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Home My WebLink AboutSDP199900127 Plan - Approved Final Site Plan and Comps. 1999-09-24INDEX OF SHEETS I COVER SHEET 2 ROUTE 250 ROADWAY IMPROVEMENTS 3 DMV SITE PLAN 4 STORM DRAIN PROFILES 5 WATER & SEWER PLAN 6 WATER & SEWER PROFILES 7 EROSION & SEDIMENT CONTROL PLAN 8 EROSION & SEDIMENT CONTROL PLAN 9 DRAINAGE AREA MAP 10 PHOTOMETRIC PLAN & LIGHTING DETAILS 11 STORMWATER MANAGEMENT PLAN 12 SIGNAL PLAN — ROUTE 250 / ROLKIN ROAD DIVISION OF A4TOR VEHICLES RICHMOND ROA D 0 n. HURT INVESTMENT COMPANY f;JAP ,. i nz. / , CTTESVILLE hO____ ,r / 22911 •I1, FAX •, ��4) 2`9`6-315thr(804) 19 r i >1 F"` P I , � ✓ ti r' RTE 250,EA5T RICHMOND RD. SOUTH PANTOPS OR/VE ::" NDRTN PANTOPS DRI Vf 611 z '4 �5 k� i OMW �5Y7E ( r t �i\ •t �Y � /`r \b q fdij STATE FARM 8L V0. /f' { firs SCALE: 1 " = 500' INSPECTIONS DEPARMENT FIRE OFFICIAL % < L'-7 VIRGINIA DEPARTMENT OF TRANSPORTATIONN (� A VIRGINIA DEPARTMEM1I OF HEALTH f WE THE UNDERSIGNED DEVELOPER(S)UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPARMENT OF TRANSPORTATION (VDOT)APPROVAL OF ;I PLAN, APPROVAL OF THE PLAN BY THE COUNTY DUES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. 6-15-99_ VDOT COMMENTS _ ZONING DEPARTMENT iAffmass SITE DEVELOPMENT PLAN NO. SDP 98-131 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT—OF—WAY. ALBEMARLE COUNTY SERVICE A/UTHORI/TY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM PLANNIt�C, DEPARTM NT 7 DEVELOPER HURT INVESTMENT COMPANY `) `7 ENGINEERING DEPARTIALNT PLAN PREPARED BY: WILBUR SMITH ASSOCIATES % < L'-7 VIRGINIA DEPARTMENT OF TRANSPORTATIONN (� A VIRGINIA DEPARTMEM1I OF HEALTH f WE THE UNDERSIGNED DEVELOPER(S)UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPARMENT OF TRANSPORTATION (VDOT)APPROVAL OF ;I PLAN, APPROVAL OF THE PLAN BY THE COUNTY DUES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. >Qr SDs S1 TE �{P SCALE: 1 = 2000' KEY PLAN r—� 6-15-99_ VDOT COMMENTS _ GENERAL CONSTRUCTION NOTES iAffmass SITE DEVELOPMENT PLAN NO. SDP 98-131 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT—OF—WAY. SPECIAL PERMIT 98-50 INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORATION (VDOT). THIS PLAN AS DRAWN MAY DEVELOPER HURT INVESTMENT COMPANY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PEtMIT. WHERE ANY PLAN PREPARED BY: WILBUR SMITH ASSOCIATES DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT' SHALL GOVERN. 0. rn 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS TAX MAP & PARCEL TAX MAP 78 PARCEL PORTION OF 77 SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. ZONING POMC. EC UNLESS OTHERWISE NOTED. MAGESTERIAL DISTRICT: RIVANNA moL` PROJECT LOCATED IN : ALBEMARLE COUNTY, VIRGINIA 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 OTHEk CONSTRUCTION. PROPOSED USAGE OFFICE W TOTAL SITE AREA 2.7 ACRES. 119,479 SQ. FT 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND TOTAL BUILDING COVERAGE 9.140 SO. FT. b MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY TOTAL IMPERVIOUS COVERAGE: 82,186 SQ. FT. OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. TOTAL OPEN SPACE 28.153 SO. FT. 5. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE TOTAL EMPLOYEES 20 DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. PARKING SCHEDULE GROSS FLOOR AREA ; 9.140 SQ. FT. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE: VIRGINIA MANUAL FOR PARKING REQ. OFFICE (1PER 200 SF.) 9.140 / 200 = 46 SPACES UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. PARK NG PROVIDED 149 SPACES + 1 LOADING SPACE 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED BOUNDARY SURVEY B. AUBREY HUFFMAN AND ASSOCIATES CONCRETE PIPE CLASS III. TOPOGRAPHIC SURVEY: WILLIAM BELL. LOUISA. VA. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA SITE IS NOT LOCATED INA RESERVOIR WATERSHED. STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 Ch PART 1926 ). STE S NOT LOCATED WITHIN 100 YEAR FLOODPLAIN LIMITS. 9. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK ALL DIMENSIONS. SITE PLAN DATE : APRIL 19. 1999 CONDITIONS, FINAL GRADING AND FIELD LAYOUT ON THIS PROJECT AND REPORT ALL 1" = 20' INCONSISTANCIES TO THE ENGINEER, SURVEYOR, ARCHITECT AND OWNER. SHOULD PLAN SCALE : THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL CONTOUR INTERVAL: 2' RESPONSIBILITY FOR ANY ERRORS AND INCONSISTANCIES. ALL ROADS TO BE PRIVATE 10. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS SIGNAL AT ROLKIN RD. AND ROUTE 250 TO AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED BE INSTALLED BY DEVELOPER ONE—HALF ( 1,2 ) FOOT CANDLE. 11. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND. MAX. BUILDING HEIGHT 35' AGL 12. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED POLYETYLENE Qd'pdi PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PB -1 - REQUEST WAIVER FOR STORM WATER DETENTION �yTH BMP REQUIREMENTS WILL BE MET THROUGH USE OF REGIONAL POND OR SELF CONTAINED SYSTEM. 13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE IN EFFECT AT THE TIME OF CONSTRUCTION. 14. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3.000 OR MORE INITIAL., ., y r` LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL�a_-, o� t u/. CUTOFF OPTICS. SsiaNAL >Qr SDs S1 TE �{P SCALE: 1 = 2000' KEY PLAN r—� 6-15-99_ VDOT COMMENTS _ 2921 Telestar Court iAffmass Falls Church, VA 22042 �"!!ir Tel 703 898-9780 Fax 703 280-1631 0.EVISION G 0. rn w oQj� moL` d O J Z' d W b Wilbur Smith Associates 6-15-99_ VDOT COMMENTS _ 2921 Telestar Court iAffmass Falls Church, VA 22042 �"!!ir Tel 703 898-9780 Fax 703 280-1631 GRAPHIC SCALE(S) a 6-15-99_ VDOT COMMENTS _ PEYISItlM, 6-2+99 ACSA COMMENTS 0.EVISION G t 4 I We.1xG su.r _ OE9I6HED BY DRAW BT CNECMEE BY 1HJ/EET ND. Of I� O.Sf.1PLINE TYPE t SEQUENCE IU 4t W w 0 Q 4 PROPOSED PERMANENT SIGNALIZATION EASEMENT IOI i LV j ,e )air IS��f)R9 ....�..-„_.b .s....:._ ..._...:__....... PROP. R/W ROUTE 250 PROP RIW(24 .� ,... II Pl 96.76.96 (RTE250) �,.,,. �.. .� ., . POLE c U� a M . DELTA • 4 39T6'LT. ae T • 47624 Ts P�� U vwi_� L951.93_ _ -�-- nuc � ; „ R • 11459J6Cdc+i, j �ti f PC - 92.00.74 (RTE250) PT • 101-52.67 (RTE250) rf E 2J0/. ONLY ,Yi� ONLY PROP. R/W __ VARIES VARIES O' TO VARIES!2 5' EXIST. PVMT. RIGHT TURN LANE 2 Z�. 5'-g 0 -6" EXIST. PVMT_ RIGHT TURN LANE 2' 3, REMOVE_ EXIST. STD. CG -6 REMOVE EXIST. _ STD, CG -6 CURB & GUTTER CURB & GUTTER SAME SLOPE AS T SAME SLOPE AS EXIST. PVMT./as; t° 2' EXIST. PVMT. %a°:l a e c D --� 2 =_--_--_— — " ------------- — :>� srctuoa �„ --- ql. rlav sIDE avin % SEE INSET "A" SEE INSET CONC. SIDEWALK N.T.S. ST'D. UO -4 REO'D. SPD. UD -4 REO'D. Q Asphalt Conc. Ty. SM -2C 40 165 Ibs. /sq. yd. LOW SIDE ONLY LOW SIDE ONLY (a Asphalt Conc. Ty. IM -IA v 220 lbs. /sq. yd. C 65" Asphalt Conc. Ty. BM -2 TYPICAL SECTION - ROUTE 250 WIDENING ) 6" Aggregate Base Ty. 1, No. 21B STA 8858 TO STA 100.00 STA 101-00 TO STA 101.50 INLET SED. TRAP REQ D M f 5 1 C,.C3I ' SOWL U 4°A TEMPORARY CONNECTION ✓.a,' TO EXISTING E 250 S. D. SYSTEM. r 9 r' �7 1 FUTURE CONNECTION Rg , 73 77 50. ¢'`7 • r" AR � A WWL - WIDE WHrrE UNE (247, TYPE 8 CLASS I ry yr �,• SI TE y�r SCALE: I " = 2000' KEY PLAN Cl QJ Q w W Ltj L C L ~ , tn Q) `QIJQj. W 0 Wilbur Smith Associates ROUTE 25(1 .- - - - - - - - - - - - - - - - - - - 4•sswL 32 v POLE D Tel 703 696-9760 - - - POLE A L STA 10.00A00 RO LKIN Ra _ SEE SIGNAL PLAN (SHT 12 OF 12) STD. CG -12 � Cr� O W !U h FOR INTERSECTION SIGNAUZATION CG 6 _ � INLET SEDI�D PROP. TRAP s U q ” " 2V -PROP. _ - REMOVEE N w - _ - ....,... �n ._... RELOCATE - RaUT E 254 - RICHMOND ROAD....,.. _ ... M SIGN p EX. C t ifIGH S _ i 5' SIDEWALK ._,. EX.. ... 95 ,-.y. _0 l f E 250 REMOVE EXIST, � ROUT E 250 RAISED MEDIAN PROP. R/W ROUTE 250 PROP RIW(24 .� ,... II Pl 96.76.96 (RTE250) �,.,,. �.. .� ., . POLE c U� a M . DELTA • 4 39T6'LT. ae T • 47624 Ts P�� U vwi_� L951.93_ _ -�-- nuc � ; „ R • 11459J6Cdc+i, j �ti f PC - 92.00.74 (RTE250) PT • 101-52.67 (RTE250) rf E 2J0/. ONLY ,Yi� ONLY PROP. R/W __ VARIES VARIES O' TO VARIES!2 5' EXIST. PVMT. RIGHT TURN LANE 2 Z�. 5'-g 0 -6" EXIST. PVMT_ RIGHT TURN LANE 2' 3, REMOVE_ EXIST. STD. CG -6 REMOVE EXIST. _ STD, CG -6 CURB & GUTTER CURB & GUTTER SAME SLOPE AS T SAME SLOPE AS EXIST. PVMT./as; t° 2' EXIST. PVMT. %a°:l a e c D --� 2 =_--_--_— — " ------------- — :>� srctuoa �„ --- ql. rlav sIDE avin % SEE INSET "A" SEE INSET CONC. SIDEWALK N.T.S. ST'D. UO -4 REO'D. SPD. UD -4 REO'D. Q Asphalt Conc. Ty. SM -2C 40 165 Ibs. /sq. yd. LOW SIDE ONLY LOW SIDE ONLY (a Asphalt Conc. Ty. IM -IA v 220 lbs. /sq. yd. C 65" Asphalt Conc. Ty. BM -2 TYPICAL SECTION - ROUTE 250 WIDENING ) 6" Aggregate Base Ty. 1, No. 21B STA 8858 TO STA 100.00 STA 101-00 TO STA 101.50 INLET SED. TRAP REQ D M f 5 1 C,.C3I ' SOWL U 4°A TEMPORARY CONNECTION ✓.a,' TO EXISTING E 250 S. D. SYSTEM. r 9 r' �7 1 FUTURE CONNECTION Rg , 73 77 50. ¢'`7 • r" AR � A WWL - WIDE WHrrE UNE (247, TYPE 8 CLASS I ry yr �,• SI TE y�r SCALE: I " = 2000' KEY PLAN Cl QJ Q w W Ltj L C L ~ , tn Q) `QIJQj. W 0 Wilbur Smith Associates ROUTE 25(1 .- - - - - - - - - - - - - - - - - - - 4•sswL ��'ann STA.100-28.997 RTE. 250 :�ssw1 ' }ate Tel 703 696-9760 - - - - - - - - - - - -•�1 STA 10.00A00 RO LKIN Ra _ h 4' SSWL _ � INLET SEDI�D TRAP f SSWL U q ” " 2V -PROP. PROP. 03-6 z � i 8 WWL 25'', CG 6 5'S t ifIGH S 5' SIDEWALK J..4 EX.. ... 95 ,-.y. PROP. R/W ROUTE 250 PROP RIW(24 .� ,... II Pl 96.76.96 (RTE250) �,.,,. �.. .� ., . POLE c U� a M . DELTA • 4 39T6'LT. ae T • 47624 Ts P�� U vwi_� L951.93_ _ -�-- nuc � ; „ R • 11459J6Cdc+i, j �ti f PC - 92.00.74 (RTE250) PT • 101-52.67 (RTE250) rf E 2J0/. ONLY ,Yi� ONLY PROP. R/W __ VARIES VARIES O' TO VARIES!2 5' EXIST. PVMT. RIGHT TURN LANE 2 Z�. 5'-g 0 -6" EXIST. PVMT_ RIGHT TURN LANE 2' 3, REMOVE_ EXIST. STD. CG -6 REMOVE EXIST. _ STD, CG -6 CURB & GUTTER CURB & GUTTER SAME SLOPE AS T SAME SLOPE AS EXIST. PVMT./as; t° 2' EXIST. PVMT. %a°:l a e c D --� 2 =_--_--_— — " ------------- — :>� srctuoa �„ --- ql. rlav sIDE avin % SEE INSET "A" SEE INSET CONC. SIDEWALK N.T.S. ST'D. UO -4 REO'D. SPD. UD -4 REO'D. Q Asphalt Conc. Ty. SM -2C 40 165 Ibs. /sq. yd. LOW SIDE ONLY LOW SIDE ONLY (a Asphalt Conc. Ty. IM -IA v 220 lbs. /sq. yd. C 65" Asphalt Conc. Ty. BM -2 TYPICAL SECTION - ROUTE 250 WIDENING ) 6" Aggregate Base Ty. 1, No. 21B STA 8858 TO STA 100.00 STA 101-00 TO STA 101.50 INLET SED. TRAP REQ D M f 5 1 C,.C3I ' SOWL U 4°A TEMPORARY CONNECTION ✓.a,' TO EXISTING E 250 S. D. SYSTEM. r 9 r' �7 1 FUTURE CONNECTION Rg , 73 77 50. ¢'`7 • r" AR � A WWL - WIDE WHrrE UNE (247, TYPE 8 CLASS I ry yr �,• SI TE y�r SCALE: I " = 2000' KEY PLAN Cl QJ Q w W Ltj L C L ~ , tn Q) `QIJQj. W 0 Wilbur Smith Associates 2921 Telestar Court ��'ann Falls Church, VA 22042 Tel 703 696-9760 Fax 703 260-1631 SCALE I wow 0 20' 40' GRAPHIC SCALE(S) 7_117D LI-1 ®�i I6XE0 By OXAMN BY CNECYEB BY SHEET N0. 2 1E 12XXE ALUMINUM PANEL SIGN VARIES_ W1 VINYL LOGO & LETTERING -- - S EXIST. PvMT L VO, Rw2 TURN LANE 2, y RET. WALL REMOVE EXIST. OR CURB & GUTTER TOP OF FINISHED ROUTE 250 SAVE SLOPE A;w/ Y,'Ir P'WING SLOPE 7 a III v Pl- 107-78.92 (RTE250) MT. EXIST. PVMT. Y4' CLASS A3 CONC. DELTA - W5541,OYRT. A 8 C D COMP:FILL OR T - 290.49 SMU94 aav sw SEE UNDISTLIRSED,&�RTH L L - 57320 R,��Q. UQ -4 RECrD. L --------------------------------- INSESQA' R • 1432.39 , ` Lw-' -S=' ONLY- N.T. ----- - _-__17 .. . ..... .. TYPICAL SECTION - PARKING LOT SIDEWALK EXTERIOR, _51GN_ PC 104-88.43 (RTE250) Asphalt Com Ty. SM -2C c 165 lbs. Aw. TYPICAL SECTION -ROUTE 250 WIDENING z % N.T.S. NO'SCALE A 77• 1061.63 (RTE250) (B Asphalt Com Ty. IM -1A a 220 lbs. Isq. yd. A 101-50 TO STA 02-50 59 RICHMOND ROAD © 6e Asphalt Com Ty. BM -2 (D 6' Aggregate Base Ty. 1, No. ?JB ROUTE 250 E -4,007 lit (7, STA. -10-00= DAP11dSdN RD. T TURN LANE___ F L 400 LEFT 4' vu r) 103-18.357 RTE. 250 REMOVE EXISTING CURB _77 CG -2 - 4- p SSWL ROUTE" 250 RA/5 _�_v wl, Dl�,Vj LLJvn LU X s 5T 30,30 E 250 4 I MS -IA RE OD. S! �_ROUTE 2W- 'INLET TRAPP ,a, ISE REQQ fssWL W6.501 0-4 IN ST'D. U X TR REOT. 4' SSW RIPED T --- - --- 42 41 56 PROP CG * * R pRop.,R o DW ES 9'X Mr ETAWIN !SE DPP �SP 0 R Z ro� STO. WAZ4 R-7'TOP N El- 53000 R-4' Qty STD:CG-11,` ' +,d 16 SPACES 9x 18, 11 IS ti -J�5' R 90 R -T T. T-2 T-2 0 SITE BENCH MARK: 'IT IN CORNER r-2 41' TOP OF CURB R-3 OF PARKING LOT. R-16' V ELEV. 549-78 5x Y CONC. PADS J, FOR FLAG POLES Y /NLET SED VE kXIST. Z -R-Y Np- EMO REOT. R' 2 1041 /Z SPACE 9, X It, Ir T-4 + 45B Zf -- IN SED. R-8` 61 TR* RE r N v \j f /6 aT Z, r -3) T-4 T` T f T_ 42Z RIG 'HT TURN LANE D * (��6 SAME SLOPE AS EXIST. PVMT_ V4' EE INSE7 SrD. UD TURN 4' I�L(Trl To. C� 12 44,' A� 5. 51 _ T DIVISION OF IYOVOR 'VEHICLES )46 S�P. F.1r. o T T 40.9 �F.' 54/.50 F F. FLEY. 14"MOro )T' 4 `MWA OIL WRL, C( 48 T -2F rlPi 78 ?4 ob G *0,'jNE SiVE5 i' -5' CONC. S11w R4 ;J 55 PVMT. STR/PrG T-6 91 DRIVE �HRU,,i by V, T�Zjq5 Q PROP CG -6 TC 51.4 SA, E__PARKING NLY VpLOYE f 516 EXISTING APPLE ........ EMPLOYEE & CONCRETE V -DITCH 'DONALD WYMAN' PARKING N ONLY R. ER -ROP �AND T&ACK TES-T�W AREA ENED W1 DUCTILE IPM CG_6 '516 �"Pfi 36 yl 34 (PRIVATE)"• 36 3_00 PROP CG -6-77-7- 35 wil. P T-4 "d i�8' G. . R -7e -11VOR _ *07f A*6 D;eN7' Se ZOW) T?A' �-SQID. T-4 7,Y 4F PAR "S B 90*8ft 4 AD J4.4, R-16' S 4a , $Q ABB Y R0. PAVEMENT MARKINGS;XGEND + so SSWL - SINGLE SOLID WHITE LINE STA 13-48" JAVID�OV A 12-57J22 BE Rass '�v o SDWL fDOT) - SINGLE DASHED WHIT,5--UNE DOTTED 0 1 ENGTH 4,$KO) n*lb� ��TuwC6 '�VJG P08 SCD. SeQ. 41t ST f AW tF SCHEDU44- OF LANDSCAPE MATERIALS AND CANOPY QWRUTAT/olvs INTERIOR LAA(=APING CALCULATIONS o� Yj Ka w1mck. � I.E 11�m. . I H� , 4j _A, 07H c� YE� =0 TOTK CANOPY pYEMS T-2 AW-IW.WR M"RSS 2VII Ir w 17 4 1172 Ri M Av. SE.A ffls i sy EXIST IN Top ;E �i�2-'50D IS, GUARANTY BANK -ALREADY COMPLETED THE RELOCATION OF DUMPSTER AND CLDSING,OF FORMER TRAVELWAY. /0 18 Is ACEs SKCHARlIM 538,85 536.01 535.31 532.01 TREES A,9S.Lo RL PT............ R 168 �dD EDADDING .... .................. ___ 166' S88 4 ANE FT. smEwRRY DRAINAGE STRUCTURES SECTION A -A PROPOSED TRAPEZOIDAL DITCH Exass CAS'M/ DIVER" TAX MI, NO.I I TYPE L TOP INV. If Ij ZE"A SERRATA 2W 49 ss' 2' 4W v #Aq n m ,2MWA wEl w" 3w Ir s' 8JB ns 9 _VIUL dwEN - P_ PRWg1S all, ffs Cww w~ Is xE, v=H� 1613 =FT. 9114 MAPLE Is wxNmm A49MEMN 13E' Im 2 A6 Sri FT. 7-1 - FNNN wsm 2w I v w =PT. 1-8 wElw "RA 314, 1 jr 315 2 bio l4 FT. RED TDTA,s-TREE laAS - sHwa cANOPY mxFT. Ka w1mck. � I.E 11�m. . I H� , 4j _A, 07H c� YE� =0 TOTK CANOPY pYEMS T-2 AW-IW.WR M"RSS 2VII Ir w 17 4 1172 Ri M Av. SE.A ffls i sy EXIST IN Top ;E �i�2-'50D IS, GUARANTY BANK -ALREADY COMPLETED THE RELOCATION OF DUMPSTER AND CLDSING,OF FORMER TRAVELWAY. /0 18 Is ACEs SKCHARlIM 538,85 536.01 535.31 532.01 TREES A,9S.Lo RL PT............ R 168 �dD EDADDING .... .................. ___ STD. EC -2 LINING REDO. b WLE STORM DRAINAGE STRUCTURES SECTION A -A PROPOSED TRAPEZOIDAL DITCH Exass CAS'M/ DIVER" TAX MI, NO.I I TYPE L TOP INV. If walm. M&A4ED. 2W r Im 1z Lr) j V) L QJ 1i (6z Is wEl w" 3w Ir s' 8JB ns 9 go P_ N.T.S.DI-JB 81 53920 535.00 MIUM AREA F. 21 7 D1 -3B 8' 540.30 53630 ASPHALT CONCRE7f TYP' DFJB 8' 536.90 53I.90 t a RM Lan I Y. ONO, DI -38 81 5,35.00 530.45 NET OD VEH� =M Mw= M M�ME DI -JB 81 5,36.01 5.31.64 DI -3B 4' 534.60 529.00 (EXCESS, �M`T ES -1(24"1 528.90 Dl -3C 8' 537.30 533.30 RAW 4w 11W 7�W COMPACTED, SUBGRADE 8 EXISTING 548.76 543.31 6AGGREGATE,'BASE MATERIAL NOTE. DI -2B 81 1 f 1 545.60 541.00 TOTALS -TREE AND SHRUB OAVOPY 7 THIS PLAN INCLUDES A MINOR SITE PLAN AMENDMENT TO THE GUARANTY BANK AND THE, AMOCO SITE PLANS. 4j INLET D1-30 61 ecy TBR 529.99 CANOPY COVERAGE AND CALLVLATIONS N.T.S. kCr/0,v 17 ti Av. i sy EXIST IN Top ;E �i�2-'50D IS, GUARANTY BANK -ALREADY COMPLETED THE RELOCATION OF DUMPSTER AND CLDSING,OF FORMER TRAVELWAY. /0 18 DI -38 DI -JB 14' 14' 538,85 536.01 535.31 532.01 TREES A,9S.Lo RL PT............ R 168 �dD EDADDING .... .................. ___ STD. EC -2 LINING REDO. STORM DRAINAGE STRUCTURES SECTION A -A PROPOSED TRAPEZOIDAL DITCH Exass CAS'M/ DIVER" TAX MI, NO.I I TYPE L TOP INV. N.T.S.DI-JB 81 53920 535.00 MIUM AREA F. 21 7 D1 -3B 8' 540.30 53630 ASPHALT CONCRE7f TYP' DFJB 8' 536.90 53I.90 t a RM Lan I Y. ONO, DI -38 81 5,35.00 530.45 NET OD VEH� =M Mw= M M�ME DI -JB 81 5,36.01 5.31.64 DI -3B 4' 534.60 529.00 (EXCESS, �M`T ES -1(24"1 528.90 Dl -3C 8' 537.30 533.30 RAW 4w 11W 7�W COMPACTED, SUBGRADE 8 EXISTING 548.76 543.31 6AGGREGATE,'BASE MATERIAL NOTE. DI -2B 81 1 f 1 545.60 541.00 TOTALS -TREE AND SHRUB OAVOPY TYPE/, NO. 41-B TYPICAL SECTION DMV SITE THIS PLAN INCLUDES A MINOR SITE PLAN AMENDMENT TO THE GUARANTY BANK AND THE, AMOCO SITE PLANS. Falls Church, VA 22042 INLET D1-30 61 TBR 534.60 TBR 529.99 CANOPY COVERAGE AND CALLVLATIONS N.T.S. 17 ti EXIST IN Top ;E �i�2-'50D GUARANTY BANK -ALREADY COMPLETED THE RELOCATION OF DUMPSTER AND CLDSING,OF FORMER TRAVELWAY. /0 18 DI -38 DI -JB 14' 14' 538,85 536.01 535.31 532.01 TREES A,9S.Lo RL PT............ R 168 �dD EDADDING .... .................. ___ AMOCO SITE NEW ENTRANCE OFF NEW DAVIDSON Exass CAS'M/ DIVER" TAX MI, Q RD. ADDING 5 PARKING SPACES BEHIND BUILDING C E" L.Ij LJ 1z Lr) SCALE. 1 2000 KEY PLAN I Wilbur Smith Associates 2921 Telestar Court OeA OQ 6, AMMUSIR Falls Church, VA 22042 wwwwwAr Tel 703 698-9780 \A&\ Fax 703 280-1631 ti Q) Q C E" L.Ij LJ 1z Lr) j V) L QJ 1i (6z QJ ZZ: P_ Wilbur Smith Associates 2921 Telestar Court OeA OQ 6, AMMUSIR Falls Church, VA 22042 wwwwwAr Tel 703 698-9780 \A&\ Fax 703 280-1631 SCALE 0 L GRAPHIC SCALE(S) 7-_� ) i SHEET NO. loji_2 KEY PLAN Wilbur Smith Associates 2921 Telestar Court NAMMUM Falls Church, VA 22042 � �� Tel 703 898-9780 AI MAI � Fax 703 280-1831 V SCALE H. /" - 20' V. l" = l0' GRAPHIC SCALE(S) rc DE5I DHED By EIXEO DY SHEET N0. 4 �F l2 �-4 _10 REMOVE EXIST. RAISED MEDIAN TRAP \�STA �100-g�48�9�97 U RTE,!250 RD. STA 10-00-000 ROLKIN p, P. CG -6 SVD. DIM�_ tn ; 0 15— . X- TRAP REO D. /Z STD. !A ?/W STD. cn, EX&6.:, REMAIN) 24' TB "<4 .......... CONNECT TO ------- q MARK: EXIST. 8W SITE BENCH TOP OF CURB IN CORNER POO 4 -ll -F I I I PROP. F. H. Cal OF PARKING LOT. R-18' -------- x6 xa-----_e..ELEV. - 549.78 TEE REMOVE kXIST OL § CURB Q F. H ASSEMBLY Z d! Gi 12 F 12 3' lj� i_—i � _` VilAIG"ll OIL COMPANY yk rc w Q: 4j 14.1 761 74 PAR 3q Q.,!'- LU r Uj CC zi -6ow -PRQP CG ON------- --- AIG EE--PARK1 ..EMPLOY 24' EMPLOYEE -DITCH 13 & CONCRETE V PARKING 0 y R -J5' ONLY NT NOT ENTER 15 2.001 ---- — -- ----- -- -------------- ---------- --------- - L -------- R-16' i " I /-,Do DUCTILE IRON CL 52 8'xff CROSS Ch DUCTILE IRQN CI -52 INLET SED. Q) 4- 5 5r 46f SED. -- — ------------------------------- MRIVATEJ--- ------- STA 12-57J22 ABBE Y1 R TRAP RE11D. Rj LIMIT Q ----------- /0 RTE 250 V* - INLET SED. _E f STD. UD-4op TRAP \�STA �100-g�48�9�97 U RTE,!250 RD. STA 10-00-000 ROLKIN p, P. CG -6 SVD. DIM�_ tn ; 0 15— . X- TRAP REO D. /Z STD. !A ?/W STD. cn, EX&6.:, REMAIN) 24' TB "<4 .......... CONNECT TO ------- q MARK: EXIST. 8W SITE BENCH TOP OF CURB IN CORNER POO 4 -ll -F I I I PROP. F. H. Cal OF PARKING LOT. R-18' -------- x6 xa-----_e..ELEV. - 549.78 TEE REMOVE kXIST OL § CURB Q F. H ASSEMBLY Z d! Gi 12 F 12 3' lj� i_—i � _` VilAIG"ll OIL COMPANY yk rc w Q: 4j 14.1 761 74 PAR 3q Q.,!'- LU r Uj CC zi -6ow -PRQP CG ON------- --- AIG EE--PARK1 ..EMPLOY 24' EMPLOYEE -DITCH 13 & CONCRETE V PARKING 0 y R -J5' ONLY NT NOT ENTER 15 2.001 ---- — -- ----- -- -------------- ---------- --------- - L -------- R-16' i " I /-,Do DUCTILE IRON CL 52 8'xff CROSS Ch DUCTILE IRQN CI -52 2921 Telestar Court 4111M MIM 4- 5 5r 46f SED. -- — ------------------------------- MRIVATEJ--- ------- STA 12-57J22 ABBE Y1 R LIMIT ----------- V* - f OFF :1L 20,CM So. OO Qj O LO C� �jv�o L Lw LIQ -,j j Lw J ca I t 11'` V) Un � GENERAL WATER & SEWER CONDITIONS 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 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 CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15,1998. 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 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 PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. r,097 RVIIESTAWE11T COX TV 7li PAq 74� PD1,J,'C, EC VAe,A,yT 4 SI�LE 22SPES GN ISPACP 1 19.5' (SE r) SWDW SD��If : R-2' R-4 I6 SPACES a 9x 181 R,45 R"5, R J.5 R-7' R-65' 5 .a Q R.3.5 R.4, 5'x 'CONC. PADS FOR FLAG POLES INLET SED. 'p. TRAP REOl R-24' 12 SPACES s2 9'x 18' Ir /1, 2 VR TyP. ll�Typ.4�1 / & 6, Wr�CG- 26, ONCPIIiEIIIAL� CG_1� LU 0 D El Uj W 3 20' CL USJ 12, U Pe DIVISION OF ;MOT OR OR! VEHICLES ,► 9j4O 516. FjT. F. F. ELEV. 54/.50 (SPOINkLERED) I lf R-55 R.51 CONC. PROP,71DRNE *2T iAND TRUCK --TESTIW_ AREA ";4,PROP. C -p- - 41 41— e i L 14 S '90AD 40.7 -vvs? AX:1"1-(, ,1,'v'(' 75 1AR rf 41*, yp SITE SCALE. I'= 2000' KEY PLAN 2921 Telestar Court 4111M MIM STA 13-46.900 SED. Tel 703 698-9780 /NZ47- STA 12-57J22 ABBE Y1 R fo�oor 50., V* - f OFF :1L 20,CM So. OO Qj O C� �jv�o L LAJ LIQ -,j j Lw O —4 EXIST INLET Top Al ROAD -vvs? AX:1"1-(, ,1,'v'(' 75 1AR rf 41*, yp SITE SCALE. I'= 2000' KEY PLAN Wilbur Smith Associates 2921 Telestar Court 4111M MIM Falls Church, VA 22042 W.UNM Mar Tel 703 698-9780 Fax 703 280-1631 V* - OO Qj O C� �jv�o L LAJ LIQ -,j j Lw O Wilbur Smith Associates 2921 Telestar Court 4111M MIM Falls Church, VA 22042 W.UNM Mar Tel 703 698-9780 Fax 703 280-1631 SCALE P- E" 0 20' 40' GRAPHIC SCALE(S) ACSA COMMENTS 6-24-99 �SHEET 0. 5 OF/2 SHEET ._.._ .,. .. _.. .. ,- - _ .._. ,, .. .F-... -__ .. ._ .. _ _- _ .. _- - _. -. - -... Tel 703 698-9780 \ ^ �^ ___ _ - _ __.. .-. _ .. -. .... . 555 _. ` RADE r =:: ,. _ - ,. PROPOSE0,6 E _ _ _ ;_ - ND 1 _: _- _ : _ .._ _ ; _ . .EXIST. GROU - � _ _ _ ,, - ,- � - _ , ! A - _ . __ _. _ _ � .... y .— _ . .. 3' MIN.. _ .... � �. _ - — — O _ 4 5 5 v _ � ... _ � W RUNE fCL 52 � 8' WATE _ _ _ -- : - � ; - � v� __ _ _ _ _- O` v -- ' Q -: _ - - - ;, � W W _ q _ W � E _: _ _. _ — - _ - - � J W o 1 - _ .. 535. _ ct .: _ � �, _ _ k � - _. > - _ t , O - .. _ _ � : _: � �Q m . _. � � _ m ,_ � -_ _ : _ _ r - _ __ _ - _. - _ , -, r � _ _ 6 W_.-. W , .._ ,...� C _. .-.. � - - �, ... __... _ - -.._ , .� _ - _ � _ _ _. - .-. .. ._..._ _ . 525 _. _ _ f __ _ - - T 8 F5 TO.. 9 0 .. _..._ 8"WATER_:LINE PROFILE � ABBEY._ROAD S, A, .._ _.. -. .. - r __ -, - _-. _..... _. __ - _. .. �s __ -.-:. - - r - _ -- - . - - _. _ .. .. -- 555 - .. _.. _. .. ..__. o_ _. - _-:_ � ,- � _.. . _ .>.... �, _ _ ; - _. - _. - - .. ;-.. i- -,- .. _. - - _. _.- _ - _. _ - . __- _. - ,_- : XISr GROUND _: , E __. _ j— PROPOSED:GRADE, � - _ __ : -' 545 - _. _ � --3 MIN, _ `.: _ — .. - _ ; ----- — - - - - _ . - - RUNE::fC1. 52 D. 1. PJ ;': 5 35 _ _ - _ _ _ _. : _ _ - _. ,.. MIN . � W V' ',1' 41 � -: ;- '.. _. � __ ,.._ a � a �� m m - - -°. _. ., _ __ _ __ . ---c� c�- k �i - _ _ _ _ _ , _- _. _ O � _ _ � w � � _ a; �i W $ � - _ _ v ry .. � -.-_ _ f.. 8°WATER LINE PROF/LE � OBEY RD. STA. 9 70 To l3 80 - - - .. , _ _. -, _ - - _ - � _... ... _ `_ 4 5 5 _ _ _. _. _ _ :. _ _ _ : _ PROPOSED GRADE- - :_ "_ ," - . _. _ _.. _. _ • - _ _- _ - _ ` r _. _ _ , _ __ - -: __ _ _ _ _ _, - _– _ _ — N E _. RO � _. —' -- — — XIST: G U D- _. � 3 535 3 MIN. -- � ... , — — — WATERLINE fCC 52 D, 1. J � � _ _ . � c> _ .- � _ F ----- --- _ -,_ _ .:.. .. ._ _ _ �.- - – t� 2 - i - - W - � -. _.._ .._.:.__ --._ �.. _ _ _. -- .. ,. � � .: .. _ :_ r _. .. _ ... � p, U t ;. -'� .. _. _._ _. __ � - � .-.- � _ _ ;....• W -- ._ -_ _ _ W y, _ i._ _ _ _ _ - 525 _: � _ - ti ,. ,, � ._ . _ ._ _ ... FuruRE a�.w. .,.; � � _ ,- ., - _,. _ - A _ - %� Ui � ii 30 W � . � ��. � W ti ;- P .. ,. -_- - - __ ,. _- c� p} _ . , / 55 _- Ob. -ohm _ � -, __.: - _,.. _ ., - - .:.. ..: - -.. - ... _ . _ - - -: _. - __ _ _ - ;_ . ,- ' _ H/ KMAN l �l TOWARD.. C _, FR � BEr ROAD STA! .3 6 _ . WAT, ER _UNE... __STUB OM AB RD. - - _ . , . - _ . _ __ _ - _ _. _. ,_ • _. ;- _ _ _ � - _ _ - _ 555 .. : - EXISZ. GROUND _ ::- _s ' _ . � .. ! � _ _ ; _ 545 ; • _ __ _ - l8' M/N. EXIST. 8' ' _ .- :: _ ...._ AM"SEWER.. .., _,_. ... <. __... s � 8'WATERUNE-fGL 52,D.l. PJ -._ _ _. . � ,_ - _. _ - . _ _, -... _ _ -W __ W __ _ _ °' : - _ - ..' _ _. _.-.._ -_ _ _ _ � � � - _ : _ _ _ _ _ _. _ W _, . I_ _ _ _. , � ¢ _ _ _ _ _ 535 - _: _ .i __ _. _.. ._,... _ _ � �, ;. __�_ - _ x _ �,.m . � _ = _ _ _ _ - _. .. W _r _. _ _ :�, � .a � .. _ . _ WW _ ., �- ..: _ _ _ __ _ 525 . _ - ;.. �. � _ :_-: __ _ - __P , -- _ -: - { _ _. �.. , . _ „, t _ { - _ _ , _ lI . T O_ l3 75 -- T R L/NE PROF/LE � _ROLKIN RD. STA. 00. $ WA E , - . - -_ , _ � : - - _ _ _ -- - _. O KEY PLAN , Wilbur Smith Associates 2 921 Telestar Court ii�.�o �� Falls Church, VA 22042 w��ei ®�..is Tel 703 698-9780 \ ^ �^ Fag 703 280-1831 V V..Y� A O O v (�'� N O` v O ' Q Qw q O .. W 0 `� v 7 W �� J Z W 0 v � W� �� v W 0 � � J W o 1 Q v �^ v1 W Z 3 O Wilbur Smith Associates 2 921 Telestar Court ii�.�o �� Falls Church, VA 22042 w��ei ®�..is Tel 703 698-9780 \ ^ �^ Fag 703 280-1831 V V..Y� 0 SHE ET N0. 6 OF /2 SCALE H: l" = 2d V: l" =10' GRAPHIC SCALES) SITE 0 Sp1 5 SCALE: 1 " = 2000' KEY PLAN Wilbur Smith Associates 2921 Telestar Court AWAIiOS11 Falls Church, VA 22042 "� MM'W Tel 703 698-9780 \ n \ Fax 703 280-1631 V V w o� q E, � ozvQ�)� �L6-LQ --j o W 3 O Wilbur Smith Associates 2921 Telestar Court AWAIiOS11 Falls Church, VA 22042 "� MM'W Tel 703 698-9780 \ n \ Fax 703 280-1631 V V SCALE 0 30' 60' GRAPHIC SCALE(S) '�rlyq � sgar� 51 TE oY J0� o StP SCALE: f " = 2000' KEY PLAN Wilbur Smith Associates 2921 Telestar Court WAFMAUU Falls Church, VA 22042 MILMONAW Tel 703 898-9780 \w��ii Fax 703 280-1831 MAI AI SCALE 0 30' 60' GRAPHIC SCALE(S) D- BY CNa- BY SHEET N0. 8 -F12 W 0) O O W N ~ o v � o q OO ;�W� ?L Qw Lr)o J s o v W 3 O Wilbur Smith Associates 2921 Telestar Court WAFMAUU Falls Church, VA 22042 MILMONAW Tel 703 898-9780 \w��ii Fax 703 280-1831 MAI AI SCALE 0 30' 60' GRAPHIC SCALE(S) D- BY CNa- BY SHEET N0. 8 -F12 „(� 0% \, d9, PQO, �� Np sal �r''%'yo'�o !�' y o£� LEGEND st rE EXISTING DRAINAGE DIVIDE . $� 41 . *P� o ' - - - - PROPOSED DRAINAGE DIVIDE t1t I j 5 /` SCALE: f ” = 2000' — .�,�. __.__-._ . __.._..- ATO __,._.._ __ __, - - - e J -_._,__�._._.._._.�._,_._..__,.,,. _._.._._..._,,,..,_-.,__.,. t.T 3 ��ISGD ATO _,._._. _ _ _.. «. _. 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I ' $O�E _ _ r fid = _1 —� , `-` r/,1; ,r i \c\\\ \, \\3"e _ ~/ /.r /I'% % j 000 0,01 0.01 0,01 0,02 0.01 0.01 0.01 0,D1 0.01 0,01 0.01 0 01 0.01 0,01 05 0,02 0.01 0.OD 0,11, D.01 D,0�4 0,05 'D,__ 0.1.0 0,09 0.11 0,Dy 0,09 0,05 0.07 U,US U,1U U.U4 U.U7 U.65 45 0,04 0,01 0. 0 0,03 0,35 0.28 0,16 1.63 1.25 1,25 1,61 0.07 0,35 1.82 1,11 1,82 0.34 0.05 0.28 2,27 .7 0,3 0,01 D. 1 0,12 .78 1,94 0.61 2,30 1 19,8 2,25 ,40 1.01 6,46 2 .8 6.46 0.99 0.17 0.84 1,74 0, 3 0.03 ®B ®B7 �B ®B 0, 1 0,15 10,3 2.36 D�.7i 1 61 9,45 9,43 1.38 0.31 0,61 3.06 12,4 3,06 G,59 0.10 0,07 0.28' 0, 0.1 0,04 0, O;L 0 , 04 0.64 0 . 66 1 . 47 , P4 0,0� 0,03 0438 0.67 2.54 A417 0,01j 0,05 4,1148 3,14 0,95 0�•9 0 0,01 0.06 4, 5 3,94 0,67 0 3 0,01 .I 0.02 D.�3 0.61 0,95 4,4 0,00 0,02 0,22 0,54 1,34 13 2.12 0,46 / D.�1 0,02 12.8 0,99 0112 1.30 0, 1 P.07 0,16 C 12 0.04 0,27 ,09 0,02 1 . 25 / D. 1/8 0,03 0,01 0,03 1.1 4,61 1,06 0.91 0,26 0,16 0,19 0.13 0.24 0.06 0.03 .0.04 0,06 0,45 6,46 1,03 0,14 0,00 ,03 1.2 7.20 0.93 0.54 0.45 0,38 1. B 1.95 1.09 0.08 0,31 0.59 0.90 0,79 0.98 0. 6 .07 0,00 .01 0,22 0,57 0.60 2.96 2.75 0.86 5.79 16.1 1,82 0,13 0.28 3,36 11.5 5,68 0,98 0'10 0.02 C �C 0,00 .01 0.04 D. 2 0,45 51JAI5•�4 0.83 6,03 2.8 1,62 0.13 0,30 2,74 10,1 4.66 1.00 09 0,02 0,00 0400 0,01 0,02 0.03 0 08 0,0'9 0,27 1,55 .57 09 0.08 0.27 0.45 0.6 0,53 0.46 0.1 0101 D 0.00 0,01 0. 01 0.02 0,00 0, 7 15 0.10 0.19 0.05 0.03 0,03 D. 4 0.04 0,02 0.02 0.00, 0.01 --- 0.02 0,02 0,J2 0.01 ,01 0.01 0,0 0,01 40 Y L 0,00 0,00 0,00 0, 00 0,00 0, 0,00 0,00 0.00 0.00 0,00 S & S SALES, INC. Project: D.M,V, - - WILLIS RD, Client: ECK SUPPLY COMPANY Scn le: 1••20 IF t. Project No: 99056 Dote: OS -25-1999 Dra.'i ng: PLANE : SITE POINT SPACING LEFT-TO-RIGHT = 20 ft POINT SPACING TOP -TO -BOTTOM = 20 ft LOWERLEFTHAND CORNER OF PLANE: X =-10 Y =-1 2 0 UPPER RIGHTHAND CORNER OF PLANE: X -391 Y = 398 Z = ❑ LIGHT METER IS NORMAL TO PLANE j AVERAGE fc = 1,32 MAXIMUM fC = 21.8 MINIMUM fc = 0 AVERAGE/MINIMUM = 0 MAXIMUM/MINIMUM = 0 TOTAL NUMBER OF POINTS = 338 OBSTRUCTIVE SHAPE : BLDG ------------------------------ HEIGHT = 15 TRANSMITTANCE = 0 REFERENCE POINT: X - 138 Y = 171 Z = 0 Note: Site Plan Shown Differs Slightly From Final Design; Site Plan On Sleet J. Property Line informoflon Is !'I Shown Correctly On This Steel. Meg nuspec'° was specifically designed to illuminate large open and it does s with excellent uniformity. Its clean, soaces - geometr e shape serves as a qu et complment tony abald ng. Comdne Ids escept onal de=ign with the most energy offlonmr and effective light sources ava,lab e and you'll discover a truly brilliant performer - Magnuspec from Hubbell Lighting, Inc. Units are available in Mel,, calors and feature exacting photometry from both hor zonal and v,dcal lamp, Th unling: m, yoke and ceing allow tremendous applicationfl biliry, U Hubbell P. les to complete the package and you have one po tit manufacturing and qual ty assurance Housing Rugged, one piano alum num formed and welded for long term weather Protection . Trish coat of LEKTROCOTE powder, minimum 2 mils thick and sealed to aluminum at 400°F or lasting color and 4H pencil hardness. Lens/Door Assembly - Glass lenses are secured In a uttered extruded aluminum frame with solltl corner key supports. Four springloaded tool -less cast latches allow door to be opened from either end for quick maintenance. Lenses are sealed to housing with a nigh quality silicone gasket. Horizontal lamp units are standard with flat glass with optional sag glass - all vertical lamp units have sag glass standard. POWR PANm prtents morneb to a gav,maed steel removabld panel with electrical quick connects for power and socket Ballasts are H.P.F. h, insulated with -20°F (40°F HP5 rt n 60 hz. sondard 500 hz. av3.able. I 9 Pellecidr s stems a m de from multi -faceted ' Optical Y re a segmented led alum num panels and factory set n atoolduty less rotatable I po5embly Vertical lamp ,its feature a heavy duty spingloaded celan mogul base socket for positive contact and anlVbrat on Magnuspec” was specifically designed to illuminate large open spaces - and it does so with excellent uniformlry. Its dean, geom6trc shape serves as a qu'et complment to y building Combine this 6xc eptonal des pi wih the most energy ff - 1 and effect+. ghi sources aa table and you II discover a Iruly brilliant performer -Magnuspec from Hubbell Lighting, Inc. Units are available in twelve colors and feature exacting photometry fromboth horizontal and vertical lamps. Three mountings'. a m, yoke and ceiling allow nemend0 application flexibility. Use Hubbell poles to complete the package and you have one point nufaciur ng and quality Housing Rugged,oity piece alum num formed and welded for ed, term weather prolecton. Final,coat d LEKTROCOTEI foowtler m n mum 2 mils thick and sealed to aluminum at 400°F r lasting color and 4H pencil hardness. Lens/Door Assembly - Glass lenses are secured in a mitered extruded aluminum frame with solid corner key supports. Four springloaded tool -less cast latches allow door to be opened from either end q for uick maintenance. Lenses are sealed to housing d with ani h salt silicone gasket Horizontal lam upopi lamp with flatglasswith optional sag glass -all Penical lamp units have sag glass standard POWR PAI - Ballast components mounted to a get .....d steel removable panel with electrical quick connects for power and socket. Ballasts are H.P.F. 160°C insulated with -20°F I-40sF HPS) slaning. 601 sandard - 50 In, available. tical Reflector l systemsslams are de from mul-faceted segmented alumnme, panels and factory at 1, a tool less rotatable bIcempll Vence] p I t heavy tlry pglo,ded po cel ' g i base socket for posini fact and rutp,bumon Ma,nuspec'- Was 5lopencelly Designed in ,;iunisiare ;elle „Pnn spaces - and it does so with excellent uniformity. Its clean, geometric shape serves as a quiet compliment to any building. Combine IHs excepional tles onwth the most energy eH c Illi and effect ve ghl sources ave lable antl you II d stover a truly brilliant performer - Magnuspec from Hubbell Lighting, Inc. Units are available m twelve colors and feature exacting photometry from both horizontal and vertical lamps Three mountings: arm, yoke and ceiling allow tremendous application flexibility. Use Hubbell poles to complete the package and you have one point f l rig and quality Housing Rugged, or,6-pedb admmu.,formed and welded for log term weather pogue, Finsh coal of LEKTROCOTEE powder, m mum 2 al m ck and sealed to alum num at 400°F for lasting color and 4H pencil hardness. Lentil Assembly - Glass lenses a .cured In a mitered extruded aluminum frame wild solid corner key supports. Four springloaded tool -less cast latches allow door to be opened from Inner Intl for quick mamlenance. Lenses are sealed to no with a high quality silicone gasket Horizontal lamp units are slantlartl with flat glass with optional sag glass - all vertical lamp units have sag glass standard. POWR PANLT, - Ballast components mounted to a galvanized I wish eledncal cluck connects for and steel removabe a power socket. Ballasts arenH. P. F.180°C ins Imed with -20'F I -40'F HPS) stalling. 60 hz stantlard - 50 hz. available. Optical Reflector s Y-s tems are m ade-from roult-faceted segmenledalumnum panels and setriatool rotatable sy lampseature a heavy dutyp' gl ti d porcelain mogul base sckelfor post. ontac, and aniVbraion I NOM. HT. it I HA CHOLE BASE COVERI it T 2" (305 mm) strength. Vertical distribution, are available in I.E.S. Type I It and � BOLT CIRCLE strength Vert cal distribution, are ava lable I, I.E.S. Type 1, III and V Square. Horizontal lamp assemblies have . post i" o enied V Square. Horizontal amp a Imo es ria a notion o need - V Sgr,are Horizontal lamp assemblies have a rson oriental DIMENSIONS w socket or, all snits for e v,,in I and a sal or hi n DIMENSIONS mogm socket on all units for se with HPs and d er6al oemgh DIMENSIONS /UL mogul soc.et on all units for use w th HIPS and uriv rsal or hgh UL m `q n ver g O output mesal hal halide lamps Distributions ava table include I.E.S. I, ARM,CEILIfJG J output metal halde lamps. Dstr butons ave lable nclude: LE.S. I, ARM/CEILING output metal hehmenner. lamps. Distributions ava table nclude: LES. I, ARM/CEILING III IV and V Square. III. IV and V S III. IV and V Square. M,SO-A. (Sag Len //�1��` - quare. IMS p Mounlin Arm mount allows use of mull le (ztures le lr �. mounting., Arm moor a lowm use o uli pliz I xt tab per Wole ($ag Lens) 1jV Mounnng Arm mount allows u of multiple (,tures per pole (Sag Lens) n- so. SI•e 9 mo p per po (Sag Lens) _ R ,' so. C for hgher Ighi ng levels Arm t 11 Hubbells da �srs mint ^ 1 for hgher Ighi ng le�ls. Arm m ants c ullze Hubbell's woe �sra mint for hgher Ighi ng levels. Arm m ants c utlze Hubbells woe c5ls mint select on of arms for addional mounting v nes ty. Yoke ide __ selection of arms I additional mounting versced a Voke mount s 1 I s f d -t oount ng versall e. Voke mount er mo el features r Square aluminum support for post top spot tai o' _ o E � Ni teat - T quare ppona for past top pp tons on I - _ NRTUC f 2 o PPdrts for post top ppl talons on I NRTUC l 2'+e res tenons.IlCallingt comes tom tete wth 1 2/ O D. I . Ceiling mount comes complete w th 2%' O.D tenons. Ceiling mount comes complete with instrucions moon p 'nsirucl ons L nsiruct Ons izs6 mint --- lay.- for sprince anachment t6'"- Ir for surface anachment (2s6 mm !I for surface anachment (zso mm --- and o� Listings All units are U.L Istel 15]2 for at locations and Listings All un is are U.L. Istel 15]2 I wet locations antl Listings All anis are U.L. Istel I512 for at locations a CSA certified for outdoor use IP suitability IP55. I - - - - - - - - CSA tented for outdoor use. IP su tabil;ty IP55. 1 GSA cert(etl for oultlodr use. IP suitability IP55. MOUNTING 3" (T6 l�ATAI !1!. I !1/51 r' 3" (T6 mint EMENTS ( 6'n" YOKE 1 I 27' (686 mm) 16.T5" (426 mm) 1 I (131 mmf— I_ MSO -Y (Flat Lens) {OKE ; (6821' 16'T5' 426 mmf I t 1, 31 I (Flat Lens) cies YOKE tr 1663 mm) I _u_ 1686 " tib T5" (4226 mmf D F (135 mm)— � :,� � LJ ❑ MSO -Y (Flat Lens) G NOTE VIBmmCEN OAMPEFS AVAILABLE. CONSULT FACTOl HUBBE LLs' ULighting,I.C. MAGNUSPECTM SQ RIS MAGNUSP CTM MSQ SERIES TENON �. A CTM M SERIES SQUARE CUTOFF SPECIFICATION GRADE - --I SQUARE CUTOFF SPECIFICATION GRADE i SQUARE CUTOFF SPECIFICATION GRADE HU B ULightin9, Inc. 1 j-- SIDE OUNT --- aao6M1� emcerAzsow•,av�-I �+_ ( ® Lighting, Inc. Meg nuspec'° was specifically designed to illuminate large open and it does s with excellent uniformity. Its clean, soaces - geometr e shape serves as a qu et complment tony abald ng. Comdne Ids escept onal de=ign with the most energy offlonmr and effective light sources ava,lab e and you'll discover a truly brilliant performer - Magnuspec from Hubbell Lighting, Inc. Units are available in Mel,, calors and feature exacting photometry from both hor zonal and v,dcal lamp, Th unling: m, yoke and ceing allow tremendous applicationfl biliry, U Hubbell P. les to complete the package and you have one po tit manufacturing and qual ty assurance Housing Rugged, one piano alum num formed and welded for long term weather Protection . Trish coat of LEKTROCOTE powder, minimum 2 mils thick and sealed to aluminum at 400°F or lasting color and 4H pencil hardness. Lens/Door Assembly - Glass lenses are secured In a uttered extruded aluminum frame with solltl corner key supports. Four springloaded tool -less cast latches allow door to be opened from either end for quick maintenance. Lenses are sealed to housing with a nigh quality silicone gasket. Horizontal lamp units are standard with flat glass with optional sag glass - all vertical lamp units have sag glass standard. POWR PANm prtents morneb to a gav,maed steel removabld panel with electrical quick connects for power and socket Ballasts are H.P.F. h, insulated with -20°F (40°F HP5 rt n 60 hz. sondard 500 hz. av3.able. I 9 Pellecidr s stems a m de from multi -faceted ' Optical Y re a segmented led alum num panels and factory set n atoolduty less rotatable I po5embly Vertical lamp ,its feature a heavy duty spingloaded celan mogul base socket for positive contact and anlVbrat on Magnuspec” was specifically designed to illuminate large open spaces - and it does so with excellent uniformlry. Its dean, geom6trc shape serves as a qu'et complment to y building Combine this 6xc eptonal des pi wih the most energy ff - 1 and effect+. ghi sources aa table and you II discover a Iruly brilliant performer -Magnuspec from Hubbell Lighting, Inc. Units are available in twelve colors and feature exacting photometry fromboth horizontal and vertical lamps. Three mountings'. a m, yoke and ceiling allow nemend0 application flexibility. Use Hubbell poles to complete the package and you have one point nufaciur ng and quality Housing Rugged,oity piece alum num formed and welded for ed, term weather prolecton. Final,coat d LEKTROCOTEI foowtler m n mum 2 mils thick and sealed to aluminum at 400°F r lasting color and 4H pencil hardness. Lens/Door Assembly - Glass lenses are secured in a mitered extruded aluminum frame with solid corner key supports. Four springloaded tool -less cast latches allow door to be opened from either end q for uick maintenance. Lenses are sealed to housing d with ani h salt silicone gasket Horizontal lam upopi lamp with flatglasswith optional sag glass -all Penical lamp units have sag glass standard POWR PAI - Ballast components mounted to a get .....d steel removable panel with electrical quick connects for power and socket. Ballasts are H.P.F. 160°C insulated with -20°F I-40sF HPS) slaning. 601 sandard - 50 In, available. tical Reflector l systemsslams are de from mul-faceted segmented alumnme, panels and factory at 1, a tool less rotatable bIcempll Vence] p I t heavy tlry pglo,ded po cel ' g i base socket for posini fact and rutp,bumon Ma,nuspec'- Was 5lopencelly Designed in ,;iunisiare ;elle „Pnn spaces - and it does so with excellent uniformity. Its clean, geometric shape serves as a quiet compliment to any building. Combine IHs excepional tles onwth the most energy eH c Illi and effect ve ghl sources ave lable antl you II d stover a truly brilliant performer - Magnuspec from Hubbell Lighting, Inc. Units are available m twelve colors and feature exacting photometry from both horizontal and vertical lamps Three mountings: arm, yoke and ceiling allow tremendous application flexibility. Use Hubbell poles to complete the package and you have one point f l rig and quality Housing Rugged, or,6-pedb admmu.,formed and welded for log term weather pogue, Finsh coal of LEKTROCOTEE powder, m mum 2 al m ck and sealed to alum num at 400°F for lasting color and 4H pencil hardness. Lentil Assembly - Glass lenses a .cured In a mitered extruded aluminum frame wild solid corner key supports. Four springloaded tool -less cast latches allow door to be opened from Inner Intl for quick mamlenance. Lenses are sealed to no with a high quality silicone gasket Horizontal lamp units are slantlartl with flat glass with optional sag glass - all vertical lamp units have sag glass standard. POWR PANLT, - Ballast components mounted to a galvanized I wish eledncal cluck connects for and steel removabe a power socket. Ballasts arenH. P. F.180°C ins Imed with -20'F I -40'F HPS) stalling. 60 hz stantlard - 50 hz. available. Optical Reflector s Y-s tems are m ade-from roult-faceted segmenledalumnum panels and setriatool rotatable sy lampseature a heavy dutyp' gl ti d porcelain mogul base sckelfor post. ontac, and aniVbraion I NOM. HT. it I HA CHOLE BASE COVERI it T 2" (305 mm) strength. Vertical distribution, are available in I.E.S. Type I It and � BOLT CIRCLE strength Vert cal distribution, are ava lable I, I.E.S. Type 1, III and V Square. Horizontal lamp assemblies have . post i" o enied V Square. Horizontal amp a Imo es ria a notion o need - V Sgr,are Horizontal lamp assemblies have a rson oriental DIMENSIONS w socket or, all snits for e v,,in I and a sal or hi n DIMENSIONS mogm socket on all units for se with HPs and d er6al oemgh DIMENSIONS /UL mogul soc.et on all units for use w th HIPS and uriv rsal or hgh UL m `q n ver g O output mesal hal halide lamps Distributions ava table include I.E.S. I, ARM,CEILIfJG J output metal halde lamps. Dstr butons ave lable nclude: LE.S. I, ARM/CEILING output metal hehmenner. lamps. Distributions ava table nclude: LES. I, ARM/CEILING III IV and V Square. III. IV and V S III. IV and V Square. M,SO-A. (Sag Len //�1��` - quare. IMS p Mounlin Arm mount allows use of mull le (ztures le lr �. mounting., Arm moor a lowm use o uli pliz I xt tab per Wole ($ag Lens) 1jV Mounnng Arm mount allows u of multiple (,tures per pole (Sag Lens) n- so. SI•e 9 mo p per po (Sag Lens) _ R ,' so. C for hgher Ighi ng levels Arm t 11 Hubbells da �srs mint ^ 1 for hgher Ighi ng le�ls. Arm m ants c ullze Hubbell's woe �sra mint for hgher Ighi ng levels. Arm m ants c utlze Hubbells woe c5ls mint select on of arms for addional mounting v nes ty. Yoke ide __ selection of arms I additional mounting versced a Voke mount s 1 I s f d -t oount ng versall e. Voke mount er mo el features r Square aluminum support for post top spot tai o' _ o E � Ni teat - T quare ppona for past top pp tons on I - _ NRTUC f 2 o PPdrts for post top ppl talons on I NRTUC l 2'+e res tenons.IlCallingt comes tom tete wth 1 2/ O D. I . Ceiling mount comes complete w th 2%' O.D tenons. Ceiling mount comes complete with instrucions moon p 'nsirucl ons L nsiruct Ons izs6 mint --- lay.- for sprince anachment t6'"- Ir for surface anachment (2s6 mm !I for surface anachment (zso mm --- and o� Listings All units are U.L Istel 15]2 for at locations and Listings All un is are U.L. Istel 15]2 I wet locations antl Listings All anis are U.L. Istel I512 for at locations a CSA certified for outdoor use IP suitability IP55. I - - - - - - - - CSA tented for outdoor use. IP su tabil;ty IP55. 1 GSA cert(etl for oultlodr use. IP suitability IP55. MOUNTING 3" (T6 l�ATAI !1!. I !1/51 r' 3" (T6 mint EMENTS ( 6'n" YOKE 1 I 27' (686 mm) 16.T5" (426 mm) 1 I (131 mmf— I_ MSO -Y (Flat Lens) {OKE ; (6821' 16'T5' 426 mmf I t 1, 31 I (Flat Lens) cies YOKE tr 1663 mm) I _u_ 1686 " tib T5" (4226 mmf D F (135 mm)— � :,� � LJ ❑ MSO -Y (Flat Lens) G NOTE VIBmmCEN OAMPEFS AVAILABLE. CONSULT FACTOl HUBBE LLs' ULighting,I.C. ...... _.. - - - rq lzl tza Fvl. Lighting, Inc.'. HUBBELL) gng, (a) sat cli1M m la. (7) Pea w.qm UI i,yv HU B ULightin9, Inc. 1 � T C„= aao6M1� emcerAzsow•,av�-I �+_ ( ® Lighting, Inc. ai. o3 n�mce :Tl:_ 99P�lOY-3nr 86PY_.��aa11]X.%X J ip['lIX BSP -w20% -X% 35AJtm-%R SSVix%%XZI- t t 20 z Its 6 MsQ AzsoN-��i-1- 1 .1 Imm—LE v Q SQUARE STRAIGHT STEEL POLES For use with floodlight luminaires as well as post top and Magnu-Series architeclurai luminavea. FEATURES SSP/SSC SERIES . Square srraigm steel snan reel �.__ • One-piece construction, steel Nbing • Two-Oiece Dasa cover •2a6. O.D. tenons, or machineb sibs moon! •Four "L'spancnlO�bolls wiN • Gmunb lug I. on ctygard tinisM1 LEKTROGOTE® primer • Boll plate inclutla0 • C S.A. cenisee Dorton • Opt rem va^e;erwn .....-........ _ tu'Ybapp IAapi,Mr(1) wpm FL M EPA WI. ...... _.. - - - rq lzl tza Fvl. sa.. (a) sat cli1M m la. (7) Pea w.qm UI i,yv EPw wu •t 99P�lOY-3nr 86PY_.��aa11]X.%X J ip['lIX BSP -w20% -X% 35AJtm-%R SSVix%%XZI- t t 20 z Its W N 1 .1 Imm—LE v Q L 89VdttY 8aP-SAS-It% 9aP3z9t-%X ggpas0%-tit tea 2 ao s _ - dRdwm-.-.cI HANoIaLE QJ IS -_so I - C.SA. CERTI - SSCtSMIES i��lf): wpnr ry (z) w I Bot (3l r eon c(m t m tial M wNPopnl (.) ra. U—I 3 - a•=a• ..N—e O sac ia- EeF'tiat. sseJAl- Tis z sago i� — O�RODu� �x 4. In oROUP m pgLE as M:ussi mri sit It wy.,�i'e ting _ ueelen au letup Hamel u9 9 iaenY v int ro, i,cenen enc CATALOG LOGIC ssp a.sova,.� • 1 kin as I :. oHa.al B=sawall Vin, n __=;; s P ; a1Bi,riea uan"eas. s�q,w srylg s T 6.P • nrreTeiansa Y w, 179-70 Di a -vemyp eingmqui s - Femo.aae Te,ron t4• nE 5 onryl - F moo I arance use MAA -to arm. OPTIONS Padory ors-, eb, omen by aaains appmpriare emrM. sea 2s4 mr inu6 ranine ane aomplele bescdwion T�y94a, rig' ' S1 TE op J0� c 0 SCALE: 1 " = 2000 ` KEY PLAN Wilbur Smith Associates 2921 Telestar Court mee ►ae sAorIIIIIIIIII Falls Church, VA 22042 yea s® I q �� Fax 703 280-1631 W N v Q L J ti QJ I W 3 O Wilbur Smith Associates 2921 Telestar Court mee ►ae sAorIIIIIIIIII Falls Church, VA 22042 yea s® Tel 703 698-9780 q �� Fax 703 280-1631 GRAPHIC SCALE(S) - 10 �/ r '( / / /%' � / J/ t y S n i � I \y gp � � II � ' � • 'a"' _ / Grr e �'– r I ''� � i l It // //" /�'� . � /1 `3 t � � d \ � T / I ) 1 � R.q-..®.. '"'.I�a 6•+`^""6'�8� ®..m. _,... s^v^y ".''• I / � b �j'` t - 1 I rl' 1 I \ \ $ tr '7 g ; ! I II I I p -I-- ,— ` _� / "ter 1 'I S `_6 -- - _ --'+;'_`,•� J..-r°.m i ` r 1 ; ,' ! I �'I I I .�` —I-- '." �.• - \ -- _ - — / Qawa� Imo. ; ,•, Ye z�• '-�� i;'i!•�•�,21°-�� j � ; ; I I \ I\ � -� \ _ -- � — - � \ � /// ~tea. i I i '""�` )` 7' '®®�'ma a $� _ ' m-�«°' `�-`^-'s-�__�_ .w-•....••!_� � i ; t 1 i \ –I t k / 1 // r // s rI •�1 a�� g / \ \\ 0 11'� _ !t - It _ it —1? — _ ,lt �°<°•o,=. \ 11 1� I � I / Aor \ 1 1 1 ! �V — -- - -- 1 ! 9p - -r." ^w T -•,e / , r l ] �r / - — � 1 -� ( 1 j 'I i / -► \ R1 oup, f,AE u.E ! \ \\ ! 1 1 / / 'Itteu o� J PP ATI &WWCR -em. _-S,S Pi;RCF@73,a m�—� — `-\`\ / / / //�` / ✓.. / P "'''.j1` _ _— _ - _' /' �•'-•,• I I � i Ire � i �.d -500 Ar Rl- f912 (RJLK/MD DELTA • 13-°rJt RT. v 475 — tie T ".37241} . 61894! J t \ % R�� 442,(�J 11'''r (ROLI,UM --- --- -- /' / - 1 \ ��✓ \ j \ \ \ \ P 2 \ 450. 445 495 'SEDIMENl• --' n ✓ - _ter 435 •• •D \ \ OR AY485 \ ��' ...._.,509 - �. /® i ,..-•. �0 � p -g- cr ON C<Fq Ff� n om /V up r' ROpF�q �-qQ4 / / /Hl _ MARSH/ O A V A A V e t /LD MARS �71�J ----- �� %// ' / '`( / � o o q3A l ruU� .✓/ � 345 ! \ `� \ �� \ \ \\ \\ �` \\ \� \\ �\ t ( (% I\ I 1, , , , I MARS _ —�-REESAVE i / ® bOREBAY \ RISER (SEE DETAH H I %HI-MARi \ ��_.�—.� ,' �\ \� \�-__—�,�ar�,�rJm ,... ,•f' I 1 1 I \ �. �� j I I \\ 11 I I I \ LAI— Q) v o PHASE DIAGRAM AND SEQUENCE CHART PHASE 1-5 1- 6 2- 5 2 -6 3-7 3-8 4 -7 4 -8 F 10lgCR9 < /yF9 sS 11 TTTr ll Trr� J TTIT 11 TITT 1 l` TrIT 11 1f r �1 A Trf r H 1 �G ®-G R R R R R R R 5 f R —G R R R R R R 2 R R G G R R R R A 6 R G R G R R R R A 3 R R R R —G _-G R R R 7 R R R R ®-G R _G R R 4 R R R R R R G G R 8 R R R R R G R G R 6A R Gam- R G-_ G_ G_ R R R 4A R\G— RSG— R R R R G G R INITIAL TIMING R) CHART PHASE MIN PASSAGE GREEN MAX MAX AMBER RED 1 2 WALK DETECTOR SWITCHSET' 1 5 2 20 5 1 NL 2 15 2 50 5 2 0 L 3 5 2 20 5 1 NL 4 8 2 20 5 1 NL 5 5 2 20 5 1 NL 6 15 2 50 5 2 0 L 7 5 2 20 5 1 NL 8 8 2 1 20 1 5 1 1 1 0 NL CLEARANCE CHART R CL NEXT 1 2 0 G G G G G A R R G ---A R R (R 1 l R) R) l R) 30' X36' 30' X36' OVERHEAD SIGN DISPLAY 4SSWL !o � 24X3a PROPOSED PERMANENT --* G)k SIGNAUZATION EASEMENT ION O....1 HEAD HEADS HEADS HEAD 6A 1.3.5.7 2.4. 6.8 4A I SIGNAL DISPLAY IN F ONLY ONLY A M R3-50 R3 -5(R) 30' X36' 30' X36' OVERHEAD SIGN DISPLAY U G— A-$ R R z A G G W A R R Q a A G G o A R R w 9t SITE SCALE: 1 = 2000' KEY PLAN MAST ARM POLE PLACEMENT SCALE: r•20' Ila Na 1 -L h /to, I POWER SOURCE ; POLE A 168 ARM vE-------------------- ---- - - STD. CG-I?- PROP. G-I2PROP. CG -6 ® r ROUf'E 250 -RICHMOND ROAD -- 6 r, r q _ - RELOCATE OPTICOM _.., . SIGN 6 PREEMPTION f tSbCit'E ` — __ _ -- -- - i -- -- - - - -- RELOCATE 10 �ROUTE250 2921 Telestar Court 05 �6A SIGN R4-7 Tel 703 698-9780 - - - - 4SSWL !o � 24X3a PROPOSED PERMANENT --* SIGNAUZATION EASEMENT ION O....1 4 SSWL 42 o 06 (d =1 s(rArr `350, ij I ; C �2 F 1 ------------ -- ------ 5,-SIDEWALK®.n : m ,.�.--.- -' I r, ; 8 8 • ' _ -_ e.._.,, R RTE 250 R•35' 9t SITE SCALE: 1 = 2000' KEY PLAN MAST ARM POLE PLACEMENT SCALE: r•20' Ila Na 1 -L h /to, I POWER SOURCE ; POLE A 168 ARM vE-------------------- ---- - - STD. CG-I?- PROP. G-I2PROP. CG -6 ® r ROUf'E 250 -RICHMOND ROAD -- 6 r, r q _ - RELOCATE OPTICOM _.., . SIGN 6 PREEMPTION f tSbCit'E ` — __ _ -- -- - i -- -- - - - -- RELOCATE 10 DESIGN NOTES 1) THE SIGNAL INSTALLATION SHALL CONFORM TO THE PROVISIONS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, THE VDDT ROAD AND BRIDGE STANDARDS AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS TOGETHER WITH THE LATEST SPECIAL PROVISIONS IN EFFECT AT THE TIME OF APPROVAL BY VDDT. 2) CONTROLLER CABINET FOUNDATION SHALL BE STO.CF-1. 3) THERE SHALL BE A LOOP DETECTOR AMPLIFIER FOR EACH LOOP EXCEPT FOR THE DETECTORS SPLICED IN SERIES WHICH WILL HAVE ONE FOR EACH GROUP. THE AMPLIFIER SHALL BE SINGLE CHANNEL ONLY WITH INDICATOR LIGHTS. SETS OF 6'X6' LOOPS FARTHEST FROM THE STOP LINE SHALL BE HOOKED TO INDIVIDUAL 14-2C(2) CABLES AND HAVE SEPARATE LOOP AMPLIFIERS. 4) UNDERGROUND ELECTRICAL SERVICE SHALL BE OBTAINED FROM THE NEAREST AVAILABLE SOURCE (VIRGINIA POWER)AND SHALL BE IN ACCORDANCE WITH SE -5 `4ITH 60 AMP BREAKER BOX AND 30 AMP BREAKERS. 5) ALL JUNCTION BOXES SHALL BE INSTALLED IN ACCORDANCE WITH ST'D JB -IA OR IC (UNLESS OTHERWISE SPECIFIED). 6) ALL 6'X 40'LOOP DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH ST'D TO -IC, MODIFIED AND PLACED 5' IN FRONT OF THE STOP LINE. LOOP DETECTORS SHALL BE MODIFIED TO ALLOW CORNER DRILLING ONLY. ONLY SPLICE KITS SHALL BE PERMITTED ON DETECTOR WIRING. (SECT. 703.03(G)) A SEPARATED SPLICE KIT SHALL BE USED FOR EACH LEAD-IN CABLE. 7) SIGNAL SHALL REST IN PHASE 2/6 MINIMUM GREEN. 8) EACH 6'X 6' LOOP DETECTOR SHALL BE INSTALLED IN ACCORDANCE TO ST'D. TD -IB MOD TO ALLOW CORNER DRILLING ONLY. 9) STEEL POLE FOUNDATIONS SHALL BE INSTALLED IN IN ACCORDANCE WITH ST'D PF -r. THE CONTRACTOR SHALL FURNISH THE FOUNDATION DESIGNER WITH SOIL CONDITION AND ANY OTHER FIELD DATA NECESSARY FOR THE DESIGN OF THE POLE FOUNDATIONS. 10) (S) DENOTES )IRE TES METAL CONDUIT.BWDNESYTEM BONDINGW 11) MAST ARM POLE SHALL BE INSTALLED IN ACCORDANCE TO ST'D. MP -1. 12) MAST ARM SIGNAL HEADS SHALL BE MOUNTED IN ACCORDANCE TO ST'D. SM -3. ALL SIGNALS SHALL HAVE BACKPLATES. 13) MAST ARM SIGNS SHALL BE INSTALLED IN ACCORDANCE TO ST'D. SMD -2 INCLUDING IN THE COST TO FURNISH AND INSTALL SIGNS AND RIGID MOUNT HANGER ASSEMBLIES. 14) ALL CONDUIT ENTERING JUNCTION BOXES SHALL NOT EXTEND OVER 3'MAXIMUM NOR 2'_ THEM 15) ROAD PAVEMENT SHALL NOT BE OPEN CUT. 16) THERE IS OPTICOM PREEMPTION FOR PHASE 2/6. CONTRACTOR TO PROVIDE ALL EQUIPMENT (OPTICOM RACK WITH 4 CHANNEL CARD INCLUDED -700 SERIES OR LATEST)AND INSTALL IN CABINET. POLE MOUNTED DETECTORS ARE TO BE PROVIDED AND CONNECTED TO THE CONTROLLER. ALIGN DETECTOR HEADS FCR PROPER DETECTION. 17) ALL VEHICLE DETECTORS SHALL OPERATE IN THE NON LOCK MODE, EXCEPT FOR PHASES 2 AND 6 WHICH SHALL OPERATE IN THE LOCK MODE. 18) POLES, CONTROLLER, JUNCTION BOXES & LOOP DETECTORS PLACEMENT SHALL BE FIELD VERIFIED BY THE VDOT ENGINEER PRIOR TO CONSTRUCTION. 19) ALL UNDERGROUND CONDUIT SHALL BE INSTALLED IN ACCORDANCE WITH ST'D ECI-1. 20) FOR NEW SIGNAL INSTALLATIONS (WHEREBY THE LOCATION DID NOT HAVE A FULLY OPERATIONAL TRAFFIC SIGNAL PRIOR TO CONSTRUCTION) UPON ENERGIZING. THE SIGNAL INSTALLATION SHALL BE PLACED IN A FLASHING OPERATION MODE FOR A PERIOD OF 72 HOURS, UNLESS OTHERWISE DIRECTED BY THE DISTRICT TRAFFIC ENGINEER, BUT IN NO CASE LESS THAN 24 HOURS PRIOR TO THE LOCATION BECOMING FULLY OPERATIONAL. 8.25M 01 z �ROUTE250 2921 Telestar Court 05 �6A SIGN R4-7 Tel 703 698-9780 - - - - 4SSWL 02 � 24X3a --* Al O....1 4 SSWL 42 o 06 O. STD CG42 C �2 F 1 ------------ -- ------ 5,-SIDEWALK®.n : m ,.�.--.- -' I r, ; 8 8 • ' _ -_ e.._.,, R RTE 250 R•35' OPTICOM PREEMPTION a�. C i `,�• z POLE ., -- — - -------- No' Na SSWL Na DESIGN NOTES 1) THE SIGNAL INSTALLATION SHALL CONFORM TO THE PROVISIONS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, THE VDDT ROAD AND BRIDGE STANDARDS AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS TOGETHER WITH THE LATEST SPECIAL PROVISIONS IN EFFECT AT THE TIME OF APPROVAL BY VDDT. 2) CONTROLLER CABINET FOUNDATION SHALL BE STO.CF-1. 3) THERE SHALL BE A LOOP DETECTOR AMPLIFIER FOR EACH LOOP EXCEPT FOR THE DETECTORS SPLICED IN SERIES WHICH WILL HAVE ONE FOR EACH GROUP. THE AMPLIFIER SHALL BE SINGLE CHANNEL ONLY WITH INDICATOR LIGHTS. SETS OF 6'X6' LOOPS FARTHEST FROM THE STOP LINE SHALL BE HOOKED TO INDIVIDUAL 14-2C(2) CABLES AND HAVE SEPARATE LOOP AMPLIFIERS. 4) UNDERGROUND ELECTRICAL SERVICE SHALL BE OBTAINED FROM THE NEAREST AVAILABLE SOURCE (VIRGINIA POWER)AND SHALL BE IN ACCORDANCE WITH SE -5 `4ITH 60 AMP BREAKER BOX AND 30 AMP BREAKERS. 5) ALL JUNCTION BOXES SHALL BE INSTALLED IN ACCORDANCE WITH ST'D JB -IA OR IC (UNLESS OTHERWISE SPECIFIED). 6) ALL 6'X 40'LOOP DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH ST'D TO -IC, MODIFIED AND PLACED 5' IN FRONT OF THE STOP LINE. LOOP DETECTORS SHALL BE MODIFIED TO ALLOW CORNER DRILLING ONLY. ONLY SPLICE KITS SHALL BE PERMITTED ON DETECTOR WIRING. (SECT. 703.03(G)) A SEPARATED SPLICE KIT SHALL BE USED FOR EACH LEAD-IN CABLE. 7) SIGNAL SHALL REST IN PHASE 2/6 MINIMUM GREEN. 8) EACH 6'X 6' LOOP DETECTOR SHALL BE INSTALLED IN ACCORDANCE TO ST'D. TD -IB MOD TO ALLOW CORNER DRILLING ONLY. 9) STEEL POLE FOUNDATIONS SHALL BE INSTALLED IN IN ACCORDANCE WITH ST'D PF -r. THE CONTRACTOR SHALL FURNISH THE FOUNDATION DESIGNER WITH SOIL CONDITION AND ANY OTHER FIELD DATA NECESSARY FOR THE DESIGN OF THE POLE FOUNDATIONS. 10) (S) DENOTES )IRE TES METAL CONDUIT.BWDNESYTEM BONDINGW 11) MAST ARM POLE SHALL BE INSTALLED IN ACCORDANCE TO ST'D. MP -1. 12) MAST ARM SIGNAL HEADS SHALL BE MOUNTED IN ACCORDANCE TO ST'D. SM -3. ALL SIGNALS SHALL HAVE BACKPLATES. 13) MAST ARM SIGNS SHALL BE INSTALLED IN ACCORDANCE TO ST'D. SMD -2 INCLUDING IN THE COST TO FURNISH AND INSTALL SIGNS AND RIGID MOUNT HANGER ASSEMBLIES. 14) ALL CONDUIT ENTERING JUNCTION BOXES SHALL NOT EXTEND OVER 3'MAXIMUM NOR 2'_ THEM 15) ROAD PAVEMENT SHALL NOT BE OPEN CUT. 16) THERE IS OPTICOM PREEMPTION FOR PHASE 2/6. CONTRACTOR TO PROVIDE ALL EQUIPMENT (OPTICOM RACK WITH 4 CHANNEL CARD INCLUDED -700 SERIES OR LATEST)AND INSTALL IN CABINET. POLE MOUNTED DETECTORS ARE TO BE PROVIDED AND CONNECTED TO THE CONTROLLER. ALIGN DETECTOR HEADS FCR PROPER DETECTION. 17) ALL VEHICLE DETECTORS SHALL OPERATE IN THE NON LOCK MODE, EXCEPT FOR PHASES 2 AND 6 WHICH SHALL OPERATE IN THE LOCK MODE. 18) POLES, CONTROLLER, JUNCTION BOXES & LOOP DETECTORS PLACEMENT SHALL BE FIELD VERIFIED BY THE VDOT ENGINEER PRIOR TO CONSTRUCTION. 19) ALL UNDERGROUND CONDUIT SHALL BE INSTALLED IN ACCORDANCE WITH ST'D ECI-1. 20) FOR NEW SIGNAL INSTALLATIONS (WHEREBY THE LOCATION DID NOT HAVE A FULLY OPERATIONAL TRAFFIC SIGNAL PRIOR TO CONSTRUCTION) UPON ENERGIZING. THE SIGNAL INSTALLATION SHALL BE PLACED IN A FLASHING OPERATION MODE FOR A PERIOD OF 72 HOURS, UNLESS OTHERWISE DIRECTED BY THE DISTRICT TRAFFIC ENGINEER, BUT IN NO CASE LESS THAN 24 HOURS PRIOR TO THE LOCATION BECOMING FULLY OPERATIONAL. 8.25M 01 z ✓57" _ RE ®ROUTE 050 STD 6 - - h PROP. RETAIkr-r— _RWM t ; y / POLE IB i EX SIGN r b F c rr REMAIN) C CABLE & CONDUIT RUNS ~; } SITE BENCH MAF F2' CONDUIT TOP OF CURB IN `-' 2-2C(S) PROPOSED PERMANENT _ _ _ _ _ -- - - --- -PARKING LOT. OF 1-0 CONDUIT J," S/GNAUZATION EASEMENT -W ELEV. • 54978 tl 3-2C(S) K 1-6 JACKED PIPE bC �, 67C HDS /,6,6A4,4A 7 (L W yrr r 1 t C l-2' CONDUIT 2_2C(S) 4-2C(S) 1-#8 AWG (SBW) cn I► N "' ' + ';s', ( I 0 I-3'CONDUIT 1-2C PREEMPTION Q _ 07 04; ! 27� HDS 3, 8 L h4 CONDUIT AWG (SBW) 8-7C HDS 1,2,3,4, 5,6,6,47,8 18 ONLY 'i;•. �. yy �- O ONLY; ONL'! j "'" is Y11 E 2-r CONDUIT (M) I **8 AWG (SBW) ?4 1-2C PREEMPTION $ M I-1%2' CONDUIT (M) 11" 4-F CONDUIT (M) � 3-'8 ELECTRIC SERVICE l-#8 AWG (SBW) G F3' CONDUIT 2 -TC /-#t? AWG z I -2C PREEMPTION I /--\-J JACKED PIPE &_ s-2Crs) `. -- 1-' JACKED PIPE 2-7C HDS 2, 5 /0-2c(s/ 15 1-'8 AWG (SBW) V/VIRGINIA OiL t 1-2C PREEMPTION y 3" M 78 "aP / 6 7 COH DUIT ^ I - --- - i /�►8 AW(SBW6A4.4117 4 i / G -ASC W aeLca /-2C PREEMPTION a '^ ✓ PROP. CV -6 ? ,' _ w e LEGEND: , r ---- . ----- . lQ JUNCTION BOX STD. lA lB, OR IC SAP - EMPLOYEE---JPABICIAIC-91fLa' _ © JUNCTION BOX STD. JB -3A, 38 OR 3C W1NL ;-- - ,' ;' h _ PROVIDE CURB CUTS ® JUNCTION BOX STD. JB -54 c qF 18 _.._ EMPLOYEE & CONCRETE V -DITCH 5B OR 5C 8, 5 SP ES PARKING Z ' Oti ONLY ® 6'x6' LOOPS TO BE WIRED NOT ENTER INDIVIDUALLY AND CONNECTED 13' , & ; PROP. CG 6 TO SEPARATE AMPLIFIERS ® /20/240 VOLT VIRGINIA AW -EY ROAD---,- POWER POLE SOURCE is S 5146' E j S 55 T 34 E 1N (PRIVATE) A ELECTRICAL SERVICE POLE SE -5 Wilbur Smith Associates 2921 Telestar Court k. �6A "� BM Tel 703 698-9780 Fax 703 280-1631 o 06 O. ii T --ROUTE 230 4 R RTE 250 5 OPTICOM PREEMPTION i `,�• z 4 SSWL SSWL — 2L X, 21 - _� POP cG6 ✓57" _ RE ®ROUTE 050 STD 6 - - h PROP. RETAIkr-r— _RWM t ; y / POLE IB i EX SIGN r b F c rr REMAIN) C CABLE & CONDUIT RUNS ~; } SITE BENCH MAF F2' CONDUIT TOP OF CURB IN `-' 2-2C(S) PROPOSED PERMANENT _ _ _ _ _ -- - - --- -PARKING LOT. OF 1-0 CONDUIT J," S/GNAUZATION EASEMENT -W ELEV. • 54978 tl 3-2C(S) K 1-6 JACKED PIPE bC �, 67C HDS /,6,6A4,4A 7 (L W yrr r 1 t C l-2' CONDUIT 2_2C(S) 4-2C(S) 1-#8 AWG (SBW) cn I► N "' ' + ';s', ( I 0 I-3'CONDUIT 1-2C PREEMPTION Q _ 07 04; ! 27� HDS 3, 8 L h4 CONDUIT AWG (SBW) 8-7C HDS 1,2,3,4, 5,6,6,47,8 18 ONLY 'i;•. �. yy �- O ONLY; ONL'! j "'" is Y11 E 2-r CONDUIT (M) I **8 AWG (SBW) ?4 1-2C PREEMPTION $ M I-1%2' CONDUIT (M) 11" 4-F CONDUIT (M) � 3-'8 ELECTRIC SERVICE l-#8 AWG (SBW) G F3' CONDUIT 2 -TC /-#t? AWG z I -2C PREEMPTION I /--\-J JACKED PIPE &_ s-2Crs) `. -- 1-' JACKED PIPE 2-7C HDS 2, 5 /0-2c(s/ 15 1-'8 AWG (SBW) V/VIRGINIA OiL t 1-2C PREEMPTION y 3" M 78 "aP / 6 7 COH DUIT ^ I - --- - i /�►8 AW(SBW6A4.4117 4 i / G -ASC W aeLca /-2C PREEMPTION a '^ ✓ PROP. CV -6 ? ,' _ w e LEGEND: , r ---- . ----- . lQ JUNCTION BOX STD. lA lB, OR IC SAP - EMPLOYEE---JPABICIAIC-91fLa' _ © JUNCTION BOX STD. JB -3A, 38 OR 3C W1NL ;-- - ,' ;' h _ PROVIDE CURB CUTS ® JUNCTION BOX STD. JB -54 c qF 18 _.._ EMPLOYEE & CONCRETE V -DITCH 5B OR 5C 8, 5 SP ES PARKING Z ' Oti ONLY ® 6'x6' LOOPS TO BE WIRED NOT ENTER INDIVIDUALLY AND CONNECTED 13' , & ; PROP. CG 6 TO SEPARATE AMPLIFIERS ® /20/240 VOLT VIRGINIA AW -EY ROAD---,- POWER POLE SOURCE is S 5146' E j S 55 T 34 E 1N (PRIVATE) A ELECTRICAL SERVICE POLE SE -5 Wilbur Smith Associates 2921 Telestar Court Il�i�l• Falls Church, VA 22042 "� BM Tel 703 698-9780 Fax 703 280-1631 SCALE 0' 20' 40' GRAPHIC SCALE(S) xeo arCHECKED 81 SHEET NO. /2 of/2 IE -111 ) 9r 51 TE 0 SCALE: 1" = 2000' KEY PLAN QUANTITY SUMMARIZES L - O w �WO�pJ LLI q Z ~ O Pizr j o V rr^^ W v1 3 0 l� r^ v v� PROPOSED EXISTING PROPOSED EXISTING 0 Metal Pole 0 N Pedestal Pole Metal 0 • Wood Pole 0 3 Pedestal Pole - Concrete ® SUMMARY NOTES: ® Concrete Pole m l� Metal Pedestal Mount: Control Cabinet •o (1) CONDUIT. GROUTING AND GROUNDING DETAILS FOR CONTRACTOR FURNISHED FOUNDATION DESIGNS SHALL BE IN ACCORDANCE WITH STD. PF -1. Mast Arm Metal Signal Pole �� © Concrete Pedestal Mount; Control Cabinet © (2) ELECTRICAL SERVICE SHALL BE INSTALLED IN ACCORDANCE �♦ Wood Pole w/Metal Mast Arm �� 10 Junction Box N+ WITH SECTION 238.02 (h) WHICH SHALL INCLUDE TWO 60 AMP BREAKERS. O • o (3) INCLUDED IN THIS BID ITEM IS THE COST TO FURNISH AND INSTALL. SIGNS AND �w Combination Luminaire - Signal Metal Pole ® Man Hole 13 RIGID MOUNT SIGN HANGER ASSEMBLIES. ITEMS TO BE PAID FOR ON THE BASIS OF Combination Luminaire - Signal Wood Pole d E Hand Hole 09 PLAN QUANTITIES IN ACCORDANCE WITH CURRENT ROAD AND BRIDGE SPECIFICATIONS. g INCLUDE MAST ARM MOUNTED SIGNS IN POLE CALCULATIONS. MAST ARMS SHALL BE O Combination Luminaire - Signal Concrete Pole G7 Loop Detector L_; FIELD DRILLED ONLY. •-� One WaySignal Head o- m B Quadrupole Loo Detector F (4) ENCLOSEDCABLEREQUIRES 5 " SAW CUT FOR LEAD-IN CABLES. INCLUDED IN THIS BID ITEM ARE g p p 600' OF B AND 1400' OF �8' SAW CUT. Two Way Signal Head O Service Disconnect Switch Box (5) LIGHT EMITTING DIODE (LED) VEHICLE TRAFFIC SIGNAL MODULES SHALL CONFORM TO LATEST ITE INTERIM PURCHASE SPECIFICATIONS "VEHICLE TRAFFIC SIGNAL CONTROL HEADS. PART 2: LED Three Way Signal Head E Meter Box ® VEHICLE TRAFFIC SIGNAL MODULES. MODULES SHALL BE 12" AND SHALL BE INSTALLED IN THE TRAFFIC Span Wire SIGNAL HEAD SECTIONS. THE CONTRACTOR SHALL SUPPLY THE MANUFACTURERS CERTIFICATE OF ITE Four Way Signal Head G>AJ'i Span Wire w/Cable �i COMPLIANCE TO THE ENGINEER FOR APPROVAL. O (6) INCLUDED IN THIS BID ITEM IS THE COST TO FURNISH AND INSTALL SYSTEM BOND WIRE. o --m One Way Bracket Mounted Signal- Metal Pole p3 m --- Conduit Only _____ (7) TRAFFIC SIGNAL CONTROLLERS SHALL PROVIDE ALL FEATURES AND FUNCTIONS AS •�� Two Way Bracket Mounted Signal Metal Pole - Conduit w/Cable ___� �_ EXISTING CONTROLLERS IN THE CULPEPER DISTRICT CLOSED LOOP SYSTEMS AND SHALL COMPLETELY -1 Y 9 INTERFACE WITH THE SYSTEM MASTERS AND THE OFFICE COMPUTER CLOSED LOOP SYSTEM SOFTWARE Guy Wire --< WITHOUT THE US EOF REMOTE COMMUNICATION UNITS.EXISTING EQUIPMENT CONSISTS OF PEEK/TRANSYT o M -m One Way Bracket Mounted Signal- Wood Pole 03 Q) ��__I-I MODEL 188OEL AND 3000 CONTROLLERS WITH COMMUNICATION MODULES (SYSTEM COMMUNICATIONS AND �P.- Pedestrian Push Button Z"J P•• AUXILARY DETECTOR INPUTS). MODEL 3800EL AND M3000 MASTER CONTROLLERS AND SMARTWAYS CLOSED Two Way Bracket Mounted Signal - Wood Pole ... • Pedestrian Push Button On Metal Pole o LOOP SYSTEM SOFTWARE. �Q°R• Q}- m One Way Bracket Mounted Signal Concrete Pale �� (8) MODEMS SHALL HAVE A RAW DATA -TRANSFER SPEED OF 33.6 KPPS AND SHALL CONFORM TO MNP PROTOCOL Y 9 O Magnetic Detector - Multi Lane to-, CLASSES 2 THROUGH 5 & ITU V.34. V.42 AND V.42BIS STANDARDS. MODEMS SHALL SUPPORT THE HAYES Two Way Bracket Mounted Signal Concrete Pole (] Magnetic Detector - Single Lane �0; THEAT QTTEL(EPHONEAND TINTERFACETBOX. THETOR HALL CONTRACTORLTHE SHALLOABLES INSTALLROM THE TTRANSIENTTOEM TO THE PROTECTIONCONTROLLER CONFORMINGAND TO SECTION ++• Magnetometer Detector Probes 703.02(D)3B FOR THE CABLE FROM THE MODEM TO THE TELEPHONE INTERFACE BOX. �3 One Way Pedestal Top Mounted Signal- Metal Pole m -9o- 9) SIGNAL INSTALLATIONS SHALL NOT BE PLACED INTO FULL COLOR OPERATION WITHOUT PRIOR �'m TWO Way Pedestal Top 'doJnted Signal- Metal Pole m- 9 � Emergency Preemptor Sensor O NOTIFICATION AND APPROVAL OF VDOT. ARRANGEMENTS SHALL BE MADE BY PROJECT INSPECTOR Wood Utility Pole w/OVerhead Wire:_y TO HAVE VDOT TRAFFIC FIELD OPERATIONS PERSONNEL PRESENT. MINIMUM OF 48 HOURS ADVANCE 4>-M One Way Pedestal Top Vaunted Signal- Metal Pole m--® r y � NOTICE REQUIRED. CONTRACTOR SHALL HAVE HIS QUALIFIED REPRESENTATIVE PRESENT TO MONITOR Concrete Utility Pole w/Overhead Wires TRAFFIC FLOW AND ADJUST TIMINGS AS NECESSARY THROUGH TWO CONSECUTIVE MORNING AND EVENING m-3 D Two Way Pedestal Top Mounted Signal- Concrete Pole m--�•22 y RUSH HOUR PERIODS OR AS DIRECTED BY THE VDOT ENGINEER. q Base Mounted Local Control Cabinet 9 ----- Direct Burial Cable (Signal) ----- (10) NO NEW TRAFFIC INSTALLATION IS TO BE PLACED INTO FLASHING OPERATIONS UNTIL THE 9 Base Mounted System Master Cabinet LOCATION IS 100% COMPLETE. THIS INCLUDES ALL PAVEMENT MARKINGS. (* Bracket Mounted (S. 0. P.) Control Cabinet Metal Pole me Bracket Mounted (S. 0. P. ) Control Cabinet Wood Pole C�7o Wilbur Smith Associates iii►` 2921 Telestar Court ArArmanis op.7 Bracket Mounted (S. 0. P. ) Control Cabinet Concrete Pole t Falls Church, VA 22042 "� �� Tel 703 698-9780 Fax 703 280-1631 GRAPHIC SCALE(S) OABN,:�,oN REVISION 2 REVISION 4 DESIGNED El SHEET N0. /2AoF /2 .,,E C ',p -m trps \tl urd',p a nt ops _q sum.J.3N Sep. 20 199; (391.41 05J5a5INP.PLT (2) (7) (t) (6> (6) (6) (31 (4) (3) (8) (5) I la im z x > > � °•-• � w ao ao � � m � m �+ QO¢ mmU m ICU pm � 1`- Z ZO O O p U �� S R O Zm� (~- INTERSECTION J � wZ JZ-� Z Q � o Z a .. Wa WaW � Y � o roQ� Q W JO 00 W W WN .U.FO Z� I 2-a I mmU OwW OW �W � U U O O ZO N OJ WH ZF � �JW 1- J 3a Uw U7 J J a'-' J� O� plfl NUZ O m O m Z7� O D OJ 2m x.. 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EA. 12 RTE. 2soiROLK[R Roao 1 1 1 3 1 7 i 44 6 3 1 1500 3000 1500 1500 100 50 1300 150 50 1500 7 15 1 4000 250 3 14 50 2000 94 72 1 1 300 2 TOTAL: i 1 1 3 1 1 1 44 6 3 1 1500 3000 1500 1500 100 50 1300 150 50 1500 7 15 1 4000 250 3 14 50 2000 84 72 1 1 300 2 INDEX OF SHEETS 1 TITLE SHEET 2 HANSEN ROAD w a 3 ROLKIN ROAD dZ CODE NO. 6010 ROAD nx- LANS AND KID- ROFILIES FOR ll,m- I"'I DIVISION Orlr4q MOTOIR Vr7r.�.dHICLrl",,S im uiu (i� 'i I I I I" 1 I (�� to •, , � I'i, IIS \ I �� ! (�� UHAIKLOTTESVILLE9 VIRGINIA L_ FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA %.;;4DAVIDSON DESIGN SPEED (MPH) ROAD o (n > 30 2820 a z 5 ABBEY ROAD ( SHEET 1 OF 2) �I U 6 ABBEY ROAD (SHEET 2 OF 2) (n ABBEY ROAD 7-10 SIGNING & PAVEMENT MARKING FLANS Iy mQ J u- 41 �i CODE NO. 6010 ROAD nx- LANS AND KID- ROFILIES FOR ll,m- I"'I DIVISION Orlr4q MOTOIR Vr7r.�.dHICLrl",,S im uiu (i� 'i I I I I" 1 I (�� to •, , � I'i, IIS \ I �� ! (�� UHAIKLOTTESVILLE9 VIRGINIA L_ FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA ROAD DESIGN SPEED (MPH) 0i tot VDOT CLASSIFICATION HANSEN ROAD 30 2820 URBAN LOCAL ROLKIN ROAD 30 8516 �I DAVIDSON ROAD 25 I URBAN LOCAL ABBEY ROAD 25 2115 URP3AN LOCAL lij 41 6 i O i M aa) �.... �i m W a ° � z � 0-> !� w a w u w CODE NO. 6010 ROAD nx- LANS AND KID- ROFILIES FOR ll,m- I"'I DIVISION Orlr4q MOTOIR Vr7r.�.dHICLrl",,S im uiu (i� 'i I I I I" 1 I (�� to •, , � I'i, IIS \ I �� ! (�� UHAIKLOTTESVILLE9 VIRGINIA L_ FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA OWNER / DE VEL ©PER HURT INVESTMENT COMPANY 195 R I VERBEND DRIVE CHARL O T TES V I L L E. VA 22911 ( 804) 979-8181p FAX ( 804 ) 296--3510 A n ROAD DESIGN SPEED (MPH) ; DESIGN ADT VDOT CLASSIFICATION HANSEN ROAD 30 2820 URBAN LOCAL ROLKIN ROAD 30 8516 URBAN LOCAL DAVIDSON ROAD 25 2115 URBAN LOCAL ABBEY ROAD 25 2115 URP3AN LOCAL OWNER / DE VEL ©PER HURT INVESTMENT COMPANY 195 R I VERBEND DRIVE CHARL O T TES V I L L E. VA 22911 ( 804) 979-8181p FAX ( 804 ) 296--3510 A n t7 PC /0#6480 KtVibtU FHWA STATE FEDERAL AI0 STATE REGION PROJECT ROUTE PROJECT SET NO. 2 4! PROP. x - PANTOPS DEVELOPMENT 4 CIL Ln EX, 3 VA. r ir V) REMAIN) PC 10#43.94 ROLKIN ROAD _v f -y 1 Y?4^ ' mac}' S f P fi. e�v"y� ... `',1.;_'� l { .... _% H R J5.,, R -J5*,, Liu 17t Uj N 5 CIO L -n EXIST C&G j TO REMAIN ccii zi-u 0 H. TO Q) BE REMOVEDc Al PAVING LIMIT REAUGNED ENTfANCE A L c� W I I I I 1 1 1 1 1 ! Ix1 I I 1 i I I Iii � I 3 1�1 I ! 131 j I I > jCLJ O 1 >- m I— I 0 m � 7i LLJ p LQ a a LLLJ of Z O a i W 2 nW � 0 W W {!) to 0 Q m U) w Q 4 Z_ U U O In > U Z w F- Q u) >r � D 12'x9, ONE WAY - DRIVE THRU ONLY molm+ a= M J PVYT. STRIPING FNWA I STATE REGION 3 I VA. ■ to• • t I No - A tfP DEVELOPMENT DAVIDSON i. lis' 3 k&AL e. I A 1 ' ■1'�/il,•/;ll � � !! SPACES a x IG7 ♦ Ay � � ° �� a kc 3 ct _.... .\ Cli PROPOSED DMV SITE ! } �► �� 2` ASPHALT CONCRETE i')'PE SM -2A 4' ASPHALT r CONCRETE BASE COURSE TYPE BM 2 I� a DMV SIGN -7w AGGREGATE MATERIAL TY. N . I , 0, 21-B r+� 25 SP ES 91 18' R-48' IR3 i Td CC A 94 f DAVIDSON ROAD(IV C Jol S 34" jr 53' Wye, !lA, I! llc:�'9�`'CIV W �, R -l8' Rte'C� ,j�,, •�' INSET 4C { 3 ;'� �� a E 3 z ! DAVIDSON RD, NOT TO SCA LE jCcs103 R ; a SEE X -SECTION FOR PROFILE P VARIES tl � ° ! w®^7 i R � .f',.-. �c �k },� .. _.. �' __�__ .._______._,_ S "v.,v '1 ,� t •"L �� ! a VARIES ' M1 f ! !3 Z 12' ice Z ! V V A � i ES REX /E E XIST. `A __ ` n i .#-. `F5 } . •-/ .•d I� 1 gF' y D ♦ a r a 4 5 {?VlTTB'.. 8 r 3 ST D. CG �1I ENTRANCE' t 1 f {U = .. a ,� /" : i' STD. CG -6 STD CG -6 x 460 END WAIL i .,_ _ _ //` j ` °� 1 f; s 9 % ( 1----�►' „�.._ 14 x i ' • i 4 " / r • i : � I # I �71 �4'`'.' � .F F' e.�y�� A• 4 � � � � j ~'"t j `< � � e'� ? c ! I z a i sl SEE INSET o /� 1 ! -4 1TYP.) I ren ►n nr-r- ur Ar / J01 AA� _ � n Al /C!/CA/T tA/ ADnIAtr' STD - -- 'D IA I 1 1 4 3 12'x9, ONE WAY - DRIVE THRU ONLY molm+ a= M J PVYT. STRIPING FNWA I STATE REGION 3 I VA. ■ to• • t I No - A tfP DEVELOPMENT DAVIDSON i. lis' 3 k&AL e. I A 1 ' ■1'�/il,•/;ll � � !! SPACES a x IG7 ♦ Ay � � ° �� a kc 3 ct _.... .\ Cli PROPOSED DMV SITE ! } �► �� 2` ASPHALT CONCRETE i')'PE SM -2A 4' ASPHALT r CONCRETE BASE COURSE TYPE BM 2 I� a DMV SIGN -7w AGGREGATE MATERIAL TY. N . I , 0, 21-B r+� 25 SP ES 91 18' R-48' IR3 i Td CC A 94 f DAVIDSON ROAD(IV C Jol S 34" jr 53' Wye, !lA, I! llc:�'9�`'CIV W �, R -l8' Rte'C� ,j�,, •�' INSET 4C { 3 ;'� �� a E 3 z ! DAVIDSON RD, NOT TO SCA LE jCcs103 R ; a SEE X -SECTION FOR PROFILE P VARIES tl � ° ! w®^7 i R � .f',.-. �c �k },� .. _.. �' __�__ .._______._,_ S "v.,v '1 ,� t •"L �� ! a VARIES ' M1 f ! !3 Z 12' ice Z ! V V A � i ES REX /E E XIST. `A __ ` n i .#-. `F5 } . •-/ .•d I� 1 gF' y D ♦ a r a 4 5 {?VlTTB'.. 8 r 3 ST D. CG �1I ENTRANCE' t 1 f {U = .. a ,� /" : i' STD. CG -6 STD CG -6 x 460 END WAIL i .,_ _ _ //` j ` °� 1 f; s 9 % ( 1----�►' „�.._ 14 x i ' • i 4 " / r • i : � I # I �71 �4'`'.' � .F F' e.�y�� A• 4 � � � � j ~'"t j `< � � e'� ? c ! I z a i sl SEE INSET o /� 1 ! -4 1TYP.) I ren ►n nr-r- ur Ar / J01 AA� _ � n Al /C!/CA/T tA/ ADnIAtr' STD - -- 'D IA I 1 1 4 'ICE I a m >1 0 W V) Uj uj CO >- 0 a- > Li 0 0 w r—y z w > w —0 0 U) w a. D v) > D w w V) (n 0 0 x 6 FHWA STATE FLUERAL AID REGION PROJECT ROUTE PROP. DMV SITE r.q mwllrl� --- PANTOPS DEVELOPMENT ABBEY ROAD I I A 5 R PI. 11-53.94 DELTA - 14'59'50.WRT. T 110.00 L 218-74 R 835.67 PC - 10#43.94 AT & 19049 4P STA 12#57J22 ABBEY RD. 1HURT INV STMENT M TV 78 PAR 75 P101MC, E vX1,07, 0 U HLL. : I - /' v ----------- D( �5-,PTER RE XWED f K? ME �i L -J - !T -r-- — �W 5�28-9 v 4 - SAN SAN. 'ENT -41Tr'7W EX. SAk SBEWER ��k-3Ek ' =7, 7 =- Z? ABBEY RD. W U. UU-4HYDRAULIC CEMENT INSET "Am aypi CONC.SIDEWALK TO SCALE ABBEY ROAD @ 2'' ASPHALT CONCRETE TYPE SM - 2A STA /0+00 TO STA 15,-59J7 NTS %V f ASPHALT CONCRETE BASE COURSE TYPE BM -2 6S AGGREGATE MATERIAL TY. I, NO. 21-8 L REVISED FHWA REGION STATE 'j FEDERAL --M STATE WET NO. ROUTE PROJECT PROJECT— FILE NO. SHEET NO. Ftw ZIA pvmT 5TRIP G C-0 3 A PANTOPS DEVELOPMENT ABBEY ROAD 6 PI. 11-53.94 DELTA - 14'59'50.WRT. T 110.00 L 218-74 R 835.67 PC - 10#43.94 AT & 19049 4P STA 12#57J22 ABBEY RD. 1HURT INV STMENT M TV 78 PAR 75 P101MC, E vX1,07, 0 U HLL. : I - /' v ----------- D( �5-,PTER RE XWED f K? ME �i L -J - !T -r-- — �W 5�28-9 v 4 - SAN SAN. 'ENT -41Tr'7W EX. SAk SBEWER ��k-3Ek ' =7, 7 =- Z? ABBEY RD. W U. UU-4HYDRAULIC CEMENT INSET "Am aypi CONC.SIDEWALK TO SCALE ABBEY ROAD @ 2'' ASPHALT CONCRETE TYPE SM - 2A STA /0+00 TO STA 15,-59J7 NTS %V f ASPHALT CONCRETE BASE COURSE TYPE BM -2 6S AGGREGATE MATERIAL TY. I, NO. 21-8 L PLAN NO. PROJECT FILE NO. SHEET NO. A 6 (f) 0 > X Of V) V) LL AM`3: '11F 40 REALIGNI EN ANC I 43 m PAVEMENT MARKING LEGEND b SSWL - SINGLE SOLID WHITE LINE (,f UNLESS OTHERWISE A(07 -ED) SDWL - SINGLE DASHED WH17-E UNE (,?) (10' LONG, 30' SKIP) WWL -WIDE WHITE LINE (24) SSYL - SINGLE SOLD YELLOW LINE 14ff) I-- FUTURE SDWL SDWL :� j ROLKIN ROAD SCAE.- 1p - 20' PLAN NO. PROJECT FILE NO, ISHEET NO. _0 FHWA REGION PROJECT PmTops DEVELOPMENT ROLKIN ROAD SSWL - SINGLE SOLID WHITE LINE (,f UNLESS OTHERWISE A(07 -ED) SDWL - SINGLE DASHED WH17-E UNE (,?) (10' LONG, 30' SKIP) WWL -WIDE WHITE LINE (24) SSYL - SINGLE SOLD YELLOW LINE 14ff) I-- FUTURE SDWL SDWL :� j ROLKIN ROAD SCAE.- 1p - 20' PLAN NO. PROJECT FILE NO, ISHEET NO. _0 c 0 3 FHWA I STATE REGION PROJECT ( ROUTE PROJECT SHEET NO. P,4IVTOPS DEVELOPMENT3 VA. DAVIDSON ROAD 1 g [moi - �V� fl C PAVEMENT MARKING LEGEND SSWL - SINGLE: SOLID WHITE UNE W UNLESS OTHERWISE NOTED) SDWL - SINGLE DASHED WHITE UNE (4') (1O' LONG, 30' SKIP) WWL - WIDE WHITE UNE: (2,?), TYPE B CLASS I SSYL -SINGLE SOLID YELLOW UNE (4r), TYPE B CLASS V1 SIGN/NG &PAVEMENT MARKINGS SCALE: r - 20' r ILt NU. Mitt 0 NU. A Q t10 1 y I f I i V f iV GA `11 E L-JUl"ll cr. cj P ct c p C rxsof _E1W FLOY, Jols bin ct 31 ENTRANCE R-35 ww EMPLOYEE 13 .5 sp ES 9, PARK R-35' ONLY R -351R -35f R-155 ROP . DO NOT ENTER d0lS cG-6 13-!ffl.506- MROLKMLL- STA 9*64.948 ABBEY ------- ABBEYL,.ROAD S 5r 46E 1 (PRNATE) PAVING LIMIT . ...... 45 SIDEWALK Rw35' R -35F' wW 8 PAR 75 ww 01 0 1 to V/4('ll NF Ln CL PAVEMENT MARKING LEGEND SSWL -SINGLE SOLID WHITE LINE (,?UNLESS OTHERWISE NOTED) SDWL -SINGLE DASHED WHITE LINE (4)(lO'LONG, 3OfSK1P) WWL -WIDE WHITE LINE (24'I, TYPE B CLASS SSYL -SINGLE SOLID YELLOW LINE (4l) act RI -1 3O`x3O` 4'! Y RD. ij 477, FHWA I STATE REGION mm 9 I 11 PANTOPS DEVELOPMENT ABBEY ROAD PROP, DMV SITE -Glbl��,A1312�181vll Si ID. CG -11 ENTRANCE AwTv R -Z 01. it/ STA 13#46" DAVI STA 12#57J22 ABBE 2r/ R -36'w 714-p C' II ,'ON RD. RD. F 1r P1 - 41-53a4 4T i0"C" J DELti A 147595 T X10.00 L k-18.74 R •(i835.67 PC 04.3.94 PT 12-62.66 SIGNING & PAVEMENT MARKINGS 4ABBEY ROAD n. SCALE.- r - 20' me- LO m D W/ If 7 ly R-16' Z -7-Z 8.197 N'k ice!On Qt 91 IZ; SIGNING & PAVEMENT MARKINGS 4ABBEY ROAD n. SCALE.- r - 20' me- LO m