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Home My WebLink AboutSDP000000009 Plan - Other (not approved) 1974-05-01 (3)W Lj L'i Lu U < Ld W UJ L, LLI > LL 60 < fl� :l: 2!: UA f 0 0 Z Z < F -I Q u J �,j < I - 6 J LIJ V), > ZD < LLJ x 0 C:) W N'? �= I- b ri QL_ Z Z GENERAL NOTES cur a FILL SLOPE7 SIIALL Nor sc- 5TECPER RMN 2: 1 UNLESS 3 r/I SIL IZED 8 Y A REIAINING WA L L OR CR13811VO. ADEQUATE PROVISIONS SHALL BE MADE BY _Nr suRFAcE WATFITFROAl DAMA6ING THE U5E OF DIVERSIONS OR A BERM TO PREV_,� CUT FACE OF EYCAVATIONJ OR THE 310PIN6 SURFACES OF FILLS . 5E0111YENT AND r rrLED OUT HYMEANS OF A DERRIS BASIN WITH A ,fIJNOFF 1111rER WILL BE s� PFR.F_UR1I TE10 3rAjVU,01P& OR j1Y THE USE OF STRAW RALE5. jf1HEW GRA1911YU HAS 5EEN COMPL E I -ED, ALL Di 5TUR3ED ANEAS WILL BE SEEDED, LIMED, MUL TCHED, AND FERTILIZED AS OU71IN50 liv THE ('OUIVIYOFALREMARLE FROSION HANDBOOA'. ALL 11RE,45 YI�IFRE 9E,"DING OOES NOT rAi(E WILL RFRESEFOED 14LL CONSTRUCTION WILL CONFORM 7-0 SPECIFICAT'10,1,19 IN MECURRENT VIRGINIA DEPT OF PIGHWAY5 ROAD DESIONS AND sr,4No1,,RD5,. 84�-AICHIMRI( DA7UM 8A6ED UPON U-S�g.S. AfEAN.SEA LEVL-l. 517-F BENCHMARK SPIKE IN POL ON il�F V 509.64 . COR. OF INT U.S. R T 2 Y AlID 5-F R T. 63 1, EL E EXI.MNO P,4vEvEvr FROM S9L Stu O� 25 TO S8L 5�tcr 9 � 25 WIL L HE BROKEN UP AND LEFT IN PLACE UNLESS THE FINISHED ORADE IS LE5,5 rAIAN 1', 0" HIGH6-R THAN EX1sr1NG,5RAqE. IF 7 -HE FINIFHEO ORAOE13 LESS THAN I'-O"1116HER THANjMEEXISMO GRADE rHEEWSTING A9PHALr ISIOSEREMOVE9. IN ALL CASCS, EXI-VTINU YTONE 14AY BE' LEFT IN PLACE. ExIsrIlv6; f,AvE,vL-I,I r NORT� HBOUND LANE SOUTHROUND LAIIJF J E. A14 C /�`_G r / G PAVE MENT S U M M A R Y 13 5 4 ;4 7. 5 9 . 2 4 3. 5 - ------ 3 3 0 2 4 8 3 80.8 27.0 2 15.3 3 5 7 Z 7.0 8 5 3. '1 3 1-3 0 890. 1 _.ul N-,:, _T_ 800 1 33 4 0 0 400 500 300 743.1) 51 .5 414.8 0 G 9.4 AL,6EAMIRL�F .5()41ARE .511opplIvo rrit, -IT -- ----------- IN V 4�1� 6 R, 6 /V EX 5 7 1 N 4; __�ULVERT -------- ----- 15o' r.ulepv IN LANE 15o' rApi--R _!_z — --------- NEW NEW �0 49 Pokpd ro 5o Re.o,�d DITCH 7-0 BE PLAC�P SN PG 2A olrrh, fta pa ?,4 VEE W Tui op 0. 463. 0 DWall rlpk 6 --- V4)II 111d oeloil rZp e 6 --- ---- - -,IT TOE OF SLOPE Vne� 7( Oeloi/ rype�" Fj,� �Jz. 7_�! �; S -(,j PC; �-A VFE`_?1 TCH 3 18 ll!p % 7-:7. % 5 "RCP /0 4—/ -05,- P4.1 (�W,9_- 6-R 174.0 1": �f 2 �4 e#ma /VFW YHOULD68 777--- c Elo, 479,0 200 T14 PER ?oo rul?lv IN Fooc oj� Pl?OPOSED PAVE. Lv AL 3 of �5v'51 Paw NEW CON3T ';8f rO MATCH �_X/!; F/[Vc s IN V 455, j CONTIMENTAL BIIKERY P L A /V 5' A L E 5 0 115 P A V F -It T - - - Tl,','?N IIV I ANE -2 11 PA VE 11 C N f hj 11 61, ilo 1 4 Ayr Size 21o,21A '104'ass Not AY,:7R, 6,13E YAY,�_RIAL SIZE 01 o, 21A AVVr. Size 211,21.4 pit oGvp.4crEo 7'0 A- OEP77,' 01--12 ro c"uFrs P62A VEE DITCH 7- YPI 6" A L c 7 9 5 6114 L F 1 /0 2 4 5 112' 31TV411,1VIOUS CONCRETE, 3A_55 COURSE TYPE 6-3 klllrAl 31TUMINOUS CON6. SURFACE coupsE TYPE ,�.Vvf. F11AIN IN 1- A IV A66R. 6ASE MATER/�.)L FYPF 21 or 21A_00WACTED To ;i- D�E-PrH or 12" lyl FII 31 T. QW/C. SURF", Cc- COUR3S TYPE S- 5 69 165 L 3S. P. S. Y, S C A L E' charlo 1 6 6 ville sGvIngs L PEN G n d L o G /7 .4) V, LLJ _5 _8L Ld 5 i 33�i.3 3 6 4 0 - CROSSQW�R 329 .5 3.2 1 5 8 .2 - ---- - - 0 �'51 lowt.51 TN LA 250.0 1 0. 0 1 Z 0 0 9.'fi 1. 8,71 TN L A I U7, 5 7� 5 9 0 SHOULDER S13L Lt. SHOULDER CROSSOVER ----- ----- SHOULDER N3L -- - ------ - ------ ------ - TUR�4 LAU ENT --- - -------- ------ CONTINENW- -------- 1 3 0 0 �FQR _HQULDER �BL RF. < ----------- ---------- --------------- -- - ------- 1 r o r A L 3 2 37 1. r 9 4. 8 1 1 � 3 . 13 5 4 ;4 7. 5 9 . 2 4 3. 5 - ------ 3 3 0 2 4 8 3 80.8 27.0 2 15.3 3 5 7 Z 7.0 8 5 3. '1 3 1-3 0 890. 1 _.ul N-,:, _T_ 800 1 33 4 0 0 400 500 300 743.1) 51 .5 414.8 0 G 9.4 AL,6EAMIRL�F .5()41ARE .511opplIvo rrit, -IT -- ----------- IN V 4�1� 6 R, 6 /V EX 5 7 1 N 4; __�ULVERT -------- ----- 15o' r.ulepv IN LANE 15o' rApi--R _!_z — --------- NEW NEW �0 49 Pokpd ro 5o Re.o,�d DITCH 7-0 BE PLAC�P SN PG 2A olrrh, fta pa ?,4 VEE W Tui op 0. 463. 0 DWall rlpk 6 --- V4)II 111d oeloil rZp e 6 --- ---- - -,IT TOE OF SLOPE Vne� 7( Oeloi/ rype�" Fj,� �Jz. 7_�! �; S -(,j PC; �-A VFE`_?1 TCH 3 18 ll!p % 7-:7. % 5 "RCP /0 4—/ -05,- P4.1 (�W,9_- 6-R 174.0 1": �f 2 �4 e#ma /VFW YHOULD68 777--- c Elo, 479,0 200 T14 PER ?oo rul?lv IN Fooc oj� Pl?OPOSED PAVE. Lv AL 3 of �5v'51 Paw NEW CON3T ';8f rO MATCH �_X/!; F/[Vc s IN V 455, j CONTIMENTAL BIIKERY P L A /V 5' A L E 5 0 115 P A V F -It T - - - Tl,','?N IIV I ANE -2 11 PA VE 11 C N f hj 11 61, ilo 1 4 Ayr Size 21o,21A '104'ass Not AY,:7R, 6,13E YAY,�_RIAL SIZE 01 o, 21A AVVr. Size 211,21.4 pit oGvp.4crEo 7'0 A- OEP77,' 01--12 ro c"uFrs P62A VEE DITCH 7- YPI 6" A L c 7 9 5 6114 L F 1 /0 2 4 5 112' 31TV411,1VIOUS CONCRETE, 3A_55 COURSE TYPE 6-3 klllrAl 31TUMINOUS CON6. SURFACE coupsE TYPE ,�.Vvf. F11AIN IN 1- A IV A66R. 6ASE MATER/�.)L FYPF 21 or 21A_00WACTED To ;i- D�E-PrH or 12" lyl FII 31 T. QW/C. SURF", Cc- COUR3S TYPE S- 5 69 165 L 3S. P. S. Y, S C A L E' charlo 1 6 6 ville sGvIngs L PEN G n d L o G /7 .4) V, LLJ 0�0 I'o 2�O J�o 410 -5fo 6,L 0 700 800 9�O PLATE 1, PLAN -PROFILE infK) 7E= KEUFFEL & ESSER CO. :-7- Ld C bi Lli - ---- - - U ---------- ... --------- Ld ------ - 0�0 I'o 2�O J�o 410 -5fo 6,L 0 700 800 9�O PLATE 1, PLAN -PROFILE infK) 7E= KEUFFEL & ESSER CO. :-7- C - ---- - - U ---------- ... --------- ----- ------ - _D ----- ----- -- - ------ - ------ ------ - (J) --- - -------- ------ -- -------- o < ----------- ---------- --------------- -- - ------- ------------ - ------------ ---- ----- -- ---------- Ld ------- _j LLJ > cl, < 0 0 Lli ------ C) (D < _T_ Ll- < C) 0 LLJ 0 a_ 0 0�0 I'o 2�O J�o 410 -5fo 6,L 0 700 800 9�O PLATE 1, PLAN -PROFILE infK) 7E= KEUFFEL & ESSER CO. -- - ---------- - ---- - - ....... ... ---------- ... --------- ----- ------ - ----- ----- -- - ------ - ------ ------ - --- - -------- ------ -- -------- ----------- ---------- --------------- -- - ------- ------------ - ------------ ---- ----- -- ---------- ------- ------ _T_ ---------- ------ ---- ----------- ---- -- -- --- --------- 510 T7__ - ---------- - ------- 500 -T- ---------- ------ -- -- --- ----------- -------- - ------- 500 -------- - ---- 490 - ------ --- ------ - -------- - ---- --- 490 f- ---------- ---- ------ -- - - ------ ----- ------- ------- --- - ------ 480 - ---- --- ------ 480 470 ----------- — -------- — ---------- ---- -- 470 — ------------ ------- - ------ TF ---------- -- -------- --- ---- ------- -- --------- ------ ----- ---- - ------- t ------------ T 0�0 I'o 2�O J�o 410 -5fo 6,L 0 700 800 9�O PLATE 1, PLAN -PROFILE infK) 7E= KEUFFEL & ESSER CO.