROPOSED ACSA SEWER UNE TO BE CONSTRUCTED BYACSA OPE Foroennoin .TION EXISTING 8^ WATERLINE STATE ROUTE Ll[E COMMONWEALTH L— � � Limit ' `4 J^fUU�� � /l/l EXISTING 10" VCP SANIITARY SEWER EXISTING SANITARY ;.SEWER MANHOLE T=512.82 |np=5O7.UO eR q -X-/2 \ / \ ` \ 0 / | / ' / LC) | / ' / ' / / | \ \ / \ � ' \ / | / ' | | ' | ' cz , / u) \ / ; \ k , / ' �TMP 01W-3-15 Ly Colonial Realty p 4.503 Acres« Cal' D.B. 4280-032 Present Use: Apartments . / Zoning: PRD k c} LI) it ` ~` OPE Foroennoin .TION EXISTING 8^ WATERLINE STATE ROUTE Ll[E COMMONWEALTH L— � � Limit ' `4 J^fUU�� � /l/l EXISTING 10" VCP SANIITARY SEWER EXISTING SANITARY ;.SEWER MANHOLE T=512.82 |np=5O7.UO eR q -X-/2 ALsphalt Pavement Restoration Detail for Open Cut l Itility Installations i111.i €STS= L 3C. Nlil L L resu 1e c4l_ 0 Saw -Cul existing pavement the gulf depth Of asphalt12' , 7.5" total asphalt FOR WIDENING SUBJECT TO TRAFFIC 12" min. R lt. Concrete Surface Material /Asph"' rrairs. CDnC€eke pavement 303,02 VIRGINIA DEPARTMENT OF TRANSPORTATION 5 1 3. COMBINATION CURB III GUTTER HAVING A RADIUS - depth of equal t0 L N4 GENERAL NOTES the Depth of existing concrete,. " min. HAyIIU`i 0 M A;+ iu. A: MAtINtJNh ROADWAY ('SILF. NGII . :Si SHOWN' ON R 444 Ari € ? iMFEN USED iN CON.;UNCTIL:N WITH TA'NOARD (`y-3 VATasp'halt iChe've€' is greater 1.5' ricin. i - S1ix.)Wa'rr ON *1..FN'+�.:1 Sub -base COLUse depth 10' Min,r irf v, C0t<rr> ATiCIt. shall be 10" or equal to ISEE ( 1) _ _ aTEe [ 29x4 2 1 �' 4 SIDE WALK depth of existing subbase, _. r AAAA ISbEI't ALK ' H (D I I (SEE La; - - whichever is greater NOTa. 91) ° (,FTItaNA, "APAVr"e S4'Aa,'E. . MIN LINE PA HVE"0 SHN. L, at C(�*1 IRVA FI 10 THF., R' /IL' LINE (EXC ,T AVY' SIUBI RAD '"TPDA(IZATON a) U FGN MAANLINL PAVI &ITNT WHICH CA% BE EXPANSION ��" •�.� OMITTEU N Fi E,PB`RXACrEJ Horizontal and vertical surfaces 4, RADIAL. C;LIIRR OR COMBINATION G1JRN AND C 'TTFR X 6i" Dench Y d .N' enC1T shall be tacked Win C-250 liquid U L Min_ ENTRANCE NOTES Catlin, asphalt at a rate of 0.1 gallon per NOTES: f S` , or as determined by the a r s district administrator's designee Asphalt Concrete Surface Material: SM -9.5A for 1 1T <10,000 Select materi aC Type I with minimum CB � 34 SM -R. 5D for ACI` > 10,000 ;.f .- Class l backfin material in accordance The district administrator's des+ nee shall determine the ;. � r` � � �� r, , f'•'?', 1vitlT Section 312 of the Road ae1c1 Bridge restoration requirements for other pavement types ;' .: � Specifications TreTs01T kvfdth and pipe bedding shall he in `*.,, � No. 26 or 27 aggregate pipe bedding in accordance Mth'VDOT Std. PB -1 ac=cordance vAth Sections 205 & 302 Of F the Road and Bridge Specifications 12 inches rninimurn beyond the edge of the trench #� on longitudinal open alts, ar 25 feet minimum beyond the trench centerline can perpendicular open c4uts, or as determined by the district administrator's designee. 2" SM9.5A ASPHALT 0000000000000 0oC ----6" COMPACTED VDOT #21A OnOnOnOnOnOnOC) C) IIIIIIIIIIii-i-COMPACTED SUBGRADE, CBR 10, FIELD VERIFY 1PAVED PARKING LOT DETAIL C5 Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. - MIN. WIRE REINFORCING OR #4 BARS AT 12 O.C. 00000000000000000 4" COMPACTED VDOT #21A -�-� COMPACTED SUBGRADE 2 DUMPSTER PAD DETAIL C5 1 Not To Scale • i i.1�1�.1�t�f:I�I�I.1.��I��yi • 1 A1Lil'�IL�L�1.�I��.��,11'�Il.��.�l.�l��.��.�l.i=LI�.�(.11 TYPICAL NEW CONCRETE SIDEWALK SECTION - -- -AAAA _--------- -.-_.._. Not To Scale WP -2 12"x EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD; TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS 14 ----------------- � ----_---EXISTING SUBBASE���-_--- PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1''/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NrCESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1, ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE :AYEFZS OF EXISTING PAVEMENT. 5UBSURFACE DRAINAGE OF THE EXISTING AND PROP05ED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS, THESE CORES SHALL BE SPACF"D NO MORE THAJH 500 FEET APART. 4. TILE ADJACENT TRAVEL LANE SHALL LIE MILLED A MINIMUM DEPTH OF 1'/ INCNES AND REPLACED WHIT AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE - 6. EXISTING PAVEMENT MARKINGS A,NO FAARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SEA,TION 315.U5ic) OF THE SPECIFICATIONS EXCEPT THAT ALL ''DINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(x) OF THE SPECIFICATIONS. CLASS A ✓fit"''.. SECTION, C EH T s ASC 1 VOI L» A�PHALT PAX/EMENT WIDENING 0 ROAD IRIDM STM�IDARDS MEDIUM S4^A 15 t0 VPo m J X' FOR WIDENING SUBJECT TO TRAFFIC LOW I LESS TRANS a0C VPD SHEET 1 OF I REVISION DATE 0 t 4000 PSI IF PRECAST. 303,02 VIRGINIA DEPARTMENT OF TRANSPORTATION 5 1 3. COMBINATION CURB III GUTTER HAVING A RADIUS a) Q ` _-T L GENERAL NOTES ST-REET APPROACH SAME SURFACING Ii z HAyIIU`i 0 M A;+ iu. A: MAtINtJNh ROADWAY ('SILF. NGII . :Si SHOWN' ON R 444 Ari € ? iMFEN USED iN CON.;UNCTIL:N WITH TA'NOARD (`y-3 RA AUS TU 8E Ar ORC 7 Ti -Tr. fUk9 FACF ON T�4S STANDARD sS TO i - S1ix.)Wa'rr ON *1..FN'+�.:1 BE rD , 1E0 `€D MArr.l1 TF�E M.uN�'A:=LL t -..Ru J rC Z uR U0_b l C0t<rr> ATiCIt. CL O ISEE ( 1) _ _ �' 4 SIDE WALK 2. SEE a ANDARD CIG -12 OR CURB RAMP OE AGN TICS LIE" USE-, 'WITR THIS STANDARD.. _. r AAAA ISbEI't ALK ' H (D I I (SEE La; - - a� NOTa. 91) ° (,FTItaNA, "APAVr"e S4'Aa,'E. . MIN LINE PA HVE"0 SHN. L, at C(�*1 IRVA FI 10 THF., R' /IL' LINE (EXC ,T AVY' SIUBI RAD '"TPDA(IZATON a) U FGN MAANLINL PAVI &ITNT WHICH CA% BE EXPANSION ��" E`',Jal0t4 OMITTEU N Fi E,PB`RXACrEJ JCJIN; --...< ,ON1T 4, RADIAL. C;LIIRR OR COMBINATION G1JRN AND C 'TTFR X x SH ALL 14,01 Bi COH5tgUF.'''.-D 9EYOND INE M3/W 'LINO -T401E 041rUT"'A LI V Q" OP AS c-�, MAINL. ,'E RGADWA'r a) EXCEPT FAR REP LAC=METH, PURPOSES. disvf ON .'t:0"CPL :Ei'UON x14-•=`.: U L PLAN VIEW ENTRANCE NOTES v 5. WHEN "HF ENII'RANCE R,4)A i,AANNO-( ACC.; MMM ATL Thi' l'IeSRYNG REQUIREMENT: OF ANTICP,ATED HEAVY TRUCK MAINLINE HOAL',N.A SLJ;u_'"I TRAFFIC; Trt, OEF�TH FOR S�MI3.E+M4k � Ctlt%3 RrNttE�S .C'PARABti7LAO C-iR'dE (ENTRANCE iSNI�.''J f f EDGE OF PAVEMENT CR t � MAY' I �^ I,PTIQNk, Fl+")'N,' LINE; SLOPE CHAN-E ) 4 _ _ . _ _.. __B ' - - WITHIN THE DMITS OF THE RADISHOULD BE INCREASED TO 7`.'SEF C0-13) 6. 1='LXNS ARE TO INDICATE Wt4EN +;011irRQCT}QN SAF A� FLOW LINE iS REPQUTAtD TO PROVIDE POSI. IVI_ bF AINACL OP,EJ. S �• a, 4SEL NOFE i) , THE. ENTR44CE.. 3 VAX. fl f - =. C 1 ', I'H u s;XAiht_ ANN MAXIMUM PAIRA)ICt c,RAUE CHAry ES _;_CPE. CHANGE- € :�, aJ 0 ARE I,kBTEG I'°f THE cLLCI AHLE EIHTRPNQE GRPVtG TAB i,+2S' VALUC: ARE "ioi. 4)PLIC iM.E TO SIAiTc."" CGINN CVIO"3. 6' YR t _ 20i MINTMLIM FOR COMMEROAL ENTRMLE INTERSECTION NOTES 2'-0" (1. WHEN CC -1113 USED FOR STREET CONNECTIONS, THE P' r•,ir R4`L. C# C� '"zTRVCT GRAVE C°, -,A C-L.S WITH A PAAAB.LI. f.ONNLi:'rF}N MU'5T U NESIeiNILID N' AcCUR>SA+NC7'. WITH w .1 A*5HT'Qt PC ICY s THE APPLICABLE ABLE REOLKRxEM1ENIs SECTION I A - A OF Tu?F `V6,,5T ROA-, DF'SGN WA`N A: Iti4l UDIF,`�C. :- "+ PINS; li K YA1n '«Ea JIIo co 9, CIE' OI_rAL EL OW NE. 14AY F",€�.t UlgE #0eP"ti!G t r A POR IO=N OF CUT ER TO PROVIDE POSI7xvE UR,4N'AACE t RD'S THs $#�TFRSSEC ION. 2 3 2" >± ,AAAA .r� .. <...<, .........<,,,,,1 5 6 8 9 ALLOWABLE ENTRANCE CRANE CHA14GES CLASS A ✓fit"''.. SECTION, C EH T s ASC 1 VOI L» GRADE ICeONCE of SbmABLE. 1AAXIMUM N � 0 4 6 MEDIUM S4^A 15 t0 VPo m J X' 6 LOW I LESS TRANS a0C VPD 4 PX 0 t 1401 Ea_I.pWLE EN rRA� Cgk)E Tg9 E _ Hf31 4RP�e ABL3 TO STREET Cih"ECT.CNS xREFErL"`4I E '+IL` 00T s�EFt E'V4c METHOD OF TREATMENT RO AT: Ara AR ?(F `a 1 A1ti::I,WU S 302 (C(1NNFCTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REv410N DATE ",HFFFr I (:)F t VIRGaPJIA DEP.ARTWF.NT nF TRANSFCIRTATinN 2,;r 04 I --- Tp.eATeo v000 CATes runsH TO NATO;, crDcs 7yi O V ( I � C'UINP5T[P. -A10CIDEII erl Lu�)!KC 'l tl 6 neI�HT iii 1 ( I DUMPSTER ENCLOSURE DUMPST-P, FFAD PLAN 5 DUMPSTER ENCLOSURE DETAIL C5 JNot To Scale -1 d 511UL oxunn TOP CA e_; 1" dia. holy t" dia. hole Top View L` 12 Til" L?' �lView� .� 1'6" long reinforced <k rod I1sed tQt` taTrlti With, or Without clearlout \\ 1 {:mass "F" Concrete � (3) #T Reinforced rod wi4'lght 3oo Lbs. 6 BUMPER BLOCK DETAIL C5 Not To Scale LD -204 Stormwater Inlet Computations Inlets on Grade Only N � 0 4 6 CD O `� 2 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 3 6 9 4000 PSI IF PRECAST. Z 5 1 3. COMBINATION CURB III GUTTER HAVING A RADIUS a) Q 1 14 15 L O BE PAID FOR AS RADIAL COMBINATION CURB & z a) GUTTER. G O 4. FOR USE WITH STABILIZED OPEN -GRADED 4) J t!) CL O a) +� U U C (D a) (!) a� 5, ALLOWABLE CRITERIA FOR THE USE OF Q O a) U U O 2" R 0) � X x C7 a) P (n a U L -0 v O 7„ • P (a o s= a� > --P ----'-'---- THE BOTTOM OF THE CURB AND 4- GUTTER MAY BE CONSTRUCTED cn C? U 2'-0" U U CS 0 U li 71 (5)I° co AT THE OPT OF THE CONTRACTOR OPTION 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 (ft) (ac) (in/hr) (cfs) (Cfs) (Cfs) ( ft/ ft) ( ft/ ft) ( ft/ ft) (ft) (ft) (Cfs) (Cfs) STR-2 DI -313 8 0.59 0.95 0.56 6.5 3.65 1 3.65 0.015 0.02 0.044 - 6.13 0.27 100.0% 0.70 0.00 8 0.59 0.95 0.56 4.0 2.25 2.25 0.015 0.02 1 0.044 1 5.12 0.23 1 100.0% 1 0.78 0.00 J IR SPECIIFICATION REFERENCE 315 DI -3A, 38, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS D " APPROACH F vcflN�inni _inlr•�r 3'-10" FRAME & COVER BACK: OF SIDEWALK Y JOINT �a-. SEE STANDARD IC -2. BAR G GUTTER WARPED 4^ 4- 2" l a '�% :: GUTTER BARS C �-6{"-B-"{-6"{ L: w BAR CT I :$•-SUBBASE '�- - 2.. ARS F I I BARS B C- 0 - - _ .HARDWARE [CLOTH 1d i z z + BARS F WEEP HOLE. o w SEE NOTE 8 - y`"-4 I � w - o� LL4 TEPS.'SE it II BAR F BAR A / OTE 5 a II II BARS D FACE OF CURB -� CR K. CONTkOL JOINT GUTTER CRACK CONTROL JOINT &, r PLAN 3 ° SECTION A -A ' I 10' MAY.. / KEYED CONST. JOINT L -VARIABLE - MAX, 20' 8" 2'-6" 8„ ^^<'-10" t 2" WARPED I_ GUTTER 3'-0" x 2" APPROACH I� N BARS A GUTTER 7^ - - ` BARS F BARS E N y 3" DIAMETER -BARS E WEEP HOLE FRONT ELEVATION BARS Fes/ 8 r-&" a" BAR' B - - - -} (GUTTER REMOVED) 11 ., 3'-0'• /a 8 I� Is" 5X'/4" BENT PLATE SECTION 8-B >. CJ TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDS. � L2/q x2/7 x/,' TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. GALVANIZED TYPE A TYPE B '�z" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68`30' TO ANGLE IRON AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH %Z" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C -C. 2" APPR, PAVEMENT D1 -3A L L pi -38 L DI -3C L WARPED PAVEMENT r-� r-- --------- = I = ( FLOW FLOW FLOW 1`-0" 1 l 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL '~tv©aT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET I OF 2 REVISION DATE 12"" - 30" PIPE, MAXIMUM DEPTH (H) 8' 233 G8/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.09 CG -12 GENERALNOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN WARNING- OMAYY BE USED WITHATHEIAPPRIOVAL OFTTHECENGINEER. DETECTABLE TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS $O THAT AWJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. IMIN 5, REQUIRED BARS ARE TO BE N0. 5 X 8" PLACED T CENTER TO CENTER ALONG 1 BOTH SIDES OF THERAMP FLOOR, MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER le"` 121 MAX_ 6, CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SH OMN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE AX HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 1 12 JriA �' ACCESSIBLE ELtMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5 _ X AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MIN AT , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND - S EDGE QF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS �C AT it H , SAME AS TOP OF CURB PERPENCMCULAR TO THE CURB. 4. TYPl!�� COryryCRETE SIDE ALK IS 4" CK. WHEN THE E�1TRANCE RADII CAhJNOT TYPE C ACCOMI(ODATE THE TUR G REQUIRETEM(TS OF AI♦TK IPATED HEAVY TRUCK TRAFFIC REFER TO ST DARD CG -13, COMMERCIAL ENTRANCE (HEAVY PARALLEL S( PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH A41.6" 2.4" TRUNCATED DOME �C-C O O 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 } t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0'A?N 0 0 O O 0 O O O 0 0 0 O 0 0 0 0 0 0.2"' Z 50Y - 65/ OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER 0 0 0 o 0 0 0 0 o 0 0 0 0 0 a 0.9" 1.4" VARIABLE BASE DIAMETER 4' MINIMUM. --� PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG -12 DETECTABLE WARNING SURFACES" REV, 7/05 GENERAL NOTESso 203.051 VIRGINIA DEPARTMENT OF TRANSPORTATION 2 4'° LEGEND - GREEN (R TS.ORPFL), WHIITE SYMBOL ON BBE (RET OREFL) BACKGROUND - WHITE (RETROREFi , "Reduce sparing 50%A x:*See page 6--31. *See page 2 too arrolw desigm LD -229 Storm Drain Design Computations Commonwealth Aoartm encs SPECIFICA1TiON REFERENCE ICOMBINATION 611 CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 4„ RADIUS i A.' MIN .A SURFA MAX. e .'Ari si BASE Q -4 4" � 2' R • ,, . -st --� SEE NOTE 4 s" SURFACE BASE SUBBASE NOTES: 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB FACE OF VC RB) WILG A LUS OF BE PAIDFEET, FOR RADIAL CURB, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED V MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -2 IS TO BE USED ON ROADWAYS METING THE APPEAFTHRADO��EIGINDIIXOFEVDOTOAD�S MANUAL. SPECMATM RITEK CE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06 201.01. 45 DOWELS, 8" LONG A ERMISSIBLE AT 12" C -C rc,ONSTRUCTION 5' MIN.INT 12 MAX AX m z v 12'1 MAX B 2'� RAMP (SEE TABLET TRUNCATED DOMES A SEE SHEET 1 O 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE - OF ROADWAY CURB BACK OF CURB 48 = 1 MAX. 20 1 48 SECTION A -A /-PERMISSIBLE CONSTRUCTION JOINT 4SECTION B -B NOTE: FOFR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEI£ SHEET I OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT NOTES. 0 4 6 I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 5 7 2 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 3 6 9 4000 PSI IF PRECAST. 8 12 5 1 3. COMBINATION CURB III GUTTER HAVING A RADIUS 6 1 14 15 OF 300 FEET OR LESS (ALONG FACE OF CURB)$HALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER 5H&L BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5, ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A J 2" R OF THE VDOT ROAD DESIGN MANUAL. p P a P a s a P 7„ • P a P a P a a D P P P --P ----'-'---- THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTANED, THIS ARE A A CONCRETE MAY B E AT THE OPT OF THE CONTRACTOR OPTION SPECIFICA1TiON REFERENCE ICOMBINATION 611 CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 4„ RADIUS i A.' MIN .A SURFA MAX. e .'Ari si BASE Q -4 4" � 2' R • ,, . -st --� SEE NOTE 4 s" SURFACE BASE SUBBASE NOTES: 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB FACE OF VC RB) WILG A LUS OF BE PAIDFEET, FOR RADIAL CURB, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED V MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -2 IS TO BE USED ON ROADWAYS METING THE APPEAFTHRADO��EIGINDIIXOFEVDOTOAD�S MANUAL. SPECMATM RITEK CE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06 201.01. 45 DOWELS, 8" LONG A ERMISSIBLE AT 12" C -C rc,ONSTRUCTION 5' MIN.INT 12 MAX AX m z v 12'1 MAX B 2'� RAMP (SEE TABLET TRUNCATED DOMES A SEE SHEET 1 O 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE - OF ROADWAY CURB BACK OF CURB 48 = 1 MAX. 20 1 48 SECTION A -A /-PERMISSIBLE CONSTRUCTION JOINT 4SECTION B -B NOTE: FOFR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEI£ SHEET I OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 1 10 15 6 1 14 15 NOTE- THE REQUIRED LENGTH OF A PARALLEL RAW IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. 3 Y Cn C CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5, ON PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA. SMCFEATM CG -12 DETECTABLE WARNING SURFACE 02 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 ��A L OP JUyTIN M. SHIMP Li c .No. 4, 183 S10NAL V, j t \ � G) \ o� l?� i111�!1 I �, II I I I11�,1 PRESERVED SLOPES I ILIA [�ainten nce Ground—y I (I cn I I I over for Greater than / 3:1 Slope Areas/ I I ( I I iL:ir�ope picata to b 11 PI ed 1' A p / f \ � TMP 61W-3-26 Open Space Parcel Turtle Creek Condominiums- D.B. 987-372 ` - 1 Present Use: Apartments �\ _ Zoning: R-10 Owner Responsible for Tree Replacement if Tree is Removed= for Storm Pipo"repair SITE BENCHMARK— TOP ENCHMARK-- TOP OF DROP INLET ELEVATION 516.1 r / EXISTING SANITARY SEWER MANHOLE EXISTING 8" PVC SANITARY'\SEWER T=516.71 inv=510.91 Inv. = 510.42 APPROX. LOCATION OF PROPOISED ACSA SEWER LINE TO BE CONSTRUCTED BY ACSA � T`I� / o� / / / P/ 61V-3— 4A I .• C91onicl Realty ¢ I' 't Limned Oartneri hip \ e f / / 0.55 (Acres, \ D.k. 42 0-03� ofnese t U e: VC Residenti'al ?.: "�? (a> , oning. PRD l �1 LOCATION EXISTING 8" WATERLINE RPP , ROXI STATE ROUTE 852 COMMONWEALTH DR LANDSCAPE SCHEDULE i l\ Plant Symbol Planting Type Botanical Name Common Name Cal./Height Canopy Quantity Cantal opy + Large Shade Tree Zelkova serrata Green Vase "Green Vase" Zelkova 1.5" Cal. 350 5 1750 x Large Shade Tree Acer rubrum "October Glory" Red Maple 1.5" Cal. 397 5 1985 Ornamental Tree Homamelis virginiona Common Witchhazel 6' Ht. 113 5 565 Ornamental Tree Malus & cvs. Crabapple 6' Ht. 129 5 645 Shrub Pyracantha "Lowboy" Lowboy Firethorn 18" Ht. 6 30 — Shrub Ilex crenata & cvs. Japanese Holly 18" Ht. 16 39 — "Ottory ( ! o Shrub Prunus laurocerasus Cher- LaurLuyknel 18" Ht. 10 35 — Total Canopy 4945 EXISTING 10" VCP SANITARY SEWER 20 0 20 40 .0 EF -011719-11" ■ 1 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 a 46, p` IMMEDIATELY AFTER 4 PLANTING AND WATER Qv THOROUGHLY. 4 04 PLANTING PIT. PREPARED SOIL FOR SHRUBS �o D SOIL SURFACE ROUGHENED TO BIND NEW SOIL LANDSCAPING REQUIRED Street Tree Landscaping: 1 Large Street Tree Per 50' of Street Frontage. 243 LF/50= 5 Large Street Trees Req. T O� Shrubs Along Public Streets: 1 Screening Shrub Per 5' of Parking Lot Frontage, 169 LF/5 = 34 Shrubs Req. p U JUSTI M. SHIMP Interior Parking Landscaping: 5% of Paved Parking Area Including Travelways L ° -o.45183 17,592 SF*.05= 880 SF Req. 1 Large Tree Per 10 Parking Spaces 44/10 = 5 Trees stoNAL Tree Canopy Requirements: 10% of Total Site Area in Tree Canopy 46,480 SF*.10=4,648 SF Canopy Req. LANDSCAPING PROVIDED: Street Tree Landscaping: 5 Large Street Trees Provided Shrubs AlongPublic Stre • 34 Shrubs Provided Streets: Interior Parking Landscaping: 897 SF Provided 5 Large Trees Provided Tree Canopy Requirements: 4,945 SF of New Tree Canopy Proposed Note: 1. 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. 2. All proposed slopes greater than 3:1 shall have a low maintenance (not grass) ground cover. Contractor shall determine the specific species at the time of planting. SET 5HKIU6 PLUMB. TOP OF ROOT13ALL SHALL NOT BE MORE THAN I" /ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 (OF ROOTBALL 3" TALL VtVATEKING BERM SHRUB PLANTING DETAIL Not To Scale FINI51HED GRADE n w Q SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPA TREE TIES, SEE S 1-112" SQ. OAK SET 180 DEGREE APART FINISHED GRADE APPLY 2" OF MUi PLANTING AND Wi THOROUGHLY 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQU PLANTING SOIL, A PLANTING SOIL Al' REMOVE BURLAP STRING FROM TOF OF ROOT BALL UND/STURBED SOIL TREE PLANTING DETAIL Not To Scale 0 LO i l\ � f 1 `I TMP 61 W—ON: Colonial Re f Limited Parti 4.503 Ac Q' D.B. 4280- Present Use: Al ,� Zoning' F ( ! o 0 EI I Q) w ry r. i Y o' z X w X. 0$ I Mill X EXISTING 10" VCP SANITARY SEWER 20 0 20 40 .0 EF -011719-11" ■ 1 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 a 46, p` IMMEDIATELY AFTER 4 PLANTING AND WATER Qv THOROUGHLY. 4 04 PLANTING PIT. PREPARED SOIL FOR SHRUBS �o D SOIL SURFACE ROUGHENED TO BIND NEW SOIL LANDSCAPING REQUIRED Street Tree Landscaping: 1 Large Street Tree Per 50' of Street Frontage. 243 LF/50= 5 Large Street Trees Req. T O� Shrubs Along Public Streets: 1 Screening Shrub Per 5' of Parking Lot Frontage, 169 LF/5 = 34 Shrubs Req. p U JUSTI M. SHIMP Interior Parking Landscaping: 5% of Paved Parking Area Including Travelways L ° -o.45183 17,592 SF*.05= 880 SF Req. 1 Large Tree Per 10 Parking Spaces 44/10 = 5 Trees stoNAL Tree Canopy Requirements: 10% of Total Site Area in Tree Canopy 46,480 SF*.10=4,648 SF Canopy Req. LANDSCAPING PROVIDED: Street Tree Landscaping: 5 Large Street Trees Provided Shrubs AlongPublic Stre • 34 Shrubs Provided Streets: Interior Parking Landscaping: 897 SF Provided 5 Large Trees Provided Tree Canopy Requirements: 4,945 SF of New Tree Canopy Proposed Note: 1. 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. 2. All proposed slopes greater than 3:1 shall have a low maintenance (not grass) ground cover. Contractor shall determine the specific species at the time of planting. SET 5HKIU6 PLUMB. TOP OF ROOT13ALL SHALL NOT BE MORE THAN I" /ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 (OF ROOTBALL 3" TALL VtVATEKING BERM SHRUB PLANTING DETAIL Not To Scale FINI51HED GRADE n w Q SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPA TREE TIES, SEE S 1-112" SQ. OAK SET 180 DEGREE APART FINISHED GRADE APPLY 2" OF MUi PLANTING AND Wi THOROUGHLY 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQU PLANTING SOIL, A PLANTING SOIL Al' REMOVE BURLAP STRING FROM TOF OF ROOT BALL UND/STURBED SOIL TREE PLANTING DETAIL Not To Scale 0 LO f t¢ r �kxz �tC 41� L� project Lo< ori G Il: cat i'1{7: I ype: Qty Philips Gardco 107 LLCM via[[ sconces feature a tow -profile design that provides wide flexibility in high performance exterior Wall ittumination. F111.1 cutoff performance, usable illumination patterns, and powerful wattages combine into a compact and architecturally pleasing design. 107L sconces are available in Type 2, 3, and 4 distributions, and provide output of up to 9500 lumens, Energy saving control. options increase energy savings and offer California Title 24 compliance, Emergency Batter y laackl..ip option available for path of egress. Ordering �g ide exarrlplc': 107L-32L-700-NW-GI-3-120-iMRl2-BZ Prefix Number of LEDs Drive Current LED Cotor- Generation ---- :1 Distribution (Emergency (Voltage Controls s {Electrical Finish i 107L 16L 530 530rvA CW -61 2 Typc2 E88C UNV 120-277V DD 0-'0'UDimmu)g Dnsers" f=using Textured 107L LED 16 LEDs 650 oSCq Coo 'I'A'hite 3 Igre.i Lrncrge.,cy NVU 341-480V DCC DualQrcwlCentre'i« """--'--"_ - Fl nrae(120 2/7 347VAC)l-- ---- ---------- BN Black '71a11 Sconce (1 module) ?OCRI WCOK, If, CHI 8685 Bat e,y APD'' DynaOimmer AuirmaticPah'.e Dnnrrurg F2 Double (20 `540 JSOV„C,^; WH s^r nL. 15 IilternalShlelci 700 )OC mA Ge•ieration1 41ype4 Paca Cold 120 120V ........ " .. ,.. ..--- _' `........... 0550 Dimming F3 Canadian Double Ful'. BZ B,cnze AAD -MRO' 7,Ciigp T 4 y' 70LA-3270 Neutral While n 240V Vdi to Paint SafetySCC, (7hours] 3 c- 145LA 4870 277 i NP 1000 1000 ma NW -GI Motion Response ( anide l 311a190 208 208V CIN50 Median 150k Dimmi rg(a how s) ir. ;209.24u 48CVAQI" DGY Dark Gay 2974 Pole ui,i [erLrcuai, r 5ersc 1200 120nIA Neutral'Niute ?r:ominal) Leave blank: 240 240V CE50 Econcn1y50% D:mmin„(9 hours)"10 .Arl)v..ilhMuLionResppllse MGY Medvm Spay 105LA-321A, 4COCK, jOCRI I Optional Color - i tocrritcan DA50 AltNight50%Dlmmin8�`1° 4 Customer specified 32L 530 530mA PCR5" , Phntoce I Recepladeonly GeneraCorn1 MRI ° emergency 277 277V O<I`Jl( ggrp/ i ccloi<rRA_ ..-..-......------.._._..W. <2 LGGscptictr Wg ?OCR( UNV r (ex 0C 1_CP PCR71- "Photocell Recepfadeonly oel ” ...I, ._._...._". _. Scntrm!Bi SC'%loVl lun Ovalle <_e:,ISCT f RAL Specify (2rnedule] 6 50 650n A' WW -G1 MR50 347 347V .." PCB Phoc ton (o-ofor auxiliaryc�i reeticns Motion Repor:;eat5C low, 4'ta,m :^;h'te I Spe ' oto) HVU RAM R,;t'cfitA«nh4o nlFin GP on-'. Itrypelmitted 700 70Cmh 3r3O0K,7O CPI 480 480`d Infrared Motion Response Systems ms OC RNL7024) 347-48C1V j supplyco;orchip PTF2'1 Pole Top Fitter 000 1000 mA GeneratanI MA IMR12 1,ILegral,,vith#21cns111t3 Icrzn.:'- Tenon CC Customcctcr vilt-te c ! _.,:_6�. M2strrfitler IMR13 Isrgr3 with#4 ens '° (rvust supply j _l.cte PTF31- Col Top fatter y'lr<- Wireless Controls i co lw chip for LLC2 42 tel>for9' D.PAtrt4ln) .._.,.._._ ........_. ...... _._�._... LLC2 h ogra r ado e wllh #2 sns moulilint, i Ngh,.s requl ed fa,"tory ' PTF4` Pole Top Fit(er LLC3'` 411 lens for 9-2.0' LLC3 In ogra. narlu �e witl #,encs �' qc ti 65OmA only available with Emergency Battery Pack Cold Rated (EBPC) option 32L rated for 30°C at 1000TnA Available for use with 16L and 32L in 530mA or 650mA only Rated for -20'C to 35'C Available in 120 or 277V only. Not available with Dual Circuit Control (DCC) option 161 -not available with Dimming Driver (DD) info Ilowing configurations, 5;0.700 and 1?00mAin 347 and 480V, NotavaiIable with Dimming Driver (OD) option 8. Available in 32L with 530niA. Consult technical support center for use with photocell and CS/CM/CL/DA. 9. Maifab!e in 126-277V (UNV) only. 10. Not available with LLC and DCC. 11. Not available with 480V. 12. Must specifiy input voltage 13. Not available with DD, DCC or LLC 14 LLC2/3 Not available with PCB. WRI, CS7CfA/CE /DA. Ships with WS accessory attached to wireless module, Notforuse with LLCR accessory. W' !"r'aled 4Wa OrV Narc..< Philips Garr_€co Eco -Form LED tun)inalre corinbines economy With performance. Capable of delivering UP to 20,000 turrlens or more in a compact, low profile lult-1,,€rig, Ecoi=onn offers a ne_w level Of cli tr)rrler',talti; . Ecc)Fol'm features art innovative retrofit arm € it, sirripiifying site conversions to LLD by eliminating the need to drill additional holes in most existing poles. Integral control systerns, inctuding (notion response and wireless contrails are available for further enerr,y savings during tiff peak hOLWS. a;%{'det'1' 3", efflij L exarllple: 'F(-APD-NIRO-1-4-75LA-NW-120-NP-LI= Prefix �- �— Controls E=1 Mounting Optical ---�-- System 1Nattage 'Color Ternp Voltage I Finish 7 -- � Options ECF — 1 2 534 rciA CW 120 i BRP TL Tool -La=s entry, and EcoForm Standafdlufninair,lean.-blar:k) stdoctucl TYPE 2'20V SSLA-3253' 6.5 fc '70V ! Brorzef'aiei driver rellovallurdv',are N/A DIM 2 3 75LA-4853 5,700P� 248 BLP TB' "rernur.11 Eluck PHILIPS GARDCO 0-101%lEnmm'ir' )lDI80 jpe _ 104LA-6453. T'' ?OCRI 08V 1 Mack Paint 8685 1 APD'' A (f'otnnah 15 IilternalShlelci Au(o Nofile Dimmirg 2@90 4 700 1-, - NW 240 WP LF' Lila. vsi g 0 AAD -MRO' 7,Ciigp T 4 y' 70LA-3270 Neutral While n 240V Vdi to Paint Auto !'rnfilP Di:;nin'and t 3 c- 145LA 4870 277 i NP LFC'' I Int',-usn.g tel C.arada 3 Motion Response ( anide l 311a190 i Tyi E S 13SLA-6470 },0 rinK _,C) (RI %r7)S I Nadi nal rai„t. PC' B's Recepiade with Pho(Ucell 2974 Pole ui,i [erLrcuai, r 5ersc 3@)120 @124 lflSrJn";A ?r:ominal) 347 0C dncLides PCR5) 777 .Arl)v..ilhMuLionResppllse 3(1'2034'V - 105LA-321A, WW` I Optional Color - i € PC@''-' Photo oli R.ullcn 0%erri ie k_ ninaire sensor 4 164LA-481A +Vrrri tVhile. 4801 i Suecify optional PCR5" , Phntoce I Recepladeonly MRI ° 4'�?9:) 215LA-641A O<I`Jl( ggrp/ i ccloi<rRA_ with ?durnlingconnections PAuticrRespo-•seat i Wg ?OCR( UNV r (ex 0C 1_CP PCR71- "Photocell Recepfadeonly SC'%loVl lun Ovalle <_e:,ISCT f Ntrll rnourf (I IJ011nal) Dr (1L- RAL7UL 1i I 1,20 277J with ?din"IT111'g dni� 7_ MR50 n I.:diu ;urtace I SOhzli3Ohc i E; auxiliaryc�i reeticns Motion Repor:;eat5C low, ccnda rear I Spe ' oto) HVU RAM R,;t'cfitA«nh4o nlFin polern u:[aclsensur Itrypelmitted i spt ify, gust 347-48C1V j supplyco;orchip PTF2'1 Pole Top Fitter "h+Pra Cur r.r i wa MA ;t7hzt6Qhe I Req,Aor, faclory Icrzn.:'- Tenon vilt-te c ! _.,:_6�. M2strrfitler _. j _l.cte PTF31- Col Top fatter y'lr<- i for-."-3':'Tenon LLC2 42 tel>for9' D.PAtrt4ln) moulilint, i Ngh,.s ' PTF4` Pole Top Fit(er LLC3'` 411 lens for 9-2.0' for ? Ifz"-4" Tenon mounting he=ights RPAI' Round Pale Adapter LLC4" 74 nems ter i I for 'V`- TO D 11.0'r,otintio in ghts ; BD B!A Deter`ent (field Installed only) .. AvillilDle in'a0V 277`1 VeI[boes ort✓ (UNV. J;"C. 20C, ?-,C :2)/) 2. NiR50 and A?) MlrO lur'nnn -ares rrgrir Inc. rnocicr sen, �i p -r pol, Ajetds p ril:_I,_ p,tfa2 to ACCeSsorres. AVallabte in 12Ub' cr 2?;`V or Iry .3. L -CI Ni Rl out bu,; rd: r; ojA Tcnr,inal 31ock; IH) Cann 4 I.LC, f C:i%L',J 1 WIr, I uc on,ro is lore -oL cord czura'oleVJ11 -ICa,I IC RL-l`1171C1)-lens. Seo-' ria ge. 6 -7 f or Iirrcz n fo. 5 CO: 1ta2[facr.,iy rrr lean A noes e It w,. I n;^. hi 1,, G. I•]c ! Type (.:) Uptics. 7 hint corn .:ruhlc: with 120 277V (UNV) V I_a_erL. V,.r ,e must r. ;L-cificd. F, N -A r,i rfi,uraUte with 13iiV fd8ll) Vottag:a. J. W;rks rJill}-Erin cr'3-pi'PJ _P:1,'k Uh�laeirllr, dimming device. IQ.I fr;rdQfedwith r,4 APD,VUI, V! R60,AP,?.''Hi climiTinbwill. not Geconr c,e-i;3NEMA rec:eplarA, Schedule Symbol Label Quantity Manufacturer Catalog Number Description Lamp Number Filename Lumens Per Light Loss Wattage N/A N/A SITE AREA + 1.1 fc 6.5 fc 0.0 fc Lamps N/A Lamp Factor F] 4 PHILIPS GARDCO ECF-3-105LA- 4870 -NW -IS ECOFORM SLE 2.1 LIGHT ARRAY OF 48 LUXEON T LEDs DRIVEN AT 700mA 1 ECF-3-105LA-4870-NW-IS.ies 8685 1 103.8 A 0 3 PHILIPS 107L-3-35LA-NW 107 Gullwing Sconce LED (1) LIGHT ARRAY OF 32 LEDs 1 107L-3-35LA-NV(V.ies 2974 1 33.5 B GARDCO DRIVEN AT 350mA Statistics Description Symbol Avg Max Min Max/Min Avg/Min BOUNDARY LINE + 0.1 fc 0.5 fc 0.0 fc N/A N/A SITE AREA + 1.1 fc 6.5 fc 0.0 fc N/A N/A I"_ Veor ,aiit 3 } in fir 5-Yrir y.\TA (%f (l7 clr*limn',; de"'Ico ala a+.-IharY'cc, r.ectl ns arc Cor w'-cted (tcr fa-uro .,�c cnl,)_ 'I - v r: ,i (,r.'.ual L".a.i4-h 13- No adaptor tool ni ed Gar 4" rountl pc. Ws. hP.A.`, I_rwv iclet l vvtd I'3taO, ,JrLsIdi dd. Id, 1 1 20 40 •1 ■ ■ ■ ■ ■ i C� JUSTIN M. SHIMP tic T co 45183 "_`V�jONAL 01119 q —X —/ 7 10+00 10+50 STORM SEWER PROFILE ST -1 TO 2 SCALE: 1"=10' Horz. 1*=6' Vert. 11+00 510 505 495 490 N I _TJ l-�y 0�41 u JUSTIN M. SHIMP vte No. 45183 485 101 V, NAL 475 470 2 ENTRANCE PROFILE C8 SCALE: 1"=10' Horz. 1*=5' Vert. WATERLINE PROFILE SCALE: 1*=10' Horz. 1"=6' Vert. r� 7 OL W20-1 W20-4 ► SM" 250" Between Each Sign ------ ° ®,.® coo till! W20-7 FLAGGER STATION MOT PLAN FOR COMMONWEALTH APARTMENTS TTC-23.1 LANE CLOSURE ON TWO-LANE ROADWAY USING FLAGGERS FOR THE FOLLOWING WORK AS OUTLINED ON THE SITE DEVELOPMENT PLANS: 1. SEWER CONNECTIONS 2. WATER CONNECTIONS 0) o o ® o (D W3-4 W20-1 W20-4 W20-7 G20-2 (V) R9-11 W20d1 a FLAGGER STATION CIO o 6 R9-11 tate ute 852 nmonwealth Drive ria e Width ROW ped Limit 35 mph ADT 5400 CD I o Ln N C N Other VDOT Notes: Warrant Analysis yields no extra turn lane or taper. See graph below. END ROADWORK —17, TMP General Notes Q W20-1 1. It is not thie intent of this plan to enumerate every detail which must: be considered in the construction of each stage but (only to show the general features necessary to provide for proper handling of traffic. The construction techniques ultimately used by the Contractor are to be reviewed bye the Engineer. The Contractor shall submit traffic contirol plans not expressly outlined in the Virginia Work Area (Protection Manual for approval at least 30 days prior to perrforming the work. No deviations from the plans will be aliovwed without prior approval from the Engineer. 2. The phases in this sequence of construction shall be followed unlless the contractor submits an alternate sequence aind secures the approval of the engineer for a sequence wihich will both expedite construction and lessen the effect iof such construction upon the traveling public. Portions of roadways in the different phases may be constructed provided they do not interfere with existing traffic flow and/or do not cause any delay in project completion. 3. Under no circumstances will concurrent construction left and right of any lane be allowed unless otherwise directed by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the 2009 MUTCD, the 2011 Virginia Work Area Protection Manual, 2007 Road and Bridge Specifications, 2008 Virginia Road and Bridge Standards, and as directed by the Engineer. 5. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone. Also, horizontal and vertical sight distances shall not be impacted by parked construction equipment. 6. Existing pedestrian access shall be maintained during constructiorn. If existing condition cannot be maintained a pedestrian diversion or detour shall be installed meeting ADA requirements. 7. The contractor shall provide temporary drainage as required to prevent ponding of the water on the roadway and adjacent properties. Any temporary drainage on the project is the contractor's responsibility. The cost to install temporary idrainage structures is to be included in the W2o41 11 1 too 200 300 /0 price bid for other items in the contract and no other compensation will be allowed. 8. All travel lanes shall be asphalt throughout construction unless otherwise approved by the Engineer. 9. When proceeding from one phase of construction to another phase, any existing or construction pavement markings that conflict with the new traffic pattern shall be eradicated and re—striped accordingly. 10. Existing signs no longer applicable or in conflict with intended traffic control shall be removed or covered with opaque material. All other signs are to be maintained. 11. Traffic barrier service shall be installed and removed so as not to present any blunt end hazard to the motoring public. The placement and removal of the traffic barrier service and barricades are to be coordinated by the project safety officer. 12. All traffic barrier and impact attenuators shall be installed to maintain sight distance requirements at all intersections and entrances during construction unless otherwise directed by the Engineer. 13. All signs mounted to Type III Barricades shall be crashworthy and shall be in accordance with the 2011 Virginia Work Area Protection Manual. 14. All protective devices shall be in place to protect all signal foundations and poles prior to exposing to traffic. 15. The existing posted speed limits shall be maintained during construction unless otherwise approved by the engineer. 16. The Contractor must have at least one person certified in Work Zone Training at the Intermediate Level to design and at least one person certified at the Basic Level to install and maintain the work zone. 17. Flagging operation shall not hold traffic long than 5 minutes without approval of the Engineer. 18. The contractor is responsible for coordinating the construction, signing and traffic management plan with other adjacent project under construction. 19. All pavement markings and traffic flow arrows are schematic only. The actual location and application of pavement markings shall be made in accordance with section 512 & 704 of the applicable VDOT Road and Bridge Specifications, the MUTCD, the Road and Bridge Standards or as directed by the Engineer. 0g, U JUST N MM. SKIMP otic. .No. 4, 183 led ��`�sIONAL ��� �// &? -ex(-17 k aD Q Z o 5 I co G20-2 (V)@) R9-11 0 7 OL W20-1 W20-4 ► SM" 250" Between Each Sign ------ ° ®,.® coo till! W20-7 FLAGGER STATION MOT PLAN FOR COMMONWEALTH APARTMENTS TTC-23.1 LANE CLOSURE ON TWO-LANE ROADWAY USING FLAGGERS FOR THE FOLLOWING WORK AS OUTLINED ON THE SITE DEVELOPMENT PLANS: 1. SEWER CONNECTIONS 2. WATER CONNECTIONS 0) o o ® o (D W3-4 W20-1 W20-4 W20-7 G20-2 (V) R9-11 W20d1 a FLAGGER STATION CIO o 6 R9-11 tate ute 852 nmonwealth Drive ria e Width ROW ped Limit 35 mph ADT 5400 CD I o Ln N C N Other VDOT Notes: Warrant Analysis yields no extra turn lane or taper. See graph below. END ROADWORK —17, TMP General Notes Q W20-1 1. It is not thie intent of this plan to enumerate every detail which must: be considered in the construction of each stage but (only to show the general features necessary to provide for proper handling of traffic. The construction techniques ultimately used by the Contractor are to be reviewed bye the Engineer. The Contractor shall submit traffic contirol plans not expressly outlined in the Virginia Work Area (Protection Manual for approval at least 30 days prior to perrforming the work. No deviations from the plans will be aliovwed without prior approval from the Engineer. 2. The phases in this sequence of construction shall be followed unlless the contractor submits an alternate sequence aind secures the approval of the engineer for a sequence wihich will both expedite construction and lessen the effect iof such construction upon the traveling public. Portions of roadways in the different phases may be constructed provided they do not interfere with existing traffic flow and/or do not cause any delay in project completion. 3. Under no circumstances will concurrent construction left and right of any lane be allowed unless otherwise directed by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the 2009 MUTCD, the 2011 Virginia Work Area Protection Manual, 2007 Road and Bridge Specifications, 2008 Virginia Road and Bridge Standards, and as directed by the Engineer. 5. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone. Also, horizontal and vertical sight distances shall not be impacted by parked construction equipment. 6. Existing pedestrian access shall be maintained during constructiorn. If existing condition cannot be maintained a pedestrian diversion or detour shall be installed meeting ADA requirements. 7. The contractor shall provide temporary drainage as required to prevent ponding of the water on the roadway and adjacent properties. Any temporary drainage on the project is the contractor's responsibility. The cost to install temporary idrainage structures is to be included in the W2o41 11 1 too 200 300 /0 price bid for other items in the contract and no other compensation will be allowed. 8. All travel lanes shall be asphalt throughout construction unless otherwise approved by the Engineer. 9. When proceeding from one phase of construction to another phase, any existing or construction pavement markings that conflict with the new traffic pattern shall be eradicated and re—striped accordingly. 10. Existing signs no longer applicable or in conflict with intended traffic control shall be removed or covered with opaque material. All other signs are to be maintained. 11. Traffic barrier service shall be installed and removed so as not to present any blunt end hazard to the motoring public. The placement and removal of the traffic barrier service and barricades are to be coordinated by the project safety officer. 12. All traffic barrier and impact attenuators shall be installed to maintain sight distance requirements at all intersections and entrances during construction unless otherwise directed by the Engineer. 13. All signs mounted to Type III Barricades shall be crashworthy and shall be in accordance with the 2011 Virginia Work Area Protection Manual. 14. All protective devices shall be in place to protect all signal foundations and poles prior to exposing to traffic. 15. The existing posted speed limits shall be maintained during construction unless otherwise approved by the engineer. 16. The Contractor must have at least one person certified in Work Zone Training at the Intermediate Level to design and at least one person certified at the Basic Level to install and maintain the work zone. 17. Flagging operation shall not hold traffic long than 5 minutes without approval of the Engineer. 18. The contractor is responsible for coordinating the construction, signing and traffic management plan with other adjacent project under construction. 19. All pavement markings and traffic flow arrows are schematic only. The actual location and application of pavement markings shall be made in accordance with section 512 & 704 of the applicable VDOT Road and Bridge Specifications, the MUTCD, the Road and Bridge Standards or as directed by the Engineer. 0g, U JUST N MM. SKIMP otic. .No. 4, 183 led ��`�sIONAL ��� �// &? -ex(-17