Loading...
HomeMy WebLinkAboutSUB198800212 Plan - Approved Road Plan and Comps. 1989-06-12N a TER PL VICINITY MAP N.T.S. Sri 6f NGTON FRY N 5" 6 Main 0 0',' fa,7 IW 50' R \W q_ �Y P'll-Ile po P4; AL BEMARL.E COUNTY ENGINEERING DEPARTMENT. Subdivision Road Plans and Profiles Albemarle Count Virginia 3' 4' 101 3., 1.5" S-5 PAVEMENT (SEE ALTERNATE BELOW) 1"/FT. 1/4"/FT. 1 /4"/� 1 "/FT. 3: '000000000000000000000000000000000 �►7 J_ O O O O O O O O O O O O O O O O O X 1' 6" VDOT #21A BASESTONE 4rl pReFERR Fp . TYP-ICAL ROAD SECTION OATAGY 1 DESIGN SPEED = 25 MPH MAX. ALLOW. GRADE = 9% MIN. SSD = 160' MIN. K = 26.7 �\ I' MIN. G' MIN. OUTFALL DITCH DETAIL (N.T.S.) TO BE CONSTRUCTED IN OUTFALL DRAINAGE EASEMENTS WHERE NO DEFINED DITCH OCCURS. APPROXIMATE LIMITS GIVEN ON PLANS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. ALTERNATE PAVEMENT EXISTING STATE FRONTAGE RD. F-177 10' 10' PROPOSED 12' \: 1 /4"/FT. l) >) 0 0 0 0 <> <> <> <> <SO<0f00 8" VDOT #21 A BASESTONE TYP-I CA.L ROAD SECTION TURN AND TAPER LANE DELETE t 1.5" S-5 ASPHALT ADD= PRIME & DOUBLE NOTES: 1. THE MBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE VIRG NIA DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFEfS TO THE COUNTY OF ALBEMARLE, VIRGINIA. 2. PRIOF TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLE RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROADWA PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM V.D.(.T. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE FEQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5061) 48 HOURS IN ADVANCE 'OF THE START OF CONSTRUCTION. 4. ALL VATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. 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 CONSTRUCTION. 6. UPONICOMPLETION OF FINE GRADING AND PREPARATION OF THE MADDED SUBiGRADE, THE CONTRACTOR SHALL HAVE C13R TESTS PERFORMED OIN THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST PESULTS SHAILL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT LESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED M TH THE TEST RESULTS FOR APPROVAL. 7. A;L SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AOD MULCHED.. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WIERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER AFE TO BE ACHIEVED. B. SUFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN T117 PUBLIC RIGHT-OF-WAY OR EASEMENTS PRIOR TO ACCEPTANCE BY V.).O.T. (ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO BOUNDARY LINE OR A NATURAL' WATERCOURSE). 9. ALL DRAINAGE INLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION. 10. GUA<DRAIL LOCATIONS WHERE SHOWN HEREON ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUAFDRAIL MF)Y BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF W.D.0.T., THE DIRECTOR OF ENGINEERING OR HIS _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. 11. WHERE URBAN CROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO V.D.O.T. CG-9A OR CB-9B. 12. PAVED OR RIP -RAP LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAIC,!A:-E CHANNEL WHEN, IN THE OPINION OF V.D.0.T., THE DIRECTOR OF EN S I14E.ER I NG OR HIS DESIGNEE, IT IS DEEMED NECESSARY. 13. A MISd3 &- If° CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVE0k.IV,- ' SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. AD)DITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 14. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIOINS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. 15. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET IDENTI- FICATION SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM TO V'.D.O.T. STANDARDS. SIGNS MAY BE PURCHASED THROUGH THE DEPARTMENT OF ENGINEERING. THE DEVELOPER SHALL BE RESPONSIBLE FOR NAINTAINIING OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STAiTE SECONDARY ROAD SYSTEM AND A RESOLUTION IS ADOPTED BY THE COUNTY FOR MAINTENANCE OF THE SIGNS. 6' 1 3' i 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OF BARRICADES SHALL BE -�'f--I INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, THEY ARE DEEMED NECESSARY IN 1.5" S-5 PAVEMENT (SEE ALT.BELOW) ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 17. IF CBR-10 IS NOT OBTAINABLE, UFO TO 6" OF ADDITIONAL SELECT MATERIAL OR AGGREGATE MAY BE REQUIRED. 18. WHERE ROCK IS ENCOUNTERED IN CONSTRUCTION OF ROADSIDE DITCHES, PG-2A SHALL NOT BE REQUIRED TO STABILIZE CHANNEL. 19. ROCK TO BE CUT TO 12 TO 2 BATTER WHEN ENCOUNTERED. 20. CONTRACTOR TO PLACE RIP -RAP WHERE DIRECTED BY THE ENGINEER, 21, THE -LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF. THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CON- TRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 23. LOTS. WILL BE SERVED BY PRIVATE WELLLS AND SEPTIC SYSTEMS. 24. BENCHMARK AND DATUM USED, 3 NAILS IN TREE 250' EAST OF BEGINNING OF ROAD. EL. ASSUMED 500.00 25. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST WITH OSHA STANDARD FOR THE CONSTRUCTION INDUSTRY 0�> (29 CFR PART 1926). ti /'1 No. 014532 rQIVAL V,r SCALE N.T.S. DATE 06-12-1989 REVISIONS 9-22-1989 9-29-1989, DRAINAGE MODIFICATIONS 1 /1 III w L 0 r z M z CL z 0 C1) a M V / !6 u w z o Ld 0% (/) N ( 0 N t i � i- Q U LJ0 '0 0) =N0 0 LLLJ vF"i � I V I _Z w0rn �"�O CD `.J W r- = ova JOB NUMBER 88-226-00 SHEET 1 of 5 W ui Q 0 Y W 2 U z Z _O O ~ W H W W Z W O U O W p Z W W w a V 2 pCc � J 2 F vi a (9 m v) Lu Y � O I.L. m ® w d O O z z PLATE T PLAN -PROFILE o. P. R. & R. E. STANDARD DIETZGEN CORPORATION PRINTED IN U.S.A. 8 - 26-OD HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE -FULL. LINE `sue DY" PRINTED IN U.S.A. 88�-226-00 _. I HIGHWAY FEDERAL AID SHEET PLATE t-SINGLE PLAN AND PROFILE -FULL- LINE VV'TELFME " 88-226-00 PRINTED IN U.S.A. _z 0 f w�z o v0`a Iwoyz� 0 a /°- V7 2 () W N OM 1 °* © 7_ HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE frTELEME 88-226-00 PRINTED IN U.S.A.