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HomeMy WebLinkAboutSDP201500056 Plan - Approved 2016-01-26ALBEMARLE COUNTY, VIRGINIA MINOR SITE PLAN AMENDMENT IFB# 2016 - 02183 -48 GENERAL NOTES: EXISTING CONDITIONS /DEMOLITION SHEET 3 OVERALL SIE PLAN SHEET 4 FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A S X 18' PAINT -OUT PERMORMANCE AND QUALITATIVE STANDARDS GRADING, DRAINAGE, & UTILITY PLAN AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 11' X 18' AND ADJACENT TO 5' X 18' PAINT -OUT AISLE. 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SHEET 7 SITE DETAILS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE 25. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'. FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY 26. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. KIRK HUGHES & ASSOCIATES LAND SURVEYORS AND PLANNERS 3,448 SF @ 1 Space /75 SF Assembly Area 2. CALL MISS UTILITY (1- 800 - 552 -7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS 27. PARKING TO BE 9'x 18'x 24' OR 10' x 18'x 20'. PARKING STALLS MAY BE REDUCED TO 16' WHERE A GRASS OVERHANG IS POSSIBLE. OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY 28. PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH. EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON - EXISTENCE OF CERTAIN UNDERGROUND FEATURES. PARKING SPACES PROVIDED 168 HORIZONTAL DATUM: MAGNETIC NORTH AS SHOWN ON A PLAT OF JOHN MCNAIR AND 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL 29. LOADING SPACES TO BE 12'x 25 WITH A 24' MINIMUM AISLE WIDTH. REQUIRED PRE - CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT 30. ONE -WAY AISLES SHALL HAVE A MINIMUM WIDTH OF 12'. PERMITS. THE CONTRACTOR SHALL MAINTAIN { PAVEMENT, ROOF, GRAVEL) SPECIFICATIONS ON -SITE AT ALL TIMES. 31. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. 4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON -SITE. 32. DUMPSTER PADS TO BE 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING, TOTAL DEPTH IS 18'. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR 33. DUMPSTER PADS TO BE A MINIMUM OF 4" STONE BASE AND 6" CONCRETE OF 4000 PSI AT 28 DAYS, OR STRONGER, REINFORCED WITH A SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE SHALL PROVIDE A COST FOR SDP 200200051 MAJOR SITE PLAN AMENDMENT FOR BALLFIELDS, CONCESSION STAND AND MINIMUM GRID OF #4 BARS AT 12" ON CENTER, OR STRONGER. ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR w LOR FOR DUGOUT ROOFS AND SCORER PLATFORM @ MAJOR FIELD SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 34. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, WITH A 4" CONCRETE SURFACE (3000 PSI AT 28 DAYS, OR STRONGER), 4" 6 7. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. CONTACT ENGINEER IF THERE ARE QUESTIONS z 21 -A STONE BASE, WITH UNDERDRAINS (UD -4, ETC.) PER VDOT STANDARDS. REGARDING THE LAYOUT OF THE WORK. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN 35. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. a' CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BE ADS N -12 OR EQUAL W /VDOT STANDARD PB -1 8. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40. ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE AND OMISSIONS BEFORE PROCEEDING WITH THE 36. ALL ROOF DRAINS, UNLESS OTHERWISED NOTED, ARE TO BE DIRECTED TO PROPOSED PAVED SURFACES SO THAT RUN -OFF CAN BE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS ry DIRECTED TO STORMWATER QUALITY FEATURES PRIOR TO ENTRY INTO THE PROPOSED STORM SEWERAGE SYSTEM. THE CONTRACTOR IS WORK. OQ RESPONSIBLE FOR TYING ALL ROOF LEADERS INTO A MEANS OF TRANSITION INTO THE SITE STORM SEWERAGE PROGRAM. 9. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR 37. ALL WATERLINE IS TO BE CLASS 52 D.I.P UNLESS OTHERWISE SPECIFIED. ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING AS A IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR MINIMUM. SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY 38. ALL SANITARY SEWER LATERALS TO BE OF SCHEDULE 40 PVC AS A MINIMUM. MAINTAIN A CLEAN, AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR 39. ELECTRIC, TELEPHONE AND OTHER CABLED UTILITIES SHALL BE BROUGHT TO THE SITE VIA A SINGLE TRENCH WHENEVER POSSIBLE. ANY BL FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE ENGINEER SHALL BEHELD RESPONSIBLE REQUIRED CONCRETE UTILITY PADS SHALL BE CONSTRUCTED BY THE CONTRACTOR, WHO SHALL COORDINATE WITH UTILITY PROVIDERS TO SOLE NEGLIGENCE OF THE OWNER ENGINEER. ENSURE PROPER SIZE, NUMBER AND PLACEMENT OF ASSOCIATED CONDUIT. 10. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING 40. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. ACCORDANCE WITH THE CITY /COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. 11. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ALBEMARLE COUNTY SERVICE AUTHORITY NOTES: ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 12. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND 13. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION LINES AND STRUCTURES, AS NECESSARY. PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION WELL AS VDOT AND ADJACENT OWNERS. SPECIFICATIONS, AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 14. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 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 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001). SHALL GOVERN. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE 15. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. PRE - CONSTRUCTION CONFERENCE. 16. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. OF THE SITE WORK IS STILL UNDERWAY. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE 17. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. LINE. 18. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: 19. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT. ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS', OF THE 20. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED PERMIT SHALL GOVERN. NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT 21. ALL PAVING AND DRAINAGE - RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND UNLESS OTHERWISE NOTED. STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 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. 22. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 23. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR 24. ALL CURBING SHALL BE VDOT STANDARD CG -2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HC" ARE TO BE DESIGNATED BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. LEGEND W WATER LINE (EX. / PROP.) ------- -- ---- BOUNDARY / RIGHT -OF -WAY LINE WVO WMO WATER VALVE / METER I.F. IRON PIN FOUND FHA-} FIRE HYDRANT I.S. IRON PIN SET YH-& YARD HYDRANT ----------- - --- -- SETBACK LINE BOAO BLOW -OFF ASSEMBLY ---- -- ---------------- EASEMENT LIMITS SS SANITARY SEWER LINE (EX. / PROP.) --- - - - - -- CENTERLINE COo CLEANOUT --670 CONTOUR LINE (EX. / PROP.) MH �3'� X2.50 ELEVATION DEGREE /DIRECTION OF SLOPE -I- MANHOLE STANDARDS AND SPECIFICATIONS SD o� STORM 479.70 SPOT LINE (EX. / PROP.) DI =K1 STORM INLET HP HIGH POINT 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, LATEST EDITION. YD M YARD DRAIN LP LOW POINT DS o DOWNSPOUT - - - . - - - - DITCH / SWALE 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, LATEST EDITION. G- GAS LINE (EX. / PROP.) _ _ _ _ _ _ _ _ _ = WATER COURSE BM* BENCHMARK 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA GVO GMO GAS VALVE /METER EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. OHE OVERHEAD ELECTRIC (EX. / PROP.) CG -2 VDOT STD. HEADER CURB UGE UNDERGROUND ELECTRIC (EX. / PROP.) CG -6 VDOT STD. CURB & GUTTER 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. CG -12 VDOT STD. HANDICAP RAMP PPO POWER POLE HC HANDICAP PARKING SYMBOL 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. LP -(�- LIGHT POLE DIP DUCTILE IRON PIPE 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND GUYe GUY WIRE RCP REINFORCED CONCRETE PIPE EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. EM= ELECTRIC METER CMP CORRUGATED METAL PIPE M TRANSFORMER PVC POLYVINYLCH LORI DE PIPE 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD, DATED 2003. OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH - DENSITY POLYETHYLINE PIPE VC VITRIFIED CLAY PIPE 8. SOIL SURVEY OF ALBEMARLE COUNTY, DEPARTMENT OF USDA; DATED 2003. UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) FFE FINISHED FLOOR ELEVATION PED ❑ UTILITY PEDESTAL TBR TO BE REMOVED SWM / DWM o16-6 SINGLE / DOUBLE WATER METER TBT TO BE TRANSPLANTED GV M GATE VALVE TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY VICINITY MAP 1 I f =1000' r r a ,;.•: to 3 y 'yE -.a = -a 7 _��J - - - -- -- rr 1 c llL i f _ � J o � ` SHEET INDEX SHEET 2 EXISTING CONDITIONS /DEMOLITION SHEET 3 OVERALL SIE PLAN SHEET 4 LAYOUT PLAN SHEET 5 GRADING, DRAINAGE, & UTILITY PLAN SHEET 6 LANDSCAPE & LIGHTING PLAN SHEET 7 SITE DETAILS SHEET 8 PHOTOMETRIC PLAN SHEET 9 LIGHTING DETAILS PROJECT DATA: PROPERTY OWNER: CLAUDIUS CROZET PARK, INC. BOX 171 CROZET VA 22932 (T) 434 - 872 -4501; CONTACT: FRANK POHL TAX MAP / PARCEL #: 56A2 -01 -72 & 72A MAGISTERIAL DISTRICT: WHITE HALL PROPERTY ADDRESS: 1075 CLAUDIUS CROZET PARK Swimming Pool CROZET, VA 22932 PROPERTY SIZE: 22.396 ACRES CURRENT ZONING: RURAL AREAS WITH SPECIAL USE PERMIT SP -95 -43 PROFFERS: SEE ALBEMARLE COUNTY PLANNING DEPARTMENT LETTER FOR APPROVED SPECIAL USE 3 PERMIT SP- 95 -43. DRINKING WATER WATERSHED: SOUTH RIVANNA RESERVOIR SURVEY SOURCES: KIRK HUGHES & ASSOCIATES LAND SURVEYORS AND PLANNERS 3,448 SF @ 1 Space /75 SF Assembly Area 220 EAST HIGH STREET CHALOTTESVILLE, VA 22902 Pavilions A & B FIELD VERIFIED ON AUGUST 31, 2015 BY ALAN FRANKLIN, PE FROM WATERSTREET STUDIO, LLC. DATUM: VERTICAL DATUM: THE TEMPORARY BENCHMARK IS A NAIL SET IN A UTILITY POLE AS SHOWN TOTAL REQUIRED PARKING SPACES: 242 ON THE DRAWINGS. ASSUMED ELEVATION = 500.00 PARKING SPACES PROVIDED 168 HORIZONTAL DATUM: MAGNETIC NORTH AS SHOWN ON A PLAT OF JOHN MCNAIR AND ASSOCIATES DATED AUGUST 24, 1958, AND RECORDED D.B. 343, PG. 382A. LAND USE BREAKDOWN: LAND -USE: (POST DEV.) SIF AC % N :IMPERVIOUS AREAS: '147,880 3.395 15.2% { PAVEMENT, ROOF, GRAVEL) " OLIPOND 40,656 0.933 1 4.2% PO m LL PERVIOUS WOODED & OPEN AREA: 787,034 18.068 80.7% Z TOTAL SITE ACREAGE: 975,570 22.396 100% MAX. BUILDING HEIGHT: 35' LIGHTING: SEE PHOTOMETRIC PLAN PREVIOUS SITE PLANS: SDP 200200051 MAJOR SITE PLAN AMENDMENT FOR BALLFIELDS, CONCESSION STAND AND U SECOND EXIT ON PARK STREET. w LOR FOR DUGOUT ROOFS AND SCORER PLATFORM @ MAJOR FIELD LOR FOR SPEED HUMPS IN FRONT OF POOL HOUSE LOR TO ADD SHED AT POOL z SDP 201100015 MINOR SITE PLAN AMENDMENT OF SDP 2002 -00051 FOR THE POOL DOME W LOR FOR QUICKSTART TENNIS COURTS PARKING DATA: (FROM APPROVED SDP 2002 - 00051) FACIUTY BASIS FOR CALCULATION REQUIRED PARKING Baseball Fields A, B, & C 3 Fields @ 20 Spaces/Field 60 Swimming Pool 4,838 SF Water Surface Main Pool @ 39 Horesehoe Pits 3 Pits @ 2 Spaces /Pit 6 Kids Tennis Courts 3 Courts @ 1 Spaces /Court 3 Soccer Field 1 Field @ 24 Spaces /Field 24 RECREATION SUBTOTAL: 132 Community Building 3,448 SF @ 1 Space /75 SF Assembly Area 46 Pavilions A & B 4,811 SF @ 1 Space /75 SF 64 BUILDING SUBTOTAL 110 TOTAL REQUIRED PARKING SPACES: 242 10% REDUCTION( -26) FOR "URBAN PARK" 218 PARKING SPACES PROVIDED 168 *Deficit of 50 *A PARKING REDUCTION BASED ON COOPERATIVE PARKING WA5 GRANILU BY INt F'LANNINU COMMISSION r1 M M /1 % / A 1 C% VDOT Submittal Type Reviewed and Approved by the Community Development Department Date t Z1of 1� File# SCIP SO 5k � 40 C M C O Q a 'i N C d C3 Ln N V) S C. ca jc � 6 s 'Y b w � y LO r LO r O T_ Q z V 0. 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IN 484.3' (4� PVCJ M \ - - CONC. DECK C pl V ,gBANDONED �C { I I /'� • ,� /NV. 1N =484.2 (8 PVC) ry I I { CK LI�VL /NV. OUT= 484.1' � SEPTIC'-TANK I / REAR - SET3A f / I I S DRAIN. TYP. \ to I I I X/ I <_ 35' J- SHE, -•, \ x \�`v\ \ \ I I I e_� IN X v w POOL YARD DRAIN X SAJS SAN S ' I I ° N D), TYP. Co. 1 I / / A.C.S.A. 20' 14A �_ DRAIN i \ \ X - X TOP - 487 0 S EASEMEN ?� ` ' X W (7yP) O COMMUNITY , \ _ /NV. 1N= 480.0' D.B. 3440, PU.} 1 CO / �I CENTER it N X 1 �L \ - _ C -- Aug // ' ( ❑ /NV. OUT 480.0 D.B. 3084 PG. 146 q �_ _ _ « J LU A' / O O= I ` �{ FFE= 500.22' - - \\ r _� - _ _ - -,..� 4�g2 /O LT - -- '� / 20 I I ' } m u I-- X (� X^. -r- -�- X 48g - --- `_ ' - 478 - n I l� 5 X �- /' �- - -- 480 HIV / \ I `\ l 1 �1 �'�/ ry _ - . ---- B /100'STREA BUFFER P. $• G Y ' 482 } X �j+ CONC ( TOT \ + l \ `� - -✓ ,._ -- -,_•. �4'l / 5 '•••► �X 8 "ACSA \ ._._ -__ --. __ -- - -- 484 --- -� .. -- -•-' � (� e PLA � 1 / 5 � g� � • • .�` \ �WATERL /NE I WAL POOL � w \ � R -2 �I / o . • i S $ . _ 1 �I �\ - �- -e - - -.... - -488! - _ \4 2- CD \ I /� J BAT HOU E �- `1 FF 4 ek 4� �� \ \ ' �' \��\7 PAV /L /ON ; I X FFE 499. 0' I PAV1L /ON FFE= 494.02' �._` �P - / I I • S �.• ! PROPA TANK - yp /� CONC , '� � REMAIN FFE = 497.75 / { I � - -- �� / / CSW - rn EX. TOTLOT O TREES ��y \ S / AND I .• I \ BRUS TELEPHONE POLE LL_ - _ tT0 BE EM�VED & / J X - X PELOC�TED a, C� ,_-__ / I I �' T Iron rpv \ 0 Set GRAVEL � � s• i � -� \ O z � 20' O °08'20" $ TOP =488.f , S 70 � I � � I I � 1 - --- J /NV. /N_ 8.8'(8 "PVCJ / / / 1 I I I ' I �\ / �- $ /NV.1N; 482.7' (8 " "D /P DROP MH) ' I ' l ----- TBR ` ` 4 M /NV. = 478.7' (8 9fP DROP MH I ! CONC - I , M M '�N� M M M I ' %' / ASPH /NV.OUT= 478.5' ) � � DUMP � // TAT /ON, �' 00 1 00 Uj Sa EX. TOTLOT ( CONCESSION`-'- ABAVDONED ( OVERHEA / I BR UGE - STAND �\ \ } SEP7fCTANK ` TELEPHONE TO BE X - LICE l f '� '� / _-REMOVED EXISTING PAVING E °� / Q 1 CU z L " / TMP56A2- 01 -72A X X TO BE REMOVED '`� �, r, / / TMP 56A2 -01 -72 I j I / PARCEL B1 i I /+ f I ELECTR ICAL CLAVD/US CROZET O N •3•• _ __ _ ` PANELS ~1 j N PARCEL "Al " I � \ eR � � PARK, INC. CLA UD /US CROZET R I D.B. 343 I-- �-�X '� '� U_ o -380 m ' PARK, INC. % 1 \ I D. B. 1536 -410 (PLAT) ` ' I D.B. 343 -380 ---_ EX 8 'AC5A -- ;� jN D.B. 1536 -410 (PLAT) Ex. TREES TO BE \ ` WATERL /NE 11.665ACRES �1x ---- X 9 1 '� ' 10.731 ACRES REMOVED i X _- _ I �• \ I I v/ '�- Ly I I- z Q ` I ,- GRAVEL RESIDENCE I a t nT. 1, 1 I I , \ \ � I x O " DRIVE n I m V) I { POND I \ \ , \ , X o�0 z W 1 _ WATER ELEVATION = 480.9' ,. ! \ �\ \ \ ' A.C. EASEMENT TER I /� �. - -' " I -/r ASPH 1 I I D.B. 3440 PG. 1 + / \ • ' , ' / / LL DRIVE Q O • , � i \ \ W� \ ' D.B. 3084 PG. 146 GRASS 20' $ 0 TOP = 48.:4' 00 \ / / �/ X $ /NV. �N= 476.5' (FROM NJ \ \ GRASS O / I $ $ /NV,'Oj476.5' (FROM W) I f f - -. \ \ eNy \ / / /- \ /NV.OU7{= 476.4' 9s,� p� I / z < J r , V �• 490 \ � •► p l \ \ � \ ^ (L F- w 1'_^ D X I I RES /DENC m -�' /" -_ - -� \ "--� -' --- ..._,., �` � C71 / ��, �:, _ �` ' `q�8 �'`�\ \ \ PLANTER I / / - �� I X -_ i ! Nc / X -- - f I W v l AG 1NG Albert G. & Margaret L. TO 48 .5' O , ---- -- -- �- -R - ' ^ \ \ \ NV N- 74.8' __- _ _ __ \ �, \ l ' ' ' / 1 I X Walker I FRONT YARD SETBADK L/�E 75' FRONT YA D SETBACK L /NE I 1wFiELD `�'� p� / DB 797-4 4 IP -472. \ 1 cq DUG0 T o DB 459-490 Plat / � � � IN . =46.5 4? O 2 _ ASPH. - - BL CK 11c rr NV ` U 6 4' \ �,Q -_ \ �P DRIVE TMP 56 49A Zonmg.• R 4 1 6 539 PLAT \ I I t�s ` '� GRAVEL / \ _ , /NV.= 489.4' SCORE 3 r DRIVE \ \ / OB / I PLAA r4 X - x - X'- X - X - � y 2 \ \ \ \ \ i / / X X - XDUi°8i M / \ �7l U7X Tt 1 i \ \ 1 / o X "PVC � Iron / I _� , N 67 °25'56" W 532.01' WALL �� --_Found , � , � � N 6 '56 W 59.0 / \\ Set � B OODENFEN -� / I �,,, x X (A H -_ _ �, -i0.. - - f - - - - - _- -- - 'W w_ - _ W -W Iro W - _-� -1 = - "- - _ - / _ -- // -� /NV,= 489.1' _ _ _� --. Sn - ' tiF C ( O 1 PARK ��AD i \ ` 1 m (40' R. OawV.) / \ ° ~ = _j - Z O ` v a D$� CONC n ASPH• ASPH. � �qgg - ---" v> DRIVE i RIVE ASPH GRAVEL ASPH. ASPH = q DRIVE DRIVE DRIVE R/ rn \ TEL GRAVEL \ f/) ~ �- z W U) / PED DRIVE A8� '; W � W W �j OU W TOP= 468.4' .. /NV. /N= 461.5' INV.OUT= 461.4' ° \ V W Land Use: Residential Zoning: R-2 ` O 0- z o m o Q O U cD T7 co r LO 7 N O � O � N M N � Y/ 210 „ _ SCALE: 1 - 40' O� 0 20' 40' 80' 160' OF 9 = 504,6' on, j- S OCURE) iNv=486.4' TER O und Fou 10, WATER EASEME BE A.C.S.A. HILL TOP STREET 10• X —484-- IT >'13 3: —x —x --\--PROPOSED ASPHALT I I T IBLOCK "By DB 311-557 PLA T (NOIN CONTRACT) Zoning: R-2 x ,--TOP 19 ,8' INV=4 .0' (CENTS 0.5'C --,ENDWALL X / F' 5'x i,7 x I F Set GOAL llvil x X ,.E400 S S _qw&- X ........... S 1 4 X Mon. CONC. HECK AN L PROPOSED ASPHALT I Found 1NV1N-484.J'(4`-vvW CO. ANADONED v -- I I PERIMETER TRAIL ::�DRAINJYP- >r. X V INV. 1N=484.2'(8'PVC) I SEPTIC T�T CK JJAIF X INV. OUT=484-1' (NOT IN CONTRACT) \ \ s .' RE Z 0 � Emmett L. & Edward A. Wi X 626 Plat P`R'OPOSEC(6' ASPHALT UJ DB 495-625, POOL U LMAIN PERIMETER TRAIL rL x 1, TYP. R*. CO. 7-MP 56-55 Zoning, R-4 C3 'X, '�i X X -T, 1*1'1a�"'Sll (N0,T,1N C NTR - — It-- __i J 4 11 1 4- 0 zz- X X 7-� x ?RAIN COAM4UNITY WA7rR DB. 3084 PG. 146 .01 FFE=5OO- TO x 16 D.E. 344a Pq- 1 0. 18 017U -48'00' BLO I X—X- x CK 'B" 4\�� _-- 480 P /OVERLAY --482 i . —484 .47 AREAS .5 ASMAL I >e) 11\ 0 0 CONC Yb -539 �/92,A�AR&CHIP PA�KING 0, \ D 8368 1 '-+., v j L -ZLE3- Zoning: R-2 AREAg 'A ?: - — .0 11 — — — — — ASS -9 S AND RE- STR-TJP" E PA �-RftjG CES, tOT\IN CON, TRACT) �OLE HOU PA WOV f-f-E=494-O,'," FFE-497.75 PAVILION / $ ro GT- CL'C X TLOT TREES AND BRUS 6L C D................. X-� RECONFIGURED x .. ... .. ..... -0 W ESIDEYM -0 RET dY ----PAR04G-LOT-7— -S� ............... f . . .... 8:((8 'PVC To�- CL fIN 7 8.Dfp, Rop MH� V 7'(SpfP, DROP M") A CP14 I IV S NV S M 2� M PAVE/OVERLAY RD ( GRAVEUTAR&CHIP PARKING X AREA-1z W1 2" SM-9.5 ASPHALT TAP 55A2- 01 -72A Gladys R. Bryant AND RE-E PARKING A RCEL "B1 aECMrAL OZET -120 (38 SPACES) (N CONTRACT) CL�UDIUS CR DB 165 7 PARK, INC. X TMP 56-50 Zoning-, R-4 (T-\ I ��E'-Z. � /' +1 11 --- — / 'ASPH. D.B. 3084 Fa 146 GRA c 74 DRIVE X APO 0 I PROPOSED ASPHALT PERIMETER TRAIL -X NOT IN CONTRACT) 1 A Albert G. & Margaret L. Walker 17 >1 CA IAI� DB 79 G IT E 7-454 & X DB 459-490 Plat �WEL D -49A Zoning: R-4 DUGCtb7 TMP 56 i A , ASPH. .. ...... .. . DRIVE INV. -489.4' fly To�=472- — — — — — — \21L • lhl� LL X X X — X --SCRRE-- X x — X -DUGAI! BOARD x x Iron 'P \ A(67'25�r:•W53201' 6 DE FEA Found Q-RI FLO A M� 'F W W- - --- ---- v NV —A- =489.1' f LU (40R.,a. W.) "CONC ASPH. —7L—\ PED GRAVEL D "V E \ASPH. ASPH P" DRIVE DRIVE 31?Avdl --1 1 DRIVE DRIVE V TEL rop-468.4' N, INV. IN=461.5' INV. OUT=4614' Land Use.- Residential Zoning.• R-2 I- � -I • SCALE: I"= 50' AIV FT=M = I 0 25' 50' 100, 200' 0 U Ln 4-j U Ln M cz LU go 5 LO Irl- L6 W N 0 0� U I Z 0 0 00 z ,;:I- UJ (y) 00 v- c, (D Z C) (6 T-1 c:) 0- LL F- z ry < W 0- Z LLJ LU N 2 < 0 Z 0- W co 0 Z _j U OF 9 ti cli 1-: cl) 11-- W W X: U) U) -j z U) 0 F- F- Z U) U) F- Z W o go of W F- W W CL 0 W 0 Z =) o > LU M < U co (0 LO 7 N 0 C) ct) c\1 OF 9 f� O ° A. cs A. 20\' WA rER- - - - - -- z EASEMENT O D.B. 3440, F3. 1 f D.B. 3084 PG. 146 ,- Tai= 7 0' / lr , IN =4'60 — INV _0 00, O 8 "ACSA I '!WATERLINE nom- ,• o� I END 6" CURB ca S S / .� / S S / INV. l -4f32 7' (8 "Dh?, `6ROP Mtn) `on IN =4 78. 7' 8" , VI INV OUT =47 DROP �) / 8 ('1 N a ' j /V) I I I I N 1 , � I �I N 1 1 i \ 3 X � I I x ARD = W 1w W W / W �R�/ �— �(D 1 (gyp) � i x � up 3­ 0- 10 l s \ -- x X s \ \ -- 141ALL - --- - I x \—L S S S S 494-50 494 BC (EX r 6 0 (` D), TYR SA s � r x , C.O. CO. I 1 1 I II COMMUNITY -- 11 CENTER al I \ \11-01 � \ I x— x x— X j I FFE =,500.22' 1 j x \ \\ \ , x 1, x— x ---- -x—x x x Iron E TO-EX "SOLID SCHEDULE 4 �), �F '��` ,. ,.,, �f ,�:;�: 492 I I 1 PVC U [3€ D IN O TLET �91 ' .50CF � . T �,r 49 co t°€'?ND , c MIN. / \ k, x �X \ %E ELEI/, %lC?l l = cgC) 9' , a, S P R E � I � I � \ \ ' A D E R WE I R I I `� Y_:• ; , , ", . �..^ �}, 491.50 6" PERFORATED x SCHEDULE %-�P%./. °� ,4' DAYLIGHT 6 'QRAIN 1 `' UNDERDRA�N,TYP. I �,i = INV. 486.00 INN /N/ 476. 76.5 '(FROM N) \ � i �;., ' ?,,� r •',.�,R � GRAVEL DIAPHRAGM I f1� V JIN=4 76.5(FROM ) \ ; \ -k. r ; �r ' @TOP OF FILTER STRIP I I 1 ul I lrvV a�lT 476. � � � ``V � �` �; N / - EXISTING STREAM BUFFER ' FROM GIS GRAVEL @TOE OFDFI TER STRIP \ \ \ \ \ - 8 � GRASS PLANTER / _- tz \ \ 751FRONT YARD SETBACKLIN-t` I 500 sw Me EXISTING WATERLINE PROFILE: SCALE: H: 1 " =20', V: 1 " =5' Ax 95 • , 3 SCALE: 1" = 20' 0 10' 20' 1 I L. 40' ELECTRICAL PANELS EX 8 "ACSA WATERLINE A. C.S.A. 20' DATER EASEMENT D.B. 3440, PG. 1 D.B. 3084 PG. 146 m bb N c, aQ cu y c Ln i C CL L� C15 5-0W c o0 r w +. e x Z Q 06 w C� Q z Q 0 z 0 Q U T7 Ln O a z W N 0 rC U z 0 F_ a 0 W z 4 W CD N z O i (0 Y_ It- N m LL a" � ry �NN z Q W z W W N 2 a O z O� O Lu J 0 Q z J � O OF cli W W U z 0 �-- Z cn WW0 U g a o W Z o ? w m Q U (.0 LO N � � r r N 00— CO N r OF QTY. I SYMBOL IScientific Name lCommonName T Size I Spacing I Roof 110 Year Canopy per Tree ITotal Canopy TREES 7 PA Platanus x acerifolia London Planetree 1 1 /2" Cal. AS SHOWN B &B 368 2576 13 QP Quercus Phellos Willow Oak 1 1/2" Cal. ASSHOWN B &B 370 4810 2 UA Ulmus americana 'Volley Forge' American Elm 1 1 /2"Cal. AS SHOWN B &B 397 794 r TURF SEED ALL OTHER DISTURBED AREAS UNLESS OTHERWISE NOTED. SPECIALTY SEEDING NOTES: • FOLLOW EARNST SEEDING INSTALLATION GUIDELINES • PROVIDE COVER CROP AS RECOMMENDED BY ERNST SEED IF INSTALLATION OCCURS OUTSIDE OPTIMAL SEEDING WINDOW • INSTALL W/ STRAW MAT OR COCONUT STRAW MAT PER EARNST SEED GUIDELINES • CONTRACTOR RESPONSIBLE FOR 90% SEED ESTABLISHMENT AFTER 1 YEAR i (CONCRETE PAD WIDTH) 10' -0" MIN. (INSIDE ENCLOSURE LENGTH) 10 CUBIC YARD TOP AND END LOADING CONTAINER (6'LX6'WX7-8 "H) 6" DIAMETER PIPE BOLLARD 3' WIDE BY 8' TALL GATE CONTAINER ENCLOSURE SHALL BE MIN. 8' -0" HIGH 3/4" DIAMETER BY 1 1/2" DEEP RECESSES FOR GATE CANE BOLTS. PROVIDE TWO EACH AT GATE IN CLOSED POSITION, FIELD VERIFY _ 1200 EXACT LOCATIONS SWING 6" DIAMETER PIPE BOLLARD CONCRETE FILLED, SET IN CONCRETE 3' BELOW GRADE EXTEND 4' ABOVE GRADE, PAINT OSHA YELLOW. CONCRETE PAD TO WITHSTAND 10,000 #/ SINGLE WHEEL LOADS DUMPSTER ENCLOSURE SCALE: NTS TERMINATE PICKETS ON THE END /CORNER SECTIONS SO THAT BOTH POST /PICKET EDGES ARE FLUSH 00 0.063' SPACING MAY VARY cl SLIGHTLY 0 CAP: MAINE ORNAMENTAL 4X4 BLACK POINT A ` (MODEL VT -14, SUPPLIER: LOWES) OR EQUAL 4 X 4 POST; #2 GRADE OF BETTER; SET PLUMB W 1 X 6 PICKETS; #2 GRADE OF BETTER; ATTACH TO STRINGER WITH 5d GALV. TWIST NAILS. (2) NAILS /STRINGER, ; , tom.:.. ' "< 00 ' :.. DIAGONALLY SPACED. 1/2" CLEAR ALL SIDES (2) 2 X 4 STRINGER; #2 GRADE OF BETTER. ATTACH (2) GALV. NAILS/ POST DIAGONALLY SPACED. 1/2" CLEAR ALL SIDES N U) FENCE MATERIAL: WHITE CEDAR. PRESSURE TREATED CONCRETE SOUTHERN YELLOW PINE ( #2 GRADE OR BETTER) MAY BE FOOTING, TYP. I I USED AS AN ALTERNATE ONLY IF APPROVED BY OWNER OR LANDSCAPE ARCHITECT. z FENCE COLOR: NATURAL OR (DARK GREEN STAIN (2 L J COATS) MAY BE APPLIED AT OWNER'S DISCRETION). W O U Z 0 SPACING MAY VARY SLIGHTLY TO ENSURE BOTH 4.00' L L PICKETS /POST ARE FLUSH ON FRONT SIDE. O.C. SPACING MAY VARY DUMPSTER ENCLOSURE FENCE SCALE: NTS /NV. lN=484.2, (8// PVC) INV Off. T=484.1 ' S I M LP T-- IV k SEEd,MIX A (6,750 SF) \ \ I I EARN WEED - NJ SALT I \ I TOLER kBASIN MIX -- GRAVFhLELTER (SEE SPECIALTYSEEDING NOTE) I \ I n \ \ DIAPHRAGM, TY� I I \ \ SEED MIX B (9,650 SF) f 490 EARNST SEED - VA NORTHERN BLUE EGETATED FILTER STRIP '--RIDGE UPLAND MEADOW MIX (SEE SPEC`fALTY SEEDING NOTE) I GRASS \_ 484 � \ N \ \ \ v ELECTRICAL PANELS EX. 8 "ACSA WATERLINE A.CS.A. 20' 14A TER EASEP14ENT D.B. 34401, PG. 1 D.B. 3084 PG. 146 SCALE: I"= 20' 0 10' 20' 40' 80' Is u 1 t i ) i 0 N � a a� c S (u '> 0 U a, IZZ L � V) u CO cu N? CL '7 Lu c oa M d. r R � +i P .y _k r y A Y J ,t L J O r� z V/ W N O ry U 1 z O O 00 z 4 W M 00 V `y O z N Ns m i W z � W ^Q L.L.. z W cW N G O Q Z ry J 0- vJ F— J u D OQ z 2 U L J' M ti cl W W U) U) z �U) O z U� U) Z 2 Z U O 0 W 2 � W 0- W O U Z 0 \ � m Q to (0 LO r r r N •- " T- N 0 0 — M N � L J' M NOTES: MINIMUM STANDARD FOR SOIL PREPARATION TOPSOIL: 1) TOPSOIL SHALL BE NATURALLY OCCURING, FERTILE, GRANULAR, FRIABLE LOAM, FREE OF STONES OR OTHER DEBRIS LARGER THAN 2" IN DIAMETER AND NOXIOUS WEEDS OR WEED SEEDS. PREFERENCE SHALL BE GIVEN TO SOILS NATIVE TO THE SITE. LOAM SOILS SHALL HAVE A CLAY CONTENT BETWEEN 15 AND 27% AND SHALL HAVE A TEXTURE OF LOAM, SANDY LOAM, OR SILT LOAM, ACCORDING TO THE USDA SOIL CLASSIFICATION SYSTEM. SOIL pH SHALL RANGE BETWEEN 6 AND 7. TOPOSOIL SHALL CONTAIN NOT LESS THAN 3% ORGANIC MATTER, SUBMIT SOIL SAMPLE AND COMPLETE SOIL ANALYSIS REPORT TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 2) TOPSOIL SHALL BE INSTALLED IN FRIABLE CONDITION IN ALL LANDSCAPED AREAS TO A MINIMUM DEPTH OF 6 ". SOILS SHALL NOT BE WORKED WHEN WET. VERIFY REQUIRED TOPSOIL DEPTHS WITH THE LANDSCAPE ARCHITECT. PLANTING SOIL: 3) THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. (REFER TO SPECIFICATION SECTION AND NOTE (1) ABOVE PLUS NOTE (4) TO UNDER THIS HEADING FOR TOPSOIL AND AMENDMENT REQUIREMENTS). 4) THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS IN CONTIGUOUS PLANTING BED (NOT INDIVIDUAL PLANTING HOLES) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS: BY VOLUME: 80% TOPSOIL AS SPECIFIED IN NOTE (1) 20% FULLY COMPOSTED ORGANIC MATTER FREE OF VIABLE WEED SEED, HEAVY METALS, AND EXCESSIVE LEVELS OF NUTRIENTS OR SALTS + SLOW RELEASE COMMERCIAL FERTILIZER(S) AND MINERALS AS RECOMMENDED IN THE SOIL ANALYSIS REPORT 1 LB. ACUTAL NITROGEN IN SLOW RELEASE FORMULATION PER 1,000 SQUARE FEET LIME AS RECOMMENDED IN SOIL ANALYSIS REPORT SITE PREPARATION: 5) IN AREAS SCHEDULED FOR LANDSCAPE INSTALLATION WHERE CLEARING AND GRUBBING HAS NOT BEEN COMPLETED, OR WHERE VEGETATION HAS REESTABLISHED, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANT MATERIAL, STUMPS, AND ALL OTHER MATERIAL NOT NOTED TO BE SAVED. 6) VERIFY MATERIAL TO BE REMOVED WITH THE LANDSCAPE ARCHITECT PRIOR TO ANY CLEARING AND GRUBBING. SOIL PREPARATION- ALL PLANTING BEDS: WHERE SOILS ARE SUFFICIENT TO MEET THE DEFINITION OF TOPSOIL ESTABLISHED IN NOTE (1) -- 7) CREATE A V -DITCH BED EDGE TO A DEPTH OF 3" FOR ALL BEDS, UNLESS OTHERWISE NOTED. 8) ROTOTILL BED AREAS TO A MINIMUM DEPTH OF 8 ". REMOVE DEBRIS GREATER THAN 2" IN DIAMETER. DO NOT ROTOTILL WHEN SOILS ARE WET. DO NOT ROTOTILL WITHIN THE DRIP LINE OF ANY TREE. 9) SPREAD 2" FULLY COMPOSTED ORGANIC MATTER (AS DEFINED NOTE (4)) THOUGHOUT THE PLANTING BED. EVENLY APPLY SOIL AMENDMENTS AS INDICATED IN NOTE (4). INCORPORATE AMENDMENTS INTO TOP 6" OF SOIL BY ROTOTILLING AGAIN. 10) RAKE BED SMOOTH AT SPECIFIED GRADIENT(S), ASSURING POSITIVE DRAINAGE TO THE PERIMETER, AFTER PLANTING APPLY 2 -3 "AGED, DOUBLE - SHREDDED HARDWOOD MULCH FREE OF DYES, UNLESS OTHERWISE SPECIFIED. WHERE SUBSOILS ARE PRESENT OR WHERE SOILS ARE NOT SUFFICIENT TO MEET THE DEFINITION OF TOPSOIL ESTABLISHED IN NOTE (1) IN AREAS TO BE PLANTED- -11) WHERE SOILS TO BE PLANTED DO NOT MEET THE DEFINITION OF TOPSOIL OR ARE DETERMINED TO BE INADEQUATE FOR PLANT GROWTH BY THE LANDSCAPE ARCHITECT DUE TO COMPACTION, HIGH CLAY CONTENT, CONTAMINATION, TEXTURE, PH, OR POOR DRAINAGE, THE CONTRACTOR SHALL EXCAVATE AREAS TO BE PLANTED TO A MINIMUM DEPTH OF 8" BELOW FINISH GRADE OF SOIL. WHERE COMPACTED SOILS ARE SUSPECTED, COMPLY WITH NOTE (15). AFTER EXCAVATION, ROTOTILL REMAINING SOIL TO A MIN. DEPTH OF 8 ". RAKE SMOOTH AND SLOPE TOWARD BED PERIMETER. 12) ADD 3" SOIL MIX (AS SPECIFIED IN NOTE (4)) AND INCORPORATE INTO TOP 4" OF CULTIVATED EXISTING SOIL BY ROTOTILLING. LIGHTLY COMPACT SOIL. ADD ADDITIONAL SOIL MIX TO ACHIEVE FINISH GRADE. RAKE TO ACHIEVE SPECIFIED GRADIENT(S). 13) CREATE A V -DITCH BED EDGE TO A DEPTH OF 3" 14) RAKE BED SMOOTH AT SPECIFIED GRADIENT(S), ASSURING POSITIVE DRAINAGE TO THE PERIMETER. AFTER PLANTING APPLY 2 -3 "AGED, DOUBLE - SHREDDED HARDWOOD MULCH FREE OF DYES, UNLESS OTHERWISE SPECIFIED. REMEDIATION OF COMPACTED SUBSOILS: 15) WHERE SUBSOILS ARE COMPACTED TO A LEVEL THAT WILL INHIBIT ROOT GROWTH OR INFILTRATION OF WATER THROUGH THE SOIL PROFILE, AS DETERMINED BY THE LANDSCAPE ARCHITECT AND DEFINED IN NOTE (16), THE CONTRACTOR SHALL FRACTURE THE SOILS BY SPREADING FULLY COMPOSTED ORGANIC MATTER (SEE NOTE 4) TO A DEPTH OF 4" UNIFORMLY ACROSS THE PORTION OF THE SITE TO BE REMEDIATED THEN DIGGING AND TURNING SOILS IN PLACE WITH A BACKHOE TO A DEPTH OF 24 ". LIGHTLY WORK AND FIRM TURNED SOIL WITH THE BACKHOE BUCKET. ADDITIONALLY, WHERE ACCESS IS LIMITED, SUBSOIL REMEDIATION MY BE ACCOMPLISHED BY AUGERING 6" DIA. HOLES TO A MINIMUM DEPTH OF 18" AT 18" O.0 AND BACKFILLING WITH UNAMMENDED TOPSOIL. DO NOT CONDUCT REMEDIATION OPERATIONS WHEN SOIL IS WET. ALL SOIL REMEDIATION CONSULTATION AND OPERATIONS SHALL BE CONDUCTED AT THE NO ADDITIONAL EXPENSE TO THE CLIENT. 16) LEVELS OF COMPACTION SHALL BE DETERMINED BY FIELD INSPECTION, OR WHERE REQUIRED, BY A QUALIFIED SOILS CONSULTANT. ROOT LIMITING COMPACTION WILL BE DETERMINED BY MEASURING SOIL BULK DENSITY AND COMPARING TO SOIL BULK DENSITIES GENERALLY ACCEPTED TO BE ROOT LIMITING SPECIFIC TO THE SOIL'S TEXTURE AS REFERENCED IN TREES IN THE URBAN LANDSCAPE, TROWBRIDGE AND BASSUK, 2004. PLANTING BED SOIL PREPARATION SCALE N.T.S. GENERAL PLANTING PIT NOTES: A) ADD MULCH ON TOP OF THE ROOTBALL AND PLANTING PIT, BEGINNING AT NO MORE THAN 1" DEPTH NEARTRUNK AND TAPERING TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE. KEEP MULCH CLEAR OF ROOT COLLAR. B) ROOT COLLAR SHALL BE EXPOSED AND FREE OF SOIL. SET TOP OF ROOTBALL SLIGHTLY ABOVE THE SURROUNDING GRADE. C) CREATE A SLIGHT MOUND TO DIRECT WATER TO THE ROOTBALL. BACKFILL PIT TO LEVEL OF FINISH GRADE. EXCESS BACK FILL SHALL BE REMOVED OR, WHERE APPROVED BY THE LANDSCAPE ARCHITECT, SPREAD TO SURROUNDING AREA. D) AFTER FINAL PLACEMENT, CUT AWAY WIRE BASKET TO A MIN. OF j THE DEPTH OF THE ROOTBALL. CUT ANY REMAINING WIRE GRIDS AS INIDICATED. CUT AWAY AND REMOVE BURLAP, STRING, OR OTHER PACKAGING MATERIALS TO A MIN. OF THE DEPTH OF THE ROOTBALL. SCARIFY CONTAINER GROWN PLANTS TO LOOSEN ROOTS. E) TAPER SIDES OF PIT. SCARIFY THOROUGHLY TO LOOSEN SOIL. F) BACKFILL WITH ORIGINAL SOIL FROM THE PIT EXCAVATION CULTIVATED TO CLUMPS NOT EXCEEDING 3" DIA. COMPACT BACKFILL LIGHTLY IN 6" LIFTS TO REMOVE VOIDS LARGER THAN 1 ". INCORPORATE 1" EVENLY DISTRIBUTED, APPROVED COMPOST INTO THE TOP 6" OF BACKFILL DURING THE FINAL LIFT. G) TAMP SOIL FIRMLY AT THE BASE OF THE ROOTBALL TO STABILIZE. H) SET ROOTBALL ON UNDISTURBED SOIL. WHERE HARDPAN IS PRESENT, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING AND SCARIFY THE BOTTOM OF THE PLANTING PIT SUFFICIENT TO BREAK THROUGH AND LOOSEN ALL HARDPAN MATERIAL AS DIRECTED. IN ANY INSTANCE WHERE TREES ARE TO BE PLANTED ON DISTURBED SOILS, BACKFILL WITH CULTIVATED ORIGINAL SOIL OR APPROVED MATERIAL AS DIRECTED AND COMPACT TO A LEVEL SUFFICIENT TO SUPPORT THE WEIGHT OF THE ROOTBALL WHEN THE BACKFILL SOIL IS AT FIELD CAPACITY. SUPPLEMENTAL TREE OR SHRUB PLANTING NOTES: 1) PRIOR TO PLANTING, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF FIELD CONDITIONS AND /OR SOIL CHARACTERISTICS ARE NOT COMPATIBLE WITH THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS REGARDING PLANT SURVIVABILITY OR WARRANTY. 2) THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE INCURRED DURING SHIPPING OR THE PLANTING PROCESS. 3) WATER THOROUGHLY IMMEDIATE AFTER PLANTING SUFFICIENT TO SETTLE PLANTING PIT BACKFILL. 4) PLANTING SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT NOT LESS THAN 24 HOURS PRIOR TO INSTALLATION. PLANT INSTALLATIONS THAT DEVIATE FROM THESE CRITERIA SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE, UNLESS PRIOR APPROVAL IS GRANTED BY THE LANDSCAPE ARCHITECT. TREE OR SHRUB PLANTING PIT REFER TO TREE STAKING DETAIL REFER TO TREE OR SHRUB PLANTING PIT AND PLANTING BED DETAILS GENERAL TREE OR SHRUB PLANTING NOTES: 1) SET PLANT PLUMB. 2) ALL PRUNING SHALL BE RESTRICTED TO THE REMOVAL OF DEAD OR BROKEN BRANCHES AND SHALL BE PERFORMED ONLY UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT OR PROJECT ARBORIST. 3) ALL PLANTS SHALL CONFORM TO MINIMUM STANDARDS SET FORTH IN THE MOST CURRENT ADDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. ADDITIONALLY, PLANTS SHALL BE IN GOOD, VIGOROUS GROWING CONDITION, FREE OF UNECCESSARY INJURY. ROOT COLLARS SHALL BE VISIBLE ABOVE THE SOIL LINE OF THE ROOTBALL. TREES SHALL NOT EXHIBIT CODOMINANT LEADERS, WITH THE EXCEPTION OF MULTI -STEM SPECIMENS AND CERTAIN DECURRENT SPECIES -- SUBJECT TO APPROVAL OF THE LANDSCAPE ARCHITECT. CONTAINER GROWN PLANTS SHALL NOT BE ROOT - BOUND. SUB - STANDARD PLANTS SHALL BE REJECTED. 4) WRAP TREES ONLY AS DIRECTED BY THE LANDSCAPE ARCHITECT. 5) FOR SMOOTH BARK SPECIES, MARK THE NORTH SIDE IN THE NURSERY AND ALIGN THAT SIDE TO NORTH IN THE FIELD. 6) ROOTBALLS WRAPPED IN SYNTHETIC BURLAP OR OTHER NON - BIODEGRADABLE MATERIAL SHALL BE REJECTED. 7) WHERE B&B PLANTS ARE SPECIFIED, CONTAINER GROWN PLANTS SHALL NOT BE SUBSTITUTED WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. TYPICAL TREE PLANTING SCALE: N.T.S. 1. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER lY2". 6. CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER. 7. CURE RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7 ". # 5 DOWELS, 8" LONG A AT 12" C -C "El -� --i 5 MIN. 2:1 v� B 2' ,.., A BACK OF CURB 20:1--., 2' MIN. PERMISSIBLE CONSTRUCTION JOINT PERMISSIBLE CONSTRUCTION JOINT SECTION B -B 12'1 MAX �� � B TRUNCATED DOMES SHAPE TO MATCH FACE OF ROADWAY CURB- SECTION A -A 2�" C C TRUNCATED o u OME O O 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 2'8" C -C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 O 0 O 0 0 0 0 0 0 0 0 0 0 c N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U= 4 CROSSWALK) TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK � 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR CROSSWALK PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA. DIA. Ye A%" DIA. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG -12 TYPE B HANDICAP RAMP W/ DETECTABLE WARNING SURFACE 1 SCALE : NTS REMOVE EXISTING PAVEMENT SURFACE TO EXISTING STONE BASE • CONFIRM EXISTING STONE BASE DEPTH (6" - 8" MIN. REQUIRED) • WHERE PROPOSED GRADES ARE HIGHER THAN EXISTING GRADES, ADD VDOT #21 A STONE • WHERE PROPOSED GRADES ARE LOWER THAN EXISTING GRADES, REMOVE EXISTING STONE BASE AND REPLACE WITH 8" VDOT #21A 2" VDOT SM 9.5A ASPHALT WEARING COURSE EXISTING PAVEMENT STONE BASE NEW ASPHALT PAVING IN AREAS OF EX. PAVEMENT - NOT OVERLAY AREAS SCALE: NTS SCALE : N.T.S. SET TOP OF ROOTBALL 72 GRADE SLIGHTLY OF SOIL NEW ASPHALT PAVING SECTION Q GRADE OF SOIL THOROUGHLY SCARIFY SCALE: NTS SCALE: N.T.S. 12" WIDE #21A GRAVEL SHOULDER 6-0" WIDTH "SET FINAL GRADE TO BALANCE CU 2% CROSS SLOPE IN DIREC- ,L 2" VDOT SM 9.5A ASPHALT WEARING COURSE 8" COMPACTED VDOT 21 A STONE BASE COMPACTED SUBGRADE 12" WIDE #21A GRAVEL SHOULDER - 2" SM -9.5A ASPHALT PATH (TYP) - 6" #21A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED. EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE. (INCREASE TO 8" #21A IN AREAS OF VEHICULAR TRAFFIC) - COMPACTED SUBGRADE (95% STD PROCTOR) ASPHALT PERIMETER TRAIL - NOT IN CONTRACT SCALE: NTS Q w N r_VD A VISION JOINT yv "y v J PLAN 1 Y4" DEEP CONTRACTION /SCORE JOINT, SPACED EVERY 5' O.C.; TYP. .d ^ • n -`X X A X = X X11­11. X R D Oq '= ° . X •- �„ {'`. p..,� ..t� •c.7.s�! -gyp "�.'X,� (�)f7 . SECTION 9 CONCRETE SIDEWALK SCALE: NTS 12' IOTH TROWELED EDGE; qAL :D BROOM FINISH; TYP. "4DICULAR TO DIRECTION OF TRAVEL Y2' EXPANSION JOINT W /Y2' RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR - ENTRAINED WWF 6" X 6" WIA X W1.4 W/ 2" MIN. COVER COMPACTED VDOT #21 A STONE BASE 95% COMPACTED SUBGRADE HANDICAP SIGN - BLUE BACKGROUND, WHITE LETTERING (MUTCD R7 -8 (VIRGINIA) MAY BE SUBSITUTED AS EQUIVILENT) 12" X 12" PENALITY FINE PLACECARD MAY BE ADDED BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL AUTHORITIES) SIGN MUTCD R7 -8B SHALL BE INSTALLED AT SPACES WHICH ARE VAN ACCESSIBLE ONLY AS SHOWN ON PLANS METAL SIGN POST - 84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER THE SIGN FINISHED GRADE CONCRETE FOOTING (CLASS B) 2000 PSI MIN. COMPACTED SUBGRADE V PENALTY $100 - $500 FINE TOW -AWAY ZONE MUTCD R7 -8 (VA) NOTES: 1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U- CHANNEL. POST SHALL HAVE 3/8" DIA, PRE - DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL BE BLACK. 2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.080 ") IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR # 15180) 6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS. 7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART. rl O HANDICAP ACCESSIBLE SIGN #4 REBAR GRID @ 12" O.C. BOTH WAYS ESTABLISH TURF VEGETATION ON SIDE SLOPES EX. GRADE SCALE : NTS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. 1� VDOT STD CG -2 SCALE : NTS 4" 2" R d n l ,I G SEE li 1i a SURFACE NOTE 4 I ti* BASE IL SUBBASE 7" REINFORCED CONCRETE SLAB; 3500 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK 6" COMPACTED VDOT #21A STONE BASE - (OR RECYCLED CONCRETE EQUIVALENT) 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL DUMPSTER PAD SECTION DETAIL SCALE: NTS le ,W ``Zug ON C a • sxe�xe 'L N c c > -� � N 4--J L *.' l S "¢ u L m CL N U 'n �� 'C3 Lu c vo sd b. TH �3! ,{�+p {. m o e II . ynp v r Lo r O r Z V L.L.. W N O U Z O O z' ' I WW 00 T_ r n N z r N M� W 0- 1 �- LL w ^�^ �. p Z LLl cw N G O W Q U VJ Lij W � � r O Z J CONTAINER GROWN s �a ROOTBALLS TO LOOSEN o e a a ROOTS, ENSURE a o v CIRCLING ROOTS DO NOT REMAIN .i'?,u,,,;'"rti`d': ,.,ti .,.:• {i;: :,:;.,,,.; _ =;tf ^:,, 1.G;d i�,,;7. �� ,';'�� ,MS,`.''',�,�3. bit:: �'� }tit' � L tiYta ; MULCH AS SPECIFIED ZbSk ':4a ph"„'."rt'"�_ W A' tPLANTINGSOILAS---------- - - - - 00cY" r; -- SPECIFIED UNDER z `v "�t,t�f r` '< �:p', , 'SOIL PREPARATION' �U) r,;s I- Z U) cA Z o U IY W F- LLI o- INCORPORATE PLANTING co No ?t�,�,_, „ ' / rz/ i i 2 fs. T SOIL MIX INTO SUBSOIL CULTIVATED SUBSOIL AS SPECIFIED, NOTES (11) & (12) UNDER 'SOIL PREPARATION' SEE NOTE (15) UNDER 'SOIL PREPARATION' NOTES: 1) REFER TO NOTES UNDER 'INDIVIDUAL TREE OR SHRUB PLANTING PIT' AND 'TREE AND SHRUB PLANTING' DETAILS FOR GUIDELINES REGARDING PLANT QUALITY, HANDLING, INSTALLATION. "� TYPICAL SHRUB PLANTING IN BEDS SCALE: N.T.S. 12" WIDE #21A GRAVEL SHOULDER 6-0" WIDTH "SET FINAL GRADE TO BALANCE CU 2% CROSS SLOPE IN DIREC- ,L 2" VDOT SM 9.5A ASPHALT WEARING COURSE 8" COMPACTED VDOT 21 A STONE BASE COMPACTED SUBGRADE 12" WIDE #21A GRAVEL SHOULDER - 2" SM -9.5A ASPHALT PATH (TYP) - 6" #21A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED. EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE. (INCREASE TO 8" #21A IN AREAS OF VEHICULAR TRAFFIC) - COMPACTED SUBGRADE (95% STD PROCTOR) ASPHALT PERIMETER TRAIL - NOT IN CONTRACT SCALE: NTS Q w N r_VD A VISION JOINT yv "y v J PLAN 1 Y4" DEEP CONTRACTION /SCORE JOINT, SPACED EVERY 5' O.C.; TYP. .d ^ • n -`X X A X = X X11­11. X R D Oq '= ° . X •- �„ {'`. p..,� ..t� •c.7.s�! -gyp "�.'X,� (�)f7 . SECTION 9 CONCRETE SIDEWALK SCALE: NTS 12' IOTH TROWELED EDGE; qAL :D BROOM FINISH; TYP. "4DICULAR TO DIRECTION OF TRAVEL Y2' EXPANSION JOINT W /Y2' RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR - ENTRAINED WWF 6" X 6" WIA X W1.4 W/ 2" MIN. COVER COMPACTED VDOT #21 A STONE BASE 95% COMPACTED SUBGRADE HANDICAP SIGN - BLUE BACKGROUND, WHITE LETTERING (MUTCD R7 -8 (VIRGINIA) MAY BE SUBSITUTED AS EQUIVILENT) 12" X 12" PENALITY FINE PLACECARD MAY BE ADDED BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL AUTHORITIES) SIGN MUTCD R7 -8B SHALL BE INSTALLED AT SPACES WHICH ARE VAN ACCESSIBLE ONLY AS SHOWN ON PLANS METAL SIGN POST - 84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER THE SIGN FINISHED GRADE CONCRETE FOOTING (CLASS B) 2000 PSI MIN. COMPACTED SUBGRADE V PENALTY $100 - $500 FINE TOW -AWAY ZONE MUTCD R7 -8 (VA) NOTES: 1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U- CHANNEL. POST SHALL HAVE 3/8" DIA, PRE - DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL BE BLACK. 2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.080 ") IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR # 15180) 6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS. 7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART. rl O HANDICAP ACCESSIBLE SIGN #4 REBAR GRID @ 12" O.C. BOTH WAYS ESTABLISH TURF VEGETATION ON SIDE SLOPES EX. GRADE SCALE : NTS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. 1� VDOT STD CG -2 SCALE : NTS 4" 2" R d n l ,I G SEE li 1i a SURFACE NOTE 4 I ti* BASE IL SUBBASE 7" REINFORCED CONCRETE SLAB; 3500 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK 6" COMPACTED VDOT #21A STONE BASE - (OR RECYCLED CONCRETE EQUIVALENT) 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL DUMPSTER PAD SECTION DETAIL SCALE: NTS le ,W ``Zug ON C a • sxe�xe 'L N c c > -� � N 4--J L *.' l S "¢ u L m CL N U 'n �� 'C3 Lu c vo sd b. 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O ' ° &A ✓ � E ° *p . ORE T4 _� � o • 3 1 hp 1 1 I WI 113.° p °'° x ° 'p .� o °' , } p `o .1 (15' HEIGHT '� Y� 2 ° - POLE . 2 *0 3 LIGHT POLE BA�E1 ° -° * 0 p �EX. PROPANE-p .0 J' FFE 499.z C ° ' hop 0 ( p ,1 p ,2 ° ' p .2 D ITIVE° #) o . II 1 13 * h *° p *o 0 13 T,A.,�,NK *p ° o `0 ° .1 0 2 0• w 4 ° . -_ 3 .13, 4 p *0 -° i p ° • hp p * [� REMAIN '0 •° 0 � `i� p .3 p � I hp 1 0 0' 0 p 0• -$ 0� 0-- t T UGP'1 U 1 N A 1'° g 1 p,2 T ° 0 t�s UGE p *2 * O O T° o o° p. 0 G El_..- - E p .13 0 x hp p 0 *0 , 0 0./�Lu ° 2 *3 .2 , 0 *1 6 0 1 ° UGT UG °'° UGT -pUCT UGT QJGT UGT =e UGT -� o' h0 1 3 5 x °' * 6 2 *A. BUS w o• RE- LOCATED 13.- I *o .1 0 *p ,o o ° 0' 1 *0 A a •a e IXtU E T4 I ho •1 2 0 H IGHT) •�, (. 3 TELEPHONE POLE 'p` 0 s • * °'2 UGE UGE UGE UGE UGE o * � � 6 °' ( RE- ROUTED w * .1 I p 9 1 b *0 •° ° * °'1 •2 UNDERGROUND w t� �� f3 r o 6 * • 0 I * TELEPHONE SERVICE PROP. 2 CONDUIT AND O *0 1 2 °' *p • °' hp 1 *p -- a w POWER TO LIGHTS, TYP. "0 1 2 0' *° .3 .p 2 CONTRACTOR TO INSTA 3 hp 1 1 p 2 0 O o *0' 2 -p 1 '�Z)NDUIT TO LIGHT POUF• * 1 1 ° 1 0 2 ° ' 2 LOCATIONS to •3 0 ' h0 ,Z�. p 0 0• 1 EX. WATERLINE _ 2 � 2 `p .1 � 1 jo •1 ho 1 3 -13.3 3 hp ,1 0 I O p o --2 h FIXTURE T3 LU *o p o (15' HEIGHT) * * 'p. p W W W LU W W W W W `(j W -_ J W° °W ° ° 2 W W *o ° 1 °' °� ,Z�. Iro 8'0 1• _ 5 ,p.p ° 1 *p .2 A• 2. 3 0•A *13 0 1 6 0 2 I J ° / Set 1 / an ° ° *p p ° . A U E X �-�C- -� �(,� .0 A x`0 • 1 `2 ,0 x ° •1 I * S 5 EX. UG -POWER - ° 1 san 0 S ° 1,0 O - _ __ _ 0 30(1 7.3 ° 2 ° y =IGHT POLE & AS $ 5 0 J ABANDONED 0 p ° •1 *2 .a 3 3 30(1 30 I 4 6 ,° 1 p .p (ADDITIVEo# 1) _2 1 ,2 2 C NMI ° E oTI- T � on . ��� 3�n 3�n 3�n Don ? 0'2 ° SEPTIC TANK *o ° A TO INSTALL 2" - -°-� 6 �� -0 o • h A x STAA 1 • LIGHT POLE 8. BASE, TYP. CONDUIT TO LIGHT POLE x h� 6 - I 1 '0.1 '3 6 0 - - "" *p o *o •° x (ADDITIVE #1) 1 LOCATIONS FIXTURE T4 .p •1 uG �� *o ,o o 0 0 • - _- AGE Tp .TIXTU T4 x (15 HEIGHT) "1• °'A ,p ,o ° �'� "��E (15' El HT) X3 �/ FIXTURE T3 x 9 I LIG T OLE3&?BASE o ° 1 2 9 o p 1 hp 1 p,2 (15' HEIGHT) VE #1) 1 0 i .p p 9 UGF `p .3 °•° ° X 2 -� - - °- - o• - I 2 p. X X p.1 `0•° 1 °' LIGE `p ,0 p 0 *° . ° 'p •1 * 1 *° ' 1 x ° UGE U G Al (}-. -p ° ° • _ °� 3 *° • GE p 1 0• 1 �* ° °• 0° * 01 *p2 3 ° . °,2 °1 °� ° 01 3 ° x .1 ho ,0 p•1 _n .0 "p. 1• p, LIGHT OLE tA§ 3 x *0 1 (ADDITINE1# 1 1 0 h p p *0 •3 5 I 113.111 -0.13 ° 0 *0 • ° hp ' 1 ° 1 *0 1 hp ' 1 ° . 0 '13.13 ' *p •p ° hp .p °'° 1 °•1 * °.1 ° *0.1 h °'1 I h p °'° *p ,o ° *o•° `p•° °'° p .0 ho ° *° ' p ° ' *p .1 ho •1 *° ° p ° ' *p , 0 `o ° h° ° o ° ' p 113 p o• • ° * o ° p , 0 "p . 0 I 1313 p 0 p `o I *p,0 hop *0 ° p ° *0 ,0 p•0 0'0 °C 0 LO • ° hp • ° .p • 0 h0 • ° *p , ° I 0 ° *° • p .p , 0 p ' *° p `p .0 *0 • ° p 0 ' ap , p *p , 0 � XO • ° p I 0 t0 p _13 , 0 h p 0• 0• r p * 0 0• p GUARD RAIL I U M M ELECTRICAL PANELS EX. 8" ACSA WATERLINE h p ° ° 'p .0 ° *o •° t° . ° p ° - ° ° ° h0 •o \ *o ° ° p 0 ' SCALE: 1" = 20' h ho • p ° • X 'p .0 ' ° "o • ° -C3. ° ° ° o *o 0 p `p . 0 hop ho • ° ° � 0 10' 20' 40' 80' Luminaire Schedule Symbol Qty Label Arrangement LLF Lum. Lumens Description [MANUFAC] 6 T3 SINGLE 1.000 5906 CRZ 24NB -55 3K T3 UN BEACON PRODUCTS Calculation Summary Label CalcType Units Avg Max Min Avg /Min Max /Min Site Area Illuminance Fc 0.40 5.7 0.0 N.A. N.A. Parking Lot Illuminance Fc 0.56 4.8 0.0 N.A. N.A. LIGHTING NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUT -OFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOT CANDLE. 2. EACH LUMINAIRE FIXTURE SHALL HAVE NO TILT. 3. CONTRACTOR SHALL CONFIRM CONSISTENCY OF MATERIAL QUANTITY BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT IMMEDIATELY. ANY REQUESTS FOR LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITING TO THE LANDSCAPE ARCHITECT FOR SUBSEQUENT REVIEW AND APPROVAL BY THE LOCALITY. 4. DEVIATIONS OR SUBSTITUTIONS WITHOUT APPROVAL BY THE LOCALITY ARE UNACCEPTABLE. 5. LIGHTING CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN OF EXTERIOR ELECTRICAL CIRCUITRY TO SUPPORT SITE LIGHTING SYSTEM. ALL LINES RUNNING UNDER PAVEMENT OF ANY TYPE SHALL BE PLACED WITHIN SCHEDULE 40 OR SDR 35 PVC CONDUIT. 6. LIGHTING CONTRACTOR SHALL COORDINATE WITH PROJECT MEP TO ENSURE PROPER SIZING OF ELECTRICAL TRANSFORMERS, ELECTRICAL PANELS, ETC. TO SUPPORT SITE LIGHTING SYSTEM. 7. FINISH OF FIXTURES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. 8. LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) OR A COMBINATION THEREOF. 9. POLES TO BE LOCATED IN ANY VEHICULAR TRAVELWAY OR PARKING AREA SHALL BE MOUNTED ON A 2- FOOT -HIGH CONCRETE PIER. POLE HEIGHTS SPECIFIED ON PLANS ACCOUNT FOR CONCRETE BASES WHERE APPLICABLE. 10. JUNCTION BOXES AND OTHER SIMILAR FIXTURES SHALL BE WATERPROOF. ELECTRICAL OUTLETS TO BE LOCATED ON FIXTURES SHALL BE GFI WITH WEATHERPROOF COVERS. 11. SPILLOVER OF LIGHT FROM EXTERIOR LIGHTING ONTO PUBLIC ROADS AND ADJACENT PROPERTY SHALL NOT EXCEED ONE -HALF ()/2) FOOT - CANDLE UNLESS SPECIFICALLY AUTHORIZED BY THE LOCALITY. 12. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24 -HOUR OPERATION SHALL HAVE INSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN -DAY OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR -HOUR BACKUP. CONTRACTOR SHALL INSTALL THE WATT STOPPER /LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1.800.879.8585 Prepared by: LIGHTING VIRGINIA CENTRAL 40OG -2 Southlake Blvd. Richmond, VA 23236 Tel: 804 - 379 -7777 www.lightingvirginia.com MH = MOUNTING HEIGHT IN FEET NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND /OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND /OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. ti na C .'�N °J a c a 0 >M U N CU 4-J a. c ciz -t7 u3 a. i. p LO T_ r O z V L.L W N O U 1 Z O O 00 z W M ry 00 It- N V 0 Z 1 co r' 3� N � Q m 0- U_ Of� 1 z w w � z w w N � O Q � 0 j z U n Cn 0 w 0 0� Z) O Q z J 2 U r; Vi H w w U) W z �U) O r z CJ7 ZU) U 0 w H w a 00 W z j M Q U CD (D LO r T r r � � N �- N 0 o CO N ADDITIVE #I GuWlttad In LIghtli VIMININ-Contlaill Catalog Number: Type: - TO A'W" Job Name: CRZ/24NB-5513K/T3/UNV/AM/BBT LIGHTING Cladius Crozet Park T3 VIRGINIA Notes: 0�_ I LV-CENTRAL15-19489 row, 02.042010 CRUZER OM) C-IaZar Arm Lurrinalre Max Welgil". 25.0 10 vvvvw,beaconproducts.com Max Wk. 0,60 e0 It Low am" :Xz V'-"3 -138 1K ?2 Uyllp 213F Or= AM sar A a 0 a 0 IF a H I Brackm 5 i12` C)" A. MODEL F F ELECTRICAL OPTIONS [GAZ 01zef M M p phOlOW!, buron 2PF d dual porner fled �A ENGINE-WATTS N NOR f ffr_t",7sarsw33%c:r 0455• aft. wvla - LE array d dinrlp" L@ 3MB-80 Fol0kat • LEO &,ay c cog 01 48INS-110 I TO tU - LED IM WNBA," 136 V&U - LED PM G G. CONTROL OPTIONS *IN= E Ejoip"6 4 C. CCT - COLOR TEMP 13K 30XX H ........... 4K 4003K m m 2 2 VVI CD sip-fill SK K i• 2 2.415"94jftb4 "Z49 D. OPTICS W WM % %.M Mar 72 typo 11 A AM a arm mouraj 173 1rpli fill 74 type IV J J. COLOR TSR IM V recla';6lar 9 93T b bu:,e T30M tra V tqpws -4-:Ajrn U UNIT b b" Mau temiNd Taw type V mj-4 wss V VMT . .fthtftNrbd M13T n niftille brXta Mi=d E. VOLTAGE @ @ZT b bro=UAurvel UNV 112:r2 D DOT d do* brorm textured 347 1147V a a" g gray croft 430 49N o on d dwit Plat= sm=l UNT g graor taftiad UST r rnatatz"I'14"Arod RITT r rpriatak ttmIur- "Aurod owl o old V?,* ken MAL - ---------- -- ­­ ....... . .... MOB ORDERING INFORMATION: V4*-arf ordering a fix" wth-the rnollon cle- tection:option MCB). please specify the appropriate inforniation. These settings we specitecj in 11%a ordering as shown ir, the eximple bcl,'Yov C1a2jj6NS80/A,B/T' ks',,j !8C1U,4,1! Moo. jt,­r MT High lic Dirr Delay Low Le4 Mourring Haight (ft,)z 'rice "MIA 3 347• tr 4WV1-- O g"AAVJYA -err 43118.1110 ;tact avollslt* on INNIS-1 30 a 04ba- &*A)g &w4wli. WkK* Via mui" " aodti 0cornIca DE4 -D4,,. too BWNVWJ bmclit.-po aM insirodlons flor ofting; WU 0.1d Vlow Not a,,fAe WAW 4wvw opt era 2041 581h Avenue Circle East Bradenton, fl 34203 Phone: 1800) 345-4928 Fax: (941) 751-5535 ORDERING reAMe Job Name: LIGHTING Cladius Crozet Park VIRGINIA I Notes: qumben Type: B-55/3K/T3/UNV/AM/BI3T I T3 my. 02.CW201 6 CRUZER W) OA2ar Am LurrInalis Max Wow". 25.0 1133 Max M, 0,80 scl It as Metal: Tia Seacon CM LITUtal'a Is R Pole rrwntad -.urtj -Wra',Allth a 1a 1 rooig-.o We V HZ 10 X H! {LINIVJ, Or I O&V INR cccop3 347V cfWV hjyjL isernt Is f4 LED Ik" ar.;ba I Oottc3l bog fylmm. Intamad oompomits ori t:Wj rdmd it* at IA In& All alectrinal ozrrr zovitn era rellad at '50= hrufs st fal lusd Wd 4':40 9-dant wrielftral pop NIL-217F Nolloae 2. 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Tina cnitt-'x ros'I=Arox aid rw,.M om1!*Jnq w1u-, of 0tM.x ot,.ASTM 0522 oil revs 9wrien9 1TfY34 -.r M 100 Inoh-Pow:!. Op ul lenses o,,*r ewh LED. Aq*rtay Co"llipastleni Tie lurnirtig " beer a CaA lebol aid to rr4,xoo oulmolo fDr 11.04ftiold r4 Clim ult i 'o Me no ! Thir-rA zvau It shall Ic rttact t a klmlira to Iona smw IsNo 144# IcM'Drs, to pa Btu `may t :ttg voce is CV 4cIrprrs Ua CH,40ro ID 'VAga cIrr4 ci-a-rit 99 W.s,"fArj. The Wtory-pir"o- torripeoNfLn Imn a" be 600M NXV Bome Drupripla-4 So to QMA r IF I hmn 1 oparake to assure L70 tstal Leman mahtortarro. r ap4m gut aol;jrtq at � �" Ep arcs a Pent, rce s d i axilrnhsd v array ty c wring tint 1�9 a raga :F� od. as tea a opoollin, lactr ys earn tam oss-ols. aid proptV�wy lad xm pea vw over a Alta terr, 2c,Iorvd by S 5 mr lrrfw wwi nry, Ins W*= owry'; 6 y• f0cm the randiv " Irl M009 Don of the eplif'ot of feducmec mirrit or to mftpa tartcanft'l W I a L I rr & 0 Wrf W1 V 1p� WX 10n or I Nw, Nv. 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Paper*0 and OumMad Ltd Tea 4mnvwbmdc-i tans attitprad thhp,"hV. its r r ett Paay4a0 and GL. Ktaa Maus chase zcylomt V-cbyerr Ltligiddlll sharl oo do4vad to "(all zn", all v1 tp the vnin3lwn mat to fiA pores In aftc,*M! V-4t-sm the •snt & ar litwl,491xi of Its povwszpl,' . Or txdtj %ptirig octrzatim to vis Or,'zo anel be able tc-, co-Wit YAM antr 0-10V cwvtt do-Acas t"collpm:ly &�vm, GOT fooLon TOW en extirplV dimmers. W-1. Tte eoct.4i wrm'ft aoldrpe4rt tomporsuio so L"W Ok*ktt jonlor Iqvn0qrIr4) L Kovolefs reacted; otwMw It Al w1cw ft Dff -aitrzi duvica,m) t* tLmfzn urirpsdeo 6000K 1.0 min 87 CRI Nation Ambatod LwininoWc Deiwr CPZ Litppirvtirn wa r4r-'Ja WkI on o0ona! p;0,.* Irittred (PIP, Tod" mrPor oan,.,k of dafto*V rival" -o.kli 24 (M- v'rie 4WOK = .92 MIR 70 CRI wax, XTO* Pro= tins Iurninak,% morok,-ed rat an 8 Mct npamJng h*;ht Ifti no trwo n W dellgott4 1W 5 r-Inum, ft FAct W Rol;xm 1V-3rn peduoirii Mh S-OM-1-7 .2g, I 3WOK -.75 I'V* leval socofd1no-1. %A1*a_n mcfm Is wa-cted bV Iha P14 torsor, thl kmirpera rowrra to fA %Wzaw W til 14r QtApllt, Rom ccrfieot Bmm Procitnto if p'4s'7. raq 105- mrits v4vr frm star red coffiWrakw. M4ztkal: Larins! ru " soA4*J v.-Ith a r, LF-0 d+, sr t V. I OC V fto o+ 21"N, M b zur ontInLazi affcrh in kvtmw v4r pudwlh. produtt #p*cVk4Vvvv in #AW to dMj*W0=tmWCqL - 2041 68th Avenue Circle East Bradenton, 1134203 Phone- (800) 345-4928 Fax: (941) 751-5535 SPECIFICATION Submitted by Lighting VI bleu- Central Catalog Number: Type: Job Name: RNS-15-40-1 I-DE-PCBL-DM1 9 LIGHTING Cladius Crozet Park POLE LIRGINIA Notes: �Cr'_" 1 LV - CENTRALI5 -19489 Design The selection of the correct pole design Is predicated on the specillo loading requirements of each application. The pdas located In the steel pole chart are designed to withstand dead loads and theoretical dynarn1c; Icaids developed by sustalned winds oll'80 MPH through 100 MPH times the 1.3 gust factoir the combined EPA and the weight of the lurprilinera, light sup. port brackets, and any other attachments cannot exceed the rated EPA or allowabla weight on that pole. Weld'irg All welds shall be of the highest quality and performed by American Welding Sodety cartifed welders corpirbirming to the latest Version of the American Welding Scdety specIficaftm AWS 01.1. Finish AJI poles and mounting brackets are famished vAth a oosting 0 either red oxildefAno primer', factory painted, powder oloated or het -dip g-aWnh:edinswcrder,mk,AthASTMA-123.Mlscallanama hardware Will beg"nLzedicASTMA-163. Exterior fnish top-coatinge are ffAllabie by request. Please contact factoty for dil MVXjCE?j7 Phone: (866) 474-7200 • Fax: (817)924-7049 Aree6m LAA ftP rewtvU11th MlIM 10 alpfiVa shy portim of rail o0il wft4 W1,2 In ardor LitePble io epiarwa P kwaorflant and M*A' ftf ffig" avalstfloy. *DAM,, LIGHTING .VIRGINIA W ADDITIVE #1 sn'trall Catalog Number: Job Name: RNS-15-40-1 1-DE-PCBL-DM19 Cladius Crozet Park Notes: 3FT OF POLE TO BE DIRECT BURIAL Type: POLE v t .,' N '% 0 � * , � -� Number plshiOterji, 00- lira. in - ---- - Ilit} -61'kflbri: eo m EPA W.t EPA VYt -------------- RNS-1040 -11-AB to 70 11 4A 10.5 7.0 -9.0 0,75 x 17 X 3 4.0015,00 19.1 480 15.0 375 12.2 305 LRNS-15-40-11-AS 15 100 11 4.0 105 7,0.9.0 0.75 x 17 x 3 4.00 ,1 5.00 9.6 250 7.4 185 5.9 150 RNS-20.40-11 AD 26 120 11 4.0 10.5 7.0-94 0,75 x 17 x' A 4.0015,00 6,0 150 4,5 150 3.5 125 RNS-ZS.40-11-AB 25 145 11 4.0 10,5 7.0-9.0 0 75 x 17 x 3 4,0015,00 2.9 100 2.0 75 1 A 75 RNS-25-50-1 1 -AS 25 180 11 5.0 10.5 7.0-9.0 015 x 17 x 3 4.0015,00 7.3 180 5,5 150 4.3 1 150 RNS-25-504AS 25 260 7 5.0 10.5 7.0-9-0 0.75 x 17 x 3 4.0015.00 12.1 300 9.4 250 7,5 200 RNS-30-50-1 1 -AD 30 210 11 50 10.5 7.0-9.0 0.75 x 17 x 3 4.0015.00 4.2 150 10 125 23 101 JO RNS-30.50-7-AS 30 305 7 5.0 105 0.75 X 17 X 3 4.00 1 5,00 8.0 200 6.51160 48 125 Pole Shaft DRILLED FOR SINGLE DM19 The pole shall be a one section design fabricated from standard 11 gauge (0.1196") or 7 gauge (0.1793•) steel. Each section shall be fabricated from h,Lgh strorVIA low alloy steal joonforming to A8TMA-500,grade 6, with minimuIrn yield strength of42,OOO psi. Each polla will have a full-length lorioudral wok! and 10111111 be oyllindirlml In orosa-stolen. ease Plate The base plate Is fabrIostodfrom a ttrInWrol quality hot rolled carbon steel plate that meats or oxosad&ASTMA-M w1lb a rrAnImm yield d V"h of 3$,000 poi, The bass plate telescopes the role shaft and Is cirournf5repittal welded top and Mttolnri. The base plate has alotted bdt holes. Hand Hole A rainforood hand "a, hmilrig a nomine[2.61 x 5",oponfing, will he Installed 18" above the bow plate on all poles. Aherld hole cover and attach" herdweralls Included with each hand hole assembly. Agirour4 lug will be vveldewl either an the hand hole frame or CA the inside of the pole opposite the W4 hula depending on the design. And hot Bolts Arichoir bob ars fabirlostot fmirip, a oorpirrilerolol titwilly hot rolled carbon st4al bar " Masts or txoeiads nplifilinvurn yield strength of 65,000 pal. ArKliv bolts are sized accordlirg to each " Oslo and are furnished w1th 2 gallvantzed heavy flax nuts NO 2 gioltvis- Irked flat washers. Anchor bob shag be galvanized a mWrmum of 4" w the ftesided and in scoondarploa with ASTM A-133. Anchor bags will ship Wlt the poles unless eta-who specfed, Follb To I rs_dii 'poia will be provided wtth e*ar a rernclvalbla " cap or 241'0.0. x 4' tenon top (other sizes avall0a), W40 ft Al welds shall be of Me highest Quality and parliolipped by Annarl Welding Society earthed welders cantirming to the latest ver- Con of ft AnWan •eldlN Socqely alwilfication AWS 0111, i;hhlih = VEIR)' FINISH TO MATCH BEACON CRUZER " , mounting bracksta 974 ple1omm ere furhished with is coadlig of either reel oxidtvitic primer, factory pointed. powder coated or hot-dip galvanized to ASTM A-1121. Miscellanom hardware will be gatva%fted to ASTM A-133. Extarlor flnish owtings we avallabila by request. Note Anchw palfams " su!Voof to 611an -e+ Paas: owt;41, ctory plor to owrtnxVon, Anchor BOIL Circle Projection --- 7- Wift A slotled Holes f .ill 02-IS2 El 9022 petal' ,j Phone: (8-66) 474-7200 • Fax- (81"n 0244049 ML AM10M Lea PWB MMNU*b nDta i5dW46 fry Will of 412 091140AM0 *V�air WAIok In Wet LitePole 1A olfwwa Prooist lrwm4mori MA AltrX Aw Nwarim avmalaky' _j 0- C4 0 0 U-1 Co Uj M: Co ZD fie oN C/) Z ne 0 0 U_ U_ O Zo CL OF LIGHT POLE AND BASE LIGHT POLE COVER SEAL EDGES WITH 50 YEAR SILICONE CAULK FINISHED GRADE OF LANDSCAPE ISLAND; SEE PLAN FOR LOCATION 3,000 PSI CAST IN PLACE CONCRETE FOOTING (10) #6 VERTICAL #3 CIRCULAR TIES AT 4�' O.C. (4) GALV. ANCHOR BOLTS, Y4'DIA. X 24" LG. WITH 3" HOOK COMPACTED SUBGRADE 1" SCHED. 40 PVC CONDUIT LIGHT POLE BASE - ADDITIVE #1 : NTS e� 0 " g C C' 7D tlJ j"'.j (u Un M U C ro @ V) U ra Ln CL M C.Z U V, -0 LAj C tIb M &AALAL" TH OP rME Mn Ili L10. NO. 00 CY) 00 9 O CD U_ Z Z W ZZ F- W F_ U) 0� 0 Z 2 LO T_ LO O Z (D W N NO Z 0 0 Z W Z Y- ry n W N 0 0C U' Z) Lj ti cli V_: C/) I­_ W W Z: (,/) U) _j Z U) 0 C/) W Z tpppp W > W W W 0 L) W 0 CL Z 0 0 o :) g o M < 0 (0 (0 to 7 7 7 T-- C\I T_: I- N 00- lia- MalEm- r OF 2041 68th Avenue Circle East Bradenton, 1134203 Phone- (800) 345-4928 Fax: (941) 751-5535 SPECIFICATION Submitted by Lighting VI bleu- Central Catalog Number: Type: Job Name: RNS-15-40-1 I-DE-PCBL-DM1 9 LIGHTING Cladius Crozet Park POLE LIRGINIA Notes: �Cr'_" 1 LV - CENTRALI5 -19489 Design The selection of the correct pole design Is predicated on the specillo loading requirements of each application. The pdas located In the steel pole chart are designed to withstand dead loads and theoretical dynarn1c; Icaids developed by sustalned winds oll'80 MPH through 100 MPH times the 1.3 gust factoir the combined EPA and the weight of the lurprilinera, light sup. port brackets, and any other attachments cannot exceed the rated EPA or allowabla weight on that pole. Weld'irg All welds shall be of the highest quality and performed by American Welding Sodety cartifed welders corpirbirming to the latest Version of the American Welding Scdety specIficaftm AWS 01.1. Finish AJI poles and mounting brackets are famished vAth a oosting 0 either red oxildefAno primer', factory painted, powder oloated or het -dip g-aWnh:edinswcrder,mk,AthASTMA-123.Mlscallanama hardware Will beg"nLzedicASTMA-163. Exterior fnish top-coatinge are ffAllabie by request. Please contact factoty for dil MVXjCE?j7 Phone: (866) 474-7200 • Fax: (817)924-7049 Aree6m LAA ftP rewtvU11th MlIM 10 alpfiVa shy portim of rail o0il wft4 W1,2 In ardor LitePble io epiarwa P kwaorflant and M*A' ftf ffig" avalstfloy. *DAM,, LIGHTING .VIRGINIA W ADDITIVE #1 sn'trall Catalog Number: Job Name: RNS-15-40-1 1-DE-PCBL-DM19 Cladius Crozet Park Notes: 3FT OF POLE TO BE DIRECT BURIAL Type: POLE v t .,' N '% 0 � * , � -� Number plshiOterji, 00- lira. in - ---- - Ilit} -61'kflbri: eo m EPA W.t EPA VYt -------------- RNS-1040 -11-AB to 70 11 4A 10.5 7.0 -9.0 0,75 x 17 X 3 4.0015,00 19.1 480 15.0 375 12.2 305 LRNS-15-40-11-AS 15 100 11 4.0 105 7,0.9.0 0.75 x 17 x 3 4.00 ,1 5.00 9.6 250 7.4 185 5.9 150 RNS-20.40-11 AD 26 120 11 4.0 10.5 7.0-94 0,75 x 17 x' A 4.0015,00 6,0 150 4,5 150 3.5 125 RNS-ZS.40-11-AB 25 145 11 4.0 10,5 7.0-9.0 0 75 x 17 x 3 4,0015,00 2.9 100 2.0 75 1 A 75 RNS-25-50-1 1 -AS 25 180 11 5.0 10.5 7.0-9.0 015 x 17 x 3 4.0015,00 7.3 180 5,5 150 4.3 1 150 RNS-25-504AS 25 260 7 5.0 10.5 7.0-9-0 0.75 x 17 x 3 4.0015.00 12.1 300 9.4 250 7,5 200 RNS-30-50-1 1 -AD 30 210 11 50 10.5 7.0-9.0 0.75 x 17 x 3 4.0015.00 4.2 150 10 125 23 101 JO RNS-30.50-7-AS 30 305 7 5.0 105 0.75 X 17 X 3 4.00 1 5,00 8.0 200 6.51160 48 125 Pole Shaft DRILLED FOR SINGLE DM19 The pole shall be a one section design fabricated from standard 11 gauge (0.1196") or 7 gauge (0.1793•) steel. Each section shall be fabricated from h,Lgh strorVIA low alloy steal joonforming to A8TMA-500,grade 6, with minimuIrn yield strength of42,OOO psi. Each polla will have a full-length lorioudral wok! and 10111111 be oyllindirlml In orosa-stolen. ease Plate The base plate Is fabrIostodfrom a ttrInWrol quality hot rolled carbon steel plate that meats or oxosad&ASTMA-M w1lb a rrAnImm yield d V"h of 3$,000 poi, The bass plate telescopes the role shaft and Is cirournf5repittal welded top and Mttolnri. The base plate has alotted bdt holes. Hand Hole A rainforood hand "a, hmilrig a nomine[2.61 x 5",oponfing, will he Installed 18" above the bow plate on all poles. Aherld hole cover and attach" herdweralls Included with each hand hole assembly. Agirour4 lug will be vveldewl either an the hand hole frame or CA the inside of the pole opposite the W4 hula depending on the design. And hot Bolts Arichoir bob ars fabirlostot fmirip, a oorpirrilerolol titwilly hot rolled carbon st4al bar " Masts or txoeiads nplifilinvurn yield strength of 65,000 pal. ArKliv bolts are sized accordlirg to each " Oslo and are furnished w1th 2 gallvantzed heavy flax nuts NO 2 gioltvis- Irked flat washers. Anchor bob shag be galvanized a mWrmum of 4" w the ftesided and in scoondarploa with ASTM A-133. Anchor bags will ship Wlt the poles unless eta-who specfed, Follb To I rs_dii 'poia will be provided wtth e*ar a rernclvalbla " cap or 241'0.0. x 4' tenon top (other sizes avall0a), W40 ft Al welds shall be of Me highest Quality and parliolipped by Annarl Welding Society earthed welders cantirming to the latest ver- Con of ft AnWan •eldlN Socqely alwilfication AWS 0111, i;hhlih = VEIR)' FINISH TO MATCH BEACON CRUZER " , mounting bracksta 974 ple1omm ere furhished with is coadlig of either reel oxidtvitic primer, factory pointed. powder coated or hot-dip galvanized to ASTM A-1121. Miscellanom hardware will be gatva%fted to ASTM A-133. Extarlor flnish owtings we avallabila by request. Note Anchw palfams " su!Voof to 611an -e+ Paas: owt;41, ctory plor to owrtnxVon, Anchor BOIL Circle Projection --- 7- Wift A slotled Holes f .ill 02-IS2 El 9022 petal' ,j Phone: (8-66) 474-7200 • Fax- (81"n 0244049 ML AM10M Lea PWB MMNU*b nDta i5dW46 fry Will of 412 091140AM0 *V�air WAIok In Wet LitePole 1A olfwwa Prooist lrwm4mori MA AltrX Aw Nwarim avmalaky' _j 0- C4 0 0 U-1 Co Uj M: Co ZD fie oN C/) Z ne 0 0 U_ U_ O Zo CL OF LIGHT POLE AND BASE LIGHT POLE COVER SEAL EDGES WITH 50 YEAR SILICONE CAULK FINISHED GRADE OF LANDSCAPE ISLAND; SEE PLAN FOR LOCATION 3,000 PSI CAST IN PLACE CONCRETE FOOTING (10) #6 VERTICAL #3 CIRCULAR TIES AT 4�' O.C. (4) GALV. ANCHOR BOLTS, Y4'DIA. X 24" LG. WITH 3" HOOK COMPACTED SUBGRADE 1" SCHED. 40 PVC CONDUIT LIGHT POLE BASE - ADDITIVE #1 : NTS e� 0 " g C C' 7D tlJ j"'.j (u Un M U C ro @ V) U ra Ln CL M C.Z U V, -0 LAj C tIb M &AALAL" TH OP rME Mn Ili L10. NO. 00 CY) 00 9 O CD U_ Z Z W ZZ F- W F_ U) 0� 0 Z 2 LO T_ LO O Z (D W N NO Z 0 0 Z W Z Y- ry n W N 0 0C U' Z) Lj ti cli V_: C/) I­_ W W Z: (,/) U) _j Z U) 0 C/) W Z tpppp W > W W W 0 L) W 0 CL Z 0 0 o :) g o M < 0 (0 (0 to 7 7 7 T-- C\I T_: I- N 00- lia- MalEm- r OF Z W ZZ F- W F_ U) 0� 0 Z 2 LO T_ LO O Z (D W N NO Z 0 0 Z W Z Y- ry n W N 0 0C U' Z) Lj ti cli V_: C/) I­_ W W Z: (,/) U) _j Z U) 0 C/) W Z tpppp W > W W W 0 L) W 0 CL Z 0 0 o :) g o M < 0 (0 (0 to 7 7 7 T-- C\I T_: I- N 00- lia- MalEm- r OF (0 (0 to 7 7 7 T-- C\I T_: I- N 00- lia- MalEm- r OF