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HomeMy WebLinkAboutSUB200600058 Plan - Approved Road Plan and Comps. 2006-12-11 (3)V Now LOT 1 6� 1 0?' g Sr1'_ CM PIPE \ PERMANENT e 54 -- - - - - - -- - e `� \ ` `e cr \ \EX\IST�NG _ (2) ES -2 � .7 1V r DRAINAGE ?\ o `GRAVEL\ _ �2�`EC-1 -CLASS.-1------ ------ EASEMENT --------------- _I-NV_ IN=659.00 ti r�F�LC e _ - ----L---------r,Q `\ONLY, CUT D \ `SPED 670--- ------------ - \LIMIT, PERMANENT SAA ItTAGE- SION- w - - - - - - �iEMT-EAS__z c� \ _ _ e FL R �� PLAIN EXISTING / 42" CM PIPE ' (2) ES -2 EXISTING FX (2) EC -1 CLASS 1 ENTRANCE o� Antic q �E FO S°,TgygTF MFNr� 9 w°ASAO�r / (Q 94,0 �STANDAR[ & p,,,10t° TA. J T V HIRVIIG SYCAMORE CREEK CIRCLE BASE • 6" DEPTH AGGR. BASE MAT'L TYPE 1 NO. 21A SURFACE : 2" DEPTH ASPHALT CONCRETE SM -9.5A W/ PRIME COAT OVER BASE STONE DESIGN SPEED - 20 MPH II/ r N 100' TAPER GUARD-RAIL TO BE RELOCATED 1 syFsr 2 /r \ y r, 'j3LLj E'xL CU 9 ----- 650 _ INV OUT= I \..r-------- 651.00 ---- z`'�----------'- 651.00 1 I`\` I_-„ i' 20'\PERMANENT \` --LOT 17 _ I �_ <} ` ----------------------- -1--`- _ A^SEMENT �`1 O, —�- r_1 I / /115/ n '\l M.- ,-" -------------- o------____, QV), 7,7n' —\'�"1c. �• — — 166 0 1 C7 17+ NOTES: 1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA. 2. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM V.D.O.T. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS 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 (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 4. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. 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 CONSTRUCTION. 6. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHAL.I. 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ,ACHIEVED. B. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY V.D.O.T. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO BOUNDARY LINE OR A NATURAL WATERCOURSE, THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 9. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF V.O.O.T., THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S 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. 10. WHERE URBAN CROSS SECTIONS ARE 'INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A,B, OR C). VICINITY MAP 8/ 710 708 29 aE0 2.g HILL pP`� P 760 � 712 SCALE : 1"- 4000' 11. WHERE RURAL CROSS SECTIONS ARE :[NSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. APPROVED 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., by the Albemarle County THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. O munity DevelopmentDepartment 13. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. mate )2 Jlf /zoo f ADDITIONAL CLEAR ZONES MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. File J 3---�-�� 14. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SIECTIONS, AS SHOWN ON T1E TYPICAL PAVEMENT SECTION DETAIL, Road plr,w SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 15. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGN, ETC.) ARE TO BE FURNISHED AND INSTA'_LED BY THE DEVELOPER PRIOR TO ACCEPTANCE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUM3ERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN 0.4 THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE S=CONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPE=D LIMIT IS TO POSTED 5MPH BELOW THE DESIGN SPEED. 16. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION, SHOULD THE FINAL PLAT FO'? THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 17. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER, WHEN IN THE OPINION OR THE DIRECTOR OF ENGINEERING OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN OiRDER TO PROVIDE SAFE A4D CONVENIENT ACCESS. 18. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAIN UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 19. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERT'S 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 ADDITION, IF HIGH-DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE'. MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR BRIAN S. RAY No. 2281 INSTALLATION TRAINING. PLAN 6 PROFILE 20. ALL DRAINAGE EASEMENTS WILL BE DEDICATED TO PUBLIC USE. OF PUBLIC ROAD TO SERVE PHASE FOUR SOUTH FORK FARMS LOCATED ON STATE ROUTE 710 SAMUEL MILLER DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE: 1" = 50' HORIZ. DATE: JULY 25, 2006 1" = 10' VERT. REVISED : OICT. 6. 2006 FOR GREG BALDWIN ROGER W. RAY & ASSOC., INC. 1717-1B ALLIED STREET CHARLOTTESVILLE, VIRGINIA 22903 434-293-3195 I 40 +00 SHEET 1 OF 5 13119 ROAD PLAN PH4 TYPICAL SECTION SYCAMORE CREEK DRIVE SYCAMORE CREEK CIRCLE �d+uu ey-ruu JUTVU 13i-rvU JC -!-VV JJTvV l vv 11 1 Jrr=1 J Ur j 1J11�J NUHU r -LAIN Y rig LOT 3 PERMANENT _ _ EASEMENT 44' x 15'% L'f`1 PIPE `, (WES '" / (1) E- -1 CLASS 1 _ ------ - , INV I N=709.30_ � �>- /'69 / 20; PERMANENT `. D EASFMENT "'INV OUT= \ \ ALONG\SWALE \.--�, ' 708.50 ,'I I 0 ' . 0 0 I A6 6p0 • I 1 r/' i I p p61.68 ,' P r 25Q• l \ wa u� J� LOT 9 SHEET 4 LOT 8 42' x 24" CM PIPE (2) ES -2----- -----_ . .' (2) EC -1 CLASS 1 "/� „• ___- Ln INV IN=692.70 - BEGIN EC -2 r �� <j r/ N 52 -x 15' CM PIPS -_- - r rz cu r� ,. y (2) ES -2 _ m ,� r �' STAN 1' ,� -,-+ (2) EC -1 CLASS 1 ,'--'EMANENT rn p -'r 1`- ; ST -f EET,_r� r o INV IN=742.75 I - DRAINAGE \ m L) --'gyp STANDARD w `" 'NAME; / �' zm - y�----------- Z `- - �--'- r--------- STOP w w /'SIGN / , ,' "' -''PERMANENT ,�`'r ,`\-, EASEMENT . -� n \ SIGN' u o r rs�/ v `5 �' ��' / DRAINAGE '' / '-, m ' EC _2 - - _-;'-'�` -''-� 1 `'.' / / �' ,'_ __--- w--- _ _ _ ,rte©0 :�'9�. a , / EC -2, — - - _ - .. a N so, > -2----..�.����- - ------ _ __ �,.> f ,. ,. �s ,..>,. > ►�_- - -- -- �_ z - `` _N _N ,'� ` h , "` - S27'95'0 "E 42 .181 ---- S AMORE CREEK D E f 0') -' - r ` � - - V - �-J I , , / / �. / .e -- 1A1 ,' I 1 \ /--- - - - - , ter/ /�,' cnu +' ,' ,' ' ,�\ mLrr" INV OUT= � --------------- -_ y\ rr\ \ - d \ •' / , \ iii \ r 69t.30un /-o (3),' ,'/',' ,' INV O,JT= �,__\ - _ -�'�' /� // �\ \-------------- -- 699� 00 o + ,r , o / ,.' ,' r �— 20' PERMANENT DRAINAGE o_ ,�, �,' �, // -1 _• - ,',' / '� \\ EASEMENT \ \ \ \ \ ALONG SWALE � \ \ LOT 15 20' PERMANENT DRAINAGE LOT 16 EASEMENT \ \ LOT 17 ALONG SWALE \ \ \ O - • anti s9� sy _ FF PERMANENT , ,' / -� - 9 DRAINAGE EA�EMENT 50' x 18" CM/'PIPE / / (2) EST'2 ,' /r -,/ (2) EC-�, CLASS 1 IN=697.40 / r 7 - --- r ., I \ II�iV OUT, /694.0 _ - - -- .' / \ 1 - 20' p'ERMANEAT r '� PR AINAGL ' �/ -_ - -^ _-- /EASEM NT - - ,ALONG,,SWALE __- ��--------- ,• off`\ r - __- ----- _ _ _ -- - - LOT 14 -- - - - - - - - - - - -- -_ \ \ \ \ 25' 25' cc 4, 4, 9, "q�. 1/4:1' 1/4": 1' µ: "qk BASE 6" DEPTH AGGR. BASE MAT'L TYPE i NO. 21A SURFACE : 2" DEPTH ASPHALT CONCRETE SM -9.5A W/ PRIME COAT OVER BASE STONE DESIGN SPEED 20 MPH SCALE: 1" 50' HORIZ. DATE: JULY 25, 2006 1" = 10' VERT. REVISED : OCT. 6. 2006 750 750 740 740 a 730 730 rn ~ 720Cu 720 .' Lu uj In .- "' ... 710 — �. 1 �xw-� 16— 710 Cm PIPE Lo cri 1`171 in uj o Lu eRo 501 1-11, 4ATE / J Il OF _ — — wt)eATf AFFHL 700 700 in 38 4 a Gil r 690U-) -q uj 690 lip A 680 680 670 670 660 660 en r -t r 1 ti ri r1 e 1 r1 �-1 e I cu Lo m U)rf ti e-1 e 1 -- co i MIT 1949 . , .,n cc�nn -7l00 qo+nn nn4.nn A 4+00 ep+nn �d+uu ey-ruu JUTVU 13i-rvU JC -!-VV JJTvV l vv 11 1 Jrr=1 J Ur j 1J11�J NUHU r -LAIN Y rig TYPICAL SECTION SYCAMORE CREEK DRIVE SYCAMORE CREEK CIRCLE SHEF 3 25' 25' r r 4 4 9_ 9 5 M► i ql. 2 1 9 , 1,.: 1 • 39 1/4": 1' 1/4": i' i �•; i , ct i _A^ vY FLOW BASE 6" DEPTH AGGR. BASE MAT'L TYPE 1 N0. 21A LOT 4 SURFACE : 2" DEPTH ASPHALT CONCRETE SM -9.5A W/ PRIME COAT OVER BASE STONE `, / II DESIGN SPEED 20 MPHU Ln LOT 11 \ \ w r` ` STANDARD '\ \ STOP \ \SIGN m / LOT 10 Z \ ,'i..; 1k `\ I �� n4 .' \ 2IG, n \• \ \\ 1110 i / Z ti -`\`\ C_29 \` < ` \ w 1b+00.00 ,.\ , `\ O ` P \ 31+09 ,\�4 ` NB2 °55 00 LOT 5 _R -5O ' LOT 12 STANDARD 4 Yro \\\\\ SP D , s `\ `\ In \ \ \ \ \ \ • \\ ` OAZv' 298'��0 `� Sf�11 ARD LIMIT cQv �� ti',� SIGN \ \ t, a \ ,,' `\ `\ ` ` \\OAE �2° 5' 2 .�� n \ \\ w r STREET ca \ \Sy o. \ r�C SIGN SS. gMpA� `\ -----00 EC -2 \ `�j s >o r rn \ — — `\ FLOW, m `\"F CAF uj `I \ F \ \`\ W \' 45o) `\ i _ 4150 Q \ o T 196 0 \ \cr) 99 0, \\ n/ i • , ,\ \ O`\ SHEET 3 tL o 1 a \ \ `� \\ LOT 8 \ \I i r' - PERMANENT \ � 1 � � J 0' LOT 6 ti rn ' 1 DRAINAGE , EASEME,NT '\\ O \ \ \ TYPICAL SECTION Imp rr w\ SYCAMORE CREEK DRIVE I ` SYCAMORE CREEK CIRCLE I rC7P LOT 13 �v 25' 25' M 4' 4' 91 Vv ti &4 1cl 4 1,•: 1' 1/4": 1' 1/4': 1' 1 1 • LOT 7 Mq�, a, BASE 6•' DEPTH AGGR. BASE MAT-LTYPE 1 No, 21A SCALE 1 " = 50 ' HORIZ . DATE JULY 25„ 2006 SURFACE CONCRETE 2" DEPTH ASPHALT CONCRETE SM -9.5A W/ PRIME COAT OVER BASE STONE ', DESIGN SPEED 20 MPH " � 10' VERT. REVISED OCT. 6. 2006 760 760 7/710 770 750 7/50 7150 760 AX rn 740 z4v 750 750 uj 730 un m 13U 740 740 v r,fl AA kM tM UL 720 ru 730 kJIr+ n •ul - ,.- --- -- -- — -' ----- 730 Fri ZZ; I 0 rn .N n 710 7 20 bi 720 700 o 710 a to 690 Lu L 700 680 000 690 670 680 LpHcn ti H e1 ticu e1 e1 rl co Pd FV -- 41+00 42+0043+00 44+0045+00 46+00 10+00 11+00 12+00 13+00 14+00 15+00 SHEET 4 OF 5 131,19 ROAD PLAN PH4 - \ " -- - _ - - - \ \ \ \ \ - - - _ - / - I 1 / TOPnGRAPH C DATA S�iOWN HEREON WAS AKEN FRO A MAP BY LOU SA ARIA SURVEfS, IN1C . (AND / ` _ / \ / / I I \ / \ ^ \ `^ - -/ / / // \ 1111 1 \ \ \ \ I I \ 1 \ \ I / I 10' ICONTO R DATA FROM ALBEMARLE C NTY YEA 2000 DIGITAL RTHOPHOTuGRAPHY. / \ / / \ '' I I I / 1111 / I \ � I I � I q 1 / \ \ \ I) \ � ,/ /- ---- - // 11 \ 'i // \\ \\ \\-,//� � '-----` ----- // / / \\ \\ \\ I I \ \I I I I I \ \I / // I 1 / / /9 / I (~ \ \ \\ \ ___� - J � ��\ /.•j --- / r \ \ I I I I I I /' l I / 1 1111/ / I I \ `, j I\ 1111 \�_ / \ \ I ` / " \ �\ /// J � /`---- __- _�_-'� // It 1111 \ \ 1111 / I I I I I I I / / / / � I I I / l / / I I 1 \ / I 1 \ I \ \ 1111 // -N / / I ) I ( C \\ \� \ \/ 1 / \\ --/ _ _ I \\ \\� I I I I. / / / / / I / I / I i I \ \\ \, J/' - -,---\ \` ' � /i / 1111'• \ 1111 I \ /// -.650 -- +� /\ \ "I �\ /l II ( 11 l I I (/ / 1 II i I 1111 /,/ ( \--\` / // ��� `--- // I I 1111 \ - - - / � / ' \ � \ ( / / / �, \ / - \ \ - =-._,,,l -- - - _ _ '` I - ' / \ \ \ \ / / / I I \ \ \ \ / I \ / / j \ r- -- / \ \ � / \ \ / / I "t""'-=- T _ - - , _ _ \ \ \ - - ! / I I \ I I I I i \ / I \ 1 i I --- \ / \ \ \ / / t �/ //� I / / / / \ / \ 1 1 �•.\ ��\\ // // I \ \�•--650i / f / I �----\ ---- --- _--- _ \ / \ \ \ / / / / i I 1 \ I I I 1 I 1111 �. 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