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Home My WebLink AboutWPO200500003 Plan - Stormwater Minor Amendment 2005-04-20MAGNETIC MERIDIAN 0 10 20 40 SCALE: 1"=20' 104-, 102 �._.. 100-----, 96w 91,1 NE"OLE MOUNTEIQ LIGHT 9 2 TMP 32-37132 VIRGINIA OIL COMPANY, INC. D.B. 1183 P. 35 ZONED C-1 NEW POLE MOUNTED LIGHT VICINITY MAP SCALE: 1"=2000' N EVt l MOUN Vil �9 Ct APPROVAL BLOCK ALBEMARLE COUNTY SERVICE AUTHORITY DATE DEPARTMENT OF ENGINEERING DATE PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ZONING DATE F`RE OFFICER DATE BUILDING OFFICIAL DATE TREE PROTECTION FENCE. INSTALL TMP 32-41G BEFORE ANY GRADING TAKES KENNETH G. AND PLACE, FENCE TO BE ORANGE LINDA M. MAUPIN SAFETY FENCING, INSTALLED USING D.B. 562 P. 538 STEEL FENCE POSTS AT 10'-0" O.C. ZONED C-1 DRIVEN 2'-0" (MIN) INTO GROUND. L uawummmm� 47'00'00"W EXISTING 12" WATEF -NEW CG -2 EXISTING POLE _ MOUNTED LIGHT (TO BE REMOVED) I 11111. NEW POLE MOUNTED LIGHT EXISTING 20.0' R.S.W.A. EASEMENT LINE N, w TMP 32-3781 WACHOVIA BANK NATIONAL ASSOCIATION D.B. 2512 P. 281 D.B. 645 PG. 20 D.B. 562 PG. 540 (PLAT) ZONED EC (ONE FOR EACH 1.080 ACRES NOTE 2 �° ° pu" j i I _-EXISTING CURB TO BE REMOVED R=12' EXISTING, POLE -MOUNTED LIGHT e a` (TO BE REMOVED) I RETAIN 3 EXIST. I � CM TO PEPLANT . ` V -,AS NEE"ED PER TRIC A-1) EXISTING CURB TO BE REMOVED EXISITING DI -3A r + : LANDSCAPE PLAN � ?'� 1 2 3 4 5 CONCRETE t M0�1S ~-- of (SEECHANNELS DETAIL P Q 1 NEW POLE NEW POLE MOURTED,I IGHT THIS SHEET) N 9 00' EXISTING CURB FIXTURE MOUNTED LIGHT (T. TO BE REMOVED �" -� FIXTURE ' NEW POLE '-► 1.0'XDO NMOUNTED LIGHT T, C. 9 W CLASS I moi. ENTER,OT SIGN FIXTURE RIP -RAP l (SEE DETAIL gyp. e DI -7A TOP: 95.0 THIS SHEET) ! ' E INV. 0 T-91.0 f �Q << EXIST TNG 8 9 10 11 p 1213 14 EXIST TNG 12 HE RIGHTY TURN ` , DUTY CH; ONLY" SIGN ° I -3 -r z+�.►y DRAIN `°�- �EMBAN ENT l 4.5 C plb'E. ,, `•..,,,' ` '�.`" ,..�' x x`..�r t �,,.�,,,,'�, X TOP BASIN SIZED TO x , v 11q' 4 X --- 0 Ell X® N P EXISTINGf 13E USED FOR I RAIN GAOUB RD f �Nv c DETENTION BIOD TEN 0 lN 65.0 -36 R.C.P. NEW POLE FILTER (SEE DETAIL) x,4 �' '-,EXISTING MOUNTED LIGHT h.„ t 70.V- 36i'PR.C.P. � �� FIXTURE RETAIN EXISTING f.� RCP �.� � ~-�"�.... � EXISTING SIGN CREPE MYRTLE AND I PIPE , 5o"`N TO REMAIN STORE -REPLANT AS f NEEDED PERSQ EXISTING LANDSCAPE PLAN GRA Q. -.0t q-- �` 4 DI -3B IN 0T .23 .. % ' O 547'00'00"Po GRASS \ 85.03' .� �� _- EXISTING 90 w 15" R.C.P. 4 g2- 2 EXISTING CREPE MYRTLE TO REMAIN!. TREE PROTECTION FENCE. INSTALL TREE PROTECTION FENCE. INSTALL STORE ANY GRADING TAKES � BEFORE ANY GRADING TAKES PLACE. FENCE TO BE ORANGE PLACE. FENCE TO BE ORANGE US. ROUTE 29 t SAFETY FENCING INSTALLED USING SAFETY FENCING INSTALLED USING cit 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 PLATS TMP 32--39 W.A. OR RACHEL K, MARSHALL D.B. 1639 P. 563 ZONED C-1 yam' 104 102 20.0' CLEANOUT a ��..s Q N COMPLETED CONSERVATION PLAN MEASiJRE DESCRIPTION DI -7A TOP=95.0 EXISTING 01. THE FOLLOWING ITEMS SHALL BE SHOWN AND IDENTIFIED ON THE PLAN: CLEAN-OUT WITH CURB _o (ONE FOR EACH TO BE NOTE 2 F.�. REMOVED 6" MAX 1 w •.;2. p' ,• 1 15" DETENTION PIPE TO EXISTING DI -38 LUCK BIO -FILTER w ;.•f: ;::. 'i h. NEW CG -2 CLEANOUT MIX OR TESTED AND THE BIOFILTER AND REQUEST AN "TUNNELING OR TRENCHING PROPOSED BEYOND THE LIMITS OF CLEARING." 00 C/O GENERAL ACCOUNTING NEW POLE cn P.O. BOX 27602 MOUNTED LIGHT 91.1 ...;. OVERFLOW STRUCTURE MAY BE 91.8 D.B. 1569 P. 410 4. CONTACT PERSON: I t 1.0' MIN.. THE SOIL MIX. A-1) EXISTING CURB TO BE REMOVED EXISITING DI -3A r + : LANDSCAPE PLAN � ?'� 1 2 3 4 5 CONCRETE t M0�1S ~-- of (SEECHANNELS DETAIL P Q 1 NEW POLE NEW POLE MOURTED,I IGHT THIS SHEET) N 9 00' EXISTING CURB FIXTURE MOUNTED LIGHT (T. TO BE REMOVED �" -� FIXTURE ' NEW POLE '-► 1.0'XDO NMOUNTED LIGHT T, C. 9 W CLASS I moi. ENTER,OT SIGN FIXTURE RIP -RAP l (SEE DETAIL gyp. e DI -7A TOP: 95.0 THIS SHEET) ! ' E INV. 0 T-91.0 f �Q << EXIST TNG 8 9 10 11 p 1213 14 EXIST TNG 12 HE RIGHTY TURN ` , DUTY CH; ONLY" SIGN ° I -3 -r z+�.►y DRAIN `°�- �EMBAN ENT l 4.5 C plb'E. ,, `•..,,,' ` '�.`" ,..�' x x`..�r t �,,.�,,,,'�, X TOP BASIN SIZED TO x , v 11q' 4 X --- 0 Ell X® N P EXISTINGf 13E USED FOR I RAIN GAOUB RD f �Nv c DETENTION BIOD TEN 0 lN 65.0 -36 R.C.P. NEW POLE FILTER (SEE DETAIL) x,4 �' '-,EXISTING MOUNTED LIGHT h.„ t 70.V- 36i'PR.C.P. � �� FIXTURE RETAIN EXISTING f.� RCP �.� � ~-�"�.... � EXISTING SIGN CREPE MYRTLE AND I PIPE , 5o"`N TO REMAIN STORE -REPLANT AS f NEEDED PERSQ EXISTING LANDSCAPE PLAN GRA Q. -.0t q-- �` 4 DI -3B IN 0T .23 .. % ' O 547'00'00"Po GRASS \ 85.03' .� �� _- EXISTING 90 w 15" R.C.P. 4 g2- 2 EXISTING CREPE MYRTLE TO REMAIN!. TREE PROTECTION FENCE. INSTALL TREE PROTECTION FENCE. INSTALL STORE ANY GRADING TAKES � BEFORE ANY GRADING TAKES PLACE. FENCE TO BE ORANGE PLACE. FENCE TO BE ORANGE US. ROUTE 29 t SAFETY FENCING INSTALLED USING SAFETY FENCING INSTALLED USING cit 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 PLATS TMP 32--39 W.A. OR RACHEL K, MARSHALL D.B. 1639 P. 563 ZONED C-1 yam' 104 102 2-3" DROF' FOR SEDIMENT -- CONCRETE CHANNEL WITH 3-4" MORTERED RIVER STONES EC -2 MATTING OPTIONAL SAND LAYER REVISIONS SEPTEMBER 23, 2004 DECEMBER 21, 2004 JANUARY 3, 2005 MARCH 15, 2005 CONCRETE CHANNEL N.T.S. CONCRETE CHANNEL 2.0' (TYP.) (SEE D TA �2.0'I iX ""'1 "'" CLASSS I RIP -RAF h► • 8.0' HEIGHT AS SHOWN,STABILIZED 3 ILEX GLABRA (INKBERRY) 20.0' CLEANOUT a ��..s Q N COMPLETED CONSERVATION PLAN MEASiJRE DESCRIPTION DI -7A TOP=95.0 SEED AND 01. THE FOLLOWING ITEMS SHALL BE SHOWN AND IDENTIFIED ON THE PLAN: CLEAN-OUT WITH SEE EC -2 MATTING (ONE FOR EACH WATERTIGHT CAP NOTE 2 TOP=95.8 UNDERDRAIN.) 6" MAX 1 w •.;2. p' ,• 1 15" DETENTION PIPE TO EXISTING DI -38 LUCK BIO -FILTER w ;.•f: ;::. 'i h. s.. ,'1 CLEANOUT MIX OR TESTED AND THE BIOFILTER AND REQUEST AN "TUNNELING OR TRENCHING PROPOSED BEYOND THE LIMITS OF CLEARING." APPROVED EQUIVALENT C/O GENERAL ACCOUNTING - INSPECTION AND APPROVAL OF' THE P.O. BOX 27602 .:':'•.:•.:`:•t I 91.1 ...;. OVERFLOW STRUCTURE MAY BE 91.8 D.B. 1569 P. 410 4. CONTACT PERSON: TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING 1.0' MIN.. THE SOIL MIX. GRAVEL BIORETENTION GRAVEL ........... -T�"� 2°. ❑ 3. EQUIPMENT OPERATION AND STORAGE: AREA UNDERGROUND MIN INV. !N CHARLOTTESVILLE, VIRGINIA 22903 (AASHTO M43, 1/2"-l") 91.00 WATER QUALITY DETENTION SWALE WRAPPED IN FABRIC (PLAN VIEW) 1 � ABOVE BOTTOM RAIN GARDEN DETAIL 6" NON -PERFORATED P.V.C, BIODETENTION OF PONDING FILTE' BASIN PIPE 01% SLOPE (MIN) NOTES: 1. SHRUB SPECIES PLANTINGS AS FOLLOWS: 3. BIOFILTERS MUST NOT BE 3 CORNUS STOLONIFERA STATE CLEARLY ON THE PLAN THAT "FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES INSTALLED UNTIL THE SITE IS (RED OSIER DOGWOOD) umflftlVW DETERMINED TO BE ADEQUATELY 2-3" DROF' FOR SEDIMENT -- CONCRETE CHANNEL WITH 3-4" MORTERED RIVER STONES EC -2 MATTING OPTIONAL SAND LAYER REVISIONS SEPTEMBER 23, 2004 DECEMBER 21, 2004 JANUARY 3, 2005 MARCH 15, 2005 CONCRETE CHANNEL N.T.S. CONCRETE CHANNEL 2.0' (TYP.) (SEE D TA �2.0'I iX ""'1 "'" CLASSS I RIP -RAF h► • 8.0' HEIGHT AS SHOWN,STABILIZED 3 ILEX GLABRA (INKBERRY) BY THE EROSION CONTROL AND WATER CLEANOUT a ��..s Q N COMPLETED CONSERVATION PLAN MEASiJRE DESCRIPTION ADJACENT TO PUBLIC STREETS - NO PORTION OF ANY STRUCTURE, C/0 GENERAL ACCOUNTING 01. THE FOLLOWING ITEMS SHALL BE SHOWN AND IDENTIFIED ON THE PLAN: T(P=100. 0 6.0' HEIGHT AS SHOWN, --- RESOURCES INSPECTORS. (ONE FOR EACH 12" HEAVY 11 DUTY TRENCH 3 BERBERIS KOREANA (BARBERRY) 4. THE CONTRACTOR SHALL CONTACT 4.0' HEIGHT AS SHOWN. THE WATER RESOURCES INSPECTOR UNDERDRAIN.) � DRAIN 2. PROVIDE 1.0' PONDING 24 HOURS PRIOR TO BACKFILLING LOADING SPACE SHALL BE LOCATED CLOSER THAN TEN (10) FEET TO WACHOVIA BANK CLEANOUT DEPTH TO THE CREST OF AN THE BIOFILTER AND REQUEST AN "TUNNELING OR TRENCHING PROPOSED BEYOND THE LIMITS OF CLEARING." TMP 32-38A C/O GENERAL ACCOUNTING OVERFLOW STRUCTURE. INSPECTION AND APPROVAL OF' THE P.O. BOX 27602 STATE CLEARLY ON THE PLAN THAT "ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR '15" RCP BERM=4.0' OVERFLOW STRUCTURE MAY BE UNDERDRAIN INSTALLATION AND D.B. 1569 P. 410 4. CONTACT PERSON: TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING D.I. IN SWALE (INDICATED) THE SOIL MIX. GRAVEL BIORETENTION PIPE - OR STONE WEIR DISCHARGING TO STABLE CHANNEL OR ❑ 3. EQUIPMENT OPERATION AND STORAGE: AREA CURTAIN BERM _DI 7A TQPOF GRATE STORM DRAIN. CHARLOTTESVILLE, VIRGINIA 22903 MATERIALS AND SOIL SHALL NOT BE PERIAITTED WITHIN THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND OVERFLOW TO 1.SCHA 'GE � INVERT IS 12 WATER QUALITY DETENTION SWALE MOUNTED LIGHT (PLAN VIEW) 1 � ABOVE BOTTOM RAIN GARDEN DETAIL MPORARA EROSION CONTROL MEASURES AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL TEMPORARY TO BIODETENTION OF PONDING FILTE' BASIN N.T.S. 2246 IVY ROAD, SUITE 5 N.T.S. Y CHARLOTTESVILLE, VA. 22903 STATE CLEARLY ON THE PLAN THAT "FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES umflftlVW AND V. D.O.T. RIGHT-OF-WAY CONSERVATION PLAN CHECKLIST Reviewed " PROJECT INFORMATION ❑ 6. TOXIC MATERIALS: "TOXIC r Communi opmentb 4 - 9-0 1. PROJECT NAME: OF TREES TO BE PRESERVED AND PROTECTED." PROJECT NAME: GLOECKNER ENGINEERING &SURVEYING, INC. ❑ 7• PROTECTIIVE FENCING: Date.. F1100: � WACHOVIA BANK SITE PLAN U.S. ROUTE 29 AND AIRPORT ROAD FIRM: CHARLOTTESVILLE, VIRGINIA 22903 PROTECTED AND ARE LOCATED WITHIN 40 FEET OF A PROPOSED BUILDING OR LAND DISTURBING ACTIVITY. STATE CLEARLY (- 2. OWNER OF LAND: ON THE PLAN THAT "NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN a FAX: (804) 293-7612 INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT." 7. MAGISTERIAL DISTRICT: RIVANNA 05 FEBRUARY 2003 BE NCHMA K WACHOVIA BANK QQ M NUMEN NATIONAL ASSOCIATION COMPLETED CONSERVATION PLAN MEASiJRE DESCRIPTION ADJACENT TO PUBLIC STREETS - NO PORTION OF ANY STRUCTURE, C/0 GENERAL ACCOUNTING 01. THE FOLLOWING ITEMS SHALL BE SHOWN AND IDENTIFIED ON THE PLAN: T(P=100. 0 P.O. BOX 2 "TREES TO BE PRESERVED AND PROTECTED." AUGUST 12, 1998, EQUIPPED WITH A LAMP THAT EMITS 3,000 "LIMITS OF CLEARING SHOWN NO CLOSER THAN THE OUTSIDE DRIP -LINE, BUT NOT LESS THAN 5 FEET FROM THE FACE, EP=EDGE OF PAVEMENT RICHMOND, VA 23261 VA 2 OF THE TREES TO PRESERVED AND PROTECTED." 100 3. APPLICANT: "LOCATION AND TYPE OF PROTECTIVE FENCING." LOADING SPACE SHALL BE LOCATED CLOSER THAN TEN (10) FEET TO WACHOVIA BANK "DETAILED GRADING INFORMATION IN AREAS WHERE GRADE CHANGES MAY REQUIRE TREE WELLS OR WALLS." 3. NATIONAL ASSOCIATION "TUNNELING OR TRENCHING PROPOSED BEYOND THE LIMITS OF CLEARING." TMP 32-38A C/O GENERAL ACCOUNTING 02, 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 KURT M. GLOECKNER, P.E., P.L.S. DEPARTMENT." ZONED C-1 GLOECKNER ENGINEERING & SURVEYING, INC. ❑ 3. EQUIPMENT OPERATION AND STORAGE: LIMITS OF V.D.O.T, CONSTRUCTION PER 2246 IVY ROAD, SUITE 5 STATE CLEARLY ON THE PLAN THAT "HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION CHARLOTTESVILLE, VIRGINIA 22903 MATERIALS AND SOIL SHALL NOT BE PERIAITTED WITHIN THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND EXISTING POLE PHONE: (804) 971-1591 PROTECTED." MOUNTED LIGHT FAX: (804) 293-7612 04. EROSION CONTROL MEASURES AND STORMWATER MANAGEMENT FACILITIES: (TO BE REMOVED) 5. BOUNDARY LEGAL DESCRIPTION BY: MPORARA EROSION CONTROL MEASURES AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL TEMPORARY TO GLOECKNER ENGINEERING/SURVEYING, INC. vOORDINr TE, SUCH THAT THEY SHI.L, AOT ADVERSELY AFFECT TREES BE PFESERVED AND ;PROTECTED. 2246 IVY ROAD, SUITE 5 ❑ 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 TO BE PRESERVED AND PROTECTED." AND V. D.O.T. RIGHT-OF-WAY PLANS ❑ 6. TOXIC MATERIALS: "TOXIC r STATE CLEARLY ON THE PLAN THAT MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE 6. TOPOGRAPHIC INFORMATION BY: OF TREES TO BE PRESERVED AND PROTECTED." GLOECKNER ENGINEERING &SURVEYING, INC. ❑ 7• PROTECTIIVE FENCING: b 9� 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 PLAN THAT "NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN a FAX: (804) 293-7612 INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT." 7. MAGISTERIAL DISTRICT: RIVANNA 05 FEBRUARY 2003 ►�j 8. LEGAL INFORMATION: ❑ 8. TREE WELLS: WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIP -LINE OF A TREE TO BE PRESERVED AND PROTECTED, THE ® TMP 32-3781 TMP 32 PLAN SHALL SHOW, IDENTIFY, AND PROVIDE A DETAIL FOR A TREE WELL. 0 IA BANK WACD.B. ❑ 9. TREE WALLS: CI NATIONAL ASSOCIATION WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIP -LINE OF A TREE TO BE PRESERVED AND PROTECTED, THE 2512 P. PLAN SHALL SHOW, IDENTIFY, AND PROVIDE A DETAIL FOR A TREE WALL. D.B. 645 PG. 20 ❑ 10. TRENCHING & TUNNELING: D.B. 562 PG. 540 (PLAT) INDICATE ON THE PLAN WHERE TRENCHIN 3 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 `'961 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: ❑ 11. DAMAGED TREES & COMPACTED ROOT ZONES: ZONING DISTRICT = EC (ENTRANCE CORRIDOR) STATE CLEARLY ON THE PLAN THAT "ANY 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 STATE CLEARLY ON THE PLAN THAT "SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE ZONED C-1 12. ABUTTING PROPERTIES: PRESERVED AND 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 ❑ 12. 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 32-37132 COMPLETED BY: VIRGINIA OIL COMPANY. INC. DESIGNER DATE D.B. 1183 P. 35 DATE JUNE 18, 2004 SCALE 1 "=20' t,1,TH GF, � l 5649 �SlorrAL �` ME Z� U QQ NOTES: ADJACENT TO PUBLIC STREETS - NO PORTION OF ANY STRUCTURE, 1. E CH OUTDOOR LUMINAIRE, INSTALLED OR PROPOSED SINCE o� �w EXCEPT SIGNS, SHALL BE ERECTED CLOSER THAN THIRTY (30) FEET AUGUST 12, 1998, EQUIPPED WITH A LAMP THAT EMITS 3,000 1. EP=EDGE OF PAVEMENT DWG. NAM E 0401700.DWG = 19 + 3.8 = 23 SPACES ALLOWED T ONSTR CTI 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 TOTAL PROPOSED NEW SPACES = 9 AND LETTERING INDICATED. Y EXISTING PUBLIC RIGHT-OF-WAY, INCLU)1NG CONNECTION TO 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC PROVIDED = 17. PARKING SPACE DIMENSIONS: �►� Q �\ Oy 1. PRIOR TO ANY CONSTRUCTION WITHIN AN FC TOTAL SPACES ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTME'JT OF CONTROL DEVICES. PERPENDICULAR = 9' x 1s' �� '� � �,`ti TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT fTHE REQUIREMENTS 7• UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE RE9NFORCED CONCRETE PIPE -CLASS III. 45' ANGULAR = 9' X i8' S. =WORK TO 13,E PROVIDED BY V.D.O.T. �� , Q''' \ OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE rERMIT SHALL GOVERN. UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR 1s. 7HE CROSS SECTION OF PAVEMENT FOR THE WTERNAL �� 2. ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT ROAD AND PARKING SPACES WILL CONSIST OF: SPECIFlCATI�NS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). � � �\�' i �� A SURFACE = 1 1 /2" S-5, 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED 9. FOR ALL HDPE STORM DRAIN PIPE INSTALLED AS PART OF THIE DRAINAGE SYSTEM PROPOSED TO BE ABASE = 6" AGGR. BASE TYPE #21 OR 21 A, 6. UNLESS OTHERWISE NOTED ON SHEET LS -1 � � 5� �'� e CCEPTED AND MAINTAINED BY THE STATE HIGHWAY SYSTEM: 1 A VIDEO Cf'�MERA INSPECTION IS A COMPACTED SUBGRADE. ALL EXISTING TREES ANS SHRUBS � 1r Gj co ,`�� e� o'� EROSION CONTROL PLAN AND SHALL BE INSTALLED PR10R TO ANY CLEARING, GRAI,ING OR OTHER A ) 1s. PLAN PREPARED BY KURT M. GLOECKNER, P.E. & P.L.S. SHALL REMAIN. � Q� � \o � ,,`ti 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 jc.<c. �`ti.,�o� �� ,�� 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED ANID MULCHEC, THE MAXIMUM INSPECTIONS. THE VIDEO CAMERA INSPECTION SHALL BE MADE WITH A VDOT t)R COUNTY INSPECTOR POST DEVELOPMENT = 44,681.29 SQ.FT° (1.02 AC.) 100.00% PROTECTION FENCE. �� +CL Cs \• �c ALLOWABLE SLOPE IS 2:1 HORIZONTAL: VERTICAL). WHERE REASONABLY! OBTAINAB_E, LESSER SLOPES OF PRESENT• AND 2 THE CONTRACTOR AND A REPRESENTATlVfE FROM THE PIPE MANUFACTURER SHOULD RVIOUS AREA: PRE -DEVELOPMENT = 23 960.81 S .FT. 0.55 AC. 50.96% 8. V.D.O,T.=VIRGINIA DEPARTMENT ��'' � '��' ..�,• 3:1 OR SETTER ARE TO BE ACHIEVED. HOLD AN ON-SITE PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER POST DEVELOPMENT = 27,064.95 SQ.FT. (0.62 AC.) 60.57% OF TRANSPORTATION � `I �u�� OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN EHE OPINION OF THE 22. OPEN SPACE =PRE -DEVELOPMENT = 23,060.56 SQ.FT. (0.,53 ACRES) 49.04% �l 5. PAVED, RIP -RAP REPRESENTATIVE SHOULD SPEND A MINIMUM OF TWO HOURS tON THE JOB SITE. DURING THE INITIAL �� ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, 0R THE DIRECTOR=S DESIGNEE, IT IS DEEMED INSTALLATION. POST DEVELOPMENT = 17,616.;14 SQ.FT. (0..40 ACRES) 39.43% NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. �y U 13. SETBACK INFORMATION: NOTES: ADJACENT TO PUBLIC STREETS - NO PORTION OF ANY STRUCTURE, 1. E CH OUTDOOR LUMINAIRE, INSTALLED OR PROPOSED SINCE EXCEPT SIGNS, SHALL BE ERECTED CLOSER THAN THIRTY (30) 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.C).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.G.T. WILL PROVIDE CONSTRUCTION ON ITEMS ANY PUBLIC RIGHT-OF-WAY. FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM14 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. PROJECT 0649-002-158, C501 EXISTING BUILDING AREA = 2,870.00 SQ, FT. 2. VDOT TO REPLACE AND RELOCATE WATER SERVICE. 5. ALL 'WORK OUTSIDE OF PROPERTY LINE TO BE DONE BY V.D.O.T. TOTAL REQUIRED SPACES = 19.1 NUMBER OF ALLOWED SPACES = 20% OVER TOTAL REQUIRED SPACES 3. ALL GRADES MUST BE FIELD VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY REPORTED TO THE ENGINEER PRIOR 0 CU ON OF ANY PARTICULAR ITEM TO BE INSTALLED! I> = 19 + 3.8 = 23 SPACES ALLOWED T ONSTR CTI 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 TOTAL PROPOSED NEW SPACES = 9 AND LETTERING INDICATED. Y EXISTING PUBLIC RIGHT-OF-WAY, INCLU)1NG CONNECTION TO 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC PROVIDED = 17. PARKING SPACE DIMENSIONS: �►� Q �\ Oy 1. PRIOR TO ANY CONSTRUCTION WITHIN AN FC TOTAL SPACES ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTME'JT OF CONTROL DEVICES. PERPENDICULAR = 9' x 1s' �� '� � �,`ti TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT fTHE REQUIREMENTS 7• UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE RE9NFORCED CONCRETE PIPE -CLASS III. 45' ANGULAR = 9' X i8' S. =WORK TO 13,E PROVIDED BY V.D.O.T. �� , Q''' \ OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE rERMIT SHALL GOVERN. UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR 1s. 7HE CROSS SECTION OF PAVEMENT FOR THE WTERNAL �� 2. ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT ROAD AND PARKING SPACES WILL CONSIST OF: SPECIFlCATI�NS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). � � �\�' i �� A SURFACE = 1 1 /2" S-5, 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED 9. FOR ALL HDPE STORM DRAIN PIPE INSTALLED AS PART OF THIE DRAINAGE SYSTEM PROPOSED TO BE ABASE = 6" AGGR. BASE TYPE #21 OR 21 A, 6. UNLESS OTHERWISE NOTED ON SHEET LS -1 � � 5� �'� e CCEPTED AND MAINTAINED BY THE STATE HIGHWAY SYSTEM: 1 A VIDEO Cf'�MERA INSPECTION IS A COMPACTED SUBGRADE. ALL EXISTING TREES ANS SHRUBS � 1r Gj co ,`�� e� o'� EROSION CONTROL PLAN AND SHALL BE INSTALLED PR10R TO ANY CLEARING, GRAI,ING OR OTHER A ) 1s. PLAN PREPARED BY KURT M. GLOECKNER, P.E. & P.L.S. SHALL REMAIN. � Q� � \o � ,,`ti 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 jc.<c. �`ti.,�o� �� ,�� 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED ANID MULCHEC, THE MAXIMUM INSPECTIONS. THE VIDEO CAMERA INSPECTION SHALL BE MADE WITH A VDOT t)R COUNTY INSPECTOR POST DEVELOPMENT = 44,681.29 SQ.FT° (1.02 AC.) 100.00% PROTECTION FENCE. �� +CL Cs \• �c ALLOWABLE SLOPE IS 2:1 HORIZONTAL: VERTICAL). WHERE REASONABLY! OBTAINAB_E, LESSER SLOPES OF PRESENT• AND 2 THE CONTRACTOR AND A REPRESENTATlVfE FROM THE PIPE MANUFACTURER SHOULD RVIOUS AREA: PRE -DEVELOPMENT = 23 960.81 S .FT. 0.55 AC. 50.96% 8. V.D.O,T.=VIRGINIA DEPARTMENT ��'' � '��' ..�,• 3:1 OR SETTER ARE TO BE ACHIEVED. HOLD AN ON-SITE PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER POST DEVELOPMENT = 27,064.95 SQ.FT. (0.62 AC.) 60.57% OF TRANSPORTATION � `I �u�� OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN EHE OPINION OF THE 22. OPEN SPACE =PRE -DEVELOPMENT = 23,060.56 SQ.FT. (0.,53 ACRES) 49.04% �l 5. PAVED, RIP -RAP REPRESENTATIVE SHOULD SPEND A MINIMUM OF TWO HOURS tON THE JOB SITE. DURING THE INITIAL �� ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, 0R THE DIRECTOR=S DESIGNEE, IT IS DEEMED INSTALLATION. POST DEVELOPMENT = 17,616.;14 SQ.FT. (0..40 ACRES) 39.43% NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. �y