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Home My WebLink AboutSDP202000049 Other 2016-03-24LEGEND EXIST NEW DESCRIPTION 16° TC x 127 TC TOP OF CURB ELEVATION 16' x 125 SPOT ELEVATION iCaT4xw x 12TW TOP OF WALL ELEVATION 16513W x 12ew BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER -Rn - Ro - ROOF DRAIN SEWER LINE WATER LINE --Gas-- -GAS- GAS LINE - WE- - CCE OVERHEAD ELECTRIC WIRE -UGE - -UGE - UNDERGROUND ELECTRIC -car- -per- OVERHEAD TELEPHONE LINE -ucT- ucr UNDERGROUND TELEPHONE LINE D - DRAIN INLET (DI) O 0 STORM/SANITARY MANHOLE C C PLUG 9-W ® WATER VALVE & BOX .. ♦ FIRE HYDRANT WATER METER LIGHT POLE -0- UTILITY POLE PROPERTY LINE ADJACENT PROPERTY LINE ------- VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT `-" - --"'- GRADING EASEMENT - DRAINAGE EASEMENT -- - ---- UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE .--� FENCE STREAM - 312- - 12 - INTERVAL CONTOUR - 300- - 0o - INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CC-6 COMBINATION 6" CURB & GUTTER I CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND - 10 10 PARKING COUNT CROSSWALK MMM, HANDICAP ACCESSIBLE AISLE ® ® CG-12 & HANDICAP PARKING INITIAL SITE DEVELOPMENT PLAN FOR MILL CREEK INDUSTRIAL PARK LOT I I TMF 07GM I-00-00-0 I 100 5COTT5VILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. VIRGINIA DEPARTMENT OF TRANSPORATION VICINITY MAP SCALE: 1"=500' IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX 5HEET C I - COVER SHEET 5HEET C2 - EX115TING CONOITION5 * DEMO 5HEET C3 - 51TE PLAN SHEET C4 - GRADING * UTILITIES OWNER / DEVELOPER Owner: Christopher J. Coffing 1920 Red Hill Rd. Charlottesville, VA 22903 Developer: Mill Creek Industrial Development, LLC. 1920 Red Hill Rd. Charlottesville, VA 22903 ZONING PUD - Planned Unit Development AIA - Airport Impact Area Proffers: ZMA-1995-00019 ZMA-1996-00021 LEGAL REFERENCE TMP 076M1-00-00-01100 - DB 2842 PG 692 (1.35 Acs) - DB 1342 PG 238-247 (Plat) BENCHMARK Bench mark is an iron and cap set within the site. Elev. = 454.34 See sheet C2. SOURCE OF BOUNDARY & TOPO Boundary survey information provided by. Roger W. Ray & Associates, LLC. Topographic survey provided by Roger W. Ray & Associates, LLC. 1717 Allied St. Charlottesville, VA 22903 (434) 293-3195 A title report was not provided. AIII easements and encumbrances may not be shown on this plan. BUILDING HEIGHT Maximum: 65' Floors above 40' or the third story shall be stepped back a minimum of 15' from the front of the building. SETBACKS Front Building: 10' Rear & Side Building: Buildings separated per building code. EXISTING USE Vacant Land PROPOSED USE Industrial Manufacturing Building w/Offices Office Area: 4,680 SF Manufacturing Area: 9,360 SF Building Footprint: 9,360 SF GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). 10. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. --L t_r14L Revie"a one A%roved by the nity Deve Commuiopment Department Date .3121411 to File#_��- D�2bl la • DOOM wl 6o-omo►,tS Cie e L"_� adL_t:.d 312411 U FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO288D), this property does not lie within the Zone AE 100-year flood plain. PARKING SCHEDULE Proposed Use: Required Industrial Manufacturing: 1 Space Per Employee + 1 Space per 500 SF area open to the public. 100 Employees + 4,680/500 = 20 Spaces Required Total Number of Spaces Provided: 21 Spaces (includes 2 van handicap accessible) WATER & SANITARY SERVICES All water and sanitary sewer services are to be provided by the Albemarle County Service Authority. ELECTRIC / TELEPHONE / CABLE TV If feasible, all new service lines for electricity, telephone and cable TV are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed site plan amendment. LANDSCAPING CANOPY Proposed landscaping will be shown with the final site plan submittal. CRITICAL SLOPES There are managed steep slopes shown within this property. See sheet C2. WATERSHED This site is located within the Moores Creek Watershed. This site is not located within a water supply protection area. LIGHTING Proposed lighting and photometrics will be shown with the final site plan submittal. LAND USE SCHEDULE EXISTING Area % Building 0 SF 0.0% Pavement 3,624 SF 6.2% Sidewalk 0 SF 0.0% Impervious area 3,624 SF 6.2% Open space 55,047 SF 93.8% Total= 58,671 SF (1.35 ac.) PROPOSED Area % Building 9,360 SF 16.0% Pavement 21,285 SF 36.3% Sidewalk 977 SF 1.6% Impervious area 31,622 SF 53.9% Open space 27,049 SF 46.1% Total= 58,671 SF (1.35 ac.) SIGNS All signs shall conform with the MUTCD Guidelines. 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. 12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 13. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW GP GM GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 14. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 15. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS.AND SPECIFICATIONS OF ALBEMARLE COUNTY. 17. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. a o N W w NW W Z 'tZ �W m a z� O o� w w Z N N w� m w F J z > zm Ijo Vw rt Q V N U O 2 v NSTWSHIMP Jtyc. o.45183 :';�' l� b'VsIONAL '6 Q Z O LL z I- d o0 Lu U >W O LL W� Q J m L�� J z Z Date 02 /08 /16 Scale N A Sheet No. C1 OF 4 File No. 15.035 T.M. 76M1-20 �\ LOT 10 MCV LLC O.B. 3470-356 \ G - 62'24'22' D.B. 1648-2BO PLAT fl =54. 46 L -30.2 ' A =-105.00' T =51.81 R =105.00' C-51.83' CB=N75'05'38'E L=40.58'T-20.54' IRON FIRE C-40.32'FOUND \ HYDRANT HATER CB-S6*37'5fi"E METER IRON TE BLUE I (� I FOUND 7 C p1 RCH r INV= 462.49 PAINT WATER 15' 6A6 LINE AFTER EASEMENT D.B. 3320-214) PARCEL1333 .� I am \!SE. LLC PAVED 4 sVALVR I JOUD l \ / ' ( I OWgRE4 9�� 29 PLAT BLUE P DRAINAGE� �\ g'?D ry / A = 40'07'54" D.S. 1102-72 PAINT P EASEMENT (\ ._.._V `� APPROXIMATE (D.B. 1848-F278) IRON O / I \� I RT=141.49' IRON LOCATION 0 \ FOUND _ WATER LIN C -8' 2f' (D.B�442 �46) EASE ENTI ' � ' I \1 CB=S31 '29'45"E A R443'4 7 a .l I 1-ii:si' I New R,{etainiing o tee. 51 CB N25 00 50'E / / I Wall. Mox DpDDpIT�CC�pHpNN I HeighLl=6' ' a i 0 BE &ON I r pmm FlF LL � I I I I l Oy IRON I I I I I I I I I PAVED \ w FOUND I I I I 0 I ' ELEVATION I I I i I I // PFOUND TOP-Di 475.08 INV= 473.06 DRAINAGE I \ \ EASEMENT 1342- (O. B. 241 6 J O.B. 1102-722) I \ \` i I i I ' 1 \ / I I I I PK NAIL FOUND A = 4 ' - I I 1 SIG \ R435.00' 5.00' \ L -iB6. 95' T -0594' CB-N17'03'59"E y\\ I W I / 7-p! /� 1 St eo ed I� T.M. 76MPARCEL 122 GIRT / ,E\\ \10�. r Z� 'rt ,� • 4 PARCEL - / PILES i r` >•`a A = 25'32 03' THE BARTLE7T REALTY SCOMPS�Y, INCOTPORATED y, o:'':a R-150.00' / / / i ,..�sm.• t,. ! c� ^' , �^ "`i ...1 •n.r � _ D.B. 1102-724 THRU 729 PLAT PAVED CATCH BASIN / TOP= 453.08 / BLUE PAINTED METAL ROD TOP455 91 IRON / > �` / CONCH / / a a a r INV IN= FOUND ORM MH WATER / ? Tf , TO P I502.20 451.76 BLUEY METE] \ \ - 20• / �5f ORM MH rr ' � 9 INV IN- \ INV OUT- PAINT �- (0.B rNAGE / /TOP= 473.45 r 'ar a �` = ' �s, 492.24 450.43 r702 j2 �MENT �� 461.35 / r�[ 69B,v I492 20 INV OUT 4614 a a� \\ BENCHMARK: 61v\ GRAVEL .CROACHE �� / / r \�� \\\ 'm^S �' I / \ ELEVATG CAP SET ION - 508. 38 \ \ 6 ��-470— \ / / _COHCRET \V� (06• 1j 4SfMENT \�\ X. '.\\\A - 18'28'15' \ N66.0q✓ ��' .�� - l / ` �- J / ..`\`\� m $ e / / R-350.00' NAIL L -46.36 \ •=6 1q • / \ Y�aL?; � a � \\ \ \ r \ OQ ��,,:. �, FOUND \ T -24 39' GRAVEL (b ra a�ie a aa•r T.M. 76MI-12 ALL THINGS PAWSSIBLE. INC. D.B. 4409-270 n / +•-+^ tt N •« Oo` r I Fy \ iA D.B. 3344-393 G 394 PLAT \ — ' •* "` - idV \ / '':n>w��awA7<541 .. W�LE`•?\\` i', t\ �`::: '\. \ WATER VALVE 15' GAS LINE EASEMENT (D.B. 1120-214) NAIL G CAP LL FOUNO % BLUE — PAINT IETE T.M. 76M1-12A LOT 1 FSOB, LLC D.B. 3518-642 D.B. 3535-621 G 622 PLAT d N9 mo F i11 20 0 SCALE: 1" _ &gyp TH p7t, 1 S1 %. 0 U JUST�HIMP a c. 0.45183 SS70NAL ECG 20 40 60 T.M. 76M1-20 �\ LOT 10 MCV LLC O.B. 3470-356 D.B. 3848-280 PLAT \ FIRE \ HYDRANT WATER YFTFO ._� ALL THINGS PAKSSIBLE. INC. D.D. 4409-270 O.B. 3344-393 G 394 PLAT '° - — / INV IN\ 'x' ON 478.41 WA L �\, \ \� ( \ WATER 9\�}. VALVE INV 0UT= / \ 1 \ ` ' 15' GAS LINE \ 478.36 % GRAVEL ID.B. 20T 1214) ENCROACHES \ T TOPWEMH 489.92L- INV IN- / _ / BLJE 478.39 CONCRETE '�Z/ / / PAINT BLOCK WALL �< T.M. 76M1-12A LOT I FSOB. LLC B.B. 361B-642 D.B. 3535-621 G 622 PLAT � P ti ETE WALL BENCHMARK: IRON G CAP SET ELEVATION - 508. 38 INV INS 503.98 48fN o C) ' JUST 4a ,\ c. 3 ��'"� �� J �IONAL ECG` SCALE: 1" = 20'