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Home My WebLink AboutSDP200400068 Plan - Approved 2005-04-20MAGNETIC MERIDIAN 0 10 20 40 SCALE: 1 "=20' 102 100 98--_ BANK NATIONAL ASSOCIATION D.B. 2512 P. 281 D.B. 645 PG. 20 �..w PG. 540 (PLAT) ZONED EC U.S. ROUTE 29 AND AIRPORT ROAD 96 . 91' NEW'iPOLE MOUNTED LIGHT 9 , 2 TMP 32-37B2 ` VIRGINIA OIL COMPANY. INC. D.B. 1183 P. 35, ZONED C-1 NEW POLE MOUNTED VICINITY MAP SCALE: 1"=2000' NEW -ROLE MOUNTED LIG APPROVAL BLOCK ALBEMARLE COUNTY SERVICE AUTHORITY DATE DEPARTMENT OF ENGINEERING DATE PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ZONING DATE FIRE OFFICER DATE BUILDING OFFICIAL DATE TREE PROTECTION FENCE, INSTALL TMP 32-41G BEFORE ANY GRADING TAKES KENNETH G. AND PLACE. FENCE TO BE ORANGE UPIN M M. A SAFETY FENCING, INSTALLED USING D.B. LINDA MM. AP. 538 STEEL FENCE POSTS AT 10'-0" O.C. ZONED C-1 DRIVEN 2'-0" (MIN) INTO GROUND, UNUERGR(ll Nom_ mmmm�47'00'00"W . -, /-~,. / -N, �" , NEW POLE MOUNTED LIGHT EXISTING 20.0' R.S.W.A. EASEMENT ♦m rNEW 12" WATER. LINE \ CG -2 EXISTING POLE MOUNTED LIGHT (TO BE REMOVED) TMP 32-37B1 �7-�`� 115. 0 � TEOR�RY EP EXISTING CURB �� \, TO BE REMOVED WACHOVIA BANK NATIONAL ASSOCIATION D.B. 2512 P. 281 D.B. 645 PG. 20 D.B. 562 PG. 540 (PLAT) ZONED EC U.S. ROUTE 29 AND AIRPORT ROAD 1.080 ACRES R=12 L EXISTING POLE - �r= -MOUNTED LIGHT ° (TO BE REMOVED) (! l_ RETAIN 3 EXIST. CTRIC L�� ,,�� ,,..�.,w rte,. �"'�"�• Ii EXISTING jl CURB EXISITING DI -3A r' 9.0FIXTURE 0' (T TO BE REMOVED w-•� y FIXTURE I I �NEW POLE iC 1.O'X2.0' EDOER" SNOT IGN MOUNTED LIGHT ro CLASS 1 0* i FIXTURE RIP --RAP (SEE DETAIL DI -7A TOP=95.0 THIS SHEET) € INV, 0 T=91.0 13 14 �o 0 a zt XIS( TNG 8 10 11 12 EXIST ING ` 12 HE RIGHT TURN I DUTY T CH %- ONLY" SIGN I-3 -,, ) � k- y0 J�v, � ° DRAIN I t EM w 4.5 pl',PE f°t s `� , �� ' "� A Xr y"' x BASIN SIZED TO TOP ENT PN.11% 4 '� x -- x_______ x------ -X , BE USED FOR N�° iN�� RAIN GARD v O 4'$ EXISTING ,�ED DETENTION BIODETENTIO 65.0 -36 R.C.P. FILTER NEW POLE (SEE DETAIL) x\ ) EJCISTING „ MOUNTED LIGHT ! RETAIN EXISTING 15" RCP R.C.P. EXISTING SIGN FIXTURE CREPE MYRTLE AND I PIPE ,\ w m ,30"� TO REMAIN �I STORANT AS NEEDED PER \ ; & 52 1 _ _ _ Q EXISTING LANDSCAPE PLANGRASS �*z q-�' DI -3B \ `� ` INV. OUT =90.23 s47'00'00" ' GRASS 85.03' \ \ 90 ��A - .`sem' EXISTING 15" R.C.P. 92 2 EXISTING CREPE MYRTLE TO REMAIIN, TREE PROTECTION FENCE. INSTALL TREE PROTECTION FENCE. INSTALL BEFORE ANY GRADING TAKES BEFORE ANY GRADING TAKESPLACE. FENCE TO BE ORANGE PLACE. FENCE TO BE ORANGE US, ROUTE 29 1 SAFETY FENCING, INSTALLED USING SAFETY FENCING INSTALLED USING cfl STEEL FENCE POSTS AT 10'-0" O.C. STEEL FENCE POSTS AT 10'-0" O.C. DRIVEN 2'-0" (MIN) INTO GROUND. DRIVEN 2'-0" (MIN) INTO GROUND. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS TMP 32-39 W.A. OR RACHEL K. MARSHALL D.B. 1639 P. 563 ZONED C-1 102 20.0' no DI -7A TOP=95.0 SEED AND CLEAN-OUT WITH NOTE 2 EC -2 MATTING WATERTIGHT CAP TOP --95.8 6" MAX 11p' �+ 15" DETENTION PIPE MIN. \'...1 TO EXISTING D1 -3B LUCK BIO-FILTER;s:.;"i h• :: 1 MIX OR TESTED AND I I' APPROVED EQUIVALENT I:. ;•1. •I f' 1' 91.1 91.8 - :•'�. �` ''-- 1.0' MIN. 1::2{x.:....... ........... UNDERGROUND GRAVEL ) 2°0' (AASHTO M43, 1/2"-l") MIN. INV. WRAPPED IN FABRIC 6" NON -PERFORATED P.V.C. PIPE 01% SLOPE (MIN) NOTES: 1. SHRUB SPECIES PLANTINGS AS FOLLOWS: 3. BIOFILTERS MUST NOT BE 3 CORNUS STOLONIFERA INSTALLED UNTIL THE SITE IS (RED OSIER DOGWOOD) DETERMINED TO BE ADEQUATELY HEIGHT AS SHOWN, STABILIZED BY THE EROSION 3 ILEX GLABRA (INKBERRY) CONTROL AND WATER 6.0° HEIGHT AS SHOWN, RESOURCES INSPECTORS. 3 BERBERS KOREANA (BARBERRY) -- 4. THE CONTRACTOR SHALL CONTACT 4.0' HEIGHT AS SHOWN. THE WATER RESOURCES INSPECTOR 2. PROVIDE 1.0' PONDING 24 HOURS PRIOR TO BACKFILLING DEPTH TO THE CREST OF AN THE BIOFILTER AND REQUEST AN OVERFLOW STRUCTURE. INSPECTION AND APPROVAL OF THE OVERFLOW STRUCTURE MAY BE UNDERDRAIN INSTALLATION AND D.I. IN SWALE (INDICATED) THE SOIL MIX. OR STO R DISCHARGING 2-3" DROP FOR SEDIMENT CONCRETE CHANNEL WITH 3-4" MORTERED RIVER STONES SEED AND EC -2 MATTING OPTIONAL SAND LAYER CLEANOUT (ONE FOR EACH UNDERDRAIN) BIORETENTION SLOTTEC CURB REVISIONS SEPTEMBER 23, 2004 DECEMBER 21, 2004 JANUARY 3, 2005 MARCH 15, 2005 CONCRETE CHANNEL N.T.S. CONCRETE CHANNEL 2.0' (TYP.) CHANNEL DETA 1.0'X2.0' CLASS I RIP -RA CONCRETE SCALE IL) 1 "-20' P NE WEI TO STABLE CHANNEL OR AREA `'"" ~"v ' DI -7A STORM DRAIN, BERM DRAIN TOP TO TOP OF GRATE O DISCHARGE � INVERT IS 12" WATER QUALITY DETENTI® N SWALE (PLAN VIEW) ABOVE BOTTOM OF PONDING RAIN GARDEN DETAIL BIODETENTION FILTER . BASIN N.T.S. l .2Ld N.T.S.`--.''�;�Ty vreal wy ala CONSERVATION PLAN CHECKLISTCommunity o& ' N -`" EXISTING Date: 4t-- 5_6E- CURB PROJECT NAME: - ��^- � nN TO BE l FIRM: REMOVED U.S. ROUTE 29 AND AIRPORT ROAD 2. OWNER OF LAND: NEW G WACHOVIA BANK CG -2 NATIONAL ASSOCIATION COMPLETED CONSERVATION PLAN MEASURE DESCRIPTION 004 t C/O GENERAL ACCOUNTING NEW POLE iv P.O. BOX 27602 MOUNTED LIGHT RICHMOND, VA 23261 "LIMITS OF CLEARING SHOWN NO CLOSER THAN THE OUTSIDE DRIP -LINE, BUT NOT LESS THAN 5 FEET FROM THE FACE, V.D.O.T.=VIRGINIA DEPARTMENT OF TRANSPORTATION LOADING SPACE SHALL BE LOCATED CLOSER THAN TEN (10) FEET TO 1 t 100 3. APPLICANT: L�� ,,�� ,,..�.,w rte,. �"'�"�• Ii EXISTING jl CURB EXISITING DI -3A r' 9.0FIXTURE 0' (T TO BE REMOVED w-•� y FIXTURE I I �NEW POLE iC 1.O'X2.0' EDOER" SNOT IGN MOUNTED LIGHT ro CLASS 1 0* i FIXTURE RIP --RAP (SEE DETAIL DI -7A TOP=95.0 THIS SHEET) € INV, 0 T=91.0 13 14 �o 0 a zt XIS( TNG 8 10 11 12 EXIST ING ` 12 HE RIGHT TURN I DUTY T CH %- ONLY" SIGN I-3 -,, ) � k- y0 J�v, � ° DRAIN I t EM w 4.5 pl',PE f°t s `� , �� ' "� A Xr y"' x BASIN SIZED TO TOP ENT PN.11% 4 '� x -- x_______ x------ -X , BE USED FOR N�° iN�� RAIN GARD v O 4'$ EXISTING ,�ED DETENTION BIODETENTIO 65.0 -36 R.C.P. FILTER NEW POLE (SEE DETAIL) x\ ) EJCISTING „ MOUNTED LIGHT ! RETAIN EXISTING 15" RCP R.C.P. EXISTING SIGN FIXTURE CREPE MYRTLE AND I PIPE ,\ w m ,30"� TO REMAIN �I STORANT AS NEEDED PER \ ; & 52 1 _ _ _ Q EXISTING LANDSCAPE PLANGRASS �*z q-�' DI -3B \ `� ` INV. OUT =90.23 s47'00'00" ' GRASS 85.03' \ \ 90 ��A - .`sem' EXISTING 15" R.C.P. 92 2 EXISTING CREPE MYRTLE TO REMAIIN, TREE PROTECTION FENCE. INSTALL TREE PROTECTION FENCE. INSTALL BEFORE ANY GRADING TAKES BEFORE ANY GRADING TAKESPLACE. FENCE TO BE ORANGE PLACE. FENCE TO BE ORANGE US, ROUTE 29 1 SAFETY FENCING, INSTALLED USING SAFETY FENCING INSTALLED USING cfl STEEL FENCE POSTS AT 10'-0" O.C. STEEL FENCE POSTS AT 10'-0" O.C. DRIVEN 2'-0" (MIN) INTO GROUND. DRIVEN 2'-0" (MIN) INTO GROUND. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS TMP 32-39 W.A. OR RACHEL K. MARSHALL D.B. 1639 P. 563 ZONED C-1 102 20.0' no DI -7A TOP=95.0 SEED AND CLEAN-OUT WITH NOTE 2 EC -2 MATTING WATERTIGHT CAP TOP --95.8 6" MAX 11p' �+ 15" DETENTION PIPE MIN. \'...1 TO EXISTING D1 -3B LUCK BIO-FILTER;s:.;"i h• :: 1 MIX OR TESTED AND I I' APPROVED EQUIVALENT I:. ;•1. •I f' 1' 91.1 91.8 - :•'�. �` ''-- 1.0' MIN. 1::2{x.:....... ........... UNDERGROUND GRAVEL ) 2°0' (AASHTO M43, 1/2"-l") MIN. INV. WRAPPED IN FABRIC 6" NON -PERFORATED P.V.C. PIPE 01% SLOPE (MIN) NOTES: 1. SHRUB SPECIES PLANTINGS AS FOLLOWS: 3. BIOFILTERS MUST NOT BE 3 CORNUS STOLONIFERA INSTALLED UNTIL THE SITE IS (RED OSIER DOGWOOD) DETERMINED TO BE ADEQUATELY HEIGHT AS SHOWN, STABILIZED BY THE EROSION 3 ILEX GLABRA (INKBERRY) CONTROL AND WATER 6.0° HEIGHT AS SHOWN, RESOURCES INSPECTORS. 3 BERBERS KOREANA (BARBERRY) -- 4. THE CONTRACTOR SHALL CONTACT 4.0' HEIGHT AS SHOWN. THE WATER RESOURCES INSPECTOR 2. PROVIDE 1.0' PONDING 24 HOURS PRIOR TO BACKFILLING DEPTH TO THE CREST OF AN THE BIOFILTER AND REQUEST AN OVERFLOW STRUCTURE. INSPECTION AND APPROVAL OF THE OVERFLOW STRUCTURE MAY BE UNDERDRAIN INSTALLATION AND D.I. IN SWALE (INDICATED) THE SOIL MIX. OR STO R DISCHARGING 2-3" DROP FOR SEDIMENT CONCRETE CHANNEL WITH 3-4" MORTERED RIVER STONES SEED AND EC -2 MATTING OPTIONAL SAND LAYER CLEANOUT (ONE FOR EACH UNDERDRAIN) BIORETENTION SLOTTEC CURB REVISIONS SEPTEMBER 23, 2004 DECEMBER 21, 2004 JANUARY 3, 2005 MARCH 15, 2005 CONCRETE CHANNEL N.T.S. CONCRETE CHANNEL 2.0' (TYP.) CHANNEL DETA 1.0'X2.0' CLASS I RIP -RA CONCRETE SCALE IL) 1 "-20' P NE WEI TO STABLE CHANNEL OR AREA `'"" ~"v ' DI -7A STORM DRAIN, BERM DRAIN TOP TO TOP OF GRATE O DISCHARGE � INVERT IS 12" WATER QUALITY DETENTI® N SWALE (PLAN VIEW) ABOVE BOTTOM OF PONDING RAIN GARDEN DETAIL BIODETENTION FILTER . BASIN N.T.S. l .2Ld N.T.S.`--.''�;�Ty vreal wy ala CONSERVATION PLAN CHECKLISTCommunity o& ' N -`" PROJECT INFORMATION Date: 4t-- 5_6E- 1. PROJECT NAME: PROJECT NAME: - ��^- � nN WACHOVIA BANK SITE PLA l FIRM: 1. EACH OUTDOOR LUMINAIRE, INSTALLED OR PROPOSED SINCE U.S. ROUTE 29 AND AIRPORT ROAD 2. OWNER OF LAND: EXCEPT SIGNS, SHALL BE ERECTED CLOSER THAN THIRTY (3t0) FEET WACHOVIA BANK NATIONAL ASSOCIATION COMPLETED CONSERVATION PLAN MEASURE DESCRIPTION 1. C/O GENERAL ACCOUNTING ❑ 1. THE FOLLOWING ITEMS SHALL BE SHOWN AND IDENTIFIED ON THE PLAN: OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE P.O. BOX 27602 "TREES TO BE PRESERVED AND PROTECTED." RICHMOND, VA 23261 "LIMITS OF CLEARING SHOWN NO CLOSER THAN THE OUTSIDE DRIP -LINE, BUT NOT LESS THAN 5 FEET FROM THE FACE, V.D.O.T.=VIRGINIA DEPARTMENT OF TRANSPORTATION LOADING SPACE SHALL BE LOCATED CLOSER THAN TEN (10) FEET TO OF THE TREES TO PRESERVED AND PROTECTED." 100 3. APPLICANT: "LOCATION AND TYPE OF PROTECTIVE FENCING." WACHOVIA BANK "DETAILED GRADING INFORMATION IN AREAS WHERE GRADE CHANGES MAY REQUIRE TREE WELLS OR WALLS." TMP 32-38A C/O GENERAL ASSOCIATION ACCOUNTING "TUNNELING OR TRENCHING PROPOSED BEYOND THE LIMITS OF CLEARING." ❑ 2. MARKING: JOSEPH M. AND P.O. BOX 27602 STATE CLEARLY ON THE PLAN THAT "ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR DOROTHY TERRY RICHMOND, VA 23261 RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE D.B. 1569 P. 410 4. CONTACT PERSON: TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING ALONG NORTH SIDE AS SHOWN AND PROVIDE KURT M. GLOECKNER, P.E., P.L.S. DEPARTMENT."' ZONED C-1 GLOECKNER ENGINEERING & SURVEYING, INC. 03. EQUIPMENT OPERATION AND STORAGE: 2246 IVY ROAD, SUITE 5 STATE CLEARLY ON THE PLAN THAT "HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION 16. PARKING CALCULATIONS: CHARLOTTESVILLE, VIRGINIA 22903 MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND EXISTING POLE PHONE: (804) 971-1591 PROTECTED." MOUNTED LIGHT FAX: (804) 293-7612 p4. EROSION CONTROL MEASURES AND STORMWATER MANAGEMENT FACILITIES: (TO BE REMOVED) 5, BOUNDARY LEGAL DESCRIPTION BY: TEMPORARY EROSION CONTROL MEASURES AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL GLOECKNER ENGINEERING/SURVEYING, INC. BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. EXISTING BUILDING AREA = 2,870.00 SQ. FT. TOTAL REQUIRED SPACES = 19.1 NUMBER OF ALLOWED SPACES = 20% OVER TOTAL REQUIRED SPACES 2246 IVY ROAD, SUITE 5 p 5. FIRES: CHARLOTTESVILLE, VA. 22903 STATE CLEARLY ON THE PLAN THAT "FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES AND V.D.O.T. RIGHT-OF-WAY TO BE PRESEFRVED AND PROTECTED." ".. / PIANS ❑ 6. TOXIC MATERIALS: STATE CLEARLY ON THE PLAN THAT "TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE 6. TOPOGRAPHIC INFORMATION BY: OF TREES TO BE PRESERVED AND PROTECTED." 4, GLOECKNER ENGINEERING & SURVEYING, INC. 07. PROTECTIVE FENCING: 9 c� 2246 IVY ROAD SUITE 5 � TREE PROTECTIVE FENCING SHALL BE SHOWN AND IDENTIFIED ON THE PLAN FOR ALL TREES THAT ARE TO BE PRESERVED AND CHARLOTTESVILLE, VIRGINIA 22903 PROTECTED AND ARE LOCATED WITHIN 40 FEET OF A PROPOSED BUILDING OR LAND DISTURBING ACTIVITY. STATE CLEARLY PHONE: (804) 971-1591 ON THE PLANT THAT "NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN FAX: (804) 293-7612 INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT." 7. MAGISTERIAL DISTRICT: RIVANNA 05 FEBRUARY' 2003 8. LEGAL INFORMATION: 08. TREE WELLS: 32 TMP 32-3781 WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIP -LINE OF A TREE TO BE PRESERVED AND PROTECTED, THE TMP PLAN SHALL ;SHOW, IDENTIFY, AND PROVIDE A DETAIL FOR A TREE WELL. IA BANK ❑ 9• TREE WALLS: S C NATIONAL ASSOCIATION WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIP -LINE OF A TREE TO BE PRESERVED AND PROTECTED, THE 2512 251 D.B. P. PLAN SHALL 'SHOW, IDENTIFY, AND PROVIDE A DETAIL FOR A TREE WALL. D.B. P 20 D.B. 562 PG. 540 (PLAT) ❑ 10. TRENCHING &TUNNELING: INDICATE ON THE PLAN WHERE TRENCHING AND TUNNELING WILL BE NECESSARY WITHIN THE LIMITS OF TREE PROTECTION THIS PROPERTY IS LOCATED AT OR BEYOND THE LIMITS OF CLEARING. STATE CLEARLY ON THE PLAN THAT "WHEN TRENCHING FOR ANY KIND OF �- OF THE SOUTHBOUND UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LANE OF U.S. ROUTE 29 LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL AND AIRPORT ROAD. MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED." 9. ZONING INFORMATION: ZONING DISTRICT = EC 011. DAMAGED TREES & COMPACTED ROOT ZONES: "ANY (ENTRANCE CORRIDOR) STATE CLEARLY ON THE PLAN THAT DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED TMP 32-38 AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION & SEDIMENT JACQUELINE I. HANSEN 10, PRESENT USE: BANK CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE TRUSTEE 11. PROPOSED USE: BANK SPECIALIST." D.B. 1421 P. 432 12. ABUTTING PROPERTIES: STATE CLEARLY ON THE PLAN THAT "SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE ZONED C-1 PRESERVED ASND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT TMP 32-41G ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL THE SOIL IS LOOSENED." KENNETH G. AND 012. REMOVAL OF TEMPORARY PROTECTIVE MEASURES: LINDA M. MAUPIN STATE CLEARLY ON THE PLAN THAT "TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL D.B. 562 P. 538 PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP." TMP 32-3782 COMPLETED BY: VIRGINIA OIL COMPANY. INC. I DESIGNER DATE D.B. 1183 P. 35 1, ,, H ®F � KURT M. GLOECKNER 11.6 5649 46, `710XAL a I 13. SETBACK INFORMATION: i NOTES: ADJACENT TO PUBLIC STREETS - NO PORTION OF ANY STRUCTURE, 1. EACH OUTDOOR LUMINAIRE, INSTALLED OR PROPOSED SINCE DWG. NAM E 0401700. DWG Jo = 19 + 3.8 = 23 SPACES (ALLOWED C S R CTION OF ANY PARTICULAR ITEM TO BE INSTALLED, NUMBER OF EXISTING SPACES TO REMAIN = 14 4, PAINT STRIPING IS TO INCLUDE ALL PARKING SPACES, NUMBER OF EXISTING SPACES TO BE REMOVED = 6 HANDICAPPED SPACES, STOP BARS, DIRECTIONAL ARROWS j' TOTAL PROPOSED NEW SPACES = 9 AND LETTERING INDICATED. �� 4� 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC TOTAL SPACES PROVIDED = 23 � 17. PARKING SPACE DIMENSIONS: � �� \�� pO�� ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF CONTROL DEVICES. PERPENDICULAR = 9' x 18' ��% '� c,� `ti TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELX REFLECT THE REQUIREMENTS 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 45' ANGULAR = 9' x 1s' S• =WORK TO BE PROVIDED BY V.D.O.T. ��% � `i• Y DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1s. THE CROSS SECTION OF PAVEMENT FOR THE INTERNAL �`' o' F'° '�• OF THE PERMIT. WHERE AN ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR 1� �' `J � 2. ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT 8 1926 ROAD AND PARKING SPACES WILL CONSIST OF: � t��% �.d �, �� `ti RDS OF VDOT UNLESS OTHERWISE NOTED THE CONSTRUCTION INDUSTRY {29 CFR PART ) A SURFACE = 1 1/2 S-5, � � •\\ e 1� SPECIFICATIbNS AND STANDA 9° FOR ALL HDPE STORM DRAIN PIPE INSTALLED AS PART OF TIRE DRAINAGE SYSTEM PROPOSED TO BE ABASE = 6" AGGR. BASE TYPE #21 OR 21 A, 6. UNLESS OTHERWISE NOTED ON SHEET LS -1 «� ® �J' g'�\ '� e 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED ACCEPTED AND MAINTAINED BY THE STATE HIGHWAY SYSTEM<: 1) A VIDEO CAMERA INSPECTION IS A COMPACTED SUBGRADE. ALL EXISTING TREES ANS SHRUBS �� , ,�� ,�� EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 19. PLAN PREPARED BY KURT M. GLOECKNER, P.E. & P.L.S. SHALL REMAIN. Q► � \O pc epi CONSTRUCTION. REQUIRED FOR ALL STORM SEWERS AND FOR CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT 20. TOTAL ACREAGE =PRE -DEVELOPMENT = 47,021.37 SQ.FT. (1.08 Ac.) 100.00 7. SEE PLAN FOR LOCATION OF TREE '� mak. �`�,�� '� ,,�D� 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM INSPECTIONS. THE VIDEO CAMERA INSPECTION SHALL BE MADE WITH A VDOT OR COUNTY INSPECTOR POST DEVELOPMENT' = 44,681.29 SQ.FT'. (1.02 Ac.) 100.00% PROTECTION FENCE. �� ' � \• Dc ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABL�I OBTAINABLE, LESSER SLOPES OF PRESENT; AND, 2 THE CONTRACTOR AND A REPRESENTATIWE FROM THE PIPE MANUFACTURER SHOULD 21. IMPERVIOUS AREA: PRE -DEVELOPMENT' = 23 96o.s1 SQ.FT. 0.55 AC. 50.96% 8. V.D.O.T,=VIRGINIA DEPARTMENT «i� C� �� .�. 3:1 OR BETTER ARE TO BE ACHIEVED. HOLD AN ON-SITE PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER POST DEVELOPMENT = 27,064.95 SQ.F'T. (0,62 AC.) 60.57% � 5�..��E'I" 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE (TIAL 22. OPEN SPACE =PRE -DEVELOPMENT = 23,060.56 SQ.FT. (0.53 ACRES) 49.04% ALBEMARLE COUNTY DIRECT OR OF ENGINEERING OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED REPRESENTATIVE SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE IN POST DEVELOPMENT = 17,616.34 SQ.FT. (0.40 ACRES) 39.43% �� NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. INSTALLATION. 13. SETBACK INFORMATION: NOTES: ADJACENT TO PUBLIC STREETS - NO PORTION OF ANY STRUCTURE, 1. EACH OUTDOOR LUMINAIRE, INSTALLED OR PROPOSED SINCE EXCEPT SIGNS, SHALL BE ERECTED CLOSER THAN THIRTY (3t0) FEET AUGUST 12, 1998, EQUIPPED WITH A LAMP THAT EMITS 3,000 1. EP=EDGE OF PAVEMENT TO ANY PIBLIC RIGHT-OF-WAY. NO OFF-STREET PARKING OR OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE �► 2. V.D.O.T.=VIRGINIA DEPARTMENT OF TRANSPORTATION LOADING SPACE SHALL BE LOCATED CLOSER THAN TEN (10) FEET TO AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY 3, V.D.O.T. WILL PROVIDE CONSTRUCTION ON ITEMS ANY PUBLIC RIGHT-OF-WAY. FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM 14. THE SITE IS NOT WITHIN A DRINKING WATER RESERVOIR WATERSHED. ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM OUTDOOR ALONG NORTH SIDE AS SHOWN AND PROVIDE 15. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE. LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE SPACES ON SOUTH SIDE AS SHOWN. 16. PARKING CALCULATIONS: RESIDENTIAL ZONING DISTRICT SHALL NOR EXCEED ONE HALF 4. LIMITS OF V.D.O.T. CONSTRUCTION PER REQUIRED NUMBER OF SPACES = 1 SPACE PER 150 SQ. FT. (1/2) FOOT CANDLE. 5. PROJECT 0649-002-158, C501 ALL WORK OUTSIDE OF PROPERTY LINE TO BE DONE BY V.D.O.T. EXISTING BUILDING AREA = 2,870.00 SQ. FT. TOTAL REQUIRED SPACES = 19.1 NUMBER OF ALLOWED SPACES = 20% OVER TOTAL REQUIRED SPACES 2. VDOT TO REPLACE AND RELOCATE WATER SERVICE. 3. ALL GRADES MUST BE FIELD VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY REPORTED TO THE ENGINEER PRIOR TO ON T U = 19 + 3.8 = 23 SPACES (ALLOWED C S R CTION OF ANY PARTICULAR ITEM TO BE INSTALLED, NUMBER OF EXISTING SPACES TO REMAIN = 14 4, PAINT STRIPING IS TO INCLUDE ALL PARKING SPACES, NUMBER OF EXISTING SPACES TO BE REMOVED = 6 HANDICAPPED SPACES, STOP BARS, DIRECTIONAL ARROWS j' TOTAL PROPOSED NEW SPACES = 9 AND LETTERING INDICATED. �� 4� 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC TOTAL SPACES PROVIDED = 23 � 17. PARKING SPACE DIMENSIONS: � �� \�� pO�� ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF CONTROL DEVICES. PERPENDICULAR = 9' x 18' ��% '� c,� `ti TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELX REFLECT THE REQUIREMENTS 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 45' ANGULAR = 9' x 1s' S• =WORK TO BE PROVIDED BY V.D.O.T. ��% � `i• Y DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1s. THE CROSS SECTION OF PAVEMENT FOR THE INTERNAL �`' o' F'° '�• OF THE PERMIT. WHERE AN ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR 1� �' `J � 2. ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT 8 1926 ROAD AND PARKING SPACES WILL CONSIST OF: � t��% �.d �, �� `ti RDS OF VDOT UNLESS OTHERWISE NOTED THE CONSTRUCTION INDUSTRY {29 CFR PART ) A SURFACE = 1 1/2 S-5, � � •\\ e 1� SPECIFICATIbNS AND STANDA 9° FOR ALL HDPE STORM DRAIN PIPE INSTALLED AS PART OF TIRE DRAINAGE SYSTEM PROPOSED TO BE ABASE = 6" AGGR. BASE TYPE #21 OR 21 A, 6. UNLESS OTHERWISE NOTED ON SHEET LS -1 «� ® �J' g'�\ '� e 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED ACCEPTED AND MAINTAINED BY THE STATE HIGHWAY SYSTEM<: 1) A VIDEO CAMERA INSPECTION IS A COMPACTED SUBGRADE. ALL EXISTING TREES ANS SHRUBS �� , ,�� ,�� EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 19. PLAN PREPARED BY KURT M. GLOECKNER, P.E. & P.L.S. SHALL REMAIN. Q► � \O pc epi CONSTRUCTION. REQUIRED FOR ALL STORM SEWERS AND FOR CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT 20. TOTAL ACREAGE =PRE -DEVELOPMENT = 47,021.37 SQ.FT. (1.08 Ac.) 100.00 7. SEE PLAN FOR LOCATION OF TREE '� mak. �`�,�� '� ,,�D� 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM INSPECTIONS. THE VIDEO CAMERA INSPECTION SHALL BE MADE WITH A VDOT OR COUNTY INSPECTOR POST DEVELOPMENT' = 44,681.29 SQ.FT'. (1.02 Ac.) 100.00% PROTECTION FENCE. �� ' � \• Dc ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABL�I OBTAINABLE, LESSER SLOPES OF PRESENT; AND, 2 THE CONTRACTOR AND A REPRESENTATIWE FROM THE PIPE MANUFACTURER SHOULD 21. IMPERVIOUS AREA: PRE -DEVELOPMENT' = 23 96o.s1 SQ.FT. 0.55 AC. 50.96% 8. V.D.O.T,=VIRGINIA DEPARTMENT «i� C� �� .�. 3:1 OR BETTER ARE TO BE ACHIEVED. HOLD AN ON-SITE PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER POST DEVELOPMENT = 27,064.95 SQ.F'T. (0,62 AC.) 60.57% � 5�..��E'I" 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE (TIAL 22. OPEN SPACE =PRE -DEVELOPMENT = 23,060.56 SQ.FT. (0.53 ACRES) 49.04% ALBEMARLE COUNTY DIRECT OR OF ENGINEERING OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED REPRESENTATIVE SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE IN POST DEVELOPMENT = 17,616.34 SQ.FT. (0.40 ACRES) 39.43% �� NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. INSTALLATION.