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Home My WebLink AboutSDP200300083 Plan - Approved Major Amendment, Final Site Plan 2004-08-241 ELT G'c_.t,lERAL CQ�ISTRUQTION NOTES AT LEAST ONE (1) SIGN SHALL BE POSTED IN THE PARKING AREA THAT �3. POND LIGHTING AND 3 BLUE SPRUCE ASSOCIATED WITH GOLDFISH POND ARE TO BE REMOVED, PLANTING SCHEDULE i4, NO CHANGES TO EXISTING LIGHTING ALONG ROUTE 29 ARE PROPOSED. iPR0RTO ----- '- '-- -PARKING'-�- '-ADJACENT-----�------� EXISTING PUBUC RIGHTIOF-WAY, INCLUDING CONNECTION TO ANY j_Y_PF PLANT Q!LAi',] LI rY jl),43111 f' -AX MAP 45C PARCEL 02-1A & 02-1), WITH SIZE AND LOCATION OF THE �5. 'THE MINIMUM INTERSECTION SIGHT DISTANCE FOR INTERNAL INTERSECTIONS EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE A-1 LAYERSTROMERIA FAUREI MULTI -STEM, 6-8 FT. 6 SIGN TO BE DETERMINED AND APPROVED BY STAFF. OF ACCESS AISLES, INTERSECTIONS OF ACCESS AISLES AND PFDEDSTRIAN OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION 2. THE PARKING AREA SHALL BE USED FOR CUSTOMER PARKING ONLY, WHICH WAYS, AND ACCESS AISLES AROUND BUILDINGS SHALL NOT BE LESS (HEREAFTER ABBREVIATED V,D.O.T.). (NATCHEZ CREPE MYRTLE) �-,HALL BEE STATED ON THE SIGN PER NOTE #1. DELIVERY AND OTHER 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION THAN --HUNDRED ` - --- NETH0OS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTEDALL EXCAVATION FOR ~`E FOR =`L"""""° OR ANY ""'`^` PURPOSE. ""ETAX MAP 45C -1-A-18 TAX MAP 45C -1-A-17 UNDERGROUND PIPE INSTALLATION MUST OSHA WI FOR THE CONSTRUCTION INDUSTRY 9 CFR PART 1O�� VIRGINIAEY I S'=`"'` S``'"`S NEW uu| ScxEEm|my 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN `''/ ~~' '`^~~` ~'' ^'`'~ UU 20 ZONED R2 ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND WUST/ \LEYL*nu c/rRuS/ ZONED BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.' 4-5 FT r��24A-4 SUPRESSO CYPARIS (LEYLAND CYPRUS) 4-5 FT. 17NT USE=RESIDENTIAL 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED / 813 9'33 W AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. '=^ MAP 45^-1-A-1" WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTERA-5 OSMANTHUS H. (GULF TIDE) 24"-30" 26 08. E. '"'"' ---- ARE TO BE ACHIEVEED R2D. ZONE 5. ALL DRAINAGEINLETS 3H�L HAy[ k 2 -|NCH LOCAL DEPRESSION.D. PAVED OR R|P-R�P UNE0 0|TCH[S N�' BE R[UU|RED �HEN |N THE OPINION UFTHE DIRECTOR OFENGINEERING, 8RHIS DESIGNEE, |T|SOPTIONALEXISTING PINES DEEMED NECESSARY IN ORDER TO SDABUZE A DRAINAGE CHANNEL. HrALAYER P. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA LX MANUAL FOR UNIFORM TRAFFIC CONTROL DB0CES, LATEST EDITION.MH EACH � UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED / '�~ CONCRETE PIPE - CUSS UL - ' THE LOCATION 0F EXISTING UTILITIES ACROSS 0R ALONG THE UNE 0F TAX MAP 45C -1 -A -2O / '~~ W4 0JAL[�' LE/RA|� ROBERT E AND n\ ~///j�'/ �i/ \ '~ ~*�� ^ SEE DETAIL SHEET2 OF 2 TH[ PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS E. ^ �^�� -�x ' '�� ~x ,/ �� -�p OPENINGS PEGGYE G. ! / NEW ROAD SCREENING / (18) USWANTHUS H. (GULF TIDE) ' NEW ROAD SCREENING (2) 2" CALIPER QUERCUS PAUSTRUS ~' (PIN OAK) EX. / WH_ / SITE MAP SCALE: I"=2000' ��~��k�� N��'0�� DECEMBER 15' 2003 JANUARY 12, 2004 JANUARY 28, 2004 WAY 3` 2004 JUNE 23' 2004 JULY 6, 2004 `AUGUST 11' 2004 ZA MAGNETIC MERIDIAN O 1D 20 40 SCALE: 1"=20' AND WHERE SHOWN ARE unu m'rxox�a/ELY �oxxu./ /nt �on/x*�/ux � ' DB. 2078 P. 475 -STING -TRENCH-DRAIN IN CURB PROJECT INFORMN-flON SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND 25. GRAVEL . . .. . .. ZONED R2 R001- DRAINS WILL BE STRUCTURES AS NECESSARY. PRESENT USE=RESIDENTIAL DIRECTED TO RAIN CURTAIN 1. PROJECT NAME: RON MARTIN EXPANSION 6. TOPOGRAPHIC INFORMATION BY: 0. CONTRACTOR SHALL VERIFY LOCATION OF ALL BOUNDARIES, BUILDINGS, HEAVY DUTY �59 CID,: Z' GARDEN BIOFILTER ___. OVE�fl_OW , uj 0 N W 4 - SITE 'PLAN WOODBROOK DRIVE GLOECKNER ENGINEERING & SURVEYING, INC. VEGETATION AND OTHER PERTINENT SITE El EMENTS. -ITF .... ...... 2 N. 2246 IVY ROAD, SUITE 5 TRENCH DRAIN. 2. OWNERS OF LAND: CHARLOTTESVILLE, VA. 22903 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" TO BE CLEANED AND C3 \� - w Q� f 4 0 TEL. 434-971 -1591 Q� ITOP OF GRAT 0 /DI#l(T.B.R). MAINTAINED IN GOOD NEW INVERT IS _j WORKING CONDITION FUTURE j& CG -2 DI --1 TOP=4 .0 DATED MARCH '17, 1986 2. CONTOUR INTERVAL 1 FOOT +490. 8" -10" INV. OUT=4 4 75 cd TRUSTEE OF THE 1 1103 0 7. BENCHMARK INFORMATION: BUILDING �BOVE BOTTOM7,,' F- cf) NANCY C MARTIN REVOCABLE TRUST MAINTENANCE OF TRENCH X. DRAINS WILL BE PART OF 3. OUTDOOR LIGHTING SHALL BE DIRECTED TOWARD THE SITE AND AWAY USGS BENCHMARK -RR SPIKE IN FROM ADJACENT PROPERTIES AND ROADWAYS. THE FIXTURES SHAH BE -THE STORMWATER MANAGEMENT C) Lo 2012 VISTA VIEW LN SHIELDED WITH THE LIGHT RAYS NOT EMITTING ABOVE THE HORIZONTAL PLANE FACILITIES MAINTENANCE (1_0" N. co OF THE LIGHT FIXTURE. AGREEMENT. �) E5 231 RON MARTIN" 00 p VC PIP if 9. LEGAL INFORMATION: E olq KAREN W. SMITH .SP -03-77 RON MARTIN APPLIANCES PARKING et 0 6 Q:: D C/O KB MANAGEME�T CO INC- TAX MAP 45C -SECTION 2 -PARCEL 1 co V) 795 BEDFORD HILLSIDRIVE HYDRANT ZONED HC TAX MAP 45C -SECTION 2 -PARCEL 1A LOT EXPANSION -RECOMMENDED APPROVAL TO x. DUMPSTER N T/A MIDAS FMEENING LOCATION END C 6 NATCHEZ Ir or) _Q THE BOARD OF SUPERVISORS SUBJECT TO THE URB P_ EARLYSVILLE VA 229:36 D.B. 1464 P. 277 (ZONED HC) +490.5 ol FOLLOWING CONDITIONS: AT PROPER +CREPE MYRTLE/ BIORETENTION+ LINE C-4 AS SHOWN i FUTU`RE-'-____ E DROP TMP 45C-2-lA TAX MAP 45C -SECTION 2 -PARCEL IB t A FINAL SITE PLAN SHALL BE SUBMITTED FOR 3/4" �NATTEOR� ID r?Ap� Lo p-_ 0 MUNIR S EWAYS AND NO DEED BOOK INFORMATION (ZONED FIC) NEW SCREE kX. F. -H APPROVAL, WHICH SHALL BE IN GENERAL ACCORD EX. NEW BLOCK SERVICE LI -A. (y V) WILLIAM S CRAPSER JR. 10. THESE PROPERTIES ARE ZONIfD HC WITH 'THE REVISED PLAN THAT SHOWS FENCE (SEV IAIL BE BORED UNDER 0 B� CG- 2 m z 108 COLSTON PLACE 11. MINIMUM BUILDING SETBACKS WALL ED H PAVEMENT i z -OF-WAYS IMPROVEMENTS ON TAX MAP 45C PARCEL 02-1 _01 n El DI EXISTI bl t, LEXINGTON VA 24450 30' FROM PUBLIC RIGHT . I EX. CURBING EN 00 3. APPLICANT: LOGAN MARTIN 50' FROM ADJACENT RESIDENTIAL PROPERTIES f� DS (TBR) ACCESS EASE ENT B, DATED JANUARY 28, 2004. 0+00 RON MARTIN APPLIANCES 12. PRESENTUSE: EXI 2. AT LEAST ONE (1) SIGN SHALL BE POSTED IN 13+28.79 _L2t00 If P 0 BOX 7907 ISLAND T.E. I' CNN RETAIL APPLIANCE SALES (COMMERCIAL) R. 11 n C) (o LU CHARLOTTESVILLE, VA 22906 THE PARKING AREA THAT IDENTIFIES THE USE AS @ 13. PROPOSED USE: PARKING FOR THE ADJACENT COMMERCIAL USE COVER Qk -- I: cl� O� L6 RETAIL APPLIANCE SALES (COMMERCIAL) R=l EX. 8)' W. L. % EXISTING CURB 0 4. CONTACT PERSON: 14THE SITE IS NOT WITHIN A DRINKING WATER RESERVOIR WATERSHED. WITH SIZE AND LOCATION OF 'THE SIGN TO BE - 7_7 j__ 1 if CLOECKNER ENGINEERING & SURVEYING, INC. R -2-2- 11,7 N. �- �- 15. THIS PROPERTY IS NOT LOCATED WITHIN A _AIW ....... _Dre DETERMINED AND APPROVED BY STAFF. A SEPARATE EX. CU+3`1�]U 27 95' 1 i 15 LL�i_N28'29'27"F Ld CHARLOTTESVILLE, VIRGINIA 22903 DEFINED 100 YEAR FLOOD ZONE, PERMIT WILL BE NECESSARY FOR THIS SIGN. f 10 AG CG -2 U zzuco -293-7612 AND VEHILCULAR CIRCULATION: 3. THE PARKING AREA SHALL BE USED FOR SfORM CL EX. WATE ME. %N) U+ 0 z FAX: 434 AREA 37,968.32 SQ.FT. (0.87 ACRES) CUSTOMER PARKING ONLY, WHICH SHALL BE AV=,j84. NEW DI -3A 20 5. BOUNDARY LEGAL DESCRIPTION BY: STATED ON THE SIGN PER CONDITION #2. DELIVERY T - -1 ...... TOP=487.6 CLOECKNER ENGINEERING & SURVEYING, INC. AND OTHER COMMERCIAL VEHICLES SHALL NOT BE TREr 102.00' T EX -.77- law 4�CH DRAIN 1, @1.00% CHARLOTTESVILLE, VIRGINIA 22903 PARKED OR STORED IN THE PARKING AREA FOR 18. 0' TO BE CLEANED AND oPVC -971 SHRUB MAGNOLIA DI#4A C91. 0% --p PHONE: 434 EX. ORASS MAINTAINED IN GOOD 49. 11' TO BE RELOCATED I DATED MARCH 17, 1986 LOADING, UNLOADING OR ANY OTHER PURPOSE. WORKING CONDITION NEW DI -3B L=4.0 A ISLA1\10 EX. SANITARY MANHOLE TR R. 4" 4. ADDITIONAL LANDSCAPING SHALL BE INSTALLED .0 0) MAINTENANCE OF TRENCH TOP = 489.55 i TOP=488.5 DOGWOOD uA z 18. REQUIRED PARKING: DRAINS WILL BE PART OF H 12 HIGH OLD E YS BUILDING: 3 ENTERING LATERALS ARE EXISTING EXISTING �? AND MAINTAINED WITHIN THE 20' BUFFER, AS THE STORMWATER MANAGEMENT PYRACANTHA Lli OFFICE: 1,800 S.F. X 80%=1,400 SF./200 7 SPACES v CONTRACTOR TO CONNECT TO RON MARTIN 1 1 'I'll m OUS FACILITIES MAINTENANCE CLUSTER 5.0 S-1 5 R C P EXISTING NECESSARY TO PROVIDE SCREENING TO COMPLETE 1\ i , < BACK WAkEH E 0 3,876 S.F. r-) AGREEMENT. THE LATERAL SERVING PARCEL 1A (TO BE MOVED A DOUBLE STAGGERED ROW OF EVERGREEN TREES V) PROPOSED @2.00% DOWNSTAIRS RETAII UPSTAIRS WAREHOUSE 0 4,320 S.F.: ALONG THE EAST SIDE OF THE PROPERTY. > ��Y4� li"�- l< RON MARTIN 1 SPACE PER EMPLOYEE (2) PLUS 2 SPACES FOR CUSTOMERS 4 SPACES LOADING 2,800 SQ. FF BACK WAREHOUSE (2 STORIES) TOP=487.50 ENTRANCE \INV IN(3)=481.51 0. 0 SUBTOTAL 23 SPACES PAD SHALL BE CONSTRUCTED ADJACENT TO THE 1 AZALE.A. (NEW ADDITION MAGNOLIA, SIDE OWROOM SPACE INV. OUT=481.36 DOWNSTAIRS S�1'0,,�IiROOM: THE I U ENTRANCE FORMER EWAYS FINE FLOORS 6,000 SQ. FT. CdNVERT TO MH 3,200 S.F. X 80Y,=2,560 S.F./400 S.F. 6.4 6 SPACES ON THE PLAN DATED JANUARY 28, 2004. r, 'A' o uj cn 0* VC 0 DOWNSTAIRS RETAIL: 2,800 S.F. X 80%=2,240 SFJIOO = 22.4 22 SPACES RESULTING '10'X20' DUMPSTER AREA SHALL BE RQ 0 AN 0 NOW AN EXPANSION z_ Li OF RON MARTIN SHRUB r_ < 0 EXISTING DI -3P - I -- < UPSTAIRS SHOWROOM: 6,000 S.F. X 80%=4,800 S.F. 12 SPACES SCREENED WITH A THREE (3) SIDED OPAQUE GU ER DRAIN o C6 00 1 r,- 0 N to z ING) TAX MAP 45C, SECTION 2, PARCEL IA (TO BE MOVED 0 SUBTOTAL 40 SPACES FENCE AND ADDITIONAL LANDSCAPING PER THE Lo uj V) w CT __AQDjILQN DIRECTION OF STAFF. [a_ z SHOWROOM: 3,650 S.F. X 80%=2,920 NG & PROPOSED PARKIN nn TWO STORY c 8 PARKING LENGTH -4 0' 2 SPACES DB. 2642 P. 662 -58 RON MARTIN APPLIANCES 0 .SDP -03 7 AC CONSTRUCTION TYPE 2C cy 12' HIGH 0 < --------- INV. OUT=481.89 (N UPSTAIRS MEZZANINE SHOWROOM: EXISTING ON PARCELS 1 1A -APPROVED SUBJECT TO THE FOLLOWING UNITS V) PYRACANTHA Y) 0 EX. PAVkMENT CLUSTER Z (n 0 2,430 S.F. X 80%=1,944/400 4.86 5 SPACES =66 (BY RIGHT AS NECESSARY CONDITIONS: 18-3.0' HIGH SUBTOTAL 12 SPACES TO RETAIL USE) AZALEA SHRUBS DOWNSTAIRS SHOWROOM V) T. B. R. D ul 1. ADDITIONAL SCREENING ON THE EAST SIDE OF (A OWNSTAIRS SHOWRqOM SPACE RON MARTIN DELIVERY VANS: 4 VANS @ 1/VAN 4 SPACES _1� 5,9 44 SQ. FT. PROPOSED ON BOTH PARCELS THE PROPERTY BOTH UNDER THE EXISTING TREES "STOW\CLEAN OUT 49.1 l' 3,200 SQ. FTI SIDrr 1 & 1B=10 (NEEDS SP) AND IN THE GAPS UNDER THE DIRECTION OF STAFF UPSTAIRS WAREHOUSE ;;o TOTAL REQUIRED PARKING 79 SPACES 480 0 AZALEA TO PROVIDE A SATISFACTORILY LEVEL OF SCREENING 4,320 SQ, FT. SHRUB .......... .................... 0 PROVIDED PARKING 90 SPACES PROPOSED ON PARCEL 1B OF THE RESIDENCES ON THAT SIDE. - DB, 2642 P. 666 19. ABUTTING PROPERTIES: CUT PAVEMENT /REMOVE EXISTING CURB WALKWAY 0 ZONED HC 81, OAK "FAX MAP 45C -1-A-17 TAX MAP 45C -1-A-20 NEW CG -2 MAPL MAIN ENTRA ICE ....... RE OCATE N�W ROAD 4" CLUSTER LEE R. OR ROBERT E. AND MATCH FACE TO EX. EP 79.33' 4 8.40 SCREENING LN 1 QUERCUS TRUS ZONED R2 EXISTING CG 2 CG -2 (PIN OAK) 0 Ita-t \--NIW 20 DRAINAGE ro 'FAX MAP 45C -1-A-18 TAX MAP 45C -1-A-19 -ACCESS EASEMENT -(D 30.0, c TER REMOVE EX. CURB EASEMENT T. B. R. P-4 x WILLIAM L. OR DORINE E. KITAY -Q, 11 SPACES IN THIS ARE 8. TO RT.29 N76 5'27"E A VIRGINIA D. RAWLEY DB. 1486 P. 494 (NOT HANDICAPPED), ARE 0 DB. 2044 P, 467 ZONED R2 PROPERTY LINE TO K ABANDONED DESIGNATED FOR_ TEMPORARY (R TION) UPON APPROVAL OF 5',ITE PLAN. 36.30 INAGE EXISTING Dl`�A NEW 30' DRA ZONED R2 NEW PROPEffY LINE TOP=485.0 EASEMENT SALES. EACH --TEMPORARY SALES BENCHMARK INV.=478.00 I EVENT.�EQUIRES A SEPARATE -TAX MAP 45-9,38 ZONING CLEARANCE. BUSHES HEART LAND TRUST 3,r. NIGH WILLIAM D. TUCKER, 1111 TRUSTEE B L'WPR IDING SET8 486.1 ZONED HC BEGI NEW CG- MAPLE' 8" CK INE EXISTING DI -3A 20. PLAN PREPARED BY KURT M. GLOECKNER, P.E. & P.L.S. MATC FA E TO EX. C RB EX. SIGN MAPLE 2" 21 MAPLE nAK 8 0' DIA. MANHOLE - T4X WAP 45-83B HEART LAND TRUST VY|LLk\k4 D. TUCKER, |U| TRUSTEE DB. 1464 P. 269 ZONED HC PRESENT U3E=COk�K�ERQAL 1� ARB REQUIREMENTS ARE BEING ADDRESSED BY ARCHITECT. UPON RECEIPT OF /\RA REQUIREMENTS FROM ARCHITECT, THEY WILL BE ADDED TO THIS Pi/\N. 2. THESE PARCELS ARE IN THE EC, ENTRANCE CORRIDOR OVERLAY DISTRICT. 3. IF PLUMBING FIXTURES ARE INSTALLED IN THE NEW ADDITION THEY MUST CONNECT TO ONE DOMESTIC SYSTEM IN EITHER OF THE TWO,� EXISTING BUILDINGS. THEY CANNOT BE CROSS CONNECTED., T REM IN EXISTING CURBING lo' PARKING --'SETBACK LIGHT EX. 18" RCP AT 1.7Y� EX|SllNG/ / POWER POLE WITH STREET LAMP �O�: WM = WATER METER WV = WATER VALVE C.T.V. = CABLE TV PEDESTAL T.P. = TELEPHONE PEDESTAL O.H.P. = OVERHEAD POWER RCP = REINFORCED CONCRETE PIPE CWP = CORROGATED METAL PIPE WL = UNDERGROUND WATER LINE T.B.R. = TO BE REMOVED EG = EDGE OF GRAVEL EP = EDGE OF PAVEMENT SBL = SETBACK LINE mxruc DETENTION MANHOLE NEW YOOT T -MH -2 MANHOLE YV�H ECCENTRIC TAPER UN[[ AND MH --1 FRAME AND COVER TOP=FLUSH |NV.=475.1f/- THE CONTRACTOR SHALL /\LL0VY FOR THE REPLACEMENT OF TWO SECTIONS OF EXISTING 18" RCP THAT MAY BE DAMAGED DURING THE INSTALLATION OF THE MANHOLE. \ VY | F \ ., / B^ OAK LLC) EX. DROP INLET �-� TOP=486.42 EX. DROP INLET |NY.=477 f/ - ROU 29 NORTH B UND LANE (VARI BLE WIDTH RIG -OF-WAY) TOP=FLUSH UNDERGROUND Rk4WATER |NV.=478.44 DETENTION (EXISTING) 88' OF 38" RCP AT O.5Y� SLOPE 72" 0A. MH -1 BOTH ENDS WITH ACCESSCOVERS AND STEPS ~ .~..- PROJECT/PARCEL.~.^.. -.-_ ACRES `.--` 22. 0.61 ACRES OPEN SPACE (3020%) -- 2� 141 ACRES |�PERN0J� AR (OQ�O�� 47��OO ' ` ' 24. PROPOSED BUILDING SQUARE F[ BOXWOOD 3,100 SQ.F[ (RETAIL) 3.100 SU.F[ (WAREHOUSE) 25. MAXIMUM HEIGHT STRUCTURE = 35 FT. 20 HEIGHT OF STRUCTURE AT MAIN ENTRANCE = 240' = 3650 3 WHITE \ 11-2' HIGH SIGN PINE - -� --'- 3H POND \/u^/ -CALIPER -o -~~«/ /�� AZALEA SHRUBS 100. 'R = / ' - - -� - MEZZANINE = 2430 3F = 6080 SF TOTAL 2& B�W.P= �O� OF 8,486,74 S.F.= 424J4 S.F. . (3) 2° T 15-4' HIGH ACFRm-nm-- 25'48' / Y x Fl, SITE 17 RQ ILL WOODEROOK ALB SC MARLE UARE SITE MAP SCALE: I"=2000' ��~��k�� N��'0�� DECEMBER 15' 2003 JANUARY 12, 2004 JANUARY 28, 2004 WAY 3` 2004 JUNE 23' 2004 JULY 6, 2004 `AUGUST 11' 2004 ZA MAGNETIC MERIDIAN O 1D 20 40 SCALE: 1"=20' AND WHERE SHOWN ARE unu m'rxox�a/ELY �oxxu./ /nt �on/x*�/ux � ' DB. 2078 P. 475 -STING -TRENCH-DRAIN IN CURB PROJECT INFORMN-flON SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND 25. GRAVEL . . .. . .. ZONED R2 R001- DRAINS WILL BE STRUCTURES AS NECESSARY. PRESENT USE=RESIDENTIAL DIRECTED TO RAIN CURTAIN 1. PROJECT NAME: RON MARTIN EXPANSION 6. TOPOGRAPHIC INFORMATION BY: 0. CONTRACTOR SHALL VERIFY LOCATION OF ALL BOUNDARIES, BUILDINGS, HEAVY DUTY �59 CID,: Z' GARDEN BIOFILTER ___. OVE�fl_OW , uj 0 N W 4 - SITE 'PLAN WOODBROOK DRIVE GLOECKNER ENGINEERING & SURVEYING, INC. VEGETATION AND OTHER PERTINENT SITE El EMENTS. -ITF .... ...... 2 N. 2246 IVY ROAD, SUITE 5 TRENCH DRAIN. 2. OWNERS OF LAND: CHARLOTTESVILLE, VA. 22903 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" TO BE CLEANED AND C3 \� - w Q� f 4 0 TEL. 434-971 -1591 Q� ITOP OF GRAT 0 /DI#l(T.B.R). MAINTAINED IN GOOD NEW INVERT IS _j WORKING CONDITION FUTURE j& CG -2 DI --1 TOP=4 .0 DATED MARCH '17, 1986 2. CONTOUR INTERVAL 1 FOOT +490. 8" -10" INV. OUT=4 4 75 cd TRUSTEE OF THE 1 1103 0 7. BENCHMARK INFORMATION: BUILDING �BOVE BOTTOM7,,' F- cf) NANCY C MARTIN REVOCABLE TRUST MAINTENANCE OF TRENCH X. DRAINS WILL BE PART OF 3. OUTDOOR LIGHTING SHALL BE DIRECTED TOWARD THE SITE AND AWAY USGS BENCHMARK -RR SPIKE IN FROM ADJACENT PROPERTIES AND ROADWAYS. THE FIXTURES SHAH BE -THE STORMWATER MANAGEMENT C) Lo 2012 VISTA VIEW LN SHIELDED WITH THE LIGHT RAYS NOT EMITTING ABOVE THE HORIZONTAL PLANE FACILITIES MAINTENANCE (1_0" N. co OF THE LIGHT FIXTURE. AGREEMENT. �) E5 231 RON MARTIN" 00 p VC PIP if 9. LEGAL INFORMATION: E olq KAREN W. SMITH .SP -03-77 RON MARTIN APPLIANCES PARKING et 0 6 Q:: D C/O KB MANAGEME�T CO INC- TAX MAP 45C -SECTION 2 -PARCEL 1 co V) 795 BEDFORD HILLSIDRIVE HYDRANT ZONED HC TAX MAP 45C -SECTION 2 -PARCEL 1A LOT EXPANSION -RECOMMENDED APPROVAL TO x. DUMPSTER N T/A MIDAS FMEENING LOCATION END C 6 NATCHEZ Ir or) _Q THE BOARD OF SUPERVISORS SUBJECT TO THE URB P_ EARLYSVILLE VA 229:36 D.B. 1464 P. 277 (ZONED HC) +490.5 ol FOLLOWING CONDITIONS: AT PROPER +CREPE MYRTLE/ BIORETENTION+ LINE C-4 AS SHOWN i FUTU`RE-'-____ E DROP TMP 45C-2-lA TAX MAP 45C -SECTION 2 -PARCEL IB t A FINAL SITE PLAN SHALL BE SUBMITTED FOR 3/4" �NATTEOR� ID r?Ap� Lo p-_ 0 MUNIR S EWAYS AND NO DEED BOOK INFORMATION (ZONED FIC) NEW SCREE kX. F. -H APPROVAL, WHICH SHALL BE IN GENERAL ACCORD EX. NEW BLOCK SERVICE LI -A. (y V) WILLIAM S CRAPSER JR. 10. THESE PROPERTIES ARE ZONIfD HC WITH 'THE REVISED PLAN THAT SHOWS FENCE (SEV IAIL BE BORED UNDER 0 B� CG- 2 m z 108 COLSTON PLACE 11. MINIMUM BUILDING SETBACKS WALL ED H PAVEMENT i z -OF-WAYS IMPROVEMENTS ON TAX MAP 45C PARCEL 02-1 _01 n El DI EXISTI bl t, LEXINGTON VA 24450 30' FROM PUBLIC RIGHT . I EX. CURBING EN 00 3. APPLICANT: LOGAN MARTIN 50' FROM ADJACENT RESIDENTIAL PROPERTIES f� DS (TBR) ACCESS EASE ENT B, DATED JANUARY 28, 2004. 0+00 RON MARTIN APPLIANCES 12. PRESENTUSE: EXI 2. AT LEAST ONE (1) SIGN SHALL BE POSTED IN 13+28.79 _L2t00 If P 0 BOX 7907 ISLAND T.E. I' CNN RETAIL APPLIANCE SALES (COMMERCIAL) R. 11 n C) (o LU CHARLOTTESVILLE, VA 22906 THE PARKING AREA THAT IDENTIFIES THE USE AS @ 13. PROPOSED USE: PARKING FOR THE ADJACENT COMMERCIAL USE COVER Qk -- I: cl� O� L6 RETAIL APPLIANCE SALES (COMMERCIAL) R=l EX. 8)' W. L. % EXISTING CURB 0 4. CONTACT PERSON: 14THE SITE IS NOT WITHIN A DRINKING WATER RESERVOIR WATERSHED. WITH SIZE AND LOCATION OF 'THE SIGN TO BE - 7_7 j__ 1 if CLOECKNER ENGINEERING & SURVEYING, INC. R -2-2- 11,7 N. �- �- 15. THIS PROPERTY IS NOT LOCATED WITHIN A _AIW ....... _Dre DETERMINED AND APPROVED BY STAFF. A SEPARATE EX. CU+3`1�]U 27 95' 1 i 15 LL�i_N28'29'27"F Ld CHARLOTTESVILLE, VIRGINIA 22903 DEFINED 100 YEAR FLOOD ZONE, PERMIT WILL BE NECESSARY FOR THIS SIGN. f 10 AG CG -2 U zzuco -293-7612 AND VEHILCULAR CIRCULATION: 3. THE PARKING AREA SHALL BE USED FOR SfORM CL EX. WATE ME. %N) U+ 0 z FAX: 434 AREA 37,968.32 SQ.FT. (0.87 ACRES) CUSTOMER PARKING ONLY, WHICH SHALL BE AV=,j84. NEW DI -3A 20 5. BOUNDARY LEGAL DESCRIPTION BY: STATED ON THE SIGN PER CONDITION #2. DELIVERY T - -1 ...... TOP=487.6 CLOECKNER ENGINEERING & SURVEYING, INC. AND OTHER COMMERCIAL VEHICLES SHALL NOT BE TREr 102.00' T EX -.77- law 4�CH DRAIN 1, @1.00% CHARLOTTESVILLE, VIRGINIA 22903 PARKED OR STORED IN THE PARKING AREA FOR 18. 0' TO BE CLEANED AND oPVC -971 SHRUB MAGNOLIA DI#4A C91. 0% --p PHONE: 434 EX. ORASS MAINTAINED IN GOOD 49. 11' TO BE RELOCATED I DATED MARCH 17, 1986 LOADING, UNLOADING OR ANY OTHER PURPOSE. WORKING CONDITION NEW DI -3B L=4.0 A ISLA1\10 EX. SANITARY MANHOLE TR R. 4" 4. ADDITIONAL LANDSCAPING SHALL BE INSTALLED .0 0) MAINTENANCE OF TRENCH TOP = 489.55 i TOP=488.5 DOGWOOD uA z 18. REQUIRED PARKING: DRAINS WILL BE PART OF H 12 HIGH OLD E YS BUILDING: 3 ENTERING LATERALS ARE EXISTING EXISTING �? AND MAINTAINED WITHIN THE 20' BUFFER, AS THE STORMWATER MANAGEMENT PYRACANTHA Lli OFFICE: 1,800 S.F. X 80%=1,400 SF./200 7 SPACES v CONTRACTOR TO CONNECT TO RON MARTIN 1 1 'I'll m OUS FACILITIES MAINTENANCE CLUSTER 5.0 S-1 5 R C P EXISTING NECESSARY TO PROVIDE SCREENING TO COMPLETE 1\ i , < BACK WAkEH E 0 3,876 S.F. r-) AGREEMENT. THE LATERAL SERVING PARCEL 1A (TO BE MOVED A DOUBLE STAGGERED ROW OF EVERGREEN TREES V) PROPOSED @2.00% DOWNSTAIRS RETAII UPSTAIRS WAREHOUSE 0 4,320 S.F.: ALONG THE EAST SIDE OF THE PROPERTY. > ��Y4� li"�- l< RON MARTIN 1 SPACE PER EMPLOYEE (2) PLUS 2 SPACES FOR CUSTOMERS 4 SPACES LOADING 2,800 SQ. FF BACK WAREHOUSE (2 STORIES) TOP=487.50 ENTRANCE \INV IN(3)=481.51 0. 0 SUBTOTAL 23 SPACES PAD SHALL BE CONSTRUCTED ADJACENT TO THE 1 AZALE.A. (NEW ADDITION MAGNOLIA, SIDE OWROOM SPACE INV. OUT=481.36 DOWNSTAIRS S�1'0,,�IiROOM: THE I U ENTRANCE FORMER EWAYS FINE FLOORS 6,000 SQ. FT. CdNVERT TO MH 3,200 S.F. X 80Y,=2,560 S.F./400 S.F. 6.4 6 SPACES ON THE PLAN DATED JANUARY 28, 2004. r, 'A' o uj cn 0* VC 0 DOWNSTAIRS RETAIL: 2,800 S.F. X 80%=2,240 SFJIOO = 22.4 22 SPACES RESULTING '10'X20' DUMPSTER AREA SHALL BE RQ 0 AN 0 NOW AN EXPANSION z_ Li OF RON MARTIN SHRUB r_ < 0 EXISTING DI -3P - I -- < UPSTAIRS SHOWROOM: 6,000 S.F. X 80%=4,800 S.F. 12 SPACES SCREENED WITH A THREE (3) SIDED OPAQUE GU ER DRAIN o C6 00 1 r,- 0 N to z ING) TAX MAP 45C, SECTION 2, PARCEL IA (TO BE MOVED 0 SUBTOTAL 40 SPACES FENCE AND ADDITIONAL LANDSCAPING PER THE Lo uj V) w CT __AQDjILQN DIRECTION OF STAFF. [a_ z SHOWROOM: 3,650 S.F. X 80%=2,920 NG & PROPOSED PARKIN nn TWO STORY c 8 PARKING LENGTH -4 0' 2 SPACES DB. 2642 P. 662 -58 RON MARTIN APPLIANCES 0 .SDP -03 7 AC CONSTRUCTION TYPE 2C cy 12' HIGH 0 < --------- INV. OUT=481.89 (N UPSTAIRS MEZZANINE SHOWROOM: EXISTING ON PARCELS 1 1A -APPROVED SUBJECT TO THE FOLLOWING UNITS V) PYRACANTHA Y) 0 EX. PAVkMENT CLUSTER Z (n 0 2,430 S.F. X 80%=1,944/400 4.86 5 SPACES =66 (BY RIGHT AS NECESSARY CONDITIONS: 18-3.0' HIGH SUBTOTAL 12 SPACES TO RETAIL USE) AZALEA SHRUBS DOWNSTAIRS SHOWROOM V) T. B. R. D ul 1. ADDITIONAL SCREENING ON THE EAST SIDE OF (A OWNSTAIRS SHOWRqOM SPACE RON MARTIN DELIVERY VANS: 4 VANS @ 1/VAN 4 SPACES _1� 5,9 44 SQ. FT. PROPOSED ON BOTH PARCELS THE PROPERTY BOTH UNDER THE EXISTING TREES "STOW\CLEAN OUT 49.1 l' 3,200 SQ. FTI SIDrr 1 & 1B=10 (NEEDS SP) AND IN THE GAPS UNDER THE DIRECTION OF STAFF UPSTAIRS WAREHOUSE ;;o TOTAL REQUIRED PARKING 79 SPACES 480 0 AZALEA TO PROVIDE A SATISFACTORILY LEVEL OF SCREENING 4,320 SQ, FT. SHRUB .......... .................... 0 PROVIDED PARKING 90 SPACES PROPOSED ON PARCEL 1B OF THE RESIDENCES ON THAT SIDE. - DB, 2642 P. 666 19. ABUTTING PROPERTIES: CUT PAVEMENT /REMOVE EXISTING CURB WALKWAY 0 ZONED HC 81, OAK "FAX MAP 45C -1-A-17 TAX MAP 45C -1-A-20 NEW CG -2 MAPL MAIN ENTRA ICE ....... RE OCATE N�W ROAD 4" CLUSTER LEE R. OR ROBERT E. AND MATCH FACE TO EX. EP 79.33' 4 8.40 SCREENING LN 1 QUERCUS TRUS ZONED R2 EXISTING CG 2 CG -2 (PIN OAK) 0 Ita-t \--NIW 20 DRAINAGE ro 'FAX MAP 45C -1-A-18 TAX MAP 45C -1-A-19 -ACCESS EASEMENT -(D 30.0, c TER REMOVE EX. CURB EASEMENT T. B. R. P-4 x WILLIAM L. OR DORINE E. KITAY -Q, 11 SPACES IN THIS ARE 8. TO RT.29 N76 5'27"E A VIRGINIA D. RAWLEY DB. 1486 P. 494 (NOT HANDICAPPED), ARE 0 DB. 2044 P, 467 ZONED R2 PROPERTY LINE TO K ABANDONED DESIGNATED FOR_ TEMPORARY (R TION) UPON APPROVAL OF 5',ITE PLAN. 36.30 INAGE EXISTING Dl`�A NEW 30' DRA ZONED R2 NEW PROPEffY LINE TOP=485.0 EASEMENT SALES. EACH --TEMPORARY SALES BENCHMARK INV.=478.00 I EVENT.�EQUIRES A SEPARATE -TAX MAP 45-9,38 ZONING CLEARANCE. BUSHES HEART LAND TRUST 3,r. NIGH WILLIAM D. TUCKER, 1111 TRUSTEE B L'WPR IDING SET8 486.1 ZONED HC BEGI NEW CG- MAPLE' 8" CK INE EXISTING DI -3A 20. PLAN PREPARED BY KURT M. GLOECKNER, P.E. & P.L.S. MATC FA E TO EX. C RB EX. SIGN MAPLE 2" 21 MAPLE nAK 8 0' DIA. MANHOLE - T4X WAP 45-83B HEART LAND TRUST VY|LLk\k4 D. TUCKER, |U| TRUSTEE DB. 1464 P. 269 ZONED HC PRESENT U3E=COk�K�ERQAL 1� ARB REQUIREMENTS ARE BEING ADDRESSED BY ARCHITECT. UPON RECEIPT OF /\RA REQUIREMENTS FROM ARCHITECT, THEY WILL BE ADDED TO THIS Pi/\N. 2. THESE PARCELS ARE IN THE EC, ENTRANCE CORRIDOR OVERLAY DISTRICT. 3. IF PLUMBING FIXTURES ARE INSTALLED IN THE NEW ADDITION THEY MUST CONNECT TO ONE DOMESTIC SYSTEM IN EITHER OF THE TWO,� EXISTING BUILDINGS. THEY CANNOT BE CROSS CONNECTED., T REM IN EXISTING CURBING lo' PARKING --'SETBACK LIGHT EX. 18" RCP AT 1.7Y� EX|SllNG/ / POWER POLE WITH STREET LAMP �O�: WM = WATER METER WV = WATER VALVE C.T.V. = CABLE TV PEDESTAL T.P. = TELEPHONE PEDESTAL O.H.P. = OVERHEAD POWER RCP = REINFORCED CONCRETE PIPE CWP = CORROGATED METAL PIPE WL = UNDERGROUND WATER LINE T.B.R. = TO BE REMOVED EG = EDGE OF GRAVEL EP = EDGE OF PAVEMENT SBL = SETBACK LINE mxruc DETENTION MANHOLE NEW YOOT T -MH -2 MANHOLE YV�H ECCENTRIC TAPER UN[[ AND MH --1 FRAME AND COVER TOP=FLUSH |NV.=475.1f/- THE CONTRACTOR SHALL /\LL0VY FOR THE REPLACEMENT OF TWO SECTIONS OF EXISTING 18" RCP THAT MAY BE DAMAGED DURING THE INSTALLATION OF THE MANHOLE. \ VY | F \ ., / B^ OAK LLC) EX. DROP INLET �-� TOP=486.42 EX. DROP INLET |NY.=477 f/ - ROU 29 NORTH B UND LANE (VARI BLE WIDTH RIG -OF-WAY) TOP=FLUSH UNDERGROUND Rk4WATER |NV.=478.44 DETENTION (EXISTING) 88' OF 38" RCP AT O.5Y� SLOPE 72" 0A. MH -1 BOTH ENDS WITH ACCESSCOVERS AND STEPS ~ .~..- PROJECT/PARCEL.~.^.. -.-_ ACRES `.--` 22. 0.61 ACRES OPEN SPACE (3020%) -- 2� 141 ACRES |�PERN0J� AR (OQ�O�� 47��OO ' ` ' 24. PROPOSED BUILDING SQUARE F[ BOXWOOD 3,100 SQ.F[ (RETAIL) 3.100 SU.F[ (WAREHOUSE) 25. MAXIMUM HEIGHT STRUCTURE = 35 FT. 20 HEIGHT OF STRUCTURE AT MAIN ENTRANCE = 240' = 3650 3 WHITE \ 11-2' HIGH SIGN PINE - -� --'- 3H POND \/u^/ -CALIPER -o -~~«/ /�� AZALEA SHRUBS 100. 'R = / ' - - -� - MEZZANINE = 2430 3F = 6080 SF TOTAL 2& B�W.P= �O� OF 8,486,74 S.F.= 424J4 S.F. . (3) 2° T 15-4' HIGH ACFRm-nm-- 25'48' / Y x (USE 1D'X44 RLTER'=44O S.F.) TOTAL u-unra xmRF*m-s-Fu'Fx-nYtFy- = DATE OCTOBER 7' �20 �0 3 JOB NUMBER DWG. NAME 03009003P2.DVC / uuxWuuo HEDGE /L - TOTAL NUMBER OF EMPLOYEES ON SITE O" ON CENTER / DURING A MAJOR 3H|FT=34 / 3O� CROSS PARKING AND ACCESS EASEMENTS THAT SERVE - ' THE THREE PARCELS SHOWN HEREON WILL BE RECORDED ACER RUBRUH (RED SUNSET MAPLE) IN THE CLERKS OFFICE UPON THE APPROVAL OF THIS SITE PLAN. 114U It: ALL PARKING SPACES TO BE PAINT STRIPED AND CENTERLINE STRIPE ALONG COMMON ACCESS. APPROVAL BLOCK / ALBEMARLE CCPNTY SERVICE AUTHORITY DATE DEPARTMENT CF ENGINEERING DATE PLANNING AN COMMUNITY DEVELOPMENT ATE i DEPARTNENT�0F ZONING Y. a DATE4-SIP4 FIRE' . �E OFFICER' ATE � � WE THE UNDERSIGNED DEVELOPER(S) UNDERSTAND THAT APPROVAL. OF THIS PLAN BY THE COUNTY OF ALBEWARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION D.O.T APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE WE OF MY RESPONSIBILITIES IN OBTAINING F|M/\L \(D.O.T. APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. DEVELOPER L//�[ � [ �~_» GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY( INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JAN.15, '1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALT_ BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ACSA = ALBEMARLE COUNTY SERVICE AUTHORITY NOTES: 1. PLANTING AS FOLLOWS: 3 RED MAPLES 1 1/2" -- CALIPER 12.0' -ON CENTER WITH 3 RED OSIER DOGWOOD ---- - 2.0' HEIGHT AS SHOWN, 3 BERBERIS KOREANA (BARBERRY) 4.0' HEIGHT AS SHOWN. 2. PROVIDE" 1.0' PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE NEW 4" THICK CONCRETE WALK 4,000 PSI Q 0 0 0 000 C .0-000-000-0-0 2" COMPACTED STONE MI 111m�II III IIImI� -yCOMPACTED VDOi21A SUBGRADE CONSTRUCTION JOINTS TO BE 6' O.C., 1/4" WIDE, 1 " DEEP EXPANSION JOINTS TO BE 50' O.C. OR LESS LIGHT BROOM FINISH TYPICAL SIDEWALK DETAIL N.T.S. TOP OF DI -7A ELEV. = 489.0 ELEV. -490 0 29.0' TOP CURB VARIES FROM 489 5 TO 490 0 OVERFLOW STRUCTURE MAY BE ,: 489.3 487.0 D.I. IN SWALE (INDICATED) OR STONE WEIR DISCHARGING �;.; j� j 48" R.C.P. n •;1:_�.:.: 4f co f) r �c� - INSULATED STORAGE PIPE TO STABLE CHANNEL OR 4 �: STORM DRAIN. z�o w F= -' 3. BIOFILTERS MUST NOT BE W RECOM IENDATION 1= INSTALLED UNTIL THE SITE IS < II DETERMINED TO BE ADEQUATELY ( �> STABILIZED BY THE EROSION 0 w - w 0 f-- CONTROL AND WATER LUCK BIO -FILTER 1.0' MIN.144V:= 41_4-'. i ... .... n z I- V) RESOURCES INSPECTORS. 4. THE CONTRACTOR SHALL CONTACT MIX OR TESTED AND APPROVED EQUIVALENT I 1 ( i i- 13.0' THE WATER RESOURCES INSPECTOR Cil MIN. 24 HOURS PRIOR TO BACKFILLING LUCK • BIO -FILTER THE BIOFILTER AND REQUEST AN MIX OR TESTED AND APPROVED EQUIVALENT INV.OUT UNDERGROUND GRAVEL INSPECTION AND APPROVAL OF THE 482.92 Z1- UNDERDRAIN INSTALLATION AND (AASHTO M43, 1/2"-1") THE SOIL MIX. IID WRAPPED IN FABRIC WATER QUALITY SWALE RAIN GARDEN DETAIL N.T.S. 50C a0 I I 10 CIO z w �r- f-MIt V) r�� II `*-� r2 0 uC) 490 � w t--- � t-- 480 `� 00 S}' r- 0 .DATUM E.LFV 470.00 - C� I� C] 00 CD < w 0 Ir- a __j 1_ V a__j1--V) 5.03'-15" RCP 02.00% 01-0 rb w 10+00 10+09.03 STORM SEWER SECTION :DI4 TO D"I HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=10' STANDARD VDOT PRECAST MANHOLE (MH -1) 4 FOOT DIAMETER MANHOLE / (ORIFICE=3" ON END OF PIPE 48" RCP COVERED STORM WITH WATER WIRE MESH DETENTION \ INV=481.96 DI#3 EXISTING DI -3C LENGTH=6.0' TOP=487.50 OVERFLOW TOP=486.41 15" RCP 1.00% 1 15" PVC TEE DETENTION MANHOLE N.T.S. 500 490 480 DATUM ELF, V 470.00 C6 00 It r.� 0 - `+ 0 rrj i17 2 EXISTING GRADE j� �`� o n 4f co f) r �c� - INSULATED [� ACCORDING L(7� itr-+I-0 ff) C.r i r-+ - 0- TO MANUFACTURERS x'01/- z�o w F= n W RECOM IENDATION 1= �(iI w < II ( �> Lo 0 w - w 0 f-- 0 0 r) n z I- V) - 7.5.33'-48" R!r.�C�P. Cil W LJ �' 00 Z1- O 0 wz z IID X ? z z7 w3: �- >> -(n zz co 00 30.•71'-15" RCP Lq 01.00% co rq co 10+00 0 r� 0 STORK SEWER SECTION DI#3A TO DI HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=10' L0 ca 500 _ r�rn eco (� I O0 C1Od�� ct 00 -I zwz"t =COP- II> Ln k x. O x 0 0 3- 490 w t v tra In L0 480 - _- 00 00 r 11 00 zzz� p 0 -DAT U_� ELE'V »» 470.00 z -1.64'-15" RCP 01.00% 114-00 11+21.18 CG -2 1.2.0' (TYPICAL) 165#/SY SM -9.15A 1/4": 1'--_ SUBGRADE 8" TYPE 21A TO MINIMUM STONE CBR=10 TYPICAL PAVEMENT HALF -SECTION N. T. S.. 3-2"X4" STRINGERS SPACED 2'-6" APART CENTER TO CENTER. 1.,,,8„ `7DS I- A_� �k'��A&"1 1 f --*--------10.0' CENTER TO CENTER 10" .-' TOP VIEW 4"X4" POSTS NOTE: DUMPSTER TO BE LESS THAN 6.0' IN HEIGHT .DUMPSTER SCREENING FENCE :DETAIL TYPICAL 10' SECTION NOT 'TO SCALE �3 REVISIONS DECEMBER 15, 2003 JANUARY 12, 2004 JANUARY 28, 2004 MAY 3, 2004 JUNE 23, 2004 JULY 6, 2004 ,AUGUST 11, 2004 DATE OCTOBER 7, 2003 KURT M. GACIKNER 5649 QNF1L Jill JOBNUMBER 03-009-00 Y 0300900SP2.DWG / 2 OF JOBNUMBER 03-009-00 Y 0300900SP2.DWG / 2 OF