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HomeMy WebLinkAboutSUB201900042 Plan - Submittal (First) 2019-07-15I 11520 KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (804) 296-6942 570♦ �Ie wrr 0 7f. 50,,* 0 . ..... . . EX. CONCRETE L C) TMP 59-27D . ..... .... ..... . .. .. 1"..",.";.."ll�'.'� ......... B R -777.:i IDGE rr Z:'60' 2 JOHN M. AND MARY G. 0 DEA . ....... • C) ED 7 7 V i.". 2. TMP 59-27Y 7: c/) . . . ...... . WILLIAM M. AND ANGELINE DETMERc. TMP 59-27X ;77 0 ui IX BRADFORD WHEATLY F EDGERTON, et al �0' < rr uj LEGEND: ED w. EXISTING YELLOW WOOD DRIVE ry" < F77-1 = SLOPES OF 25% OR GREATER CREATED Lij DURING THE CONSTRUCTION OF YELLOW WOOD l LJJ ROAD AND ARE BASED UPON FIELD RAN CROSS uj SECTIONS. CRITICAL SLOPES SHOWN HEREON MAY < DIFFER FROM WHAT IS SHOWN ON COUNTY GIS. APPROXIMATE SLOPE DISTURBANCE < VPI EL 559.83 gl = 8.78% .. .................... I . ...... ...... . .VP-1 -S�IA 25+90 00 VPI El� = 554.57 CURVE I -EN = 25.00 ........ ..... ............ . ........... gl19.55%.... . ..... ........ ............................. K 1-5. 79 ...................................... ..... .... Lr) 00 g2 18.78% E = 0.C5 CURVIt LEN = 75.00 <- -> 0) + K = 6-: 4G ................ . ...... ............. ......... . ........... ...... - .......................... .. ..... .... . . ..... .............. -q- 'q- N E = Q.07 C14 11 < ----- -------- 1- LLJ 11 - ----------- ... L < F ....... . ............. < V) 1-- c V) - - Lo 0 > ...................... ./ .. ... . . . ........ ......... ........... .................... r . ..... Lo . ..................... C14 0) > m d-) + '4: r, 4 .................... ... ...... ................ ......................... .............. ......... ........... .... (D + C) (D c C-4 (D Ln 1� + � N II II cl- (D C) N < 11 < II + 00 Lo ............... . ........................................... ... ......... < ... ..... ... ID CN V) LIJ (D ..... . ...... V) Ld Lo 1- 1 VPI T= 2 5 + O&E In < V) L i C) n o- 0- a- > > > VPI 11 = 546.45_��11--ou---w V) a--- --c --------> - - -------------- - F- > Ln gl 5.64% + O� Ln 0 0- g2 D.55% N. Ln > > Lc) .....CUR N(E LEN --0-. OID .... ...... > > < a_ 0 W 0 .......... . ........... ... .. > 0 + VPI ST 27+05. 1* > 00 VPI EL = 563.79 Ln g 1 = 7.19% N<II g2 = 5. 51 % N 00 ff) - .......... . ... .. -0. ob C6 CN (o 11 u) .......... ........... . ........... . ..... 11 .. . .. ..... V) Ld ............ ......... ..... ...... I-_ -171 .... . .. ................... --V PI Sl� 28+55.05 . ....... . I......., ................ V.P. 1. �E-L I = 15.17-2.9-5 1 " . ... ... . ... gj = .51 % g2 = -7.14% UR-VE- -LE-4-2-6 0-. n ....................... < II .... ..... . ....... ............. ...... .... . V) Lu I--- F- 0- a_ ... .......... --- .......... . .. ... ....... ....... . .......... .. .............. . ...... ............. ............ ................. ......... . ...... ................................... IL > < 1-- VPI STA = 33+84.13 a_ g1 =-10.42% g?. 71 5....7.8%1 ..................... CURVE LEN = 50.00 .33.....---- - - K 9.33 ................... . . .... .... - .......... .................. ...... E0 70 4'1" -1 !'� � TRAVELWAY 2% EX 7 EXISTING GRADE 6" - #57 GRAVEL COMPACTED SUBGRAD 95% STD. PROCTOR- j PRIMED AND DOUBLED SEALED 2" TYPE SM-9.5A AGGREGATE SM . ..... TYPE 1, SIZE #21-A 1. 520 I '4*� r4 ) 11 U) Ld K = 14.85 K = 2155 -j VPI EL 482.45 u u V U w �'2' VPI S--A = 24+80.D5 E = 0. D5 E = 411 PI STA 88.95 1 = -0.11% . ............ . . .......... .. . ........ .......... ............... ...... . ..... ... ....... .... . . .......... - ..... .... ... ........... ................ . .. ..... ............... - ................ .. - .... . ..... ...... ..................... . .... . ..... ... ................ . .... . ..... - ................... ........ VPI EL -.5.4.5...0.4.VPI EL = i31.26 n g2 = -3.6 3% 0 gl = 3.67% a_ gl -11.43% + (3) > CURVE LEN = 0.00 m92 = 5,6479 ...... ........ . . ......... . .. ..... ..... ....... ... .. . . ............. . ..... ... ... . ... . ......... . ........... . .... . ...... .......... ...... ........ . ............ .... ....................... ............. . ...... ........... ............. .............. ..... ................ .......... -.-r-j g0.427N. t ........... C) ... . ...... . . - .. .. .. ...... .............. . ... .. ....... . ...... . ......... - .. .... ..... . . .... ...... . ...... . ..................... ..... . ............ .................... ........ .. .. .. ................ .. . . ..... - Ln Ln CURVE LEN = 25.qo CURVE LE = 50.00 11 (D 0 0) K 12.71 K = 49.67 00 Ln o) ........ . .... - ................. . .... .... ,it U-).. - - . ... .... . ...... ...4m n = E = 0.06 0) N 00 C 00 E C. 06 rf ........... f r) co tKo) (On) Lf c� c� + -14- 00 co C) Ln + 500 - co 00 CID 0- + (o 00 M 0) + -,d- co 500 - - - ---------- - - - -------- - 00 (f) Ld II w J K) II -i Ld < < 11 1--- a I- F- Ld -i U-1 ............ . .. ... .... .... ... .... - .17.- 1- .. 11. < .............. .. ...... ... .... .................... .. .... . ....... ...... . .... LLJ J 1. . ....... . .... .. - > (f) a_ < b < n > 1-- a- < a- V) > V) > 1--- 1-- c- V) > F- (L u cf) V) '. (L > . .... . ....... .. .. ..... ........... .................... . > 0 00 00 00 co -4- C%4 0 a) U-) u') p., cr) cl�. f� -- - r, . - -- ...m -- 1. 0. . ............ ... ............. .. .... . . N - - L.C) 0 . . ....... . .......... ..... ....... .0 rn* u) - .............. 14" .......... T�. ............ .. . . ..... .. �Im 1. .. '- M..... .... .. 0). Am . .. .......... .. ..... ... .... COL-C) Lc) (D co 0 Lr) --0.13% Lo 0) CO - fl- (D Ln 00 0 (o 0 (j 00 r- N r- U) 'ri 0 Lo 0) 1 co (D (D V) Lo LO n to n 00 c6 ro n co CD Lo Lo Lo to N 04 N 0 00 �00� -2 �70� c ��- 3 � u Lo (o (o r-o 0 0) 00 6q?,, ddo� 1.747. ;-o 4;:-� �00 �t� "'-� 00 00 U-) 0) co co 00 00,5. Ln Ln In Ln Ln U-) Lo u) Ln In, D Lo 114- - 14- 4 8 0 480 L0 Ln ff) Lo Lo Lo u -0 Lo Lo Lo In n Lo Lo 111) In Lo Lo Lo 'q -7 - -I -L - --------- -- - --------- ----- 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 FILE NO.: FILE: 2018-212, W0: 2018-212 DWG. NO.: \SURVEYS\2018TO1 8-212\2018212-Ol.DWG NORTH VIRGINIA GRID SOUTH DATE JULY-15,-2019 HORIZONTAL SCALE: 1 50' VERTICAL SCALE: V 0' 1 SHEET TITLE: PLAN AND PROFILE SHEET NO.: PP-1 KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (804) 296.6942 W W cr W 0 � O w �F-- a� Q W Z 0 U I ry- W m Q FILE NO.: FILE: 2018-212, W0: 2018-212 DWG. NO.: ISURVEM201812018-212T018212-01. DWG NORTH VIRGINIA GRID SOUTH REVISIONS DATE: I HORIZONTAL SCALE:1" = 50' VERTICAL SCALE:1" =10' SHEET TITLE: PLAN AND PROFILE SHEET NO.: KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (804) 296-6942 FILE NO.: FILE:2018-212, W0: 2018-212 DWG. NO.: 1SURVEYS\201812018-21212018212-01. DWG NORTH VIRGINIA GRID SOUTH REVISIONS DATE: I HORIZONTAL SCALE:1" = 50' VERTICAL SCALE: I" =10' SHEET TITLE: PLAN AND PROFILE SHEET NO.: KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (804) 296-6942 W ® � M Lu W J WM Ly, p w >..: F-- 0 F-- UJ < o c[ �rr w _Q W J CC 1� �� J Q 0- -= Lu LIJJ m W ::D Q Q C!) FILE NO.: FILE: 2018.212, WO: 2018-212 DWG. NO.: 1S U RV EYS1T01812018-212\2018212-01. DWG NORTH VIRGINI'A GRID SOUTH REVISIONS DATE: HORIZONTAL SCALE:1" = 50' VERTICAL SCALE:1" =10' SHEET TITLE: PLAN AND PROFILE SHEET NO.: PP-4