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HomeMy WebLinkAboutSDP199900073 Plan - Approved Stormwater Management Plan 2000-06-22{ Y SHOPPING CHrAR SIT E PLAN FOR FOIRDHAM DEVELOPMENT CORP i j LOCATED NEAR CHARLOT•'TESVILLE Al 0chaA01 r niIf\ITTY VA. WILLIAM S. ROUDABUSN,JR. F, ASSOCIATES Engineers --- Surveyors — Land Planners NOTES: 04 DENOTES POLE LIGHTING STANDARD (2-1/2 FT. CANDLES, AVG.) TOTAL S POLES LANDSCAPING. EXISTING TREES AND SCREENING ALONG "BERKELEY" BOUNDARY TO REMAIN WITHIN A PLANTING STRIP AVERAGING 20ft. 'WIDE, FILL IN OPEN AREAS OR DISTURBED AREAS WITH WHITE PINES AS REQUIRED ALL '{MITE PINES NOW LOCATED ALONG DOMINION DRIVE TO REMAIN 10 ADDITIONAL 'WHITE PINES TO'BE PLANTED ALONG DOMINION DRIVE PLANTING WITHIN PARKING LOT AREAS TO CONSIST OF 10 THORNLESS HONEY LOCUST, 5 SUGAR MAPLES, AND EVERGREEN PRIVATE BORDERS AS SHOWN, ALL UNPAVED EXPOSED AREAS TO BE SEEDED. EROSION C014TROL: ALL CUT AND FILL SLOPES TO BE HYDRO -SEEDED IMMEDIATELY UPON COMPLETION OF GRADING IN EACH, RESPECTIVE AREA, RUNOFF TO BE SWALED 'TO PERMANENT DRAINAGE CHANNELS, TEMPORARY HAY SILTATION BASINS TO BE INSTALLED AT INLET TO EXIST 24" PIPE UNDER DOMINION DRIVE AND NEAR. OUTLET LOCATION OF 72" CULVERT UNDER MAIN ENTRANCE, PERMANENT EROSION CONTROL STONE TO BE INSTALLED AT DISCHARGE END OF ALL DRAINAGE FLUMES AND CULVERTS END SECTIONS FORMED WITH A RIP -RAP STONE SHALL CONSTRUCTED TO TRANSISTION FROM CHANNEL TO PIPE FOR A DISTANCE OF 204t. ON EACH END OF 72" CULVERT, UTILITIES: UTILITY EASEMENTS 15ft. WIDE WILL BE DEDICATED FOR ALL COUNTY MAINTAINED WATER AND SEWER LINES. SEWER & WATER PLANS AND PROFILES WILL BE SUBMITTED TO AND APPROVED BY THE COUNTY ENGINEER PRIOR TO INSTALLATION. WATER AND SEWER LINES WILL BE DEEDED & DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY ALONG WITH THE 15 ft. EASEMENT I . EVERGREEN PRIVET HEDGE BORDER _gym SUGAR MAPLE THORNLESS HONEY LOCUST WHITE PINE AREA CF 'SITE 542,197 s . f . TOTAL S.F. OF SLOG.., INCL. 2nd FLOOR 145,716 s.f. PARKING REQUIRED, 5.5/1000 s.f. GFA 801 SPACES PARKING PROVIDED 802 SPACES 0 zf r 4'� • Exist. Box Culvart 3'x2. �— Raplac2 w/5htt. 7?tDie- R.C-r^^-on 2� -- — To Cnorloliewille gRIG1 AL TOPOCRAPNIC SURVEY +LADE 8YOHNSO '• Engineers andSurveyors .. Sept.8, 1972 743 WORLU /- „Four S asons / El NOBLE Le MAY �/�� / 3 / / �.� �, 9 To Cn'vina U.S. Rte.29 Architects Plannersi��% /� // / LOCATION MAP / 4'�p 5oree�`\� N��le ? a �y,� • ����� rGi // / / / / / / / `. 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'-- � i' `�`\ I i �.�•'. rj�� ___ — — ---. -..-`-- '-' \ ( / � ,�/ // :x�`� 57va° /r' ,l ,'� "=.� , .I t ��p 4 �J$ 0..r LLJ 4 (IV IV 22-.•-{ �- ,� � ;.vim ,-- -- \\ � J �•.' .,-,.- / �- �;/ Ld s:e ••.`.\ ?r'vu� / Qzo 'Sa 4j yln --�f•., I ,,.'. /,' /\ \ • /�{ 'SP % / r.' J',`.\\ m °° unction / 't Sanitar _7 Top 46`�, r I — D.1. f Top > a5i.0 Junati ti Box C \ _ p �� -- _--- ---�- ::. - 22 i 22`— ( sds�i�' �' ti` x� Y.• €k � \.2� __-- _"'".. / / / ' - •.•�-i — _ Inv. A43 49 � --•�-- �., f f ,/ 36.(99- _ - - '�V - ,•_,_ % -�/ -_'ice - - 2 48 � I U".�j..�" "' "j — — 12'� cr anon L na w/C�xG` /� sfL De ec r v cr"r- �! lnu-4 ,6, 200'_ s311 ( 150' .w cil 12 Decelleration Lane `d .Extend I5" C,M.P. as Req'd. 8"'N.L• T�i.ai: Instal{ E`P!-i l2_" 5Qs6 Stone Mxf"ad Culvert' Ezfend Cuhrari as Req'd. i65ia/.s'r- S 4 or S5 Bit. Cone aS Bed f• I:`+`S" _ - ! 12' 17ece{leration Lurie `' i �.._ - _-- - _-- ___ — _— -- N -- , • r um To Washington - .••--- �� � 2�70 S ROUTE _ � OERF.311D ; ..-«--r ... _ . ...gym«• ....-__-..._--•..--. ......-.—....- _ I� - _ a^t l7 35" ���i)•.3,y�m.3 1 ,�� .j,t�,t•tt? F a� F x <R fir; 01 i Y { ' - .... ... ".. A a¢ NOTES 1. THIS PROJECT DOES NOT LIE WITHIN THE WATERSHED OF AN ALBEMARLE COUNTY PUBLIC WATER SUPPLY RESERVOIR. 2. TOPOGRAPHY FROM A SURVEY BY ROUDABUSH, U.S.G.S. DATUM. 3. THIS SITE DOES NOT LIE WITHIN A 100 YEAR FLOOD PLAIN BASED UPON FEMA FLOOD MAPS. 4. EACH PROPOSED OR EXISTING OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. 5. STORM WATER MANAGEMENT WILL BE PROVIDED FOR THE NEW CONSTRUCTION. 6. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 7. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALSAT THE S OF WORK. TART 8. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS,00,I0V INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.' 9. THE CONTRACTOR SHALL NOTIFY MISS UTILITY AT LEAST 48 HOURS PRIOR TO THE START OF WORK (1-800-552-7001). 10. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT - GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 11. ALL SEWER PIPES SHALL HAVE A MINIMUM OF THREE FEET OF COVER MEASURED FROM THE TOP CENTER OF THE PIPE. 12. ALL WATER LINES SHALL HAVE A MINIMUM OF THREE FEET OF COVER MEASURED FROM THE TOP CENTER OF THE PIPE. 13. TAX MAP PARCEL 61 M (12) 1 C IS SUBJECT TO VA-95-11. 14. SITE BENCHMARKS: SITE BM SET RIGHT FRONT BONNET BOLT ON FIRE HYDRANT ELEV. = 437.44 BM VDOT PROD. 6029-002-119, RW-201 SHEET 10A CHISELED SQUARE ON CONC, CURB 76' Rt. Stot. 69+95 SUR. C.L. ELEV. 438.38 (ENTRANCE TO F&M BANK) 15. REFUSE IN THE DRAINAGE CHANNEL BEHIND THE SHOPPING CENTER SHALL BE REMOVED. GENERAL NOTES THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES THAT OCCUR BY HIS/HER FAILURE TO LOCATE OR PRESERVE THESE UTILITIES. IF, DURING CONSTRUCTION, THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS HE/SHE SHOULD NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SITE CONDITIONS OR ANY DISCREPANCIES OR AMBIGUITIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, WORK DONE BY THE CONTRACTOR WITHOUT DIRECTION AFTER THE DISCOVERY OF SUCH INCONSISTENCIES SHALL BE DONE AT THE CONTRACTOR'S RISK. ALL CONSTRUCTION SHALL CONFORM TO THE ALBEMARLE COUNTY AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. CONSTRUCTION OF SANITARY SEWER AND WATER SERVICES SHALL CONFORM TO THE VIRGINIA DEPARTMENT OF HEALTH AND VIRGINIA WATERWORKS STANDARDS AND SPECIFICATIONS AND THE ALBEMARLE COUNTY SERVICE AUTHORITY'S STANDARDS AND SPECIFICATIONS. ALL CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS. CONSTRUCTION LIMITS SHALL BE PROPERTY LINES OR AS INDICATED ON THE PLAN. ALL FINAL GRADING, SEEDING, SODDING AND/OR PAVING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE PONDING OF WATER ON THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) 48 HOURS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF ELECTRICAL, TELEPHONE GAS AND CAN SERVICES. DISPOSE OF TREES, STUMPS AND OTHER DEBRIS OFF SITE. ALL MATERIALS USED FOR FILL SHALL BE FREE OF UNSUITABLE MATERIALS SUCH AS WOOD, ROOTS, FROZEN MATERIAL, ROCKS OR BOULDERS OF UNACCEPTABLE SIZE OR ANY OTHER NONCOMPACTING SOIL MATERIALS. A PERMIT MUST BE SECURED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION BEFORE ANY WORK IS PERFORMED IN A STATE RIGHT-OF-WAY. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR OTHER EQUIPMENT OF MUD PRIOR TO TRAVELING ON A PUBLIC RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS AND TO ALLAY DUST AND TAKE ALL MEASURES NECESSARY TO ENSURE THAT THE ROAD IS MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES DURING CONSTRUCTION. DIMENSIONS ARE FROM THE FACE OF CURB UNLESS OTHERWISE NOTED. PAINT HANDICAPPED SYMBOL ON PARKING SPACES WHERE SHOWN ON DRAWINGS. TRAFFIC MARKINGS ON ASPHALT PAVEMENT SHALL BE YELLOW FOR AREAS SEPARATING TWO WAY TRAFFIC. TRAFFIC MARKINGS FOR HANDICAP PARKING SPACES AND ACCESS AISLES SHALL BE BLUE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE. PAINTED LINES SHALL BE 4 INCHES WIDE. TRAFFIC MARKINGS SHALL BE IN CONFORMANCE WITH THE LATEST VIRGINIA DEPARTMENT OF TRANSPORTATION AND THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES STANDARDS AND SPECIFICATIONS. TRAFFIC CONTROL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST VIRGINIA DEPARTMENT OF TRANSPORTATION AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES STANDARDS AND SPECIFICATIONS. LEGEND EXISTING PROPOSED DESCRIPTION ------------------- CONTOURS ---- 350---- -_ 350 337.0 SPOT ELEVATIONS X WATERLINE EX. WATERLINE G GAS LINE EX 8"__ SANITARY SEWER LINE SAN. SEW. AND MANHOLE EX 1 5 "A� j STORM SEWER LINE AND CATCH BASIN RCP BUILDING WALL SLOPES Z 25% SITE DATA MAGISTERIAL DISTRICT: CHARLOTTESVILLE CURRENT USE: VACANT / SHOPPING CENTER PROPOSED USE: RETAIL_ / RESTAURANT CURRENT ZONING: PD-SC, EC OVERLAY DISTRICT OWNER/DEVELOPER: SHOPPER'S WORLD, L.C. AND SW 29, L.C. LAND USE SUMMARY: TOTAL BUILDING AREA: 159,950 SF EXISTING: 148,365 SF PROPOSED: 10,800 SF - RETAIL NET CHANGE IN MCDONALDS: -215 SF TRAVEL WAY & PARKING: 24,824 SF (OUTPARCEL) (88%) IMPERVIOUS AREA: 35,624 SF OPEN AREA: 4,550 SF (12%) TOTAL SITE AREA: 13.58 ACRES PARCEL 1 D: 0.92 ACRES PARCEL 1 C: 12.66 ACRES PARKING SUMMARY: MODIFIED AREA: EXISTING CENTER SPACES: 231 REVISED NUMBER OF SPACES: 235 NET CHANGE: +4 SPACES EX. MCDONALDS BLDG AREA; 3,465 SF PROP. MCDONALDS BLDG AREA: 3,250 SF OUTPARCEL (1D) PARKING REQ'D: (5.5 SPACES/1000 SF) (10,800 SF BLDG / 1000)X 5.5 59 SPACES PARKING PROVIDED: 60 SPACES TOTAL SHOIPPR G CENTER (EXCLUDES OUTPARCEL) PARKING REQUIRED: 712 SPACES EXISTING PARKING PROVIDED: 719 SPACES PROPOSED PARKING: 723 SPACES LANDSCAPING I'EQUIREMENTS: LANDSCAPING ' F.Q'D: 24,824 X O.vti = 1,241 SF LANSCAPING PROV'D: SEE LANDSCAPE PLAN ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 100 GRAPHIC SCALE 0 50 N d.. Z Lu 09 1 Z Och z Z 01 z W 0 R=49. L=78.04� 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES FEBRUARY 1997 ( IN FEET) .° N:ti''•� . t'; ,: i • , 1 INCH ■100 FT. RRY Ell SITE VICINITY MAP NO SCALE evv •mn r • r •i ••Y O :i • r .. : � e U.S. ROUTE 29 3 ' BLDG SETBACK\ �1 ARKING SETBACK LOCATION MAP 1 " = 100, 1.5" VDOT STD SM-2A 3" VDOT STD BM-3 8" VDOT STD 21-B COMPACTED SUBGRADE 2" VDOT STD SM-2A 8" VDOT STD 21-B {U)MPACTED) COMPACTED SUBGRADI;": -IiIli i IIi I- 1 - 1 I- 1I II I I -I I II I I -I I I -I I Ii I PAVEMENT SECTION FOR AREAS 1 AND 3* NO SCALE *(ACTUAL PAVEMENT SECTIONS TO BE BASED UPON CBR RESULTS.) 8" SELECT MATL VDOT TYPE I NO. 21 B AGGREGATE BASE -J VARIES -SEE PLAN CLASS A3 CONC. #4 0 12" EW WELL COMPACTED SUBGRADE TYPICAL SECTION CONCRETE PAVEMENT (NO SCALE) PAVEMENT SECTION FOR PARKING LOT AREA 2* NO SCALE i i i ♦ Jv R �. .., 5.00' L = 26.67' 4 t. ., I SHEET INDEX 1. NOTES, LOCATION MAP, DRAINAGE MAP 2. EXISTING TOPOGRAPHY 3. DEMOLITION PLAN 4, LAYOUT PLAN 5. UTILITY PLAN 6. UTILITY PROFILES 7. GRADING, EROSION CONTROL PLAN 8. BMP PLAN L1 LIGHTING PLAN SD-1 DETAILS MCDONALDS SD-2 DETAILS MCDONALDS SD-3 DETAILS MCDONALDS SD-4 DETAILS MCDONALDS Albemarle Counlyr Englnserin Public Wads Dab, - I~iie: -Z-19 f3y:�y--�-«- , ''PL i H Op W. THOMAS MUNCASTER, JR. n CERT. NO. 16242 ct \iI;p1'0 P ESS iQNP� U CD O � z c 0 L1.1 0 M a- M 0 M c DESIGN DATE -� DRAWN DATE DW 12 21 99 CHKD DAT TM 12 21 99 EILE EDIT 9802 - SCALE HORI: 1 " = 25' PROJECT OF 8 SHEET N0. o� 00 00 0 00 �, rn a�\h C-.4 w i.1�7i _J PIZ }i-1'-1 F- J T UCD o W F- CCl z 0 w 0 z 0 0 \ w 00 N � I co J z 0 in cc� � w cn � FTT . O z t t i t � t DESIGN DATE DRAWN DATE DW 12 21 99 CHKD DATE TM 12 21 99 FILE EDIT 9802 - SCALE HORI: 1 25' PROJECT OF 8 SHEET NO. / II EX. GRATE INLET / TOP = 437.8 / EX, STORM MH J 95% / NV 432,1 TOP = 438.2 J P 114.95% = / INV = 428.9 RC ' E / / EX. UNDERGR UO ND p0 Ef EX. GV ' ; �o 1 1 II 11 �------G--HI---� ! � -/v �I II i I 11 I II ! II I it , 11 X.1"WHITE _ I IN I i MOVE HATCHED AREAS INDICATE EXISTING PAVEMENT SECTION TO BE REMOVED --I "X" DENOTES CURII TO BE REMOVED: REMOVE EXISTING CURB TO NEAREST JOINT ! I X.2 "WH: ! INE E�OVE ! E 1I" WHIT[ ! I PI E ! � M VE GRASS EX. 0" WHITE PINE M�VEI C ! O I Q ! \I-- EXI41=3B 1 = 10' I �CIL ! TOP = 4346CD 434.2 10' i INV = 429-Eb' ! ! ! 424.4 I EX.45' 8" RCP @ 11 33% CA PORTIONS OF EXISTING SANITARY SEWER LINE - -r - -CA TO BE RELOCATED ARE SHOWN ON SHEETS 4 AND 5. E 2 "WHITE Fri P U) 6 i OVE CD _ I EX. DROP INLET, REMOVE. n + I EX. 15" CMP, REMOVE AND - I PLUG. ! UD EX. 10' SAN. ESM'T ! o n I I I I O EX.SAN. M.N. z °_� TOP = 435.00 EX.DROP INLET EX.GA� INV IN = 428.2 TOP = 440.87 VALV lEX.IFH ° �,_ INV OUT = 428.00 INV.= 437.8 M _W, - I� EX. - - - - - - - - - - - - - - - - - - - - - - - - - - EX.163 EX. 146 8„ V.C. ©1.3% -� EX.295' 8"V.C. 29��'�'�'�9 _----------------- �--_ TOP-=�41.1 INV.IN = 430.3 / EX. GR TE INLET OQ�.,` -� INV.OUT= 430.1 KNOWN TO _ 32.79 -- -�-- INV 31.4-----__-- - -� --_- JUNCTION INVERTS UNKNOWN EX.72"_RCP ® 1.65% S40'12'00"W 154.64' \� ----W- �-W----W� EX.~NV _ EX,GRATE INLET I TOP=436.9 INV.- 428.1 EX.STREET �, SIGN EX`ONE WAY SIGN- / EX. TEL. M.H. -_l - -- \\\` � EX.5' SIDEWALK --`'-� - EX.DI-38 L = 10' EX. STORM MHI TOP = 438.95 TOP = 438.70 II INV = 434.8 INV IN = 432.30 Ix INV OUT = 429.2OIL I I� GRAPHIC SCALE 20 O 10 20 40 e0 / ( IN FEET ) 1 INCH ■ 20 FT. NOTES: 1. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS PRIOR TO ANY DEMOLITION. 2. EROSION AND SEDIMENT MEASURES SHALL BE INSTALLED PRIOR TO ANY DEMOLITION. 3. COORDINATE DEMOLITION IT 0 N WITH LIMITS F NEW WORK. 4. EDGES OF PAVEMENT TO REMAIN TO BE SAWCUT IMMEDIATELY PRIOR TO RESURFACING. EX. FH EX. WV _ \ 11 \ \ EX. RIP -RAP, REMOVE. EX.RIP RAP -I_ - CHANNEL S46'26'42' W 00.72 ` - I - � - - - EX.SSSIDEWALK 0 EX. WV NOTE: MAINTAIN ELECTRICAL SERVICE LINES WHEN DISCONNECTING EX. LIGHT POLES {I �I � I III it 11 I II \ 1 `EX.SIGN II 16 � I IIN II II EX. INLET TO REMAIN - SEE UTILITY PLAN. EX. DROP INLET \ TOP - 447.60 C. - EX. DROP INLET �� T of TOP = 450.33 �c W. THOMAS MUNCASTER, JR. C) CERT, NO. 16242 pAOFESS 10- I 00 I a 0 m N W J J o J v Q m m Mi w Q 0 m z 0 Y o z 00 CD N \ W 000m Q W af o (f) J <c z 0 o w s � ::D w 0 o m m � w I U) w w � m i � .o z 0 j� UM 0 w 19.E DESIGN DATE DRAWN DATE DW 12 21 99 CHKD DATE TM FILE EDIT 9802 - SCALE HORI: 1" = 20' PROJECT OF 1 SHEET N0. I X. "WHITE IN� i i I I c-> i N-- I 00 X.J"WH�E o INEII `'J o I i E 1WHITE PIE � I I i i EX. 0" WHITE PINE I I Qq I _- IW �1 0ui i E 2 "WHITE O P I � , i I I o¢ cn 00 L —w— 19 PACES 7 /Ar 5' R S40°12'00"W 154.64' 5'R = s 6SPACES ©9 54' STRIPED \ If�l AAlllf� GRAPHIC SCALE EXISTING PARKING AREAS TO REMAIN ( IN FEET ) 1 INCH ■ 20 10 RAMP/ CURB TAPER TAPER CURB TAPER CURB 00000 pppp0 � OOOOO 0 00 000Q O WALK FLUSH WITH 0 0o p ASPHALT RAMP/ CURB TAPER SET IRON PIN IN ASPHALT OR EQUAL FOR FIXED CONSTRUCTION REFERENCE POINT EXISTING PARKING AREAS TO REMAIN D TURN BAR TI IRN ON1 Y (( II II II I II "STOP" SIGN W. THOMAS MUNCASTER, JR. C) CERT, NO, 16242 w O pR�FESSIONP Dco I 00 I CD 0 0 N w J_ U) Li o J g V cn cn m � CD 0 r, w Q m' z 0 v� w af O z 0 0 0 O o 0 0 N � CD co --- W. C-,� cc wW wl" w z z z J O =D (D w i o c) v v V) of-- cl-- cr- m Ww1-i W .o , i < f , DESIGN — DATE DRAWN DATE DW 12 21 99 CHKD DATE TM 2 21 99 FILE EDIT 9802 - SCALE HORI; 1" = 20' PRCJECT OF 8 SHEET N0. rn 00 c No 00 fl- cr) (Z) 00 �D— CY) 0 I Of C21 < C) CO CD m O .2f 101 cz:D c:D —, — c--4 c=, CD --_ CD --- CD c--,j !�J— LLJ LLJ W ct� :—�!- Li LLJ 10 =D 0 iD 0 cf) (-)— CD C-3 c-� < oc of cr W LJ L-1 LJ =D w cl- U-) � C-) DESIGN DATE DRAWN DATE DW 12/21/99 CHKD DATE TM FILE EDIT 9802 SCALE HORI: 1 = 20' PROJECT 5OF 8 SHEET NO, 460 460 460 460 460 cD Lq C�4 Lo C:) <:) CD v 0) CD Cl a 00 Lo 00 r" CD C) Ln 00 00 "4: p 6 Q iuD 00 Lo 00 to -it W!�! 00 PROPOSED -%I %rwi- >OOOT n m n ci C5 06 C6 CD 4 -"t �o ro c) -25 tn C)"It rn Co "-d- -41 + < a, + I CD 5 -4. -.4- -�4- -,4- T + T C�p M cl- m CD a- < C) CL + C-4 a- boo 00 cn CL Q ;E CD 00 tn :z 0 M,< a- 'C; Ek. - - - CD C*� LAJ C-4 Z 2 Lo 450 450 450 450 t 10 114-15 0 @43 PROPOSED GRADE, G cn X PROPOS17D GRADE ?lRopoSFiD CD Cq CO 04 m CD "14- .;1- 11 u.j C) 0 > x a x 33 72 6 HDPE 176' 00.5% @ 3.1 % 44 440 440 440� 44 EX. GRADE co c) 00 GRADE CD C:) + C5 co M + if CD CD Im I LLJ M �-- f= � r CONCRETE ANCHORS AT EVERY OTHER PIPE J)INT 430 430 430 430 43 Q 6' SCALE: V: 1" 5' H: 1 20' aATW ELEV DATUM ELEV DAn#W ELEV 4W.00 4W.00 4W.00 u�O zo- co cq C" co co Nei Lo to 0+00 L 0+50 1+00 1+50 2+00 0+00 0+50 0+00 0+50 0+00 0+00 A C D C E Lu Cr >- CD C) CD 00 u') CN 6, w r— .6 c6 Lo CD CD CD Iq T) CD u- ZD (6 + iCFL-, lo'-0 --44- 460 to 17 0 0 = Q Nt Lo C) co -4- + "o + c:) 1=1 11 r-4- 05 11 11 11 < a. PROPOSED GRADE Ld II C:) :z 4- EX. GRADE Qo + < CD CD c' CD Lo Lo n 450 rldf c:l + 'SO?, M PROPOSED GRADE\ EX. GRADE 450 77:777777 LLj Lo 0 8"SDR 35 PVC-- Ld E: 44Q-�, 0 tD to cp 4 1 8"SDR 35 PVC 1--, 0 ---- ------- + 192.33' 44� 43 I uj :z = = MAINTkIN 3 FEET OF COVEY MINIMUM OVER. PIP -71 LAJ Ld -j U cn 430 MAINTAIN 3 FE'E-7 OF COVER MINIMJM OVER PIPE SCALE: V. 1 5' H: 1 20' SCALE: V: 1" 5' H: 1 20' q CL OR u� 1p CR rn Lq cq to to r) 00 co cr) u") OD 0) 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 0+00 0+50 1+00 1+50 H op W. THOMAS MUNCASTER, JR, 0 CERT. NO. 16242 °ROFES S \()\A --i a tci II a. II II II it 1 II II II Ii i it DE 91 ter - CV M W�Wl a. o II ca tD cn r L�j ry II k. II II II II C) Ui U-) m m CD Li (D CD C) CD cz) C) CD CD CD CD m L-3 Ui Li Ld LLJ Li Of, < < < Lij cn (D CD C) =) Li cn ch� CJ� QJ� L'i LLJ LL a_ ci- CL 0� C) DESIGN DATE DRAW DW 12/20/99 CHKD DATE TM - FILE 9802 EDIT SCALE HORI: 1" = 20' PROJECT 6 OF 8 SHEET NO. o DATE Ii i it DE 91 ter - CV M W�Wl a. o II ca tD cn r L�j ry II k. II II II II C) Ui U-) m m CD Li (D CD C) CD cz) C) CD CD CD CD m L-3 Ui Li Ld LLJ Li Of, < < < Lij cn (D CD C) =) Li cn ch� CJ� QJ� L'i LLJ LL a_ ci- CL 0� C) DESIGN DATE DRAW DW 12/20/99 CHKD DATE TM - FILE 9802 EDIT SCALE HORI: 1" = 20' PROJECT 6 OF 8 SHEET NO. o DATE 91 ter - CV M W�Wl a. o II ca tD cn r L�j ry II k. II II II II C) Ui U-) m m CD Li (D CD C) CD cz) C) CD CD CD CD m L-3 Ui Li Ld LLJ Li Of, < < < Lij cn (D CD C) =) Li cn ch� CJ� QJ� L'i LLJ LL a_ ci- CL 0� C) DESIGN DATE DRAW DW 12/20/99 CHKD DATE TM - FILE 9802 EDIT SCALE HORI: 1" = 20' PROJECT 6 OF 8 SHEET NO. o DATE W�Wl a. o II ca tD cn r L�j ry II k. II II II II C) Ui U-) m m CD Li (D CD C) CD cz) C) CD CD CD CD m L-3 Ui Li Ld LLJ Li Of, < < < Lij cn (D CD C) =) Li cn ch� CJ� QJ� L'i LLJ LL a_ ci- CL 0� C) DESIGN DATE DRAW DW 12/20/99 CHKD DATE TM - FILE 9802 EDIT SCALE HORI: 1" = 20' PROJECT 6 OF 8 SHEET NO. o DATE cn r L�j ry II k. II II II II C) Ui U-) m m CD Li (D CD C) CD cz) C) CD CD CD CD m L-3 Ui Li Ld LLJ Li Of, < < < Lij cn (D CD C) =) Li cn ch� CJ� QJ� L'i LLJ LL a_ ci- CL 0� C) DESIGN DATE DRAW DW 12/20/99 CHKD DATE TM - FILE 9802 EDIT SCALE HORI: 1" = 20' PROJECT 6 OF 8 SHEET NO. o DATE II II II II C) Ui U-) m m CD Li (D CD C) CD cz) C) CD CD CD CD m L-3 Ui Li Ld LLJ Li Of, < < < Lij cn (D CD C) =) Li cn ch� CJ� QJ� L'i LLJ LL a_ ci- CL 0� C) DESIGN DATE DRAW DW 12/20/99 CHKD DATE TM - FILE 9802 EDIT SCALE HORI: 1" = 20' PROJECT 6 OF 8 SHEET NO. o DATE Ui U-) m m CD Li (D CD C) CD cz) C) CD CD CD CD m L-3 Ui Li Ld LLJ Li Of, < < < Lij cn (D CD C) =) Li cn ch� CJ� QJ� L'i LLJ LL a_ ci- CL 0� C) DESIGN DATE DRAW DW 12/20/99 CHKD DATE TM - FILE 9802 EDIT SCALE HORI: 1" = 20' PROJECT 6 OF 8 SHEET NO. o DATE U-) m m CD Li (D CD C) CD cz) C) CD CD CD CD m L-3 Ui Li Ld LLJ Li Of, < < < Lij cn (D CD C) =) Li cn ch� CJ� QJ� L'i LLJ LL a_ ci- CL 0� C) DESIGN DATE DRAW DW 12/20/99 CHKD DATE TM - FILE 9802 EDIT SCALE HORI: 1" = 20' PROJECT 6 OF 8 SHEET NO. o DATE DATE co I cb I 0 00 0 w J J_ C/) O T C.> O cn CS] d w f Q m z O w O z 0 a C�V 0 o 0 c= N o D LJ 0 0 0 o m L J z z z :D _- D -D 0 0 0 , cr� m w Li w � Li w a. 0- (n ELI O d- r ) cv z t f f • r r f r DESIGN DATE DRAWN DATE DW 3 29 99 CHKD DATE TM - FILE EDIT 9802 - SCALE HORI: 1" = 20' PROJECT 14 l OF 8 SHEET NO. E. 1 WHIT _u 4 82 TC 4 �5TC 5482 51 21 0 Jill - fC X54 21X 56 PIE x 56 C I ) \ \ 96 5 21 N\ 55II It I l�IG I x 4-6 TC 54 56 17 91 TC G R_A� 55 TC 32 53 TIC TC EX. O"�j � �� WHITE FF 4-9,00 O"r _�>,_ I I , o PINE 1-1 \ \ . 4 1'1�, 4' PVC 0- > x 54L4 55 DRNS (SEE ARCHITECTURAL T CONNECT TO ROOF 32 PLANS,FOR LOCATIONS OF 55� C cr DOWNSPbUZS) 17 �N FF 55.50 -313 H \ ) ( \0)1 4 -zX D. 55Z N 90 0 TOP = 3 4 �6' C) 0 1��4795 t as \ IEX. DI-313 L 10' INV = 42990TC 5 5'�­' TC )< 81 - 434.2 >( TOP TC 54 TC 08 TIC 32 x (r5 3 7 > x 47 LO 4 T I I "S ­, INV 424.4 4 N, TC 54 EX.45' �8" RCP 1@-� I- /Z % x TC�, 60 u .5� 55L2 55L' 54" 53 54�-2 48 95 55 TC 54- TC \\49 51 52Z-' I u! 1-1 - Tr' "WHITE X148TC TC 4 82 E 2� C 4 > 01- p TC` \A 14RVI 8' 11 30 30 0�0 N 54L TC it 48 TC U4�� \48 TC C) 20 54ZO- 4 4 9 54 T c TC\l TC TC CURB NINO J20 7 66 SAN M C) ��O@) SAN. ESM'T 00 0 40' U TO = 44&67 54- EX.SIGN 4� TO 435.00 1 T 2-1 INV.IN = 4, 1­8.8 % - - INV IN = 428.2 O)p = CURB OMNING _z/z INV.OUT 448.6 EX.GAk - 7 INV OUT 4 11 1 28.00 '\NV. 8 7 5 VALV� lEX, FH 47�-5 36 EX. Wm:Z 7 54 -[T16T7�- Tr -W_ _W_ CURB OPENINGS 47 EX. 146 8" V.C. 1.3% 4 :z MH == - \ ��< 20 54 EX. 295' 8" V.C. �29% S 5' ��QhwA w 8 > ij 6'�l-- 7 x TC V.0 0.1 ATER KTER EX G R�E N L E_f\ 1BY-14TE"IALl I Y SWALL I "I I UL-51mm- IC 18" JUNCTION INVERT UNKNOWN T 32 440 450 Yol= 31.4 I x rill- x NV S40*12'OOV 154.64' ____l 450 45 FA A L .1 - Ai"" N RT 7UK4M�L X 7 7 EX.72" RCP 1.65t\ W Y INLET -46 EX. DRO W 44 - - - - - - - _wA_TE­R_"U&l SWALILFIX.GRATE NI TOPS 450.33 - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - 1-v P=436.9 INV.=428.1 r' % \ �\\ T - - - - - -- - - - - - -- -- - - - - - - - - - - - - /��� SIGN -E)(.10 ME MY S I N EX. TEL. M.H. r EX5 SIDEWALK o EX.5SIDEWALK 0 EX. WV P= -7 Lu LIj EX,DI-3B L 10 EX. STORM MH V) TOP = 438.95 TOP - 438.70 INV = 434.8 INV IN 0 INV OUT 4�9.2 h //� II //// // / / APPROX. LOCATION OF 6" WATERLINE TAKEN FROM RT. 29 CONSTRUCTION PLANS/ (FROM VALVE TO VALVE; VALVES FIELD L/9C`ATED) JT EX.FACE OF MEDIAN CURB SEE DRAWING 4 FOR CU OTHER INLET OPTIONS STONE DISSIPATO \- SEE NOTE 2 PROPERTY CONNECTION LINE TO DI. PLAN [11102 0039020 SEE LANDSCAPE PLAN FOR VEGETATIVE IV_X'vAvA"q l'-O" (MIN) 0 0 o/ c PROVIDE CLEAN -OUT AT 50' INTERVALS AND AT END OF PERFORATED PIPES 3:1 SLOPE (MAX) 50% SAND/30% TOP SOIL/20% LEAF MULCH 11 (SAND: 0.02"_O.04j� (MIN ASTM C33 FINE) 4"-6" PERFORATED 6" NON -PERFORATED PVC PIPE AT 1% PVC PIPE @ 1 % SLOPE (MIN) TO SLOPE (MIN) DI OR STORM DRAIN -/ DROP INLET UNDERDRAIN GRAVEL SEE NOTE 2 (AASHTO M43, 1/2"-1") WRAPPED IN FILTER FABRIC CROSS SECTION NOTES: 1. THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM THE EDGE OF THE PAVEMENT TO THE BOTTOM OF WATER QUALITY SWALE MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BASIS. n1l nnkinw,- ncn Z. PROVIDE II - In JU THE %,FNF-01 OF AN WATER QUALITY SWALE OVERFLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE DI IN PAVED AREA, DI IN SWALE (INDICATED), OR STONE WEIR DISCHARGING TO STABLE CHANNEL OR STORM DRAIN. DATE: 2/5/997DRAWING 2 PAVEMENT SEE NOTES BIOFILTER OR WATER QUALITY SWALE PLAN NOTES: 1. CURB OPENINGS SIZED AND SPACED TO PASS THE PEAK FLOW FROM A TWO YEAR FREQUENCY STORM. MAXIMUM CURB OPENING WIDTH OF l'-O", MAXIMUM CURB OPENING SPACING 20'-0". 2. TEMPORALLY BLOCK DURING CONSTRUCTION FOR EROSION AND SEDIMENT CONTROL. UNBLOCK OPENINGS AFTER FINAL STABILIZATION. OPENINGS THROUGH CURB PAVEMENT SHEET FLOW BUMPER BLOCKS c====== C===== C===:== BIOFILTER OR WATER QUALITY SWALE PLAN NOTES: 1. PROVIDE SHEET FLOW, EVENLY DISTRIBUTED ACROSS PAVEMENT. AVOID CONCENTRATING FLOWS. 2. PROVIDE SILT FENCE OR TEMPORARY DIVERSION AT EDGE OF PAVEMENT DURING CONSTRUCTION. REMOVE AFTER FINAL STABILIZATION. SHEET FLOW NO CURB INLET OPTIONS FOR BIOFILTERS AND WATER QUALITY SWALES DATE: 2/5/99 DRAWING 4 440 430 IN 450 440 45.1 NEW GRADE 46 4.6 w 1- 0 ? 4_4 450 440 52.0 NEW 51.0 4----------- I -� (j D �5 (AJ a 460 450 AA() ,54.4 NEW 151.0 GRADE--_ 48.5 CD Albemarle-cQunty gnftpng SEC11ON D tw SCALE: H: 1 20' Ile, Ax A z 10 V: in 10, o > j f _43 -4 A- z m CD O CIl -T- R op- _00 7,N 3 Lo W. THOMAS MUNCASTER, JR. CERT. NO. 16242 L Lwo 0.1 (A CD --------- FES S ko (A ID CD W LIJ cn o CL_ o < 0 CD r�l cn m Mi CD CD 0 c=l --- c=) L c ---_j o m LLJ __j :D U C-D C-) is V) w LLJ L'i Lj a_ 0- CL u� m CD z _j 0 w a: 0 w co z 0 CL LLj C() z w co DESIGN DATE DRAWN DATE DW 12/20/99 CHKD DATE TM FILE EDIT 9802 - SCALE HORI: 1" = 20' PRIOJECT 8 OF 1 SHEET NO. •,t; .arF;4 .R . d . ���. �LtuitNlt2i ta(rta9iP ^ `rl" "�cwstngwikh medium base (71, $ell-atlgntng and cenfitWl " * wr•,a.�r-r+'tiMk9;fOtC$f8111..A1Pttjt`1tC1- r:vi�zd +:vvj+j++:c� ++fix.' +'-. �,p,tc�v4+aYi>xi�Ri� ,�.. 8 6. •- • 't. F. SS 3:c•. �y � f,;.ti x, �-.>•.} Y„da P�9 +�4 a titeet jurrcxio!tf ii:, _x Prowir" encasad and gritted ballast tray madtiie: aec�ss txtvers ant themi�t ,,. .N•Y 1. .'a �4q ..',-;"e�,'e�,. • Iro:. ' ,_.t;:jrry .. T8t$SGtt� C�4811t16(. a " Sgtin atumfnUM t�W6 Nanpers a ljustvan4c 1 : F Dfechataturninumd z4ntaity. fb 0.0 0.0 0.0 1 0.1 0.1 /.r-,.i 0.5 0.5 0.3 0.2 0.1 0.1 O.O 0.0 0.0 0.0 0.0 0.0 0.1 03 0.3 .0.2 0.1 0.1 Mooning L TGHT BASE D(- TATI r• •�u'-�vd�rar �•'��=':t:jE.:.'-' "•`4= 00 01 01 0 2 0 3 1 6 1 5 0 9 0 4 0 3 0 2 01 0 1 0 1 0 0 0 1 01 0 1 04 0 9 0 5 0 3 0 2 0 2 I YWall mounted luminaires provide 1 M Itr-,ht i,-- u i g CCxxlpletely concisaled light Source, Anodiz®q aluminum reflector. Stippled trsmpereri giass5 wiftl auto baffle trim 09%vnligNing only C Cotnr' Fitark f Lamo Lumen A B C ,all ...... ` itA-'3 1750 9 9 � 6"/, Walt_ 1 35W E-17 HPS 2250 9..__9.. 6 /a .. 50 t=-17tips 4660 i2'h 1 Sr§ sefi 7gtN E0 17 MH 5500 12 12s/a 85/a �v b )'Railroad Station Lite on RRBOWB h e own in (MOT TO SCALE) l: ",.?s . •, special bright yellow features our authentic 21 , reflector grafted of 6061-T6 structural grade25 0.0 0.1 0. 0.8 1. 1.8 2.7 4.6 4.2 2.3 1.6 1.3 0.7 0.3 0,1 0.1 0.1 0.1 0,1 0.3 06 1.5 1.9 1.0 0.8 0.6 0.3 aluminum With Lexan Or acrylic rE�IraCtof and our 2' did. (• 125 wall) candy cane RR unit and ballast high (variable) with 9bOut 34' frcarrying backplate. Unit Sraleom he wa i to 0.0 0.1 0 2 0.6 1.7 .1 11.8 4.1 1 .7 10.4 3.7 1.4 0.5 0.2 0.2 0.1 0.1 .2 .3 0.5 11 2.3 6.3 3.4 2.5 1, 5 0,7 0,3 the lamp and A total Median of 45 °, Available in wattages un tc� 17S mercury vapor or 70, 100 I or 1 S0 watt high Pre55ure sodium, This bracket earl handle our 1910 Acron, RLM 16, G16, at,- � III (� I25 0.0 0.0 r�.1 0.4 1.2 3.2 8. 24.3 20.4 6.5 2.7 1.1 0.6 0.4 0.4 0,4 0,4 .5 07 1.1 18 3.5 9.9 1.5 7.0 3.1 1.3 0.5 0,3 WIT" Im 41J }M61 '� 0,0 0.0 10.1 0.4 .8 1.8 4.0 14.5 12.0 3.3 1.7 1.3 1.2 1.2 1.1 0.9 1.2 1.4 2.0 2.7 34 5.3 3.7 2, °, 14.4 5.0 2.1 0.9 0.5 0.4 0.0 0.0 0.1 0.6 1.0 1.2 2.7 5.4 5.8 2.1 1.2 1.6 3.3 4.5 3.3 1.6 1.1 2.2 5.4 9.2 1 f.1 13.1 22.8 20.3 12. 9.3 4.7 2.8 1.4 1.1 0.9 f 0.0 0.0 0.0 2. 1.6 1.5 2.5 2.3 2.3 1.7 1.1 2.4 7. 7.4 2. 3.8 1 .9 2�".i .2 12.5 6.8 5.0 4.6 5.0 6.9 3.9 3.3 2.5 1.6 0.0 0. 0.0 .2 4.6 3.0 2.2 1.1 7.3 7.5 7.2 5.7 2, 2.1 5.3 14.0 2'. 17.5 11.5 4.1 2.9 4.2 8.3 17.2 13.0 10.3 7.0 3.1 1.4 0.0 00 6.8 18,9 7.3 2.6 1.2 0.5 1.13 1.8 1.9 1.9 2.2 3.5 4.4 7.6 6 9.2 6.4 3.8 2.6 2.7 6.2 21.3 1 .7 6.6 2.7 1.9 (4) 1' X 36' W/4' LEG (22',28') (4) 3/4' X 36' W/3' LEG (18',25': I HOT DIPPED GALVANIZED i ANCHOR BOLTS WASHERS AND 0 4.8 7.3 4.6 0.3 0.8 0.9 1.1 1.6 2.1 3,3 6.3 1:. 2.5 2.2 3.2 7.3 20. 29. 18.2 8.9 4.7 4.5 NUTS ( GALVANIZED COATING TO THESE FIXTURES T ❑ HAVE SIDE COVER FULL. LENGTH OF BOLT ), , FURNISHED BY SECURITY LIGHTING AND REAR GLARE SHIELDS, SYSTEMS iNC,I INSTALLED BY G,C, Received: P;/261 0; 12:32PM; 804 640 3647 => Munoaster Engr,; #3 06/26/00 12:32 e804 640 3647 MCDONALD'S jf 4 0.0 7,0 1j.0 3.0 2.0 U. 0.5 0,6 1.0 I.0 3.5 5.4 10.2 2� 17.3 7.4 4.4 3.6 4.3 6.1 13.0 9.2 8.5 7,8 9,7 10.9 0.0 .0 10 1.5 1.9 0.3 0.5 0.5 0.7 1.4 3,6 10.3 24.9 4 4.8 18.4 5.9 3.0 2.1 3.1 4.7 8.5 14.0 22 2.4 1 0.0 10 6.7 4.2 0.15 0.8 0.8 1.0 1-8 4.0 8.8 15.9 33, 24.0 11.6 7.0 16.6 25.� 14.0 1 0.0 .0 `2.8 19,4 7.6 1.5 1.7 1.8 2.0 2. 2.8 4.0 8.6 li.6 12,8 1 8 2.9 3.8 5.6 11.4 3.0 BASE PLATE f 0.0 10.0 .F, 3 8.4 5.3 6. 5.3 5.6 4.6 3, 2.0 3.0 7.2 1, 8.4 1.9 Z 4 3.9 4.7 7.9 5.6 0.0 10.0 ).2 3.4 2.4 1 9. 9.0 3.9 2.8 2.1 3.9 8.0 1$. 13.2 .2 5.1 i 7.2 9.9 15.7 6.0 0.0 0.0 0,5 2,3 3,1 3 6 1.7 1,0 1.1 2.2 3.8 4.7 5.8 .5 4.7 2.7 3.13 3,8 5.1 /.1 _� �9 21. 9,8 4.6 5.7 9.6 11.5 7.6 8.2 8.2 15.6 23.5 9.0 5.4 9.4 6.4 3.3 1.8 1.6 3.0 10.0 10.4 4.0 2.6 2.1 2.5 5.0 10.2 7.3 7.2 17.3 18.0 12.0 7.3 6.8 11.0 13.8 11.2 19.8 9.1 6.9 ,8 13.0 191003 21.5 10.5 2,7 1.0 1.1 2.3 16.8 17.0 5.2 1,3 1.1 1.5 7.7 21,4 10.3 6.1 113 9.8 15.8 17.6 7.2 6.3 11.1 18.7 25.9 5.5 .8 3.1 6.0 J6.4 0,0 .9 5.7 2.0 0.7 0.3 0.1 0.1 ,1. 0.1 0.1 0.1 0.1 0.2 2 1.1 2.9 2.9 3.8 18,7 25.5 4.9 2.5 2.9 1 0.8 .6 0.8 1.4 1.9 0.0 0.0 0.0 0.6 0.2 0.1 0.0 0,0 0. 0.0 0.0 0.0 0.1 0.1 02 0.7 1.4 0,7 0.6 1. 1.3 0.6 0. 0.9 1.6 0.5 0.3 0.4 0.5 0.7 0.0 0.0 0.0 0.0 0. 0.1 0.0 0.0 0.0 0 0.0 0.0 0.0 0.1 .2 0.5 0.4 12 0,2 0.3 0.5 0.3 Q6 0,4 0.2 0.1 0.2 0.2 fiiZt V W*4 i 4j tAp �>kPTS TO t - - *Ak4Mrr, %Af 1AGkOr E a fop THESE FIXTURES TO HAVE SIDE, AND REAR GLARE 14.Go1 i00001 MlnoN wll� us#a� wrtia.�o m��_ iM1tNt os;�r oxrn lO M"= ACNM�. PM MIIMi Q W NANInowQ►s UNNINK INN WN at 10 ?I= = [I.L1F C& MLIM fHIM MNE tN NMls. IMF ra1RR �Iwi fIO� C 'Uo IR 16.00 AVERAGE 4.7 MAXIMUM 41.7 MINIMUM 0.0 AVG/MIN 9999.99 MAX/MIN 9999.99 MOTE& 1. THE FNOTCAHDLE LEVELS AS SHOWN ARE BASED ON THE FOLLOWING CRITERIA. ANY SUBSTITUTIONS IN SPECIFIED FIXTURES OR CHANGES TO LAYOUT WILL AFFECT LIGHTING LEVELS SHOWN AND WILL NOT BE THE RESPONSIBILITY OF SECURITY LIGHTING. SECURI TY L.I GHTI NG SYSTEMS MODEL B RSB400-MH-DB-MT LAMP TYPE, WATTAGE METAL HALIDE, 400 WATT LUMEN OUTPUT 36,000 LUMENS NOUNTI NO HEI GHT 20' R. THE CONTRI HUT, ON OF THE METAL HALI DE SOFFI T / BUI LDI NO LI GHTI NG I S NOT REFLECTED ON THI S DRAM NG. 3. DI STANCE BETWEEN WADI NOS 15 4. FI NAL ADJUSTMENTS TO At MI NG ANGL.E/DI REC I ON OF FI XTURES MAY BE REQUI RED TO EL.I NI NATE L.I GHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS, DRWG. NO. i PCP9137D SECURITY LIGHTING SYSTEMS INC, STEVE FRIEDMAN+ 1-800-544-4848 FIXTURE #I RSB-400MH-DB-FT-MT POLE #I SSP-18-BB-TT 18' (4' SQUARE) FINISH GRADE JAM NUT I I III NUT X W AS REQUIRED BY OR TO FLAT ACHIEVE ADEQUATE SOIL WASHERS BEARING PER RECOMMENDATIONS OF SOIL REPORTS, LEVELING _ _ T C CHECK LOCAL CODES) 0// ANCHOR BOLT PATTERN 10' BOLT CIRCLE EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR M❑RE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DEC❑RATIVE LUMINAIRE WITH FULL CUTOFF ❑PTICS, THE SPILL❑VER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE, MINNONS NOt oniowcs?c s�tocno XX 015 :s0'. XXX± 005.W1WEswum 0 I= MMILY ice'. 100fr � I • C,w Performance Desi fined LI ghtl ng Products 1805 Johnson Drive/Buffalo Grove, IlU nois 60069 POI NT-HY-POINT FGOTCANDLE PLOT FOR - NcDONAL M SHOPPERS WORLD VIRMNIA �1aNs NIM� 1 PCP9137D