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HomeMy WebLinkAboutSUB200500186 Plan - As-built Road Plan and Comps. 2006-06-27NOTES: 1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION, THE TERM COUNTY REFERS TO ALBEMARLE, VIRGINIA. 2. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED VDOT). THIS 'PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE " THE VI,,-LLAG.-E---..-,AT--.CH,ESTNUT G7n"O`�E"' ROAD AS -BUILT PLAN AND P RO-F[LF REQUIREMENTS OF THE PERMIT. ' HERE' ANY DISCREPANCIES OCCUR ,T THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.TA L MAP 197 PARCELS 3. CONSTRUCTION INSPEC TION OF ALL PROPOSED ROADS WITHIN THE COUNTY THE CONTRACTOR MUST DEVELOPMENT WILL BC_b1ADE BY I HE NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861.) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION, ALBEIVIARLE 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 FET 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 DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A,B, OR C). 11. WHERE RURAL. CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI'.VE•*-NY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. r� r 1 L. PAVED, .RIP -RAP OR ST - -MED DITCH MAY BE REQUIRED_"TO"S SIZE .A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED NECESSARY. 13. A MINIMUM -CLEAR. ZONE OF TEN (10) FEET FROM THE EDGE OF 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 WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. 15. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGN, ETC.) iARE;: TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEP I;;-PvCE. SIGNS AND .THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUINTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" ANDI THE VIRGINIA MANUAL HE LOCATIONS OF ALL SIGNS ARE SHOW ON THE PLANS. THE DEVELOPER SHALL BE; RESPONSIBLE 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 ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. CLEAN-OUT BIOFILTER CAS HT (TYP.) PCROSS SECTION ALTERNATE DI -7 3:1 SLOPE N.T.S., LOCATION TO (MAX) REPLACE CLEAN-OUT SOD TURF SEE NOTE 1 TOP DI -7 ® ® =601.0 EC -1 FROM `' TOP BANK DETENTION =602.0 BASIN 600.0 3-1 36.0'-15" R'.C,P. I..;..;. DISCHARGE TO STREAM 2 1 /2'-3) ':.;":.:•.Li[- --- ____ - n . © 2.4% SLOIPE 507. SAND 1.0 MIN.:.Y, 20% LEAF MULCH (_ _15.0' MIN.- INV. IN=5195.0 30% TOP SOIL 6" PERFORATED P.V.C. PIIPE UNDERDRAIN GRAVEL SCHEDULE 40 OR EQUIVALENT (AASHTO M43, 1/2--l") APPROVED BY ENGINEER @1% WRAPPED IN FILTER FABRIC SLOPE (MIN.) TO D.I. OR STORM DRAIN. PROVIDE ACROSS ENTIRE WIDTH @- 20 FT. O.C. June 4, 2010 12, 12A, 12B & .18A - VIRGINIA NOTES: 1. PLANTING AS FOLLOWS: 9 RED MAPLES 1 1/2" O CALIPER 12.0' -ON CENTER AS SHOWN. • 8 RED OSIER DOGWOOD 2.0' HEIGHT 24.0' -ON CENTER AS SHOWN. 8 BERBERIS KOREANA (BARBERRY) 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. BIOFILTERS MUST NOT BE INSTALLED UNTIL THE SITE IS DETERMINED TO BE ADEQUATELY STABILIZED BY THE EROSION CONTROL AND WATER RESOURCES INSPECTORS, OPTIONAL SAND LAYER CLEANOUT 4� (ONE EAC FOR y UNDERDRAIN) DI -7A W TOP OF GRATE 5.5' INVERT IS ), ABOVE BOTTOM y OF PONDING BASIN , 44.32 -,�64-15 RCP VICINITY MAP SCALE: 1"=1000' 4. THE CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDERDRAIN INSTALLATION AND THE SOIL MIX. 5. THE BIOFILTER SOIL MIX WILL BE "LUCK BIO -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 WATER 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. DISCHARGE FROM DETENTION BASIN OVERFLOW BIOFILTER INV. OUT=" _PLAN' VIEW N.T,S. B.M.P. DETAILS FOR STATE ROAD N.T.S. W=22.0' BERM=6,0' BIORETENTION AREA FILL WITH GUARD RAIL SHOULDER=5.0' GUARD RAIL FI LL IE V ISIO S JANUARY 18, 2006 MARCH 7, 2006 APRIL 28, 2006 MAY 9, 2006 JUNE 4 2010 2L-6 iLTS .'..� 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 B' THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND NE INSTALLATION THEREOF SHALL CONFORM TO "ALBEMARLE C09NTY STREET NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. i 18. TRAFFIC CONTROL OR OTHER P,EGULATORY SIGNS OR. BARRICADES SHALL. BE INSTALLED BY THE 6EVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR:HIS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PRQADE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULAMRY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 19. SITE IS NOT WITHIN THE WATIRSHED OF THE SOUTH FORK RIVANNA RESERVOIR, UPSTREAM OF THI PROPOSED LICKINGHOLE CREEK IMPOUNDMENT. 20. THIS SITE IS NOT LOCATED VAHIN THE LIMITS OF THE 100 YEAR FLOOD PLAIN AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM. 21. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NCT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONL` APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS CWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS I\ECESSARY. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS ucc.�G &Pto RAt.).S 0&4 UTILITY (1-800-552-7001). A PROVED 23. CERTIFICATION THAT 95% CONPACTION IS OBTAINED SHALL BE OneA[ omt-4C ntly' PROVIDED FOR ALL FILL AREAS UNDER ROADWAY LINES AND ft Dc-paft;1 APPURTENANCES. THIS CER71CATION SHALL BE SIGNED BY A Ogg-, �^�y�C zyo(vy PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE .Sug-"Ltj03E3�.. EXACT AREA THAT THE CERTI(ICATION APPLIES TO 24, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO V.D.O.T. STANDARD PE -1. 25. CONTRACTO)R SHALL FIELD VERIFY LENGTH OF ALL STORM DRAINAGE PIPE, CROSS SLOPES SHALL BE MANTAINED AS FROWN. 26. SPEED LIMIT POSTING TO BE DETERMINED BY VDOT PRIOR TO ROAD ACCEPTANCE. 27. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS 'AND STANDARCS OF VDOT, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMELY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 192_0-_- 28. 920:28. PAVED OR TRIP -RAP LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL, WHEN IN THE OPIf ON OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED NECESSARY. 29. BENCHMARIK=2 NAILS IN BASE -OF TRIPLE OAK ELEVATION=712.0 DATUM ASSUMED 30. STANDARD CD -1,:.0R CD -2 UNDERDRAIN IS REQUIRED AT ALL CUT AND FILL TRANSITION S,,Agb GRADE SAG POINTS. 31. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT, IN ADD I'ION, IF HIGH-DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTUR_R SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS. ON THE JOBSITE DURING THE INITIAL INSTALLATION. 32. ALL UNDERDRAINS AND CROSS. DRAINS SHALL BE INSTALLED AS DIRECTED DURING FIELD INSPECTIONS TRROUGHOUT THE CONSTRUCTION PERIOD. 33. DRIVEWAYS ON LOTS 5, 6, 7,;8, 9, 10, & 11 WILL BE CONSTRUCTED THROUGH THE STREAM BUFFERS AT THE SAME TIME AS THE PUBLIC ROADS. 34. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR CONVERT TO PERMANENT STCRMWATER MANAGEMENT FACILITIES (WHERE APPLICABLE) ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, ®ATE NOVEMBER 9, 2005 50.0' VA 121 G -S - ISCC- •PLA>J SURFACE �- S -9.5A VA2lES �--1 /4,,.1 ' 1/4": VA21 6�S / -$'#21/21 A SUB -BASE MIN. CBR=10 AGGER. BASE WITHI COVERED PRIMIE COAT TYPICAL ROAD CROSS SECTION - SIENNA LANE N.T.S. SEE / 5-PE+gt;T S'T'ONE TH-(CK NE5S M&A-5UIZF_MENTS PATE -D 1`662t)A2y 9, 2C08- 5&PArzATC A-nr•HCH-MeNT- 1 ": 1 ' LTFi OF KURT M. GLOECKNER 5649 IONA.L B NUMBER 05-015-00 DWG. NAM 050150ORD.DWG 604 NYS ),s 64 664)' �rglly 9 ornv� = z� / c SITE -;ooo NOTES: 1. PLANTING AS FOLLOWS: 9 RED MAPLES 1 1/2" O CALIPER 12.0' -ON CENTER AS SHOWN. • 8 RED OSIER DOGWOOD 2.0' HEIGHT 24.0' -ON CENTER AS SHOWN. 8 BERBERIS KOREANA (BARBERRY) 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. BIOFILTERS MUST NOT BE INSTALLED UNTIL THE SITE IS DETERMINED TO BE ADEQUATELY STABILIZED BY THE EROSION CONTROL AND WATER RESOURCES INSPECTORS, OPTIONAL SAND LAYER CLEANOUT 4� (ONE EAC FOR y UNDERDRAIN) DI -7A W TOP OF GRATE 5.5' INVERT IS ), ABOVE BOTTOM y OF PONDING BASIN , 44.32 -,�64-15 RCP VICINITY MAP SCALE: 1"=1000' 4. THE CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDERDRAIN INSTALLATION AND THE SOIL MIX. 5. THE BIOFILTER SOIL MIX WILL BE "LUCK BIO -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 WATER 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. DISCHARGE FROM DETENTION BASIN OVERFLOW BIOFILTER INV. OUT=" _PLAN' VIEW N.T,S. B.M.P. DETAILS FOR STATE ROAD N.T.S. W=22.0' BERM=6,0' BIORETENTION AREA FILL WITH GUARD RAIL SHOULDER=5.0' GUARD RAIL FI LL IE V ISIO S JANUARY 18, 2006 MARCH 7, 2006 APRIL 28, 2006 MAY 9, 2006 JUNE 4 2010 2L-6 iLTS .'..� 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 B' THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND NE INSTALLATION THEREOF SHALL CONFORM TO "ALBEMARLE C09NTY STREET NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. i 18. TRAFFIC CONTROL OR OTHER P,EGULATORY SIGNS OR. BARRICADES SHALL. BE INSTALLED BY THE 6EVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR:HIS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PRQADE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULAMRY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 19. SITE IS NOT WITHIN THE WATIRSHED OF THE SOUTH FORK RIVANNA RESERVOIR, UPSTREAM OF THI PROPOSED LICKINGHOLE CREEK IMPOUNDMENT. 20. THIS SITE IS NOT LOCATED VAHIN THE LIMITS OF THE 100 YEAR FLOOD PLAIN AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM. 21. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NCT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONL` APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS CWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS I\ECESSARY. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS ucc.�G &Pto RAt.).S 0&4 UTILITY (1-800-552-7001). A PROVED 23. CERTIFICATION THAT 95% CONPACTION IS OBTAINED SHALL BE OneA[ omt-4C ntly' PROVIDED FOR ALL FILL AREAS UNDER ROADWAY LINES AND ft Dc-paft;1 APPURTENANCES. THIS CER71CATION SHALL BE SIGNED BY A Ogg-, �^�y�C zyo(vy PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE .Sug-"Ltj03E3�.. EXACT AREA THAT THE CERTI(ICATION APPLIES TO 24, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO V.D.O.T. STANDARD PE -1. 25. CONTRACTO)R SHALL FIELD VERIFY LENGTH OF ALL STORM DRAINAGE PIPE, CROSS SLOPES SHALL BE MANTAINED AS FROWN. 26. SPEED LIMIT POSTING TO BE DETERMINED BY VDOT PRIOR TO ROAD ACCEPTANCE. 27. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS 'AND STANDARCS OF VDOT, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMELY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 192_0-_- 28. 920:28. PAVED OR TRIP -RAP LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL, WHEN IN THE OPIf ON OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED NECESSARY. 29. BENCHMARIK=2 NAILS IN BASE -OF TRIPLE OAK ELEVATION=712.0 DATUM ASSUMED 30. STANDARD CD -1,:.0R CD -2 UNDERDRAIN IS REQUIRED AT ALL CUT AND FILL TRANSITION S,,Agb GRADE SAG POINTS. 31. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT, IN ADD I'ION, IF HIGH-DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTUR_R SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS. ON THE JOBSITE DURING THE INITIAL INSTALLATION. 32. ALL UNDERDRAINS AND CROSS. DRAINS SHALL BE INSTALLED AS DIRECTED DURING FIELD INSPECTIONS TRROUGHOUT THE CONSTRUCTION PERIOD. 33. DRIVEWAYS ON LOTS 5, 6, 7,;8, 9, 10, & 11 WILL BE CONSTRUCTED THROUGH THE STREAM BUFFERS AT THE SAME TIME AS THE PUBLIC ROADS. 34. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR CONVERT TO PERMANENT STCRMWATER MANAGEMENT FACILITIES (WHERE APPLICABLE) ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, ®ATE NOVEMBER 9, 2005 50.0' VA 121 G -S - ISCC- •PLA>J SURFACE �- S -9.5A VA2lES �--1 /4,,.1 ' 1/4": VA21 6�S / -$'#21/21 A SUB -BASE MIN. CBR=10 AGGER. BASE WITHI COVERED PRIMIE COAT TYPICAL ROAD CROSS SECTION - SIENNA LANE N.T.S. SEE / 5-PE+gt;T S'T'ONE TH-(CK NE5S M&A-5UIZF_MENTS PATE -D 1`662t)A2y 9, 2C08- 5&PArzATC A-nr•HCH-MeNT- 1 ": 1 ' LTFi OF KURT M. GLOECKNER 5649 IONA.L B NUMBER 05-015-00 DWG. NAM 050150ORD.DWG DATE NOVEMBER 9, 2005 SCALE 1 "=50' JOB DUMBER 05--015-00 DWG. NAM E 05015OORD.DWG ,� AID SHEET 2 OF � ,-1 u S. % aF ��Al'SH v � a KURT M. 4LOECKNER 5543 ,SjCNAL JOB DUMBER 05--015-00 DWG. NAM E 05015OORD.DWG ,� AID SHEET 2 OF � ,-1 u S. % t t . t: • i. f c 1 f JOB DUMBER 05--015-00 DWG. NAM E 05015OORD.DWG ,� AID SHEET 2 OF � ,-1 u S. % 0 oz 0 DATE NOVEMBER 9, 2005 SALE 1 "=50' - op ammUT-UP-1111e, .d 5649 ti `SIONAL io 05-015-00 DWG. NAM E 0501500RD.DWG o 15 57 cm foe PVI STA 22+50 PM ELEV 6e2.22 A. D. 7.70 K = 8.96 0 (,4 0 6i L6 C-) > m > cc < < tri cr- 0 + L LL- LoW b9 Z J W 0 Ln 00 (<n00r (n 0Ln L) +.< U) 00 w + 4- C14 N W OyZ) —j N L = 4-10 D c14 U) 0 LL- > > z Li —2 30%. 4 2Z+ 961-139 STA. 2-PL+86.:76 PIPE 7-8 Cq -4 0)0 C q oo C4 N C4 r- (14 ',a- 00 (14 C %1 C 4 C14 (14 C 4 (c 4 C14 tn -C4 C 4 Nrn C-4 0. L I 00 - 1� 00 Lq 0 r10 W L0 � I Q U') & to 1- 9? r� - 0 P) 1") C4 (.14 t -) (D f ' N m —C4 C4 r , pe) V W. vi 0� / 00 Ln Lr.) 0 0 (D CDC) tq- (D ; D \9 U) W (o eq (D C) co D U-) �3 r- 00 Li :) \9 (D LCIP DATE NOVEMBER 9, 2005 SALE 1 "=50' - op ammUT-UP-1111e, .d 5649 ti `SIONAL io 05-015-00 DWG. NAM E 0501500RD.DWG o 6�2 6+31 680, 679 678 677 676 DATUM ELEV 675.00 N -rn 00 (D. 0 682 681 679 679 678 677 676 DATUM ELEV +675.00 10+00 10+10 10+20 10+30 49-4-49. � 0 + &A, -AD STORM -,PIPE 1--2 PROFILE HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=2' 660 659 658 657 656 655 654 653 DATUM ELEV 652.00 co FINISHED GRADE .r FINISHED GRADE o r. ' t o . , (04 20, ls'• GRADE ¢Ij cn w z p ®� N e z (1a ti) � STA. 1C+40 -A ES -1 (05-A 0 i STA. 1 +40 •— Z ES -1 (073,30 If) o INV. OU =6�6 5- rn (D PO L3 o 00 00 00 0m0 cD (D CD (D 682 681 679 679 678 677 676 DATUM ELEV +675.00 10+00 10+10 10+20 10+30 49-4-49. � 0 + &A, -AD STORM -,PIPE 1--2 PROFILE HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=2' 660 659 658 657 656 655 654 653 DATUM ELEV 652.00 co 660) 659) 6583 657 656 655 654 653 DATUM ELEV 652.00 10+00 10+10 10+20 10+30 _4� 10 +39.'�J STORM PIPE 3-4 PROFILE HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=2' 632 631 63 629 628 627 626 625 624 623 622 621 DATUM ELEV 6,20.00 FINISHED GRADE .r FINISHED GRADE o II ' t z GRADE ¢Ij cn w z p ®� i e STA. 1C+40 -A ES -1 (05-A 0 i INV. OU =' •— Z If) o NN N CV <- O cD cD (o CD 660) 659) 6583 657 656 655 654 653 DATUM ELEV 652.00 10+00 10+10 10+20 10+30 _4� 10 +39.'�J STORM PIPE 3-4 PROFILE HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=2' 632 631 63 629 628 627 626 625 624 623 622 621 DATUM ELEV 6,20.00 10+00 10+10 10+20 10+30 10+40 STORM PIP] '5-6 PROFILE HORIZONTAL SCALE: 1 "=10' VERTICAL SCALE: 1"=2' bJL 631 630 629 628 627 626 625 624 623 622 621 DATUM ELEV 620.00 10+40 -1 e+56- Id+55.7 602 600 FINISHED GRADE :598 _._ I 596': ol 594- 592 r s 590 88 N 584 1 Q I -� _ R. C. P z EXISTING Z.1S' _ % \ GRADE 58 - STA. 12+24 EW - PC 580.39 DATUM ELEff INV. OUT=5: 584.00 i m a) r- Lf) Ln It 00 � 0) � (D CD � co. Cn (7) O T N tit') (t 00 N cD O r�? 00 N 6� Q� 00 f� cD d- d- n N O cT� !n �1' I �j P7 cV N CV prj �} d N . - *- r .- r 00 b0 W 00 00 00 00 00 0 00 00 0 00 00 00 00 CO 00 00 00 c 1 00 00 00 co 00 00 00 40 .. Lf) Lf) Lf) U) L() U") L0 LO In Lf) (� Lf) tf) V7 Lf) Lf) Lf) V7 lf) � LLn Lr) 10+00 10+10 10+20 10+30 '10+40 10+50 10+60 10+70 10+80 10+90 114-00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+1 G 12+20 1:24-25.99' TORM PIPE 7-8 PROFILE HORIZONTAL SCALE: I"=10' VERTICAL SCALE: 1"=2' REVISIONS JANUARY 18, 2006 MARCH 7, 2006 APRIL 28, 2006 MAY 9, 2006 JUNE 4, 2010 AS-BUILTS ®ATE NOVEMBER 9, 2005 SCALE 1 "=50' � ,J,T H op7s KURT M. aOECIGIER 5649 �s.`Sj�IAY, i .r FINISHED GRADE EXIS PING a' t p GRADE i �i O N 0 i •— Z STA. 10+56 ES -1 (o zo.10 INV. OUT= o o00 "t o � N a� 1 06 r-� Lfi r7 cD cND CND CND cND (D 10+00 10+10 10+20 10+30 10+40 STORM PIP] '5-6 PROFILE HORIZONTAL SCALE: 1 "=10' VERTICAL SCALE: 1"=2' bJL 631 630 629 628 627 626 625 624 623 622 621 DATUM ELEV 620.00 10+40 -1 e+56- Id+55.7 602 600 FINISHED GRADE :598 _._ I 596': ol 594- 592 r s 590 88 N 584 1 Q I -� _ R. C. P z EXISTING Z.1S' _ % \ GRADE 58 - STA. 12+24 EW - PC 580.39 DATUM ELEff INV. OUT=5: 584.00 i m a) r- Lf) Ln It 00 � 0) � (D CD � co. Cn (7) O T N tit') (t 00 N cD O r�? 00 N 6� Q� 00 f� cD d- d- n N O cT� !n �1' I �j P7 cV N CV prj �} d N . - *- r .- r 00 b0 W 00 00 00 00 00 0 00 00 0 00 00 00 00 CO 00 00 00 c 1 00 00 00 co 00 00 00 40 .. Lf) Lf) Lf) U) L() U") L0 LO In Lf) (� Lf) tf) V7 Lf) Lf) Lf) V7 lf) � LLn Lr) 10+00 10+10 10+20 10+30 '10+40 10+50 10+60 10+70 10+80 10+90 114-00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+1 G 12+20 1:24-25.99' TORM PIPE 7-8 PROFILE HORIZONTAL SCALE: I"=10' VERTICAL SCALE: 1"=2' REVISIONS JANUARY 18, 2006 MARCH 7, 2006 APRIL 28, 2006 MAY 9, 2006 JUNE 4, 2010 AS-BUILTS ®ATE NOVEMBER 9, 2005 SCALE 1 "=50' � ,J,T H op7s KURT M. aOECIGIER 5649 �s.`Sj�IAY, i 408 NUMBER 05-015--00 DWG. NAME 0501500RD.DWG. .r a' t i i i 408 NUMBER 05-015--00 DWG. NAME 0501500RD.DWG.