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Home My WebLink AboutWPO200400090 Plan - As-built Road Plan and Comps. 2011-09-017 J DESIGN PLAN NOTES: 25' STRIP ( V - l R 10. WHERE URBAN CROSS SECTIONS ARE INSTALLED,,ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG=9 (A,B, OR Q . DEDICATED-----�.� / � ,/� OVERHEAD 1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS T) THE VIRGINIA DEPARTMENT OF TRANSPbRTATION. THE TERM COUNTY REFERS TO PUBLIC USE / TO THE COUNTY.OF ALBEMARLE, VIRGINIA. (D.B. PUBLIC 2 PLAT) TELEPHONE - 11.'WHERE RURAL CROSS .SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. LINES 2. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING.ROAD, A PERMIT SHALL BE ir? � OBTAINED FROM V.D.O.T. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE_ ANY DESCREPANCIES 12. PAVED, RIP -RAP, OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL, WHEN IN THE OPINION OF V.D.O.T., THE ` // OCCUR THE REQUIREMENTS OF THE PERMIT SHALL_ GOVERN. DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. STANDARD Q ROADS WITHIN THE V PM NT WILL MAD Y "THE COUNTY. THE CONTRACTOR MUST NOTIFY THE 13: A MINIMUM CLEAR ZONE OFTEN 10 FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL 3. CONSTRUCTION INSPECTION OF ALL PROPOSED D E DE ELO E IL BE MADE E 0 ( ) j'IVTX / SIGN / Qv�f DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION, CLEAR ZONES MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. / 4. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. ALL EXCAVATION FOR 14. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, S63 °9.5' 17"Ef �w� 9 UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CCNSTRL.ICTION INDUSTRY (29 CFR PART 192.6) SHALL BE STRICTLY ADHERED TO, THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. / 56.61 H PROVIDED ACCORDANCE WITH THE APPROVE EROSION CONTROL PLAN AND MUST BE 15. ALL REQUIRED SIGNS STOP STREET NAME SPL=ED LIMIT SIGN ETC. ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE.. �. EROSION AND SILTATION CONTROL MEASURES S ALL. BE IN C _ E D F C ( ) r INSTALLED PRIOR TO ANY CLEARING; GRADING OR OTHER. CONSTRUCTION. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD.NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE PC)l_E �;>Sv cJ LO 1 VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTR`JL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE O 9 6. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HVE CBR TESTS PERFORMED ON THE RESPONaIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS 6''O� 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 -TO BE POSTED ON SPEED LIMIT SIGNS ARE TO 9E DETERMINED BY VOOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO POSTED 5MPH BELOW THE Nt, OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL_ BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL_: DESIGN SPEED. `�r7 00 7 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. THE MAXIMUM ALLOWABLE: SLOPE IS 2:1 (HORIZONTAL.. VERTICAL). 16. ROAD PLAN APPROVAL IS SUBJECT CO. FINAL SUBDIVISION PLAT VALIDATION; SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING A�U t� QP / / ` `� `� 6 ' 9�q WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4: 1 OR BETTER ARE TO BE ACHIEVED. AND RECORDATION, THEN APPROVAL-: OF THESE Pi._.ANS SHALL BE NULL AND VOID. I T = - T ACCEPTANCE BY 17. TRAFFIC.CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OR THE DIRECTOR OF �� rti ` g•� ! > 8. SURFACE DRAINAGE AND PIPE DISCHARGE MUSE BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR 0 ca Q ,/ V.D,O.T. AL_L DRAINAGE OUTf-ALL EASEMENTS ARE TO BE EXTENDED TO BOUNDARY LINE OR A NATURAL- WATERCOURSE. THE CONTRACTOR SHALL FIELD ENGINEERING OR THE DIRECTOR'S DESIGNEE„ TIEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. //Q ! VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE: 18. USE VDO1 STANDARD CD-1 OR CD-2 IJNDERDRAIN UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 9. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH; LOCATION, AND APPROPRIATE END TREATMENTS WILL BE .FIELD DETERMINED AT THE TIME: OF / POLE T - DIRECTOR OF . C CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED A LOCATIONS NOT SHOWN WHEN, 1N 1HE OPINION OF V.D.O.T., 'THE DI E 19. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE / Q STREET r>> ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS.DEF_MED NECESSARY, WHEN GUARDRAIL_ IS REQUIRED, IT SHALL BE 'NSTALLED FOUR (4) FEET OFFSET' ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM ANO OWNERSHIP. THE. VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VOOT'S VIDEO CAMERA L NAME g° �� DRIVEWAY �`� FROM .THE EDGE_ OF PAVEMENT TO THE FACE OF ..GUARDRAIL, ANI:I ROADWAY SHOULDER .WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. INSPECTION PROCEDURE AND WITH A VDOT AND/)R COUNTY INSPECTOR PRESENT. IN ADDITION; IF HIGH -DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM SIGN � o PIPE o / IS. INSTALLED THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR / \ INSTALLATION TRAINING. X. / ie ` '&TANDARi� 1\ , \ TYPICAL SECTION l�✓ / POLE F _ !� I HALF MOON COURT L IT LOT 2 R _ 18 °00 ' 0Q " PERMANENT \ �. tea. �. ''"*,. 5 -7-� 8 0 ' x 3 0 " -G- 4- HOPE PIPE - LOT 3 I ` - . / (. :�00. 00 DRAINAGE ' i e> �`'� � T 157. bt3 42}--F_&-�-• EASEMENT 25. 25, EXISTING DI T {2i-E{ -3. %Ai9S --1- PRESCRIPTIVE i` `- o ��FS co 7g• 19 INVERT IN=4�--4- 47G. 4 1 (D. B. 3400--12 PLAT) ALL CUT SECTIONS ALL FILL SECTIONS EASEMENT' �` �... ` qRE G DRIVEWAY o' cv 1 LOT 4cc �1,� RXISS D PIPE r` 1___4_'_4' � 7' m E - ------ -- -.--- - ----- - - � ��.••� "•,�. o' \ ?� \\``��.. N - ,1 I 'h'4k'� 3:1 1•,, 1, * 3/8•,: 1 * 3/8": 1 1 RIP r\ RAP07 L MqX ---- VICINITY MAP .'�� .�", �;; - �';;` BMP,'��m (SEE PLAN FOR SURFACE WIDTHS 6 DITCH LOCATIONS) RIP I BM P „ SYRFAGE PRIME & 99Y86E^ _ RAP �1 L DITCHES ARE GRASSED -- - ` ALTERNATE DESIGN �. ' R r `\•. ,,�` \ o _..,�_._y e,_. _ ._.__ __ _ _ �_ _- ._. __ -�.-.. '�'`�' r BASE fi H �rssFF- $#xE t+A T. hte- 4 A Y �! SURFACE . $= DEPTH ASPHALT CONCRETE SM-9.5A W/ PRIME COAT OVER BASE STONE �lNF Y ~` ^�`� �" ^�. "-, N7� °�JS' 0,�"E 462 31 ' - .� -- _ .- _ --- /� k G� * USE 114": 1' SURFACE CROSS SLOPE WITH SM-9.5A . - . -- ��.� �\ \"-- m __�_.--- -----Ln�� --- - - �CG��I DESIGN .SPEED 20 MPH M. 45-398 ,� _�_.__...._ _ `S ASBUILT k RESERVOIR PLAN & PROFILE (F'43� '- DITCHES ARE GRASSED - OF PUBLIC ROAD TO SERVE AREA RESERVED r. G SITE % FOR DEDICATION -''..•, .� �� / HALF -MOON COURT (..�C) ') UPON DEMAND OF (D.B. 3400- 9.2&13 PLAT) �, �- LAMBERT POINT r'T�ic� ALBEMARLE COUNTY. �\ LOCATED ON STATE ROUTE 743 L> _ _ PERMANENT ALBEMARLE COUNTY. VIRGINIA Q (D. B. 3400-12) DRAINAGE cn RIO DISTRICT " TYPICAL SECTION INVERT � , _ __ _ EASEMENT w 676i r >� 9`'`S0, " �C?� V TAPER LANE ��` OUT- ~� (D. B. 3400-12 PLAT) �o SCALE 1 = 0 HORIZ . DATE SEPT. i' 20 1 °O (743 U a EXISTING ...`..}:;D 3 ` DR . vq� RRIAN 5.�� _ 474 72 XF'IF'E v rn 1 10 VERT . r/. Lic. No. 002281 ASBUTLT NOTE: '�_ � � ARIABLE WIDTH_ 4' CaCU FOR \ \,' LOTS 1 THROUGH 5 ARE SUBJECT TO '� ` LOT 5 FRANK BUCK � 1/4":1. 1 :1 DECLARATION OF COVENANTS AND CONDITIONS ' 4 - MQX RECORDED IN D.B. 3276--573. ROGER W . RAY y ASSOC.; INC 1717--1B ALLIED STREET t RESERVOIR (JEE PLAN FOR SURFACE WIDTH)' DESIGN : CHARLOTTESVILLE, VIRGINIA 22903 -- 9ASE : �; ASBR. BASE M rT TYPE-q-sae-2+A- , 804-293--3195 SCALE : 1' - 2000 iURFACE -2-'= DEPTH ASPHALT CONCRETE SM-9.5A W/ PRIME COAT OVER BASE STONE '�• ��