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HomeMy WebLinkAboutWPO200400038 Plan - Stormwater Stormwater Management Plan 2005-01-25GENERAL CONSTRUCTION NOTES ). PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING R0AD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRG|NIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED V.D.0I). 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION MBUDD5 SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF Y0OT 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 FEROUZED, SEEDED AND MULCHED, MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1, WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. ALL DRAINAGE INLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION. 0. PAVED OR RIP -RAP LINED DITCHES MAY BE REQUIRED WHEN IN THE OPINION 0FTHE DIRECTOR OFENGINEERING, 0RHIS DESIGNEE, |T|S DEEMED NECESSARY IN ORDER TO STA8UZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRQNIA ������U��8������ ����`mo��:��x�N�� QECEMBER 16, 2004 JANUARY 7` 2005 ZA hA AcNc7|r MERIDIAN MAMum- FOR uwooxw TRAFFIC xun/xoL oICES, La/ES/ EDIHUN. LAYER INVERT IS 8 -10" ABOVE (PIN OAK) MH -OR IN 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED F 8.2 SITE MAP 0 10 20 40 CONCRETE PIPE - CLASS 111. TAX MAAP 45C-1-A-20 WATER VALE SCALE: 9. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS PEGGYE G. LASSITER DUMPSTER q, U r y 1' OPENINGS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORREC TOR ZONED SCREENING ------IN CURB SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND PRESENT USE=RESIDENTIAL CREPE MYRTLE STRUCTURES AS NECESSARY. AS SHOWN 66 1. PROJECT NAME: RON MARTIN EXPANSION 6. TOPOGRAPHIC INFORMATION BY: 10. CONTRACTOR SHALL VERIFY LOCATION OF ALL BOUNDARIES, BUILDINGS, 33.0'-NEW 12" c) �JEI GLOECKNER ENGINEERING & SURVEYING, INC,HEAVY DUTY X VEGETATION AND OTHER PERTINENT SITE ELEMENTS. TRENCH DRAIN. CG-2 2. OWNERS OF LAND: 2246 IVY ROAD, SUITE 5 11, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" -2-1 CHARLOTTESVILLE, VA. 22903 TO BE CLEANED AND 50,/E;UILDING TMP 45C 1-800-552-7001, MAINTAINED IN GOOD NOTE: TEL. 434-971-1591 WORKING CONDITION (ONE FOR EXISTING TRENCH DRAIN 00,/ DATED MARCH 17, 1986 12. CONTOUR INTERVAL I FOOT MAINTENANCE OF TREINCH EACH ROOF DRAINS WILL BE 5CHEEDULE 40 > TRUSTEE OF THE OUTDOOR LIGHTING SHALL BE DIRECTED TOWARD THE SITE AND AWAY 9�_ -TO RAIN NANCY C MARTIN REVOCABLE TRUST USGS BENCHMARK -RR SPIKE IN 1.3 DRAINS WILL BE PART OF UNDERDR�AIN) DIRECTED FROM ADJACENT PROPERTIES AND ROADWAYS. THE FIXTURES SHALL BE THE STORMWATER MANAGEMENT Z-A GARDEN BIOFILTER TAX M 1B /V/� 1 2012 VISTA VIEW LN 40" OAK -ELEVATION= 480.18 SHIELDED WITH THE LIGHT RAYS NOT EMITTING ABOVE THE HORIZONTAL PLANE FACILITIES MAINTENANCE KAREN W SMITH CG-2 0 8. MAGISTERIAL DISTRICT: CHARLOTTESVILLE OF THE LIGHT FIXTURE. CO 9. LEGAL INFORMATION: +490.5 BUILDING KAREN W. SMITH X NEW CONTRkCTOR SHALL VERIFY THE EXISTENCE T/A MIDAS D.B. 1596 P. 532 (ZONED HC) LOT EXPANSION -RECOMMENDED APPROVAL TO HYDR co OF WAFER SERVICE FOR PARCEL 1B. IF IT 795 BEDFORD HILLS DRIVE LOCATION DETENTION M`.H. TAX MAP 45C-SECTION 2-PARCEL 1A DOESN'T' EXIST, A 1" SERVICE TAP SHALL BE EARLYSVILL.E VA 22936 INSTALLfD FOR THE FUTURE BUILDING AND LU D.B. 1464 P. 277 (ZONED HC) -THE E30ARD OF SUPERVISORS SUBJECT TO 'THE END CURB -_ �X* , ,- (SEE DETAIL ISHEET 2 OF 2) .'s -16 FOLLOWING CONDITIONS: AT PROPERTY VA, 1 PLACED BEHIND THE NEW CURBING. "PARKING FOR _n U TMP 45C-2-1A -SECTION 2-PARCEL 1B 1. A FINAL SITE PLAN SHALL BE SUBMITTED FOR LINE �U( NEW 3 - YVA I RON MA v, _-I TAX MAP 45C �RTIN" ---- c). MUNIR S EWAYS AND NO DEED BOOK INFORMATION (ZONED HC) APPROVAL, WHICH SHALL BE IN GENERAL ACCORD EX. V1 1 501 EX. F..H.A. SERVICE LINE I INEW Wit-LIAM S CRAPSER JR. 10. THESE PROPERTIES ARE ZONED HC - 5VL-- UL I A BE BORED UNDE 0 108 COLSTON PLACE 11. MINIMUM BUILDING SETBACKS WITH THE REVISED PI AN THAT SHOWS WALL FENCE �� (CG-2 IMPROVEMENTS ON TAX MAP 45C PARCEL 02-1 LO EXISTING Q) EX. CURBING ENDS (TBR) ACCESS EASE ENT 3. APPLICANT: LOGAN MARTIN 50' FROM ADJACENT RESIDENTIAL PROPERTIES 6, DATED JANUARY 28, 2004. Q) 00 RON MARTIN APPLIANCES 12. PRESENT USE: 2. AT LEAST ONE (1) SIGN SHALL BE POSTED IN 13+28.79 12 00 9 ISLAND 114- P 0 BOX 7907 ES (COMMERCIAL) ;31 24' PAVED ROAD T.B.R. 11 RETAIL APPLIANCE SALE "THE PARKING AREA THAT IDENTIFIES THE USE AS 1�1 13. PROPOSEDUSE: WV 1d) COVER BEGIN TRENCH 11+00 1-�­�;, CG-2 IL PHONE: (434) 973-2136 RETAIL APPLIANCE SALES (COMMERCIAL) 00 PARKING FOR THE ADJACENT COMMERCIAL USE S28*_ 2' EX. 8" W.L, EXIST] G CURB 4. CONTACT PERSON: ONLY (TAX MAP 45C PARCEL 02-1A & 02-1), 118 4 _0 V 't KURT M. GLOECKNER, P.E., P.L.S. 14. THE SITE IS NOT WITHIN A DRINKING WATER END TRENCH 20 WITH SIZE AND LOCA __ := - - - - - - - - - - I - I I ­ ___ c1q GLOECKNER ENGINEERING & SURVEYING, INC. 15. THIS PROPERTY IS NOT LOCATED WITHIN A DETERMINED AND APPROVED BY STAFF. A SEPARATE 31 2246 IVY ROAD, SUITE 5 PERMIT WILL BE NECESSARY FOR THIS SIGN. 2 2 (q� 3 2-4 2-5 ..gA 2.01 t) P CHARLOTTESVILLE, VIRGINIA 22903 3. THE PARKING AREA SHALL BE USED FOR s+ORM CLEA�16 NEW DI-3A -20�- 5. BOUNDARY LEGAL DESCRIPTION BY: AREA 37,968.32 SQ.FT. (0.87 ACRES) CUSTOMER PARKING ONLY, WHICH SHALL BE Av­-_�84.0 ...... .... .... .... TOP=487.6 CLOECKNER ENGINEERING & SURVEYING, INC. STATED ON THE SIGN PER CONDITION #2. DELIVERY \INT STRIPE ..... -1.64'-15" RCP 2246 IVY ROAD, SUITE 5 AND OTHER COMMERCIAL VEHICLES SHALL NOT BE ...... 3-j7' EXISTING 'FRENCH DRAIN 12.0' HIGH ­LQ, N P11 CHARLOTTESVILLE, VIRGINIA 22903 AZALEA PVC PHONE: 434-971-1591 PARKED OR STORED IN 'THE PARKING AREA FOR EX. �RASS TO BE CLEANED AND SHRUB MAGNO)LIA DI#4A U I . U _/0 M z LOADING, UNLOADING OR ANY OTHER PURPOSE. . \<1 MAINTAINED IN GOOD 49.11' TO BE RELOCATED NEW DI-313 L=4.0' DATED MARCH 17, 1986 WORKING CONDITION EX. SANITARY MANHOLE T.B,R. 4" 4. ADDITIONAL LANDSCAPING SHALL BE INSTALLED < 1 0) MAINTENANCE OF TRENCH TOP = 489.55 ... TOP=488.5 DOGWOOD z 17. REQUIRED PARKING: AND MAINTAINED WITHIN THE 20' BUFFER, AS 3 ENTERING LATERALS ARE EXISTING EXISTING DI#5 z , > THE STORMWATER MANAGEMENT PYRACANTHA CONTRACTOR TO CONNECT TO EXISTING DI-3A BACK WAREHOUSE 0 3,876 S.F. NECESSARY TO PROVIDE SCREENING TO COMPLETE FACILITIES MAINTENANCE CLUSTER RON MARTIN 3'-15" RCP 5�.o EL_ THE LATERAL SERVING PARCEL 1A 5.0, A DOUBLE STAGGERED ROW OF EVERGREEN TREES cl) U�p (TO BE MOVED __j, PROPOSED- DOWNSTAIRS RETAIL, SPAC @2.00% ci LJ UPSTAIRS WAREHOUSE 0 4,320 S.F.: hi AGREEMENT. ALONG THE EAST SIDE OF THE PROPERTY. > E �--TO DI #5A) < RON MARTIN 1 SPACE PER EMPLOYEE (2) PLb§ 2 SPACES FOR CUSTOMERS 4 SPACES TER ;LOADING BACK WAREHOUSE (2 STORIES) Ld 2,800 SQ. FT., TOP=487.50 5. A SECOND 1O'X1O' CONCRETE Dumps EXPANSION . N 12� PAD SHALL BE CONSTRUCTED ADJACENT TO THE 1 z 10.01- HIGH "ENTRANCE 3,876 SQ. FT. AZALEA < (NEW -M V) MAGNOLIA, SHRUB UPSTAIRS SHOWROO O'X1O' CONCRETE DUMPSTER PAD AREA SHOWN SIDE 9�1 M SPACE VC SCREENED WITH A THREE (3) SIDED OPAQUE GU ER DRAIN 0j OF RON MARTIN 00 r� 0 Cj N to EXISTING Dl-�B V) TO BE MOVED SUBTOTAL 40 SPACES FENCE AND ADDITIONAL LANDSCAPING PER 0 -APPROVED SUBJECT TO THE FOLLOWING UNITS CONSTRUCTION TYPE 2C I V) < ZONE INV. OUI=481.89 0 STAIRS MEZZANINE SHOWROOM: EXISTING ON PARCELS 1 CONDITIONS: 18-3 0' HIGH 0 5-< 0 11 SUBTOTAL 14 SPACES TO RETAIL USE) 1, ADDITIONAL SCREENING ON "THE EAST SIDE OF EA SHRUBS DOWNSTAIRS SHOWROOM co al AZAL' EL - I / 0 RON MARTIN DELIVERY VANS: 4 VANS 0 1/VAN = 4 SPACES V) DOWNSTAIRS SHOWROOM SPACE EXISTING z PROPOSED ON BOTH PARCELS TIHE PROPERTY BOTH UNDER THE EXISTING TREES 5,944 SQ. FT. AND IN THE GAPS UNDER THE DIRECTION OF STAFF UPSTAIRS WAREHOUSE AZALEA lu U) c"I _j _j TOTAL REQUIRED PARKING 81 SPACES V4=486,0 ...... PROVIDED PARKING 97 SPACES PROPOSED ON PARCEL 18 CUT PAVEMENT /REMOVE EXISTING CURB 1, \, 0 1 _M� 18. ABUTTING PROPERTIES: MATCH FACE TO EX, EP PAJISTRUS Mr ­­w ACCESS EASEMENT REMOVE EX. CURB -' 1 EASEMENT T.B,R. 0 WILLIAM L. OR DORINE E. KITAY Community Development Department 11 SPACES IN THIS AREA- VIRGINIA D. RAWLEY CRUSE DB. 1486 P. 494 Dat EXISTING DI '.3A DESIGNATED FOR--;I'EMPORARY _N HEART LAND TRUST E EV. Z42 I BLUE �PRUCE_ IA CK E«uxmy o/-3a� 13�P.L.S. | 80'0&WANH0LE �-' PREPARED - | ' 2O TOTAL ' TOP=48d0O �PROJECT/PARCEL` � 21 O.01 ACRES OPEN N�� - |N�� |N~48OO9 ' `-�-- `----` TAX kJ�� 4� ��A /' �X � 22 ER ( %) - x� EX.~ ' m/�m�UL� ~- INV. OUT=478.00 ' /�/ °^"=" '=, HEART LAND TRUST ��S�N0 CURBING 1O' pARK|N����TAA�K ` -�vrr�/r ` ` (/ ' ` ' ' ` ` ` ` ` ' � � \Y/ nmn E�� | U - \` � �` 23� PROPOSED BUILDING SQUARE FOOTAGE 808000 . F[ ..��'... ~ .. ..`US.^E DB. 2788 P. 597 -- ZONED HC ~~' PRESENT USE=C{)kJkJERC�L -- S2R ' ^ '/LIN OLD PROPERT 1. ARB REQUIREMENTS ARE BEING ADDRESSED BY ARCHITECT. UPON RECEIPT OFARA REQUIREMENTS FROM ARCHITECT, THEY WILL BE ADDED TO THIS PLAN. 2. THESE PARCELS AREIN THE r-C. ENTRANCE CORRIDOR OVERLAY DISTRICT. 3. |F 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. EX. 18" RCP AT 1.7% EXISTING/ POWER POLE WITH STREET LAMP NOTEa, WM = WATER METER 0N = WATER VALVE O.T.V. = CABLE TV PEDESTAL T.P. = TELEPHONE PEDESTAL O.H.P. = OVERHEAD POWER RCP = REINFORCED CONCRETE PIPE CWP = CORROGAT[D METAL PIPE WL = UNDERGROUND WATER LINE T.B.R. = TO BE REMOVED EG = EDGE OF GRAVEL EP = EDGE OF PAVEMENT S8L = SETBACK LINE 27.5 OF 15" RCP DETENTION MANHOLE NEW YDOT T-MH-2 MANHOLE WITH ECCENTRIC TAPER UNIT AND k�H-1FRAME AND COVER TOP=FLUSH |NV.=475.1f/- THE CONTRACTOR SHALL ALLOW FOR THE REPLACIEMENT OF TWO SECTIONS OF EXISTING 18" RCP THAT MAY BE DAMAGED DURING THE INSTALLATION OF THE MANHOLE. h!Il=. 1, 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 T0 BE REMOVED. IDENTIFIES THE USE AS PARKING FOR THE ADJACENT COMMERCIAL 03E ONLY 4. NO CHANGES TO EXISTING U0HTING ALONG ROUTE 29 ARE PROPOSED. TAX NAP 45C PARCEL 02-1A & 02-1)' WITH SIZE AND LOCATION 0F THE 5. THE MINIMUM INTERSECTION SIGHT DISTANCE FOR INTERNAL INTERSECTIONS 3|CN TO BE DETERMINED AND APPROVED BY SIAFF. OF ACCESS AISLES, INTERSECTIONS OF ACCESS AISLES AND PEDED3TR|AN 2. THE PARKING AREA SHALL BE USED FOR CUSTOMER PARKING ONLY, WHICH WAYS, AND ACCESS AISLES AROUND BUILDINGS SHALL NOT BE LESS SHALL BE STATED ON THE SIGN PER NOTE #1L DELIVERY AND 0THER THAN ONE HUNDRED (1OV) FEET. COMMERCIAL VEHICLES SHALL NOT BE PARKED OR 5nORED IN THE PARKING ARE FOR LOAD|NG, UNLDADUNG OR ANY OTHER PURPOSE. TAX MAP 45C_1_A-18 TAX MAP 45C-1-A-17 | W|LL�N L. OR V!R0N� - LEE R. 0R R/�/LEY CRUSE / SHARON S. EVAN3 NEW LOT SCREENING D. D8 1753 P. 5O2 (17) SUPRF53O C/pAR|5 �- 2O4 P. ��7 CRUSE ' /10) OSWANTHUS H. / (LEYLAND CYP�U�) ~~NED '2 '� ' ZONED R2 ` 'LF _nDE) PRESENT' USE=RESIDENTIAL 4-5 FT. PRESENT USE=RESIDENTIAL 24'-30' ZONED R2 A . N S R 0 0,(, 00 ce > C �x SAND \ R EL # TO P F 6R QQ / NEW ROAD SCREENING / (16) OSMANTHUS H. (GULF 'TIDE) � 24~-30^ NEW ROAD SCREENING (2) 2" CALIPER HILL ALIBIZMARLE WAREHOUSE DATE ��� NOVEMBER 15' 2004 B KURTM. GLOECKNER 5649 1�tOIVAL OP JOB NUMBER 03-009-01 NAM E |NV 47� f/ BOXWOOD HEDGE -- ---- / L = J875�y � TOTAL NUMBER � '= / - (RED SUNSET W�PLE) / �/ ' ., TOTAL NUMBER OF BWPLOYEES ON SUTE 29 NORTH B*UND LANE - LE WIDTH RIGHT-OF-WAY`II kJH-1 / ` T0P=FLUSH UNDERGROUND 3TORWWATER iNV.=478.44 DETENTION (EXISTING) 88` OF 36" RCP AT 0.5% SLOPE 72" D|A, WH-1 BOTH ENDS WITH ACCESS COVERS AND STEPS 1. THIS PLAN AMENDS THE PREVIOUS PLAN (REVISION DATE AUGUST 11, 2004) BY READJUSTING THE B}OF|LTER AND BY THE ADDITl(}N OF 7 PARKING SPACES TO THE REAR OF THE EXISTING R(]N MARTIN BUILDINGS. 7. L/\NSC/\PING WITHIN THE SEWER EASEMENT HAS BEEN APPROVED BY THE ALBEM/\R[E COUNTY SERVICE AUTHORITY. 35.0' ON CENTER/ DURING A MAJOR SH|FT=34 ~ / 2g� CROSS PARKING AND ACCESS EASEMENTS THAT SERVE / THE THREE PARCELS SHOWN HEREON WILL BE RECORDED NOTE: ALL PARKING SPACES TO BE PAINT STRIPED AND CENTERLINE STRIPE AU]MC COMMON ACCESS. PLAN APPROVAL 8LOCK WE THE UNDERSIGNED DEVELOP S UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEWARLE ODE3 NOT NECESSARILY INDICATE NRQ|N|A DEPARTMENT OF TRANSPORTATION ' D.O'T ALBEk4�RLE COUNTY SERVICE AUTHORITY DATE '` ---�-- APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DEPARTMENT OF ENGINEERING DATE _______ DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITIES IN PLANNING AND COMMUNITY DEVELOPMENT DATE OBTAINING F|NAL V.D.D.T. APPROVAL PRIOR TO THE ISSUANCE OF ------- BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. DEPARTMENT OF ZONING DATE______ FIRE OFFICER 0ATE_______ DEVELOPER DATE 0 C) -00c6o o <o EXISTING - < CD + -o n'�6 u� -,t + o 0 [If F= GRADE 'm+ -L < co CO 0 E3 0111- -r 00 + 0 < - uJ Z > W LJ < < Ln 3: - F-- 6 11 - n 0 Z 0 Ld n 1 41- 0- < Co V) U 0 0 z U-) F- fLf�F5;,; u—i —0 z Lu 1r- V) " ' 75,33-48 R.C.P. CN T cfl Ln 0 09 — 00 — No 00 DETENTIOFFT7P`E-""91-.UU- rl� 00 00 7 L'i 0 cy) -j- C� �q- co q- co o I r) cCD :D (14 --� 11 1,1- 11 Z L",o �t � 0 Z o z o z Li 11 F�'- I Z'lz z V) zz z z 31.20'-15" RCP EXISTING @1.00% r-) 17.97'-15" RCP 0 00 C� 1.64'-15" RCP ob @1. 007. C5 CD @1.22% 00 CY) (TO BE LOWERED) m .1t DATE NOVEMBER 15, 2004 tk- KURT M. CLOECKNER 5649 *� �-lsltQXAL 03-009-01 0300901 SP3.DWG GENERAL CONSTRUCTION NOTES _NOTES: 1. AT LEAST ONE (1) SIGN SIHALL BE POSTED IN THE PARKING AREA THAT 2 THE PARKING AREA SHALL BE USED FOR CUSTOMER PARKING ONLY, WHICH LEGEND 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 S;AL1 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 yN EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY REINFORCED CONCRETE PIPE - CLASS Ill. SIGN TO BE DETERMINED AND APPROVED BY STAFF. ARE FOR LOADING, UNLOADING OR ANY OTHER PURPOSE. CON`VI+aYA.NCE SC C "" „ EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE 9. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE CHANNEL OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION LINE OF THE PROPOSED WORK ARE NOT ;NECESSARILY SHOWN 3. POND LIGHTING AND 3 BLUE SPRUCE ASSOCIATED WITH GOLDFISH POND ARE TO BE REMOVED. 3. TriE MINIMUM INTERSECTION SIGHT DISTANCE FOR INTERNAL INTERSECTIONS r^ r ACCESS c r (HEREAFTER ABBREVIATED V.D.O.T.. � HERFA r � 4 ! AN T EXISTING .Jr A�.,E .:, AISLES, INTERSECTIONS I LIMITS OF GRADING ( ) ON THE PLANS AND >4HER_ SHOWN ARE OFNL't APPROXIMATELY � O CHANCES O EX S !G LIGHTING ALONG ROUTE 29 ARE PROPOSED. � LE TE SE .TONS OF ACCESS AISLES AND PEUEDSTRIAN 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE 'NAYS, AND ACCESS AISLES AROUND BUILDINGS SHALL NOT BE LESS ALSO E(TENT & SCOPE .�...... ..,.,., �...,� r r r METHODS SMALL CONFORM iU CURRENT SPECIFICATIONS NAND STANDARDS LOCATE ALL UNDERGROUND L1NE,5 AND STRUCTURES 100 OF WORK) OF VDOT UNLESS OTHERWISE NOTED. ALL EXCAVATION FOR AS NECESSARY. TAX MAP 45C-1-A-18 TAX MAP 45C-1-A-17 ?i•+AN ONE HUNDRED ( ) FEET. UNDERGROUND PIPE INSTALLATION MUST COMPLY OSHA STANDARDS 10. CONTRACTOR SHALL VERIFY LOCATION OF ALL BOUNDARIE`.i, WILLIAM L. OR LEE R. OR FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BUILDINGS, VEGETATION AND OTHER PERTINENT SITE EL EMENTS. VIRGINIA D. RAWLEY CRUSE SHARON S. EVANS TEMPORARY SEDIMENT, 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING (17) SUPRESSO CYPARIS DB. 2044 P. 467 013NEW LOT SCREENING . 1753 P. 502 (1O LOTOSMSCREENING H. TRAP C` � ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST "MISS UTILITY' 1-800-552-7001. ZONED R2 I ZONED R2 ) BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. (LEYLAND CYPRUS) PRESENT USE=RESIDENTIAL PRESENT USE=RESIDENTIAL (GULF TIDE) 12. CONTOUR INTERVAL = 1 FOOT 4-5 FT. NEW ROAD SCREENING WIRE SUPPORTED 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED 13. OUTDOOR LIGHTING SHALL BE DIRECTED TOWARD THE SITE S 28 30' 3,3" 1f1 24 -30' I (16) OSMANT-HUS H. SIUT FENCE SF '�"""" """"`'" "`"'° "" `"�" AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. AND AWAY FROM ADJACENT PROPERT11sI3 A�iiHPRt AYSl A-19 ~~� _ _ ;244-- LF TIDE WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER THE FIXTURES SHALL BE SHIELDED t13RIflIBE EIGJi31T#r(S `^'' - _ 74.88' - 1 ) ARE TO BE ACHIEVED. ABOVE , . _- } a - i NOT EMITTING ABOVF THE HLRIZONI�:�•P�t�4�F 1�iE 494 :,,� J - � %f �' ''� 30" SILT FENCE SF *-�'•-� x *��- x x 5. ALL DRAINAGE INLETS SHALL HAVE A, 2-INCH LOCAL DEPRESSION. LIGHT FIXTURE. ZONED R2 - �/ J ---� _!_ 6. PAVED OR RIP -RAP LINED DITCHES IMAY BE REQUIRED WHEN IN THE ' „a`-J _� + OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS -!/1" + + SAFETY FENCE QAJF DEEMED NECESSARY IN ORDER TO STABLIZE A DRAINAGE CHANNEL. �/ � �- � _R/� �-SE �``. OF Ca O � � NEW ROAD _ _ _AND _� 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA _ - - -TIAL OF R o 0 0 o s� �, SCREENING MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. ` "+ OPTIONAL- EBIORETENTION GRAVEL ' - DI '1 - - - - - ° ° r' : a o (2) 2 CALIPER -- SAND # A (DI-7A-roP of GRA- - '----- EX. CURTAIN ) j(T-'--- ' - - QUERCUS PALISTRUS y AREA INVERT IS " DRAINAGE i1TV'I17E --- ---�" LAYER O �< p SITE hRI �r L WOOD OOK � A S B 'MARLE L3ARE , r �6 a r REVISIONS r r r._Pdr ., _ .Br � 16, �, 2004 JANUARY 7, 2005 MAGNETIC MERIDIAN r . MH �__ IN 8 -10 ABOVE , Z 8. ��� ---� (PIN OAK) SITE MAP o 10 2E� 40 dVERFLOW BOTTOM OF PONDING BASIN r., t� �a, b EX. 1 " WATER TAP WITH 1.5" NOSE DUMPSTER 'y • - � .•- - ..._._.._ OUTLET PROTECTION OF' DIAMETER IS REQUIRED AT THE SCREENING i ! � / �� � ".•�•�. � � � - WASHRACK LOCATION. EXISTING TAX MAP 45C-1-A-20 6 RlATCHEZ F "` i3` 1$ A S k MH SCALE: 1' =2000 PAVEMENT IS TO BE CUT TO ROBERT E. AND CREPE MYRTLE ' <P�'�ry �/� w ---------- SCALE: 1'=20' 1 (., r� � ��' j' 4.'� � y- C w w w �+ v r w a r• w a + 12'X70' DIMENSION AND BECOME PEGGYE G. LASSITER / SHOWN t; r FF� c P. 0'� w GF:ASS SOD BERM w �1' OPENINGS / 'TEMPORARY STONE DB. 2078 P. 475 C7520 ''tt / \ �� p.G' 13 s w w w IN CURB { ray PROJECT INFORMATION CONSTRUCTION ENTRANCE E -THE PAVED CONSTRUCTION ENTRANCE.1 1, <3 e w - / RMATION ZONED R2 S �'', �, Cf ~ Q r $ - - - o 0 'WITH 'WASH RACK _ PRESENT USE=RESIDENTIAL i 'r�J � - ` � �<��ti�� �at� r i 4 5 w w . � 6 � 4 _ _ � �d �� � _ � n 1. PROJECT NAME: RON MARTIN EXPANSION 6. TOPOGRAPHIC INFORMATION BY: 33.0' NEW 12" CJ 8E.0 NEW -c� .SITE PLAN NOODBROOK DRIVE Gl_OECKNER ENGINEERING '�`"'""" & SURVEYING, INC. G w w _� 2. OWNERS Or LAND: 2246 IVY ROAD, :SUITE 5 HEAVY DUTY ,,� .--.�'.%f � % �`,.r r � ,, �;ea� P`'i` <�`C4- �1'`� ,�' w 1 ` . " 1 �.----w- u� vi '-�- C G - 2 cal ;� `xi � IVY r Di'TERSION DYKE TEMPORARY TRENCH DRAIN. ` s I r� < c,4`�����/ �. r B1.0' y w .1 w w w ----- II ( ) DD TO BE CLEANED AND 4. ` ,� / , �f3P P�'�� P���E<q) �g�� ..� j -- -( w� I 50'; BUILDING TMP 45C-2-1 MAINTAINED IN GOOD >" y' `�4 Pti�`' `T� Q y� P �1 "..� d J. TEL.CHARLOTTESVILLE, 4304� 971I� 1591 A. 2290.3 1 cLEANa 7 �-"- SBI `�: .- - =L G �`'' < f�, G'��� F� ��} ON oR2 EXISTING TRENCH DRAIN PVC E �Q �, d NANCY C MARTIN DATED MARCH 17, 1986 000-NWORKING CONDITION �r\� Ci / - tJ� �J C' �• i 490 �''�� ( ROOF DRAINS WILL BE CHEDULE 40 Z TRUSTEE OF THE RIGHT-OF-WAY DIVERSIONUWD ow 00- ' / •`\ ''g '� 4` P�' t0 EACH R EQUIVALENT S 7. BENCHMARK INFORMATION: MAINTENANCE OF TRENCH I=' PP G,X P G [ DIRECTED TO RAIN +'j3' �z NANCY C MARTIN REVOCABLE TRUST ( TEMPORARY) DRAINS WILL BE PART OF ��`r" ` ' Od % FU��P /� ' ARDEN BIOFILTER - r �/ "7 USGS BENCHMARK -RR SPIKE IN THE STORMWATER MANAGEMENT / f'' I - 2012 VISTA VIEW L_N r'''/'-'' ca Cd c�01 TAX MAP 45C-2-18 NEW �p�y 1? p I hti r� Y �� CROZET VA 22932 40" OAK- ELEVA'rI0tJ=480.18 FACILITIES MAINTENANCE I t '�% - ' G / CG-2 C a �� -+ KAREN W. SMITH /p fi rn d <, AGREEMENT. /' '% �tiCJ -�� _ F� UTURE r -- -. I `m z 8. MAGISTERIAL DISTRICT: CHARLOTTESVILLE . '%',r o�"rL }S 27B y D.B. 279..8 P. .597 MH#1 ADJUSIr 'r0 I 4 '¢ TMP 45C-2-18 ' x � II n KAREN W. SMITH 9. LEGAL INFORMATION: STORM DRAIN THIS INSTALLATION „ r r G 1 (� +4 CJ•5 UILDING ZONED HC to p PARKING LO • GRADE r `N2? 6_ INC-c Qpj r ` N67° 1 4 49 W ' !�: , i �J'j , r q pc� r+ {� x d C/O KB MANAGEMENT CO TAX MAP 45C-,SEC rION 2-PARCEL 1 Ii�l;i,"I' PROTECTION I.� CRITICAL 11! �� ,�'�i p � (�-' NcN � INV. OUT=4�4.75 p w � �, 33.24 '� ,�" -r a V. c'�C HYDRANT NTRACTO HALL VERIFY THE EXISTENCE _ _T/A MIDA.� p CONVERT TO 5.0' DIA.' D.B. 1596 P. 532 (ZONED HC) _ ,, LOCATIO 0 RVICE FOR PARCEL 1B. IF IT r _V�`�' 795 BEDFORD MILLS DRIVE - +''j' O. {•>'OF DOES XIST, A 1" SERVICE TAP SHALL BE DETENTION JI.H. TAX MAP 45C•-SECTION 2-PARCEL 1 A END CURB I.Fr / �j i '' .r f CON UCTION . T} S INSTALLED FOR THE FUTURE BUILDING AND r (SEE DETAIL �SJIEET 2 OF 2)00 3 W EARLYSVILLE VA 22936 D.B. 1464 P. 277 {ZONED HC) DUST CONTROL DC DC /' '/ AT PROPERTY Ut1r' J \ ,� H ■•r.. PLACED BEHIND THE NEW CURBING. NEW SIGN L` SC �� LINE -- - =j If QC �' P 'c�`: + � 2d p / P�. cU ' "� '""" ■••.. "PARKING FOR R=2 - , u TMP 45C-2-1 A TAX MAP 45C--:SECTION 2-PARCEL 18 TOPSOILING+ ..... c� R- - ram. PERMANENT SEEDING ' �__. it I P VI t�� Qj G� PO­� ri NEN 3f „WATE •••• ...�OpL.p4, R,g ___� J / zo p MUNIR S E+NAYS AND NO DEED BOOK INFORMATION (ZONED HC} MULCHING FS EX. - Ov%SOP( II r ERV T0I EX. F:H.A. �N;EW / L T N WILLIAM S CRAPSER JR. 10. THESE PROPERTIES ARE ZONED HC BLOCKr%' / �Q �G NEW EEN��G - WAL L r c- cJ' P,, <� FENCE (S E''DETAIL n/TO B CIG 2 RS _ 1� 0 108 COLSTON PLACE 11. MINIMUM BUILDING SETBACKS �/(tj" 6 � ,-,_ , PAVE � � J Wit- � 0 CONSTRUCTION .ROAD � :, - n SHEET •0, 2J v.... w _ _- + RELO ATED EXISTING _ , - o z LEXINGTON VA 24450 30' FROM PUBLIC RIGHT-OF-WAYS STABILIZATIONUS I < QI, - R=9} ---•}----.� .- - - _ - EX. CURBING END DR) ACCESS EASE ��! `n 3. APPLICANT: LOGAN MARTIN 50' FROM ADJACENT RESIDENTIAL PROPERTIES r - {, ;f- - f- _ _+_ _ - "7 3 I 0+aa� RON MARTIN APPLIANCES --- --- 12- 00 t.._- - co 12. PRESENT USE: 13+28.79 - 0 ��\� 0� 24' PAVED ROAD ( -- -- -- - r: __ _- -_ -'__ W _. -- L! y z I� P 0 BOX 7907 RETAIL APPLIANCE SALES COMMERCIAL p _ .._ _ - . RIEW p IP it CHARLOTTESVILLE, } FLOCK CHECK HAMS UD '�"�" """ """- ` ����0 r.>j `�� ___. _ r v I (0cfl TTESVILLE, VA 22906 13. PROPOSED USE: _.. COVER BEGIN TRENCH 'Ct� , `� 11+a0 CG-2- cL� ��.o� ' `° PHONE: 434 973-2136 "r f 2 EX. 8 W. , EXISTING CURB ;.,• r� F cy <w°' ( } RETAIL APPLIANCE SALES (COMMERCIAL) ° , ,> -.. S28° 9 22 'N DRAIN (INV=488.6) 18 T.B.R. - i _- - I co 00zz 4. CONTACT PERSON: 14, THE SITE IS NOT WITHIN A DRINKING WATER I S57 16 49 E END TRENCH _ 163.11 20 21 apt q-� KURT M. GLOECKNER, P.E., P.L.S. ' Iw - _ - - - _.. - V ---- � ire' I wl'� !! I� ji GLOECKNER ENGINEERING &SURVEYING, INC. RESERVOIR WATERSHED. 27.95 ~-'' G ' - - - - -- - 15 16 1 _.- -.__ , q t� it cv r 15. THIS PROPERTY IS NOT LOCATED WITHIN A f I 4487.8 - 22 N28°29'27"E ! z(tzz r DEFINED 100 YEAR FLOOD ZONE. SUITE 5 TYPICAL SOIL 'TYPE EX. CUFBING - - ✓ 3 2.0+H /! Fld- Vo CHARLOTTE2246 IVY SVILLE, VIRGINIA 22903 \ j - --.- - - -- --_._.._ - _._. EDGE Or PAVING I 1 � / ®j�' 2 y f ' GN0 a - 158.00' -, W �_. z., PHONE: 434-971-1591 16. MAXIMUM AMOUNT OF PAVED PARKING <; jORM CL - _ _ _ - _ --- _ EX. WATE MET R ;' 27 28 RELac 3arJ) - , .............................................. .... ., DI A' `-` a w �`;z z z FAX: 434-•293-7612 AND E Li'ULAR CIRCULATION: (1V-.484.0 ` 0 NEWS DI-3A 2 20'---•-I 5. BOUNDARY LEGAL DESCRIPTION BY: AREA V-HI37,968.32SQ.FT.(0.87 ACRES) PAINT TRIPE- " - - ........ _, GLOECKNER ENGINEERING & SURVEYING, ....... ... S YI G, INC. LIMITS OF CONSTRUCTION „ EXIS:TiN'G .'SIDEWALK • •'....:•:•: .. ;. ........... ,.;�, . = 15" RCP 1.64'- 2246 IVY ROAD, SUITE 5 STREAM _--' �-- I I EXISTING TRENCH DRAIPJ 102.00 EX.4 I.IMTI'SS OF CONS'�'RUCTION 33 �R t�1.00% CHARLOTTESVILLE, VIRGINIA 22903 _ X AZALEA 12.0' HIGH ` I` To BE CLEANED AND SHRUB PVC MAGNOLIA r 91.0% `s CROSSING __.._--••-' -. EX. ,. RASS � MAINTAINED IN GOOD , �-- PHONE: 434-971-1591 I <" WORKING CONDITION 49.11 TO BE RELOCATED DI#4A I � I� DATED MARCH 17, 1986 ISLANCi` N EX. SANITARY MANHOLE T.B.R. NEW DI-3B L=4.0 IR 4' rTa of CO I m MAINTENANCE OF TRENCH TOP = 489.55 TOP=488.5 DOGWOOD TION w z 17. REQUIRED PARKING: NOTES: = LJ DRAINS WILL BE PART OF 12 HIGH EXISTING OLD EWAYS BUILDING f 3 ENTERING LATERALS ARE EXISTING 1 �' d w t�?, I ..i r C�+� THE STORMWATER MANAGEMENT PYRACANTHA . , DI#5 I w w 1. A CERTIFICATE OF 11--4 6 ,� •., i CONTRACTOR TO CONNECT TO RON MARTIN S OFFICE: 1,BOO S.F. X 80%=1,400 S.F./200 = 7 SPACES d x.©FACILITIES MAINTENANCE THE LATERAL SERVING PARCEL 1A s CLUSTER 5.03 -15 RCP �� EXISTING DI-3A ey < APPROPRIATENESS FROM ----I ( 7" w�-� AGREEMENT. a BACK WAREHOUSE @ 3,876 S.F.' PR DOWNSTAIRS RETAI , SPACE ©2.00% TREAT. 1 �` "T7 � (TO BE MO /ED � �. �� cn c' c t_. -TO DI #5A) V) I �`'�" < & UPSTAIRS WAREHOUSE @ 4,320 S.F.: THE ARCHITECTURAL 50iL STABILIZATION $ :� ''! . RON MARTIN -�- REVIEW BOARD IS REQUIRED. OR >< LOADING �._ Iq 1 SPACE PER EMPLOYEE (2) ('LUS 2 SPACES FOR CUSTOMERS = 4 SPACES SLATS & MATTING e-� I BACK N/AREHOUSE {2 STORIES) EXPANSION 2,800 SQ. FT. TOP=487.50 Z) ENTRANCE ( ) `� E SHOWROOM: 5,944 S.F. X 80�=4;755 S.F. 400 S.F. = 11.88 = 12 SPACES 2. APPROVAL OF THE PLAN INV. IN 3 =481.5 ca cv 3,876 SQ. FT. (NEW E / DOES NOT INDICATE _ - ¢ x V> SUBTOTAL 23 SPACES 10. 0'' HIGH -. I_ - - 1INV. IN(4)=481.5� a o RON MARTIN BUILDING: APPROVAL OF THE FUTURE AZALEA �, _ EXISTING MAGNOLIA,. SIDE w ~ - - - -` -" - -" - -'- - -- SHRUB v� i, � - -- - _.._ - - -UPSTAIRS _SHOWROOM SPACE IN OUT=481.36 TREAT. 2 I t,., I ENTRANCE -I- - - _ - - - _ 03 - - - - � I z ' d - BUILDING. -6,a00 SQ. F(• CONNVERT TO MH \ z DOWNSTAIRS SHOWROOM: VC �T `''' FORMER EWAYS FINE FI,oORS' I i� d w ` {_• U r 3. CROSS PARKING AND o, o z a { V) o '� 3,20U S.F. X 80%-2,560 S.F. j400 S.F. = 6.4 = 6 SPACES r?UO AND I o NOW AN EXPANSION I AZALEA � V� YY-. W --" d . x < ACCESS EASEMENTS WILL SHRUB I� >- c:; , w "j � w DOWNSTAIRS RETAIL: 2,800 S.F. X 80%=2;240 S.F./100 = 22.4 = 22 SPACES U ER DRAIN !� O OCi OF RON MARTIN 00 d <,�� �' EXISTING DI-3 f U d ter= UPSTAIRS SHOWROOM: 6,000 S.F. X 80%=4,800 S.F. = 12 SPACES BE PROVIDED BY STING) I c3,_ °' I z ri �t r. TAX MAP 45C-2-"1 (TO 8E MOVE`S _ o I v) RECORDATION OF TEMPORARY UI I `n� �} Q � � "' o � "' 8 }PARKING � AMIY C. MARTIN, L.L.C. � � � `r �' � L SUBTOTAL 40 SPACES CERTIFIED PLAT. ,. I Z( TWO STORY � v> _ _ BASINSEDIMENT 1 to F.F. = 488 0 I � I II SPACES �' DB , 2798 P. 597 LENGTH=4.0' C) ""'-' z SHOWROOM: H! J A NTI 3 650 S.F. I (NLn 7 AC ors C� TOP=488f40 4 ! 0 RO X 80%=2,920 S.F./400 7.3 7 SPACES EXjSTiNG & PROPOSED PARKING- - ( UNITS CONSTRUCTION TYPE 2C I �� 12 HIGH ter, •xd LOST z ZO!NED HC m c I o EX. PAVIMENT PYRACANTHA cn �- <J fi INV. OU; = 1.89 I- Y� o �� UPSTAIRS MEZZANINE SHOWROOM: EXISTING ON PARCEL 1 `. I V) >;r 18-3.0' HIGH L o CLUSTER 3 ate. c1z a cv c� I I _ f 3,030 S.F. X 80%=2,424/400 = 6.06 = 7 SPACES =66 (BY RIGHT AS NECESSARY SUBTOTAL 14 SPACES CULVERT INLET � � AZALEA SHRUBS DOWNSTAIRS SHOWROOM i - o � d T.B.R. I r [r ! { I � � � TO RETAIL USE) PROTECTION � `i w `-- Q czn DOWNSTAIRS SHOWROOM SPACE _ - , 5,944 SQ. FT. I � EXISTING 27Bu RON MARTIN DELIVERY VANS: 4 VANS CW 1/VAN = 4 SPACES 4•v TORM', CLEAN OUT '�- ❑ `� -49.11 3 200 SQ. FF. SIDEWALK � •) z I PROPOSED ON BOTH PARCELS * ,� UPSTAIRS WAREHOUSE ( AZALEA _� +�- �> 1 & 18=17 (SP-2003-077) •Tt�480f0 ° 4,320 SQ. FT. ( �_ncv TOTAL REQUIRED PARKING = 81 SPACES r. SHRUB ........... ' � TAX MAP 45-938 CUT PAVEMENT IE1N�./..... , ...... (�` / CA �p Q I n PROVIDED PARKING = 97 SPACES PROPOSED ON PARCEL 1 B I ST SQrW,A�K.'.'.'.'.'. ........... . ..................................... g HANDICAPPED = 5 SPACES HEART LAND rR) REMOVE EXISTING CURB 49 WILLIAM D. TUCKER, IIII TRUSTEE -14 SP 2003 077 DB. 2798 P. 597 WALKWAY ZONED HC PRESENT USE=COMMERCIAL NEW CG-2 I........ ..... 17:2.5...............C.G_.1.2.... �,� - { - - ) 22, 34 MAPLE / ;' + @ I x n REGULAR = 92 SPACES TOTAL PROPOSED=97 w ' I � 8" OAK 489. 28 �� 27 TO BE , � �--.,� 18. ABUTTING PROPERTIES: NOTES: _ MAP L '1 MAIN ENTRANCE ...'.'...,..C.G_-1,2 RE OCATE NRYJ ROAD 4" CLUSTER TAX MAP 45C-1-A-17 TAX MAP 45C-1-A-20 I - - - - - MATCH FACE TO EX. EP ) `, �' \. 79.33 - - . 'y 4 8.40 SCREENING DOGWOOD LEE R. OR ROBERT E. AND ✓)•S*TINC'-� IDE.WAL.K......'.'.�..: ........................... - , .- .-,....... { t `� !(3) 2 CALIPER i)o I SHARON S. P. 502ANS PEGGYE G. P. 47 ER ( - - '_ - _ _� (` l QUERCUS PA STRUS? , DB. 1753 P. 502 DB. 2078 P. 475 �( +487.3 LIMN' OF CONSTRUCTION + c� ZONED R2 ZONED R2 EXISTING �G 12 T--�i _ - NE W 20' DRAINAGE C�;_2.... _ (PIN OAK) r r� � �- ACCESS EASEMENT REMOVE EX. CURB I EASEMENT + - MH-1 T.B.R. 30.0 aN CE TER T '� TAX MAP 45C-1-A-18 TAX MAP 45C-1-A-19 TO RT. 29 N76° 5'27"E �` ASEMEN � TOP=FLUSH 11 SPACES IN THIS AREA-' ��� `o I o � WILLIAM L. OR DORINE E. KITAY NEW 30' DRAINAGE - INV.=478.44 „y (NOT HANDICAPPED), ARE I " OAK 0 VIRGINIA D. RAWLEY CRUSE DB, 1486 P. 494 NEW PROPERTY LINE EXISTING DI=3A DESIGNATED FOR -TEMPORARY (ELOCATiON) 11 we DB. 2044 P. 467 ZONED R2 11 ��~� ` TOP=485.0 EASEMENT ,..,�P `�� (EXISTING) j BENCHMARK \ �� SALES. EAC -TEMPORARY SALES IQ Lo ZONED R2 ` - - - "'� \ 1NV.- 478.00`i=r `� EVENT RE UIRES A SEPARATE 3 FORSYTHIA / --- _ TAX MAP 45-938 �- _ - _. -- - _ ZONItvG CLEARANCE. BUSHES HEART LAND TRUST E EV.= 84.21 - - -- - -- - - -- -1 _ 3-9' IGH ' =- ___ S CUJ PAV MEN - � $ t `z BLUE lGH - 0' I WILLIAM D. TUCKER, 1111 TRUSTEE - Y� Ir I BgIDf N "" - 86. DB. 2798 P. 597 BEGI NEW CG- N TE.: MATC FAQ E TO EX, C RB EX. SIGN WM = WATER METER T REM IN WV = WATER VALVE C.T.V. = CABLE TV PEDESTAL EX. A. A✓Ii� I T.P. = TELEPHONE PEDESTAL EXISTING CURBING 10' PARK ING­-SETBACK O.H.P. = OVERHEAD POWER LIGHT RCP = REINFORCED CONCRETE PIPE S64'02'51"E-------� CMP = CORROGATED METAL PIPE EXISTING 23.86- '` .-� -� . VA_ = UNDERGROUND WATER LINE POWER S28°40'29"W=.1 l T.B.R. = TO BE REMOVED POLE WITH 5.35' (OLD PROPERTY LINE) EG = EDGE OF GRAVEL STREET LAMP -------- EP = EDGE OF PAVEMENT SBL = SETBACK LINE 11 11­_,.__,1 8„ APLE M> 4J iIP MAPLE 0>, sZ8'40'29» W 1 18,01 ' -_ - HC _ 22.36' SIGNS c� DETENTION' m_ANHiOLE _._.. It) 27.5' OF 15" RCP AT "1.0 55%.._ ,-. .. EX. 18" RCP AT 1.7% 1/1 % GENERAL EROSION AND SEDIMENT CONTROL NINES r \ 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 625-02-00 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 STIEP IN 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. ROUTE 29 NORTH BOUND LANE (VARIABLE WIDTH RIGHT--OF-WAS') 2" OAK EXISTING DI-3,4. 8.0' DIA. MANHOLE 19. PLAN PREPARED BY KURT M. GLOECKNER, P.E. & P.L.S. 1 3'-5 " RC Qa- 0 , TOP=486.60 INV. IN=480.09 20. 21. TOTAL PROJECT/PARCEL AREA = 2.02 ACRES (100%) 0.61 ACRES OPEN SPACE (30.20%) INV. OUT=478.60 22. 1.41 ACRES IMPERVIOUS AREA (69.80%) 1 BOXWOOD 23. PROPOSED BUILDING SQUARE FOOTAGE=6,080.00 SQ. FT. STING 3,100 SQ.FT. (RETAIL) 3,100 SQ.FT. (WAREHOUSE) S 2°33 5'10"'`W I.F. 24. MAXIMUM HEIGHT STRUCTURE = 35 FT. 32.21 g" / 3 WHITE 25. HEIGHT OF STRUCTURE AT MAIN ENTRANCE = 24.6' OAK 11-2' HIGH S33°07'15„W � SIGN PINE 26, NEW ADDITION: SHOWROOM = 3650 SF EX. DROP INLET GOLDFISH POND AZALEA SHRUBS 100,80, -�..•✓ >%S = �„ 91 °05 43 MEZZANINE = 2430 SF - TOP=486.42 (TBR) I _ NEW SHADE TREES R 5.00 = 6080 SF TOTAL (3) 2" CALIPER T = 25.48' 27. B.M.P= 5.0% OF 8,486.74 S.F. = 424.34 S.F. - EX DROP IN ET Lc _ 15 4' HIGH ACER RUBRUM (USE 10'X44' FILTER=440 S.F.) INV.=477 1 /- BOXWOOD HEDGE (RED SUNSET MAPLE) f L 39.75'- 28, TOTAL NUMBER WAREHOUSE EMPLOYEES=2 35.0' ON CENTER % TOTAL NUMBER OF EMPLOYEES ON SITE / DURING A MAJOR SHIFT=34 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 STORMWATER DETENTION 88' OF 36" RCP AT 0.5% SLOPE 72" DIA. MHI-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 SEEN APPROVED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. . NOVE MDER 15, 2004 �,LT H O KURT M. GLOECKNER 5649 �'�}IONAL �yCs P' 4 { 1 f I I, Fz 0 I Lo A s NUMBER 03-009-01 DWG. NAME 0300901 EC4.DWG 29. CROSS PARKING AND ACCESS EASEMENTS THAT SERVE THE THREE PARCELS SHOWN HEREON WILL BE RECORDED NOTE: QnTT T i PE8 IN THE CLERKS OFFICE UPON THE APPROVAL OF THIS SITE PLAN. ALL PARKING SPACES TO BE PAINT STRIPED A '.7 ND CENTERLINE STRIPE ALONG COMMON ACCESS. m mm i 1 ALBEMARLE COUNTY SERVICE AUTHORITY DATE DEPARTMENT OF ENGINEERING DATE PLANNING AND COMMUNITY DEVELOPMENT _ DATE DEPARTMENT OF ZONING DATE FI1RE OFFICER DATE 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 ANID/OR CERTIFICATES OF OCCUPANCY. DEVELOPER DATE 3 - SHEET OF;j