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HomeMy WebLinkAboutSDP200400102 Plan - Approved Minor Amendment 2005-02-08GENEML CONSTRUCTION NOTES I. 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.). t. ALL PAVING AND DRAMCE RELATED MiATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WiTH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTiUZED, 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 ACHEVED. S. ALL DRAINAGE INLETS SHALL HAVE A 2-NCH LOCAL DEPRESSION. 6. PAVED OR RIP -RAP LINED DITCHES MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, iT iS DEEMED NECESSARY IN ORDER TO STABUZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WiTH THE VIRGINIA 1.AATSLEAST ONE (1) SIGN SHALL BE POSTED IN THE PARKING AREA THAT IDENTIFIES THE USE AS PARKING FOR THE ADJACENT COMMERCIAL USE ONLY TAX MAP 45C PARCEL 02-1A & 02-1). WITH SIZE AND LOCATION OF THE SIGN TO BE DETERMINED AND APPROVED BY STAFF. 2, THE PARKING AREA SHALL BE USED FOR CUSTOMER PARKING ONLY, WHICH SHALL BE STATED ON THE SIGN PER NOTE #1. DELIVERY AND OTHER COMMERCIAL VEHICLES SHALL NOT BE PARKED OR STORED IN THE PARKING ARE FOR LOADING, UNLOADIING OR ANY OTHER PURPOSE. (17) SUPRESSO CYPARIS (LEYLAND CYPRUS) 4-5 FT. TAX MAP 45C-1-A-19 I - DORINE E. KITAY"� _ 'L DB. 1486 P. 494 3. POND LIGHTING AND 3 BLUE SPRUCE ASSOCIATED WITH GOLDFISH POND ARE TO BE REMOVED. 4. NO CHANGES TO EXISTING LIGHTING ALONG ROUTE 29 ARE PROPOSED. 5. THE MINIMUM INTERSECTION SIGHT DISTANCE FOR INTERNAL INTERSECTIONS OF ACCESS AISLES, INTERSECTIONS OF ACCESS AISLES AND PEDEDSTRIAN WAYS, AND ACCESS AISLES AROUND BUILDINGS SHALL NOT BE LESS THAN ONE HUNDRED (100) FEET. TAX MAP 45C-1-A-18 TAX MAP 45C-1-A-17 WILLIAM L OR LEE R. OR VIRGINIA D. RAWLEY CRUSE SHARON S. EVANS NEW LOT SCREENING DB. 1753 P. 502 10 OSMANTHUS H. DB. 2044 P. 467 1 ZONED R2 ( ) ZONED R2 PRESENT USE=RESIDENTIAL (GULF TiDE) PRESENT USE=RESIDENTIAL 24"-30' �_+ .+-74.88'/-}-- ZONED R2 + 4- IR _ SE AC AND S1 -i- -F _ T1AL U R-_----- o aol( 0 0 0 - - I\ '+' OSANDAL 131ORETEN11ON GRAVEIL DI#1A (DI-7A) TOP OF GRA o o 0 i / EX. CURTAIN " H LAYER AREA _ DRAIN INVERT IS 8"-10 ABOVE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED / i / M TT �VERFLQW BO OM OF PONDING BASIN / / WATER QU ku SWALE 2 8.^?, 5 r- kgG CONCRETE PIPE - CLASS III. �. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF WORK ARE NOT NECESSARILY SHOWN ON THE PLANS TAX MAP 45C-1-A-20 i ROBERT E. AND 6 / J�cF' Sp PEGGYE G. LASSITER DUMPSTER ' 01� / ���� / / AIN STO ti� / •CID �P Q • / e. - • 6g, / .GRASS OD . BERM . �'rIN OPENINGS M *� I NEW ROAD SCREENING I (16) OSMANTHUS H. (GULF TiDE) 24'-30" ARE NEW ROAD SCREENING (2) 2" CALIPER �P �Ro K)PAusTRusEx. SITE MAP MH SCALE: 1 "=2000' M-�./ PROJECT INFORMATION REVISIONS DECEMBER 16, 2004 JANUARY 31, 2005 MAGNETIC MERIDIAN 0 10 20 40 SCALE: 1 "=20' THE PROPOSED DB. 2078 P. 415 SCREENING �� 0 p,G g / ti, ' AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR ZONED R2 6 NATCHEZ 0 �6 p�- 0 j - - - - - - . - SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND J - PRESENT USE -RESIDENTIAL CREPE MYRTLE - / K�� % +4 .5 i • • 86 o H 3 _ 1. PROJECT NAME: SON MARTIN EXPANSION 6. TOPOGRAPHIC INFORMATION BY: STRUCTURES AS NECESSARY. s ASS OWN /�g�0 �/ ��`` 06 48g.0�°�.. �,' o NEW " �i SITE PLAN WOODBROOK DRIVE GLOECKNER ENGINEERING &SURVEYING, INC. 33.0 -NEW 12 � ' 3 = If 10. CONTRACTOR SHALL VERIFY LOCATION OF ALL BOUNDARIES, BUILDINGS, HEAVY DUTY 1� /� PLO �i j��� ��� / • • ! _ - - • • ' -1 %•' �-`r - - , • - 1 - u' / CG-2 cV I CHARLOTTESVILLE. IVY ROAD, SUITE 5 VEGETATION AND OTHER PERTiNEN1 SiTE ELEMENTS. TRENCH DRAIN. 81.0 2. OWNERS OF LAND: 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY TO BE CLEANED AND G �F / 50' BUILDING a TMP 45C-2-1 CHARLOTTESVILLE, VA. 22903 /PG E Ei 0 I TEL. 434-971-1591 I \ % F� N�j /.i1P�QR�' �P �IF-� CLEANOUT NOTE: T'VC PIPE lX SBL U a w o NANCY C MARTIN 1-800-552-7001. MAINTAINED IN GOOD S P �`. 0 DATED MARCH 17 1986 WORKING CONDITION / G O0/ '`� F,� �0 -� ONE FOR EXISTING TRENCH DRAIN 0 TRUSTEE OF THE ( SCHEDULE 40 > . 7. BENCHMARK INFORMATION: 12 CONTOUR INTERVAL = 1 FOOT / ��� y0� 00`pF-OP(�G p� +490. /Q EACH ROOF DRAINS WILL BE EQUIVALENT 'S3 v> m Z o NANCY C MARTIN REVOCABLE TRUST MAINTENANCE OF TRENCH 1 I QP� S� Q G� a: DIRECTED TO RAIN y 3. I "� - M USGS BENCHMARK -RR SPIKE IN 13. OUTDOOR LIGHTING SHALL BE DIRECTED TOWARD THE SiTE AND AWAY DRAINS WILL BE PART OF i / 61-Oy / • UNDERDRAIN) GARDEN B10FILTER� `*�, �N. 48• - I - 'n 2012 VISTA VIEW lJJ 40" OAK-ELEVATION=480.18 PROPERTIES AND ROADWAYS. THE FIXTURES SHALL BE THE STORMWATER MANAGEMENT i / a / ti f �GO� 50�' TAX X 45C-2-18 Q M NEW `'� n4iy .c o` o o w CROZET VA 22932 FROM ADJACENT PROP / a Q ; CG-2 p71 p o, o 06 0 8. MAGISTERIAL DISTRICT: CHARLOTTESVILLE SHIELDED WITH THE LIGHT RAYS NOT EMITTING ABOVE THE HORIZONTAL PLANE FACIUTiES MAINTENANCE , j /�G / KAREN \N. SMITH F o 00 z OF THE LIGHT FIXTURE. AGREEMENT. // �- a ti / ��O I FUTURE D B 2798 P. 597 o MH#1 ADJUS TO F TMP 45C-2-16 g, LEGAL INFORMATION: �G`� 0 +490.5 Q BUILDING ZONED H V5 PARKING LO GRADE 0) a m KAREN W. SMITH NOTES: N67' 14'49 W cv x o C/0 KB MANAGEMENT CO INC- TAX MAP 45C-SECTION 2-PARCEL 1 / % / NEW / w INV. OUT-4 4.75 o w ►- W_ T/A MIDAS D.B. 1596 P. 532 (ZONED HC) .SP-03-77 RON MARTIN APPLIANCES PARKING 33.24' �j r CONTRACTOR SHALL VERIFY THE EXISTENCE tr CONVERT TO 5.0' DIA. LOT EXPANSION -RECOMMENDED APPROVAL TO / / , % / ��'O. HYDRANT / co OF WATER SERVICE FOR PARCEL 18. IF IT� 795 BEDFORD HILLS DRIVE �/ / / I LOCATION DOESN'T EXIST, A 1" SERVICE TAP SHALL BE DETENTION O.H.�HTAX MAP 45C-SECTION 2-PARCEL 1 A (SEE DETAIL SHEET 2 OF 2) 00 U a EARLYSVILLE VA 22936 D.B. 1464 P. 277 (ZONED HC) THE BOARD OF SUPERVISORS SUBJECT TO THE END CURB F c +490.5 / INSTALLED FOR THE FUTURE BUILDING AND NEW SIGN � SR a � 3. APPLICANT: LOGAN MARTIN TAX MAP 45C-SECTION 2-PARCEL 16 FOLLOWING CONDITIONS: AT PROPERTY 'U 0�10 ,6 / PLACED BEHIND THE NEW CURBING. "PARKING FOR R= r o• o RON MARTIN APPLIANCES LINE D F /. ti F,�/QPG � / RON RTIN' cn0. NO DEED BOOK INFORMATION (ZONED HC) i. A FINAL SITE PLAN SHALL BE SUBMITTED FOR P �Et1�'C, NEW 3/4" WATEF� � y v _ - �" P 0 BOX 7907 10. THESE PROPERTIES ARE ZONED HC APPROVAL, WHICH SHALL BE IN GENERAL ACCORD EX OJ/RGG`I' iI NEW SC EEN� G SERVICE LINE TO EX. F.H.A. NEW I - m CHARLOTTESVILLE, VA 22906 BLOCK .� d / P �� BE BORED UNDER WVTO B CG-2 PT = �0+71.79 -V @1 O PHONE: (434) 973-2136 11. MINIMUM BUILDING SETBACKS WITH THE REVISED PLAN THAT SHOWS LA P�� FENCE SFE�DETAIL 8$ f z 30 FROM PUBLIC RIGHT-OF-WAYS WALL QX' ro SHEET `Of - 2} _?A� _ RELO ATED - EXISTING �� I +� 0 0 4. CONTACT PERSON: IMPROVEMENTS ON TAX MAP 45C PARCEL 02-1 - = EX. CURBING ENDS (TBR) ACCESS EASE ENT 50' FROM ADJACENT RESIDENTIAL PROPERTIES .- 0'� - R�98' -- ----}- -* i- {- - 1 4` EXISTING i� KART M. GLOECKNER P.E. P.LS. -'��`�- 0 10+00� GLOECKNER ENGINEERING & SURVEYING, INC. 12. PRESENT USE: B, DATED JANUARY 28, 2004. oo - G / �' - - -- - -�� - =85,5g ISLAND r� o AT LEAST ONE 1 SIGN SHALL BE POSTED IN I 13+28.79 v J�� �(. 24 PAVED ROAD 12 00 _ _ _ - _ I RETAIL APPLIANCE SALES (COMMERCIAL) / � �• -�, � _ T.B.R. N 1 I�i 2246 IVY ROAD SLATE 5 2. O cD 0 0 0 Q3 - -- - x' -NEW -_-I w _I) v:oCCo `r°to CHARLOTTESVILLE, VIRCINIA 22903 13 PROOPORETAILSED USE NC SALES (COMMERCIAL) THE PARKING AREA THAT IDENTIFIES THE USE AS \ R�9 COVER 5 _2, " 11+00 EXISTING CURB \ CG-2 p _ 1--N c� • PHONE: 434-971-1591 PARKING FOR THE ADJACENT COMMERCl/�L USE p !T��' BEGIN TRENCH R- EX. 8 W.L. "' 0000� I S28' 9'22"W DRAIN (INV=488.6) - T.B.R. �- 1 oar .- o FAX: 434-293-7612 14. THE SITE IS NOT WITHIN A DRINKING WATER ONLY (TAX MAP 45C PARCEL 02-1A & 02-1). END TRENCH 163.11 18 2O 21 i= i of II II `� 5. BOUNDARY LEGAL DESCRIPTION BY: RESERVOIR WATERSHED. �..�. 11 I S5716 49 E \ p "� c� 11 •- c*4 f- GLOECKNER ENGINEERING &SURVEYING, INC. 15. THIS PROPERTY IS NOT LOCATED WITHIN A WITH SIZE AND LOCATION OF THE SIGN TO BE � R I�` - - - _ - -_ - _- - _ - _ -- 15 16 1 g _ - N28'29'27"E 1 Z �z z o 2246 IVY ROAD, SUITE 5 DEFINED 100 YEAR FLOOD ZONE. EX. CUf�BING 2�5 =487.8 _ ?1 -� 222el, r23 24. .25 .2 /. GNo - - DETERMiNED AND APPROVED BY STAFF. A SEPARATE 2.0 H r7 cn. c� - o CHARLOTTESVILLE, VIRGINIA 22903 .` 158.00' NEW %_ Zj» 16. MAXIMUM AMOUNT OF PAVED PARKING PERMIT WILL BE NECESSARY FOR THIS SIGN. -- - - - -..- _ _. - _ i' -I •�� o CG-2 a w• �? z z PHONE: 434-971-1591 AND VEHILCULAR CIRCULATION: ) �DGE_OF PAVING I 0 27 28 RELO 30) i 0+ 0 V DI A' 17, 1986 AREA = 37,968.32 SQ.FT. (0.87 ACRES 3. THE PARKING AREA SHALL BE USED FOR �S ORM CLF��- - DATED MARCH EX. WATE WHICH SHALL BE It4$4.0 TOP=NEW D4187.6 20--i CUSTOMER PARKING ONLY, " " " " " PAINT STRIPE „ ....... ..�'...'..'.'.'.'...:XISIf�G . SIDEWALK'........ '�; .. �:� �,•�. STATED ON THE SIGN PER CONDITION #2. DELIVERY I 102.00 EX.4 �� `� / -- 1.600% RCP AND OTHER COMMERCIAL VEHICLES SHALL NOT BE I I EXISTING TRENCH DRAIN AZALEA 12.0" HIGH _ 33 -15 RCP ®1.009 PARKED OR STORED IN THE PARKING AREA FOR I TO BE CLEANED AND SHRUB tc PVC MAGhNOLIA DI#4A -� ®1.0% ' ` m E�. -4RASS MAINTAINED IN GOOD 49.11 TO 83E RELOCATED NEW DI-3B L=4.0 LOADING, UNLOADING OR ANY OTHER PURPOSE. . Y ISLAND I N WORKING CONDITION EX. SANITARY MANHOLE T.B.R. " V\ w G SHALL BE INSTALLED -1 0 rn MAINTENANCE OF TRENCH TOP = 489.55 TOP=488.5 DOGWOOD \ J o N� � 0 17. REQUIRED PARKING: 4. ADDITIONAL LANDSCAPING 20 BUFFER AS < 1� 1 z-wY� DRAINS WILL BE PART OF 3 ENTERING LATERALS ARE EXISTING 12 HIGH EXISTING 1 o a r OLD EWAYS BUILDING: AND MAINTAINED WITHIN THE O p U M THE STORMWATER MANAGEMENT PYRACANTHA A ( CONTRACTOR R A CONNECT TO RON MARTIN I lw 41 OFFICE: 1,800 S.F. X 80%=1,400 S.F./200 7 SPACES COMPLETE w X I - Q-Q FACIUIIES MAINTENANCE CO 1A CLUSTER XIS1#5 zm cn 0 \ PARCEL 5.03'-15" RCP .'. � EXISTING DI-3A \ m N� . < m NECESSARY TO PROVIDE SCREENING TO C p I X'O d AGREEMENT. THE LATERAL SERVING PA L I BACK WAREHOUSE ®3,876 S.F. A DOUBLE STAGGERED ROW OF EVERGREEN TREES vI I w -� PR ®2.00% (TO BE MOVED w� ¢, &UPSTAIRS WAREHOUSE ®4,320 S.F.. RON MARTIN DOWNSTAIRS RETAIL SPACE TO DI �5A) ALONG THE EAST SIDE OF THE PROPERTY. D LOADING BACK WAREHOUSE 2 STORIES w 2,800 SQ. FT. TOP=487.50 �3 . io Q j 1 SPACE PER EMPLOYEE (2) PLUS 2 SPACES FOR CUS;OMERS 4 SPACES 5. A SECOND 10'X10' CONCRETE DUMPSTER w �\ 1 E_NTRANCE 3,876 SQ. FT. ) a _ c� SHOWROOM: 5,944 S.F. X 80�.=4,755 S.F./400 S.F. 11.88 12 SPACES EXPANSION ��N•V IN 3 -481.5 0 • �/I ' N � SUBTOTAL 23 SPACES c ENT. TO THE 1 Z _ - - _ - - - - - AZALEA N (NEiR - ` _ _SH_OW_ROOM iNV. IN�4�=481.5� :ro o = m EXISTING RON MAF:^?. .,LOING; PAD SHALL B.. CONSTRUCTED ADJACENT. 110.0' HIGH - - - _ - SHRUB \_ - - - - - _ ��PSTAIRS _ SPACE INV. OUT=481.36 a Z � o r SIDE -r- - - - H - - w - - _. - I Z DOWNSTAIRS SHCWROOM: d'X10' CONCRETE DUMPSTER PAD AREA SHOWN \� 1 MAGNOLI I I ENTRANCE m 6,000 SQ. FT. CONVERT TO MH k`' o N U o 3,200 S.F. X 80�=2,560 S.F./400 S.F. = 6.4 = 6 SPACES ON THE PLAN DATED JANUARY 28, 2004. THE VC '+ b FORMER EFTAYS FINE FLOORS I AZALEA . O o • z \fir > \ o RESULTING 10'X20' DUMPSTER AREA SHALL BE \R00 AND 1 o NOW AN EXPANSION ( SHRUB q � li Q o Y. w I J 3 W DOWWNSTAIRS RETAIL: 2,800 S.F. X b0%=2,240 S.F./100 22.4 = 22 SPACES } •q EXISTING DI-3B' J v o I N UPSTAIRS SHOWROOM: E.000 S.F. X 80%=4,800 S.F. = 12 SPACES SCREENED WITH A THREE (3) SIDED OPAQUE U , ER DRAIN I t ► o OF RON MARTIN I �. o O„ N r� I cy)'4�4j+�j � N N.t I� TAX MAP 45C-2-1 (To BE MOVED d o w SUBTOTAL 40 SPACES FENCE AND ADDITIONAL LANDSCAPING PER THE \ i 71NG) 1 �� ❑ Two STORY I �� �, N 8 P RKING g AMY C. MARTIN, L.L.C. Y I ` �c� NEW ADDITION: DIRECTION OF STAFF. F.F. = 488.0 i �- T co cn 11 SPAS DB. 2798 P. 597 LENGTH=4 U NEW 3,650 S.F. X 80%=2,920 S.F./400 = 7.3 = 7 SPACES EXISTING & PROPOSED PARKING: \ I N� I� 7 AC o 6 12' HIGH Q M g_ p LOST � ZONED HC TOP 488=40 1 9 Q �� `. N UPSTAIRS MEZZANINE SHOWROOM: EXISTING ON PARCELS 1 ,SDP-03-58 RON MARTIN APPLIANCES I �rn UNITS CONSTRUCTION TYPE 2C I cn c- a INV. OUT 48 .8 /I EX. f�AV�MENT \ � cn PYRACANTHA cn ►- o � IJ o N o 3,030 S.F. X 809.=2,424/400 = 6.06 = 7 SPACES =66 (BY RIGHT AS NECESSARY -APPROVED SUBJECT TO THE FOLLOWING I a oo CLUSTER N U' �/ _ (� 18-3.0' HIGH a - 11 �_' SUBTOTAL 14 SPACES TO RETAIL USE) CONDITIONS: 1 ❑ AZALEA SHRUBS DOWNSTAIRS SHOWROOM ( ~ 00 o E T.B.R. C� I 1 1. ADDITIONAL SCREENING ON THE EAST SIDE OF I\ a o � DOWMSTAIRS SHOWROOM SPACE EXISTING Z� I N RON MARTIN DELIVERY VANS: 4 VANS 01/VAN = 4 SPACES PROPOSED ON BOTH PARCELS �`I 5,944 SO. FT. I 49.11' 3,200 SO. FT. SIDEWALK a I <�, 1 & 1B=17 (SP-2003-077) THE PROPERTY BOTH UNDER THE EXISTING TREES -- TOi�M� CLEAN (OUT �" _ UPSTAIRS WAREHOUSE I o TOTAL REQUIRED PARKING = 81 SPACES AND IN THE GAPS UNDER THE DIRECTION OF STAFF V48� 0 4,320 SQ. FT. I SHRUB . • • ' ' ' cn I N PROVIDED PARKING 97 SPACES PROPOSED ON PARCEL 16 A}EY1E�............ L " m -p o k' HANDICAPPED = 5 SPACES =14 TO PROVIDE A SATISFACTORILY LEVEL OF SCREENING I 6 k, o (SP-2003-077) $(q�l�ll�c(;K.'.' :+490:2� ' . ,G- j , , , j I $ o REGULAR = 92 SPACES TOTAL PROPOSED=97 OF THE RESIDENCES ON THAT SIDE. \� I C--- 22.34' MAPLE o I X �� N a 18. ABUTTING PROPERTIES: CUT PAVEMENT /REMOVE EXISTING CURB \ U 25 �26 27 8" OAK 4 o WALKWAY U 6" TO BE m I 4" CLUISTER TAX MAP 45C 1-A-17 TAX MAP 45C-1-A-20 MAPL MAIN ENTRANCE .:.:.:.:.:.:.:.GG='1,2 RE OCATE NEW ROAD n DOGWOOD LEE R. OR ROBERT E. AND NEW CG-2 \ 1 79.33' (�, \ / 4 8.40 SCREENING N SHARON S. EVANS PEGGYE G. LASSITER MATCH FACE TO EX. EP \ _ (3) 2" CALPER ao 1 DB. 1753 P. 502 DB. 2078 P. 475 ..,.:..XISTIAi ID~~WALK'.'.'.'.'.'.;.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...'..'.'...'...........' 3 (, , QUERCUS PA STRUS + p A ^ ZONED R2 ZONED R2 / CG-12 _ - "- (PIN OAK) i EXISTING I \.-NSW 20' DRAItIJAGE CG-2 �'487'3 30.0' ON CE TER I x \ TAX MAP 45C-1-A-18 TAX MAP 45C-1-A-19 --ACCESS EASEMENT b REMOVE EX. CURB " I \ EASEMENT `' T.B.R.�� WILLIAM L. OR DORINE E. KITAY N76 5 27 E \ - 11 SPACES IN THIS AREA' �' VIRGINIA D. RAWLEY CRUSE DB. 1486 P. 494 TO RT.29 \ \ (NOT HANDICAPPED _ ARE RELOCATION) 1 L4 p N 36.30 NEW 30 DRAINAGE DESIGNATED FORTEMPORARY I� OAK Z ZONED4R2 P 467 ZONED R2 EXISTING D1;,3A �- '\ 1 Qq uj 1 NEW PROPERTY LINE TOP_485.0 \ � EASEMENT .,,. - _ SALES. EACH'TEMPORARY SALESTAX BENCHMARK \ `4� �' - �. - EVENT �E6UIRES A SEPARATE 3 FORSYTHIA �% QA v HEART ALAND TRUST \ INV.=478.00 _ _ -� y. .- ZONING CLEARANCE. BUSHES .� �_ Vg WILLIAM D. TUCKER, Ilil TRUSTEE E EV.= 84.21 S N CU PAV MENT - - _- _ _ = y` 3-9' IGH /- -- - V 4 � I BLUE PRUC - 0' B IDiNG SEA K 486.1 + I D ZONED79 C P. 597 \ -, BEG( N CG- \ g MAP � .� ' MAPLE 2" \' � CK INE � / _ �_ • EXISTING DI-3A 19. PLAN PREPARED BY KART M. GLOECKNER, P.E. do P.L.S. NOTES: 8.0' DIA. MANHOLE i EX. SIGN M _ \ I OAK __ - 20. TOTAL PROJECT/PARCEL AREA - 2.02 ACRES (1007) MATT FA E TO EX. C RB { MAPLE MA E / �� ® --i_ _ .,� R III T REM iN - � � 1 3 -5 TOP=486.60 1. A CERTIFICATE OF _ 0 21. 0.61 ACRES OPEN SPACE (30.209) INV. IN=480.09 APPROPRIATENESS FROM _ ,;1k�if 22. 1.41 ACRES IMPERVIOUS AREA (69.80%) THE ARCHITECTURAL TAX MAP 45-93B # EX.� - ^� -- INV. OUT=478.Ei0 ____/ I \�� � 23. PROPOSED BUILDING SQUARE FOOTAGE 6080.00 SQ. FT. REVIEW BOARD IS REQUIRED. HEART LAND TRUST IS NG CURBING 10' PARKING�SJ;TBACK _ e XWOODS I IGH7 %l ) _ /- 1 BOXWOOD 3,100 SQ.FT. (RETAIL) 3,100 SQ.FT. (WAREHOUSE) 2. APPROVAL OF THE PLAN WILLIAM D. TUCKER, 1111 TRUSTEE H� Y DB. 2798 P. 597 Sb');02'51 "E ,, F• ZONED HC 23.86' PRESENT USE=COMMERCIAL \ S28'40'29"W 5.35' (OLD PROPER LINE) EX. 18" RCP AT 1.7% EXISTING NOTES: 1. ARB REQUIREMENTS ARE BEING ADDRESSED BY ARCHITECT. UPON RECEIPT OF ARB REQUIREMENTS FROM ARCHITECT, THEY WILL BE ADDED TO THIS PLAN. 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. POWER POLE WITH I STREET LAMP NOTESO VAV = WATER METER WV - WATER VALVE C.T.V. = CABLE TV PEDESTAL T.P. - TELEPHONE PEDESTAL O.H.P. - OVERHEAD POWER RCP = REINFORCED CONCRETE PIPE CMP - CORROGATED METAL PIPE WL - UNDERGROUND WATER UNE T.B.R. = TO BE REMOVED EG - EDGE OF GRAVEL EP = EDGE OF PAVEMENT SBL - SETBACK LINE 1328 V29 W 118.01' _ 2 3 6' - -- -_� �27.5 OF 15" RCP AT`1-0:55`o 4�2 y� DETENTION MANHOLE NEW VDOT T-MH-2 MANHOLE WITH ECCENTRIC TAPER UNIT AND MH-1 FRAME AND COVER TOP=FLUSH INV.=:475.1 +/- THE (CONTRACTOR SHALL ALLOW FOR THE (REPLACEMENT OF TWO (2) SECTIONS OF EXISTING 18" RCP THAT MAY BE DAMAGED DURING THE INSTALLATION OF TIHE MANHOLE. RO (VAl ;HCT ____- S 25'33'110"\W I.F.32.21 8" , Qr OAK AZALEA I SHRUBS S33'07 15 EX. DROP INLET GOLDFISH POND 100.80' TOP=486.42 (TBR) EX. DROP INLET 15-4' HIGH / INV.=477 BOXWOOD HEDGE 29 NORTH BOUND LANE E WIDTH RIGIiT-OF-WAY) MH-1 / TOP=FLUSH UNDERGROUND STORMWATER INV.=478.44 DETENTION (EXISTING) 88' OF 36" RCP AT 0.5% SLOPE 72" DIA. MH-1 BOTH ENDS WITH ACCESS COVERS AND STEPS NOTES: 1. THIS PLAN AMENDS THE PREVIOUS PLAN (REVISION DATE AUGUST 11, 2004) BY READJUSTING THE BIOFILTER AND BY THE ADDITION OF 7 PARKING SPACES TO THE REAR OF THE EXISTING RON MARTIN BUILDINGS. 2. LANSCAPING WITHIN THE SEWER EASEMENT HAS BEEN . APPROVED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 24. MAXIMUM HEIGHT STRUCTURE - 35 FT. DOES NOT INDICATE 25. HEIGHT OF STRUCTURE AT MAIN ENTRANCE = 24.6' APPROVAL OF THE FUTURE 3 WHITE 26. NEW ADDITION: SHOWROOM = 3650 SF BUILDING. N SIGN / PINE MEZZANINE = 2430 SF 3. CROSS PARKING AND " 6080 SF TOTAL ACCESS EASEMENTS WILL /A = 9 1'0543 BE PROVIDED BY NEW SHADE TREES R 5.00' - 27. B.M.P= 5.0% OF 8,486.74 S.F. = 424.34 S.F. RECORDATION OF (3) 2" CALIPER T = 25.48' (USE 10'X44' FILTER=440 S.F.) CERTIFIED PLAT. ACER RUBRUM _ 28. TOTAL NUMBER WAREHOUSE EMPLOYEES=2 (RED SUNSET MAPLE) L 39.75' TOTAL NUMBER OF EMPLOYEES ON SITE 35.0' ON CENTER / DURING A MAJOR SHIFT=34 / 29. CROSS PARKING AND ACCESS EASEMENTS THAT SERVE THREE PARCELS SHOWN HEREON WILL BE RECORDED /THE NOTE: IN THE CLERKS OFFICE UPON THE APPROVAL OF THIS SITE PLAN. ALL PARKING SPACES TO BE PAINT STRIPED AND CENTERLINE STRIPE ALONG COMMON ACCESS. APPROVAL BLOCK ALBEMARLE COUNTY SERVICE AUTHORITY _ DATE DEPARTMENT OF ENGINEERING ATE PLANNING AND COMMUNITY DEVELOPMEN '�' ` ATE r' DEPARTMENT OF ZONING DATE FIRE OFFICER DATE WE THE UNDERSIGNED DEVELOPER(S) UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT iN ANY WAY RELIEVE ME OF MY RESPONSIBILITIES IN OBTAINING FINAL V.D.O.T. APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. DEVELOPER DATE DATE NOVEMBER 15, 2004 SCALE 1 "= 20' 0 r1-04 V � !®ems w z 0 � L) w F 4 w � a C Z " 0 U Lo 1 E.. W !mod V .L JOB NUMBER 03-009-01 DWG. NAME 0300901 SP3.DWG / SHEET of 3 DATE NOVEMBER 15, 2004 • SCALE 1 "=20' 'f H OF �� Gr { a KURT M. GffCKNER 5649 3,s' j6ONAL V - Q� a W � W CQ � 0 ul JOB NUMBER 03-009-01 DWG. NAME 0300901SP3.DWG v Y v LA SHEET 2oF3 LEGEND GENERAL CONSTRUCTION NOTES NOTES: 1. AT LEAST ONE (1) SIGN SHALL BE POSTED IN THE PARKING AREA THAT 2. THE PARKING AREA SHALL BE USED FOR GUSIOMEK F'AKKING UNLT, WHIUM IDENTIFIES THE USE AS PARKING FOR THE ADJACENT COMMERCIAL USE ONLY SHALL BE STATED ON THE SIGN PER NOTE #1. DELIVERY AND OTHER 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE TAX MAP 45C PARCEL 02-1A & 02-1), WITH SIZE AND LOCATION OF THE COMMERCIAL VEHICLES SHALL NOT BE PARKED OR STORED IN THE PARKING STORMWATER EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY REINFORCED CONCRETE PIPE - CLASS III. SIGN TO BE DETERMINED AND APPROVED BY STAFF. ARE FOR LOADING, UNLOADIING OR ANY OTHER PURPOSE. CONVEYANCE EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE 9. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE 3. POND LIGHTING AND 3 BLUE SPRUCE ASSOCIATED WITH GOLDFISH POND ARE TO BE REMOVED. 3. THE MINIMUM INTERSECTION SIGHT DISTANCE FOR INTERNAL INTERSECTIONS CHANNEL OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN (HEREAFTER ABBREVIATED V.D.O.T.). ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY 4. NO CHANGES TO EXISTING LIGHTING ALONG ROUTE 29 ARE PROPOSED. LIIQTS OF GRADING OF ACCESS AISLES, INTERSECTIONS OF ACCESS AISLES AND PEDEDSTRIAN 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE WAYS, AND ACCESS AISLES AROUND BUILDINGS SHALL NOT BE LESS (ALSO EICTENT & SCOPE METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS LOCATE ALL UNDERGROUND LINES AND STRUCTURES THAN ONE HUNDRED (100) FEET. OF WORK) OF VDOT UNLESS OTHERWISE NOTED. ALL EXCAVATION FOR AS NECESSARY. TAX MAP 45C-1-A-18 TAX MAP 45C-1-A-17 irrrr,Trirr�i UNDERGROUND PIPE INSTALLATION MUST COMPLY OSHA STANDARDS 10. CONTRACTOR SHALL VERIFY LOCATION OF ALL BOUNDARIES, WILLIAM L. OR LEE R. OR # ANS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BUILDINGS, VEGETATION AND OTHER PERTINENT SITE ELEMENTS. VIRGINIA D. P. 46EY CRUSE SHARON S. P. 502 NEW LOT SCREENING TEMPORARY SEDIMENT 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN DB. E D R P. 467 DB. 1753 P. 502 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING (17) SUPRESSO CYPARIS ZONED R2 I ZONED R2 (10) OSMANTHUS H. TRAP ST ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST 'MISS UTILITY' 1-800-552-7001. I (LEYLAND CYPRUS) PRESENT USE=RESIDENTIAL PRESENT USE=RESIDENTIAL (GULF TIDE) BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 12. CONTOUR INTERVAL = 1 FOOT 4-5 FT. I NEW ROAD SCREENING 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED 24 -30 I 16 OSMIANTHUS H. WIRE SUPPORTED 13. OUTDOOR LIGHTING SHALL BE DIRECTED TOWARD THE SITE I - - = S 28 39 33 w � �...--- �- ----�` ( ) SF >K X >K AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. , SILT FENCE AND AWAY FROM ADJACENT PROPERTIES AND ROADWAYS. (GULF TIDE) WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER THE FIXTURES SHALL BE SHIELDED WITH THE LIGHT RAYS' } } - 74.88 ,}- 24"-30" ARE TO BE ACHIEVED. NOT EMITTING ABOVE THE HORIZONTAL PLANE OF THE E "' - + SILT FENCE 5. ALL DRAINAGE INLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION. LIGHT FIXTURE. _ -F + O 6. PAVED OR RIP -RAP UNE•D DITCHES MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS TAX MAP 45C-1-A-19 !! -Rk SE q'C AND _ S1 + -� OF CO 0 NEW ROAD SAFETY � SAF DEEMED NECESSARY IN ORDER TO STABUZE A DRAINAGE CHANNEL DORINE E. KITAY - __ - _ _ _TIAL OF R o 0 0 0 0 SCREENING 7. ALL TRAFFIC CONTROL SIGNS 'SHALL CONFORM WITH THE VIRGINIA DB. 1486 P. 494 �� % - 1�. _ - OPTIONAL -GRAVEL = - - - - ° ° ° (2) 2 CALIPER MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. ZONED R2 i - +` / EX SAND BIORETENTION DI#1A (DI-7A) TOP OF GRA - " _ - �"URTAIN U RCUS PALISTRUS i c LIARE ! AREA _ - INVERT IS 8"-10" ABOVE e 2 �� �III�, EX. (PIN OAK) SITE MAP DRAINAGE DIVIDE ;� j MH LAYER AVER OW BOTTOM OF PONDING BASIN 1" WATER TAP WITH 1.5" HOSE / ./ - / / „ DIAMETER IS REQUIRED AT THE SCREENING / E� g / / /��� A S i MH SCALE: 1 =2000 OUTLET PROTECTION OP -i �t WASHRACK LOCATION. EXISTING TAX MAP 45C-1-A-20 6 NATCHEZ PAVEMENT IS TO BE CUT TO ROBERT E. AND CREPE MYRTLE �p , , / F,Ei Q / a. 12'X70' DIMENSION AND BECOME PEGGYE G. LASSITER AS SHOWN .�6 20' /OJFE Gc,Pg�9,/ / • . • . • . •GRASS OD • BErRM • 11' OPENINGS / M PROJECT INFORMATION REVISIONS DECEMBER 16, 2004 JANUARY 31, 2005 ZN\ MAGNETIC MERIDIAN 0 10 20 40 SCALE: 1 "=20' TEMPORARY STONE CONSTRUCTION ENTRANCE Q)E THE PAVED CONSTRUCTION ENTRANCE. DB. 78 P. 475 0 6 ' / \O���p�, P00 j I • • • 86 - - - - _ 00 WITH WASH RACK PRESENT USE=RESIDENTIAL c, / +4 .5 i • • 0 48 w o RS o 1. PROJECT NAME: RON MARTIN EXPANSION 6. TOPOGRAPHIC INFORMATION BY: 3. '-NEW 12" �F- 11�� / G • B,pE NEW �i SITE PLAN WOODBROOK DRIVE GLOECKNER ENGINEERING &SURVEYING, INC. HEAVY DUTY SF' /���� • - 1 • - • • • • - •19'•� -..� - _ _ II 2246 IVY ROAD, SUITE 5 cn CG-2 CV 2. OWNERS OF LAND: / G P �F-/ �lrc�F,��F y / -81.0' • - 1 TMP 45C-2-1 CHARLOTTESVILLE, VA. 22903 TRENCH DRAIN. % �' `� r ` 50'�BUILDING� DIVERSION DYKE (TEMPORARY) DD--�"�'�-�""�� �. P j /,� �' �F' �,��E I CLEANO�iT ZZ SBL a w o NANCY C MARTIN TEL. 434-971-1591 TO BE CLEANED AND S pia P Q PVC iPE X O MAINTAINED IN GOOD I I'' - /' �/ >� (�, O EXISTING TRENCH DRAIN 0 DATED MARCH 17, 1986 /��G O F�-` O GF, �� (ON SCHEDULE 40 )% j TRUSTEE OF THE WORKING CONDITION i /�� y0 /-- 00 �� Pp� �OEz +490.� Q CH ROOF DRAIJS WILL BE OR EQUIVALENT x "53 I ° m z o NANCY C MARTIN REVOCABLE TRUST 7. BENCHMARK INFORMATION: RIGHT-OF-WAY DIVERSION MAINTENANCE OF TRENCH I � QP �+ S�` Q G DIRECTED 1O RAIN �� - USGS BENCHMARK -RR SPIKE IN ( TEMPORARY) DRAINS WILL BE PART OF �O // F �P u ARDEN BIOFILTER TAX MAP 45C-2-1B N 08 O o� w CROZET VA 22932 = ul 2012 VISTA VIEW LN -NEW 7I I � 40" OAK -ELEVATION 480.18 THE STORMWATER MANAGEMENT I : " ' / a G Se N R i l', �% a G r KAREN W. SMITH CG-2 jOz p �^, o c� co U S. MAGISTERIAL DISTRICT: CHARLOTTESVILLE FACILITIES MAINTENANCE-� = 4 y / O� / ,r FUTURE F ! Z z AGREEMENT. ' 27B UILDING a TMP 45C-2-1B �� D.B. 279.8 P. 597 MH#1 ADJUS TO F II r- 9. LEGAL INFORMATION: STORM DRAIN / �" ' �G�i I- � +49b.5 Z x N rn c_n KAREN W. SMITH THIS INSTALLATION 5 Q ZONED H U) o PARKING LOt GRADE a jp N67� 14'49"W �� / / TD (� UN INV. OUT 484.75 o W o 0 C/O KB MANAGEMENT CO INC- TAX MAP 45C-SECTION 2-PARCEL 1 INLET PROTECTION IS CRITICAL !!! �� f ' O �t O NEW = S T/A MIDAS D.B. 1596 P. 532 (ZONED HC 33.24 / / ` .' % f a S' r N TRACTO SHALL VERIFY THE EXISTENCE �` ) / . & �r HYDRANT p CONVERT TO 5.0' DIA. o. 1� LOCATIO 0 RVICE FOR PARCEL 1B. IF IT y 795 BEDFORD HILLS DRIVE _ / DETENTION M.H. TAX MAP 45C-SECTION 2-PARCEL 1 A C OF TO S DOES I XIST, A 1" SERVICE TAP SHALL BE SEE DETAIL SHEET 2 OF 2) 00 U o EARLYSVILLE VA 22936 D.B. 1464 P. 277 (ZONED HC END CURB I F C,O CON U MONCN INSTALLED FOR THE FUTJRE BUILDING AND NEW SIGN ( s5c o ) DUST CONTROL DC DC O + PLACED BEHIND THE NEW CURBING. _ _ 0 3. APPLICANT: LOGAN MARTIN TAX MAP 45C SECTION 2-PARCEL 16 AT PROPERTY '0 '�= - 4.� �� / ---o m "PARPCING FOR TOPSOILING LINE --- `j ,E[j F �OF,EL/QPOG.� > co R= �' r 0 RON MARTIN APPLIANCES NO DEED BOOK INFORMATION (ZONED HC) PERMANENT SEEDING O © -- - III ,P V1 ��Qj'`�P GOB NEW 3/ WATEf� y �O�R y 1 v- � �^ P 0 BOX 7907 MUI-CHING TO & PS & BOCK OJ/Q�O�GII NEW SCRE NA�G AIL ERVI TO TxO• B :H•A• CGW2 RS - - ®I o 11. MINIMUM BUILDING SETBACKS /PQ� '�� FENCE RS E�DET t vuc o I m CHARLOTTESVILLE VA 22906 10. THESE PROPERTIES ARE ZONED HC WALL `�: 6 U E CE ( PAV _ rt 0 z PHONE: (434) 973-2136 30' FROM PUBLIC RIGHT-OF-WAYS d SHEET 22 'OF-2) - _ RELO ATED EXISTING ►� CONSTRUCTION ROAD RS Q'� - _ EX. CURBING END BR) ACCESS EASE CE _ a I O+OOr- 4 KUURTAM. GLOECKNER, P.E., P.L.S. 50' FROM ADJACENT RESIDENTIAL PROPERTIES STABILIZATION - G - -- ----_ - - oo 12. PRESENT USE: 13+28.79 / J�� 24' PAVED ROAD / 12 00 �-- - v - - _ - _ + lam 2246GLOECKNER ENGINEERING &SURVEYING, INC. 13. PRETAIL ROPOSED USE: SALES (COMMERCIAL) P�' - ,� -NE.W. - III IP o tI 2246 IVY ROAD, SUITE 5 g0 50 "^' 9 11 +00 1 CG-2 _ L) 0-- _ co CHARLOTTESVILLE, VIRGINIA 22903 ROCK CHECK DAMS CD '•• �' �'�'' � yam_ R� COVER s BEGIN TRENCH 2 R= r �+7 O - v �N Nrn RETAIL APPLIANCE SALES (COMMERCIAL) T I 2 EX, 8 W•L_ EXISTING CURB �, fl �,_ PHONE: 434-971-1591 14. THE SITE IS NOT WITHIN A DRINKING WATER S28' 9 22 W DRAIN (INV=488.6) T.B.R. Y118o� �°O FAX: 434-293-7612 S57'16'49"E END TRENCH _ 163.11 20 21 \ -A_ ;n I o�ca!�� 5. BOUNDARY LEGAL DESCRIPTION BY: RESERVOIR WATERSHED. 27 95' R I 87 $ _ - - - _ - = - 15 16 - O o II '- "' GLOECKNER ENGINEERING & SURVEYING, INC. 15. THIS PROPERTY IS NOT LOCATED WITHIN A 19 N28'29'27"E I z iEz z DEFINED 100 YEAR FLOOD ZONE. TYPICAL SOIL TYPE Tb EX. CUf�BIN� 1 22�, ,-23 24 25 2 M N 0 a 2246 IVY ROAD, SUITE 5 -- -EDGE OF PAVING I I 2 0 H U 158.0u- FI Y - - - - - - - - - - gyp• GNO - CHARLOTTESVILLE, VIRGINIA 22903 16. MAXIMUM AMOUNT OF PAVED PARKING /SfORM ,'' 27 28 RELO TION) - I A - o w. Zz z z PHONE: 434-971-1591 AND VE ILCULAR C RCULA ON CLE '0 • • 30 J- -- DATED MARCH 17, 1986 AREA =H37,968.321SQ.FT. (0.87 ACRES) EX. WATER MET R V •D , N 2 L.... NEW DI-3A 0, Av.-,484.0 .. ....... ... •. ....... ... ...... ... •r`--"' --- -- --- TOP=487.6 PAINT STRIPE EXISTING SIDEWALK .'.'........r.� �� 1.64'--15" RCP SF 102.00' LD�Ts OF CONSTRUCTION EX.4" . REM _� -� I I >K EXISTING TRENCH DRAIN AZALEA LnaM OF CONSTRUCTION 33 -15 RCP 12.0' HIGH I TO BE CLEANED AND PVC CROSSING S EX. -BRASS I SHRUB MAGNOLIA i ®1.07. �, z CROSSING _� D I 4A `- MAINTAINED IN GOOD 49.11 TO BE RELOCATED # .� ,fO �z, N WORKING CONDITION EX. SANITARY MANHOLE T.B.R. NEW DI-3B L=4.0 IP. 4" L OF CO J ISLANG I MAINTENANCE OF TRENCH DOGWOOD ON w z 17. REQUIRED PARKING: NOTES: Q i •; I �wi✓ DRAINS WILL BE PART OF TOP = 489.55 12' HIGH EXISTING TOP=488.5 Q OLD EWAYS BUILDING: 3 ENTERING LATERALS ARE EXISTING 1. A CERTIFICATE OF d w I,j I I O p U�r7 THE STORMWATER MANAGEMENT CONTRACTOR TO CONNECT TO PYRACANTHA RON MARTIII DI#5 I w �w OFFICE: 1,800 S.F. X 80%=1,400 S.F./200 = 7 SPACES APPROPRIATENESS FROM x' , Q.Q� FACILITIES MAINTENANCE CLUSTER 5.03 -15 RCP EXISTING DI-3A Q _p BACK WAREHOUSE 0 3,876 S.F. AGREEMENT. THE LATERAL SERVING PARCEL 1 A ®2 00%4_(TO BE MOVED I xm N o THE ARCHITECTURAL TREAT. 1 "� v -' PR DOWNSTAIRS RETAIL SPACE (T DI #SA) cn I w►- Q & UPSTAIRS WAREHOUSE ® 4,320 S.F.: REVIEW BOARD IS REQUIRED. SOIL STABUMTION D I I RON MARTIN I. 1 SPACE PER EMPLOYEE (2) PLUS 2 SPACES FOR CUSTOMERS = 4 SPACES OR x I I LOADING BACK WAREHOUSE (2 STORIES) 4, 2,800 SQ. F TOP=487.50 v3 j� 0 Q 0 _ 2. APPROVAL OF THE PLAN BLANKETS & MATTING w r EXPANSION ',INV. IN(3)=481.5 c� �I c.� SHOWROOM: 5,944 S.F. X SC%=4,755 S.F./400 S.F. = 11.88 = 12 SPACES DOES NOT INDICATE M _ ENTRANCE 3,876 SQ. FT. Q e o =rn SUBTOTAL 23 SPACES ^� Z I MAGN HIGH - - - - - - - - - - - - - - - AZALEA a ( � - - - - - - UPSTAIRS _SHOWROO_M SPACE NV. OUT) 4881136� �o z =, o BUILDING. VAL OF THE FUTURE -� z o m EXISTING RON MARTIN BUILDING: MAGNOLIA, - SHRUB N - - - - _ I .\I I SIDE -r - - - - - - ,� - - - -. - - I z DOWNSTAIRS SHOWROOM: TREAT. 2 ` ti p ENTRANCE G6 6,000 SQ. FT, CONVERT TO MH k`' o N 3. CROSS PARKING AND VC I o FORMER EWAYS FINE FLOORS I r b o Z 0 I- (Al o _ 3,200 S.F. X 80%=2,560 S.F./400 S.F. = 6.4 = 6 SPACES ACCESS EASEMENTS WILL NOW AN EXPANSION AZALEA 0 rn 17, w I 0 o x w � R00 AND O I �� z Y � 0 w Q _j (DOWNSTAIRS RETAIL: 2,800 S.F. X 80%=2,240 S.F./100 = 22.4 = 22 SPACES BE PROVIDED E U ER DRAIN I w I O OF RON MARTIN I SHRUB wi % N o ;4 q EXISTING DI-36 Z 0 UPSTAIRS SHOWROOM: 6,000 S.F. X 80'�.=4,800 S.F. = 12 SPACES ❑ = v N r 3 TAX MAP 45C-•2-1 (TO BE MOVED -1 � of IrN RECORDATION OF TING) rn. w t w �.; °' AMY C. MARTIN. L.L.C. Y o w SUBTOTAL 40 SPACES CERTIFIED PLAT. TEMPORARY I I I TWO STORY I N 0 M 8 PARKING g U I / z NEW ADDITION: SBE NT SB ASINI I N� F.F. = 488.o I N II SPACES DB. 2798 P. 597 LENGTH=4.0' Q t Q SHOWROOM: 3,650 S.F. X 80%=2,920 S.F. 400 = 7.3 = 7 SPACES EXISTING &PROPOSED PARKING: I� 7 AC o0 12' HIGH Q C) LOST a ZONED HC TOP=488.'4I p� f I I oocn UPSTAIRS MEZZANINE SHOWROOM: / EXISTING ON PARCEL 1 I UNITS CONSTRUCTION TYPE 2C I � a INV. OUT= 1.89 F- , cn PYRACANTHA cn i- o )= I �� IV O N o EX. PAVkMENT I V I � 0 CLUSTER N I 3,030 S.F. X 80�.=2,424/400 = 6.06 = 7 SPACES =66 (BY RIGHT AS NECESSARY I 18-3.0' HIGH Q 0 CL I x O it I2 SUBTOTAL 14 SPACES TO RETAIL USE CULVERT INLET CIp AZALEA SHRUBS DOWNSTAIRS SHOWROOM I v~i 0 0 0 T.B.R. j I Lo w N ) I �a a cn DOWNSTAIRS SHOWROOM SPACE 27B j I c� A 4 VANS ®1 VAN = 4 SPACES 5,944 SQ. FT. 0 EXISTING RON MARTIN DELIVERY VANS. PROTECTION _ I � I 49.11 3,200 SQ. FT. SIDEWALK I � a I PROPOSED ON BOTH PARCELS 'STOW CLEAN OUT :� f- rn 1 & 1B=17 (SP-2003-077) UPSTAIRS WAREHOUSE I AZALEA ` 7D I c_n N TOTAL REQUIRED PARKING 81 SPACES V�480,0 4,320 SQ. FT. I SHRUB ;-'m rn I ow PROVIDED PARKING = 97 SPACES PROPOSED ON PARCEL 1B 6" o �, HANDICAPPED = 5 SPACES -14 (SP-2003-077) TAX MAP 45-938 CUT PAVEMENT i^ AIEW.'.'.'.'.'.'.'.....' C HEART LAND TRUST REMOVE EXISTING CURB �✓p���^ +490.25 EG-1 o REGULAR 92 SPACES WILLIAM D. TUCKER, IIII TRUSTEE / I I ('- 22.34' MAPLE O I ® I 3 - _ _ I TOTAL PROPOSED 97 DB. 2798 P. 597 WALKWAY 0 6" 25 \26 27 8" OAK 4 ,� x v, ZONED HC MAPL TO BE NEW ROAD ^ PRESENT USE=COMMERCIAL NEW CG-2 r` 79 33' MAIN ENTRANCE ::::::CG:=1:2 RE OCATE I --�- M ATCH FACE TO EX. EP \ ... ... (`� :.� `. 4 .4 SCREENING CA R 8 0 \ �XIS.TING SIDEWALK �._._.T.... sTRus CG-12 _ QUERCUS P EXISTING PIN OA \.--NSW 20' DRAI�JAGE CG-2 +487.3 lDflTS of CONSTRUCTIONT.B.R. 30.0' ONCE TER --ACCESS EASEMENT o REMOVE EX. CURB \ I \ EASEMENT,. OP MH-1 11 SPACES IN THIS AREA " TO RT.29 N76'55 27 E 8* OAK N \ ; " `` INV.=478.44 (NOT HANDICAPPED ARE RELOCATION 36.30 \ I- EXISTING DI=3A NEWEASEMDENTINAGE (EXISTING) SALES. EACH- DESIGNATED FOR TEMPORARY SA ( ) 1 NEW PROPERTY LINE , \ TOP=485.0 �'' 27B.-- - EVENT RE6UIRESMA� SEPARATE 1 BENCHMARK \ ..r 3 FORSYTHIA - - - - - - - BENC \ `INV.=478.00 _ _ _ .- _ �ME - - \ _ -$ _ _ _ ZONING CLEARANCE. BUSHES 84.21 S (11PAV MENT - - - _- _ _ _ _ - _ - - 3-9' I1GH _ _ BWE RULE 0' e I NG 486. DB. 2798 P. 597 }r DI#6 ZONED HC BEGI NEW CG- \� ~ MAPLE - I IP 8" SETS CK INE EXISTING DI-3A EX. SIGN 8" MAPLE 2" -� 8.0' DIA. MANHOLE 19. PLAN PREPARED BY KURT M. GLOECKNER, P.E. & P.L.S. NOTES: MATC FACE TO EX. C RB P - MA E i ® OAK---- = _ MAPLE - - TOP-486.60 20. TOTAL PROJECT/PARCEL AREA = 2.02 ACRES (100%) WM = WATER METER T REM IN i�' - 1 3+-5 " RC ®0, r a INV. IN=480.09 21. 0.61 ACRES OPEN SPACE (30.20%) WV =WATER VALVE X. N I _ _ - - - -- --- $ �� `� INV. OUT=478.60 22 1 41 ACRES IMPERVIOUS AREA (69 80%) C.T.V. = CABLE TV PEDESTAL v EX. T.P. = TELEPHONE PEDESTAL EXISTING CURBING 10' PARKING SETBACK O.H.P. = OVERHEAD POWER LIGHT S64'02'51 "E- RCP = CMP = REINFORCED CONCRETE PIPE CORROGATED METAL PIPE EXISTING 23.86' WL = UNDERGROUND WATER LINE POWER S28'40'29"W T.B.R. = TO BE REMOVED POLE WITH 5.35' (OLD PROPERTY LINE) y EG = EDGE OF GRAVEL STREET LAMP F� EP = EDGE OF PAVEMENT SBL = SETBACK LINE 0" - 'S28'40'29"W - �!� 1 18.01' 22.36' DETENTION'-- MANHOLE - I - 27.5' OF 15" RCP Al -10.55% EX. 18" RCP AT 1.7% GENERAL EROSION AND SEDIMENT CONTROL NOTES ( \ 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-010 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP !N CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBING AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. THIS PLAN IS PROVIDED FOR THE IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL MEASURES ONLY. 0 I 18. ABUTTING PROPERTIES. 4" CLUSTER TAX MAP 45C-1-A-17 TAX MAP 45C-1-A-20 N _ DOGWOOD LEE R. OR ROBERT E. AND SHARON S. EAANS PEGGYE G. LASSITER � I X DB. 1753 P. 502 DB. 2078 P. 475 -+ p A ZONED R2 ZONED R2 TAX MAP 45C-1-A-18 TAX MAP 45C-1-A-19 O I C) Q; WILLIAM L. OR DORINE E. KITAY Z Q VIRGINIA D. RAWLEY CRUSE DB. 1486 P. 494 X O DB. 2044 P. 467 ZONED R2 R2 QZONED TAX MAP 45-938 0 HEART LAND TRUST WILLIAM D. TUCKER, IIII TRUSTEE BOXWOODS ��<<�1j�\ ` 23. PROPOSED BUILDING SQUARE FOOTAGE=6,080.00 SO. FT. --- - IGHT ` ✓ 1 BOXWOOD EXISTING,fr 411�\ , 3,100 SQ.FT. (RETAIL) 3,100 SQ.FT. (WAREHOUSE) S 25-33'10W I•F• I ,�J 24. MAXIMUM HEIGHT STRUCTURE = 35 FT. - HC - - 32.21' /- 3 WHITE 25. HEIGHT OF STRUCTURE AT MAIN ENTRANCE = 24.6' SIGNS - 8- OAK 11 I S33' 0%' 15 "W SIGN PINE / 26. NEW ADDITION: SHOWROOM = 3650 SF EX. DROP INLET GOLDFISH POND AZALEA SHRUBS 100.80 0 = �„ 91'05 43 MEZZANINE = 2430 SF •- TOP=486.42 (TBF) NEW SHADE TREES R A5.00' 27 = 6080 SF TOTAL B - 424.34 S.F. 0% OF _ { i EX. DROP INLET 15-4' HIGH (3) 2" CALIPER T = ACER RUBRUM 25.48' (USEP48 I O'X44FIILTER4404S F) BOXWOOD HEDGE (RED SUNSET MAPLE) � L 39.75' 28. TOTAL NUMBER WAREHOUSE EMPLOYEES=2 35.0' ON CENTER � TOTAL NUMBER OF EMPLOYEES ON SITE / DURING A MAJOR SHIFT=34 ROUTE 29 NORTH BOUND LANE (VARIABLE WIDTH RIGHT-OF-WAY) I NEW VDOT T-MH-2 MANHOLE THE CONTRACTOR SHALL ALLOW FOR WITH ECCENTRIC TAPER UNIT THE REPLACEMENT OF TWO (2) SECTIONS AND MH-1 FRAME AND COVER OF EXISTING 18" RCP THAT MAY BE TOP=FLUSH DAMAGED DURING THE INSTALLATION INV. =475.1 +/- OF THE MANHOLE. -- UNDERGROUND STORMV'ATER DETENTION 88' OF 36" RCP AT 0.5% SLOPE 72" DIA. MH-1 BOTH ENIDS WITH ACCESS COVERS AND STEPS NOTES: 1. THIS PLAN AMENDS THE PREVIOUS PLAN (REVISION DATE AUGUST 11, 2004) BY READJUSTING THE BIOFILTER AND BY THE ADDITION OF 7 PARKING SPACES TO THE REAR OF THE EXISTING RON MARTIN BUILDINGS. 2. LANSCAPING WITHIN THE SEWER EASEMENT HAS BEEN APPROVED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. NOTE: ALL PARKING SPACES TO BE PAINT STRIPED AND CENTERLINE STRIPE ALONG COMMON ACCESS. APPROVAL BLOCK ALBEMARLE COUNTY SERVICE AUTHORITY DATE DEPARTMENT OF ENGINEERING DATE PLANNING A!`.'S COMMUNITY DEVELOPMENT DATE DEPARTMEN" rF ZONING DATE FIRE OFFICE DATE DATE NOVEMBER 15, 2004 SCALE 1 "=20' �Q.L7H OF o KURT M. WO .g 5649 I/3/o�1 ONAL z 0 VL Z Z x > W � z z O P__4 U a z U 0124 C\i z Z O --E•-I 0 w V V) Lo O V1 O� E--4 W JOB NUMBER 03-009-01 DWG. NAM E 0300901 EC4.DWG / Vi $Z,4 1 29. CROSS PARKING AND ACCESS EASEMENTS THAT SERVE THE THREE PARCELS SHOWN HEREON WILL BE RECORDED SOIL r7� 1 PES IN THE CLERKS OFFICE UPON THE APPROVAL OF THIS SITE PLAN. 27B=ELIOAK LOAM THIS IS THE ONLY SOIL TYPE PRESENT ON THE PROPERTY. WE THE UNDERSIGNED DEVELOPER(S) UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITIES IN OBTAINING FINAL V.D.O.T. APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. DEVELOPER DATE loop �c. ti o� AN � G � G��� 3 of 3