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HomeMy WebLinkAboutSDP202100030 Application 2023-04-04 (3)NOTE., MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE ROOFTOP OF THE PROPOSED BUILDING. VISIBILITYOFALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE ENTRANCE CORRIDOR WITH THE USE OF PARAPET WALLS. SEEARCHITECTURAL PLANS. x \ e >y �15 ASH 8 ASH / 8 ASH n 24 ASH 15 PARADISE ASH / 10 ASH 12 A I �0 ASH 20 ASH 15 POP (2X) 10 ASH 10 ASH j8 POP 1112 ASH \ 15 ASH / WELL /iii l 20 10 ASH PARADISE CRITICALSL PES / W / EXISTING WELL TMP 58A2-24C O / 12 0 ASH 20 T ASH RIVANNA WATER & SEWER I 10 1/' PL j � \ / /PARADISE AUTHORITY / ZONED: Cl co N PARADISE j PARADISE / P� �V)L \ / / `\ IF RELOCATED POWER POLE 10 8 \ 10 ASH / WITH NEW LIGHT FIXTURE MOUNTEDTOPOLE VDOTSTD. P -RA I� PARADISE(2X) X ' AT MAX. zo' HEIGHT \'CG-6 (TYP.) / \ /EXISTING SEE SHEET 7 O 20 ASH CRITICAL SLOPES TMP 58A2-21 (PART 1) \ DB 5139 PC 134 10 5 ASH ZONED: Cl EDGE OF PARADISE 15 ASH 10 DEL 1.587 AC. PAVEMENT \8 PARADIS / <(TYP.) PARADISE SEPTIC / (\ TANK LID PROPOSED BRICK TRASH DUMPSTER ENCLOSURE, PAINTED TO MATCH \ / // \ 10 AS ' 9 Q') EXISTING BLDG (SHERWIN WILLIAMS, WEB GRAY). SEE DETAIL, SHEET EX. RESIDENTIAL �� ��A ° / MIN. HEIGHT=7' /• \V HOUSE O ', i TMP 58A2-24 / ' #4272 ©\ �� Oo / EATON, LOUIS S OR SUSAN E / 1 \ / ZONED: RA Ile 10 /< VEHICLE STORAGE/ 18 FENC v 20 \ � \ PA DISE SERVICE PARKING AREA -1 PROPOSED MIN. 6'-6" HIGH \ / ' I \ PROPOSED / STAINED WOODED \ / / I \ BOUNDARY FOR VEHICLE I \ / \ HORIZONTAL SLAT SCREENING STORAGE/SERVICE CONCRETE I FENCE EXTENDING FROM BRICK \ PARKING AREA PAVING. APRON u_ DUMPSTER ENCLOSURE. L=io' SEE DETAIL ON PAGE 6. (z) PROPOSED OO\ EXTERIOR B MOUNTED LIGHTS \\ O \� ��i, \ \ � � \ PROPOSED MIN. 6'-6" HIGH rn \ \\ EXISTING DRIVEWAY \ VDOT STD. S�� / o \ = STAINED WOODED \ TMP 58A2-20 TO RESIDENTIAL HOUS O LENVIC, LLC TO REMAIN o. HORIZONTAL SLAT CG-z (TYP.) \ DB 3801 PG 750 / \ SCREENING FENCE.L=z6' °e \\ ZONED: Cl \ F O PROPOSED 2' \ BOLLARDS / OV\ERHANG VAR. WIDTH ACCESS 1 (TYP.) \ IF O ° / i6'TYP. , (0\ EASEMENT 1 I N73'50'25" W \ O PROPOSED sp \ VDOT STD: \ INST. #:202200012929 ' I I 10.55' 12 TRP SERVICE 1 \ APLE oNE aC� BAYS CURB \ I N22'50'28"W wav i8' TYP. po\ \ U P PROPOSED 6' CONCRETE I 16.58' PROPOSED 6( ow SIDEWALK FLUSH WITH---,., I CONCRETE PAID PAVEMENT\O� O FOR TANK \ PROPOSED 3,800 SF 1 STORAGE \ i6' Q . BUILDING EXPANSION I \ WITH 4 SERVICE BAYS 1 \ UP �> TMP 58A2-20A V PROPOSED BUMPER BLOCK / z6 v� Q _ Q Q I JOSEPH W RICHMOND Jr SEE DETAIL, SHEET / �YY." TRUST { N Jo 0 PROPOSED MIN. 5' PAINTED DB 4992 PG 686 m\ ZA PHALT PAVING °® 63.6 n >- WOODEN HORIZONTAL SLAT I \ O SEE DETAIL, ¢® 18.8 z HR FIREWALL / ° r ASPHALT PAVING \ VbOT + / FENCE (COLOR: PANTONE SHEET 6 SEE DETAIL + 4r H\ \ GRAY 428) FOR HVAC/TANK o + 3 EXISTING 45.0 SHEET 6 SERVICE B:492 g -+ STORAGE SCREENING. N. BAYS I FENCE SHALL EXTEND A \ � 1-STORY BRICK 11 MINIMUM OF6"ABOVE ALL [� / °p 9 °�° \ O� SIGN \ IVY EXXON (TYP.) ONE WAY TRAFFIC , MECHANICAL EQUIPMENT. \ \ i6Fri #4260 I ) MILL/OVERLAY _� \ OLLARD' 6 .5' EXISTING PAVEMENT WOOD FENCE \ ROUND BUILDING AND CANOPY, SEE DETAIL MAN' - I SHEET6 V" _• � - - _ �. I EXISTING POWER POLE WITH -- STREET LIGHT TO REMAIN \ 30' FRONT MAX. BUILC)-IN ETBACK r \ \ \ T / (8) EX. LED LIGHTS PROPOSED NEW VT TD. SIGN PAVEMENT FOR TAPER \ r EXISTING // CANOPY _ o CG-z(TI P.)O ENTRANCE, SEE DETAIL N01'27'06'E - _ I SHEET FOR 20.00' ) VDOTR/W / -- i _ PAVEMENT DESIGN 10' FRONT MIN. BUILDING o PROPOSED STOP SIGN U D 16' &PARKING SETa0' BACK - - -- M� PLANTING F 20 J PROPQSED-STgP-SIGN I �f - =- �o i ASPHALT BEDS M /- - - PROPOSED LANDSCARE -_ _ ENTRANCE ISLAND- " ------ y. =-T- / - - - - - - - - - - - - - - - - - - - - - - - - I 4 4 _ _ I/ ---- ---------------- 390'SIGHTDIS - ggo'SIGHTDISTANCE-------- 86' WB 7 - DI I-�- _ TOP=515.06 I \v EXISTING _ _ - EXISTING GUARDRAIL INV=510.82 /' _ _ _ _ �- - ---PAVEMENT-- TO REMAIN. ENTRANCE ----- --- - - --�_ I _ - --- TO START AT THE END / - _ - - ROAD PAINT / OFTHE GUARDRAIL - - - (STRIPING) NOTE: i. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. Q REPRESENTS ONE PROPOSED PARKING SPACE. 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LES. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 7. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. 8. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 9. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. so. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE OWNER. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS ON THE PROPERTY. SITE PLAN NOTES: 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. 2. TRASH SHALL BE STORED & COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON THIS SHEET. 3. ALL BUILDINGS WILL HAVE A SLAB ON GRADE FOUNDATION. 4. CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. 5. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL DAMAGED FROM THE PROPOSED CONSTRUCTION. 6. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL BUILDING. 7. THE PROPOSED ENTRANCE PAVEMENT SHALL MATCH THE EXISTING PAVEMENT ON ROUTE 250 (IVY ROAD) AND SHALL TIE-IN TO THE EXISTING IVY ROAD PAVEMENT AT A MINIMUM OF z' FROM THE EDGE OF PAVEMENT. 8. VEHICLE STORAGE/SERVICE PARKING AREA IS THE PARKING LOT AREA FOR VEHICLES AWAITING SERVICE. 9. NOTE - VEHICLE STORAGE AREA IS LOCATED BEHIND THE BUILDING AND BEHIND THE TRASH ENCLOSURE. NO FENCE IS REQUIRED FOR SCREENING FORM RTE 2So. LANDSCAPING SCREENING HAS BEEN ADDED TO SCREEN THE STORAGE AREA FROM ROUTE 250. NO FENCING IS REQUIRED ON THE EAST OR WEST PROPERTY LINES AS THE USES AND ZONING AREA THE SAME AS THE SUBJECT SITE. io.CONTRACTOR SHALL TEST PIT AREA TO ENSURE SEPTIC IS NOT LOCATED IN CONFLICT WITH PROPOSED BUILDING ADDITION. CONTACT CIVIL ENGINEER AND OWNER TO COORDINATE MODIFICATIONS TO SEPTIC. ii. CONTRACTOR TO LOCATE EXISTING WATER SERVICE TO EXISTING BUILDING TO MAKE SURE PROPOSED IMPROVEMENTS DO NOT IMPACT EXISTING WATER SERVICE DURING CONSTRUCTION. 12.FUEL STORAGE TANKS SHALL NOT BE WITHIN THE FLOODPLAIN. 13. ALL PARTS, MATERIALS AND EQUIPMENT SHALL BE STORED WITHIN AN ENCLOSED BUILDING. 14.ALL SERVICES SHALL BE PERFORMED WITHIN AN ENCLOSED BUILDING. EXISTING DRIVEWAY ACCESS TO ADJACENT PROPERTIES TO REMAIN I VARIABLE WIDTH ACCESS EASEMENT DB 788 PG 841 DB 841 PG 721 DB 907 PG 509 / / RIP AP MILL AND OVERLAY OF EXISTING SITE PAVEMENT MILL AND OVERLAY OF IVY ROAD (RTE. 250) - NEW PAVEMENT ALONG IVY ROAD (RTE. 250) CONCRETE LID PER ANENT RAINAGE SIGN INV=521.08 EAS ENT - \ DB 22 PG 43 HEADWALL _ 1 � _ S28' '44"W- 1 . 8'J ------_-- 390' SIGHT DISTANCE - - _ - - -I�_ ggo' SIGHT DISTANCE - -� - -� --n------------- GUARDRAIL' PROPOSED LOCATION OF RELOCATED EXXON 0o O NEAREST INTERSECTION VDOT STD. (MORGANTOWN ROAD) \ PROPOSED CG-2 (TYP.) \^\ MILL/OVERLAY AREA GV° ALONG IVY ROAD, SEE U P DETAIL SHEET 6 O S66'11'40'E P I IF 162.74' G� O S11'07'42"W 2.64' HEADWALL GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 G SCOTT/R. CbLLINSZ_ Lie. No. 035791 � p 11/21/22 `�Q1 ` r zz L O z W d O g u p U) u W V < p �m � ` Z w O Z O O z J O c p U - N W � L ne o u �W/ li o It z 1g V Lu I � z;z U) Z �g ! w I N J z z N Q u�i 7 O W i r4 qz J 0 113- I` CID rn z Cn 0L M Q CT N 4 016 M zN O Lu W � N N Q W > z Lu Z -- Q z W z L9O a I-_ z�w� x ~ o U (n >_ W J z ulLL (~ 1 Z z - O W Lu j ~,^ 0 O V) ry U O w J u U u� w O w a � JOB NO. 202183 SCALE 1"=20' SHEET NO. 3