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HomeMy WebLinkAboutSUB200500186 Plan - Approved Road Plan and Comps. 2006-06-27NOTE`: k/10(11KII A 1. THE ABBREVIATION V.D.O. T. MADE HERLAr I I -K REFERS TO 1 HL 1 1 1 DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO ALBEMARLE, VIRGINIA. T.TL Tl "ILLAC"."" Al 2. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT --OF INCLUDING CONNECTION TO ANY EXISTING ROAD, VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED i'Ar"E R 0'� A P ILE VDOT). 'THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT 'THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR X 7 A HE REQUIREMENTS OF THE PERMIT SHALL GOVERN. v_ff T ' 3. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE TAA MAP �j DEVELOPMENT WILL BE MADE BY THE COUNTY. *THE CONTRACTOR MUST c_ r U N'll NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN �4 *lk rARLET ADVANCE OF THE START OF CONSTRUCTION, ALI-JEM 161 4, ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 5. 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 CON- STRUCTION, 6. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL, THREE (3) COPIES OF THE -TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY, IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 7. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, 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. 8, SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT (ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO BOUNDARY LINE OR A NATURAL WATERCOURSE.) 9, GUARDRAIL LOCATIONS WHERE SHOWN HEREON ARE APPROXIMATE. EXACT LOCATION AND APPROPRIATE END TREATMENTS WILL BE 'FIELD DETERMINED- AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONSNOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED IT SHALL BE INSTALLED FOUR FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SIX FEET. 10, WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVE,,.AY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A,B, OR C). 11, WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIIAL DRIVEW.., ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 12. PAVED, RIP RAP, OR STAP]LIZATION_IONED DITCH MAY BE �MAT - REQUIRED TOSTABILIZE A DRAINAGE CHANNEL WHEN, IN THE C)PINION OFF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED NECESSARY. 13, A MINIMUM -CLEAR ZONE OF TEN ('10) FEET FROM THE EDGE OIF PAVE- MENT SHALL` BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 14. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER V/IDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT `.SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NIOT BE ALLOWED. 15. ALL. REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGN, ETC.) ART; TO BE FURNISHED AND INSTALLED BY THE Dc.VEL.OPER PRIOR TO ACCEPi�CE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY, ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AI\0, THE VIRGINIA MANUAL FOR U I VICENIFORM TRAFFIC CONTROL DE E S. THE LOCATIONS QF ALL SIGNSARE _aHLOW\t ON THE PLANS. THE DEVELOPER SHALL BE RE P SI BLE FOR MAINTENANCE- OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO -THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANC�E. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. CLEAN-OUT BICIFILTER CA (T`fPT)y\HT ALTERNATE DI -7 P ;EIC 3:1 SLOPE LOCATION TO (MAX) REPLACIF CLEAN-OUT SOD TURF SEE NOTE TOP Dl---/ =601.0 N.T.S.N Er'- 1 FROM cp TOP BANK DETENTION =602.0 BASIN *60aO 6�, 36.0"-15" R.C.P. DISCHARGE ....... ............... t E.......... ...... o) 1*0 STREAM ........... @ 2..4 % SLOPE 2 1/2'- 3' ....... 50% SAND 1.0' MIN 20% LEAF MULCH z7j 5. 0' MIN,- !NIV. IN=595.0 30% TOP SOIL 6" PERFORATED P.V.C. PIPE UNDERDRAIN GRAVEL SCHEDULE 40 OR EQUIVALENT (AASHTO M43, 1/2"--]") APPROVED BY ENIGINEER @17 WRAPPED IN FILTER FABRIC SLOPE (MIN,) TO D.I. OR STORM DRAIN. PROVIDE ACROSS ENTIRE WIDTH @' 20 FT. O.C. 12A, 12.0 & 18A VIRGINIA 1. PL kITING AS FOLLOWS: 9 RED MAPLES 1 1/2" CALIPER 12.0' -ON CENTER AS SHOWN, 8 RED OSIER DOGWOOD 2.0' GO) HEIGHT 24.0' --ON CENTER AS SHOWN. 8 BERBERIS KOREANA (BARBERRY) ---- (D 4.0' HEIGHT 24.0' -ON CENTER AS SHOWN. 2. PROVIDE 1.0' PONDING DEPTH,,TO THE CREST OF AN OVERFLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE D.I. IN SWALE (INDICATED) OR STONE WEIR DISCHARGING 'TO STABLE CHANNEL OR STORM DRAIN. 3. BlOFILTERS MUST NOT BE INSTALLED UNTIL THE SITE IS DETERMINED TO BE ADEQUATELY STABII - IZED BY THE EROSION CONTROL AND WATER RESOURCES INSPECTORS. VICINITY MAP SCALE:; 1„'=1000'=10001 4, THE CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL 0F THE UNDERDRAIN INSTALLATION ANID THE SOIL MIX. 5. THE BIOFILTER SOIL MIX WILL BE "LUCK 810 -FILTER MIX" OR A TESTED EQUIVALENT APPROVED BY 'THE COUNTY ENGINEER. 6. BIOFILTERS MUST NOT BE INSTALLED UNTIL 'THE SITE IS DETERMINED TO BE ADEQUATELY STABILIZED (BY THE EROSION CONTROL AND WAT7ER RESOURCES INSPECTORS. 7. CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING, THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDER -DRAIN INSTALLATION AND THE SOIL MIX. OPTIONAL DISCHARGE FROM SAND DETENTION] BASIN LAYER 11, 1p 41 41 AV, LENGTH =97.0' CLEANOUT (ONE FOR 1 % 12' 5.5 EACH UNDERDRAIN 0 W=22.0' DI -7A 41 TOP OF GRATE �. 5.5' 1-24' INVERT IS + 12%, BERM=6.0' 81)-10" �GRASS K ABOVE BOTTOM SOD OF PONDING BASIN TO DISCHARGE GRAVEL CURTAIN F i T __1 36.0'-'15" RCP BERM DRAIN OVERFLOW BIORETENTION B10FILTER A RE I A IINIV. OUT=594.0 PLAN VIEW N.T.S. BAT. DETAILS FOR STATE ROAD N.T.S. FILL WITH GUARD RAIL SHOULDER=5,0' GUARD RAIL 3 FILL 16. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION VALIDATION. SHOULD THE FINAL PLAT FOR: THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 17. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED EJY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THE IN':)'I­ALLATION THEREOF SMALL CONFORM TO "ALBEMARLE CQIJNTY STREET NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF TIIIIE SIGNS UNTIL THE ROADS HAV> BEEN ACCEPTED INTO FHrE STATE SECONDARY ROAD SYSTEM. 18. TRAFFIC CONTROL OR OTHER 'RE(' 3ULA_F0,RY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE ?EVELOPER WHEN, IN THE 0PIf1J1ON OF THE DIRECTOR OF ENGINEERING OR (HIS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PRO, IDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGUL,",fORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFOO TRAFFIC CONTROL DEVICES, LATEST EDITION. 19. SITE IS NOT WITHIN THE WATI{RFSHED OF THE SOUTH FORK RIVANNA RESERVOIR, UPSTREAM OF THffl' PROPOSED LICKINGHOLE CREEK IMPOUNDMENT. 20. THIS SITE IS NOT LOCATED Y -(THIN THE LIMITS OF THE '100 YEAR FLOOD PLAIN AS DESIGNATED BY Tllj NATIONAL FLOOD INSURANCE PROGRAM. 1 21. THE LOCATION OF EXISTING L[FILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NCIT NECESSARILY SHOWN ON TI­IrE PLANS AND WHERE SHOWN ARE AN ONLI I APPROXIMATELY CORRECT, THE CONTRACTOR SHALL ON HIS qWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS CESSARY. 22. THE CONTRACTOR SHALL BE �ESPONSIBLE FOR NOTIFYING "MISS pv,14�)C_ Gptq FAIj"5 UTILITY" (1-800-552-7001). APPROVED 2.3. CERTIFICATION THAT 957. COIIPACTION IS OBTAINED SHALL E3f�- WflWAlbemarle County PROVIDED FOR ALL FILL AREA? UNDER ROADWAY LINES AND comm ilk Cr, - * Ds"lapmnt Depadment APPUIRTENAN E.S. THIS CERT (CATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST. TIE CERTIFICATION SHALL STATE THE r Fb EXACT AREA THAT TC HE ERTIICATION APPLIES TO. 24. ALL RESIDENTIAL DRIVEWAY I ENTRANCES SHALL CONFORM -TO V.D.O.T. STANDARD PE -1. 25. CO'INITRACTOR SHALL FIELD Vil IFY LENGTH OF ALL STORM DRAINAGE PIPE, CROSS SLOPES SHALL BE M)INTAINED AS SHOWN. 26. SPEED LIMIT POSTING TO BE DETERMINED BY VDOT PRIOR -1-0 ROAD ACCEPTANCE. 27. ALL MATERIALS AND CONSTRICTION] METHODS SHALL CONFORM TO CURRENT SPECIIFICATIONS AND STANDAR.S OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COM LY WITH OSHA ,STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 192.,,. 28. PAVED OR RIP -RAP LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL, NNEL, WHEN IN THE OPIP�ON � OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED '�'ECr_SSARY. 29. BENECHMARK=2 NAILS il\!,.DASS OF 'TRIPLE OAK ELEVATION=712.0 DATu&f ASSJMED 30. STAINDARD CD--l.-IJR CD --2 UqDERDRAII,,l IS REQUIRED AT ALL, CUT AND FILL TRANSITIONS AND GRADE SACC POINTS. -31, A VIIDEC)-G'AMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CLJL�VLkTS 'THAT ARE DEEIVIED(IIAACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT' MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALIBE CONDUCTED IN ACCORDANCE WITH 'Ir - I VDOT'S VIDEO CAMERA INSPECTION PZOCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDI�ION, IF HIGH-DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FRONVI THE PIPE MANUFACTUFZR SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. JTHE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF 'TWO HOURS ON [HE JOBSITE DURING THE INITIAL. INSTALLATION. 32. ALL UNDERDRAINS' AND CROS' DRAINS SHALL BE INSTALLED AS DIRECTED DURING FIELD INSPECTIONS 71ROU(3HOUT THE CONSTRUCTION PERIOD, 33. DRIVEWAYS ON LOTS 5, 6, _8 , 9, 10, & 11 WILL BE CONSTRUCTED THROUGH THE STREAM BUFF�.S AT THE SAME TIME AS THE PUBLIC ROADS. i� 34. THE DEVELOPER SHALL RESEIVE THE RIGHT ToJ llfSTALL, MAIN -FAIN, REMOVE AND/OR CONVERT TO PERMANENT S)T4RMWATER MANAGEMENT FACILITIES (WHERE APPLICABLE) ALL EROSION CONTROL- MEAGRE`; REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. I REVISIONS JANUARY 18, 2006 MARCH 7, 2006 APRIL 28, 2006 MAY 9, 2006 DATE NOVEMBER 9, 2005 50,0' 9.0' .0 n' SURFACE 2" SM -9.5A . I WNW 7-7 7 4 4 - SUB -BASE MIN, CBR=10 ROAD CROSS SEC! N.T.S. 9.0, 6"#21/21A / AGER. BASE WITH COVERED PRIME COAT 1": 1 1 JOB NUMBER . 05-015-00 DWG. NAM E 050150ORD.DWG ,o 4 AA1 YS W 0-1- -4 66) 66 41AI 0 Oa r,ry SITE oZ 1� o 9, 1. PL kITING AS FOLLOWS: 9 RED MAPLES 1 1/2" CALIPER 12.0' -ON CENTER AS SHOWN, 8 RED OSIER DOGWOOD 2.0' GO) HEIGHT 24.0' --ON CENTER AS SHOWN. 8 BERBERIS KOREANA (BARBERRY) ---- (D 4.0' HEIGHT 24.0' -ON CENTER AS SHOWN. 2. PROVIDE 1.0' PONDING DEPTH,,TO THE CREST OF AN OVERFLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE D.I. IN SWALE (INDICATED) OR STONE WEIR DISCHARGING 'TO STABLE CHANNEL OR STORM DRAIN. 3. BlOFILTERS MUST NOT BE INSTALLED UNTIL THE SITE IS DETERMINED TO BE ADEQUATELY STABII - IZED BY THE EROSION CONTROL AND WATER RESOURCES INSPECTORS. VICINITY MAP SCALE:; 1„'=1000'=10001 4, THE CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL 0F THE UNDERDRAIN INSTALLATION ANID THE SOIL MIX. 5. THE BIOFILTER SOIL MIX WILL BE "LUCK 810 -FILTER MIX" OR A TESTED EQUIVALENT APPROVED BY 'THE COUNTY ENGINEER. 6. BIOFILTERS MUST NOT BE INSTALLED UNTIL 'THE SITE IS DETERMINED TO BE ADEQUATELY STABILIZED (BY THE EROSION CONTROL AND WAT7ER RESOURCES INSPECTORS. 7. CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING, THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDER -DRAIN INSTALLATION AND THE SOIL MIX. OPTIONAL DISCHARGE FROM SAND DETENTION] BASIN LAYER 11, 1p 41 41 AV, LENGTH =97.0' CLEANOUT (ONE FOR 1 % 12' 5.5 EACH UNDERDRAIN 0 W=22.0' DI -7A 41 TOP OF GRATE �. 5.5' 1-24' INVERT IS + 12%, BERM=6.0' 81)-10" �GRASS K ABOVE BOTTOM SOD OF PONDING BASIN TO DISCHARGE GRAVEL CURTAIN F i T __1 36.0'-'15" RCP BERM DRAIN OVERFLOW BIORETENTION B10FILTER A RE I A IINIV. OUT=594.0 PLAN VIEW N.T.S. BAT. DETAILS FOR STATE ROAD N.T.S. FILL WITH GUARD RAIL SHOULDER=5,0' GUARD RAIL 3 FILL 16. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION VALIDATION. SHOULD THE FINAL PLAT FOR: THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 17. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED EJY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THE IN':)'I­ALLATION THEREOF SMALL CONFORM TO "ALBEMARLE CQIJNTY STREET NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF TIIIIE SIGNS UNTIL THE ROADS HAV> BEEN ACCEPTED INTO FHrE STATE SECONDARY ROAD SYSTEM. 18. TRAFFIC CONTROL OR OTHER 'RE(' 3ULA_F0,RY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE ?EVELOPER WHEN, IN THE 0PIf1J1ON OF THE DIRECTOR OF ENGINEERING OR (HIS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PRO, IDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGUL,",fORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFOO TRAFFIC CONTROL DEVICES, LATEST EDITION. 19. SITE IS NOT WITHIN THE WATI{RFSHED OF THE SOUTH FORK RIVANNA RESERVOIR, UPSTREAM OF THffl' PROPOSED LICKINGHOLE CREEK IMPOUNDMENT. 20. THIS SITE IS NOT LOCATED Y -(THIN THE LIMITS OF THE '100 YEAR FLOOD PLAIN AS DESIGNATED BY Tllj NATIONAL FLOOD INSURANCE PROGRAM. 1 21. THE LOCATION OF EXISTING L[FILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NCIT NECESSARILY SHOWN ON TI­IrE PLANS AND WHERE SHOWN ARE AN ONLI I APPROXIMATELY CORRECT, THE CONTRACTOR SHALL ON HIS qWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS CESSARY. 22. THE CONTRACTOR SHALL BE �ESPONSIBLE FOR NOTIFYING "MISS pv,14�)C_ Gptq FAIj"5 UTILITY" (1-800-552-7001). APPROVED 2.3. CERTIFICATION THAT 957. COIIPACTION IS OBTAINED SHALL E3f�- WflWAlbemarle County PROVIDED FOR ALL FILL AREA? UNDER ROADWAY LINES AND comm ilk Cr, - * Ds"lapmnt Depadment APPUIRTENAN E.S. THIS CERT (CATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST. TIE CERTIFICATION SHALL STATE THE r Fb EXACT AREA THAT TC HE ERTIICATION APPLIES TO. 24. ALL RESIDENTIAL DRIVEWAY I ENTRANCES SHALL CONFORM -TO V.D.O.T. STANDARD PE -1. 25. CO'INITRACTOR SHALL FIELD Vil IFY LENGTH OF ALL STORM DRAINAGE PIPE, CROSS SLOPES SHALL BE M)INTAINED AS SHOWN. 26. SPEED LIMIT POSTING TO BE DETERMINED BY VDOT PRIOR -1-0 ROAD ACCEPTANCE. 27. ALL MATERIALS AND CONSTRICTION] METHODS SHALL CONFORM TO CURRENT SPECIIFICATIONS AND STANDAR.S OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COM LY WITH OSHA ,STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 192.,,. 28. PAVED OR RIP -RAP LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL, NNEL, WHEN IN THE OPIP�ON � OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED '�'ECr_SSARY. 29. BENECHMARK=2 NAILS il\!,.DASS OF 'TRIPLE OAK ELEVATION=712.0 DATu&f ASSJMED 30. STAINDARD CD--l.-IJR CD --2 UqDERDRAII,,l IS REQUIRED AT ALL, CUT AND FILL TRANSITIONS AND GRADE SACC POINTS. -31, A VIIDEC)-G'AMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CLJL�VLkTS 'THAT ARE DEEIVIED(IIAACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT' MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALIBE CONDUCTED IN ACCORDANCE WITH 'Ir - I VDOT'S VIDEO CAMERA INSPECTION PZOCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDI�ION, IF HIGH-DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FRONVI THE PIPE MANUFACTUFZR SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. JTHE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF 'TWO HOURS ON [HE JOBSITE DURING THE INITIAL. INSTALLATION. 32. ALL UNDERDRAINS' AND CROS' DRAINS SHALL BE INSTALLED AS DIRECTED DURING FIELD INSPECTIONS 71ROU(3HOUT THE CONSTRUCTION PERIOD, 33. DRIVEWAYS ON LOTS 5, 6, _8 , 9, 10, & 11 WILL BE CONSTRUCTED THROUGH THE STREAM BUFF�.S AT THE SAME TIME AS THE PUBLIC ROADS. i� 34. THE DEVELOPER SHALL RESEIVE THE RIGHT ToJ llfSTALL, MAIN -FAIN, REMOVE AND/OR CONVERT TO PERMANENT S)T4RMWATER MANAGEMENT FACILITIES (WHERE APPLICABLE) ALL EROSION CONTROL- MEAGRE`; REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. I REVISIONS JANUARY 18, 2006 MARCH 7, 2006 APRIL 28, 2006 MAY 9, 2006 DATE NOVEMBER 9, 2005 50,0' 9.0' .0 n' SURFACE 2" SM -9.5A . I WNW 7-7 7 4 4 - SUB -BASE MIN, CBR=10 ROAD CROSS SEC! N.T.S. 9.0, 6"#21/21A / AGER. BASE WITH COVERED PRIME COAT 1": 1 1 JOB NUMBER . 05-015-00 DWG. NAM E 050150ORD.DWG ,o DATE INOVEMBER 9, 2005 SCALE 1 "=50' tjff H op—'*, I k;�x ll 0 KURT M. GLOECKNER .5649 ONAL JOB NUMBER 05-015-00 DWG. NAME 050150ORD. DING DATE NOVEMBER 9, 2005 KURT M. CLOECXNM ssA, 05 -015-00 DWG. NAM E 050150ORD.DWG ,,o /0 PYI STA 22+50 PM ELEV 602.22 A.D. 7,70 K = 8.96 0 + rw rn 7 fCl z < < -r [CIZ 0 Ln U.. Ln LCL r) L 00 C-) V) 0- Lin + <(.) + C6 LJ Q4- < --1 0 :D N ry (f) C) > > (A C) LL- LLJ Ld Li V) �,307 STA. 22+88-76 PIP'E 7 --8 0 CQ eq Lo QQ CNI (o LLO, ro C'n Lo C6 aD 0 0 1;— co 00 Ln 0 Lo w Q0 (o (o to w w CO Log - DATE NOVEMBER 9, 2005 KURT M. CLOECXNM ssA, 05 -015-00 DWG. NAM E 050150ORD.DWG ,,o 682 679 677 676 DATUM` -EL67 07 FINISHED GRADE FINISHED FINIS GRADE C. .... ..... ... -SHED GRADE co ii ray. z k) EXIS 11 N AD GRADE W'7 7 77TA. (J) +40 ES --1 INV. OU =676.5 00 (n �4- — QD '4- r- 04 L0 0r6 co 6 aj co 0000 d 06 0011- 6 06 CO 10+00 '104-10 .10+20 10+30 STQRM PIPE 1-2 PROFILE HORIZONTAL SCALE: 1"=-10' VERTICAL SCALE: 1"=2 682 681 679 679 678 677 676 DATUM EL.67 675.00 C6 CD 10+40 559 653' 657 650 6-35 654 653 DA TUtif ELE V 652 00 10+00 10+10 10+20 1 o+ 30 STORM PIPE 3-4 PROFILE HORIZONTAL 'CALE: 1"=10' VERTICAL SCALE: 1"=2' 660 659 658 657 656 1655 654 653 DA T&W Er.,g'V 651-P 00 0 10+40 632 631 63 62 628 627 626 625 624 623 622 621 DA TUv ELE V 620.00 FINISHED GRADE FINIS xa -SHED GRADE EXIS 11 N AD GRADE z # STA. 1 C+40 ES -1 INV, OUT=654.5 T) ko 000 C-1 It 0 0) Lo cd U-) r--- Lo Lo r- 10+00 10+10 10+20 1 o+ 30 STORM PIPE 3-4 PROFILE HORIZONTAL 'CALE: 1"=10' VERTICAL SCALE: 1"=2' 660 659 658 657 656 1655 654 653 DA T&W Er.,g'V 651-P 00 0 10+40 632 631 63 62 628 627 626 625 624 623 622 621 DA TUv ELE V 620.00 10+00 10-FIIO 10+20 1 O -P .30 10+40 S'T0RM PIPE 5-6 PROFILE HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: I"=2' I 01-)Z 63'1 630 629 628 627 026 625 624 623 622 621 DATUM ELE V 620.00 104-40 10+56 TOP M PIPE 7-8 PROFILE HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1))=--21 REVISIONS JANUARY 18, 2006 PAARCH 7, 2006 APRIL 28= 2006 MAY 9, 2006 DATE NOVEMBER 9, 2005 224.0`- or R.C.p_rg,22 EXISTING GRADE 582 STA. 12+24 EW- 2PC DATUM ELEK INV. OUT=5 580.00 r -Uo 0) N r- (D U-)) moo co V) m 0) -'t r- 0 (00 w 0 Co 2 0 Lo C) n 0 09 0 ro m co C %4 0 cor) v- 0 0) L6 406 © C3 ob - 'Si 0 co 0 co C) 000 co 0 000 00 C) co 0 co 0 00 a) co 0) CO 07 000) 00 00 ()0 00 00 co 00 0) 00 (3). OQ 0) 000) Lo W Ln Lo (0 Ln (,C) Lf) (D to (6 Lo tf) Lo Lo Lf) LO Lo Lo Lr) L0 Lo Lo 1.0 Lf) Ln L0 U-� Lc) (f) Lo tf) u) L0 (o 10+00 10+10 10+20 10+30 10+40 10+50 '10+60 10+70 10+80 10+90 '11+00 11+110 '114.20 111+30 114-40 11+50 '11+60 11+70 11+80 11+90 12+00 12-1-10 '12+20 12+24 KURT M. GLOECKNER 5649 X�`SIGNAL F0 JOB NUMBER 05-015-00 DWG, NAM E 050150ORD.DWG oo FINIS xa -SHED GRADE EXIS 11 N GRADE 0 STA. 10+56 ES-- 1 INV. OUT=, 6 2.0 Lo co !X) -4- Lo 0 m 0 kc) 00 n Lf) U) r- 0 0 co 0 03 C-11 cy; K) CA n C14 ff Cwt Lc; C14 CNN Q3 'r CA C14 r'i f -i CA 04 (.0 W(o (OW Cil (0 10+00 10-FIIO 10+20 1 O -P .30 10+40 S'T0RM PIPE 5-6 PROFILE HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: I"=2' I 01-)Z 63'1 630 629 628 627 026 625 624 623 622 621 DATUM ELE V 620.00 104-40 10+56 TOP M PIPE 7-8 PROFILE HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1))=--21 REVISIONS JANUARY 18, 2006 PAARCH 7, 2006 APRIL 28= 2006 MAY 9, 2006 DATE NOVEMBER 9, 2005 224.0`- or R.C.p_rg,22 EXISTING GRADE 582 STA. 12+24 EW- 2PC DATUM ELEK INV. OUT=5 580.00 r -Uo 0) N r- (D U-)) moo co V) m 0) -'t r- 0 (00 w 0 Co 2 0 Lo C) n 0 09 0 ro m co C %4 0 cor) v- 0 0) L6 406 © C3 ob - 'Si 0 co 0 co C) 000 co 0 000 00 C) co 0 co 0 00 a) co 0) CO 07 000) 00 00 ()0 00 00 co 00 0) 00 (3). OQ 0) 000) Lo W Ln Lo (0 Ln (,C) Lf) (D to (6 Lo tf) Lo Lo Lf) LO Lo Lo Lr) L0 Lo Lo 1.0 Lf) Ln L0 U-� Lc) (f) Lo tf) u) L0 (o 10+00 10+10 10+20 10+30 10+40 10+50 '10+60 10+70 10+80 10+90 '11+00 11+110 '114.20 111+30 114-40 11+50 '11+60 11+70 11+80 11+90 12+00 12-1-10 '12+20 12+24 KURT M. GLOECKNER 5649 X�`SIGNAL F0 JOB NUMBER 05-015-00 DWG, NAM E 050150ORD.DWG oo 3, - 1'/1 - --------- - {{I I I I I{ i t it I! II it II ! U ULA GR -2A I:yz" pos f SPACING) It-` Y4" DIA HOLE - 3 Y-, " DIA H UES 0 CRT POST 6 3" A LJ GR ­2 (13'-3" POST SPACING, NOTES GUMDRAN -LOCATIONS SHOWN ON PLANS jVRE. APPROXIMATE ONLY AND CAN BE ArIJUSFIED DURING CONSTRUCTION IF AND AS OIRECTE,'D BY TETE ENGINEER. FOR DETAILS OF POST AND BLOCKOtirS SEE SHEET NO. 501.05 FOR DETAILS OF RAIL ELFMWNT, RN! SP'..Klr_ JOINT,W-BEAM BACK-UP PLATE., AND A,SSOCIATED HARIMNiE SEE SrIEFT NOS, 5011.01 AND 501.02. THE MAXIMUM DYNAMIC DEFLECTION' FOR STANDARD CR -2 IS 3 FEET, Ml) 2 FE -Fr vuiR GR -2A, RAIL ELEMENTS ARE FURMSHE'D SHOP CURVE) FOR (RADII BE'T'WEEN FEET AND 150 FEET. SHEET r I OF 2 STANDARD .O ED -OUT W BE GUARDRAL (STRONG POST SYSTEM) VIRGINIA DEPARIMENT OF fRAVIISPORTATioN GIR-6 BEND LOWER W -BEAM RAIL UEHI 0 POST AND 1 .1,11 .�­, 11- _­ - Arr I PAY lumirs STANDARD GR -2 WHERE DOUBLE I PAY LIMITS 11TA10,1RD CR -6 RAL IS REQUIRED MULTIPLY LENGTH BY 2 MINIMUM TO THE HAZ,.W'D___] _dRi CUT/FILL BREAK POST SPAC16G MAY, TO DITCH LINE TOE OF DITCH SLOPE EDGE 01 F GRADED SHOULDER SEEElip A14cH01_1AGE 0E'-AJL B OR, C SHEET 501.10 IT MIN FOR CONCRETE POST I." EDGE OF TRAWEL LANE --J EDGE OF TRAVEL LANE—/ BE CUT To FIT POST SHAPE 7Q PREVEtIl Bi-OCKOUT FROM PLAN 711_9EA.M RML HEIGHT WNST,*Ir RELATIVE TO ROADWAY W -BEAM RAL r0 END ANCHORAGE \ _ATTACH LOWER fi IN-BEm To PR�DEILE GRADE SEE NOTES 1, 2 Yx 4 _ -JAPER SEE NOTES 3 & 4 POST WITH 5/jj" DRILL - E-x I 4- _T_ ............ `7- Y4" 2 ONCRETE DID ANCHORAGE MAY DE USED It4 SEEElip A14cH01_1AGE 0E'-AJL B OR, C SHEET 501.10 IT MIN FOR CONCRETE POST I." POST MAY BE HO ROLLED OR WELDED. BE CUT To FIT POST SHAPE 7Q PREVEtIl Bi-OCKOUT FROM Y, ,?O, A TING \ _ATTACH LOWER fi IN-BEm To POST IF PLATE IS BOLTED TO POST USE G. 4 X 1Y-, " I. G HEX HEAD BOLTS w/ HEX TOE OF i i DITC H POST WITH 5/jj" DRILL - SLOPE HEX BOLT P 7Abl,. ; DRILL %L " HOLES IN PLATE OR IN POST FLANGES. Y4" 2 ONCRETE DID ANCHORAGE MAY DE USED It4 G"x 8"x1`2" TREATED PINE BLK OR RECYCLED OCMATERIAL. 2" TREATED PINE BLOCK OR Y4' 4 1 8" HOLES 1_7 I g- RECYCLED MAIFRIAl 4# 4 DEFORMED 9 x8 xl' 2"REINFORCE[) BARS 7 PTlt 4" LESS THAN REA_lEfTHANHEIGHT OF POST �'i 0'_� OR < _j Z Ld 0 I _LF II BLOCKOUT FOR MAINTENANCE REPAIR ONLY MA `,Ri�ter 9_3 GA, IN IRE 6"x8l 'Y'V-2" LESS IHAN V- 0" iD�E ' S TO BE STIRRUPS TREATED F30L F , 1 CA�it I,,' POST LAPPED 10" �4 BACK -U, BLOCK OR SPACING C' Vim' ER VARIES 51, )h , Op 31 011 TO V-0-1 C -C -2 - (:) PL,,,rE AT NON RECYCLED MArERIA! ___, ilF_r. (Y� 7` TO fS,'-O SPECIFIC POST POST SPECIFIC' OF p, )S, 'E SPLIC LOCATIONS, W6xB.5 OR LF: I�G TO BE. GUARDRAL �:HAMF ER F.fAr BE REQUIRED W6x,) BASED ON SOIL CONDITIONS ATFE �-XTFNDED ENTIRE WITH C, THE SITE E NO T h OF POST AT ,ff, )P EON ?F- mi: STEE� BLOCKOu'l I OPHONAL HOLE LE TO FACILIT.Ar1E-_ --HOLES f ABRICA FOR . IN POSTS 0)4F ER / AND BRACKETS DETAIL A u. RNERS 17 ALL CONCRETE SHAL- E3v CLASS A-3. TO BE Y4" DIA, Fri I GUARDRAIL INSTALLATION CONCRETE POST STEEL PO'3.'r SITES REQUIRING LONGER GUARDRAIL POSTS _8" DIA_ MTPJ. I f NO F F S: t /AL1 BOL TS, NUTS, WA�IEHS, AND OTHER 1 8'. 811�� STEEL ITEMS ARE: -To BE GALM41ZE15 7-- -r-__ 2, ALTERNATE TYPE POSTS AND BLOCK010 'MAY BE INTERCHANGED ON ANY ONE PROJECT WITH THE RESTRICTION THAT THE SAW TYPE OF 418" BOIL, 901, r POST AND 9LOCKOUT musr BE USED lN ANY SINGLE RUN OF GUARDRAIL. 6 'xb " x 1` 2 HOLE 111 D 6"xa"xl' -21, TREATED �l Y4 HOLE 3. FOR DETAILS 01F CUARDRAL ::"LEMENF SPLICE JOINT, HARDWARE, ETC. SEE SHEET NOS �EA,6� PI,`j, � BLOC{, F: CALIV. STEEL E` OC, - L 101) 0 1�4 COMMON PINE DICK OR GAI.V. STEEL IOD C' -501.01 & r, RE - YC: ED SEE NOTE 5. NOTE w w RECYCLED M ArERIAL COM.MON NAIL 4. THE GUARDRAIL AND MEDIAN BARRIER, ii MhTErRIAiSEE V) NOTE 5. c6M_P6NDrfS DEPICFED IN A.RJ.B.A IECHNICAIL POST To BULLETIN NUMBER 2668 MAY BE: SUBSTITUTED E3 ,- GAiNED IF iNTERCHANGEEIABLE WITH THE STANDARDS FOR TO ACCEPT ,N GUARDR14L (GR)� OR MEOI�HARRIER DAB) BLOCKOU1 U AND APPROVED BY THE ENGINEER. SOUTHERN PINE j 5 DRIVE NAIL WirIHIN 2" THE TOP OR blarrom OFDLOCKOUI AFTER iib BOLT IS x INSTALLED. rALILED. STANDARD WASIHER TO BE USED ON LAST 50' OF RUN OFF DID ONLY. 6x8 WOOD POST ROUND WOOD POST SHEE 1 2 OF 2 STANDARD BLOCKED -OUT W E A GUARDRAL (TONG POST SYSTEM POST AND BLOCK) T DETAILS 221 2 36 01.05 VIRGINIA DEPARTMENT OF rRAPISPORTArioN 505 GI UARDRAIL GR ---r2 DETAJL,�,' N, T. S. E ii II it Ll SEE II NOTE 2 X 1:3) (2) 6, 1 ( ) (7) (6) c—tJ DITCH NOTES, ELEVATION SLOPE SF-- END ANCHORAGE I. A SECOND RL A�IS RQ F0, WHE- HERE TUJISTANICE BETWN EED, TA,& 'A SHEET 501.10 - ' U D AND BUMM OF THE MP RAL EXCEEDS W'OX8.5 STEEL OR THE GRO N S FAND D W TO 'THE POINT WHERE THI, RA4L CROSSE3 THE 6X8X LG GX8 9000 PUS F ATTACH LOWER DTCH 1 -INE). THE DOUBLE RAI. WILL :TEND TO POST -4. BLOCKO 7 W_flEAM RAIL 10 2. MAXIMUM DISrAtICE , BE" IWEEN BOTTOM iOF IFFIF Lav,� Pr1 W/%" HOLT W-BrAm PAIL AND GROU NID LINE IS 151`. WHEN MULE ftA,'L IS REQ) TAPE=R DOTH 'rt BEAM ri�.s TO mNNrAjN THE 18" DISTANCE FROM THE GROU'NO. 28MAX ArTACH LOWE R 27 MIN.- WBEAM RAL TO 3. TAPER BOTH W-BEA44 RALS FROM HEACGHT AT FOE OF BACK OF POST DITCH SLOPES To V-O'l BELOW FINISHVO GRADE AT w/%" BOL POST a1 (+3,-0" OFFSET) I OF O: W -O" -Op -A W -O" LONG POS r MV3f DE (JS -,7r) WTHEN UPPER AND is LOWER 'W -BEAR( kAlLS ARE RPQUIPED� ;FROM THE 6 SHOULDER I E SHOULDER I HEGINNING OF THE LOWER RA -L THRQU(V4 POST 44. _4 181, MAX. Ar!ER 5. S - QV40ARD OR -6 rERI&NAL fREA'IAE:Nr MAY SEE USED AT THE RUN-f)N END OF D'I'40EEQ HW tG"AY!S (LEFT_ N0 RIGHT 4 r(P OF TRAFFIC') A:,ID AT THE RUN-ON N,19! RUN -Off ENDS ON UNDIVIDED HIGHWAYS. L, J, 6, ALL POST SPACING 61-3" C -C OTHERWISE NOTED. L: ,4;� W6 X -3.5 'TE r:. O)R 6 X 8 WOOD EXCEPT THE POST MAY '-- SECTION A -A SECTION 13-8 THE LAST 4 TENwN,& P(Isrs }BUST B3E 46 X E3.5 STEEL. '_-3E CTION C -C: 7. FOR SECTIONS 0- 0 1. E-;-, AND EN") AVICHORAGE DE, FAILS SEF. SHEET 501.10 SREE' f` ?CIF 2 1 'TERMINAL TREATMENT FOR W BE GUARDRAIL VIRGINIA DEPARTMENT Or TRANSPORTATION 221 = 6 3 AN, T W6 X 8.5 X 8'-011 L.G. s FEEL POST ­­­ -7 SEE NO I'E I SEE ANCHOR STEEL POST IT ASSEMBLY s;[ E N o r f i W6 X a 5 X 6'-0" !�C DE .-L-E -4 I" DIA HOLES DRILLED fHR0 I" DIA HOLES T a - W -BEAM AND DRi LLED THRU I AT T AcH;� PLATE _7771 PATE WITH DRILL HOLES ATTACHED TO 1� " LG IN POST FLANGE. S� DETAIL D DRI: I IOLES TERMINAL X 2" LG- p - EE NOTE ).,�TE WITH 7k HEX BOLT, SL X 2" LG IN POST FLANGE. COir#HECTOR - SQ SEC NOTE 1 ------ HEX BOLT, NUT SQ. WASHER. AND NUT V. 7V6 jvl- 3-413 af4? 4, HOOPS V DIA HOLE 30" X 113 NOTE I AND DIA HOLE l i i 1 ( ✓ POST FLANQE� T DRILLED THRU 3 BARS _F 3 W -BEAM )ND AT'[ACH To PL RTEr8" LONG. w/va" X V," PLATE POST FLANCE, HEX BOL_ SEE OETAIL D ATTACH TO PI - AT -c DETAIL C WASH.w/ya" x 2- LG. END PACHORAGE, (CONCRETE) DETAIL A HEX BOLT, SQ. DETAIL 8 END MCHORAGE WASH. & NUT END ANCHORAGE (POST) 14" SEE W BEAN 'ERM!NAL _ comqEc TOR AS DEE TAN ED ASHER ON SHE E I NO. 501.027-411 r- 0UARDRAJL W BEAM ROCK CUT --I -- W, ANCHOR - } �z' 2!z"f TERMINAL CONNECTOR TS __ER BOI FT L/ FF ----j----._ - 7411-1 7 3 Soup Cr _U`Q D ROCK THR�,, ED ANCHOR BOLTS ('HANiCA' EITHER ME- OR aET IN EPDXY ADH-MYE (18" LENGTH OR HARD ROCK OR S'LDIGTIA WA�SHERS TO OR O'HER S6FT 14 FOR SHAL, CID --i _1 BE AS DETAILED/ ROCK FOR'�ATIONS)._ ON STANDARD DETAIL F GUARDRAJL _j SOLID ROCK CUT INSTALLATION HARDWA.RE HOLE 2"-STANDARD -TAL E 6 X 8 X 14" LONG s X 9 X 14 LONG ULO( I x 1 THICK "1 SQUARE WASHER X 5TM 4-%, DotiHOLES. W6 X 8.5 STEEL POST --'go 8SP SLOT 2 03T DRILL ONLY IF PLATE OR 6 X 8 WOOD POST 2" IS BOLTED TO POST. ; -"SEE NOTE 1, _7 Ur_ FAIL U THICK STEEL PLATE NOTEI 1, S'FEEI PLATE MAY BE WELDED OR BOLTED % i \ _ATTACH LOWER fi IN-BEm To POST IF PLATE IS BOLTED TO POST USE G. 4 X 1Y-, " I. G HEX HEAD BOLTS w/ HEX TOE OF i i DITC H POST WITH 5/jj" Nlu I'S. IF PILVE IS WELDED 10 POST DO NOT SLOPE HEX BOLT ------ DRILL %L " HOLES IN PLATE OR IN POST FLANGES. 2 ONCRETE DID ANCHORAGE MAY DE USED It4 PLACE OF STEEL POST AT 8-0" OFFSET. SECTION D --D SEC MOON E --E U_lEcfX;AlTfl*4 FETIRc - r - TERMINAL TREATMENT FOR W Br_/W GUARDRAIL 505 '221 VIRGINIA DEPARTY.ENT OF TRANISPORTATION NT GIR­6 TER.mlntI JIREATMEIlT DETAILS DETAIL A SHEET 2 OF 2 1 REVISIONS ,JANUARY 18, 2006 MARCH 7, 2006 APRIL 28, 2006 MAY 9, 2006 DATE NOVEMBER 9, 2005 14,0 r* KURT M. fl(kWIT 5649 C 05-015-00 DWG., NAM E 050150ORD.DWG -.4 kx SHEET MAGNETIC MERIDIAN 0 25 50 100 -- — -------- SCALE: 1"=50' (14)C = CHESTER LOAM (3 6 B) = HAYESVILLE LOAM (14)D = CHESTER LOAM �'>�.JC) = HAYESVILLE LOAM 1!4)E = CHESTER LOAM 5B = MEADOWVILLE LOAM NOTES: 1. E.B.=EXISTiNG BUILDING 2, T.B.R. = TO BE REMOVED mmmows STORM"WATER CONVEYANCE CHANNEL LIMITS OF GRADING (ALSO EXTENT & SCOPE OF WORK) STONE FILTER DIn 44- TEMPORARY SEDIMENT TRAP qp-� WIRE SUPPORTED SILT FENCE SILT FENCE SAFETY FENCE DRAINAGE DIVIDE OUTLET PROTECTION up CULVERT INLET PROTECTION DIVERSION DYKE ( TEMPORARY)})] ""'►"" — RIGHT-OF-WAY DIVERSION ( TEMPORARY ) I" 'WATER TAP WITH 1.5" HOSE DIAMETER IS REQUIRED AT THE WASHRACK LOCATION, EXISTING PAVEMENT IS TO BE CUT TO 12'X70' DIMENSION AND BECOME THE' PAVED CONSTRUCTION ENTRANCE. _p'r co + 18.83, w S8, f.12'04�"01 U)N06 /,25.00' --1, . 4 /7 '15 D W > Z_ TOP 0 i V 0 (;�j 19 LIMITS OF CONSTRUCTION;' I�CJO �2;7'260- 12' [VO4',55 log EC .. B. T.B.R. T.B.R. 36B 13CCRIP DITC14IN —RAP A TION'tVING A T 12+36 Ci 0 } . _-r-mac>. . _ _ _`'�5 r.. 3 4 c 11AME z-111 ✓ GN 389'32'3 41 ?9, 7260.00 c) , TT 2"16'4 Q) 4" 21.4y if nJAI�rAe 0 2 p") TR/pLe N 8,4 SE OF - EL OAk DA r/QN TWi 712. o 2'56"vl 25. 00 mr1wid—i—s-1121m LIP PIPE 1-2 = 56.0'-15" R.C.P. (912.50% INV. IN=680.0 INV. OUT= 673.0 LIMITS OF 50.0' CONSTRUCTION RI 'H',I'-OF--WA' A RIPP RAP cv N z t6 N 6 ,4 N�2 yob,6, -4 -71 • c� c� 82 I r p E. 93 32500 E,13.0 T, B. R. 7 R.CLASS I PT 12 80.13 j16+� c� RIPI RAP 50.0, 1 j RICH 1'—VV U�--AY LIMITS OF! I COI STRU&ION` ROAD PIAN STA" 10+00 TO 17+0Q HORIZONTAL SCALE: 1"=50' PERMANENT SEEDING1 " WATER 'TAP WITH 1.5" HOSE MULCHING UO & kub & �v DIAMETER IS REQUIRED AT THE, 0#�N TEMPORARY STONE UE WASHRACK LOCATION, EXISTING CONSTRUCTION ENTRANCE PAVEMENT IS TO BE CUT TO 12'X70' DIMENSION AND BECOMIE CONSTRUCTION ROAD THE PAVED CONSTRUCTION ENTRANCE. STABILIZATION ROCK CHECK DAMS TEMPORARY SEDIMENT BASIN TYPICAL SOIL TYPE `b TREAT. 1 '44" SOIL STABILIZATION (B/) OR BLkNI�FfS & MATTING• m TREAT.'2 TEMPORARY VEHICULAR STREAM CROSSING UTUXIIY 3TREAM CROSSING us IME PROTECTION Qp) PIPE 3-4 = 56.0'-15" R.C.P. @12.50% INV. IN=658.0 INV. OUT= 651.0 6 f )' B 6 �4 4 ,52,22 I • R.; P6) r)2 rA + 0 rn ao 0 11 cn_?, SOIL EROSION AND SIEDIMENT CONTFOL SYMBOLS CID = CHECK DAM CE = CONSTRUCTION ENTRANCE CRS= CONSTRUCTON ROAD STABILIZATION DC = DUST CONTFOL DID = DIVERSION DKE DV = DIVERSION IP INLET PROTECTION MU = MULCH OP = OUTLET PROTECTION PS = PERMANENT SEEDING SC = STREAM CROSSING SB = SEDIMENT BASIN SF = SILT FENCE ST = SEDIMENT TFAP TO = TOPSOIL TS = TEMPORARY SEEDING f 'D GENERAL EROSION AND SEDIMENT CONTROL NOTES 1, UkILESS 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 S'_DIMEt,,JT 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 STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN 3HAL.L. BE MAINTAINED ON THE SITE AT ALL ' LL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BIORROW 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 ADDITIQNAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION A'_'13 DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBING AREAS ARS TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL Tim -s 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. z A 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- k%, to PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE AL EROSION CONTROL DEVICES SHALL BE MADE !IMMEDIATELY. XN 10, THIS PLAN IS PROVIDED FOR THE IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL MEASURES ONLY. 11. THE DEVELOPER SHALL RESERVE THE RIGHT 70 INSTALL, MAINTAIN, REMOVE AND/OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES (WHERE APPLICABLE) ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. '12. THE BIOFILTER SOIL. MIX WILL BE "LUCK BIO- FILTER MIX" OR. A TESTED EQUIVALENT APPROVED BY THE COUNTY ENGINEER. 13. BIOFILTERS MUST NOT BE INSTALLED UNTIL THE SITE IS DETERMINED TO BE. ADEQUATELY STABILIZED BY THE EROSION CONTROL AND WATER RESOURCES INSPECTORS, 14. CONTRACTOR SHALL CONTACT 'THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDER -DRAIN INSTALLATION AND THE SOIL MIX. 15. DRIVEWAYS ON LOTS 5, 6, 7, 8, 9, 10, AND 1.1 WILL BE CONSTRUCTED THROUGH STREAM BUFFER- AT THE SAME TIME AS THE PUBLIC ROADS. "s 0 SHEET 0F 7 REVISIONS JANUARY 18, 2006 MARCH 7, 2006 APRIL 28, 2006 MAY 9, 2006 DATE NOVEMBER 9, 2005 H op _* KURT M. GLOEMER 5649 10:. �10NAL vo�V �E JOB NUMBER 05-015-00 DWG. NAM E 050150ORD.DWG ,o STORM ROTECTION (D DRAIN INLET P FHIS INSTALLATION -IS CRITICAL DUST CONTROL TOPSORJNG 7 R.CLASS I PT 12 80.13 j16+� c� RIPI RAP 50.0, 1 j RICH 1'—VV U�--AY LIMITS OF! I COI STRU&ION` ROAD PIAN STA" 10+00 TO 17+0Q HORIZONTAL SCALE: 1"=50' PERMANENT SEEDING1 " WATER 'TAP WITH 1.5" HOSE MULCHING UO & kub & �v DIAMETER IS REQUIRED AT THE, 0#�N TEMPORARY STONE UE WASHRACK LOCATION, EXISTING CONSTRUCTION ENTRANCE PAVEMENT IS TO BE CUT TO 12'X70' DIMENSION AND BECOMIE CONSTRUCTION ROAD THE PAVED CONSTRUCTION ENTRANCE. STABILIZATION ROCK CHECK DAMS TEMPORARY SEDIMENT BASIN TYPICAL SOIL TYPE `b TREAT. 1 '44" SOIL STABILIZATION (B/) OR BLkNI�FfS & MATTING• m TREAT.'2 TEMPORARY VEHICULAR STREAM CROSSING UTUXIIY 3TREAM CROSSING us IME PROTECTION Qp) PIPE 3-4 = 56.0'-15" R.C.P. @12.50% INV. IN=658.0 INV. OUT= 651.0 6 f )' B 6 �4 4 ,52,22 I • R.; P6) r)2 rA + 0 rn ao 0 11 cn_?, SOIL EROSION AND SIEDIMENT CONTFOL SYMBOLS CID = CHECK DAM CE = CONSTRUCTION ENTRANCE CRS= CONSTRUCTON ROAD STABILIZATION DC = DUST CONTFOL DID = DIVERSION DKE DV = DIVERSION IP INLET PROTECTION MU = MULCH OP = OUTLET PROTECTION PS = PERMANENT SEEDING SC = STREAM CROSSING SB = SEDIMENT BASIN SF = SILT FENCE ST = SEDIMENT TFAP TO = TOPSOIL TS = TEMPORARY SEEDING f 'D GENERAL EROSION AND SEDIMENT CONTROL NOTES 1, UkILESS 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 S'_DIMEt,,JT 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 STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN 3HAL.L. BE MAINTAINED ON THE SITE AT ALL ' LL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BIORROW 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 ADDITIQNAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION A'_'13 DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBING AREAS ARS TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL Tim -s 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. z A 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- k%, to PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE AL EROSION CONTROL DEVICES SHALL BE MADE !IMMEDIATELY. XN 10, THIS PLAN IS PROVIDED FOR THE IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL MEASURES ONLY. 11. THE DEVELOPER SHALL RESERVE THE RIGHT 70 INSTALL, MAINTAIN, REMOVE AND/OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES (WHERE APPLICABLE) ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. '12. THE BIOFILTER SOIL. MIX WILL BE "LUCK BIO- FILTER MIX" OR. A TESTED EQUIVALENT APPROVED BY THE COUNTY ENGINEER. 13. BIOFILTERS MUST NOT BE INSTALLED UNTIL THE SITE IS DETERMINED TO BE. ADEQUATELY STABILIZED BY THE EROSION CONTROL AND WATER RESOURCES INSPECTORS, 14. CONTRACTOR SHALL CONTACT 'THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDER -DRAIN INSTALLATION AND THE SOIL MIX. 15. DRIVEWAYS ON LOTS 5, 6, 7, 8, 9, 10, AND 1.1 WILL BE CONSTRUCTED THROUGH STREAM BUFFER- AT THE SAME TIME AS THE PUBLIC ROADS. "s 0 SHEET 0F 7 REVISIONS JANUARY 18, 2006 MARCH 7, 2006 APRIL 28, 2006 MAY 9, 2006 DATE NOVEMBER 9, 2005 H op _* KURT M. GLOEMER 5649 10:. �10NAL vo�V �E JOB NUMBER 05-015-00 DWG. NAM E 050150ORD.DWG ,o 14)c C ­ CHESTER LOAM 3 !6 )B = HAYESVILLE LOAM z N Q14D) = CHESTER LOAM 3 6 C = HAYESVILLE LOAM (I E = CHESTER I LOAM (5 6 )B = MCEADOWVILLE LOAM SILT TRAP NO. I 1. 'THE TRAP WILL BE GRADED PER PLAN FOR DETENTION BASIN, 2. THE TRAP WILL BE CONVERTED TO A PERMANENT DETENSION BASIN. 3, VOLUME REQUIRED. 134 C.Y./DRAINAGE AREA = 134. X 3.15 = 422 C.Y. = 11394 C.F. 4. VOLUME PROVIDED: FROM DETENTION POND CALCULATIONS = 13,161.78 C.F. 5. MINIMUM OUTLET I-ENGTH=19.0' 6. DRAINAGE AREA=3.15 ACRES 7. WEIR INVERT = 619.0 ,SILT TRAP NO. 2 TOP: WIDTH= 31.0' LENGTH= 46.0' BOTTOM: WIDTH =10.0' LENGTH= 30.0' DEPTH=4.0' MINIMUM OUTLET LENGTH=6.0' DRAINAGE AREA=0.99 ACRES WEIR INVERT = 588,0 SILT TRAP NO. 3 TOP: WIDTH= 22.0' LENGTH= 37.0' BOTTOM: WIDTH=10.0' LENGTH= 25.0' DEPTH=3.0' MINIMUM OUTLET LENGTH=3,0' DRAINAGE AREA=0.39 ACRES WEIR INVERT = 587.0 SOIL EROSION AND PIPE 9-10 = 52,0'-12" C.M.P, @3.8153% i}IN.T CONTR LSP OT � INV. IN=590.0 INV. OUT= 588,0 CD = CHECK DAM CF = CONSTRUCTION ENTRANCE MAGNETIC CRS= CONSTRUCTION ROAD STABIL IZA110N MERIDIAN DC = DUST CONTROL DD = DIVERSION DIKE 5 DV DIVERSION PROTECTION PIPE 7-8 = 224.0'-48" R.C.P. @2.23% 0 50 100 IP IN T-WMW-WWA� INV. IN=586.0 INV. OUT=581.0 NNW- _!S _ MU = MULCH SCALE: 1'=50' OP = OUTLET PROTECTION PS = PERMANENT SEEDING SC = STREAM CROSSING E'AID f?lp SB = SEDIMENT BASIN D/ rCjj jol N SF = SILT FENCF S�A 17 ot'llZiv(3 .O*ft S T = SEDIMENT TRAP ON 3.�. A I - 14u, TO = TOPSOIL TS = TEMPORARY SEEDING C) PIPE 5-6 = 56,0'-15" R.C.P. @19.64%CLA ��\ll BEGIN GUARD RAIL INV. IN='030.0 INV. OUT= 619,0 RIP a te``'~ STA.18+54.50 (BOTH SIDES) GR -6 TERMINAL z 0rri TREATMENT T 1 Aw. lb Ll M I TS'-ff I t> L 0/ N17° 22, .15 CON STROAff KMDE 0 '/Y \H rrl 0 0, -OF-WAY IDIT H RIGHT 0) (D 0 0 F _Tl QLAS� I P RIP R'A P ou, PIPE 3-4 56�0'-151" R.C.P. @12.50% O ARD - N INV, IN=658.0 INV. OUT= 651.0 %f A 17+ 0, 11_�l_l__l_ _71 Filiarp 9- lr:_� - 7777 20'X20' EASEMENT FOR TEST - WELL SILT TRAP NO. 4 TOP: WIDTH= 22.0' LENGTH= X2.0' BOTTOM: WIDTH= 10.0' LENGTI= 30.0' DEPTH=3.0' MINIMUM OUTLET Lr'_ -NGT -H=3,0' DRAINAGE AREA=0.45 ACRES WEIR INVERT = 593.0 SILT TRAP NO. 5 TOP: WIDTH= 17.0' LENGTH= 22.0' BOTTOM: WIDTH=5.0' LENGTH= 10.0' DEPTH =3.0' MINIMUM OUTLET LENGT'H=2,0' DRAINAGE AREA ­0.17 ACRES WEIR INVERT = 593.0 1EGEN D STORMWATER CONVEYANCE CHANNEL LIMITS OF GRADING (ALSO EXTENT & SCOPE OF WORK) C> STONE FILTER DIKE jD ofl TEMPORARY SEDIMENT TRAP WIRE SUPPORTED SF swr FENCE SILT FENCE SF dol"w, SAFETY FENCE UAF DRAINAGE DIVIDE OUTLET PROTECTION up CULVERT INLET PROTECTION Q)p DIVERSION DYKE ( TEMPORARY RIGHT-OF-WAY DIVERSION WD TEMPORARY STORM DRAIN THIS INSTALLATION INLET PROTECTION IS CRITICAL Ifl, OFUST CONTRQL P_ ucsir o/ A IIIvc A -T 56.Q"61A, �TQC�Pl f j I �W`i�tlTO RMW AT E"R /MANAQE�`NlACCRSS KO ND(a) `8l GRADE' T�?E]21+A E INV. IN=618'0__ INVI-OUT= 613 Q_ - TOPSOILING PERMANENT SEEDING & (P 1 " WATER TAP WITH 1.5" HOSE MULCUING nTo 0 & a _,r_ TEMPORARY STONE WASHRACK LOCATION, 'EXISTING CONSTRUCTIOJN ENTRANCE PAVEMENT IS TO BE CUT TO 12'X70' DIMENSION AND BECOME CONSTRUCTIOIN ROAD THE':-', PAVED CONSTRUCTION ENTRANCE. STABILIZATION ROCK CHECK DAMS TEMPORARY SEDIMENT BASIN TbTYPICAL SOM, TOE wilp L 4�l 1B6 - 7 LIMITS OF CONSTRUCTION'-' Aa GUARD RA16, S-rk,\ 22+49.10\-, GR --U TERMINAL ,REAPAf 1w ENT , \�T N �-79,'l 6' 4�' 20C 00' LTARP AIL CP,- 2 9 x % N 0-44 ARD AIL OR -2 PIPE 2 = 50.0'-12" C.M.P. 04,00% INV. OUT= 588.0 REVISIONS JANUARY 18, 2006 MARCH 7, 2006 APRIL 28, 2006 MAY 9, 2006 DATE NOVEMBER 9, 2005 --4C�ofjj p R�'AJIVI X 1 ITV. IN=3 588.0 INV. OUT= 582.0 TYPICAL ROAD-S'IDE NOTES: 'B D 0-1 ASS RIP R -\ \ _E ENTRANCE (DRIVEWAY) -,Fcpf-,\ 5 C6 b Ap DITCH `-Ml? RAIP-, 1. PE-1=PRIVAJ TAILS SHEET 5 OF 7) D 2. GR--2=GtJARD RAIL (SEE DE M, T OF 81, �LIFE� ;yell. RE CON VEJR-TE, TH -A) Tb I LT TRAP # 1 11.72% P I p E 17-18 'R`,C,P. CONSTRUCTION INV. IN=620.5 INMIMIMUM OUTLET LENGTH=V. OUT= 613.0 1 ROAD PLAN STA. 17+00 TO 24+90.08 HORIZONTAL SCALE: 1 '=50' TEMPORARY- SEDIMENT TRAP ORIGINAL GROUND CROSS SECTION OF OUTLET ELEVATION N.T, S. MAX 1 L v 2 DRY 67 CU. YD./ACRE 1.67' 6 WET D./ACRF 7 CU. Y 2.33' (EXCAVATED) I -.,*- 4'--w- 1. 5' 6 X DRAINAGE AREA ACREAGE= 6 X 3.15 = 19 FT. SILT TRAP _#2 MIMIMUl\/l OUTLET LENGTH= 6 X DRAINAGE AREA ACREAGE= 6 X 0.99 = 6 FT. CLASS I RIP -RAP SILT TRAP -13 MIMIMUM OUTLET LENGTH= 6 X DRAINAGE AREA ACREAGE== 6 X 0.39 = 3 FT. SILT TRAP #4 MIMIMUM OUTLET LENGTH= 6 X DRAINAGE AREA ACREAGE= 6 X 0.45 = 3 FT. SILT TRAP MIMIMUM OUTLET LENGTH= 6 X DRAINAGE AREA ACREAGE= 6 X 0.17 = 2 FT. A"\<11, `\/Z X 00 \00 0 DIVERSION DIKE 0.1 601 (6) C) 02 0 0 D(�) ,) 00 0 1 0 -oc"lco 0 63 r� 0 -or or 0 0 (D KQO��80c Z/ 0 oll 0 1�1 0 00 0 ok 0 0 0 i .._0 �- { I f- ! ISI II 1(i{ FILTER CLOTH COAN'::,� AUUNEGATE ORIGINAL GROUND EL E-VATION COARSE AGGREGATE CLASS I RIPRAP FILTER CLOTH GENERAL EROSION AND EDI ENT CONTROL NOTES 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES TREAT. 1 WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE ( SOIL STABILIZATION B/ OR VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION BLANKETS & MATTING Jm AND SEDIMENT CONTROL REGULATIONS, 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE IWEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK .PRIOR TO THE TREAT. 2 FINAL INSPECTION. TEMPORARY VEHICUIAR STREAM CROSSING )c No T 0M -0 -wall "I L"H1401c� TREE - PROTECTION 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP 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 -S IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED -TO, OFF-SITE BORROW OR WASTE ARC -AS), 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 r 1-0 PREVENT EROSIOND AND SEDIMENTATION AS f:7ERMINED BY THE PLAN APPROVING AUTHORITY. 7. A'_L L DISTURBING AREAS ARE 'TO DRAIN -TO APPROVED SED11\,,AENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. �,LlrH op KURT M. CLOECKNER 5649 JOB NUMBER 05-015-00 DWG. NAM E 05015010RD.DWG .o EXCAVATED AREA COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 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, 11. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES (WHERE APPLICABLE) ALL EROSION CONTROL MEASURES REQUIRED BY THIS _ L PLAN REGARDLESS OF THE SALE OF ANY LOT. 12. 'THE BIOFILTER SOIL MIX WILL BE "LUCK BIO -FILTER MIX" OR A -TESTED EQUIVALENT APPROVED BY THE couN­rY 'ENGINEER, 13. BIOFILTFRS MUST NOT BE INSTALLED UNTIIL THE SITE IS DETERMINED 'TO BE ADEQUATELY STABILIZED BY THE EROSION CONTROL AND WATER RESOURCES INSPECTORS. � N(N 14. CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO 3IX /\16\' _. BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDER -DRAIN < INSTALLATION AND THE SOIL MIX. SHEET 15, DRIVEWAYS ON LOTS 5, 6, 7, 8, 9, 10, AND 11 WILL BE CONSTRUCTED THROUGH STREAM BUFFERS AT THE SAME TIME AS THE PUBLIC ROADS. OF 7 Gu RAI OR - REVISIONS JANUARY 18, 2006 MARCH 7, 2006 APRIL 28, 2006 MAY 9, 2006 DATE NOVEMBER 9, 2005 --4C�ofjj p R�'AJIVI X 1 ITV. IN=3 588.0 INV. OUT= 582.0 TYPICAL ROAD-S'IDE NOTES: 'B D 0-1 ASS RIP R -\ \ _E ENTRANCE (DRIVEWAY) -,Fcpf-,\ 5 C6 b Ap DITCH `-Ml? RAIP-, 1. PE-1=PRIVAJ TAILS SHEET 5 OF 7) D 2. GR--2=GtJARD RAIL (SEE DE M, T OF 81, �LIFE� ;yell. RE CON VEJR-TE, TH -A) Tb I LT TRAP # 1 11.72% P I p E 17-18 'R`,C,P. CONSTRUCTION INV. IN=620.5 INMIMIMUM OUTLET LENGTH=V. OUT= 613.0 1 ROAD PLAN STA. 17+00 TO 24+90.08 HORIZONTAL SCALE: 1 '=50' TEMPORARY- SEDIMENT TRAP ORIGINAL GROUND CROSS SECTION OF OUTLET ELEVATION N.T, S. MAX 1 L v 2 DRY 67 CU. YD./ACRE 1.67' 6 WET D./ACRF 7 CU. Y 2.33' (EXCAVATED) I -.,*- 4'--w- 1. 5' 6 X DRAINAGE AREA ACREAGE= 6 X 3.15 = 19 FT. SILT TRAP _#2 MIMIMUl\/l OUTLET LENGTH= 6 X DRAINAGE AREA ACREAGE= 6 X 0.99 = 6 FT. CLASS I RIP -RAP SILT TRAP -13 MIMIMUM OUTLET LENGTH= 6 X DRAINAGE AREA ACREAGE== 6 X 0.39 = 3 FT. SILT TRAP #4 MIMIMUM OUTLET LENGTH= 6 X DRAINAGE AREA ACREAGE= 6 X 0.45 = 3 FT. SILT TRAP MIMIMUM OUTLET LENGTH= 6 X DRAINAGE AREA ACREAGE= 6 X 0.17 = 2 FT. A"\<11, `\/Z X 00 \00 0 DIVERSION DIKE 0.1 601 (6) C) 02 0 0 D(�) ,) 00 0 1 0 -oc"lco 0 63 r� 0 -or or 0 0 (D KQO��80c Z/ 0 oll 0 1�1 0 00 0 ok 0 0 0 i .._0 �- { I f- ! ISI II 1(i{ FILTER CLOTH COAN'::,� AUUNEGATE ORIGINAL GROUND EL E-VATION COARSE AGGREGATE CLASS I RIPRAP FILTER CLOTH GENERAL EROSION AND EDI ENT CONTROL NOTES 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES TREAT. 1 WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE ( SOIL STABILIZATION B/ OR VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION BLANKETS & MATTING Jm AND SEDIMENT CONTROL REGULATIONS, 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE IWEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK .PRIOR TO THE TREAT. 2 FINAL INSPECTION. TEMPORARY VEHICUIAR STREAM CROSSING )c No T 0M -0 -wall "I L"H1401c� TREE - PROTECTION 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP 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 -S IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED -TO, OFF-SITE BORROW OR WASTE ARC -AS), 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 r 1-0 PREVENT EROSIOND AND SEDIMENTATION AS f:7ERMINED BY THE PLAN APPROVING AUTHORITY. 7. A'_L L DISTURBING AREAS ARE 'TO DRAIN -TO APPROVED SED11\,,AENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. �,LlrH op KURT M. CLOECKNER 5649 JOB NUMBER 05-015-00 DWG. NAM E 05015010RD.DWG .o EXCAVATED AREA COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 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, 11. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES (WHERE APPLICABLE) ALL EROSION CONTROL MEASURES REQUIRED BY THIS _ L PLAN REGARDLESS OF THE SALE OF ANY LOT. 12. 'THE BIOFILTER SOIL MIX WILL BE "LUCK BIO -FILTER MIX" OR A -TESTED EQUIVALENT APPROVED BY THE couN­rY 'ENGINEER, 13. BIOFILTFRS MUST NOT BE INSTALLED UNTIIL THE SITE IS DETERMINED 'TO BE ADEQUATELY STABILIZED BY THE EROSION CONTROL AND WATER RESOURCES INSPECTORS. � N(N 14. CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO 3IX /\16\' _. BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDER -DRAIN < INSTALLATION AND THE SOIL MIX. SHEET 15, DRIVEWAYS ON LOTS 5, 6, 7, 8, 9, 10, AND 11 WILL BE CONSTRUCTED THROUGH STREAM BUFFERS AT THE SAME TIME AS THE PUBLIC ROADS. OF