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HomeMy WebLinkAboutSDP200500093 Plan - Approved 2008-02-07 (2)Iftte ft 5288 Lj g wo RG no � 8 Albemarle County g GENERAL CONSTRUCTION NOTES 70 OWNER/DEVELOPER; 1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING RIGHT—OF—WAY, INCLUDING CONNECTION P TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENTMASS ENTERPRISES OF VIRGIN A NC OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE Q REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS v WR F THE PERMIT SHALL GOVERN. P,O, BOX 447 N 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL ,r CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. � �, CROZET, VIRGINIA 22932-0447 �n3. EROSION AND SILTATION CONTROL METHODS SHALL' BE PROVIDED IN ACCORDANCE WITH J rn THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY� � J ^ CLEARING, GRADING OR OTHER CONSTRUCTION. OFFICE; (434) 823-4778 FAX; 434 - V 1 R G I N I A � ( ) 823 1851 1066 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY CONTACT; BILL MASSELLI OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. = Q� 5. PAVED, RIP—RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE x OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S . UHu_ DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM HATH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROLDEVICES, - ARCHITECT; w 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) — CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHAENEY STANDARDS FOR THE CONSTRUCTION INDUSRTY (29 CFR PART 1926). CO, ARCHITECTS - v� rr 1413 SACHEM PLACE SUITE #� CHARLOTTESVILLE VIRGINIA z J WATER AND SEWER CONSTRUCTION NOTES OFFICE; (434) 978-2000 FAX; (434) 978-7438 � �� � I. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE O AUTHORITY INSPECTORS. THE CONTRACTOR WALL BE RESPONSIBLE FOR NOTIFYING THE CONTACTS; RON BROWNFIELD PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. Or KELLY GILMOR CV w CV I-1 E 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK EMAIL, keeneyarchitects@earthlink,net N � ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY � U APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL �p A wog z UNDERGROUND LINES AND STRUCTURES AS NECESSARY. ; ZLli 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND VICINITY MAi3 w s z� s SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE W 1 LU AUTHORITY ON JANUARY 15, 1998. �0 N U, m N 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. � � Q O 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" LO U �tiU (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER APPROVALS MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT - PLANNING/ZONING ATE 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE of ROADSIDE TITLE DITCHES. sa:�. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT - ENGINEERING DAZE SHEET FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. SHEET INDEX ' ALBEMARLE CO. DEPT. OF COMMUNITY DEVELOPMENT - pj DATE REVISIONS: 01 3-13-06 PER COUNTY REMEW ALBEM C . DEPT. OF COMMUNITY DEVELOPMENT - ,tee 1 a 4 ,ops DATE T1 TITLE SHEET C0MMENTS Of 10 -2t -A 10-25-05, 10-31-05, U.11-04-05 & 1-11-06 10 , 0 1-PH1 PHASE 1 SITE PLAN 7-14-06 PER COUNTY LETTER OF 6-14-06 A MARIE CO. DEPT, OF FIRE RESCUE DATE C1-PH2 PHASE 2 SITE PLAN 9-29-06 PER COUNTY LETTER OF s -2o -o6 CROZ 81 3 (DRAG E 5155 THRitit No"FCH ID ROAD CROZI T9 V k" h% o C2-PH2 PHASE 2 PARTIAL SITE PLAN ALBEMARLE COUNTY SERVICE AUTHORITY DATE P1 PHOTOMETRIC PLAN VIRGINIA DEPARTMENT OF TRANSPORTATION DATE GATE ISSUED: DATE PRINTED: Wl?f65- II/�2-0/067 DRAWN BY- CHECKED BY - VIRGINIA HEALTH DEPARTMENT DATE KJG PROJECT NO �j0514 T U 1 DF 5 SMiTTc N. I I' 1 I 1 l \ I 1 1`lQIE_ \ THERE WILL BE NO OTHER ACCE55MY TMP MARTHAE JEFFERS'64'f HOSPITAL D.B. 1551 P. 235 D.B. 1538 P. 245 PLANT / ZONING LI STRUCTURES OR OTHER UTILITY AREAS f Q • VISIBLE FROM THE ROUTE 240 ENTRANCE 1 \ CORRIDOR. \ I 1 \ 1 \ \ \ \ \ \ \ \ f751232' JE= -%w 2EGM9 AW \ 1 \ Y / \ \ / / �+ / / / I 1 i�si►att■.�-- — PARKING TMR 5.BE-1 N,\ MARTHA\ FFERSON HOSPITAL \ D.B. 1551P. 235 — D.B. 15381 P. 245 PLAT ZONING Ll' \ e \ \ \ \ \ I tiA \ I ti HILP ol OtII ' I I _� - r - / , - `.• _ _- - 7 \ aa y"'M . M#A.r i — — — — — — — — — — — — — — — — — — _ _ — I I lte lz / / (cyrt (q / I `� I i F I aw (mow C►) , IS — — _ _ _ _ _ -- — — — — — — _ — _— — — I ' 0 \Mre / I GE UIL INC A _ — — — — — O(cAra (s)k rn \ \ I MY� (s) ZONING I 3° s EXISTING PI i i I i ") / � WHOLESALE/ I _ ... - 430 _ _ TMP 58- _ I OFFICE/ / \ dfi u� aF JIM �,,.L;; _ _ _ _ STORAGE N. a� HO P. 334 lol I 1 1 0.�. SM P. 165 PIAT -_________J / \ :' ' I .,,• I DIM (2)AOKW Li / awftI / i ( , I \ I EXI TI (EKE (`) \ \ \ Q, I I of (E (�) EUEVAW U&28 \ N. �'+.. OP11Q1� I ST RA BU t OM klw) WU AV / E70fi1W�Q loo ORM 1\ 1 \ \ i \\ \ L7 ,`- ya I I I — — — meso- — — — '� A �I0°� _ _ - - - --�� EXISTING TI DRIP LINE PLASTIC FENCING 1 I f \ (Erna)M.200 1 \ \ I / / 1 1 \ \ \ ••,• �1 / ���'- • \ 't / LANDMI/ / I 1 ExISTI ST RA EB D / ( 1 \ \ \ ••• �� / - -• + \ - t - - - - Qn O TN�tM�dVED,AU TIE COUfTYYOOFA / RIC gip\ • / \ OTIlQ M 2rCl / m 2/0 M '6p 7^ • `\ f - ilPflpr- - - - - - - - - ••t - / - —�— (Elm (1) � IL LF / / /ma- _� \ /TMP BARRY6N8EASTER AND// / 6':A'' e`�---------------- e�� / / �. ►— — all PF/ / lI JEFFREY L. EASTER D.B. 1195 P. 258 D.B. 190 P. 506 PLAT LOTS `1114 AND 15 ZONINIG LI / I ' / /-DRIP LINE NOTES: I. TREE PROTECTION FENCING SHALL REMAIN THROUGHOUT THE CONSTRUCTION PROCESS. 2. INSTALL 40 INCH HIGH 'INTERNATIONAL ORANGE" PLASTIC (POLYETHYLENE) WEB FENCING SECURED TO COVENTIONAL METAL "T' OR "U' POSTS, DRIVEN TO A MINIMUM DEPTH OF 15 INCHES ON 6 FOOT MINIMUM CENTERS. 3. FENCE SHALL BE INSTALLED ALONG THE DRIP LINE. 4. IF FENCING CANNOT BE INSTALLED AT THE DRIP LINE, INSTALL FENCING AS FAR AWAY FROM TRUNK AS POSSIBLE AND STILL ALLOW CONSTRUCTION ACTIVITY. 5. 5EE SHEET C2-PH2 FOR THE COUNTY OF ALBEMARLE CONSERVATION PLAN CHECKLIST. TREE PROTECTION DETAIL c1-�z SCALE: N.T.S. STORMWATER MANAGEMENT NOTES: SEE SEPARATE HYDROLOGIC/ HYDRAULIC CALCULATIONS AND DRAINAGE AREA MAP SWEET DAT. BY RIVANNA ENGINEERING t SURVEYING,PLC DATED MARCH b, 2006. BUILDING SUMMARY BULDING HEIGHT AREA SF USE A EXIST 911 3,5001 STORAGE B EXIST 9'1 4,9801 STORAGE C EXIST ri. 4,4101 STORAGE D EXIST 9't 2,300t STORAGE E EXIST 9't 2,4001 / F EXIST 2011 / o/ OFFICE/ STOIC EXIST OFFICE 10'1 110601 OFFICE TOTAL EXIST S co o� 1 I f \ (Erna)M.200 1 \ \ I / / 1 1 \ \ \ ••,• �1 / ���'- • \ 't / LANDMI/ / I 1 ExISTI ST RA EB D / ( 1 \ \ \ ••• �� / - -• + \ - t - - - - Qn O TN�tM�dVED,AU TIE COUfTYYOOFA / RIC gip\ • / \ OTIlQ M 2rCl / m 2/0 M '6p 7^ • `\ f - ilPflpr- - - - - - - - - ••t - / - —�— (Elm (1) � IL LF / / /ma- _� \ /TMP BARRY6N8EASTER AND// / 6':A'' e`�---------------- e�� / / �. ►— — all PF/ / lI JEFFREY L. EASTER D.B. 1195 P. 258 D.B. 190 P. 506 PLAT LOTS `1114 AND 15 ZONINIG LI / I ' / /-DRIP LINE NOTES: I. TREE PROTECTION FENCING SHALL REMAIN THROUGHOUT THE CONSTRUCTION PROCESS. 2. INSTALL 40 INCH HIGH 'INTERNATIONAL ORANGE" PLASTIC (POLYETHYLENE) WEB FENCING SECURED TO COVENTIONAL METAL "T' OR "U' POSTS, DRIVEN TO A MINIMUM DEPTH OF 15 INCHES ON 6 FOOT MINIMUM CENTERS. 3. FENCE SHALL BE INSTALLED ALONG THE DRIP LINE. 4. IF FENCING CANNOT BE INSTALLED AT THE DRIP LINE, INSTALL FENCING AS FAR AWAY FROM TRUNK AS POSSIBLE AND STILL ALLOW CONSTRUCTION ACTIVITY. 5. 5EE SHEET C2-PH2 FOR THE COUNTY OF ALBEMARLE CONSERVATION PLAN CHECKLIST. TREE PROTECTION DETAIL c1-�z SCALE: N.T.S. STORMWATER MANAGEMENT NOTES: SEE SEPARATE HYDROLOGIC/ HYDRAULIC CALCULATIONS AND DRAINAGE AREA MAP SWEET DAT. BY RIVANNA ENGINEERING t SURVEYING,PLC DATED MARCH b, 2006. BUILDING SUMMARY BULDING HEIGHT AREA SF USE A EXIST 911 3,5001 STORAGE B EXIST 9'1 4,9801 STORAGE C EXIST ri. 4,4101 STORAGE D EXIST 9't 2,300t STORAGE E EXIST 9't 2,4001 STORAGE F EXIST 2011 3,7801 o/ OFFICE/ STOIC EXIST OFFICE 10'1 110601 OFFICE TOTAL EXIST S co o� 22,4001 N CJD mQN �aU U LoU swm G NEW 1311 5,5601 STORAGE H NEW 13'1 40o01 STORAGE/ *tm TOTAL EXIST ILD( A.ABRA V AMMROW 1315601 NOTES: 1. SEE PLAN FOR PLANTS TO BE REMOVED (DEMO) AND REPLANTED AT CONTRACTORS OPTION. 2. SCHEDULE INCLUDES PLANTS FROM PREVIOUS SITE PLAN AND NEW PLANTS UNDER T14I5 SITE PLAN. IT DOES NOT INCLUDE TREES PRIOR TO THE PREVIOUS SITE PLAN. 3. EXISTING PLANTS INDICATED IN SCHEDULE AND PLAN !MERE APPROVED 10-16-04 AND 5-3-04 BY THE COUNTY OF ALBEMARLE AS A REVISION. / PLUMBING FIXTURE COUNT EXISTING NEW TOTAL WATER CLOSET, TANK 3 2 5 LAVATORY 3 2 5 SERVICE SINK 1 1 2 HOSE BIBB 1 1 2 PLANT SCHEDULE SEE NOW ►a• 2 QTY SYN. QTY BOTANICAL NAME COMMON NAME REMARKS / ,BEES 3 CC 6 CERAS CANADENSIS 'FOREST PANSEY TEST PANSEY RIM J .-. AR 10 AW WAWA RED MAPLE SEE NOTE N0. 1 I GL06SY AMM IA 13 10 ATIOWTA 7061ERP 1,061ER HOLLY OR 011E PIE, LEYLAND CYPRESS OR RED CEDAR o z TC 2 IM CORDATA UTILE LEAF LINM / 11/2 O1016 S co o� / N CJD mQN �aU U LoU swm AG 13 ABEUA wino RA (IL068Y ABEUUA SEE NOTE N& 1 IG 10 ILD( A.ABRA V AMMROW SHAMROCK II(BERRY NOTES: 1. SEE PLAN FOR PLANTS TO BE REMOVED (DEMO) AND REPLANTED AT CONTRACTORS OPTION. 2. SCHEDULE INCLUDES PLANTS FROM PREVIOUS SITE PLAN AND NEW PLANTS UNDER T14I5 SITE PLAN. IT DOES NOT INCLUDE TREES PRIOR TO THE PREVIOUS SITE PLAN. 3. EXISTING PLANTS INDICATED IN SCHEDULE AND PLAN !MERE APPROVED 10-16-04 AND 5-3-04 BY THE COUNTY OF ALBEMARLE AS A REVISION. / PLUMBING FIXTURE COUNT EXISTING NEW TOTAL WATER CLOSET, TANK 3 2 5 LAVATORY 3 2 5 SERVICE SINK 1 1 2 HOSE BIBB 1 1 2 SYML QTY BOTANICAL NAME COMMON NAME REMARKS TREES / AR 3 AGER RUBRUM RED MAPLE 2-1/Y CNJPfR wum J 7-14-06 SHIM I Ll AG 5 max QtAIDFLORA I GL06SY AMM 24• I - j3 CONT I FULL NOTES: 1. SEE PLAN FOR PLANTS TO BE REMOVED (DEMO) AND REPLANTED AT CONTRACTORS OPTION. 2. SCHEDULE INCLUDES PLANTS FROM PREVIOUS SITE PLAN AND NEW PLANTS UNDER T14I5 SITE PLAN. IT DOES NOT INCLUDE TREES PRIOR TO THE PREVIOUS SITE PLAN. 3. EXISTING PLANTS INDICATED IN SCHEDULE AND PLAN !MERE APPROVED 10-16-04 AND 5-3-04 BY THE COUNTY OF ALBEMARLE AS A REVISION. / PLUMBING FIXTURE COUNT EXISTING NEW TOTAL WATER CLOSET, TANK 3 2 5 LAVATORY 3 2 5 SERVICE SINK 1 1 2 HOSE BIBB 1 1 2 NOTES: I. SURVEY AND TOPOGRAPHY PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR INC. DATED JULY 101 2002 IN ASSOCIATION WITH JONES E JONES ASSOCIATES ARCHITECTS AND LAND PLANNING 4 DESIGN ASSOCIATES, INC. 2. FLOOR AREA RATIO- 34,C170 /3.927 ACRES (171, 060.1 SF) = 0.20 MAXIMUM= 0.70 LAND COVERAGE= 0.20 MAXIMUM= 0.50 3. NUMBER OF EMPLOYEES: 5 MAXIMUM PHASE 2 SITE PLAN SCALE: 1" = 30' AKIN M. KNNr Crl"ek Nm w c� Q o D-12-05 10-17-05 / COMMENTS OF 10-5-05 / PER COUNTY REVIEW / Z U. / J 7-14-06 5 I Ll Q o PER COUNTY REVIEW ci c cD LLJ N 8-9-06 Q � CID CE / o z z / Z z / 11/2 O1016 S co o� / N CJD mQN �aU U LoU PROSECT NO: NOTES: I. SURVEY AND TOPOGRAPHY PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR INC. DATED JULY 101 2002 IN ASSOCIATION WITH JONES E JONES ASSOCIATES ARCHITECTS AND LAND PLANNING 4 DESIGN ASSOCIATES, INC. 2. FLOOR AREA RATIO- 34,C170 /3.927 ACRES (171, 060.1 SF) = 0.20 MAXIMUM= 0.70 LAND COVERAGE= 0.20 MAXIMUM= 0.50 3. NUMBER OF EMPLOYEES: 5 MAXIMUM PHASE 2 SITE PLAN SCALE: 1" = 30' AKIN M. KNNr Crl"ek Nm w c� Q o D-12-05 10-17-05 U COMMENTS OF 10-5-05 3-13-06 PER COUNTY REVIEW Z U. 10-25-05, 10-31-05, J 7-14-06 5 I Ll Q o PER COUNTY REVIEW ci c cD LLJ N 8-9-06 Q � CID CE LU o z z N Z z O 11/2 O1016 S co o� N CJD mQN �aU U LoU PROSECT NO: PHASE 2 SITE PLAN REVISIONS: D-12-05 10-17-05 PER COUNTY RE -VIEW COMMENTS OF 10-5-05 3-13-06 PER COUNTY REVIEW COMMENTS OF 10-21-05, 10-25-05, 10-31-05, 11-04-05 & 1-11-06 7-14-06 PER COUNTY LETTER OF 6-14-06 7-25-06 PER COUNTY REVIEW COMMENTS AND PHASING 8-9-06 PER COUNTY COMMENTS 9-29-06 PER COUNTY LETTER OF 9-20-06 DATE ISSUED: DATE PRINTED: - 9046f96 11/2 O1016 DRAWN BY: CHECKED BY: KJG PROSECT NO: 3 OF 5 SHEETS County of Almmorle Conservation Plan Cbecklat — To be plisicad on Limmidumpe Plans (Handbook pp M-284-111-297 for c pkte spedfkadems) I The IbMwIma beaus alld be shown on the Rh& Ll Trees to be saved; LJ Limits of clearing (outside dripline of trees to be savoI U Location and type of protective faimung; L3 Grade changes requiring tree wells or walls; U Proposed trending or tunneling beyond the limits of clearing. 2. LI All trees to be saved shall be marked with print or ribbon ata height clearly visible ID equipment operators. ❑ No grading dudl begin until the tree marking has been inspected and approved by a County Inspector. 3. E3 Tres preservation and protection inammum shall be reviewed with the contractor on site. 4, MOKMEL1111112111111111 L3 Heavy equipment, vehicular traffic and storage of construction nuftnals mchxhng soil "I not be permitted within the dnpbm of trees 10 be saved. 5. SON Ennion and Stornsweler Detmdm Drvkm U Such devices shall not adversely affect bm to be saved. 6. ZIUL L3 Fifes we not permitted within 100 fed of the driplitic of trees to be saved. 7. Toxic Ulljoilk U ToideMals shall not bestored within loo feet ofthe dripiwoofu=tDbcsaved ftAKitm Fasclow U Trees to be retained within 40 fixg of a proposed building or grading activity shall be prrrtected by fencing - L1 Fencing shall be in Owe and shall be inspected and approved by &County Inimpecticirprior togracling orconstruction. 9. TnoWoMm L1 When the ground level must be raised within the diripline of tree to be saved, a tree well shall be provided and a construction detail submitted for approval. Illi. Tree WA111: Ll When the rmmd level must be lowered within the driphne a tree to be =v4 a tree wall doll be provided; and a construction detail submitted for approval. 11. L3 When trenching is required within the limits ofoleariM it shall be done as far away from the uwdm of trees sue possible. Tunneling under a large tree W" be considered as an ahwmbvc when it is anticipated that necessary trenching will do" feeder mots. 12. Queen: E3 Protective fencing shall be the last items removed during the final cleanup. 13. L1 DwnWd trees shill be treated immediately by pruning, fertilization or other nmthods recommended by a tree specialist. NOIR: IT IS THZ DEVELOPER'S RRSPONI17Y To CONFER WITH THR CONTRACTOR ON TREE CONSERVATION RzotmikitmRprm CONTRACT PURCHASER SIGNATURE (111I Crest Eiev = 62U 12' Orif Ice Inv=623.8 Existing 4'0 :rete Standpipe Concrete Base New Trash rack manufactured by Plastic Solutions Inc. 540-722-4694 Top of rlser ExIsting 15' HDPE ,--Inv = 623.7 EXISTING OUTLET STRUCTURE SCALE: N.T.S. PARKING SPACE CHART REQUIRED PROVIDED CONTRACTOR'S OFFICE 1 PER EMPLOYEE ON SITE. 3 3 SELF STORAGE OFFICE 1 PER EMPLOYEE + I PER CUSTOMER 1 1 WHOLESALE & RETAIL TIRES 1 PER EMPOYEE + 2 PER STALL (10 + 20) 9 9 ADDITIONAL - 4 TOTAL 13 17 NG -i ES: I. THE -)ELF STORAGE EMPOYEES AND THE TIRE EMPOLYEES ARE ARE Tr4E SAME EMPLOYEES, THEREFORE, THEY ARE SHOWN IN ONE LOCATION - AT THE TIRES. 2. PARKING REQUIREMENTS DETERMINED BY THE ZONING ADMINISTRATOR. TMP 56E-1 MARTHA JEF_FE�RSO HOSPITAL D.B. 1551 P. 235 D.B. 1538 P. 245 PLAT ZONING LI // j FUTURE CONNECTING OOAD—LOCATION 0 APPDXIMATE—THE AREA SHOWN HEREIN 0 IS HEREBY RESERVED FOR FUTURE CONNECTIONS TO TMR 56E-1 (EAST) & SEE C�--IIII FOR EXTENT TMP 56-86 (WEST). OF NEW RAVING 1 110 ' — + IF It /Ib k P 3 NEW 9 X18, $75.12'51 IE PARKING 23. OiJNE\ /\ 89 SPACE OHE I ------ —PRECA5- PARKING BUMPER 91F- - �e r� 0/ W SWARY SEWER EASEMENT RIM •III wf • ww"P®r'!, 00 Mal I 910 50M 4 4, /,A o*1 ,PI 0 ase ; ve 0 ipoO 3 Q, m I W 1111 FAr Fur VA, RA, RA, LX15 �TORM WATER 2 I M xjI7t'I - - orz.6.1, —7— It (0 7:17 r� 0/ W SWARY SEWER EASEMENT RIM •III wf • ww"P®r'!, 00 Mal I 910 50M 4 4, /,A o*1 ,PI 0 ase ; ve 0 ipoO 3 Q, m I W 1111 FAr Fur VA, RA, RA, !I �0�/ OA ////////////////////////�f��//////////%��/f/////%/ %''✓moi gm go, a TING DRAIN FIELD I F F 0 It AATE LOCATION & /�% to /,, r.. E 9 F ��� It fit 15'R EXIST /STORM WA SWALE EXISTING D LANDSCAPE .-A EA FOR NEW WHOLESALE/ 20DRIVE OFFICE/ 628.0 STORAGE 45'± MATCH EXISTING 3 I NEW 9'x2O' PARKING SPACES W I EXISTING I AC UNIT E C14 W 5P EISTING 20' WIDE "' - r T' `;' ,„ :. - _ _ :. S TREE TYP. / / 1:4 -7777. W�TERLINE EASEMENT A I r,XJROxjjJAjn4 I& EXISTING U.�. I T T L_J E U P 0 ELECTRIC ELECTRICAL E E L 7 EXISTING 10'x20' PAR EXISTING PARKING WATER PARKING SPACES & SI WALK T_ I •EXI TING RELOCATED LIGHT POLE APPROX LOCATION EXIST T EXISTING LANDSCAPE AREA EXISTING A-W&IEfL EXISTING METER EXISTING W WATER 0 WO90LINE FUTURE CONNECTING PAVEMENT EXISTING ASPHALT DRIVE EDGE __>`_�_ ROAD— SEE NOTE ABOVE LL UJ 0 C) —_7 — — — — — — — — — —Cr C\j C/D \f XIST LANDSCAPE ARA Cf) LP E OH DEMO LANDSGAPE'-ARtA LP OHE — — — — — — N,;,LF . ... .... . .... 0 10, DEMO TREE SALVAGE & REPLANT NOTE: NEW PAVING AT NEWSkWER EXISTING' LU Z Z a Cr LLJ Z LL o� AT CONTRACTOR'S OPTION EASEMENT SHABE DELKN. YED UNTIL FIRE m CONSTRUCTION OF SE)WIk LINE. N � [IN4 W 5; HYDRANT W LLJ ool NEW 6m THICK NEW 6' HIGH WOOD rl 0 x 0 -CONQ 0 DUMPSTER _5CREEN-F4ME­-ON, i� N CID Cc �0 co PAD 3 SIDES Cr < C52 At CD LO o :2 d: 0 //007 ;orlfl�e M0. 528 MAINTAIN CROSS SLOPE OR CROWN AS REQUIRED. *NOTE: REFER TO THE 'VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS' FOR ASPHALT DENSITY AND INSTALLATION PROCEDURES. ASPHALT PAVING 2m SM -9.5A 6" 21-A BASE COURSE COMPACT SUBGRADE TO 95X MAX. DRY DENSITY PER ASTM D-698 TYPICAL ASPHALT PAVING SCALE: N.T.S. LEGEND INDICATES NEW ASPHALT - MATCH EXISTING ELEVATIONS UNLESS OTHERWISE INDICATED OR REQUIRED. SEE 2/C2 INDICATES NEW GRASS LANDSCAPING 00110- INDICATES VEHICLE DIRECTION --- EXISTING CONTOURS PROPOSED CONTOURS • NEW SPOT ELEVATION - VERIFY WITH EXISTING CONDITIONS. NOTES: 1. SEE SHEET CI-PH2 FOR LANDSCAPING 2. TWO NEW DIRECTIONAL SIGNS PHASE 2 PARTIAL SITE PLAN SCALE: 1 " = 20' PHASE 2 PARTIAL SITE PLAN REVISIONS: 9-12-05 10-17-05 PER COUNTY REVIEW COMMENTS OF 10-5-05 3-13-06 PER COUNTY REVIEW COMMENTS OF 10-21-05 10-25-05. 10-31-05, 11-04-05 & 1-11-06 7-14-06 PER COUNTY LETTER OF 6-14-06 8-9-06 PER COUNTY COMMENTS 9-29-06 PER COUNTY LETTER OF 9-20-06 PATE ISSUED: DATE PRINTED: DRAWN BY: CHECKED BY- KJG PROJECT NO, 0514 C2=pH 4 OF 5 SHEETS LX15 �TORM WATER 2 M xjI7t'I - - orz.6.1, —7— z 4 7:17 !I �0�/ OA ////////////////////////�f��//////////%��/f/////%/ %''✓moi gm go, a TING DRAIN FIELD I F F 0 It AATE LOCATION & /�% to /,, r.. E 9 F ��� It fit 15'R EXIST /STORM WA SWALE EXISTING D LANDSCAPE .-A EA FOR NEW WHOLESALE/ 20DRIVE OFFICE/ 628.0 STORAGE 45'± MATCH EXISTING 3 I NEW 9'x2O' PARKING SPACES W I EXISTING I AC UNIT E C14 W 5P EISTING 20' WIDE "' - r T' `;' ,„ :. - _ _ :. S TREE TYP. / / 1:4 -7777. W�TERLINE EASEMENT A I r,XJROxjjJAjn4 I& EXISTING U.�. I T T L_J E U P 0 ELECTRIC ELECTRICAL E E L 7 EXISTING 10'x20' PAR EXISTING PARKING WATER PARKING SPACES & SI WALK T_ I •EXI TING RELOCATED LIGHT POLE APPROX LOCATION EXIST T EXISTING LANDSCAPE AREA EXISTING A-W&IEfL EXISTING METER EXISTING W WATER 0 WO90LINE FUTURE CONNECTING PAVEMENT EXISTING ASPHALT DRIVE EDGE __>`_�_ ROAD— SEE NOTE ABOVE LL UJ 0 C) —_7 — — — — — — — — — —Cr C\j C/D \f XIST LANDSCAPE ARA Cf) LP E OH DEMO LANDSGAPE'-ARtA LP OHE — — — — — — N,;,LF . ... .... . .... 0 10, DEMO TREE SALVAGE & REPLANT NOTE: NEW PAVING AT NEWSkWER EXISTING' LU Z Z a Cr LLJ Z LL o� AT CONTRACTOR'S OPTION EASEMENT SHABE DELKN. YED UNTIL FIRE m CONSTRUCTION OF SE)WIk LINE. N � [IN4 W 5; HYDRANT W LLJ ool NEW 6m THICK NEW 6' HIGH WOOD rl 0 x 0 -CONQ 0 DUMPSTER _5CREEN-F4ME­-ON, i� N CID Cc �0 co PAD 3 SIDES Cr < C52 At CD LO o :2 d: 0 //007 ;orlfl�e M0. 528 MAINTAIN CROSS SLOPE OR CROWN AS REQUIRED. *NOTE: REFER TO THE 'VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS' FOR ASPHALT DENSITY AND INSTALLATION PROCEDURES. ASPHALT PAVING 2m SM -9.5A 6" 21-A BASE COURSE COMPACT SUBGRADE TO 95X MAX. DRY DENSITY PER ASTM D-698 TYPICAL ASPHALT PAVING SCALE: N.T.S. LEGEND INDICATES NEW ASPHALT - MATCH EXISTING ELEVATIONS UNLESS OTHERWISE INDICATED OR REQUIRED. SEE 2/C2 INDICATES NEW GRASS LANDSCAPING 00110- INDICATES VEHICLE DIRECTION --- EXISTING CONTOURS PROPOSED CONTOURS • NEW SPOT ELEVATION - VERIFY WITH EXISTING CONDITIONS. NOTES: 1. SEE SHEET CI-PH2 FOR LANDSCAPING 2. TWO NEW DIRECTIONAL SIGNS PHASE 2 PARTIAL SITE PLAN SCALE: 1 " = 20' PHASE 2 PARTIAL SITE PLAN REVISIONS: 9-12-05 10-17-05 PER COUNTY REVIEW COMMENTS OF 10-5-05 3-13-06 PER COUNTY REVIEW COMMENTS OF 10-21-05 10-25-05. 10-31-05, 11-04-05 & 1-11-06 7-14-06 PER COUNTY LETTER OF 6-14-06 8-9-06 PER COUNTY COMMENTS 9-29-06 PER COUNTY LETTER OF 9-20-06 PATE ISSUED: DATE PRINTED: DRAWN BY: CHECKED BY- KJG PROJECT NO, 0514 C2=pH 4 OF 5 SHEETS Wv r .0 0 LUMINAIRE SCHEDULE I-MO50-Zt-CSP-21 M(feel sa.-40" spTe l Avg Max Min Max/Min Avg/MIn nnE f'" teal swam ON + 1.0 k 10.6 to 0.0 tr; N / A N / A CWP1 & 2 Symbol Label Qty Catalog Number Descrit m Lamp FIs Lu em LLF Walls EG- ETCHW GLASS O 2w- 9-29-06 PER COUNTY LETTER CAMEO CWP1- PG- PRISMATIC 3FSS 1- 7OW MH. CLEAR 2" CWP1-2 I AL4*F ftrw "blow am 1,1 :. N. Ir sees,} EG - A 12 70MM CUTOFF CWP ED28, VBU CWP- 5500 1.00 75 ® Sae TSS" WALL PACK 100o ARDPHOr00NIh0< 175MH.ES 4EQUA LONGAOLEAD - "Mu AM e/n 1nw tae AODW J , WEETS DARK SKY REQUIREMENTS fo.,so of SPECIFIC-kTION'S: � N LITHOA KAD AREA LIGHT WITH HIGH ONE 1754VATT CLEAR . 'h. C"- l & 1 it a Jr ftt Aural !.fes:: ae -WF a ?MF :.w s,.a,wr«tyre. s I'�, cr.anert a�a arwess v,- xsgrofisraenloe.r6s Sxwts.rl,4ecw►Tw►lagW obwycr we" arvluwesa 1:1 bald a. %akwomm TPP na'•r,a 2 175M 175M SR3 PERFORMANCE SR3 BT -28 METAL HALIDE, II9491.Ns 12000 1.00 213 ■ W911C LAR 288NDMO MOUNTED ON 20' OPTICS, CLEAR FLAT HORIZONTAL POSITION. 11140 100w sae �. 1106 CLEM SIFT OlAft SSS POLE- GLASS. �TA01Jr el�OIr01►TfOM EXISTING phonmw TWK C NasllM d taw,pa ,. LIT ONIA KAD Raw ONE 175 -WATT CLEAR WawOWLM c t50S 13 C4:X 2 175M R2 DIE CAST SHOEBOX BT -n METAL SDE, 93091404.IES 13400 1.00 213 a &1f MOUNTED ON 21Y 9~ HORIZONTAL POSITION. 1.09 moot 029 SSS POLE - 1.00 ,SLSO EXISTING umovan Qnw40ft Ink LIGHiTWAY WPXS- RECTANGULAR TRAaOW D 2 6-1-M070 CUTOFF SECURITY 70 WATT MH WPXS-6.1- 4700 1.00 88 e WALL PACK DKS DIFFUSER FOR S070.1ss Me11MseM f AaMes � 'DARK SKY NO UP LIGHT' 8 .fA o sr • :flll 'E �. .0 to 10.0 to b.1 .o J .0 DRAM r b.a DB462 P.451 to to to to to to to to to to to to to to 'b.o916QWNT9Jft to b.o to b.o to 10.0 to b.o mft to to to to b.1 b.o b.a b.0 o to to to to to to to to to to to to b.1 .o to to b.o b. b. b. to to b.o to M=dFb 4 E>�Tn'�'m .o .0 to .o b.1 1b.1 Ne v b.o .o .o b. .1 b UP WITHMETER . b.o b.a 40.0 b. .1 .4 .' to to .1 FATDIN 62M to to to b.o .1 AMOY TTPICAL EO LRI CATWN a ua 40 to b. b.1 .2 RIELOCATE to b.0 b.1 to to to to b.2 3 EXISTING 20' VIDE VGf VATERLDNE EASEMENT totob. T .a b.o to to b.1.. -w DQSTDIG cl BARRY N. EASTER AND JEFFREY L. EASTER CAJMo .a _.dw "awrva.a; na v"M I-MO50-Zt-CSP-21 M(feel sa.-40" spTe l Avg Max Min Max/Min Avg/MIn nnE f'" teal swam ON + 1.0 k 10.6 to 0.0 tr; N / A N / A CWP1 & 2 CWP1 & 2 CWP' -2 OPTICS WATTAGE BALLAST VOLT COLOR OPTIONS CLAM AL -REF O low CMN (3120 C 09Z O CG ACCESSORIES Q 775NI O HIPS O 240 C EG 030 v C 4mm O PL 0277 D PG CG- CLEAR GLASS u 1 SOS O MT EG- ETCHW GLASS O 2w- 9-29-06 PER COUNTY LETTER Iv PG- PRISMATIC 3FSS OPOERIptG: C MOS 2" CWP1-2 I AL4*F ftrw "blow am 1,1 :. N. Ir sees,} EG - I :w: u>.7r r 7r 4eelPs j-. - ` FULL CUTOFF :WALL PACK'"• 179" f ws.wa,.wwV 14 5 fs US CWPI C1rI1P2 PG •�-••••••• Joe Sae TSS" NO -STANDAND COLOR 100o ARDPHOr00NIh0< 1 4EQUA LONGAOLEAD - "Mu AM e/n 1nw tae AODW J , WEETS DARK SKY REQUIREMENTS fo.,so of SPECIFIC-kTION'S: � s7sW eel CLWEE V9u CIwm11o1e u,1rlrliaw is o cnanrcal eaxnlarwalller�rldasoanrl.ar NUVSars:- LLFtTIVAL ; "ARNAM . 'h. C"- l & 1 it a Jr ftt Aural !.fes:: ae -WF a ?MF :.w s,.a,wr«tyre. s I'�, cr.anert a�a arwess v,- xsgrofisraenloe.r6s Sxwts.rl,4ecw►Tw►lagW obwycr we" arvluwesa u* a' - .rwrn conos.on m6bn, • date 4v ?wlea. bald a. %akwomm TPP na'•r,a slot TES We stl,0a ara�att,a t,wiacr sd :lr OvrKS. TAwnOCwctallae,ddna- alalr- 1Y "aftiftcaarr0 Seeesar nnacN aw.ri n pa . %"W V L 4i " eNtlwsnes rd beaOTa a Dort a1 0000 Rees Ras Inn? CL I;c '.R P!40 - : C' RIC PAL=-: 982 TO PHOTO IND -X, i SAa TC MAIN !V0EX 2 %4jMST LMIDSCME AREA VUDENO LNOSCNE AREA vUXMO TREE $&VAN a RNOILANT AT CONTRACTOR'S OPTION CAMEO LIGH"IING - - I-MO50-Zt-CSP-21 Dffaiption spTe l Avg Max Min Max/Min Avg/MIn CROZET STORAGE + 1.0 k 10.6 to 0.0 tr; N / A N / A >ea13 + O.O k 0.4 b 0.0 b N/A N/A u ue t77. CLAM UOITNBam 7-14-06 PER COUNTY LETTER Imo 030 v LVA M Fholeod ISO ltasal�e 0=04ma Cry PW ws uMalas M upDwM wdlo 9-29-06 PER COUNTY LETTER Iv 3¢40 4017.4 2" w 1 OI9TIMMJTION SICA 0040 179" 12.f US UmobMeCM"NI. a(►1-,7WN+ Sae TSS" me 100o UM0000 we 1 e/n 1nw tae fo.,so of fs 0.0 s7sW eel CLWEE V9u Tr4 (1) Tatty On Ones in" S12 loco uneco I em ,7910 SM07OW We 0000 Rees Ras Inn? INFU W911C LAR 288NDMO ALAI 11140 100w sae �. 1106 CLEM SIFT OlAft �TA01Jr el�OIr01►TfOM phonmw TWK C NasllM d taw,pa t umwlww Raw WawOWLM c t50S WrS1t 1.10 301 Ld" r &1f 9~ Paolr. 1.09 moot 029 iamealwafawfr 1.00 ,SLSO umovan Qnw40ft Ink TRAaOW TffFalaslr 11alMawewAs,jel UMwMe0E9111■WAY 7OLARGA10DdAPLOT Me11MseM f AaMes � 8 .fA o sr • oA © 46 NOL, O A © 95 4175.0 fs 4n4A as 79 nos fA W e9 fes o f vwr1lAyw - AMAVAM irra:I r�.ro�A.r�r�w�rrrn Y Y ICL/ SY s0 4" fs MI As Rs MI P-$ o els Ree saw Ma noe► law . ss me sus Mo Asa Y wa 700 408 4If Ml III 4a 080 Res 41I Ma 4" *II s'Ke / a: 1t71 sue "as 1atl lea IWA MA, In11" flet 3" tree in* all =A Iwo }1Y Ime "M 1710 =0 M* We au VMS tree ams awe teas aw (flus me ams Sw era Swa Mf ta0 Iwo ,Ma 30I 2700 TMA SNCL else 2704 391.0 SRI Sty Me a" tau eau use am /w0 m0 asa sea era su au as Oto O1l Me SI 1011 tel. Tne We elle et4 WA "" sea au /w eel Me ase I" MeLeal ILII tern flee NII 462 1t" OSI MN me me **A Ore A00 14.I IMI 1rI Ala Ql eel I", Me Sell IMI am 'as Me a" tMJ tee We 749 M 0" tea Inn OSI no me wa tel IAA Me flee _ Nis .aa of nI -are as me sew "re Vag ml -,w 10-0 SURFACE SCHEDULE Reflsdanoes Name Fink Bads ExIaTm 10% 10% WORK BUILDING NEW BUILDING G 10% 10% NEW BUILDING H 10% 10% STATISTICS I-MO50-Zt-CSP-21 Dffaiption spTe l Avg Max Min Max/Min Avg/MIn CROZET STORAGE + 1.0 k 10.6 to 0.0 tr; N / A N / A PROPERTY LINE + O.O k 0.4 b 0.0 b N/A N/A NOTE: ALL FIXTURES MEET THE IDA DARK SKY CRITERIA FOR FULL CUTOFF ALL FOOTCANDLE LEVELS ARE CALCULATED AT INITIAL USING A LLF OF 1.00 AND ARE MEASURED AT GRADE. ALL THE EXISTING STORAGE BUILDING WALL PACKS ARE EXISTING AND MOTIFIED FOR DARK SKIES FULL CUTOFF PER APPROVAL LETTER OF SEPTEMBER 16, 2004. TYPES 'B -Er AND PC -EX . ARE EXISTING POLE MOUNTED CUTOFF SHOE BOX FIXTURE FINISH: DARK OR MEDIUM BRONZE TO MATCH EXISTING. M DUTDIG ONE TO X REMOVED NOTE, NEV U.6. ELEC. TO NEV IL11LUM1112 TO K 1ETEII161ED ® DXISTRO STORM WATER MANHOLE to to to to to - . "b,60 b.ob.o0..o b. b.b. b. b. -14 NEW STORAGE BUILDING 13 O 3.5 �.5 .7 .9 '4.5 1 2 .7'3.2 X2.5 `2.22.22 12.4 `2.9 14.4 12. Uri 2. ;,11.I 12.6 14.6 15 NEW STORAGE BUILDING 16 O �o74.%k 2 5-8 .9 '2.9 .0 ��� WN �.,. , il II� fK�- Lightwa Wall Pack -Mull Series NATER 3/40 AOS basin to to b Elm Sl 1 b.1 to 0 EXISTING 1 OFFICE/ WORK b.2 .1 BUILDING 7 b.5 b.2 O V 1.5 .4 1.3 o b.2 .5 b.3 b.2Wb.2 b.3 b.2 b .2 b.2 b.1ct1 41 bj b 1 wtexaT ELEmCTRIC U.G LP Wall Pack Multi Series Feakwes R9tlerlale & Speciftabons rloleilq I a A..rp Hwo. SIIC Dowd CLAM wiS, a o)w Iw,p.Md 0ww jar (CKN W) d1kaw. WPxs res a cNu snom pogoMeollaM Ins. Pb*h Thermoset polyolMrTGAC powder ow paint. rRw7e.e ElcMroe,ic - HpF waits vol (12OW2771) HwnMr f»d vAb osd-a/ia circa" fe a000t1s000a1e MIf tgfPW Ianp..aMaHa• ID - Ma/nSc can and Dorf. 120v at 277V. Olala9aaea t:wMer IodmP - 9raldad Nod and aolsbar included. d. plodud walr" www- of tamps. reokveo - U�Landd ll CtA. Seled a \IocaSa, f "le W*q F BaNar7 Backup %vpx" 4:IGr" H84M - 51f2' HaiaM - fr Wk'1h -10 tk' VVAM - 16.2W Dfpfl - f IW Depti - 10 W Example.WPXS4f I-MO50-Zt-CSP-21 y-,. Model VoNap9 Laeplp Kelvin FNAel1 Diffuser Op"Is CKkw4 u ue t77. "u h) Tae. eoc ! Srewc m Tared Mm* of Mee w a Gsw„ a ell, ft- Fec or 7-14-06 PER COUNTY LETTER Imo TTa (1) Tatw Elle 7 3WW LVA M Fholeod 8-9-06 PER COUNTY LETTER 1 ufrasltt ane70wWS 4 41amc PW ws uMalas M upDwM wdlo 9-29-06 PER COUNTY LETTER Iv nM (few IMO 099�` sires w'a e l7TAO E nee seow lis T Ca.ar Na,ye/d MIM 100w M/ e/n 1nw tae WPXff nae h) Nae. sae M alas aw,w On, Cuatr 0a,saw Tr4 (1) Tatty On awe New MPS SM07OW We 0000 Rees Ras 11140 100w sae - WPXS�Y« CKNW REVISIONS: y-,. WON OWN 9dw0M0e0•Me 0 Im 004014ae Eaw Call Ostia: 0M.10a0M1 • IN $08.119"M wwJjawayi„A.aasi • p,ppa 6® IME9 Li&ht aye 21 VOID AREA .0 0 .o 2.56, } t l efdy J . ON Knew OIIwall Na 91111 � S ��Xy WI >I OD (]o �J = � v U44 $ Y' ;to F- 1L Uj o � z z Wg o � cV W C i F- < g UJ 8Z M Z Z 2 1-- N w5 z5 0 cr W N CID m N w& Qo� Lo CJ a U V PHOTOMETRIC PUN OF 9-20-06 DATE ISSUED: DATE PRINTED: 10/17/05 PHOTOMETRICLAN DRAWN BY. CHECKED BY. K� SCALE: 1" = 20' PROJECT NO: 5 OF 5 SHEETS REVISIONS: 3-13-06 PER COUNTY REMEW COMMENTS OF 10 -21 -OS, 10-25-06, 10 -31 -OS, 11-04-05 ik 1-11-06 7-14-06 PER COUNTY LETTER OF 6-14-06 8-9-06 PER COUNTY LETTER OF 8-7-05 9-29-06 PER COUNTY LETTER OF 9-20-06 DATE ISSUED: DATE PRINTED: 10/17/05 PHOTOMETRICLAN DRAWN BY. CHECKED BY. K� SCALE: 1" = 20' PROJECT NO: 5 OF 5 SHEETS