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HomeMy WebLinkAboutSDP200400023 Plan - Approved 2007-04-25- I n I FAULCONER CONSTRUCTION SITE DATA LEGAL REFERENCE TAX MAP 58 PARCEL 37 SOURCE OF TITLE DEED BOOK 1890 PAGE 151 OWNER MR JACK SANFORD C/O FAULCONER CONSTRUCTION COMPANY 2496 OLD IVY ROAD CHARLOTTESVILLE, VIRGINIA 22903 DEVELOPER SAME AS OWNER PLAN PREPARER ROUDABUSH, GALE AND ASSOCIATES. INC. CONTACT: BRENT NELSON ZONING LIGHT INDUSTRIAL ZMA 129 ZMA 332 OFFICE & SHOP FINAL SITE PLAN IVY, VIRGINIA BUILDING HEIGHT FAULCONER OFFICE BUILDING: 16 FEET FAULCONER SHOP BUILDING: 27 FEET FAULCONER POLE BARNS: 20 FEET SETBACKS BUILDING: * 50' FROM PUBLIC RIGHT 6 RA. ZONING DISTRICTS. PARKING: * 10' FROM PUBLIC RIGHT-OF-WAY * 30' FROM RA ZONING DISTRICTS. BUFFER ZONE: NO CONSTRUCTION OR CLEARING/ GRADING CLOSER THAN 50 FEET FROM AN RA. ZONING DISTRICT. DATUM NORTH AMERICAN VERTICAL DATUM (NAVD) 88. SITE BENCHMARK NAIL AT THE EDGE OF THE PAVEMENT OF DETTOR ROAD. SEE SITE PLAN. MAGISTERIAL DISTRICT SAMUEL MILLER MAGISTERIAL DISTRICT SOURCE OF TOPO AND BOUNDARY SURVEY AERIAL SURVEY: LOUISA AERIAL SURVEYS PHOTOGRAPY DATE: FEBRUARY 17, 2000 FIELD SURVEY: ROUDABUSH, GALE AND ASSOCIATES, INC. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS PROPOSED USE FAULCONER CONSTRUCTION COMPANY HAS PURCHASED PARCEL 37 LOCATED ON TAX MAP 58. THIS PARCEL CONTAINS APPROXIMATELY 27.37 ACRES AND IS UNDEVELOPED EXCEPT FOR THE EXISTING ROAD (BETTOR ROAD). THIS SITE DEVELOPMENT APPLICATION IS FOR THE LOCATION OF FAULCONER CONSTRUCTION'S OFFICE BUILDING AND THEIR MAINTENANCE SHOP AND YARD. THIS SITE PLAN ALSO SHOWS THE FOOTPRINT AND LOCATION OF A RENTAL OFFICE BUILDING (BUILDING "A") THAT WILL BE BUILT IN PHASE TWO. * PORTION OF SITE FOR OFFICE USE: 2.5 ACRES (APPROX.) * PORTION OF SITE FOR CONTRACTOR'S YARD USE: 5 ACRES (APPROX.) :♦P PHASE ONE INCLUDES * ALL GRADING AND SITE DEVELOPMENT/ SITE CONSTRUCTION. * CONSTRUCTION OF FAULCONER OFFICE, SHDP BUILDING, AND POLE BARNS. * PHASE ONE IS TO BEGIN IN THE SPRING OF 2005. PHASE TWO INCLUDES * CONSTRUCTION OF THE PROPOSED OFFICE BUILDING "A". * PHASE TWO IS TO BEGIN IN THE SPRING OF 2007. LAND USE SCHEDULE EXISTING % BUILDING 0 S.F. 0% PAVED 40,076 S.F. 3% (or Gravel) WEST ALONG 40 TRIPS IN 6 TRIPS IN OPEN 1. 152.162 S.F. 97% TOTAL 1, 192.238 S.F.100% ACRES. TRAFFIC GENERATION ROAD PATH PROPOSED % 35, 044 S.F. 3% 229, 728 S.F. 19% 927, 466 S.F. 78% 1, 192, 238 S.F. 100% VEHICLE SIZE LESS THAN 10,000 LBS GREATER THAN 10,000 LBS G.Y.M. G.V.M. PERCENT INDUSTRIAL IN TOTAL SITE EAST ALONG ST. RTE. 22 TRIPS IN 2 TRIPS IN 73B PAST MURRAY SCHOOL 22 TRIPS OUT 2 TRIPS OUT WEST ALONG 40 TRIPS IN 6 TRIPS IN ST. RTE. 738 40 TRIPS OUT 6 TRIPS OUT SLOPE ANALYSIS STORAGE USE PERCENT STORAGE TOTAL ACREAGE FOR TMP 58-37 - 27.37 ACRES. SQUARE FOOTAGE CFff HLSA7PBi TOTAL ACREAGE OF CRITICAL SLOPES. IN TOTAL SITE POLE BARNS 12,960 S.F. * 3.78 ACRES 100 % 1.1 % * 13.81% OF TOTAL SITE AREA OFFICE PARQING LOT SITE LAYOUT, 30 SCALE TOTAL ACREAGE OF ALL CRITICAL SLOPES TO BE DISTURBED. TOTAL BUILDING * 0.85 ACRES PERCENT OFFICE PERCENT OFFICE * 3.1 % OF TOTAL SITE AREA SQUARE FOOTAGE IN BUILDING * 22.48% OF ALL CRITICAL SLOPES * 10" - W221A AGGREGATE BASE MATERIAL SHEET TOTAL ACREAGE OF MANMADE SLOPES TO BE DISTURBED. 23 ---------- * 0.33 ACRES SHEET 8 * 1.21 % OF TOTAL SITE AREA 23 ---------- SITE DETAILS * 8.73% OF ALL CRITICAL SLOPES 9 OF I. Prior to commencement of 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 not accuratel Transportation (V.D.O.T.). This plan as drawn may Y 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 V.D.O.T. 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 maximium allowable slope is 2:1(horizontal:vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 5. Paved, rip -rep 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). FLOOR AREA RATIO pnduWal, Office, Storage) INDUSTRIAL USE TOTAL BUILDING INDUSTRIAL USE SQUARE FOOTAGE SQUARE FOOTAGE PERCENT INDUSTRIAL IN BUILDING PERCENT INDUSTRIAL IN TOTAL SITE MAINTENANCE 15,540 S.F. 13,721 S.F. 89.0% 1.15% SHOP SIDEWALK: 250 * 4' - /214A BASE STONE STORAGE USE * 4" CONCIETTE LAND TO CONSTRUCT A TURN LANE (SHOWN ON SITE PLAN). '904,9 TOTAL BUILDING STORAGE USE PERCENT STORAGE PERCENT STORAGE SQUARE FOOTAGE SQUARE FOOTAGE IN BUILDING IN TOTAL SITE POLE BARNS 12,960 S.F. 12,960 S.F 100 % 1.1 % OFFICE USE OFFICE PARQING LOT SITE LAYOUT, 30 SCALE * 8" - /21ki AGGREGATE BASE MATERIAL TOTAL BUILDING OFFICE USE PERCENT OFFICE PERCENT OFFICE SQUARE FOOTAGE SQUARE FOOTAGE IN BUILDING IN TOTAL SITE FAULCONER 13,086 S.F 13.088 S.F 100 % 1.1 % OFFICE G BUILDING ""A" PARKING SICHEDULE PHASEONEE F ��OFPIIFFFR[OYEES @ 1 PARKING SPACE/ EMPLOYEE = 18 PARKING SPACES * 0 OFFICE FACILITY VEHICLES @ 1 PARKING SPACE/ VEHICLE = 0 PARKING SPACES * TOTAL RPARKING SPACES REQUIRED = 18 PARKING SPACES * TOTAL (PARKING SPACES PROVIDED = 30 PARKING SPACES NOTE: THE VIOLATTION OF THE 20% RULE ( 4.12.4 (A)) REQUIRES AN APPROVED PARKING MODIFICATION. SUCH A MODIFICATION HAS BEEN APPROVED BY THE ZONNING ADMINISTRATOR (4-30-04). FAULCONER * BHOP AND YARD IMG SPACE/ EMPLOYEE = 12 PARKING SPACES * 2 COMPANY VEHICLES @ 1 PARKING SPACE/ VEHICLE - 2 PARKING SPACES * TOTAL PAARKING REQUIRED (SHOP G YARD) - 14 SPACES * TOTAL PAARKING PROVIDED = 17 SPACES * LOADING SPACE REQUIRED - 13,721 S.F. @ i SPACE/10,000 S.F - 1 SPACE * LOADING SPACE PROVIDED = 1 SPACE TOTAL PARKKING REQUIRED IN PHASE ONE - 32 SPACES TOTAL PARWKING PROVIDED IN PHASE ONE - 47 SPACES 4..�.:T4L,I7 'F91 B1fkI FNG .A. * @ 80% = 5.621 S.F. NET * 5,621 ES.F. @ 1 PARKING SPACE/ 200 S.F. = 28 PARKING SPACES TOTAL PARMING REQUIRED IN PHASE TWO - 26 SPACES TOTAL ADORTIONAL PARKING PROVIDED IN PHASE TWO - 23 SPACES PARKING FTDR PHASES i + 2 TOTAL PARKING REQUIRED - 60 SPACES TOTAL PARKING PROVIDED - 70 SPACES PAVING SIIMECIFlCATIONS * 0.85 ACRES (TOTAL) - 0.33 ACRES (MANMADE) - 0.52 ACRES NATURAL CRITICAL SLOPESI * 1.9% OF THE TOTAL SITE AREA. * 13.75% OF ALL CRITICAL SLOPES. N0ffl MDFGRICJ(LSAPSDEVBAPWFOR@VAIDOFFICEAFEAS TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR CONBTRUCTION Of THE SHOP AREA * 0.45 ACRES * 1.64 % OF TOTAL SITE AREA * 11.9% OF ALL CRITICAL SLOPES * PLEASE NOTE: 0.33 OF THE 0.45 ACRES DISTURBED ARE MANMADE SLOPES THEREFORE THE NET NATURAL CRITICAL SLOPE TO BE DISTURBED IS 0.12 ACRES. TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR CONSTRUCTION OF THE OFFICE AREA * 0.04 ACRES * 0.15 % OF TOTAL SITE AREA * 1.05% OF ALL CRITICAL SLOPES ...ME TOTAL AGREIGE OF NATURAL CRITICAL SLOPES DISTURBED FOR CONSTRUCTION OF THE OFFICE AND SHOP MEAS * 0.12 ACRES (SHOP AREA) + 0.04 ACRES (OFFICE ARA) - OAS ACRES * 0.58% OF THE TOTAL SITE AREA. * 4.23% OF ALL CRITICAL SLOPES. BRENmMOFDRTMSAPSDEVB.OPMWFOR STREAYW46W 8 TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR STREAM CROSSINGS * 0.36 ACRES * 1.32 % OF TOTAL SITE AREA * 9.52% OF TOTAL AREA OF CRITICAL SLOPES NOTE: THE FEBRUARY 4, 2003 COUNTY STAFF REPORT STATES THAT THIS DISTURBANCE WAS DEEMED "NECESSARY TO PROVIDE REASONABLE ACCESSTO THE SITE .... THERE IS NO REASONABLE ALTERNATIVE LOCATION OR ALIGNENT TO PROVIDE ACCESS TO THE USABLE PORTIONS OF THE SITE". ADDIIIOIUL NOTE: THIS SITE PLAN REFLECTS A REDUCTION IN THE ROAD WIDTH (BETTOR PLACE) FROM 24 FEET DOWN TO 18 FEET. IT ALSO REFLECTS A CHANGE IN THE ROAD EMBANKMENT SLOPES FROM 3:1 TO 2:1. THESE REVISIONS WERE MADE UNDER THE DIRECTION OF THE ALBEMARLE COUNTY ENGINEERING DEPARTIENT. NOTES PLAN SCALE AND DIMENSIONS: * 00 NOT SCALE THESE DRAWINGS. USE THE DIMENSIONS AS SHOWN INSTEAD OF SCALING THE DRAWING. BRING ANY DISCREPANCIES TO TO THE ATTENTION OF THE SITE ENGINEER. * IT IS THE CONTRACTOR'S RESPONSIBLITY TO FIELD VERIFY ALL DIMENSIONS. UTILITIES: * IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. SIGNAGE: * THE LOCATION AND DESIGN OF ANY PROPOSED SIGNS WILL BE SUBMITTED SEPARATELY. LANDSCAPING: ALL TREES THAT ARE TO BE SAVED ARE TO BE FLAGGED PRIOR TO ANY GRADING OR CONSTRUCTION. LIG"NG: * THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. FLOOD ZONES PARCEL 37 AS SHOWN ON TAX MAP 58 AND PART OF THIS DEVELOPMENT PLAN LIE WITHIN ZONE C ENTITLED "AREAS OF MINIMAL FLOODING" AS SHOWN ON FLOOD INSURANCE MAP COMMUNITY PANEL NUMBER 510006 0215 B EFFECTIVE DATE DECEMBER 16. 1980. WATER RESOURCE AREA * THE SITE LIES WITHIN A WATER SUPPLY PROTECTION AREA. RESERVOIR WATERSHED * THIS SITE LIES WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED. EMPLOYEM * THERE WILL BE A MAXIMUM OF 30 EMPLOYEES PER SHIFT. * THE OFFICE MILL HAVE 18 EMPLOYEES. * THE SHOP WILL HAVE 12 EMPLOYEES. EXPLOSIVES * STORAGE OF DYNAMITE BLASTING CAPS AND OTHER EXPLOSIVES IS PROHIBITED ON THIS SITE. FOR THE PURPOSES OF THIS CONDITION STORAGE SHALL MEAN THE EXISTENCE OF THESE MATERIALS ON THE SITE FOR MORE THAN FOUR (4) CONSECUTIVE HOURS ON ANY ONE DAY. FIRE PROTECTION: * NONE OF THE PROPOSED BUILDINGS WILL BE OUTFITTED WITH A SPRINKLER SYSTEM.. * BOTH PROPOSED OFFICE BUILDINGS 00 NOT REGUIRE SPRINKLING DUE TO THEIR SIZE. * THE PROPOSED MAINTENANCE BUILDING WILL HAVE MASONRY WALLS CONFIGURED SO AS TO LIMIT THE LARGEST UNDIVIDED AREA TO 10,600 S.F. TRASH FAULMNER OFFICE G OFFICE BUILDING "A" * AL TRASH IS TO BE STORED IN CANS LOCATED INSIDE OF THE BUILDINGS. FAULCONER MAINTENANCE YARD * ALL TRASH IS TO BE DISPOSED OF IN DUMPSTER - SHOWN ON PLAN. WATER/ SEWER * THIS PROJECT WILL USE LESS THAN 400 GALLONS OF WATER PER ACRE PER DAY, AND AND NO OTHER SEWAGE OTHER THAN DOMESTIC WASTE WILL BE CREATED. ELECTRIC UTILITY * ALL PROPOSED ELECTRIC SERVICE LINES WILL BE UNDERGROUND. EASEMENT PLATS DUMPSTER PAD: * 5" PLAl1.M PORTLAND CEMENT CONCRETE THE FOLLOWING PLATS HAVE BEEN DEVELOPED AND APPROVED MECHUMS RIVER zso SITE AS A PART OF THIS SITE DEVELOPMENT PLAN AND APPROVAL. SIDEWALK: 250 * 4' - /214A BASE STONE 1 RIGHT-OF-WAY DEDICATION PLAT GIVING VOOT THE REQUIRED * 4" CONCIETTE LAND TO CONSTRUCT A TURN LANE (SHOWN ON SITE PLAN). '904,9 MURRAY THIS PLAT IS RECORDED IN DEED BOOK 2783 ON PAGE 33. SCHOOL ROADS LITTLE IVY CREEK 679 * 10" - 021AA AGGREGATE BASE MATERIAL 2. PLAT SHOWING PROPOSED ACCESS EASEMENT ACROSS THE PARKING * 2" - BNI- 2 LOT OF TMP 58-37B - PROVIDING ACCESS TO THE STORM FACILITY * 2" - SNI- 2A NEXT TO THE TRAIN TRACK. THIS PLAT IS RECORDED IN DEED BOOK 4 2833 ON PAGE 440. OFFICE PARQING LOT SITE LAYOUT, 30 SCALE * 8" - /21ki AGGREGATE BASE MATERIAL 3. PLAT SHOWING PROPOSED ACCESS EASEMENTS FOR BMP STORM * 2" - 8111- 2 FACILITIES AND AN ADDITION TO THE EXISTING 100 FOOT STREAM * 2" - SM N- 2A BUFFER (PART OF MITIGATION PLAN). THIS PLAT IS RECORDED IN EQUIPMENT YAARD AREA DEED BOOK 2820 ON PAGE 187. * 10" - W221A AGGREGATE BASE MATERIAL SHEET * 0.85 ACRES (TOTAL) - 0.33 ACRES (MANMADE) - 0.52 ACRES NATURAL CRITICAL SLOPESI * 1.9% OF THE TOTAL SITE AREA. * 13.75% OF ALL CRITICAL SLOPES. N0ffl MDFGRICJ(LSAPSDEVBAPWFOR@VAIDOFFICEAFEAS TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR CONBTRUCTION Of THE SHOP AREA * 0.45 ACRES * 1.64 % OF TOTAL SITE AREA * 11.9% OF ALL CRITICAL SLOPES * PLEASE NOTE: 0.33 OF THE 0.45 ACRES DISTURBED ARE MANMADE SLOPES THEREFORE THE NET NATURAL CRITICAL SLOPE TO BE DISTURBED IS 0.12 ACRES. TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR CONSTRUCTION OF THE OFFICE AREA * 0.04 ACRES * 0.15 % OF TOTAL SITE AREA * 1.05% OF ALL CRITICAL SLOPES ...ME TOTAL AGREIGE OF NATURAL CRITICAL SLOPES DISTURBED FOR CONSTRUCTION OF THE OFFICE AND SHOP MEAS * 0.12 ACRES (SHOP AREA) + 0.04 ACRES (OFFICE ARA) - OAS ACRES * 0.58% OF THE TOTAL SITE AREA. * 4.23% OF ALL CRITICAL SLOPES. BRENmMOFDRTMSAPSDEVB.OPMWFOR STREAYW46W 8 TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR STREAM CROSSINGS * 0.36 ACRES * 1.32 % OF TOTAL SITE AREA * 9.52% OF TOTAL AREA OF CRITICAL SLOPES NOTE: THE FEBRUARY 4, 2003 COUNTY STAFF REPORT STATES THAT THIS DISTURBANCE WAS DEEMED "NECESSARY TO PROVIDE REASONABLE ACCESSTO THE SITE .... THERE IS NO REASONABLE ALTERNATIVE LOCATION OR ALIGNENT TO PROVIDE ACCESS TO THE USABLE PORTIONS OF THE SITE". ADDIIIOIUL NOTE: THIS SITE PLAN REFLECTS A REDUCTION IN THE ROAD WIDTH (BETTOR PLACE) FROM 24 FEET DOWN TO 18 FEET. IT ALSO REFLECTS A CHANGE IN THE ROAD EMBANKMENT SLOPES FROM 3:1 TO 2:1. THESE REVISIONS WERE MADE UNDER THE DIRECTION OF THE ALBEMARLE COUNTY ENGINEERING DEPARTIENT. NOTES PLAN SCALE AND DIMENSIONS: * 00 NOT SCALE THESE DRAWINGS. USE THE DIMENSIONS AS SHOWN INSTEAD OF SCALING THE DRAWING. BRING ANY DISCREPANCIES TO TO THE ATTENTION OF THE SITE ENGINEER. * IT IS THE CONTRACTOR'S RESPONSIBLITY TO FIELD VERIFY ALL DIMENSIONS. UTILITIES: * IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. SIGNAGE: * THE LOCATION AND DESIGN OF ANY PROPOSED SIGNS WILL BE SUBMITTED SEPARATELY. LANDSCAPING: ALL TREES THAT ARE TO BE SAVED ARE TO BE FLAGGED PRIOR TO ANY GRADING OR CONSTRUCTION. LIG"NG: * THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. FLOOD ZONES PARCEL 37 AS SHOWN ON TAX MAP 58 AND PART OF THIS DEVELOPMENT PLAN LIE WITHIN ZONE C ENTITLED "AREAS OF MINIMAL FLOODING" AS SHOWN ON FLOOD INSURANCE MAP COMMUNITY PANEL NUMBER 510006 0215 B EFFECTIVE DATE DECEMBER 16. 1980. WATER RESOURCE AREA * THE SITE LIES WITHIN A WATER SUPPLY PROTECTION AREA. RESERVOIR WATERSHED * THIS SITE LIES WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED. EMPLOYEM * THERE WILL BE A MAXIMUM OF 30 EMPLOYEES PER SHIFT. * THE OFFICE MILL HAVE 18 EMPLOYEES. * THE SHOP WILL HAVE 12 EMPLOYEES. EXPLOSIVES * STORAGE OF DYNAMITE BLASTING CAPS AND OTHER EXPLOSIVES IS PROHIBITED ON THIS SITE. FOR THE PURPOSES OF THIS CONDITION STORAGE SHALL MEAN THE EXISTENCE OF THESE MATERIALS ON THE SITE FOR MORE THAN FOUR (4) CONSECUTIVE HOURS ON ANY ONE DAY. FIRE PROTECTION: * NONE OF THE PROPOSED BUILDINGS WILL BE OUTFITTED WITH A SPRINKLER SYSTEM.. * BOTH PROPOSED OFFICE BUILDINGS 00 NOT REGUIRE SPRINKLING DUE TO THEIR SIZE. * THE PROPOSED MAINTENANCE BUILDING WILL HAVE MASONRY WALLS CONFIGURED SO AS TO LIMIT THE LARGEST UNDIVIDED AREA TO 10,600 S.F. TRASH FAULMNER OFFICE G OFFICE BUILDING "A" * AL TRASH IS TO BE STORED IN CANS LOCATED INSIDE OF THE BUILDINGS. FAULCONER MAINTENANCE YARD * ALL TRASH IS TO BE DISPOSED OF IN DUMPSTER - SHOWN ON PLAN. WATER/ SEWER * THIS PROJECT WILL USE LESS THAN 400 GALLONS OF WATER PER ACRE PER DAY, AND AND NO OTHER SEWAGE OTHER THAN DOMESTIC WASTE WILL BE CREATED. ELECTRIC UTILITY * ALL PROPOSED ELECTRIC SERVICE LINES WILL BE UNDERGROUND. 0:\RGA\BNELSON\3423RAULCONER\FINAL SITE PLAN\3423 REVISION_10-27-04.pro c T w 676 AV.� MECHUMS RIVER zso SITE s7e O G COMMUNITY OEV 250 738 1 H4IVY Z' 23 ---------- '904,9 MURRAY 2 SCHOOL 23 ---------- LITTLE IVY CREEK 679 706 3 VICINITY MAP 23 ---------- SCALE: V = 2000' SHEET 4 OF 0:\RGA\BNELSON\3423RAULCONER\FINAL SITE PLAN\3423 REVISION_10-27-04.pro c U AV.� DEPT. OF PLANNING VIRGINIA DEPT. OF HIGHWAYS G COMMUNITY OEV TABLE OF CONTENTS SHEET 1 OF 23 ---------- COVER SHEET SHEET 2 OF 23 ---------- EXISTING CONDITIONS 100 SCALE SHEET 3 OF 23 ---------- OVERVIEW 60 SCALE SHEET 4 OF 23 ---------- SITE LAYOUT, 30 SCALE SHEET 5 OF 23 ---------- SITE LAYOUT, 30 SCALE SHEET 6 OF 23 ---------- SITE LAYOUT, 30 SCALE SHEET 7 OF 23 ---------- SITE LAYOUT. 40 SCALE SHEET 8 OF 23 ---------- SITE DETAILS SHEET 9 OF 23 ---------- STORM PROFILES SHEET 10 OF 23 -------- STORM PROFILES SHEET 11 OF 23 -------- DRAINAGE SUMMARY SHEET 12 OF 23 --------- LANDSCAPE PLAN, 30 SCALE SHEET 13 OF 23 --------- LANDSCAPE PLAN, 30 SCALE SHEET 14 OF 23 --------- LANDSCAPE PLAN, 40 SCALE SHEET 15 OF 23 --------- LANDSCAPE PLAN, DETAILS SHEET 16 OF 23---------- LANDSCAPE PLAN, 100 SCALE SHEET 17 OF 23 --------- LIGHTING PHOTOMETRIC, 30 SCALE SHEET IS OF 23 --------- LIGHTING PHOTOMETRIC, 30 SCALE SHEET 19 OF 23 --------- LIGHTING DETAILS SHEET 20 OF 23 --------- LIGHTING DETAILS SHEET 21 OF 23 --------- LIGHTING DETAILS SHEET 22 OF 23 --------- LIGHTING DETAILS SHEET 23 OF 23 --------- LIGHTING DETAILS 0:\RGA\BNELSON\3423RAULCONER\FINAL SITE PLAN\3423 REVISION_10-27-04.pro c U AV.� DEPT. OF PLANNING VIRGINIA DEPT. OF HIGHWAYS G COMMUNITY OEV W U 0 2 � S CnQ �aaJ DEPT. OF ENGINEERING VIRGINIA DEPT401 ALT Old am 2 N/A DEPT. OF ZONING ALBEMARLE COUNTY jxx8 SERVICE AUTHORITY It al Z ALB MARLS COUNTY FIRE OFFICIAL ALBEMARLE COUNTY BUILDING OFFICIAL to 0:\RGA\BNELSON\3423RAULCONER\FINAL SITE PLAN\3423 REVISION_10-27-04.pro c FILE NUMBER 3423111 SHEET 1/23 U 41 b b �2so HA Z 7 D w Z W U 0 2 � S CnQ �aaJ �2 W Old am 2 W 0 O V jxx8 It al Z to LU REVISIONS REVISIONS ori -p ai s CWTO ANAL F.A�BNCtYe A CCTCMW31 Yl, fI00a P.C. COMMBAB DATE APRIL 1, 400 0 D d Z I= =g ZEE di 8WW U ZO t LL FILE NUMBER 3423111 SHEET 1/23 I L z 676. A\ X675 x x 522.5 x622 x ptsf,V,7 �QY SB3jC ttvIaS�*IS _"'CA PI ",58,3;,C, 1.4�'il i y C,17.��', x P ri 0 n O -01 CoF.P. 161hy4St x61 614.3 CD { f! a 614.2 \ t, ¢ \\------ — \ p�N_ x dFy 7 TIP 58-37A 10NING P.A. WIER ALBOWU COUNTY SCHOOL BOARD PRESENT USE: MIPBAY SCHOOL 0 0 n 0 0 00 Ll DENOTES GROUPS OF EXISTING TREES PREDOMINATELY DECIDUOUS IN TYPE. 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I ; 20.5 % •Jl rl; ,!% i tj(1 I �, V 3,`ILS Gin tr } �� m r fl`ril(( •�j t I I I 0:\RGA\BWLSON\3423-FAULCONER\FINAL SITE PLAN\3423-REVI ION 10-27-04.pro FILE NUMBER 3423 SHEET 7/23 m ^W = a a 5� zo ¢ Z C4 w s� U Co' Z Wsia0 Z y Z \ e W ZO 0 W RE ofW REVISIONS APFUL2C. 2004 ZONMOI Cw m JULY 20, 2004 EW.CKM ALPM ERM EASE doom DATE APRIL 1, 200{ sGnLE 1•=40' CONTOUR INTERVAL 1 & 2 FEET 0 IL $ 0 Os 8g W rrL ZO ml J FILE NUMBER 3423 SHEET 7/23 661 55 64 6: 6; 6 P u, uYuu �.w SCALE: HORIZ.: 1" = 50' VERT.: I " = 10' K6 65( 641 631 621 61 60 59 3 ROAD PROFILE STREAM GROSSIN6 TO MAINTENANCE SHOP IWOESS Al BASE 0,,4 CMeMESSICN AT lOF IBS. SO. Fr. AREA W SECTOR SO. Ii. E 6]] ].6] S r-1$" ATOS 0.51 4 •• r.T/` Lxe Sm S E :'-O- 'FEW B.q 6 - Y-4�" 20.2 VA3 ] I y -e- 23M u5] 5 JULY 80. 2W4 SNCL CMTS r-2%- ]7]0 IZQ 6 —1p 3054 ELM P - 4'-0- 3306 25.0 R p.4�• MIS 00.0 R / a• 9%11 4060 SEAS O O 6.4$' ABI 40.0 N - 5•-vA- O# 2•00% 2.00% - tLNV LrNI 0041 sill CSR gam TLi m > Rau m / E n ¢ AS u/ �y � H� Gl 19 LC 45.00 EEi m u Cge Jew I � LLyy nGi o EXISTINSE S� V 36 FLP LC I PT Ste 0+50 67 L PT ELEV 618 00 LLD `''3x D TV a- N E uJi /\ H a I !0 � J / / (0 S.: \ ITpp i u B \ p' -4-RCP 10 LUN PTS a 2+6 .79 LOX PT EV 61i.07 LC 23 .00 90 !RID 44CO 4+50 uYuu �.w SCALE: HORIZ.: 1" = 50' VERT.: I " = 10' K6 65( 641 631 621 61 60 59 3 ROAD PROFILE STREAM GROSSIN6 TO MAINTENANCE SHOP U+UV v"W 1•vu 1TJv c•vN SCALE: ROAD PROFILE HORIZ.: I" = 50' STREAM GROSSING VERT.: I" = 10' ENTRANCE INTO SITE: 40 30 20 110 i00 Me 380 so u•1 40 30 .20 SO] 40 i90 FARIE" ar ,IwR ISE WAR"WE W . A T 1F WATER STOPS r0 BE ELASTO ERI DR OrNER . OIOED y- PREWOLCED WTERIN, MCxyg6 y " ARE ASS XUTE YMLN. ,PMT FILLER r4 I EAPNKP! JOINTS AT NTERVNS NOT EXCEEOAQ 50. n S INNER OF W L WATERS"' TOP OF W L SEE MTN. EIE, FEE NCYCO ANi IEMNL OF TIRCX Ej5 WNL Ar iW 7E' x FEE 'A- x I[Er IWOESS Al BASE 0,,4 CMeMESSICN AT lOF IBS. SO. Fr. AREA W SECTOR SO. Ii. E 6]] ].6] S r-1$" ATOS 0.51 4 •• r.T/` Lxe Sm S E :'-O- 'FEW B.q 6 - Y-4�" 20.2 VA3 ] •• y -e- 23M u5] 5 JULY 80. 2W4 SNCL CMTS r-2%- ]7]0 IZQ 6 E 3054 ELM P - 4'-0- 3306 25.0 R p.4�• MIS 00.0 R a• 9%11 4060 SEAS O - 6.4$' ABI 40.0 N - 5•-vA- O# 2•00% 2.00% - 6-0- 0041 sill CSR gam TLi m > Rau m / E n u/ �y � Gl LC 45.00 EEi m u Jew I � LLyy nGi o EXISTINSE S� V 36 FLP LC I PT Ste 0+50 67 L PT ELEV 618 00 LLD D U+UV v"W 1•vu 1TJv c•vN SCALE: ROAD PROFILE HORIZ.: I" = 50' STREAM GROSSING VERT.: I" = 10' ENTRANCE INTO SITE: 40 30 20 110 i00 Me 380 so u•1 40 30 .20 SO] 40 i90 FARIE" ar ,IwR ISE WAR"WE W . A T 1F WATER STOPS r0 BE ELASTO ERI DR OrNER . OIOED y- PREWOLCED WTERIN, MCxyg6 y " ARE ASS XUTE YMLN. ,PMT FILLER r4 I EAPNKP! JOINTS AT NTERVNS NOT EXCEEOAQ 50. n S INNER OF W L WATERS"' TOP OF W L SEE MTN. EIE, FEE NCYCO ANi IEMNL OF TIRCX Ej5 WNL Ar iW 7E' x FEE 'A- x I[Er IWOESS Al BASE 0,,4 CMeMESSICN AT lOF IBS. SO. Fr. AREA W SECTOR SO. Ii. rv.0" 6]] ].6] S r-1$" ATOS 0.51 4 •• r.T/` Lxe Sm S :'-O- 'FEW B.q 6 - Y-4�" 20.2 VA3 ] •• y -e- 23M u5] 5 JULY 80. 2W4 SNCL CMTS r-2%- ]7]0 IZQ 6 l' T/- 3054 ELM P - 4'-0- 3306 25.0 R p.4�• MIS 00.0 O a• 9%11 4060 SEAS O - 6.4$' ABI 40.0 N - 5•-vA- O# .6.51 1s - 6-0- 0041 sill OF WNL ♦WATE S- wAiCRSrCV H N[ 41 W FT. A BAY AIp x EMT... LBS. CONF%rC • W I.M. NGLE OF MPoY I%rIORTWA R1FlOP y, . N6 O l 6 wES. R• 8 w. 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NLUmN SOLS.EIC...................._............._..................... IA00 2.000 LBS.SO.rL DEPT. OF WNL N ERMINE) WTERNRD BY CONDITIONS, TO BE NOF LESS T.M n6-, Mam.,'[N, CONCRETE GRAVITY RETAINING WALL - LEVEL BACKFILL aM MORA OEPMTMUF aF m/xsroxrATPx 4D1.o PLAN VIEW WITHIN THE LIMITS OF PHASE 2 GONSTRUGTION 5GALE: 1" 30' NOTE: THI5 PLAN DENOTE5 A ROUGH GRADING PLAN FOR THE PORTION OF THE 51TE DE5I6NATED AS PHASE 2. DURING PHASE I, THI5 AREA 15 TO BE GRADED A5 SHOWN AND THEN 5TA5ILIZED WITH 6RA55. NO BUILT IMPROVEMENTS ARE TO TAKE PLAGE WITHIN THE OUTLINED LIMITS UNTIL PHASE 2 OF GON5TRUGTION. 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423j1EVISIONJ0-27-04.pro -11A =3:2 SHEET W23 m � � 2 ID ll b Q�g CD vI V J CIO Q2�'sa W Q Q Z WQ 0 v W W Z Uzi REVISIONS JULY 80. 2W4 SNCL CMTS DATE JUNE o, 2004 O L i �� �ag Z 8Wcc0 JG ZO M�//) W J =3:2 SHEET W23 I � i 1 i l • war PAD � .` \ :,.;..: , s �I 6 660 1 650— ,i n 1 q � i \ � � i ✓� ` b� \ 6 640 630— 630 1 1, i i \a'0e l+ , � � ��,� � i' i t , � � d0 \bs• 636 / .a 6 620 lei r r� s� a t,l� ` r 610 I 0.00 0+50 I+00 1+50 2+00 2, rO 5+00 3+50 610 �' APq, 50 t& _, n' 7 blb b� _ f 630 •,,`~ r � �\��"`•... ' � r -,.,�•�^^�. _ " 1 v�d-� ' .,,.. • _ r=r �}�,� r NX ,\ w ✓� 620 --='d — ,s .�`'.'.•... �,� _ J /,. / r 61 610 ZL �\ •'� ,,,,..� ' __ ' s''`ue %-" r , \ �,\ }<\` � ,,.,��� �/�,'� 0+00 0+50 1+00 1+50 2+00 2+50 600ole f'�i ,^ �3 62 620 �I.i ;`i. IOU PLAN VIER Lr7 61blo 5GALE: 1" = 40' 600 600 11 59 590 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 5+00 0: SITE PLAN\34233EVISION_10-27-04. pro , ry' m — y O— Q �f Q mq D 650 o z Z 640 o> (L g2pp GRADE Z t 6 640 U 8 '11 � � � VO � m' sz 02 W cQv •��'—' LLI Q �Q o� g � 0 V �W W 2IL cv u2 ; OW�= a REVISIONS Q mq JULY 00, 2004 Qui. cera DATE APRIL 7, 200 PLAN SCALE PROFILE SCALE rroRrz: +• - ea vERr.: r - is ° � 0 O z Z =�OS U 2 ��Q PRS, 6RAOE o� Q I JI y3 l PROP GRADE N tT Z� / EXIST. GRAD ink v O N 4 Clz try 6 640 U 8 '11 b m 5� sz 02 W d1 cn LLI Z o� g 0 �W W 2IL � OW�= a REVISIONS APRIL40, soot ZOtNNO CMi9 JULY 00, 2004 Qui. cera DATE APRIL 7, 200 PLAN SCALE PROFILE SCALE rroRrz: +• - ea vERr.: r - is ° 0 O z =�OS U 2 ��Q PRS, 6RAOE 0 80 � Q I JI y3 l N tT Z� / EXIST. GRAD 630 U 8 '11 b m 5� sz 02 W cn LLI Z o� g 0 �W W 2IL Z W a_ WW OW�= a REVISIONS APRIL40, soot ZOtNNO CMi9 JULY 00, 2004 Qui. cera DATE APRIL 7, 200 PLAN SCALE PROFILE SCALE rroRrz: +• - ea vERr.: r - is 0 z =�OS U 2 ��Q 0 80 � Q I JI N tT Z� / EXIST. GRAD fl iQ Q N � N D � o .o � m FILE NUMBER 3423 SHEET 9/23 U 8 '11 b m 5� sz 02 W cn LLI Z o� g 0 �W W 2IL Z W a_ WW OW�= a REVISIONS APRIL40, soot ZOtNNO CMi9 JULY 00, 2004 Qui. cera DATE APRIL 7, 200 PLAN SCALE PROFILE SCALE rroRrz: +• - ea vERr.: r - is 0 z =�OS U 2 ��Q 0 80 � Q I JI FILE NUMBER 3423 SHEET 9/23 ��,.- ���-�. -.-. �� �• fierce :7C �� �� IL � r Will g pz, v © ' MIN w • , 1 �" �,G1 _lJil���} �=�'i�i 'fir. � y«C►��i�� in�� I - Rol- j•:'IUU . , , • •d: � dj1 I • .. .. ,• . .. 177 W 0 5R ,oE r RCP ^ • F7 7 01 Lt -O O / Ile ® REVISIONS JULY sa wos 1]90. arra DATE APRIL Ill 2004 PLAN S7r] 1' - PROFILE SCALE I,oRIZ: ,• -ISO' FlLE NUMBER 3423 SHEET 10/23 P9 / P� Q�0 r�-•4 aul q � Q fi q� pi / / a1 - 0 og1A 'b o P r a � q c 9 � NO i ® REVISIONS JULY sa wos 1]90. arra DATE APRIL Ill 2004 PLAN S7r] 1' - PROFILE SCALE I,oRIZ: ,• -ISO' FlLE NUMBER 3423 SHEET 10/23 P9 / P� Q�0 r�-•4 aul q � Q fi q� pi ® REVISIONS JULY sa wos 1]90. arra DATE APRIL Ill 2004 PLAN S7r] 1' - PROFILE SCALE I,oRIZ: ,• -ISO' FlLE NUMBER 3423 SHEET 10/23 10;09"E 1&77.QB0©' • i ; t . , x {—z--x— p4A�TEq T WIPE SHO i ON i I SPAG Y Rgp�IM tiTx s THAT To l", A r 6AE R --R , R "'R Jam•—�—R R � 1FIEDBY TNN RAINyILLE-! _—T ,u• $ 9flD LOG TED BY I�UG�A �' fa 5ra✓Lra �� W. 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HEIGHT: 5T01[5 r r _ Q 6 I Yr. r .✓/ T A i 1 ' 1 NI SN10'09-W 341 k i ) w \\ \\ m szz r 'cc + i 1 I � •`I i E j ( i N i ` \ x cm CNJ } f1'1 i L0 fpr \ Zo % iQ x fCL f 3c If / / l I / w a f z j / I 7 r, 1 t • \ —J.I \ \. Wr,t. — \ �.,.... .. ......w.... . .. « 1 \ / _ i EXIS. E CT.P. - ... . �� 1 tvz,z/ TIC��n .- •� BENCNMq-`�� /.. " I I5 LAIJI /nt� I �7 NAIL "'EDGE PMT ` b _ - -EE T 15 6)- A \. 3423 QIP - __ _..� 50' BUILDING SEj fSUFFER c % T� - SHEET G: \RGA\BNELSON\3423,fAULCONER\FINAL SITE PLAN\3423-JIEVISION_i0-27-04.pro , 13/23 U y ^W 8 U O b m 5� W S 02 Z z Q 0w J = Z 19 x x ° 0!8 x PQ w W � w W 2_ 01 2 W v W� U7 / _ i EXIS. E CT.P. - ... . �� 1 tvz,z/ TIC��n .- •� BENCNMq-`�� /.. " I I5 LAIJI /nt� I �7 NAIL "'EDGE PMT ` b _ - -EE T 15 6)- A \. 3423 QIP - __ _..� 50' BUILDING SEj fSUFFER c % T� - SHEET G: \RGA\BNELSON\3423,fAULCONER\FINAL SITE PLAN\3423-JIEVISION_i0-27-04.pro , 13/23 U y ^W 8 U O b m 5� W S 02 Z z Q 0w Z 19 x x ° 0!8 x W W W 2_ 01 2 W v W� O W Til REVISIONS AUG. 10, 2004 00. CMTS AUG. 18, 2004 EASEMEWM ADDED OCTOBER 27, 2004 OATS JUNE 8.2004 SCALE CONTOUR IMTERVAL 1 8,2 FEET O 504 aQ 0 Ws 8 tw 8 W0185 $0a0 J LL / _ i EXIS. E CT.P. - ... . �� 1 tvz,z/ TIC��n .- •� BENCNMq-`�� /.. " I I5 LAIJI /nt� I �7 NAIL "'EDGE PMT ` b _ - -EE T 15 6)- A \. 3423 QIP - __ _..� 50' BUILDING SEj fSUFFER c % T� - SHEET G: \RGA\BNELSON\3423,fAULCONER\FINAL SITE PLAN\3423-JIEVISION_i0-27-04.pro , 13/23 r�re—W? Ip:,7: N�•�mBpp� �-TT; no ._... ._._.-.... _a /� ._•°_,_...\��� _ .tee"'ter,..\"�i'', �. �ii� ` t;� I �� J; �i �� i ; �� f� f� ! 'i ! j� / t` i ; ' \ \ 't �' I /', `t. �. ,�,.,,.:_:-._...._- ___'' ..,..+•" .'-•. _..' .,i \..% �. f ••C ,� I i� i i r .,�, .J � I` k 7 )� .f NN tet`, t'1t ,,.� -- ,,... "'"".. epi f• ,%f �� , �rSl� �: ` �� �. \.t J � � � � j � � It �,( I i � X WON ', %l• _. lr '� •.\ ,\Hai •\ \ \ \\ \ \ \ l ' I (� t , �� IMF � �l� � � ._.� •._,,,f- rY Y �J/ , \\ l it � ` � O \ \\\ / ./`" .,i:. ,:,, �- ... ..::�,""�. ,. � 6 �` . -~ .•. .-_ TUB BUFFB{ �._.._- � 1 ` _ II (,`;� � 't W _.. y '(•i / -j/� '✓N WPP rI� � `\ ^,�,,..�"." ,. ".....^. "._. O t ;` 1 +/ '.R0 AO p<'cr i -•� // / .,�.,! // �• 5; ._ �i^ _ �' SMY� \ / J __,...� -.\ i I I p I ttV' a o� ,�P p �D�yO�"i i ��f / --tom, ,,,�.-^•_^�. ..... _ _ �S \ ......._ -... _...... r.._.__. _ SJ • 1 Iy41 I 1 � •-' � ,r/ t0~ / � r / ,.•' ••" .�,., r.. �^..�._--...- R--•Ua'---9f���—•Q'�$/�_�'4_' _. ._. 4 __•,.: '. � ~``^ ��Sb � \ ��� �__�,..-.•..----'." , , w i �w ✓ ?y) if / l�j �rJ'S _, a 1\� Njvr 414 Y' 6 \`� Fp `\ ----�1�4�6_0 CSSV \ 4 /�• •\�' � ,{' f/ / / '"- -' �> ,,'" • wed. � ;�,�/Te 5�• � 7" loll J` (� .,.,.•�' .. �-`-/d�'IST �Gq -f= i PRS kt. � 3.47' —_ V 1 m EXIST CON - - C. �i�� / Q< 6 •9031'\ 826'56'55"W (//j/� /' �Cy=�l\ -\ _ _.__._.._26'41'17 \ O ! \\\64 �yo 0096' SM�9 i GZ9 9p�+ lr .f11 '` •l , r frq�, , � It �1i tl,. •,l t? i j t I 1 r 1 Y _ �r�/ t)j PLEASE NOTE: I �� 1 � 7'r • ExI6nN6 ROAD ce•ITHz Llrg 15T. RTE. -13e1 IS THE ExISTINs PROPERTr ' • �•c'\ ij�/` i f t� / � �J LINE FOR TAX MAP 59, PARCEL 51(FALLWNER CONSTRUCTION SITE). Ir Il ' PROPOSW DEDICATION LINE FOR TAX HAP 56, PARGEL 51 (FAII Cotte C*15TRXTION SITE) IS SHOMI ON TH15 PLAK I i ! 20 cam 1 4 gne I 1 I N I th t, ' lrl,•`ti`f1` � 1 , � J I 1 I , ,- /py�`� f J ! t \ 1 o 0:\RBA\BNELSON\34 Mil REVISIONS l DATE OCroeEl+z�, zma SCALE 1°=aa CONTOUR INTERVAL 1 $ 2 FEET FILE NUMBER 3423 SHEET 14/23 TREE PROTECTION 5PECIFICATION5 ON FENCING TO BE USED TO DELINEATE TREE5 TO BE SAVED a 40" HIGH 'INTERNATIONAL ORANGE" PLASTIC (POLYETHYLENE) WEB FENCING SECURED TO CONVENTIONAL METAL "T' OR '1P POSTS DRIVEN TO A MINIMUM DEPTH OF 18 INCHES ON b - FOOT MINIMUM GENTER5 SHALL BE INSTALLED AT THE LIMITS OF CLEARING. THE FENCE SHOULD HAVE THE FOLLOWING PHYSICAL QUALITIE5: TENSILE YIELD: AVERAGE 2,000 U35 PER 4 -FOOT WIDTH (ASTM D638) ULTIMATE TEN5ILE YIELD: AVERAGE 2, 900 L35 PER 4 -FOOT WIDTH (A5TM 0636) ELONGATION AT BREAK (%): GREATER THAN 1000% (A5TM D638) CHEMICAL RESISTANCE. INERT TO M05T CHEMICALS AND ACIDS. LAN05CAPE ORDINANCE REQUIREMENTS REQUIRED INTERIOR LAND5GARN& (SECTION 32.1.9.1 (b) OFFIGE AREA: Sas RULE a TOTAL PAVED PARKING AND CIRCULATION AREAS (PHASES I + 2) = 23,010 5.F. is 23,010 S.F 0 5% = 1,154 S.F. OF INTERIOR LAND5GAPIN6 REWIRED a 577 Sr- !&.r0% OF 1,154 S.F) OF INTERIOR LANJ)56APING REQUIRED IN PHASE I. a 1,967 5F OF INTERIOR LAN05CAPIN6 PROVIDED IN PHASE I. is 511 5F (W% OF 1,154 S.F) OF INTERIOR LANDSCAPING REQUIRED IN PHASE 2. a 1,340 S.F. OF INTERIOR LAND5CAPIN6 PROVIDED IN PHASE 2. 4 30 PARKING SPACES "A.SE 1) 0 I SHADE TREFJ 10 5PAGE5 = 3 SHADE TREES REQUIRED. a b LARGE SHADE TREES PROVIDED. a 23 PARKING 5PACE5 (PHIA5E 29 0 1 SHADE TREV 10 SPACES = 3 SHADE TREES REQUIRED - 0 9 LARGE SHADE TREES PROVIDED. SHOP AREA 5% RULE 4 TOTAL PAVED PARKING AND CIRCULATION AREA = 20,240 SF a 20,240 SF 0 5% = 1,012 5.F OF INTERIOR LANDSCAPING REQUIRED. a 1,050 5.F OF INTERIOR LANDSCAPIN6 PROVIDED. a Il PARKIN6 5PACE5 o I LARGE SHADE TREE( 10 SPACES = 2 LARGE SHADE TREES REQUIRED. a 2 LARGE SHADE TREES PROVIDED. REQUIRED TREE CANOPY (SECTION a TOTAL SITE AREA = I, 192238 SF. a 1,192238 SF. 0 10% (CANOPY REQUIREMENT) = 119224 S.F. CANOPY REQUIRED. a EXI5TING CANOPY TO REMAIN = STREAM GIPFER + NON—DI5TURB BUFFTIER a STREAM BUFFER (354,358 S.F) + NON-D15TUR6 BUFFER (113,012 5.F) = 521,310 SF. a 521,310 5.F EXI5TING CANOPY TO REMAIN 0 (125% PRESERVATION CREDIT) = 659213 SF. CANOPY PROVIDED. REQUIRED STREET TREES (SECTION 32.7.9.6) STREET TREES REQUIRED = 1 MEDIUM STREET TREES 0260 FEET OF ROAD FRONTAGE 0 1 MEDIUM STREET TREE/ 40 FEET = 7 STREET TREES STREET TREE5 PROVIDED =1 MEDIUM STREET TREES NOTE: THE CHOSEN 5TREET TREE Is THE NORNE6IAN 51AISET MAPLE. THIS TREE 15 LISTED ON THE ALBEMARLE Coir( REGOMPENDED PLANTS LIST - UNDER 'hEDIIR-1 DECIDUOUS STREET TREES.' PLANT LIST QUANTITY SYMBOL BOTANICALNAMB COWONNAMB CALIp!>it Sm EMIRIT SPACING SPECS. TRM 7 NM ACER PLATANOIDES NORWEGIAN SUNSET NORWEGIAN SUNSET MAPLE 1.5' - 1.75 N/A N/A 30' 0. C. B & B 17 WA FRAXINUS AMERICANA WHITE ASH 1.5' - 1.75 N/A N/A AS SHOWN B & B 11 WO QUERCUS PHELLOS WILLOW OAK 1.5' - 1.75' N/A N/A AS SHOWN B & B 4 ZGV ZELKOVA SERRATA GREEN VASE" 'GREEN VASE" ZELKOVA 1.5' - 1.75' N/A N/A AS SHOWN B & B 6NSH ILEX "NELLIE R. STEVENS" N/A N/A 4' -5' MIN. AS SHOWN B & B SHRUBS 3 CM LAGERSTROEMIA INDICA "LIPAN" CRAPE MYRTLE "LIPAN" N/A N/A 4' -5' MIN. AS SHOWN B & B 47 IHCOMPACT INKSERRY HOLLY ILEX GLABRA "COMPACTA" N/A N/A 1B•MIN 24• AS SHOWN B & B 104 OL PRUNUS LAUROCERASUS CHERRY LAUREL N/A N/A 18'MIN 30. 10' O.C. 8 & S CONSERVATION PLAN CHECKLIST X (Handbook, pp 111-284-111-297 for complete specifications) q 1. The fsllowinr Its,, be" he the I Tran in be saved; Limits of clearing (outside drip line of tree to be saved); Location and type of prolective fenetng; Grade changes requiring bee wells or walla; Proposed trenching a reflecting beyond the limits of clearing. X 2 IMerAlgga: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County inspector. X 3. EMEagioldilELCUlgagM. XTree pseservision and "Wine incomes, shalt be reviewed with the connector on aIle. ^ 4. F+.vhrrrent Oanllon and 5l9EM. Navy equipment. vehicular traffic and storage of mmak, materials including roil shall not be pertained within the dripliaa of trces in be saved. A 5. Snit Erosion nM Iftermirster Detention Such devices shall not adversely affect Mas to be saved. X 6. ells: Fires are not permined within 100 feel of the dripelinc oftrees to be saved. X 7. Turk Materials: Toxic materiels shell not be stored within 100 het of the dripline of trxs to be saved. X S. Protective Faechen Trey to be retained within 40 feet of a proposid building Of grading activity shall be protected by fencing. Fencing shell be in place and shall be inspected and approved by a County Inspecla prior to grading or construction. X 9. Tree Wells: When the ground level must be raised within the dripline of a net to be saved, a Hee well shall be provided and a construction detail submitted for epproal. X10. Tree walk: What the ground level must be lowered within the dripline, of a tree to be saved, a tree wall shall be Provided; and a construction detail submitted f v approval. 11. Trenehlne and Tonnages: What trenching is required within the limits of clearing. it shall be done a far away from the trunks, of tree a posailele. Tunneling under a hags rose shell be considered as an alternative when it Is anticipated that necessary trenching will destroy feeder roots. X 12. Lie mm: Protective fencing &hall be the last items removed during the final cleanup. X Id, Damaged Treece Damaged trees shall be treat immed'etel by pruning, fenilimtion or other methods recommended by a tree ig:rtspecialist. y noRittimastauvrx OnVLLOI6R'SR BI FCR WaltmL ��Cf p T,rgg CONsegvATlon 0 SIG A RE (D ) CONTRACT PURCHASER SIGNATURE (DATE) 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423j1EVISION_O-27-04.pro A V 42 mm8 ^W = �2b�� b QI--i (L i 0 ? U S -LL 2 : W W �W %� W REVISIONS AUG. 10, 2004 CO. Owing OCTOBEM 27,2101M, P. C. COMMENTS DATE JUNE O, 2004 SCALE 0 L W Z �0�Og V zO a J FlL.E NUMBER 3423 SHEET 15/23 TREE LEGEND DENOTES EXISTING TREE LINE — TO REMAIN DENOTES PROPOSED TREE LINE NOTE THE MAJORITY OF EXISTING TREES ARE DECIDUOUS WITH A FEW EVERGREENS MIXED IN. 676. A� 675• _ x x ST 660.7 T� a ?S8 I\k a 0 "� L ` � ,-- ice•.. .; 115. 1 % J ` j-. ( i "�.'••-.• 1 \� \� �, 7 r••.• 614. 15 u x.61'5.7 fi.1 CD ------- / 30 11. 8x n • 0 0:\RGA\BNELSON\3423-FAULCONER\FINAL SITE PLAN\34233EVISION_10-27-04.pro U m` W �" 8 WW _ E-12 m s� auj ag VO 2 U sLL z a r, �N ? o C�7 rz ' �ooLL CO 2 E0e 201 C3 °' z z W ® a REVISIONS AUG. 18. 2004 EASEMENTS ADDED OCTOBER 9, 2004 P. C. COMMENTS DATE Auouer To, 2004 SCALE CONTOUR INTERVAL 2 FEET 0 z Z�WI W U � � LZU X 80 FILE NUMBER 3423 SHEET 16/23 V. 'i \ � y i•! t IIS•. 1 it i ` \ , } t� W fA \ y. \ 't i t \ it t \ \ \ I I _------- 0I j 1 ! `. I ; ( ( r J f / 'r1 m i TMP BB \i \ i t % l J" 2 0 1, ZONING:\R.A. } 1 it •t t 1 1 t 1 t It tt `t �} I t t j t ` f ! i t, Z O OWNER: ST�LLMAN F. IC LLEY II, UST ' \ I i \ j �r fr ti �/ 1 -� t t a a PRESENT USE: J ACANT — j 1 j } I j i' (is jJ l f (! I'. ;i `' (, 0 RW S O CA 0.2 �z 't t,l 1 i��t� 111 1 `• �t, \ \\1 \ \`i t \`\ Ah .. ; \ ` it Ot .,._. { f i t ( t{ { ,I! {j ; jI ;I;(i 't .I s;j i , i i i Ijf i ! i'J i ��� (!�,.f•. 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COMMENTS DATE APRIL 1,'004 scALE V g 0 5 Zv c� w 5a 8 rL v Z z 80 J 3 `\\ ; � x � \ \ �\\�C, �. � i \ ..� _ ,/ ..- �% }1 ', f r._J rte_• �'' \ � FILE NUMBER \ V VVV � a � � \\\� �\ •t \` ` \. \`\ �.� \} \ \ i/S>Vx �\��'• Q � • /O p JI! pQt 1 __-_ I �•' o ..�d�fe t �_ -�-�. SHEETO 0L --- V%��0— n Q � 'p 0:\RGA\BNELSON\3k2�AULCONER\FINAL SITE PLAN\3423-REVISION_SO-27-04.pro � 17/230 I N29'10\;091'E 18'-77.0800' ,t i\ ` t \ i= Y t — k � '� � F ,1 k � R �, ( F � ; Q •, F � Y R Y T Y =_ O Yt i ii • JV` ,T O 'op o It T \ iO, O\xx 't t ,, '; \ T r i 19' (� r T It o ` ! t � t ; t \v , , I k tRo � V d `\ 1It I \ _ rl CrIt y V W = �2 m� Q. �° z } µiii ',1\0'09"W 341 OQ Q Q �w kkk 0 • \l �� tl` \ W o a } f ` i �\ �1 iIt t ikk o \ ,\ \\ 0� — r /. u tl�t ff //r �9�\\� ij11t.\ 115 CD 1 O � . �.. . `•,i ;,_ • 'wz` ,�� �... ..� / / 1 � Jj i � � 1 + � �� , ,t � r` ; � � ` _•.-'�'.•. 5•:— ° , _ s �' ¢w f // i � � , � i � ..£d•a'. � ��� ` //f"' _ _.�-'. 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V •�,, t v -- - - �- - - - - - _ - / �� _...._..._.-.., (� �O ', `\ PILE NUMBER - O d i i -a -cs _ b! p O�" i •O 233 3423 /'i !. \ O ELEV m EDGE PVNT SHEET,K i �,' ...��^-,-,.....-._:.-�---•may--=.� ""- -"-- __ -- � �%'' , }4)� ,µms-� �y _ _- rte,__ •.,.,,.. i \ .�I -_ 1 s� r % - t� 4 i /�� - '^ ��'Y 7+ \ \ \ `C� D \BNELSDN\3423] U.LGONEARNAL SITE PL 423}IEVISION - - rg-� 18/23 A Llmoviv/A L/GHT//VG FEATURES & SPECIFICATIONS INTENDED USE — Meal for parting areas, met lightMp, walkways end car lms. CONSTRUCTION — Rugged, die-cast salt caner alaminum hous- ing with 1W nominal well treatments. EAVNad 4' soft comer an for pole a "I mounting Is standar. Okiart door bame hes ImpacbnsisWt tampemd, glass lens thank fully laake;d with one-piece tubular svicona. FINISH — Standard fmnh is dark bronze 10951 Pulyerter powder finish, With other mmwwrA colon available. OPTICAL SYSTEM — AnodMd. Aluminum b*dM ed nbeclore IES full nutaR dimbuiaas R2 lasymmaoic),r0(uyrmthicl. R4 Iforward throw) and R5S Jaguars). Righ ppfermermo anodized, segmented aluminum refleaon IES full cKeR distributions SRI lesymme L SR3 lusymnomel sed SMSC haw end throw, sharp cutoff). Segmented reltaztan mach And tool -loss fasteners and are rotatable and InterehongaMe. ELECTRICAL SYSTEM — Nigh uatunce, hip, power tactor hal. lest lot 10OW1150W. Constamwaeege suMmnstormer for PS - 406W. Super CWA Pulse Start ballast retained ter 200W, 37OW and 35OW [must order SCWA optionl.Beibst Is copper -wound and 100% factory -tested. Ce;mA Number KAD 400M SR3 TO SPOO9 DDB LPI Notes Type /� WITH LAMps C Sof! Square Cutoff ughtIng KAD METAL 14ALIDE 1UUW, IWW, 175W, 20OW, 25OW, 32OW, 35OW, 4001101 20' to 35' Mounting StandardDimmoio EPA: 1.20 Weight: 41 Ron 118.8 kg) Porcelain, horizontal, pos flonroriented. sukst with copper el. Length: 17.1& (4.5 tin) I PET NEMA twindak PE I277W KAD R3 Test no 119204M2 loy, nickel -plated screw 001 sod center entact Medium -Sen Width: 17.12' 1445 cull A--# 11-fi`2 KAD R3 RAI To.".. 1192041502 NS House side shield IRLR1 R41 socket used with IODW R 150W. mogul -eve socket used with Dept: 7 -Ur UB.I cm) 110.2 col (44.5 cm) Input Pow.rI 1754MW. UL Saud IMDW4MV. whey A 5R1sC dpHda. .peal, LISTING — UL 1572 listed la wet locations, b'NAd and labeled to 7 Hnuee aide shim wHMab. comply with Canadian Standards Ise 0 d 1 3 Consul team M miMb81N In Grua. _ KAOWO Wire guard 95 S Optumd mu8ltep bale 1120 fib, 20..2770, ORDERING INFORMATION Example: KA04 MR21203PD04 Choc.N the bchn.. Gabe AAAm EwNre that aaN naw Velar'reed. and whit 5 TM SPIAOR RPM a wwuM mut be uwd whT Mo or e Iuminelrea tee abMed on A 9th dmlln8 roman. 455 90N an%='in I, on mit ennrennMo mw. order aaeaW. a enPnrero AAWn nnmar. 277 6 MeV be ordered M "Awaay. KAD400M SR3 TO SPD09 DDB LPI I nRSTO eveo.hle In plea Wa1sNA4 awau fecmw Serisa VWtaOs FouTM86' e Adddunnel erchnectpnl Action rvallande oh --au cad 1-378' menumbrp Optlons Archlmnurel Col.. blochore form no. 1.13 IND IDDM 129 SPOIN Square pale IC aml Shipped kwW W Is FiNm Arckltaaml Celprel KAD ISM 29N Isnndomo SF Single fuse 1126, 211, 347V, n/a 1B) Standard Cel", KAD 175M 2403 SPUN square pole (9' amts OF Oou61e fuse IMIS, 240,48W. era TBI DOB Dark bronze IUD 2WM 277 NP004 Hound pole 14' aml PER MEMA lwkt lock receptacle Istenderdl KAD 29M 347 only Ino photeconboll OWN White KAU 32CM1 411P AP001 Round Pole ID amp IM Lamp included DBL Block SAO 3MM' TB' W W904 Wood pole a wall W orml PD Power Tray'o clavate Cam KAO AMM' W WD09 Woodnpole or wait 19' WTB Terminal Whine Meek° DMB Medkml bronze — amt BNS Quartz rostrRP "am OMW DMA Natural aluminum Distdbutlon WBDO4 Wail bracket IP amp maximum. temp not Included)' DBB sandstone Rydrolomad Bellenton W11011 Well bracket 19" am)' USA Listed end labeled INtangly WO DOC Ckarooal pray mm x 92 IES type II arystric I2Arm When ordering It Canadian Standvads OTR rgram R3 IES type III asymmm[d DA0121 Short Bailout In/a SCWA Super CWA Pulse Ste DBA Bright ght red B 84 IES type IV trained throw' Shipped Separately HOW O 175W) ASS IES type Vsqum XMA MAN amt adapter Shipped separatalp• DSB Steel bloc Belme.nd RNlost", KTMD Twin mounting bar PEI NEMA iwlel-lock PE(120.24,240Vl z SR2 IES type ll orwo mepr' DADRP 081"' Arm (Gale) PE3 NEMA twat -lock PE (34111 SR3 IES type Ill asymmme BA012YA Degree Arm twee) PN NEMA twill -lock PE (AMY) SRASC IES type N lower throw PET NEMA twindak PE I277W KAD R3 Test no 119204M2 NOTES: KAD R3 RAI To.".. 1192041502 NS House side shield IRLR1 R41 [alxlnEMLi I11e4mON I Redusod lwket E028 lamp must be, used with SRZ SRa Input Pow.rI ISR2, SR31 whey A 5R1sC dpHda. .peal, KADVD Vandal guard 7 Hnuee aide shim wHMab. 1 SS 3 Consul team M miMb81N In Grua. in KAOWO Wire guard 95 S Optumd mu8ltep bale 1120 fib, 20..2770, Peek -lead Aeoce»arlaa: TOMWAIQUIWnVSHPMW 1]51.00 5 TM SPIAOR RPM a wwuM mut be uwd whT Mo or e Iuminelrea tee abMed on A 9th dmlln8 roman. 455 90N an%='in Oxer w N wed satellite number. 277 6 MeV be ordered M "Awaay. } NHmbrnillm..N I nRSTO eveo.hle In plea Wa1sNA4 awau fecmw Tern O.D. OneTwo61M' TwaMO' Thrse0120'Three4O90' FouTM86' e Adddunnel erchnectpnl Action rvallande oh --au cad 1-378' TM -100 T2E-290 is• IZF D T30. i2E•116 Archlmnurel Col.. blochore form no. 1.13 2.718' T25-194 T21-200 72B-ZW T25-329 T25-3901 TS -ply 9 Mr.r un RPDos ._ now . -. .. __- "m• . __.__ __.,.. --• - ----- __.,.. 4• 4• T�120T31-3001 T35-I�O�S�9 731.2501 T�1��T31-3901 T35 -4W T3S-4001Ti.2SM OUTDOOR WUQJ Z Shooed: KAD-M AL -370 L KAD 400M Arm -mounted Soft Square Cutoff CosmplernNNlMxedon IMtlallb0taan®es KAD 112 Test no. nvde3loi use arrant KAD R3 Test no 119204M2 m"8 KAD R3 RAI To.".. 1192041502 Prknen [alxlnEMLi I11e4mON dropout Input Pow.rI LnxmbEMe,un.c di whey IMARCIEMm MVUnn, .peal, w; tumorneRaauelman lumina IM 1 SS 4MCWA in ] 95 Lt Peek -lead 20 1]51.00 Ile 455 90N an%='in A.IHrarur.mar 277 f1din75 } NO e a 2I5 DATE A71FML 1,2004 0 L I 1_g 8�� W WUQJ Z `{ZZ({ O K 7 n b ss 1 8 yr O z x. z ra } p ] 5 111 o.w ] a � o 01 ' yy 3 01 pBp ] 3 Til5 o 1 2 ] . e 5 0 ] x ] x s er 0 1 a 3 . s n .nal xMM xWe hip. SxWO.ww Anse MAut wlb. A. Maw robe Wmwn. Sas tact.. s' . I mmP. a.o0n TSE lumen.. mmne, fwb�dlk _AAAAM xrnn se' femu..m .. b.� ]0' mAAAN' reeMan '.A w b..tl m ]a mwnEne negnl. IrouMMe "Ko6e®unen T" I. rAAAh .'N1. rh. a an TM m. mmn. pWEW Wit Try. m, arra. KAD R4 Teat no. Ugirmot KAD R4HS Test no. 11920a11D1 KAD R5S Test no.1193111901 UalllbexraurNnllXM cours. 0su Rmnlr Clance' n.unuunm 0 1 x 3 1 5 5 0 1 2 3 1 .5 5 0 1 I ] l e e i ! z x. e v e 1 a sA' e. o. a a a o 1 x z . s s o 1 z ] . E n E 1 z s . C EI .MN As., Hieb. haw. VIM rabE Wm.re. Now MMN Netle mm.. 32,000 tNrd WAA ., b MNM Wier sov. 33ADD r.mE mmm.' romu.A..Ham Du.E m se m ... Napn1. remnndl... Aam.n A' mwmina F.. . vwpe...E w. 3P mwndne AAAI. gnEMelm Type A, nNen. notes nmrMEM Tose s. subll. pYEOuden Top. V. such. Electrical Cha ettentr0a TMW M CYmnt As aT WMA rusumi unmr wbnhwl lrnorMry mmnbna wAAAw opmmmp .— ANN unm pMmN.m nHMrl lenbnby A.m oT ..mH nW memumm.mt pmmA.A 011E pmRUNN na A. N mmm ..n r v. mmE an dra surr mNme A. and on .. l mW rNp .cXMl mem nada. Nmec t Rgmmml[dma bl aMw E441bumne unMvue.ed lrmm qe umenY L;btmp waMR. Iwwvr.YlndnN.cunl IA L/momA Llamri at AnIVIa2AY0rands Ctlmpamy KAD-M 020011 Llmmn. LbnmD. a— wox AAD WAIN W6 , x.14er Cemens. Faawr maVMpryme It lentrayamcerranbn'x)011 350..1.44 Mt. .0.73 SOR..N (Exist As I Hi1yM\x=Cmree4pn Feeur New Mounting NeiOM Liffhans e Ughfin Awks UNI INI fiery. l.e. oNal LINIa Dm Mloe.W.y.cmwr., GA.17=1 Tea F1FIEZ M FAA m"Ian I.t..w: xN YMAm.. urn..Omb.s HUM wxx.lMmi..onm 0:\RGA\BNELSON\3423.FAULCONER\FINAL SITE PLAN\3423_iEVISION_10-27-04.pro A use arrant Primary m"8 Prknen (Ampul dropout Input Pow.rI Wan.erbrtleN whey S;rVOF.140A, .peal, w; tumorneRaauelman lumina IM 15401.00 SS 4MCWA in 1.4512 .10 95 Lt Peek -lead 20 1]51.00 Ile 455 90N an%='in A.IHrarur.mar 277 f1din75 115 NO JRI.M 2I5 TMW M CYmnt As aT WMA rusumi unmr wbnhwl lrnorMry mmnbna wAAAw opmmmp .— ANN unm pMmN.m nHMrl lenbnby A.m oT ..mH nW memumm.mt pmmA.A 011E pmRUNN na A. N mmm ..n r v. mmE an dra surr mNme A. and on .. l mW rNp .cXMl mem nada. Nmec t Rgmmml[dma bl aMw E441bumne unMvue.ed lrmm qe umenY L;btmp waMR. Iwwvr.YlndnN.cunl IA L/momA Llamri at AnIVIa2AY0rands Ctlmpamy KAD-M 020011 Llmmn. LbnmD. a— wox AAD WAIN W6 , x.14er Cemens. Faawr maVMpryme It lentrayamcerranbn'x)011 350..1.44 Mt. .0.73 SOR..N (Exist As I Hi1yM\x=Cmree4pn Feeur New Mounting NeiOM Liffhans e Ughfin Awks UNI INI fiery. l.e. oNal LINIa Dm Mloe.W.y.cmwr., GA.17=1 Tea F1FIEZ M FAA m"Ian I.t..w: xN YMAm.. urn..Omb.s HUM wxx.lMmi..onm 0:\RGA\BNELSON\3423.FAULCONER\FINAL SITE PLAN\3423_iEVISION_10-27-04.pro A FILE NUMBER 3423 :20=3 EET m"8 yL, _W= W y��QB1jI1 = Z Q. z¢ 82 � UR % Q2 W Q qF . w� r 0 0 xi N 0 Lt 2 i0 O way �W�� REVISIONS DATE A71FML 1,2004 0 L I 1_g 8�� W WUQJ Z `{ZZ({ O K 7 FILE NUMBER 3423 :20=3 EET IA 1.1MUN/A L1V1MJVG- FEATURES & SPECIFICATIONS t ho Ikw it LalalOq Number NAD 400M R3 TO WBD04 DDB Notes v✓A/1 /yjc,.2�i Type E INTENDED USE Ideal lot parking areas, StoatIg ng, w1 sys an car Lina current Most, les. Pried,(Adult �U Pd F�1 up 8 CONSTRUC1100 Rugged. die -can, soft caner aluminum housing with Sall Square CabIF UDhHMD O W nominal wall thickness. Etdroded C sell coram ern, tar pale or wall 46 "Itmi, mounting is standard . Ove -eat door lame Ma ilnpecl-re tibula, • • 1 55 )leas lens the {e fully quhod with one -plata tubular tamlons m So 1.40/28 95 �D ft.k'aad 210 on.. silicon.. 110 355 90r r10%=x10!6 Autpb.1tormr an:de227 I 75 1 FINISH Stmdard finish is duk brood) ICOBIFelyestu paweer finish, with 100 other architectural colors available. 215 METAL HALIDE OPTICAL SYSTEM AnadDed, aluminum hyllalormod mtlactors� IES full IODW, 150W, 115W, 200W, cutoff distributors R2 IasymmetricA RS lasvnliatacl, 041folward thr0wl 2 q a a 250W, 320W, 35OW, 40M and RSS Isquarel. High-Pemeeeeahb spoke Ilgmacled aluminum 20' to 35' Mounting n119mee IES full cmoR dNOBufiM SPt lopmetoct SH3 lesymmemicl REVISIONS and SR45C (forward throw, Sharp calmf). Segmented refleclam attach 3 with tool -lass last"mr; and ate meltable old bnarchangablo. 0 ELECTRICAL SYSTEM High doormats, high gamer factor ballast for IOnw/ISOW. Constant-waltepo seobanshmler fad 175-40OW. Super W a CWA Pulse Stan baNem required far Wil DOW meed 35M Imun order 8WU SCWA option). Ballast is Ipp•t-wound tad 100% faStor,-tested. soxdmdOiea on -r Porcelain, horizontal, Dosnun-onemed, socat tum copper allay, nickel. EPA 7.118' plated screw shell and center cmtdNt Malum -base socket used wait -"-2t' 118.1 or IQQW A 19DW, mogul -0031 socket used with 17540DW. UL head I5WW- Weight 41 INS; 1185 k91 i SODv Length'. n-vr t44.5 tel _L LISTING UL baled Inendardl, CSA CIMut Iso 0 a urs). UL Word far Width EMIT 144.5 sun II I- WC locations. IP65 loud In act Ord oust was standard IEC 529. Depth'. 7-I/8' 1161 cel 4' i 17 IR' 01121.) 10.5 cml ORDERING INFORMATION --_ ---- RMATION Example: KAD4007AK212DSPDNLPI lumbr turd wrX. XXtmee on In. immudrleb Me Old....w RWwPMe cel+lorp KAD 4001A R3 TO W8004 _ DDB__ Serl•s - _ f -- YOIUN Roaming OOtNx IGD IOM IM SPDM Squeal pole 14- 011 SMPped veelled le HeXllo ArckiveWn Ceelo, IGD ISOM BBE, Istandardl OF Sedges fine 1120, 277, 347V, his TBI Meeand Celelo KAD 17IM gµ3 2N® Squeal one 19' .rmle OF Double has 1206, 240, IBOV, O/a 18) DDO Dark bronze IAO z and 277 N100/ Round pole IT snnl PEN NEMA Mist lock receptacle Isunderdl end Ino Ohoucontmll OWE WNNe KAO 20aM N7 WOOD Round pee IT efmP IPI Lamp deluded., standard DOL Black KAD >IMI no W1YD04 Wood pale a wall R - a1) IAP Leas hemp Cleria Celem 750M1 KADWWD09 TIT, Woad pale or wall IT PB Poway DMB Medium bronze PAN gggggl Star' l Wou WTO Terminal shisi, OIM WD004 Wall 14' mmP F SysteIHKkm Sandstturalone W000! Wetl bratea( 19' .1M NWr92 MIle9lym maaimum, tamp eel includdOV 06C Charcoal n Y W IES type II erymmmrmi IlAmr (When omeflop HMA, IES CSA CSA CerMed e DTD ))alalia preen DAD121 NS IES r III M mmnnc2 spa Y SCWA Super CWA Pulse Sun Balletic Info DDD Bright rod Skipped Separately AI IES type IV f9mu01hroV21 IOOW O ITSWI DOB Stoat blue KMA Mem Ire adeplar Skipped SePsmooll. k5 IES type V equals STMD Twin mounting bar PEI NEMA twin -lock PE 1120, 200 240V1 S•gmntord Nekecbn DADIW Dogma Arm (polel PE3 NEMA Iwin4ock PE 1347V) SO2 IES Ape II eevmmsNicz DA012WO Dogma Amt (wool PEN NEMA War lock PE IMDW SM IES plain 111 esymm9bid YET NEMA twist4ock PE 12»V1 694SC IES type IV larworo throw HIS House -soda shield IRL R3, R41 NOTLS: 1SR2 SR31 I Reduced Lck. EW$ wmp man m uedl with SRI. SRI a N11I nWe KADVC Vandal sued 2 H.uWildr 6Mrld +Vaha9k. KAOWD Wire gu.rd I Cnnen likki Mr w+l.blmy In Candi 4 One.... moll -tap WWI It 20, xaa 140. vrVI. ACCDeeal7dae: TM ANOOnttnDS'tlpflfpx 5 The SPOM. RPM dr wWllOg renal WnW warn lw..1.nm almmeMW Order ++..»nem ralabp number ----- mbrmM pal n 90• dnnmR anwrn. e they up dru d e xcnnnry. Numberdfflmures 7 OFISTO mm I.I. in •nl+ct .0.1mi m.v5 III Tenon 0.0. One Twa4Glso" 1WOW90' Tarte®120° Thra.090' hout®90' fl AMlmon.I ncnbenural tnMre maNaOw: phi+ale m! ArctXncmm Borer. 2-]/R' 720-180 72J0-Lg J:2lP T2g-3200 IID -M- P Tag-IO�O brorhum. I.m lip, 194.3. 2.718- T25-190 T25 -20D T2D-210" T21-320 T75 -A0" T2S-®0" 9 Mu.I use RPOM. 4" T35490 735-220 TM-ZW T35-220 T3E-310" TSS-Ugs to only ev..b t, w5A Sn E. SR3..wl SR4SC ostia, Outdoor Shoat A: KAO-11% AL -370 L KAO 400M Arm -mounted S CnfflciemoftNlli.s.n headed FMMWIN KAD R2 Tat] no. 1193007101 - - Off"Ci metol mm, 0 1 2 ) 1 S 6 i 1 m s - o e1 1 1 X+ h 0 1 e ] . 5 0 rOGw Mnkl He lld. Nm0. ... idea N+mne Fodr+nnle "doer he. on 3p mWndrp alpha quIM pWd Type 16 Itself KAD R4 Tem On 1191110101 rarmcmnallraseenew 0 1 2 ) r 5 n p I 1 oft square Cutoff KAD R3 Test no. 1192020902 morkNrcru"LledOx 0 1 S1 F 5 1 Y c � 6 � N an _ r ' a.1 I n I e 1 < 5 R 400W Mehl Wade Rep. 3i.W0 Fend lumen Fu...'s. "Mum erred nn N' mmMNa hell PlensHmin rmry al, Orion. KAD R4HS Tom 1. »920111101 tmmnFMm VeReren n 1 2 3 1 $ a r 3 KAD R3 RJ Teat no. 1192041502 rrevmrmn•mumnlw a x 3 s fi 1 Y a re C d z S pm _ p.l y 9 I ] ] r p fir tool ".10 Wilde Mme ]2.000 rMed Mmen., I.M.dk vekee little on 30muuv1re9 nM9nr, man limn Type, Rt wbM j KAD R5S Test 1.119311198 IYlrrflprm MNaVlnal 0 1 x 3 4 s a 0 I i 3 a 5 6 n 1 r 1 4 e r M., Mxwa mod, a2.00o mal hue- repV M -I "duerks, ^zy040 rdod mmnm, 400W MebI ..s. Rep. 3x.000 meld I..." F idle "xu. MMn en 3P mwnuey a m. u mm.nrinq Fegvenew "nue. OMd OO 30' moumme rupee emleWdn TVW W. anal)- e � _. .,.e I. m.nar, d,m trip Iv. nim» "'sV 0uraeuMn Tarte ...maX.--_ Elecoicel Ckareetelniw T.1e eurvied w5 ... NI.A emu awls .iMln. bbrmry w/dMMs. VMdm pMNM9 Irt mW nmaamee b. a lebumdy be er,d a uel neM m • ainm nrtl mxkwlm a m..ml in Wed on a. me. ree-11 .y.deek Nv m. ... ...de l It dNna. `dm„m .alta Mummer) Haight Meme11W Feeler (Multiply the it level by the narrepi 1 -no 355 .144 35 h. • 0.73 b 1. _Sa ( Evening Mounting Haight )- z_ Carniter, Foci., 1 Naw. euniM ngHeight� i li Vad.nebk d.t her Wl,n dMnpnbm ern M rrtnrarn IMm the LMM. LIOMInO wd9n50. IxMW maMle,Cdn) I� L/TNO/V/A L/GHT//VGa An aElkaFllp&and) CaN?a'lY Sheota:KAD-M a mace Aanv Lkwflap Galan err -Int.. w4 kelp S. Lim9W.tNtap AeaXl LkedM MR bee OdYer Ow nl erw Wly, blippe Gli flues too W -M Fee'INAlf I= Ie rime. Int wxue Lerdu.. rMneelrin. Pn. x20 MI ww+Wm.em 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423 jiEVISION_10-27-04. pro Lina current Most, Pried,(Adult �U Pd F�1 up 8 "plaul Input Ppw.r Regelelinn wOugeAli m1 "it. a S(anl0pemVit "Itmi, warts to., MI Litre V - )Amp lumen, 128 1 55 all 209. m So 1.40/28 95 ft.k'aad 210 lL280 110 355 90r r10%=x10!6 Autpb.1tormr an:de227 I 75 1 125 100 IYIaO TV 00 215 T.1e eurvied w5 ... NI.A emu awls .iMln. bbrmry w/dMMs. VMdm pMNM9 Irt mW nmaamee b. a lebumdy be er,d a uel neM m • ainm nrtl mxkwlm a m..ml in Wed on a. me. ree-11 .y.deek Nv m. ... ...de l It dNna. `dm„m .alta Mummer) Haight Meme11W Feeler (Multiply the it level by the narrepi 1 -no 355 .144 35 h. • 0.73 b 1. _Sa ( Evening Mounting Haight )- z_ Carniter, Foci., 1 Naw. euniM ngHeight� i li Vad.nebk d.t her Wl,n dMnpnbm ern M rrtnrarn IMm the LMM. LIOMInO wd9n50. IxMW maMle,Cdn) I� L/TNO/V/A L/GHT//VGa An aElkaFllp&and) CaN?a'lY Sheota:KAD-M a mace Aanv Lkwflap Galan err -Int.. w4 kelp S. Lim9W.tNtap AeaXl LkedM MR bee OdYer Ow nl erw Wly, blippe Gli flues too W -M Fee'INAlf I= Ie rime. Int wxue Lerdu.. rMneelrin. Pn. x20 MI ww+Wm.em 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423 jiEVISION_10-27-04. pro FlLE !11 3423 SHEET 22/23 11 d �U Pd F�1 up 8 ^W = are z 7 0 02 LU s 5 ?_j 0) 0) co g 2 0 0 It LL 2 (ej ¢ pp 2 q a a REVISIONS DATE APRIL 1, 2004 0 W a 8WU WVQJ Z� Z {^xz v FlLE !11 3423 SHEET 22/23 11 FAULCONER CONSTRUCTION OFFICE & SHOP SITE DATA LEGAL REFERENCE TAX MAP 58 PARCEL 37 SOURCE OF TITLE DEED BOOK 1890 PAGE 151 OWNER MR JACK SANFORD C/O FAULCONER CONSTRUCTION COMPANY 2496 OLD IVY ROAD CHARLOTTESVILLE. VIRGINIA 22903 DEVELOPER SAME AS OWNER PLAN PREPARER ROUDABUSH, GALE AND ASSOCIATES, INC. CONTACT: BRENT NELSON ZONING LIGHT INDUSTRIAL ZMA 129 ZMA 332 FINAL SITE PLAN IVY, VIRGINIA BUILDING HEIGHT FAULCONER OFFICE BUILDING: 16 FEET FAULCONER SHOP BUILDING: 27 FEET FAULCONER POLE BARNS: 20 FEET SETBACKS BUILDING: * 50' FROM PUBLIC RIGHT 6 RA. ZONING DISTRICTS. PARKING: * 10' FROM PUBLIC RIGHT-OF-WAY * 30' FROM RA ZONING DISTRICTS. BUFFER ZONE: ZNO ONIN : CONSTRUCTION OR CLEARING/ GRADING CLOSER THAN 30 FEET FROM AN DATUM NORTH AMERICAN VERTICAL DATUM (NAVO) 88. SITE BENCHMARK NAIL AT THE EDGE OF THE PAVEMENT OF DETTOR ROAD. SEE SITE PLAN. MAGISTERIAL DISTRICT SAMUEL MILLER MAGISTERIAL DISTRICT SOURCE OF TOPO AND BOUNDARY SURVEY AERIAL PHOTOGRAPYVDATE: FEBRUARYEAL2000VEYS FIELD SURVEY: ROUDABUSH, GALE AND ASSOCIATES, INC. 17 PROPOSED USE FAULCONER CONSTRUCTION COMPANY HAS PURCHASED PARCEL 37 LOCATED ON TAX MAP 58. THIS PARCEL CONTAINS APPROXIMATELY 27.37 ACRES AND IS UNDEVELOPED EXCEPT FOR THE EXISTING ROAD (BETTOR ROAD). THIS SITE DEVELOPMENT APPLICATION IS FOR THE LOCATION OF FAULCONER CONSTRUCTION'S OFFICE BUILDING AND THEIR MAINTENANCE SHOP AND YARD, THIS SITE PLAN ALSO SHOWS THE FOOTPRINT AND LOCATION OF A RENTAL OFFICE BUILDING (BUILDING "A") THAT WILL BE BUILT IN PHASE TWO. * PORTION OF SITE FOR OFFICE USE: 2.5 ACRES (APPROX.) * PORTION OF SITE FOR CONTRACTOR'S YARD USE: 5 ACRES (APPROX.) PHASING PHASE ONE INCLUDES * ALL GRADING AND SITE DEVELOPMENT/ SITE CONSTRUCTION. * CONSTRUCTION OF FAULCONER OFFICE, SHOP BUILDING, AND POLE BARNS. * PHASE ONE IS TO BEGIN IN THE SPRING OF 2003. PHASE TWO INCLUDES * CONSTRUCTION OF THE PROPOSED OFFICE BUILDING "A". * PHASE TWO IS TO BEGIN IN THE SPRING OF 2007. LAND USE SCHEDULE TRAFFIC GENERATION ROAD PATH VEHICLE SIZE LESS THAN 10,000 LBS GREATER THAN 10,000 LBS G.V.W. G.V.W. EAST ALONG ST. RTE. 22 TRIPS IN 2 TRIPS IN 738 PAST MURRAY SCHOOL 22 TRIPS OUT 2 TRIPS OUT WEST ALONG 40 TRIPS IN 6 TRIPS IN ST. RTE. 738 40 TRIPS OUT 6 TRIPS OUT SLOPE ANALYSIS TOTAL ACREAGE FOR TMP 58-37 - 27.37 ACRES. CRIIIGLamm TOTAL ACREAGE OF CRITICAL SLOPES. * 3.78 ACRES * 13.81% OF TOTAL SITE AREA TOTAL ACREAGE OF ALL CRITICAL SLOPES TO BE DISTURBED. * 0.99 ACRES * 3.62 % OF TOTAL SITE AREA * 26.19% OF ALL CRITICAL SLOPES TOTAL ACREAGE OF MANMADE SLOPES TO BE DISTURBED. * 0.33 ACRES * 1.21 % OF TOTAL SITE AREA * 8.73% OF ALL CRITICAL SLOPES ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. Prior to commencement of 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 (V.D.O.T.). 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 V.D.O.T. 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 maximium allowable slope is 2:1(horizontal:vertical) . Where reasonably obtainable, lesser slopes of 4:1 or Netter 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 signssha11 conform with the Virginia Manual for Uniform Traffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. with ion co B OSHAAll eStandards for the xcavation for eConstruction Industry rground pipe t(29 CFR tPartp1926). FLOOR AREA RATIO (Industrial, Office, Storage) INDUSTRIAL USE TOTAL BUILDING INDUSTRIAL USE PERCENT INDUSTRIAL PERCENT INDUSTRIAL SQUARE FOOTAGE SQUARE FOOTAGE IN BUILDING IN TOTAL SITE MAINTENANCE 1.5. 540 S.F. SHOP STORAGE USE TOTAL BUILDING SQUARE FOOTAGE POLE BARNS 12.960 S.F OFFICE USE TOTAL BUILDING SQUARE FOOTAGE 13.721 S.F. STORAGE USE SQUARE FOOTAGE 12,960 S.F OFFICE USE SQUARE FOOTAGE PERCENT STORAGE IN BUILDING 100 % PERCENT OFFICE IN BUILDING 1.15% PERCENT STORAGE IN TOTAL SITE 1.1 % PERCENT OFFICE IN TOTAL SITE FAULCONER 13,088 S.F 13.088 S.F 100 % 1.1 % OFFICE & BUILDING "A" PARKING SCHEDULE PHASE ONE FAULCONER DFIFICE- * 18 OFFICE EMPLOYEES @ 1 PARKING SPACE/ EMPLOYEE = SB PARKING SPACES * 0 OFFICE (FACILITY VEHICLES @ 1 PARKING SPACE/ VEHICLE = 0 PARKING SPACES * TOTAL PARIKING SPACES REQUIRED = 18 PARKING SPACES * TOTAL PARKING SPACES PROVIDED = 30 PARKING SPACES NOTE: IN OF THE THE PARKINGLATIO MODIIFICATION.20SUCH LA MODIFICATION)HAS QBEEN SAPPROVED AN OVEO BY THE ZONINIG ADMINISTRATOR (4-30-04) . FAULCONER SHIOP ANO YARD *�'�"EfaPCOY(EES-@ 1 PARKING SPACE/ EMPLOYEE = 12 PARKING SPACES * 2 COMPANY' VEHICLES @ i PARKING SPACE/ VEHICLE = 2 PARKING SPACES * TOTAL PARKING REQUIRED (SHOP & YARD) = 14 SPACES * TOTAL PARKING PROVIDED = 17 SPACES * LOADING SPACE REQUIRED = 13.721 S.F. @ 1 SPACE/10,000 S.F = 1 SPACE * LOADING SPACE PROVIDED - 1 SPACE TOTAL PARKINAG PROVIDED INNPHASEEONEE� 47SPACES PHASETWO OFFICEING "A" * BUILMS @ 80% = 5,621 S.F. NET * 5,621 S.F. @ 1 PARKING SPACE/ 200 S.F. = 2B PARKING SPACES TOTAL PARKINIG REQUIRED IN PHASE TWO - 28 SPACES TOTAL ADDITILONAL PARKING PROVIDED IN PHASE TWO 23 SPACES PARKING FOR PHASES 1 + 2 TOTAL PARKIMIG PROVIDED - 70 SPACES PAVING SPECIFICATIONS DUMPSTER PAM: * 5" PLAINFPORTLAND CEMENT CONCRETE SIDEWALK: * 4" - /21A BIASE STONE * 4" CONCRETE ROADS * 10" - i21A .AGGREGATE BASE MATERIAL * 2" - BM- 2 * 2" - SN- 2A .&m. vJ. Thomas Gale Lic. No. 1443B OFFICE PARKINGG LOT EASEMENTS * B" - f21A AAGGREGATE BASE MATERIAL * 2" - BM - 2 * A PLAT SHOWING PROPOSED STORM DRAINAGE EASEMENTS * 2" - SN - 2A IS RECORDED IN DEED BOOK XXX ON PAGE XXX. EQUIPMENT YARM AREA * 10" - 121A AGGREGATE BASE MATERIAL NET TOTAL ACREAGE OF NATURAL CRITICAL SLOPES TO BE DISTURBED * 0.99 ACRES (TOTAL) - 0.33 ACRES (MANMADE) - 0.66 ACRES NATURAL CRITICAL SLOPES * 2.41% OF THE TOTAL SITE AREA. * 17.46% OF ALL CRITICAL SLOPES. BRF.A10)OYIMOFQV" ROPE DEVELOPMENT FOR*WANDOFFICEAFM TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR CONSTRUCTION OF THE SHOP AREA * EXISTING ACRES % PROPOSED % BUILDING 0 S.F. 11.64% 0% 35,044 S.F. 3% PAVED 40.076 S.F. 0 3% 229, 728 S.F. 19% (or Gravel) OPEN 1, 152.162 S.F. SITE LAYOUT, 30 SCALE 97% 927,466 S.F. 78% TOTAL 1, 192,23B S.F.100% SITE LAYOUT, 40 SCALE 11 192.238 S.F. 100% TRAFFIC GENERATION ROAD PATH VEHICLE SIZE LESS THAN 10,000 LBS GREATER THAN 10,000 LBS G.V.W. G.V.W. EAST ALONG ST. RTE. 22 TRIPS IN 2 TRIPS IN 738 PAST MURRAY SCHOOL 22 TRIPS OUT 2 TRIPS OUT WEST ALONG 40 TRIPS IN 6 TRIPS IN ST. RTE. 738 40 TRIPS OUT 6 TRIPS OUT SLOPE ANALYSIS TOTAL ACREAGE FOR TMP 58-37 - 27.37 ACRES. CRIIIGLamm TOTAL ACREAGE OF CRITICAL SLOPES. * 3.78 ACRES * 13.81% OF TOTAL SITE AREA TOTAL ACREAGE OF ALL CRITICAL SLOPES TO BE DISTURBED. * 0.99 ACRES * 3.62 % OF TOTAL SITE AREA * 26.19% OF ALL CRITICAL SLOPES TOTAL ACREAGE OF MANMADE SLOPES TO BE DISTURBED. * 0.33 ACRES * 1.21 % OF TOTAL SITE AREA * 8.73% OF ALL CRITICAL SLOPES ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. Prior to commencement of 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 (V.D.O.T.). 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 V.D.O.T. 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 maximium allowable slope is 2:1(horizontal:vertical) . Where reasonably obtainable, lesser slopes of 4:1 or Netter 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 signssha11 conform with the Virginia Manual for Uniform Traffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. with ion co B OSHAAll eStandards for the xcavation for eConstruction Industry rground pipe t(29 CFR tPartp1926). FLOOR AREA RATIO (Industrial, Office, Storage) INDUSTRIAL USE TOTAL BUILDING INDUSTRIAL USE PERCENT INDUSTRIAL PERCENT INDUSTRIAL SQUARE FOOTAGE SQUARE FOOTAGE IN BUILDING IN TOTAL SITE MAINTENANCE 1.5. 540 S.F. SHOP STORAGE USE TOTAL BUILDING SQUARE FOOTAGE POLE BARNS 12.960 S.F OFFICE USE TOTAL BUILDING SQUARE FOOTAGE 13.721 S.F. STORAGE USE SQUARE FOOTAGE 12,960 S.F OFFICE USE SQUARE FOOTAGE PERCENT STORAGE IN BUILDING 100 % PERCENT OFFICE IN BUILDING 1.15% PERCENT STORAGE IN TOTAL SITE 1.1 % PERCENT OFFICE IN TOTAL SITE FAULCONER 13,088 S.F 13.088 S.F 100 % 1.1 % OFFICE & BUILDING "A" PARKING SCHEDULE PHASE ONE FAULCONER DFIFICE- * 18 OFFICE EMPLOYEES @ 1 PARKING SPACE/ EMPLOYEE = SB PARKING SPACES * 0 OFFICE (FACILITY VEHICLES @ 1 PARKING SPACE/ VEHICLE = 0 PARKING SPACES * TOTAL PARIKING SPACES REQUIRED = 18 PARKING SPACES * TOTAL PARKING SPACES PROVIDED = 30 PARKING SPACES NOTE: IN OF THE THE PARKINGLATIO MODIIFICATION.20SUCH LA MODIFICATION)HAS QBEEN SAPPROVED AN OVEO BY THE ZONINIG ADMINISTRATOR (4-30-04) . FAULCONER SHIOP ANO YARD *�'�"EfaPCOY(EES-@ 1 PARKING SPACE/ EMPLOYEE = 12 PARKING SPACES * 2 COMPANY' VEHICLES @ i PARKING SPACE/ VEHICLE = 2 PARKING SPACES * TOTAL PARKING REQUIRED (SHOP & YARD) = 14 SPACES * TOTAL PARKING PROVIDED = 17 SPACES * LOADING SPACE REQUIRED = 13.721 S.F. @ 1 SPACE/10,000 S.F = 1 SPACE * LOADING SPACE PROVIDED - 1 SPACE TOTAL PARKINAG PROVIDED INNPHASEEONEE� 47SPACES PHASETWO OFFICEING "A" * BUILMS @ 80% = 5,621 S.F. NET * 5,621 S.F. @ 1 PARKING SPACE/ 200 S.F. = 2B PARKING SPACES TOTAL PARKINIG REQUIRED IN PHASE TWO - 28 SPACES TOTAL ADDITILONAL PARKING PROVIDED IN PHASE TWO 23 SPACES PARKING FOR PHASES 1 + 2 TOTAL PARKIMIG PROVIDED - 70 SPACES PAVING SPECIFICATIONS DUMPSTER PAM: * 5" PLAINFPORTLAND CEMENT CONCRETE SIDEWALK: * 4" - /21A BIASE STONE * 4" CONCRETE ROADS * 10" - i21A .AGGREGATE BASE MATERIAL * 2" - BM- 2 * 2" - SN- 2A .&m. vJ. Thomas Gale Lic. No. 1443B OFFICE PARKINGG LOT EASEMENTS * B" - f21A AAGGREGATE BASE MATERIAL * 2" - BM - 2 * A PLAT SHOWING PROPOSED STORM DRAINAGE EASEMENTS * 2" - SN - 2A IS RECORDED IN DEED BOOK XXX ON PAGE XXX. EQUIPMENT YARM AREA * 10" - 121A AGGREGATE BASE MATERIAL NET TOTAL ACREAGE OF NATURAL CRITICAL SLOPES TO BE DISTURBED * 0.99 ACRES (TOTAL) - 0.33 ACRES (MANMADE) - 0.66 ACRES NATURAL CRITICAL SLOPES * 2.41% OF THE TOTAL SITE AREA. * 17.46% OF ALL CRITICAL SLOPES. BRF.A10)OYIMOFQV" ROPE DEVELOPMENT FOR*WANDOFFICEAFM TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR CONSTRUCTION OF THE SHOP AREA * 0.44 ACRES * 1.61 % OF TOTAL SITE AREA SHEET * 11.64% OF ALL CRITICAL SLOPES 250 2 OF 21 ---------- EXISTING CONDITIONS 100 SCALE * PLEASE NOTE: 0.33 OF THE 0.44 ACRES DISTURBED ARE MANMADE SLOPES 3 OF 21 ---------- 0 THEREFORE THE NET NATURAL CRITICAL SLOPE TO BE DISTURBED IS 0.11 ACRES. TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR CONSTRUCTION OF THE OFFICE AREA * 0.05 ACRES SITE LAYOUT, 30 SCALE * 0.18 % OF TOTAL SITE AREA 708 * 1.37% OF ALL CRITICAL SLOPES SITE LAYOUT, 40 SCALE T TOTAL ACREAGE 0.° NATURAL CRITICAL GLOPEG DISTURBFD FOR CONSTRUCTION OF THE OFFICE AND SHOP AREAS * 0.11 ACRES (SHOP AREA) + 0.05 ACRES (OFFICE AREA) = 0.16 ACRES * 0.58% OF THE TOTAL SITE AREA. * 4.23% OF ALL CRITICAL SLOPES. BREMOXWYN OF CtiDCA a OPE DEVELOPMENT FOR STREAM GROMM TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR STREAM CROSSINGS * 0.50 ACRES * 1.83 % OF TOTAL SITE AREA * 13.23% OF TOTAL AREA OF CRITICAL SLOPES NOTE: THE FEBRUARY 4, 2003 COUNTY STAFF REPORT STATES THAT THIS DISTURBANCE WAS DEEMED "NECESSARY TO PROVIDE REASONABLE ACCESS TO THE SITE .... THERE IS NO REASONABLE ALTERNATIVE LOCATION OR ALIGNMENT TO PROVIDE ACCESS TO THE USABLE PORTIONS OF THE SITE". ADDIIR)NIIL NOTE: THIS SITE PLAN REFLECTS A REVISION OF THE PROPOSED LAYOUT AND GRADING IN THE PORTIDN OF THE SITE ADJACENT TO "OFFICE BUILDING A." THIS REVISION HAS RESULTED IN A THIRTEEN (13) PERCENT REDUCTION IN THE AMOUNT OF EXISTING CRITICAL SLOPES THAT ARE IMPACTED BY THIS PROJECT. NOTES PLAN SCALE AND DIMENSIONS: * 00 NOT SCALE THESE DRAWINGS. USE THE DIMENSIONS AS SHOWN INSTEAD OF SCALING THE DRAWING. BRING ANY DISCREPANCIES TO TO THE ATTENTION OF THE SITE ENGINEER. * IT IS THE CONTRACTOR'S RESPONSIBLITY TO FIELD VERIFY ALL DIMENSIONS. UTILITIES: IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. SIGNAGE: * THE LOCATION AND DESIGN OF ANY PROPOSED SIGNS WILL BE SUBMITTED SEPARATELY. LANDSCAPING: * ALL TREES THAT ARE TO BE SAVED ARE TO BE FLAGGED PRIOR TO ANY GRADING OR CONSTRUCTION. LIGHTING: * THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. * EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. FLOOD ZONES PARCEL 37 AS SHOWN ON TAX MAP 58 AND PART OF THIS DEVELOPMENT PLAN LIE WITHIN ZONE C ENTITLED "AREAS OF MINIMAL FLOODING" AS SHOWN ON FLOOD INSURANCE MAP COMMUNITY PANEL NUMBER 510006 0215 B EFFECTIVE DATE DECEMBER 16, 1980. WATER RESOURCE AREA * THE SITE LIES WITHIN A WATER SUPPLY PROTECTION AREA. RESERVOIR WATERSHED * THIS SITE LIES WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED. EMPLOYEES * THERE WILL BE A MAXIMUM OF 30 EMPLOYEES PER SHIFT. * THE OFFICE WILL HAVE 18 EMPLOYEES. * THE SHOP WILL HAVE 12 EMPLOYEES. EXPLOSIVES * STORAGE OF DYNAMITE BLASTING CAPS AND OTHER EXPLOSIVES IS PROHIBITED ON THIS SITE. FOR THE PURPOSES OF THIS CONDITION STORAGE SHALL MEAN THE EXISTENCE OF THESE MATERIALS ON THE SITE FOR MORE THAN FOUR (4) CONSECUTIVE HOURS ON ANY ONE DAY. FIRE PROTECTION: * NONE OF THE PROPOSED BUILDINGS WILL BE OUTFITTED WITH A SPRINKLER SYSTEM.. * BOTH PROPOSED OFFICE BUILDINGS DO NOT REQUIRE SPRINKLING DUE TO THEIR SIZE. * THE PROPOSED MAINTENANCE BUILDING WILL HAVE MASONRY WALLS CONFIGURED SO AS TO LIMIT THE LARGEST UNDIVIDED AREA TO 10,600 S.F. TRASH FAULCONER OFFICE & OFFICE BUILDING "A" * ALL TRASH IS TO BE STORED IN CANS LOCATED INSIDE OF THE BUILDINGS. FAULCONER MAINTENANCE YARD * ALL TRASH IS TO BE DISPOSED OF IN OUMPSTER - SHOWN ON PLAN. WATER/ SEWER * THIS PROJECT WILL USE LESS THAN 400 GALLONS OF WATER PER ACRE PER DAY, AND AND NO OTHER SEWAGE OTHER THAN DOMESTIC WASTE WILL BE CREATED. ELECTRIC UTILITY * ALL PROPOSED ELECTRIC SERVICE LINES WILL BE UNDERGROUND. APPROVAL DEPT. OF PLANNING VIJGJNIA DEPT. OF HIGHWAYS & COMMUNITY BEV �/� d �P,A ,►/'1P, /'"` DEPT. OF ENG NG �` E�\pgeiNq Cam DEPT. OF ALBEMARLE COUNTY FIRE OFFICIAL SITE VIRGINIA \PT. OF HEALTH , A,BEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY BUILDING OFFICIAL 3423 REVISION 6-2�,24.pEo_ COMMUNITY DkifELOPMENT REVISIONS APRIL aocarts 20, 2004 zorir JULY 80, 2004 GING. CIATS Z 0 a Z Q ZX IL 0 so W 8wtWit 0 oc$ Z W �OLL ..LLL FILE NUMBER 3423 SHEET 1/21 T N s7s SHEET MS RI VER250 SITE 676 COVER SHEET 250 2 OF 21 ---------- EXISTING CONDITIONS 100 SCALE 736 IVY SHEET 3 OF 21 ---------- 0 SHEET AAjtg0g0 MURRAY SITE LAYOUT, 30 SCALE SCHOOL 5 OF 21 ---------- SITE LAYOUT, 30 SCALE LITTLE IVY CREEK 679 SHEET 6 OF 21 ---------- 708 SHEET VICINITY MAP SITE LAYOUT, 40 SCALE SCALE: 1* = 2000' B OF 21 ---------- SITE DETAILS n APPROVAL DEPT. OF PLANNING VIJGJNIA DEPT. OF HIGHWAYS & COMMUNITY BEV �/� d �P,A ,►/'1P, /'"` DEPT. OF ENG NG �` E�\pgeiNq Cam DEPT. OF ALBEMARLE COUNTY FIRE OFFICIAL SITE VIRGINIA \PT. OF HEALTH , A,BEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY BUILDING OFFICIAL 3423 REVISION 6-2�,24.pEo_ COMMUNITY DkifELOPMENT REVISIONS APRIL aocarts 20, 2004 zorir JULY 80, 2004 GING. CIATS Z 0 a Z Q ZX IL 0 so W 8wtWit 0 oc$ Z W �OLL ..LLL FILE NUMBER 3423 SHEET 1/21 TABLE OF CONTENTS SHEET 1 OF 21 ---------- COVER SHEET SHEET 2 OF 21 ---------- EXISTING CONDITIONS 100 SCALE SHEET 3 OF 21 ---------- OVERVIEW 60 SCALE SHEET 4 OF 21 ---------- SITE LAYOUT, 30 SCALE SHEET 5 OF 21 ---------- SITE LAYOUT, 30 SCALE SHEET 6 OF 21 ---------- SITE LAYOUT, 30 SCALE SHEET 7 OF 21 ---------- SITE LAYOUT, 40 SCALE SHEET B OF 21 ---------- SITE DETAILS SHEET 9 OF 21 ---------- STORM PROFILES SHEET 10 OF 21 -------- STORM PROFILES SHEET 11 OF 21 -------- DRAINAGE SUMMARY SHEET 12 OF 21 --------- LANDSCAPE PLAN, 30 SCALE SHEET 13 OF 21 --------- LANDSCAPE PLAN, 30 SCALE SHEET 14 OF 21 --------- LANDSCAPE PLAN, DETAILS SHEET 15 OF 21 --------- LIGHTING PHOTOMETRIC, 30 SCALE SHEET 16 OF 21 --------- LIGHTING PHOTOMETRIC, 30 SCALE SHEET 17 OF 21 --------- LIGHTING DETAILS SHEET 18 OF 21 --------- LIGHTING DETAILS SHEET 19 OF 21 --------- LIGHTING DETAILS SHEET 20 OF 21 --------- LIGHTING DETAILS SHEET 21 OF 21 --------- LIGHTING DETAILS APPROVAL DEPT. OF PLANNING VIJGJNIA DEPT. OF HIGHWAYS & COMMUNITY BEV �/� d �P,A ,►/'1P, /'"` DEPT. OF ENG NG �` E�\pgeiNq Cam DEPT. OF ALBEMARLE COUNTY FIRE OFFICIAL SITE VIRGINIA \PT. OF HEALTH , A,BEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY BUILDING OFFICIAL 3423 REVISION 6-2�,24.pEo_ COMMUNITY DkifELOPMENT REVISIONS APRIL aocarts 20, 2004 zorir JULY 80, 2004 GING. CIATS Z 0 a Z Q ZX IL 0 so W 8wtWit 0 oc$ Z W �OLL ..LLL FILE NUMBER 3423 SHEET 1/21 U �m °'"8 C4 UX3 73xa. S U O 0. •-.__._._.._ - rte. _, •� - ':�_:. r:. - - tp '.•.. ... •off U \\ t * _---•..._ \- _ -. �... "._`,..__�.._._•- � 7 I � j t ` i' A48 <p'°° h'q }- � z w u1 y LAI 676 ` \\. ?-' ,I,•f\ ._ a•N\ ,...'\ r '--: - - , i J to W v . 4\\ \ \ [ `* 6 \ - p• : \'u+la6•' t"i. J I 1 t ( \,! W U \ * 1 T, \ /♦ �\ 1 [ ` .." 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LPIND BANS ALLA9LE C7,262" TIE3 NEAREST " \\ \ \ LIMITS OF PROP05ED ,IN, �G DRAItFIELD t7 i ! \6ATE { TIFIED BY LYNN RAINIVILLE, FIELD 1-00TID BY RABU�N, ..� '� �-'• - . _. / TNG. ON 5EkOIZZ B 2003. \\ 3srolrEs F50 NE16NT: P9 1' vMr- . 5EE o Vpvr \ NTNG„ i "t;., \ t :t '`\ �4A , i^le „1 1 i"t \0tS v t rZ `�v_ AMa J �T13 j+ fjj \` ViaA 4, Ni ��;O C) J'c jCn :o J' t}+ '..r ,I ta Lu En LLJ \J C.._ mui Lu / 1 LO L9. f f / W : m..Q n co0- /;' how z Z/ Y m z,' / cc,� i m U fj o i t �. ..�.... __ _. ......... E - _.............___ -- __ Ln - - -----t------EX ;�=-- � ..�-%fir ,, '"..._._.-._.._•_ / 1 I i INLL, IN IN IN IN IN CL \ cC�' �P 1IN O i v `.J Thomas•Gale Ko. 1443B \ REVISIONS APRIL 20.2004 2CN04O CMTS JULY 30, 2004 ENO. 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AREA OF SCCtgN SO. FT. ] * D- I'-0" 6]] 2.63 3 f 1-2%- IPo9 E 4 8.000 - 9.0M LBS.W.FT. LESS 5,83 5 SDD. DRY. CEI MD MLL CELEMEO........................ 2-0- f 5.13 6 •• 2,LY" 20.9 f ] - 2-9%- ves y WN e " 3'-2X- 2720 ¢43 9 3`]'/- 3054 2133 � ap" 3.396 35.63 N •• 4•.4Y4" 37N 30.33 12 fFyn N 4 -9$" ` f x01 5'-2$ 4361 40.93 N S' -PA' Olt 46.33 / Di F" 6'-0. 5043 53.13 HON , E EC ace EC / TOTO x d 2.00f 2.601 go R +0 / wiu m yAW 1 rD1Y0 d mo / b aJ u2 0 JJ">WJ N^� b UNW y1D' NJ i m� \ W 4 tiY 0 \ W 6J > nN0 y. N V ♦ 11 I U. �> TA LC 45.00 \ II / o M 1 aw o' y ` EXISTING J 6 ui W V33G'RCP LC PT Sta 0+50 67 LC PT ELEV He 00 0 0 �A i tl W °''LJL3 Q 24 -RCP IO LOX PT S a 2+6 .79 LOW PT E EV 61 .07 LC 21).00 10 a 4. 44 4+50 + 4 4 VVV M.,v •.vv SCALE: HORIZ.: 1" = 50' ROAD PROFILE VERT.: I" = 10' STREAM GROSSING TO MAINTENANCE SHOP 66( 65( 641 63 62 61 3 5S 5E U*UU VEJV SCALE: ROAD PROFILE HORIZ.: I" = SO' STREAM GROSSING VERT.: I" = 10' ENTRANCE INTO SITE 50 40 30 120 i10 500 590 580 60 50 40 RIO 120 AID 300 590 # WATER S10P5 TO BE ELASYNERC OR OTKR APPROVED 94" MW&DED MATERIAL. DNENSIONS $MOWN ME I85GYTE WIMA4 JW1 FILER— EXPANSION J TS AT N1ERVALS NOT EXCEENx6 W. SEE FETAL KWNT CE WALL 'YY' N FEE} 1xCRK55 AT i0P "I' N FEE] Tle .IS AT BASE B -AN COLPRESSIM AT TOE LBS. SO. FT. AREA OF SCCtgN SO. FT. ] * D- I'-0" 6]] 2.63 3 f 1-2%- IPo9 3.93 4 8.000 - 9.0M LBS.W.FT. LESS 5,83 5 SDD. DRY. CEI MD MLL CELEMEO........................ 2-0- f 5.13 6 •• 2,LY" 20.9 w.63 ] - 2-9%- ves y WN e " 3'-2X- 2720 ¢43 9 3`]'/- 3054 2133 � ap" 3.396 35.63 N •• 4•.4Y4" 37N 30.33 12 4 -9$" ` f 13 5'-2$ 4361 40.93 N S' -PA' Olt 46.33 N 6'-0. 5043 53.13 , EC �Y EC o 'g. d 2.00f 2.601 go . +0 / m 1 rD1Y0 �00 / b aJ JJ">WJ N^� UNW y1D' NJ i m� /^IxNI W 4 tiY / LET U W N V ♦ 11 I U. �> TA LC 45.00 o 1 aw o' y ` EXISTING J 6 ui W V33G'RCP LC PT Sta 0+50 67 LC PT ELEV He 00 0 0 U*UU VEJV SCALE: ROAD PROFILE HORIZ.: I" = SO' STREAM GROSSING VERT.: I" = 10' ENTRANCE INTO SITE 50 40 30 120 i10 500 590 580 60 50 40 RIO 120 AID 300 590 # WATER S10P5 TO BE ELASYNERC OR OTKR APPROVED 94" MW&DED MATERIAL. DNENSIONS $MOWN ME I85GYTE WIMA4 JW1 FILER— EXPANSION J TS AT N1ERVALS NOT EXCEENx6 W. SEE FETAL KWNT CE WALL 'YY' N FEE} 1xCRK55 AT i0P "I' N FEE] Tle .IS AT BASE B -AN COLPRESSIM AT TOE LBS. SO. FT. AREA OF SCCtgN SO. FT. ] * D- I'-0" 6]] 2.63 3 2om0 LBS. SOFT. 1-2%- IPo9 3.93 4 8.000 - 9.0M LBS.W.FT. LESS 5,83 5 SDD. DRY. CEI MD MLL CELEMEO........................ 2-0- I'm 5.13 6 •• 2,LY" 20.9 w.63 ] - 2-9%- ves u.93 e " 3'-2X- 2720 ¢43 9 3`]'/- 3054 2133 10 ap" 3.396 35.63 N •• 4•.4Y4" 37N 30.33 12 4 -9$" 4050 361-3 13 5'-2$ 4361 40.93 N S' -PA' Olt 46.33 15 6'-0. 5043 53.13 a, DN, ,N ASPN,L, Dw, N KGN, M f}. A -Y BAA EMTN ICO LOS. COxCRELE • ISO LBS. MOLE CE OEN9E "&I OCTAL DCTAL .7e 0. a AOw. M GRME- 3,N. WE e MMT ; Ir POe0U5 BlCxlu \\ .IpO LBS./W.fY� r'RI 70 Wrz' F COWRESSiM AT TOE EACEE05 SAE KMNB CMA.YTY OF SUL. A SPECIAL EOO1N6 IS TO BE MO. DEPTH a WALL N GOOMD DETERMhEO BY COIDITIOxS, TO BE WT LESS THAN I'V. BENE CONCRETE GRAVITY RETAINING WALL LEVEL BACKFILL s06 "GULL DEPARTMENT OF TRA TATwx PLAN VIEW WITHIN THE LIMITS OF PHASE 2 GONSTRUGTION SCALE: I"= 30' NOTE: THI5 PLAN DENOTES A ROUGH GRADING PLAN FOR THE PORTION OF THE 51TE DE516NATED A5 PHASE 2. DURING PHASE I, THI5 AREA IS TO BE GRADED AS 5HOINN AND THEN STABILIZED WITH GRA55. NO BUILT IMPROVEMENTS ARE TO TAKE PLACE WITHIN THE OUTLINED LIMITS UNTIL PHASE 2 OF CONSTRUCTION. 0:\RGA\BNELSON\3423 FAULCONER\FINAL SITE PLAN\3423 REVISION 6-25-04. pro J. Thomas Gale a Lic. No. 14438 kA REVISIONS JULY 90, 2004 UQ. cum FILE FILE NUMBER 3423 LSHEET 8121 SAE BEARM CMACIT" OF SOL ROL%LWIY_...._._._....... ..... ........... ..... .- .... .................. .nO.CN 20.000 LBS.S0," CRAFT'AO COARSE SAD. 1}ELL CEMENTED...._ .............. *.WO 2om0 LBS. SOFT. MAY w TWA KOS. ALWMS WY .......... ............... ......_.....12.100 . X.000 1. SO.". CLA, N T. KOS, YCOERATELV MY ............................. 8.000 - 9.0M LBS.W.FT. [LAY.SOFT..............._._...._....................._..........-............. 2.000 - 4.000 LBS. SO.". SDD. DRY. CEI MD MLL CELEMEO........................ B.OM - V,000 LBS, SO. PT. SMO. MEM.OY......................................................_.._...... 410 0 - 8.000 LBS. S0. Fl. ALLVVUL SOLS.ETC............... LOW-1.000LBS.SO.FT. 70 Wrz' F COWRESSiM AT TOE EACEE05 SAE KMNB CMA.YTY OF SUL. A SPECIAL EOO1N6 IS TO BE MO. DEPTH a WALL N GOOMD DETERMhEO BY COIDITIOxS, TO BE WT LESS THAN I'V. BENE CONCRETE GRAVITY RETAINING WALL LEVEL BACKFILL s06 "GULL DEPARTMENT OF TRA TATwx PLAN VIEW WITHIN THE LIMITS OF PHASE 2 GONSTRUGTION SCALE: I"= 30' NOTE: THI5 PLAN DENOTES A ROUGH GRADING PLAN FOR THE PORTION OF THE 51TE DE516NATED A5 PHASE 2. DURING PHASE I, THI5 AREA IS TO BE GRADED AS 5HOINN AND THEN STABILIZED WITH GRA55. NO BUILT IMPROVEMENTS ARE TO TAKE PLACE WITHIN THE OUTLINED LIMITS UNTIL PHASE 2 OF CONSTRUCTION. 0:\RGA\BNELSON\3423 FAULCONER\FINAL SITE PLAN\3423 REVISION 6-25-04. pro J. Thomas Gale a Lic. 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No. 14438 62C 620 640a 650 O SURI 650 0.00 0+50 1+00 1 ' 640 630 0+00 0+50 1+00 650 550 it , I llll M 0 630 3 Oi 630 60 64C 63C 630 62 20fill 640 Pow M 62 1:620 bic 610 600 1,31 6 630 61 60 1 IMM, ' 1+50 30 3+50 4e00 4+50 5+00 5+50 6+00 0+00 Or50 I+00�� 0� 0+00 0+50 1+00 LR ,A �2> ri3215 6 Lu so 0 " qpIQ c�3Q40 �_/ O [(� 2 a 9) U Q ic�CQ ¢(g O Z OU >o 3am- wj �Q UQ w� po J2 Q AQ�a� WLcc � / f z �� �� UN W �¢ o� uj aw �� " qpIQ c�3Q40 �_/ O [(� 2 a 9) U Q ic�CQ ¢(g O Z OU >o 3am- wj �Q UQ w� po J2 Q AQ�a� WLcc � / W z �� �� UN W �¢ o� uj aw �� W OWIL %a REVISIONS �_/ O [(� 2 a 9) U Q ic�CQ ¢(g O Z OU >o 3am- wj �Q UQ w� po J2 Q AQ�a� WLcc � / W z �� �� UN W �¢ o� uj aw �� W OWIL %a REVISIONS APRIL 2D, 2004 DDNWO CMTS JULY 90, 2D04 ENO. CAit78 DATE APRIL T, 2004 PLAN SCALE J 1 O [(� 2 a 9) U Q ¢w ¢(g O Z OU >o wj �Q UQ w� po J2 Q AQ�a� WLcc � uJU Lu W z �� �� UN W �¢ o� uj aw �� W OWIL %a REVISIONS APRIL 2D, 2004 DDNWO CMTS JULY 90, 2D04 ENO. CAit78 DATE APRIL T, 2004 PLAN SCALE 1:_40" PROFILE SCALE HORIZ: T• � veRr.: r - 6a Ta Z OFF O Ir � ,0 N ,^ J a 5 0 V/ Z�� Q� a ILI �, � Z rt N® J 1 O [(� 2 a 9) U Q ¢w ¢(g O Z OU >o wj �Q UQ w� po J2 Q AQ�a� WLcc � uJU Lu W z �� �� UN W �¢ o� uj aw �� W OWIL %a REVISIONS APRIL 2D, 2004 DDNWO CMTS JULY 90, 2D04 ENO. CAit78 DATE APRIL T, 2004 PLAN SCALE 1:_40" PROFILE SCALE HORIZ: T• � veRr.: r - 6a Ta Z OFF O Ir � ,0 N ,^ J a 5 0 V/ Z�� Q� a ILI �, � Z rt 1 0yA `op90 J 60 "\ �0 0\00 1 \\ 000 q0 SCALE 1" = 200' 057B0 � �- j �� zoo foC 0 zoo 400 \ '`�. • `� , • • '—• / 1 SCALE 7N FEET e --' OOOp Opp~ £ 51 � 42 ,../ 0 058A O 058A10100001B0 0 Q 0580000000013q 05700000014200 oo��o OS8000000013g0 o, Y� 0s8000470001100 p5'p000001AeA OSS00000001200 p51050000�k�00 00 y Oo Doti O°O '"fib O 0000 O g p 0 0 0 0 671: 5 td cu o ,.A 14 o� o 1 J a p ! o /Jf uf ^.. \; a 9 q! g " ose0000Q Doi 0 67/1: 9 X X1 &b: �;—gid`-__.-- /� `� • � Y yl °$Bg1�X �O°400 it i X X OWNER: S i 'i 1 LI ? ISTNG'\TRE y� 1 � t 1 i\ 1 \ •i, \ i * , 1 t ,'% -\PRD�EO �AFFE LINE �\ e tt \ t \ a' , R MAUI r4M h F Gt}_.pF+RN N. \t i ``?`,, \\ •` ` \ orf '',.off; ck.>u �,�_ \. PM 1 gym.• -1 / ` @ .t '✓tom \ \ t A \•`;``` ......._..-.-._qac? HtKz \ - t / SHADING DENOTES EXISTING SLOPES / OF 25% OR GREATER. t l l \ \ l ?, NNNr \to Nk \t \ t At TMP \58-8 SMEET MAN F. KYx II, T�(J` !T USE ELLE ST \VACANT / \#jj I ?� `, 5D RO,LDING SETBACK A'ON`=DISTUR® BNE&t , a Ij i ijJi i , t ; i i i \ ` \ \\ \ '\ 1 ,, \ TM�! 58 ,Q ZQNINGx R.k OWNER; THOMAS\ 6 CkLEE ';PRESENT, USE:, FARM 6 4 ?t ' t l 1 t ; •� �-Net, '-�j� l 1_Y 1 i t _ i •`i _ � i ' i it , , j ,\ It •? i , , i i t O \Z kw±m , Yy. � /;'i,l ,_kms ,�•F ER � ��•r IL `/t L� 5.. 909 > it TSWNER VIRGIN A LAND HOLDING$ LLQ,,--, ;} F,HtbtKf'USE UMMEACIALI INDUSTRIAL r • r \ 't\ HUTCHASONtC IESIOENC 1 �✓y� r' t ) Nom' i , r' 1 FILE NUMBER owe. 4 001 IN `\ / � h ag, , SHEET • r \ 't\ HUTCHASONtC IESIOENC 1 x \ to It f " w i W o W 1 Z2Rj� y Ir 2 � V W Z �WCIE ' ` • m 1�[,,i\,\\, •', REVISIONS 'Ilk ' el F '� �! \ AE�LIN �• '�� S ` `\ DATE •_••�.. 601 11-09 v' tcn� •� - ..- .....i ...... • y�, s ATE Rd� T''B ' `, ¢""+�,�+i roes „„�, '� �.X; —. ,+ 4f , l CONTOUR INTERN 1 & 2 FEET f' , 4 . r /' f i r w,;✓ /....... :..:._........q � • � � -" - 1; /' .. mob"'".-- ZONI : L.I. / OWNER— -SEA GROVE LLC. PRESENT U . COMMERCIAL/ IND rrr 5tf-i/C1 0 ER: VIRGINIA LAND HOLDINGS LLC PRE T SE: COMMERCIAL/ INDUSTRIAL (D DRR iN SGL ACAs G:\RGA\BNELSON\3423-FAULCONER\FINAL SITE PLAN\3423 ORIGINP w z HU HQ 3 U m¢`no m •.caO fZDV Q HN�lll w= II n I. z Nz a a s v w CD M 0 wu- zOLL ®W LL ow FILE NUMBER owe. 4 i j• / � h ag, , SHEET 3/15 -20-03 (3- x \ to It f " w i W o W 1 Z2Rj� y Ir 2 � V W Z �WCIE ' ` • m 1�[,,i\,\\, •', REVISIONS 'Ilk ' el F '� �! \ AE�LIN �• '�� S ` `\ DATE •_••�.. 601 11-09 v' tcn� •� - ..- .....i ...... • y�, s ATE Rd� T''B ' `, ¢""+�,�+i roes „„�, '� �.X; —. ,+ 4f , l CONTOUR INTERN 1 & 2 FEET f' , 4 . r /' f i r w,;✓ /....... :..:._........q � • � � -" - 1; /' .. mob"'".-- ZONI : L.I. / OWNER— -SEA GROVE LLC. PRESENT U . 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