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HomeMy WebLinkAboutSUB200400102 Plan - As-built Road Plan and Comps. 2007-09-24/64 1IINV V UT704106 INV IN=696.75 GRATE INLET - INV OUT=694.78 60 / O 1 63 INVOUT7 87 VDOT STD. / >> CG -12A 6 G / / �X� \� 99.55 x 699.74 /A/ 7274 //4 BC6 TBC 'TBC X Q� 6 �� c 02.11 727.36 O , TBC \ CLR O 27 j \4 DROP INLET /AR. UlD QTOP=712SHEET 3.09 6 p INV IN=705.60uRA1NtiGF INV OUT=/05A4 a� ESA T \\ \ a i i MEW STOP Ge 705.40 k 7-\ \ SHEEFCG-12A f R TBc w % \ / SIGN / �5 / GRATE INLET / 3 / TOP -676.24 ' y. / INV IN=673.87 X INV OUT=670.14 C f/ 00 06.40 GRATE INLET i 70P=703.69 \ / TBC/ INV / x�� INV IN=700.49 / 06.34 INV OUT=700.34 CLR / \ 06.40 TBC \ \ MISSING \ DROP INLET -. / SPEED lam`} \ TOP=712.06 \ -- INV OUT=705.97 X LIMIT a \� �� D / -•'Ill' A CSL � -.� 0 1h SIGN\ % / ",; C S C Z S f C i c f i C i f . � � f( .( 3 + i 3 f 5 } � S a } C 3 = _ � 7 f 7 - S 3 e is � c o T c f".R0FlLE LT6!T,yD EXISTING GROUND @ CIL -- -- -EXISTING GROUND 20' LEFT - EXISTING GROUND 20' RIGHT PROPOSED FINISHED GRADE 4.00% MAXIMUM GRADE OR LESS C"Arr Q17 AAAWTAWA'_n cnr) nn' i7Qnna 21+00 20+00 19+00 18+00 17+00 16+00 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 5 i ( IN FEET ) 1 inch = 50 ft. 15+00 VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. 14+00 20 13+ 00 11+UU lil.Z/lJ F MAINTAIN MINIMUM 3' OF COVER OVER CENTERLINE OF PIPE 9+00 ".COLLINS�'�Z Lic. 35791 z 0 L CY zova w Q w m cY_ � J_ L Q Z N w F- < ul Z V) 0 Q L 0 0 CL o � �z 6 sw w z �z a w � az Q J Lj O -0 o 0 s � U O a 0 O 3 L � x E -q s a ?= � w � w W < O c z w v z 0 J 0 O O coQ � o � Q ui �O X wCL. O 0 CLQ L Lu 0 a � N o 0 Lu E U f� 1n O JOS NO. 6636.E o v SCALE o n 1 "=50' (H) � U 1 "= 5' (V) �> SHEEP NO. Q Q) O 4 Of 7' THE EDGE OF THE INTERSEC D ROAD, AS SHOWN \ OLD TRAIL -- s�kl` 40.0' 20.0 DRIVE C/L N 0)7 PROPOSED c L ~ROAD GRADE 0' CON TINUANC ' 71 D N cm °�° o N REQU 9 COMPACTION AVEMENTOSS GRAD o N�a�t(J)o© PNN Q-» ����: i lLL Ln 1.72' t ? Z kn STR. 69 �rtOc�cOOO 705.71 \ / 9 � COMPACT/ 1V REQUIRED \ ")� ��??? 700 oo�co o N : 64 00 CD 2 `" { + � POP__13 N LOW POIN STA = 10 49.67 Q PVl TA = 10+8 4 ,.., - PVI EV = 672. 4 N / \ A. = 12.00 W 2.39' STR.9 _ 8 33 = 690 55.20 L. F. N 1.41 1.212 15in. RCP >o 1 1 0.00 VC - i p +� o i �' N! o N �� } +l Q) N ell (xito 0 0 o v U vi O o L0 00 c0 o Lr) N a z, � N Lo D. I. W/L LLJ Lu m m o +` 3 z L.0 POINT ELE = 697.99 �o o IGH POINT EV = 707. + �, .� cfl �. �I �� q 5 o � fi8D n POINT TA 18+51.9 H GH POINT S A = 1.5+38.2 PVI STA = PVI ELEV = 19+10 688.52 W PVI STA PVr ELEV = 15+00 = 713.94 6i w ; � MIN MIO. CD -2 W SEE WA TERLINE Q j� \ ww A.D. = 16. 20 MmW A.D. _ K = -16.2C 0.06 PLAN &PROFILE K = J056 Q_ON PAG 11 FOR 495. DO' VC 325. ' VC 2.63' CON Tl UA TION _2,0% 2 0- 8'x12" STR. 73 { IL ) TEE 148.86 L.F. 7.527 - fi7D 15in. RCP �/T f 1® 7� D/� r �7� L.L7 V V 1 L �r �� .Ci LANE 8" G. V. (25 Y.P.H. DE IGN SPEED) M.H. 22-21A PROPOSED 664.64 a (STA. 10+00 TO TA.. ?0-f-9 .20) SIR. 7-3 STR. 7-4 29.00 L. F. I� sp O cp O O . O , .. M r LO sl © N VOD/ ''t O OOi LO ^ N cD O STR. 71 1.72 7. 18in. RCP d O 06 CN Op ' N �! h csi M CQ �- ' r` O a0 co ., O L6 �' °� O I� O O O � O N r O ' 0d '` O kj ( ao o o� ►� "� 00 00 ►o tF Mi 3� 44.58 L. F o °' Fy � O o O � ..: ,� of 00 O O O n O h r, .� N t N N N P, M�> h o � o o ,� o o o o o 3.88% O 18in. RCP o r. N co ca 00Aft 21+00 20+00 19+00 18+00 17+00 16+00 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 5 i ( IN FEET ) 1 inch = 50 ft. 15+00 VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. 14+00 20 13+ 00 11+UU lil.Z/lJ F MAINTAIN MINIMUM 3' OF COVER OVER CENTERLINE OF PIPE 9+00 ".COLLINS�'�Z Lic. 35791 z 0 L CY zova w Q w m cY_ � J_ L Q Z N w F- < ul Z V) 0 Q L 0 0 CL o � �z 6 sw w z �z a w � az Q J Lj O -0 o 0 s � U O a 0 O 3 L � x E -q s a ?= � w � w W < O c z w v z 0 J 0 O O coQ � o � Q ui �O X wCL. O 0 CLQ L Lu 0 a � N o 0 Lu E U f� 1n O JOS NO. 6636.E o v SCALE o n 1 "=50' (H) � U 1 "= 5' (V) �> SHEEP NO. Q Q) O 4 Of 7' 7,qn J7+00 730 WA MLO m wol 36+06 35+00 34+00 15j+uu jz 1- uu i _r uu ROAD, AS SHOWN L C W POINT EL E V = 709. Jl Lo a) oog rn PVI STA = 38+00 = 10+45.56 C6 III. Q) Q) N 40.0' PV1 STA = 42+50 PV1 STA = 10+58 20.o PI/I F-IFV = RQRR3 PVI ELEV = 708.94 Q' PVI ELEV = 706.13 300. 6 0, vco0 O Q 6.50 LO A.D. -3.05 VTINUAhCE-- K = 50. 00 CROSS _N T GRA C) OE Co L� Q 1 K 41.04 50.00' 0) LO N o V1 PVI ELEV = 7JO. J3 73 N 0) In 3) _ Q)+Q; �_d Ln' N N < 125.W VC 1 PVI E-LEV = 716.20 175.0 9' VC -N 325. 6 0' VC AD. -3.29 f< 22.80 +0 Q) %-- cry CN *14- I,< + + A.D. K -6.10 _ 49.16 1 , �N _ - -'t 1-11 L6 L6 cs (3) - 75. 00' VC N &i Llj 6i A NNO00)(3 N, K (3i 11 p II i1 + �6 + + r -i + OW POINT El.EV = 69Z9,7 Q) -,l- LO rN, + _CN Q:I Cn + Q) Z! �Z n Q) N Q) N LOW POINT STA = J9+80.8J CO +a6RRI­_ �0 Q) Q) n 6i LO lz N I.- n rn" ::3 "I'll- Q) n r -I Z) ;� (z) 40+50 697.58 v CL (0 (z rn N = Q) + 00 0i Lo N ko P-) N n 00 co to 1� ;!� Cf) A.D. K 4.77 36.65 Q) C() �0 Q) Q) + Q, Q) % L 7) j- r< %J) U) 0 N�I", N 740 N ()) 6 R;6 V- n �0:z w LQ O CL_ rn + IN N �_ N (/i (Z M Lo � -4- Lf) (or) STT. 25 161.71 L. E. C) 0n Lo (a) N (3) Lf) (Z + ai a) 1.947. 4in. RCP Q - QUO'Ss Lu IL Q) 0) lq- (0 00 G + r< Q �c Lr) LO 0 N Q)M- �0 nt� 11 0) (3) CO (0 NCNN Z3 (0(3(0 Q) 30' MIN. _00/%_ 90% 95)l' COMPACTIO) REQUIRED -2.0(}x°.0() -2 O rnrnrnrn I'tod- N� rt N uj 'r, C) (z; pOh + + L6 :z) -0.90 7. W 957 COMPACTION _QUIREV FIL L STT.51 Rl + 75. 00 L.F.L4j I - 7.417 S 7R. 45 Ln 15in. RCP 56.43 L. F O 3.537 15in. RCP S TR. 51 ci N, + 0) + STT.27 34.41 L. F. WOODBOURNE CT. JZ40 L.F. 5.9,9z r*' X 7,50 SPE 1.7 D) 18in. 57 15in. RCP RCP oo 00 N N t- U) U) Q) t6 N CN'q ttj N 0 NN ai Q3 N Qs FIL o S TF. 61 + 105.11 L.F 3.997 18in. RCP Z z ct LAJ Lu vJ Q) Q) czQ) C) 134l C)Nn I ---------- + ----------- STT. 41 STR.59 S If?. 57 102.85 L. F. 27 83 L.F wo 0 URI 1E LAT 1.619 1.227. -STR.2J 2 s + C' P. H. DES rGN CZ S 7R. 37 24in. RCP 24in. RCP 15in. RCP 90.86 L. F. (2D /1. 1.787. LO n N Z (STA. 20j-96.20 TO STA. 43+70.45) 84.60 L. F. 24in, RCP 00 r"I Q) IM t') 11,U) L �) C'4 C) 43� R, C C 4 C4 ()o lid Q) (N 0) i'< cqn 00 I'l 4) L)N ()(0 r" Z* 101 c4N % V N N CI_ P�� Q) m• t< Qi N rz(6 L Lo rI "'.z 0� 0.747. 18in. RCP j op C l_z C j r< (3) ciod rn %(o (iai (3) PIN Q, N411 PIN to %(0 00 N Lo to (0 STT. 35 7-7, fin 84.50 L, F. 0 ro 6 Lr LO C6 0i o + �0 14) r" J. 927. 18in. RCP r" Lo Q) P"' C�l N Q) L() oto ®o + Q) Q)Lr) +()6 (i) Lf) +06 N +Ni �0 (Z) N +t�i HIGH POINT HIGH PGWT ELEV STA = 2'5+7727 74388 + rtj Q_ o In PVI STA 29+00 ICI\Ojnrl, ONO Nn A PVl ST = 27+00 PIN _qTA 244 725 _m 6i Q PV1 ELEV A. D. = 7J4.J7 J. JO vv QA.D. PVI ELEV A.D. = 742.77 -320 ':� 6iQ Q�:' P111 ELEV 74-"' 02 �Ql -11.0 K = 60.57 mW �Ql Lu w K 62.50 CQ W Lu K .22.73 STT. 33 200.60' VC 00. 6 0' vc 250.00' VG so 192.20 L. F 710 J.59Z 18in. RCP oN Lo + N Gj L * . WOODS G URNE NE wLij - -------- -S TT. 29 STR.Jl (_?0 M.P.H. DESIGN SPEED) 34.25 L. F 1.877. 36.70 L. F. 1.347. (STA. 20+96.20 TO STA. f3+70.45) 700 STT.27 18in. RCP 18in. RCP 11) Q ) Lr) tj)* 00 N )(b 4 2 L� C Lr) Q) L0 M N) m- LI)2 L() 4) 37.40 L.I. 1.767o '4� ()6 v6 co ciai ti ad u j td z ai kb tr) (6 It, 0) v K Lo + Q LO m- rl �s 'IN LI) t. t -i 5 Ni blzs N �S�6 r C �zr< CN'l I c4c* "4- N C INN NN no �018in. RCF V- N N NrIN C q CNN p r N I'l N I'l Nn p p I` 0i Lp r N I, I N I I N h 77, f)/'l fln nf) J7+00 730 WA MLO m wol 36+06 35+00 34+00 15j+uu jz 1- uu i _r uu 44+00 43+00 42+00 41+00 4u+uu Jy_t_uu wroxaAM VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. 4.00% MAXIMUM GRADE OR LESS SHALL BE IWIINTAINE) FOR 40' FROM THE EDGE OF THE 094 - PROPOSED ROAD GRADE 20' CO, OF PA VEMI 20 200 22' OFFSET LEFT - EXISTING CENTERLINE 22' OFFSET RIGHT - PROFILE 1,E6!,F%b` EXISTING GROUND @ CIL -EXISTING GROUND 20' LEFT EXISTING GROUND 20' RIGHT -PROPOSED FINISHED GRADE NOTE: MAINTAIN MINIMUM 3' OF COVER OVER CENTERLINE OF PIPE t4"I IN N INTERSECTED ROAD, AS SHOWN L C W POINT EL E V = 709. Jl Lo a) oog PVI STA = 38+00 = 10+45.56 C6 III. Q) Q) N 40.0' PV1 STA = 42+50 PV1 STA = 10+58 20.o PI/I F-IFV = RQRR3 PVI ELEV = 708.94 Q' PVI ELEV = 706.13 A.D. 796 A.D. =: 6.50 LO A.D. -3.05 VTINUAhCE-- K = 50. 00 CROSS _N T GRA C) OE Co L� Q 1 K 41.04 50.00' VC o P V1 STA = 11 +79 73 _ Q)+Q; �_d Ln' N N < 125.W VC 1 PVI E-LEV = 716.20 175.0 9' VC -N 325. 6 0' VC AD. -3.29 f< 22.80 +0 Q) %-- + (31 Q) II p (N Lo IN I,< + + LO 1 - N 75. 00' VC N &i Llj 6i Llj NNO00)(3 11 p II i1 + �6 + + r -i + OW POINT El.EV = 69Z9,7 Lno tf)4 � Q:I Cn �0 Q) Z! �Z n Q) N Q) N LOW POINT STA = J9+80.8J 6i N n PVI STA 40+50 697.58 v CL (0 (z PVI ELEV = Lo N ko P-) Cf) A.D. K 4.77 36.65 Q) C() �0 Q) Q) + Q, Q) Q) L0 L 7) j- r< %J) U) 0 N�I", N + I N ()) 6 R;6 V- n �0:z O CL_ + (Z M Lo � -4- Lf) (or) STT. 25 161.71 L. E. C) 0n Lo (a) N (3) Lf) (Z + ai a) 1.947. 4in. RCP QUO'Ss Lu Q) Q) 0) lq- (0 00 G + r< Q �c Lr) LO 0 �0 nt� 11 0) (3) CO (0 NCNN Z3 (0(3(0 Q) 30' MIN. _00/%_ 90% 95)l' COMPACTIO) REQUIRED -2.0(}x°.0() -2 O rnrnrnrn _?00 W 957 COMPACTION _QUIREV FIL L STT.51 Rl + 75. 00 L.F.L4j I - 7.417 S 7R. 45 Ln 15in. RCP 56.43 L. F O 3.537 15in. RCP S TR. 51 ci N, + 0) + STT.27 34.41 L. F. WOODBOURNE CT. JZ40 L.F. 5.9,9z (20 M.P.H. DESIGN SPE 1.7 D) 18in. 57 15in. RCP RCP oo 00 N N t- X, Cv n LO Q) t6 N CN'q ttj N 0 NN ai Q3 N Qs FIL o S TF. 61 + 105.11 L.F 3.997 18in. RCP LAJ Lu vJ Q) Q) + STR.59 S If?. 57 102.85 L. F. 27 83 L.F wo 0 URI 1E LAT 1.619 1.227. -STR.2J 1 P. H. DES rGN CZ 24in. RCP 24in. RCP 90.86 L. F. (2D /1. 1.787. (STA. 20j-96.20 TO STA. 43+70.45) 24in, RCP 00 r"I Q) IM t') 11,U) L �) C'4 C) 43� R, C C 4 C4 ()o lid Q) (N 0) i'< cqn 00 I'l 4) L)N ()(0 PIC) N tn Z* 101 c4N % V N N N m• t< Qi N rz(6 L Lo rI "'.z 0� C j op C l_z C j r< (3) ciod rn %(o (iai (3) PIN Q, N411 PIN to %(0 7-7, fin 44+00 43+00 42+00 41+00 4u+uu Jy_t_uu wroxaAM VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft. 4.00% MAXIMUM GRADE OR LESS SHALL BE IWIINTAINE) FOR 40' FROM THE EDGE OF THE 094 - PROPOSED ROAD GRADE 20' CO, OF PA VEMI 20 200 22' OFFSET LEFT - EXISTING CENTERLINE 22' OFFSET RIGHT - PROFILE 1,E6!,F%b` EXISTING GROUND @ CIL -EXISTING GROUND 20' LEFT EXISTING GROUND 20' RIGHT -PROPOSED FINISHED GRADE NOTE: MAINTAIN MINIMUM 3' OF COVER OVER CENTERLINE OF PIPE t4"I IN N INTERSECTED ROAD, AS SHOWN L C W POINT EL E V = 709. Jl Lo a) oog LOW POINT STA = 10+45.56 C6 III. Q) Q) N 40.0' WOODBOURINZ LANE CIL L� PV1 STA = 10+58 20.o P PVI ELEV = 708.94 Q' A.D. 796 Z-1 VTINUAhCE-- CROSS _N T GRA C) OE Co L� Q 1 50.00' VC o P V1 STA = 11 +79 73 _ Q)+Q; 1 PVI E-LEV = 716.20 -N AD. -3.29 f< 22.80 +0 Q) %-- + (31 Q) II p (N Lo IN 1 - N 75. 00' VC N &i Llj 6i Llj NNO00)(3 wz + + N t< (3) ko Q) �0 Lno tf)4 � Q:I Cn �0 Q) Z! �Z N 2 42 Q) N P L W v CL GRADEROPOSED 6 zzz + I N + � -4- + Q) C) 0n Lo (a) N Q) 30' MIN. _00/%_ 90% 95)l' COMPACTIO) REQUIRED O FIL L STT.51 + 75. 00 L.F.L4j I - 7.417 S 7R. 45 15in. RCP 56.43 L. F O 3.537 15in. RCP S TR. 51 STT.27 34.41 L. F. WOODBOURNE CT. JZ40 L.F. 5.9,9z (20 M.P.H. DESIGN SPE 1.7 D) 18in. 57 15in. RCP RCP oo 00 N N t- X, Cv n LO Q) t6 N CN'q ttj N N(0 N N NN ai Q3 N Qs N li+00 WAMPA 11+00 10+00 740 730 wol 710 VOT01 N a jr- OP'71) SC TT . COLLINS 70 Lic. 35791 �XAL 0 06 7F, D:: LLI Z) U, Lj I _j col - 0 o U) LL o 0 0 0 p__q U 0 (XD 0 0- E O U. Of LLJ z LLJ _j 0 0 0-" < 0 ujU 0 Z' CL LLJ I F_ u Lu uj 0 uj QL 0 JOB NO. 66365 > SCALE '� 1 "=50' (H) 1 11=51 (v) Q) SHEET NO. 0 U) 5 of 7 Q) 0 -C I t -VI JJA = IZ+I,'3 HORIZONTAL PV1 ELEV = 726.61 A.D. = -6.24 t-1 n T-) T -T T (--1 0 0 A T V 1.� A� �, 1+00 J+ 00 4+00 5+00 6+00 rn N ti (Z Cp CO 672.3 670.0 668.0 666.5 664.7 7+UU 2+00 J+00 4+00 5+00 6+00 7+00 H 0 oSCOTT R. COLLJNS'Z P ---i C-) Lic. 35791 1�0�,NSIIOIVAL Yl'GSW �A a 0 L zu U') 0 0 U) Lu cQ 7I J ce Uj ci I cti In z cn OD O ,2 Y) CL D Z � Z :D co LL (D 0— < 0 Q) 0 0 3: .sz 0 C) (D O C) 0-6 ui C3 U. 0 z (D z .0 CO .j < ID LU x 1- v VV 0 uj u U.1 In U-1 E 0 uj E a_ U) 0- O JOB NO. 66365 0 SCALE "=50' (H) "=5' (V) SHEET NO 6 of 7 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. LAND USE PERMITS (CE --7P) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). J. VDOT IS TO RECEI VE WRITTEN NOTIFICA TION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTI VI TIES. 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AN(D VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS /N VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE IN1 T/AL PLAN SUBMITTED FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE. 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES , WATERLINES, ETC. , PRIOR TO CONSTRUCTION. Z UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER AND VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND ! LD -94 (D) 121.13 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE" IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS 1Il OR GREATER /N ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 11. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI). 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • ALL DRIVEWAY ENTRANCE CUL VER TS ARE TO BE 15" DIAMETER x 20' LONG PIPE AND SHALL CONFORM TO PE -1 PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF PROPERTY CORNER. • VDOT STANDARD CG -9D ENTRANCES SHALL BE INSTALLED IN CURB AND GUTTER NEIGHBORHOODS. THE SAW CUTTING REMOVAL OF THE STANDING CURB IS UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EXISTING CURB AND GUTTER. CONTACT VDOT FOR INSPECTION 48 HOURS PRIOR TO ENTRANCE INSTALLATION. 13. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS. 14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO VDOT PRIOR TO PROCEEDING WITH THE WORK A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER. 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONS TRUC TION PRIOR TO S TA R TING WORK CON TA C T ENGINEER IMMEDIA TEL Y IF L OCA TION OR ELEVA TION /S DIFF EREN T FROM THA T SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND%R PROPOSED RIGHT OF WAY REQUIRED BY TME DEVELOPMENT 16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS AND/OR LOCA TED A MINIMUM OF 5.5' BEHIND THE D1 TCN LINE ON OPEN DI TCH STREETS. 17. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES 18. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGA TE BASE COURSE 19. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOCITIES EXCEED CURRENT VDOT DESIGN CRITERIA OR WHEN DITCH SLOPES ARE LESS THAN 0.757.: WHERE DITCH SLOPES EXCEED 5.07 THE DEVELOPER MAY CHOOSE TO IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES IN AN A TTEMP T TO ACHIEVE CHANNEL S TAB/L/ZA TION WHILE A CKNO WLEDG/NG THA T ADDITIONAL PA VED DITCH LININGS MA Y BE REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF STA TE HIGHWA YS. PA VED ROADSIDE DITCHES SHALL CONFORM TO VDOT PG -2A STANDARDS AND SPECIFICATIONS. 20. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM. 21. VDOT APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM THE DATE OF APPROVAL. 22. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S). 23 A PRIME COA T SEAL BETWEEN THE AGGREGA TE BASE AND BI TUMINOUS CONCRETE WILL BE REQUIRED A T THE RA TE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS 24. THE SCHEDULING OF AGGREGA TE BASE INSTALLA TION AND SUBSEQUENT PA VING ACTI VI TIES SHALL ACCOMMODA TE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 25. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE ANG' PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 26. AN ACTUAL COPY OF THE COMPLETE CBR REPORT IS TO BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. 27 A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 28. ALL VEGETA TION AND ORGANIC MATERIAL MA TERIAL IS TO BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE 29. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO VDOT FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICA TIONS AND ROAD AND BRIDGE STANDARDS. 30. THE DEVELOPER WILL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION AND/OR MODIFICATION UNDER AN ACCOUNT RECEIVABLE WITH VDOT 31. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS TO BE DETERMINED AT THE TIME OF SUBGRADE INSPECTION. 32. APPROVAL- OF A DETAILED CONSTRUCTION SEQUENCINGIMAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. 33. VDOT SHALL BE PROVIDED DOCUMENTATION THAT ALL IN PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE. 34. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 35. OWNER WILL FURNISH SURVEY CONTROL OFFSET HUBS FOR ALL ROADS AND EASEMENTS FOR ALIGNMENT AND GRADE. ROADS WILL BE STAKED ONLY ON ONE SIDE. THE CONTRACTOR SHALL INSPECT THE CONTROL STAKING AND VERIFY BEFORE CONSTRUCTION. ALL GRADE STAKES DESTROYED BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE OPE OF 00704 ft ft 5' 4" CONC. 2" 21-A STONE BASE SIDEWALK DETAIL NO SCALE NOTE: ADD UNDERDRAINS ALONG SIDEWALK AT SPECIFIC LOCATIONS IF WARRANTED► DUE TO UNUSUALLY WET FIELD CONDITIONS. NOTES. STAMPED 1. THIS ITEM MAY BE PRECAST CONCRETE OR CAST IN PLACE, OR AL T. BRICK 2' 2, CONCRETE TO BE CLASS A3 PAVER SYSTEM IF LAST IN PLACE, 4000 PSI IF PRECAST. 2" SURFACE \Ix d d 7 .4 (PRI VA TE a ALLEY) a' �i 8" BASE 6" ; o 6" 21-A STONE BASE COIITCRTrE RIBBO.W DA'T.4LL .NO SC4LL' 4' 2" R TOP OF CURB 6" o - a 7" a s n a nd a a 44 d 4" MINI. VDOT 1157 ;#68, OR 'm #78 STONE BASE 6" 2' UNDER CURB & -6"- GUTTER In BE CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. STANDARD CG -6 CURB & GU TTER NO SCALE 36. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SL / . 37. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, - - THERE SHALL BEA 20' TRANSITION ON EACH SIDE OF THE INLET EXIST. GROUND R%W CSL R/W POINT OF CONCRETE FINISHED GRADE CONCRETE RIBBON RIB60N 2" SM -9.5A 2% 4q� 2% ° ° -- 8" 21-A 4' 2' 6 6 2' 4' 24 T1 P.. c_4z .1LLTY sE{.. TlVN 9!_¢9 _A 7 EXIST. GROUND EXIST. GROUND EXIST. GROUND R/W 2% 3.1 r / 6' PLAN77NG 5' CONCRETE ,S7RIP SIDEWALK 5 ------- J-6- CG-6 6 CG-6 CURB & GUTTER 2.5 *NOTE' CONCRETE SIDEWALKS SHALL BE PRI VA TEL Y MAINTAINED BY THE HOMEOWNER'S ASSOCIA770N. R,,W CG -6 3 y CURB & GUTTER 2% 6' PLANTING 5' CONCRETE S77?IP SIDEWALK 5 6 + ° FP ocw 0 -- o 2.5 *NO7E• CONCRETE SIDEWALKS SHALL BE PRIVATELY MAINTAINED BY 7HE HOMEOWNER'S ASSOCIARON. 22 GVINERAL COTES' n %c!TAHnf W "kll Kl pulpYok-1) 91 T ff.ct1 at WYK �F � TANZI, r'TfriRA 'zt WW; ERFK � FILL lA� H OFF THE Rt F FIIt kg.g 3 FEY.° T N sEWTst F4 TRE WEf 'TWW W PEBESTfUM Pi li _ WWII T FES OF IWATONAL WNTH THE T A IFN DETUTJWL a,, ILEW05 SUES W :Un R,W MAY BE MAVO ,...; tXTW,_.dqLY W ROMM FLOM CH SY UW PERMSS&E =ATnCTRW JT WTH FEOLWD SMS_ �&� VT 5 Lil l At t t' "Acot or, A.. aM .O 4-10M AM OUTi?EFF aORF TRM&TMW AIMADENT TO - AK •;- O & PATUMI T O MM AKV s`i'r :, * - I ?� fl ¢ LTED Pm :4 N 0JRk FLIM Ali,- -- _ a F T'` Pr spa ROAD CLASSIFICA TIONS HE LWAT:-3 EUMV VE ..E S 1 *5_ ENSTM Laff'PPLES FEE 3•1 PAVEMENT DESIGN Q (2 "'A)' "B" LAORPr r sr► F F€f� 010 �M+ �' C1+F17 F�4r1#i rimp .Tit l4 s titut rl 1' A I h Ifil ff4f, rpt � .. ,t3crtmt7j40 �! v T VPD P VM'T. WID TH (EIP - E P BIC -BIC USED 31F AtOrSTWOM. SUBBASE BASE SURFACE WOODBOURNE LANE 430 6" 21-A Y PLA"ID Otc Pi T.WkkhAL 'tib' �T' '224" , . regia 32' 37' ;d ft %?; v FLEA Tf7C,t. 'v:W T mer T TAT au(�• �t 9a 1�g, rsr�r sate a��� !�� r� 3YP 6» 21-A » 2 /M-19.0 _> 2 SM -9.5A TRANSITION FROM TRANSITION FROM ' 7RANSi TION FROM 13+57.40 TO 15+86.27 Al 32' TO 26' 37' TO 31 44' TO 40' It, _� 41 6" 21-A 2" IM -19.0 2" SM -9.5A �.F T RvKATE10 00 WE 31 ' 40' 15+86.27 TO 43+70.46 WOODBOURNE COURT 70 6" 21-A 2" IM -19.0 2" SM -9.5A 26' 31 ' 40' ALL ALLEY 30 NO SUBBASE 8" 21-A 2" SM -9.5A 12' N/A 24' go ,ti s0OppC? O A PRIME COAT SHALL BE APPLIED BETWEEN 77 -IE AGGREGA 7E BASE AND ASPHALT COURSES IN ACCORDANCE WITH V•D. a T. STANDARDS. Y�l�� . " jp�t�,•¢��'{Yq ySry Fit iq "�"4x..ev»r - -� ?t'� '��exz�: � pg �•T�g y+q gy y� y-� g� �ry �-y p� �ry �A� Yf §e. :f .M- �3" �" � mR: Y "qP •{ m9' AF ,' 4' T9 TT a JD AA's lmTs TRUNCATE -0 0 ML 01�-TECTAHLE WARKWNG DETAL OFTNL <e � E rf xr@FT. . Tat°t ti+l ROAD CLASSIFICA TIONS ROAD 3•1 PAVEMENT DESIGN Q (2 "'A)' "B" "C" STA. TO STA. VPD P VM'T. WID TH (EIP - E P BIC -BIC R/W - R/W SUBBASE BASE SURFACE WOODBOURNE LANE 430 6" 21-A 2" 1M-19.0 2" SM -9.5A 32' 37' 44' 10+00 TO 1J+5740 WOODBOURNE LANE 400 6» 21-A » 2 /M-19.0 _> 2 SM -9.5A TRANSITION FROM TRANSITION FROM ' 7RANSi TION FROM 13+57.40 TO 15+86.27 32' TO 26' 37' TO 31 44' TO 40' WOODBOURNE LANE400 6" 21-A 2" IM -19.0 2" SM -9.5A 26' 31 ' 40' 15+86.27 TO 43+70.46 WOODBOURNE COURT 70 6" 21-A 2" IM -19.0 2" SM -9.5A 26' 31 ' 40' ALL ALLEY 30 NO SUBBASE 8" 21-A 2" SM -9.5A 12' N/A 24' U1 MIN. PAVEMENT DESIGN /S BASED ON A MIN. CBR VALUE OF la PAV. DESIGN MAY BE REVISED DUE TO SOIL CONDI77ONS AT TIME OF CONSTRUCTION. O A PRIME COAT SHALL BE APPLIED BETWEEN 77 -IE AGGREGA 7E BASE AND ASPHALT COURSES IN ACCORDANCE WITH V•D. a T. STANDARDS. CIL 20 N%:�sclafa]L'J 2" IM -19.0 13 _ POINT OF FINISHED GRADE 2" SM -9.5A 6" 21-A 73 TYPICAL TR��'T S�'CT.IO.N (40' RIX,,26' PIP) �s_4 CIL �- 2" IM -19.0 16 _ POINT OF FINISHED GRADE 2" SM -9.5A 2% ° c$ %4�6,0 000 0 n 6 21-A TYPICAL AFTREET A�'�'T G'N (44'RIX,, 3,9' '6/P) 20 CG -6 CURB & GUTTER 2.5 CG -6 CURB & GUTTER c 0000 doo _000 a 16 2.5- 22 .5-22 R/W _ 2% i 6' PLANTING 5CONCRETE S77?IP SIDEWALK -6-1-5 R/W 2% 6' PLAN77NG 5' CONCRE7F STRIP SIDEWALK -6--5 ar EXIST. GROUND 3:1 EXIST. GROUND EXIST GROUND 0 SCO T COLLINS`Z' U Lic, 35791 ,2� � �r01VAL ri SJ \ � Q 01, i 6, t a T C 0 } i3 CN CL Q) 3 l X ri OU c % k �w "T' o w co s -t i cn I ° z V� (n o {{WW1 o ujl _ c cz U U N J 0 Yr yy 0 uj 0� } X -0 � 0 c � Lu s E o ,+ o �i C 1--,y z C L w m +� z �' a Ao 0 z •o w- U �p zN � U 0 rT L �risai 4- Q �.y+�� L a ca 0 a o � D_7D a 00 X O U (D til a V U ami Lu F- /�/� uj E`o- a_ U) -O a41 _ ^ a JOB NO. � c `f s 66365 U ¢{ SCALE a tip`, SHEET" AtO, � a'> 0 3•1 EXIST. GROUND ar EXIST. GROUND 3:1 EXIST. GROUND EXIST GROUND 0 SCO T COLLINS`Z' U Lic, 35791 ,2� � �r01VAL ri SJ \ � Q 01, i 6, t a T C 0 } i3 CN CL Q) 3 l X ri OU c % k �w "T' o w co s -t i cn I ° z V� (n o {{WW1 o ujl _ c cz U U N J 0 Yr yy 0 uj 0� } X -0 � 0 c � Lu s E o ,+ o �i C 1--,y z C L w m +� z �' a Ao 0 z •o w- U �p zN � U 0 rT L �risai 4- Q �.y+�� L a ca 0 a o � D_7D a 00 X O U (D til a V U ami Lu F- /�/� uj E`o- a_ U) -O a41 _ ^ a JOB NO. � c `f s 66365 U ¢{ SCALE a tip`, SHEET" AtO, � a'> 0