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HomeMy WebLinkAboutSUB201200129 Plan - As-built Road Plan and Comps. 2013-12-11GENERAL NOTES OWNER. TMP 09400-00-00-01500 SANSOVICH DEVELOPMENT, LLC CONTACT- NEAL SANSOVICH 2000 RED HILL ROAD CHARLOTTESVILLE, VA 22903 434-962-2150 ENGINEER. COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 TELEPHONE.• (434)293-3719 FAX. (434) 293-2813 CONTACT SCOTT COLLINS, P.E. EMAIL: SCOTTOCOLLINS-ENGINEERING. COM TAX MAP NO.: 09400-00-00-01500, 94-15B1, 94-15B2, 94-15B3, & 94-1584 AREA: 144.78 AC. ZONING. RA NOTE. LOTS 1-4 WERE RECENTLY RECORDED AT DB 4138 PG 339 ON FEBRUAR Y 24, 2012. USE. SINGLE-FAMIL Y RESIDENTIAL SUBDIVISION STREETS. • PAVED ROADWAY WITH ROADSIDE DITCH TOPOGRAPHY- TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYORS, COMMONWEALTH LAND SURVEYING, LLC IN AUGUST 2012. BOUNDARY INFORMATION PROVIDED BY COMMONWEALTH LAND SURVEYING IN 2011. VEGETA 770N. ROLLING GRASS FIELD WITH EXISTING TREES WA TERSHED: MIDDLE RI VANNA RIVER WATERSHED UTILITIES. THESE PARCELS ARE LOCATED OUTSIDE OF THE ACSA JURISDICTIONAL AREA. WA TER SHALL BE PROVIDED BY PRIVATE WELLS AND PRIVATE SEPTIC SYSTEMS SHALL BE PROVIDED ON INDIVIDUAL LOTS WELLS AND SEPTIC SYSTEMS SHALL BE DESIGNED AND APPROVED PRIOR TO FINAL PLAT APPROVAL. THIS PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. NORTH ARROW DETERMINATION: NAD 83 DENSI TY.• PROPOSED: 13 LOTS/ 144.78 AC. = 0.09 DUA MAXIMUM ALLOWED: 0.5 DUA SETBACKS. - FRONT (INTERNAL PRIVATE ROAD) 25' SIDE. • 25' REAR: 35' MAXIMUM STRUCTURE HEIGHT- 35' STREAM BUFFER. 100' STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION Notes. ORDINANCE. 1.) LOTS 1-13 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF 7HE ALBEMARLE COUNTY ZONING ORDINANCE. 2.) NOTE. ORIGINAL TAX MAP 94 PARCELS 15 AND 16 EACH HAD 5 DEVELOPMENT RIGHTS BASED ON 1980 BOUNDARIES. WITH SUB-2010-154 RECORDED AT DEED BOOK 4138, RAGE NUMBER 339, NEW LOTS 1(TAX MAP 94-16B1), 2(TAX MAP 94-16B2), 3(TAX MAP 94-16B3), AND 4(TAX MAP 94-1684) WERE EACH _ASSIGNED A DEVELOPMENT RIGHT FROM THE ORIGlN4L (5) DEVELOPMENT RIGHTS THAT -BELONGED TO THE ORIGINAL TAX MAP 94 PARCEL 16, AND MAY NOT BE FURTHER DIVIDED. THE REMAINING DEVELOPMENT RIGHT ON ORIGINAL TAX MAP 94 AND PARCEL 16 IS BEING ASSIGNED TO LOT 5. THE AGGREGATE ACREAGE OF LOTS 1, 2, 3, 4, AND 5, IS LESS THAN 31 ACRES ORIGINAL TAX MAP 94 PARCEL 15 HAD 5 DEVELOPMENT RIGHTS, WHICH WERE ASSIGNED TO REVISED TAX MAP 94 PARCEL 15 AT D. B. 3863 PAGES 363-378. NEW LOTS 6, 7, 8, 9, AND 10, WILL EACH BE ASSIGNED A DEVELOPMENT RIGHT FROM THE REMAINING 5 DEVELOPMENT RIGHTS AND MAY NOT BE FURTHER DIVIDED. A MINIMUM OF 2 ACRES FROM NEW LOT AGGREGATE ACREAGE OF LOTS 6, 7, 8, 9, AND 10 IS LESS THAN 31 ACRES. NEW LOTS 11, 12, AND 13 ARE EACH GREATER THAN 21 ACRES AND WILL NOT REQUIRE THE USE OF A DEVELOPMENT RIGHT. NO DEVELOPMENT RIGHTS REMAIN. 3.) LOT 6 CONTAINS 2.06 ACRES LOCATED WI7HIN TMP 94-15 WHICH MEETS THE REQUIREMENT FOR A DEVELOPMENT RIGHT LOCATED IN TMP 94-15. A BOUNDARY LINE ADJUSTMENT WILL BE PROCESSED WI TH THE FINAL SUBDI VISION PLA T FOR THE CREA TION OF L 0 T 6, WI TH A MINIMUM ACREAGE OF 2 ACRES FROM TMP 94-15, AS SHOWN. 4.) CONCEPTUAL LOCATIONS OF STORMWA TER MANAGEMENT FACILITIES ARE SHOWN. FINAL DESIGN SHALL BE INCLUDED WITH FINAL ROAD PLANS, PRIOR TO FINAL PLAT APPROVAL. 5.) ALL LAND WITHIN THE SUBDIVISION SHALL BE CONTAINED WITHIN LOTS OR WITHIN THE PRIVATE RIGHT OF WAY. LOT ACREAGE.• 143.48 AC. PRI VA TE R/W ACREAGE: 1.27 AC. 6.) NO LOCATION OF ANY GRAVES OR OBJECTS OR STRUCTURES MARKING A PLACE OF BURIAL ARE KNOWN AT THIS TIME TO BE LOCATED ON THE PROPERTY. Z) CRITICAL SLOPES ARE SHOWN ON 7HE PLAN IN ACCORDANCE WITH THE COUNTY GIS MAPPING AND COUNTY TOPOGRAPHY. NO IMPACTS TO THE CRI77CAL SLOPES ARE PROPOSED WITH THE DEVELOPMENT PLAN. 8.) THE LOTS SHALL BE SERVICED BY ON -SITE WELLS AND ON -SITE SEPTIC FIELDS FINAL APPROVAL OF THE WELLS AND SEPTIC FIELDS WILL BE APPROVED BY THE VIRGINIA HEALTH DEPARTMENT PRIOR TO THE APPROVAL OF THE FINAL SUBDIVISION PLAT. 9.) THE PROPOSED STREET IN THIS DEVELOPMEN T PLAN SHALL BE A PRI VA TE STREET, BU T BOIL T TO VDOT STANDARDS, IN ACCORDANCE WITH THE GUIDELINES AND REQUIREMENTS OF ALBEMARLE COUNTY. THE STREET DOES NOT QUALIFY FOR A PUBLIC ROAD BECAUSE IT DOES NOT MEET ALL THE STANDARDS FOR ACCEPTANCE OF THE ROADWAY INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND THEREFORE WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. LEGEND THE PRESERVE AT GLENMORE EXIS77NG CULVERT __ EARTH DITCH CUL VERT DRI VEWA Y CUL VERT A DROP INLET & S7RUC7URE NO. BENCH MARK CURB CLEARING LIMITS CURB & GUTTER PROPOSED PAVEMENT �- VDOT STANDARD STOP SIGN -'-- EC-3A DITCH --------------- 200--------------- EXISTING CONTOUR DEPTH OF EC-3A DITCH 200 PROPOSED CONTOUR 6 EC-2 DITCH 240.55 PROPOSED SPOT ELEVA77ON �— TBC DENOTES TOP/BACK OF CURB g� DEPTH OF EC-2 DITCH T/B DENOTES TOP OF BOX ROAD ASIIIIIIIIIIIIIIIIIII BUILT PLAN SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA / /r , I I , , , I I I LOT 7 _ GREY HERON ROgD LOT 8 LOT 10 TMP 94-16 , \ GLENMORE ASSOCIATES LIMITED \ . PARTNERSHIP ( \ 52.50 ACRES r , D.B PGE306 674 I LOT 5 I , , r r r r f ' 1 r r r LOT 4 ' r r r r 'TMP 94-15134 SANSOVICH DEVELOPMENT, LLC r 5.01 AC r r ZONE: RA r 1 r 1 LOT 3 LOT 6 TMP94-79 / KNIGHT, KEVIN L OR DIANE M 3.552 ACRES / i ZONE: RA D.B./PG. 2158/133 I TMP 94-80 /PROFITT, STERLING C OR LOUISE C i 2.634 ACRES i ZONE: RA D.B./PG. 756/743 LOT 9 ; LOT 11 g \ \ TMP 94-15 \ \ \ SANSOVICH DEVELOPMENT, LLC \ 144.779 AC \ ZONE: RA \ \ D.BJPG. 3863/380 �� \ LOT 12 \ tail GRAPHIC SCALE 150 75 150 300 \ �� 600 SHEET LAYOUT SCALE: 1" = 150' CURRENT OWNER SANSOVICH DEVELOPEMENT, LLC 2000 RED HILL ROAD CHARLOTTESVILLE, VA 22103 ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 ( IN FEET I inch = 150 ft. \\ r4 Li m Fl SITE 1'1 VICINITY MAP SCALE: 1" = 2000' SHEET INDEX TITLE SHEET TITLE SHEET 1 AS -BUILT ROAD PLAN AND PROFILES 2 SITE PLAN DETAILS 3 TOTAL SHEETS 3 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. oj�gTTH0 Cl SCOTT R. COLLINS;?. > No. 35791 . �"ONAL' 1 =1_12 M N rl M C- m �1 f o� co oLOU u L (0111\ v ` -v z N m w N �z �0 Lai �z w z J O C 0 } ..� a w L a a a ' F— C LU L� uj W N� _� a L o L Q W � x U � - ~ o CL U LL.,! L0 ' ..,..� o� � T a � W E� �-, �-- a U zv L W w c w 0 Z U L w � w z� wLLJ 0 [— 1..'� W T C i 0 N v a� o CLC y0 W 0 U x x .� o N L U a a w r, � E� w Q) �> a0 w •c JOB NO. 112054 0 (no SCALE a AS NOTED 3 0 a � a SHEET NO. j L- od GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. 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. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NA TURAL WA TERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MA Y BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. B. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA I1 I 1 I CBR TEST LOCATION I STA. 10+25 CBR TEST LOCATION /r STA. 13+00 t\ --- - ceo -GREY HERON v \ ZI I w / `'� 1 / ¢ 1 /' CBR TEST LOCATION `�. v/ STA.19+00 'i 1 MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. BORE TEST -- LOCATION MAP 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED 1"=150' BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS RESULTS RESULTS NOTE: SPOT-CHECK INSPECTIONS AND CBR TESTING 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMITCBR SIGNS ARE 5 MPH BELOW THE STA. = 8.7 COMPLETED BY GOOCH ENGINEERING & TESTING, INC. DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS ALL SPOT-CHECK LOCATIONS MET OR EXCEEDED THE 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE STA.1 +00 3 = 7.5 REQUIRED THICKNESS OF COMPACTED 21A SUBGRADE. SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS STA. sg+oo ; 13.0 SHOWN ON THE ROAD PROFILES FINAL CBR = 6.5 > 5.o 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS ACTUAL DESIGN THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO CBR CBR INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE, DRAINA G� 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICA TE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HA VE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WA TER COURSE. EA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 7HE PROPOSED METHOD OF CORRECRON. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, Il, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE (PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGA 7E SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. Z PRIME COAT MUST BE APPLIED TO BASE MA TERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPAR TMEN T OF TRANSPOR TA TION SPECIFI CA TIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERM( T ISSUED BY VIRGINIA DEPARTMENT OF IRA NSPOR TA 77ON MA Y BE LOCH TED . WI THIN THE STREETS RIGHT OF WA Y. LIST 1: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPAINCIES OCCUR THE REQUIREMENTS OF 7HE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND C0NS7RUC77ON ME77-I0DS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA T70N MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS 07HERWYISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill, 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED BY AN ENGINEER TO CERTIFY THE CONSTRUCTION OF THE ROADWAY FOR FINAL L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OFA PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT,' INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEER AND ALBEMARLE COUNTY A MINIMUM OF 48 HOURS PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS 1 1 /2" SM-9.5 SURFACE ^^" 2 1/2" BM-25 INTERMEDIATE 6" COMPACTED AGE BASE COURSE, VDO OR #21B DEPENDIN( UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE NOT BEING ELIGIBLE FOR STATE MAINTENANCE. R/W C%L JW POINT OF AFINISHED _-- GRADE 1 1/2" SM-9.5 1 ¢ 1/4" 1' 1 1/4" 1' A 1 EXIST. GROUND EXIST. GROUND 1 1 2 112" BM-25 I 6" 21-A I EXIST. GROUND i 1 EXIST. GROUND 8' 6' 10' 10' DITCH SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER DITCH 50, TYPICAL iS-TRZ, ,5"�'CTION GR.,E'T HERON .RO,4P NOT TO SCALE' V2 SECTION CAST IRON -►} SECTION STEEL NOTES 2'-7" LUGS TO BE I I 1 I 1'-3 L 2/Z' x 2/Z' x /�' 1. DEPTH OF INLET (H) TO BE SHOWN ON CAST WITH 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE COLLAR /4 _ _ /I, -4 STADIDARD DI -IA i� - - OPTIONAL a BRACE RIBS gVi' 2'-7" wz' 4'_2" CAST GALV. IRON STEEL 66 ± 3 LBS ( 43.6 LBS INCLUDING INCLUDING LUGS CONNECTOR 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLMNS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE PLAN A 2"X4" NOT H Y V2" x IV2' x 4"J VZ' x 41! STRUCTURE. (GRATE REMOVED) LUGS CONNECTSTUD OR 4. IN THE EVENT THE INVERT OF THE �12�9V2"_� ��� OUTFALL PIPE IS HIGHER THAN THE SEE BOTTOM OF THE STRUCTURE, THE INVERT rq DETAIL A OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL 'MIN RAISED � AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED 2V " TERNG IN THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR CPS: AOPJ ONLY DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. DETAIL B DETAIL A rc U I 6. THIS ITEM MAY BE PRECAST OR CAST - IN -PLACE. 4'-2" 2'-7" HARDWARE CLOTH 2 6' 1'_3" SEE B N I 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT - 4" DEPTH AGGR. #68, #78 OR #8 x 6" WIDTH TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS ww ww a a a n �- LJ C MA BE PROVIDED. SEE STANDARD T-DI-3, 4 FOR a o ? 3" DIAMETER WEEP DCOLLAR Oan SEE NOTE 8 zz 8.HOLE ALTERNATE DESIGN. DIAMETER PAMRWRECOWIT}i 12"X12"LE 0V" = _ z z 12" PLASTIC MESH OR GALVANIZED STEEL WIRE LINIMUM - 12" 18" OR 24" - WIRE DIAMETER 0.03", NUMBER 4 MESH �4 rO ED i ' a HEBEI HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. iV iv iV M m G1 9• CAST IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI. PRECAST SEETBOEHM DETAIL B -�++w CONCRETE IS TO 13E 4000 PSI. SECTION A -A 11/2',,J 1"� ��1" _ 2" (� I ' 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH ��Mtt MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12 CONCIRETE PIPE - 1.440 CU. YD. CONCRETE 15" CONCRETE PIPE - 1.528 CU. YD. CONCRETE I APPROXIMATE WEIGHT 1/4' Y4 GRATE 63 CAST IRON8 LBS 11. WAY LLETTTTERINGNO 7ISREQUIRED TE SON ALL Di-1 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE 24" CONCRETE PIPE - 1.877 CU. YD. CONCRETE SECTION C-C SECTION D-D GRATES. LOCATION OF LETTERING MAY VARY BY MANUFACTURER. YD. PER AADDDDITIONAL FOOT OF GRATE DETAIL STANDARD DROP INLET FIYERM 1211 - 2411 PIPE# MAXIMUM DEPTH (H) - 10' 233 REV 8/07 104.01 VIRGINIA DEPARTMENT OF TRMNSPORTATION 302 SHAPE TO BE BEVELED H WITH MORTAR -- DO NOT BEVEL INVERT - 1.6 L NOTES:: 1. IN' MAY BE REDUCED UNTIL "X" REACHES A M!"MIUd OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL. TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 2, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. ALL CAST IN PLACE CONCRCM TO BE CLASS Al FOR PRECAST SEE SHEET 101.02. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS (0' TO 45' ). 5. HEADWALL TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR. EW-1 ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" 15" 1 18" 21" OR 24" 27" Oft 30" 33" OR 38" A 0'-6" 0'-8" 0'-9" 01-11" 1'-0" r-0" B 0'-11" 1'-r' 1'-3" 1'-6" 11-9" T-O" C 1'-4" Y-7" V-9" 2'-2" 2'-6" 2'-9" D 1'-0" 1'-3" r-8" 2'-0" 2-a" Y-U" F 01-6" a-8" 0'-8" 0'-91' a-9" 0'-9" H 2'-3" 2'-11" 3'-2" 3'-9" 4'-3" V-9" L 4'-0" 5'-0" 6'-0" 8'-0" 10'-0" IT-0" a a-0/4" 0`-1Y4" 0'-2" o'-2y2' 0'-31/4' O'-3y'4' b O'-1" 0'4/4" 0'-IVZ' 0'-2" 0'-2V2" 0'-3'- CUBIC YARDS OF CONCRETE CONC. PIPEI 0.241 1 0.492 10.697 1 1.318 1 2.067 1 2.947 C.M. PPE 1 0.257 1 0.521 1 0.738 1 1.3981 2.198 1 3.145 EW-1,tA 6. BEVEL EDGE IS REQUITED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7.HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 8. ON SHALLOW FILLS. WHERE EHDWALLS ARE I.OR LESS BELOW SHOULDER LRE THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRASS OF THE ROAD. 9.74" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MUWUFACTURERS OPTION. EW-tA 11 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PRE CULVERT (SPAN x RISE) 23"xW' 30"xH9" 34"x22" 38"x24" 42"x27" 45"49" 49"x32" 53"x34" A 0'-8.• 0'-T. 0'-101. 0'-11" o'-n" T-0" r-on 1'-0" B 1'-2" 11-5" T-6" 1'-8" 1'-9" 1'-10" I. -IT, C 1'-8" 1'-71" 2'-r' 2'-4" 2'-5" 2'-T' 2'-8" T-9" D 1'-2" 1'-7" 1'-10" 2'-0" 2'-3" 2'-5" T-8" 2'-10" F 0'-8" 0-8" 0'-9" 0'-9" (Y-9" a-9" 0'-8" a-9" H 2'-10" 3'-3" 3'-7" 3'-9" 4'-0" 4'-2" 4'-5" 4'-7" L 5'-5" 7'-2" 8'-6" W-2" 10'-2" 10'-11" 12'-1" IT-11" S 1'-11" T-6" 2'-10" 3'_2" 3'-8" 3'-9" 4'-1" 41-5" a D'-2V2" 0'4/4' O'-311e 0'-4" 0'-4V2" 0'-4-A„ 0'_5" W-51/2" b W-2" 0'-2V2" 0'-2Y4" 0'-3" 1 0'-3VZ' 0'-3Y'4" (Y-4" 0'-4V2' CUBIC YARDS OF CONCRETE CONC.PIPE 1 0.502 1 0.855 1.236 1 1.500 1 1.811 2.XA 2.512 2.801 [7302 STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 23"x14"-53"x34" ELLIPTICAL PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 SEE STA DARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. STANDARD MIH-1 NOTE FRAME I9 COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. i %% liu�i� n • 1V///r��■ i�////�rir•�■ 31w..r...��- -.1lrrr trr �g U//G7///i.����1►daari SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK SHEET 1 OF 5 B' 45- HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACD BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANiOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4_, 0.5 0.785 1.437 0.7 0.785 1.699 B 0.9 0.785 1.961 7 To 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3. 11 1.9 6.970 3.455 12 2.2 0.970 3.8n 13 2.5 0.970 4.179 14 - 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 n 4.0 1.173 6.032 INCREMENT 1 0.45 0.582 OBTAIN TRUE gUANTITES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDff[ON& FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5.IF BLOCKS ARE USED THE MW8A1M THICKNESS OF SANE IS TO BE 511. OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6.ALL CONCRETE TO BE CLASS Al 7 STO BE ON SHE THE INVERT ISS IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. TECFUrM Ruuva MANHOLE FOR 12" - 48" PIPE CULVERTS REV.7/01 VRMA DEPARTMENT OF TRANSPORTATION 302 tos.ol END -SECTION 12" - 60" PIPE HU3 END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X - �� X E CONCRETE TO BE 4000 PSI MGM PLAN DIAMM OFF ER PW r� E - FND VIEW END SECTION DIMENSIONS PIPE DIAI/ETER A B C D E 12" 4" 2'-a' 2'-01' 1 4'-0" 2'-0" 15" 6" 2'-3" V-9" 1 4'-0" 2'-6" 18" 9" 2'-3" 1'-9" 4'-0" 3'-0" 21" 2'-t1" 2'-r' 5'-0" N-8" 24" " 31_7" T-6" 6'41 41-0" 27" " 4'-0" 2'-f' 6'4" 4'-6" 30`' T-O" 4'-6" 1'-7 " V-1 5'-0" 33" 1'- 4'- 2'-3 T- ' W-6" MI. T-3" 5'-3" 2'-10 8'- " 64-0" 42" r-9" 5'-3" 2'-11" 8'-2" 6'-6" 48" 2' 8'-0" 2'-2" W-T, 7'-a' 54" 2''-a-3: 5'-5" 2'-91 " 8'-2 7'-6" 60" 1 2'-tl" 1 5'-01' 31-3" W-3" 8'-0" ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION _ _ Xl IM CONCRETE TO BE E 111 4000 PSI MINIMUM L� PLAN SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A 1 B C D E 12" 4" 2'-O" 4'-1" 6'-1" 2'-0" 15" 6" 2'-3" 3'-10" 6'4' 2'-6" 18" 9" 21-3" 3'-10" 6'-1" 3'-0" 2V 9" 2'-11" 3'-2" 6'-1" 3'-6" 24" 10" 3'-7" 2'-8" 6'-3" 4'-O., 2711 " 4'-0" 2'4„ 61- 4'-6„ 3a' 7-0" 4'-6" 1'-7 4" 6'-WA.5'-0" 33" 1'- 4'- ' 3'- B'- 8.4, 361. 1'-3" 5'-3" 2'- 1 8'- B'-0" 42" V-9" 5'-3" 2--till W-2"' W-6" 48" 2,_0" 6'-VI 21-2" 8,_2„ T-0" 54" 2'-3" 5'-5" 2'-tl" 8 -4" 7'-6" 60" T-6" 5'-O" 3'-3" 8'-3" `- - PAY LINE C e NOTES: PIPE LENGTHS SHOWN ON PUNS ARE BASED ON END -SECTION DESIGN SHOWN TO L E TFE ALTERNATE DESIGN SHHEFT. IF THE C061TRACTOROWNCON YERT THE RIGHT, LENGTHS WILL BE REDUCED BY _ - THE DIFFERENCE IN DIMENSION "a'. SLOPE DETAIN. SPECRICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/O1 002.01 ft��� TH 07� SCOTT R. COLLINS 'Z No. 35791 0 ���SIONAL Eli ►`i M O V � cV W H z r� II z � o uj ce o V II Q Lu z ce © J z W uj o (D w 0 O J U ce iL V Lu cy: ^ iu. L ui t 0 z 12(!) JOB NO. 112 054 SCALE AS NOTED SHEEP NO. 3 O 6 Z 0 O LJ � W = z v °z w O z o J c J 0 U o� C O v c 6 0 Q � c 0 _ V O Q) Q� y= 0 O S