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Home My WebLink AboutSDP199800045 Plan - Approved Major Amendment, Final Site Plan 1998-06-18TO CHRIS GREEN LAKE I RT 606 BRIARW00D SUBDIVISION VICINITY MAP,"=2o00'-o" EXIST TURNING LANE SE WOOOBRIAR ASSOC. TM 32E PAR 1 DB 690 PP. 232 ZONED PRD / DETENTION POND NO. 2 50 03E i6) WILLIAM J. DOLL T 2 PAR 209 ZONED RA M MODULAR OFFICE 10,1111"GNC MODULAR R WOFj OFFICE SE�OJ10.F,0 a M,pSA0�11-01NG 0 54 43E GENERAL ELECTIRC TM 20 PAR 19E 535 2' 45W (35 13 45W (35.45') .(94.52') (35.49') S34 20 52W 000 EXISTING CHEMICAL ZONED RA - \ STORAGE STORAGE BUILDING SMEH1 _ _ _ o%Pp i 01�c1G \ 901 11 S34 20 52W 5228.91') xO ORH ORPZE p1N0 184.21' 134.10' 10 09 39 48 1500.00' ITER O GENERAL ELECTIRC a 10.82' D TM 2 1PAR 14 50.263A) TM 20 PAR 19D (2.00A)�- 14 39 40 39 U. S. ROUTE 29 NOfi 17 W DB 647-294 ZONED RA (30. 21') L=3.46' NORTH BOUT LANE \ R=1784.25 525 41' tCHARLES \ D=11 21 5 29 OS S77 16 35W N23 (33.36') E. BAKER M21 PAR 13D ONED RA S77 1 33W GENERAL ELECTIRC 1T \ (167.0 ') TM 21 PAR 13A (4.00A) ZONED RA 570 38 40E \ DB 338-228 PLAT \� (405.24') PARCEL 13A - FUTURE PARKING SUBJECT TO COUNTY REZONING � 0 \ L=245.85' R=952.54' Da 14 47 18 NEW ADDITION9l, 24000 FLOOQ FT. Ir N809W F (88.. 37'7' ) 0 " L=43.04' R=2404.93' DETENTION POND NO. 1 TECHNOLOGY BUILDING W. H. HANDCOCK TM 21 PAR 138 ZONED RA Nj4 13 5TE (3575'i 1442 49 20W (35 75 i 11j4 13 575, (30�^^.00')'�r�1'' 1142 49 20W (47 •bb) 3 5TW (}000 Nj4�5 2 49422E)(3p 00') I .�4 � GENERAL CONSTRUCTION NOTES SITE DATA 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED V.D.O.T.). 2. ALL PAVING AND 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. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE. IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUALFOR TRAFFIC CONTROL DEVICES, LATEST EDITION. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. SKIRTING SHALL BE INSTALLED FROM GROUND TO BOTTOM OF MODULAR PARKING CALCULATIONS EXISTING PARKING: REGULAR SPACES 957 SPACES ACNAI FIELD COUNT HANDICAP SPACES 17 SPACES AS OF MAR. 18, 1998 TOTAL PARKING 974 SPACES EXISTING PARKING AFTER NEW CONSTRUCTION: REGULAR SPACES 862 SPACES HANDICAP SPACES 15 SPACES TOTAL PARKING 897 SPACES PERSONNEL:PRESENT ADDITIONAL TOTAL FIRST (MAINZ SHIFT 968 PEOPLE 147 PEOPLE 1115 PEOPLE SECOND SHIFT 110 PEOPLE 0 110 PEOPLE THIRD SHIFT 60 PEOPLE 0 60 PEOPLE PARKING REQUIREMENTS: (ALBEMARLE COUNTY ZONING) ONE (1) SPACE FOR 2 EMPLOYEES ON MAIN SHIFT PLUS ONE (1) SPACE PER 500 SO. FT. SPACE OPEN TO PUBLIC. 1 SPACE FOR 200 SQ. FT. MOD. OFF., (3) 1980SQ. FT., (2) 288OSQ. FT. PARKING REQUIRED = 1,15 / 2 = 558 SPACES MODULAR OFFICES = 25 SPACES VISITOR SPACES (EXISTING) = 53 SPACES TOTAL SPACES REQUIRED = 635 SPACES PARKING REQUIREMENTS NOTE: RECENT PARKING SURVEYS SHOW THAT THE PRESENT FIRST (MAIN) SHIFT WORK FORCE OF 968 SATI'RATES THE EXISTING PARKING (957) SPACES. WITH THIS IN MIND, THE MORE REALISTIC REQUIREMENT AFTER THIS CONSTRUCTION WILL BE FOR 1115 SPACES PLUS 53 FOR VISITORS. (INCLUDING 19 REG AND 3 VAN ACCESSIBLE PARKING SPACES). Roar l F 606 \ (07 \ qQAPPROX Jwk�FRso �C / \ LOCATION / O 12" WATER LINE 1�5800•1 4 18 49E \ N1 \ O STATE RO TE 606 (DICKERSON ROAD) 1 RANOCK /`-- ! ELECTRIC COOPERATIVE 1 TM 21 PAR 12D (1.875A) 1 ZONING: L7 (FORMERLY M-1) BUILDING USE GROUP: F -I SITE LOCATED IN RIVANNA MAGISTERIAL DISTRICT. SURVEY AND TOPOGRAPHY PROVIDED BY: W.S. ROUDABUSH; ROGER W. RAY; DOWNING SURVEYS' INC; GLOCKNER & LINCOLNAND JOBEE ASSOC. SEE SITE PLAN THIS SHEET FOR TAX MAP NUMBERS, PARCEL NUMBERS, DEED BOOK NUMBERS AND PAGE NUMBERS. THE SITE HAS TWO (2 EXISTING STORM WATER DETENTION PONDS. THERE ARE NO OTHER BODIES OF WATER OR WATERCOURSES ON THE SITE. THE SITE IS NOT WITHIN A 100 YEAR FLOOD PLAIN. THE SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHEAD. 1THIS PROPERTY IS LOCATED IN THE ENTRANCE CORRIDOR (EC) AND AIRPORT IMPACT AREA (IAI) OVERLAY DISTRICTS. AREAS: TOTAL SITE AREA: 57,656 ACRES. BUILDING AREAS: (EXISTING BUILDING FOOTPRINT SHOWN). CHEMICAL STORAGE BUILDING:3000 SQ. FT. CNC j) 1 BUILDING: 10500 SQ. FT. CNC IM2 2 BUILDING: 10500 SQ. FT. DEPA TMENT OFFICE BUILDING: 41666 SQ. R ENGINEERING BUILDING: 17784 SO. FT.. FILTER BUILDING: 1036 SQ. FT. GROUP OFFICE AND LABORATORY: 13000 SQ. FT. HAZARDOUS WASTE STORAGE: 7320 SQ. FT. MANUFACTURING BUILDING: 183230 SQ. FT. TECHNOLOGY CENTER: 18000 SQ. FT. TOTAL BUILDING AREA: 308482 SO. FT. NEW OFFICE AREA: 24000 SQ. FT. FIRST FLOOR NEW MANUFACTURING:24000 SO. FT, MEZZANINE FLOOR EXISTING BUILDING FLOOR AREA RATIO: 12.2- OF TOTAL SITE. NEW ADDITION FLOOR AREA RATIO: 7.7- OF EXISTING BUILDINGS. NEW ADDITION FLOOR AREA RATIO: 0.95x OF TOTAL SITE. HEIGHT OF EXIST MANUF. BUILDING: 28'-421" PARAPET HEIGHT. HEIGHT OF NEW ADDITION: 28-4"' PARAPET HEIGHT •MODULAR OFFICES 3 MODULARS AT 660 SQ. FT. 1980 S0. FT. 2 MODULARS AT 1440 SQ. FT, 2680 SO, FT. ONLY ONE INSTALLED AS OF MAY 11, 1998 ADDITIONAL INFORMATION: 20- OR GREATER SITE SLOPE: NONE AT THIS SITE. WATER AND SANITARY SEWER FACILITIES: ADD NEW TOILETS. STORM WATER AND DRAINAGE: NO INCREASE - REPLACING EXISTING PAVING WITH NEW BUILDING CONSTRUCTION, REROUTED A PORTION OF OF EXIS TING STORM WATER ELECTRICAL SERVICE: EXISTING - NO CHANGE. TELEPHONE SERVICE: EXISTING - NO CHANGE. PARKING/PAVING: SEE SHEET PP2 FOR EXTENT OF PAVING. SEE PARKING CALCULATIONS. STREETS, TRAVELWAYS, EASEMENTS: EXISTING - NO CHANGE. INGRESS AND EGRESS TO/FROM SITE: EXISTING - NO CHANGE. AREAS FOR PUBLIC USE: EXISTING - NO CHANGE. TRASH STORAGE/COLLECTION: NO CHANGE. LANDSCAPING: NO CHANGE. r EXTERIOR LIGHTING: SEE DRAWING PP -2. LIGHTING USED TO ILLUMINATE PARKING AREAS SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJACANT STREETS AND RESIDENCES. LIGHTING SPLI'OVER ONTO PUBLIC ROADS AND PROPERTIES ZONED RESIDENTIAL OR RURAL SHALL NOT EXCEED ONE-HALF FOOT CANDLE. SIGNS: EXISTING - NO CHANGE. THE NEW ADDITION WILL BE CONSTRUCTED TO MATCH THE EXISTING MANUFACTURING BUILDING. SIGNATURES ENGINEERING FIRE OFFICIAL H TH DEPARTMENT PLAN LNG k COMMUNITY DEVELOPMENT SERVICE AUTHORITY VOID ZONING p9 22WE'SEMesl / J Y' 100' VA. S14 13 57WI 501:16, \ 14 16 5 S42 49 20E S30 20 37W (68.93') (64.80') S30 20 37W \ RECEIVED S54 10 03E'JUN 0 9 1998 (101.76) I PInnnin De t .S27(10 30 18W (S4110 11 26W (100.72' (5655101) 14W )(700.72') O O 535 2' 45W (35 13 45W (35.45') .(94.52') (35.49') S34 20 52W 000 S34 20 52W (697.39' S34 20 52W (840.00') 290.50' 4 14 21 28 5 38 10 27 \ (131.00') SMEH1 _ _ _ o%Pp i 01�c1G 7 44 53 06 901 _ _�_1 S34 20 52W 5228.91') xO ORH ORPZE p1N0 184.21' 134.10' 10 09 39 48 1500.00' 252.98' O GENERAL ELECTIRC 10.82' TM 21 PAR 12 7.393A) TM 2 1PAR 14 50.263A) ZONED L-1 TOTAL = 57.656A 14 39 40 39 DETENTION POND NO. 1 TECHNOLOGY BUILDING W. H. HANDCOCK TM 21 PAR 138 ZONED RA Nj4 13 5TE (3575'i 1442 49 20W (35 75 i 11j4 13 575, (30�^^.00')'�r�1'' 1142 49 20W (47 •bb) 3 5TW (}000 Nj4�5 2 49422E)(3p 00') I .�4 � GENERAL CONSTRUCTION NOTES SITE DATA 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED V.D.O.T.). 2. ALL PAVING AND 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. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE. IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUALFOR TRAFFIC CONTROL DEVICES, LATEST EDITION. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. SKIRTING SHALL BE INSTALLED FROM GROUND TO BOTTOM OF MODULAR PARKING CALCULATIONS EXISTING PARKING: REGULAR SPACES 957 SPACES ACNAI FIELD COUNT HANDICAP SPACES 17 SPACES AS OF MAR. 18, 1998 TOTAL PARKING 974 SPACES EXISTING PARKING AFTER NEW CONSTRUCTION: REGULAR SPACES 862 SPACES HANDICAP SPACES 15 SPACES TOTAL PARKING 897 SPACES PERSONNEL:PRESENT ADDITIONAL TOTAL FIRST (MAINZ SHIFT 968 PEOPLE 147 PEOPLE 1115 PEOPLE SECOND SHIFT 110 PEOPLE 0 110 PEOPLE THIRD SHIFT 60 PEOPLE 0 60 PEOPLE PARKING REQUIREMENTS: (ALBEMARLE COUNTY ZONING) ONE (1) SPACE FOR 2 EMPLOYEES ON MAIN SHIFT PLUS ONE (1) SPACE PER 500 SO. FT. SPACE OPEN TO PUBLIC. 1 SPACE FOR 200 SQ. FT. MOD. OFF., (3) 1980SQ. FT., (2) 288OSQ. FT. PARKING REQUIRED = 1,15 / 2 = 558 SPACES MODULAR OFFICES = 25 SPACES VISITOR SPACES (EXISTING) = 53 SPACES TOTAL SPACES REQUIRED = 635 SPACES PARKING REQUIREMENTS NOTE: RECENT PARKING SURVEYS SHOW THAT THE PRESENT FIRST (MAIN) SHIFT WORK FORCE OF 968 SATI'RATES THE EXISTING PARKING (957) SPACES. WITH THIS IN MIND, THE MORE REALISTIC REQUIREMENT AFTER THIS CONSTRUCTION WILL BE FOR 1115 SPACES PLUS 53 FOR VISITORS. (INCLUDING 19 REG AND 3 VAN ACCESSIBLE PARKING SPACES). Roar l F 606 \ (07 \ qQAPPROX Jwk�FRso �C / \ LOCATION / O 12" WATER LINE 1�5800•1 4 18 49E \ N1 \ O STATE RO TE 606 (DICKERSON ROAD) 1 RANOCK /`-- ! ELECTRIC COOPERATIVE 1 TM 21 PAR 12D (1.875A) 1 ZONING: L7 (FORMERLY M-1) BUILDING USE GROUP: F -I SITE LOCATED IN RIVANNA MAGISTERIAL DISTRICT. SURVEY AND TOPOGRAPHY PROVIDED BY: W.S. ROUDABUSH; ROGER W. RAY; DOWNING SURVEYS' INC; GLOCKNER & LINCOLNAND JOBEE ASSOC. SEE SITE PLAN THIS SHEET FOR TAX MAP NUMBERS, PARCEL NUMBERS, DEED BOOK NUMBERS AND PAGE NUMBERS. THE SITE HAS TWO (2 EXISTING STORM WATER DETENTION PONDS. THERE ARE NO OTHER BODIES OF WATER OR WATERCOURSES ON THE SITE. THE SITE IS NOT WITHIN A 100 YEAR FLOOD PLAIN. THE SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHEAD. 1THIS PROPERTY IS LOCATED IN THE ENTRANCE CORRIDOR (EC) AND AIRPORT IMPACT AREA (IAI) OVERLAY DISTRICTS. AREAS: TOTAL SITE AREA: 57,656 ACRES. BUILDING AREAS: (EXISTING BUILDING FOOTPRINT SHOWN). CHEMICAL STORAGE BUILDING:3000 SQ. FT. CNC j) 1 BUILDING: 10500 SQ. FT. CNC IM2 2 BUILDING: 10500 SQ. FT. DEPA TMENT OFFICE BUILDING: 41666 SQ. R ENGINEERING BUILDING: 17784 SO. FT.. FILTER BUILDING: 1036 SQ. FT. GROUP OFFICE AND LABORATORY: 13000 SQ. FT. HAZARDOUS WASTE STORAGE: 7320 SQ. FT. MANUFACTURING BUILDING: 183230 SQ. FT. TECHNOLOGY CENTER: 18000 SQ. FT. TOTAL BUILDING AREA: 308482 SO. FT. NEW OFFICE AREA: 24000 SQ. FT. FIRST FLOOR NEW MANUFACTURING:24000 SO. FT, MEZZANINE FLOOR EXISTING BUILDING FLOOR AREA RATIO: 12.2- OF TOTAL SITE. NEW ADDITION FLOOR AREA RATIO: 7.7- OF EXISTING BUILDINGS. NEW ADDITION FLOOR AREA RATIO: 0.95x OF TOTAL SITE. HEIGHT OF EXIST MANUF. BUILDING: 28'-421" PARAPET HEIGHT. HEIGHT OF NEW ADDITION: 28-4"' PARAPET HEIGHT •MODULAR OFFICES 3 MODULARS AT 660 SQ. FT. 1980 S0. FT. 2 MODULARS AT 1440 SQ. FT, 2680 SO, FT. ONLY ONE INSTALLED AS OF MAY 11, 1998 ADDITIONAL INFORMATION: 20- OR GREATER SITE SLOPE: NONE AT THIS SITE. WATER AND SANITARY SEWER FACILITIES: ADD NEW TOILETS. STORM WATER AND DRAINAGE: NO INCREASE - REPLACING EXISTING PAVING WITH NEW BUILDING CONSTRUCTION, REROUTED A PORTION OF OF EXIS TING STORM WATER ELECTRICAL SERVICE: EXISTING - NO CHANGE. TELEPHONE SERVICE: EXISTING - NO CHANGE. PARKING/PAVING: SEE SHEET PP2 FOR EXTENT OF PAVING. SEE PARKING CALCULATIONS. STREETS, TRAVELWAYS, EASEMENTS: EXISTING - NO CHANGE. INGRESS AND EGRESS TO/FROM SITE: EXISTING - NO CHANGE. AREAS FOR PUBLIC USE: EXISTING - NO CHANGE. TRASH STORAGE/COLLECTION: NO CHANGE. LANDSCAPING: NO CHANGE. r EXTERIOR LIGHTING: SEE DRAWING PP -2. LIGHTING USED TO ILLUMINATE PARKING AREAS SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJACANT STREETS AND RESIDENCES. LIGHTING SPLI'OVER ONTO PUBLIC ROADS AND PROPERTIES ZONED RESIDENTIAL OR RURAL SHALL NOT EXCEED ONE-HALF FOOT CANDLE. SIGNS: EXISTING - NO CHANGE. THE NEW ADDITION WILL BE CONSTRUCTED TO MATCH THE EXISTING MANUFACTURING BUILDING. SIGNATURES ENGINEERING FIRE OFFICIAL H TH DEPARTMENT PLAN LNG k COMMUNITY DEVELOPMENT SERVICE AUTHORITY VOID ZONING p9 22WE'SEMesl / J Y' 100' VA. S14 13 57WI 501:16, \ 14 16 5 S42 49 20E S30 20 37W (68.93') (64.80') S30 20 37W \ RECEIVED S54 10 03E'JUN 0 9 1998 (101.76) I PInnnin De t .S27(10 30 18W (S4110 11 26W (100.72' (5655101) 14W )(700.72') 514 1 N42 49 20W 535 2' 45W (35 13 45W (35.45') .(94.52') (35.49') S34 20 52W 9 P- //' N (80.31) S4W S34 20 52W (697.39' S34 20 52W (840.00') 290.50' 4 14 21 28 5 38 10 27 1 (131.00') 6 06 30 39 _ _ _ _ _ _ 533 35 02 7 44 53 06 (150.01' _ _�_1 S34 20 52W 5228.91') xO EXIST TURNING LANE --- 184.21' 134.10' 10 09 39 48 1500.00' 252.98' -- --- "''-- _ SOUTH BOUID LANE 10.82' 12 11 21 50 13 05 55 20 1794.25' 1490.31' 346.45' 154.04' 14 39 40 39 U. S. ROUTE 29 118.56' NORTH BOUT LANE CURVE DATA O NO. DELTA RADIUS LENGTH 1 88 31 25 2 03 46 36 40.00' 379.26' 61.81' 25.00' 3 43 53 11 379.26' 290.50' 4 14 21 28 5 38 10 27 379.26' 379.26' 95.00' 252.69' 6 06 30 39 490.09' 55.69' 7 44 53 06 490.09' 383.93' 8 21 32 09 9 05 07 21 490.09' 1500.00' 184.21' 134.10' 10 09 39 48 1500.00' 252.98' 11 00 21 12 1754.25' 10.82' 12 11 21 50 13 05 55 20 1794.25' 1490.31' 346.45' 154.04' 14 39 40 39 171.21' 118.56' NOTE: SEE SHEET S-1 FOR GRADING PLAN FOR BORROW ATE. OVERALL SITE PLAN SCALE: 1"=100-0" G COOK of DALE C. HAMILTON & ASSOC. �ALTH ` f rya ARCHITECTS V DALE C. KA N Cerflftca 1111 > A.I.A. C, CHARLOTTESVILLE, VIRGLNIA r�D AR ADDITION TO MANUFACTURING FACILITY G.E. FANUC ALBEMARLE COUNTY, VIRGINIA REVISED ISSUED 04/10/98 05/11/98 JUN 0 9 1998 04/15/98 OVERALL SITE PLAN, NOTES, ADDITIONAL DATA 0 DRAWN CHECKED PROJECT NO. SHEET NO. WRH DCH DATE SCALE 9723 PP -1 al 03/20/98 NOTED TOP ELEVATION GAST IRON OR DUCTILE (SEE PROFILE DWG.) IRON GRATE AND FRAME (FOR PEDESTRIAN TRAFFIC) 2" CLR 2" CLR #4 • 12" EW NQ INVERT ELEVATION SEE PROFILE DWG. 8" PIPE TYPICAL nCATCH BASIN SCALE: NONE ROUND TOP OF CONCRETE LOOP FOR CHAIN (SEE PP2 FOR LOCATION) 6" 0 STD. PIPE FILL W/CONCRETE T FIN GRADE CONC FTG. -I RL0" N GUARD POST 2 SCALE NONE BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER RUNOFF OVERFLOW SfOjMfNTTH' CONCRETE BLOCK �. FILTERED Opf I I ATER CURB WIRE N I I INLET zza wood sTuO THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB (INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE POMDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COURSE AGGREGATE. nINLET PROTECTION J SCALE: NONE FIN GRADE FIN GRADE 4„ 4" - - SLOPE 1 PAVEMENT CURB CURB AND GUTTER 4 CURB DETAILS SCALE: 3/4"=1'-0" NEW TOP PIPE POINT OF TIE-IN POINT OF TIE-IN OF 0I-DP54, TO EXIST. 15" LINE LINE 505 Soo 495 o � z o f irvv aye.00' �Iv EXIST 15" LINE SLOPE .348" PER FT, TOPSOIL OR STONE FILL VDOT 2 AGGREGATE ENCAS D IN PERMEABLE FILTER CLOTH - MIRAFI 70OX OR EQUIVALENT SAND VDOT 2 AGGREGATE ENCAS D IN PERMEABLE FILTER CLOTH - MIRAFI 70OX OR EQUIVALENT NOTE: SEE PROFILE FOR ELEVATIONS. S�BMP TYPICAL SECTION ` \SCALE: NONE 6X6-W11.4XW1.4 WWF -X I� -X X ya co NT al p4 CONT X' 4" CRUSHED ST IN _ BELOW SLAB _'I_ ..T OF FOOTING 2-15" BELOW FINISH GRADE � 4 DET.SIDEWALK EDGE EXIST CURB INLET DI-DP52 TOP 500.00' +/- INV. 494,35' 505 500 495 490 TURN HIGH CURB BACK 5-8" TO FORM SIDES OF STAIR FACE OF HIGH T POINT OF TIE-IN NOSING BAR NEW CURB CURB OF DI-DP54 INLET N rc N -SL ST 505 4" SLAB 0 GR - W/ 6X6- AXW 500 I jl WWF INV. PIPE 499.78" COMPACTED STONE FILL BOT, EL. 499.45' 1" 495 #3 • 15 TEMP. BARS NEW 15" SD SLOPE a? #4 • 6" (1" CLR.) NOTES: .14" PER FT. as _ 490 a wz o� 1. STAIR WIDTH = 6--o-- '-0"2. 2.ABRASIVE NOSINGS 3"X5'-0" PROFILE NEW 15'' SD SCALE: 1"=20' HORIZ,1"=10' VERT • 2-//4 CONT.- MAINITMN 3. FINISH DIMENSION BETWEEN RAIL AND WALL 1 1/2" 12" N-12 NON -PERFORATED PIPE 3" CLR. NEW 502. TOP 502.04' NEW AD -2 & AD -3 NEW DI -1 TOP 502.04' TOP 501.75' NEW DI -2 NEW DI -3 TOP 501.75' TOP 501.75' NEW DI -4 TOP 501.75' NEW DI -5 PIPE INV. 499.37" PIPE INV. 500.08" PIPE INV. 500.08" PIPE INV. 500.08" PIPE INV. 500.08" TOP 501.75' PIPE INV. 50 12- -1 N PERF RATED PIP 1 N-12 P R ORATED PIP 1 N_ 505 95--0-- MP JL Soo 4" UNDERDRAIN 499.75' 495 _ NEW 12" SD IN - - - _ .09" PER FT. aw SLOPE UNDERD.06" wz 490 aw ap PER FT az a wi of a_ :j 0 �^ Z^Z�' o� 07 z> o- -PROFILE NEW 12'' SD/BMP SCALE: 1"=20' HORIZ,1'=10' `.'ERT TOP ELEVATION GAST IRON OR DUCTILE (SEE PROFILE DWG.) IRON GRATE AND FRAME (FOR PEDESTRIAN TRAFFIC) 2" CLR 2" CLR #4 • 12" EW NQ INVERT ELEVATION SEE PROFILE DWG. 8" PIPE TYPICAL nCATCH BASIN SCALE: NONE ROUND TOP OF CONCRETE LOOP FOR CHAIN (SEE PP2 FOR LOCATION) 6" 0 STD. PIPE FILL W/CONCRETE T FIN GRADE CONC FTG. -I RL0" N GUARD POST 2 SCALE NONE BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER RUNOFF OVERFLOW SfOjMfNTTH' CONCRETE BLOCK �. FILTERED Opf I I ATER CURB WIRE N I I INLET zza wood sTuO THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB (INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE POMDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COURSE AGGREGATE. nINLET PROTECTION J SCALE: NONE FIN GRADE FIN GRADE 4„ 4" - - SLOPE 1 PAVEMENT CURB CURB AND GUTTER 4 CURB DETAILS SCALE: 3/4"=1'-0" NEW TOP PIPE POINT OF TIE-IN POINT OF TIE-IN OF 0I-DP54, TO EXIST. 15" LINE LINE 505 Soo 495 o � z o f irvv aye.00' �Iv EXIST 15" LINE SLOPE .348" PER FT, TOPSOIL OR STONE FILL VDOT 2 AGGREGATE ENCAS D IN PERMEABLE FILTER CLOTH - MIRAFI 70OX OR EQUIVALENT SAND VDOT 2 AGGREGATE ENCAS D IN PERMEABLE FILTER CLOTH - MIRAFI 70OX OR EQUIVALENT NOTE: SEE PROFILE FOR ELEVATIONS. S�BMP TYPICAL SECTION ` \SCALE: NONE 6X6-W11.4XW1.4 WWF -X I� -X X ya co NT al p4 CONT X' 4" CRUSHED ST IN _ BELOW SLAB _'I_ ..T OF FOOTING 2-15" BELOW FINISH GRADE � 4 DET.SIDEWALK EDGE EXIST CURB INLET DI-DP52 TOP 500.00' +/- INV. 494,35' 505 500 495 490 TURN HIGH CURB BACK 5-8" TO FORM SIDES OF STAIR FACE OF HIGH T NOSING BAR CURB N rc N -SL ST SINGS 4" SLAB 0 GR - W/ 6X6- AXW 1 I jl WWF MITIS COMPACTED STONE FILL 1" #3 • 15 TEMP. BARS #4 • 6" (1" CLR.) NOTES: 1. STAIR WIDTH = 6--o-- '-0"2. 2.ABRASIVE NOSINGS 3"X5'-0" 2" KEY CENTER BETWEEN RAIL AND DOCK WALL. WOOSTER TYPE "WP3C" W/ SURE HOLD ANCHOR. • 2-//4 CONT.- MAINITMN 3. FINISH DIMENSION BETWEEN RAIL AND WALL 1 1/2" j� 1 1 3" CLR. nSTAIIR SECTION SCALE: 3//4"=1'-0"