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Home My WebLink AboutC-105 PRIVATE ROAD C GRADING PLAN AND PROFILE SEE SHEET C-101 \ CJ-U-B J-U-B ENGINEERS, INC. W \� \� \ \\ \ I LOW POINT STA: 13+38.39, 24.33' L LU Q STA: 1 1+14.69, 30.00' L TBC 2572.50 I I (� TBC 2578.90 1 Q 0 LOW \STA: 10+98.93, 30.00 L _� > Q I TBC 25072 50TA: 13+75.37, 24.33' L Z C � _PC STA: 13+27.88, 17.50 L - J N \ \ \ TBC 2579.10 PT STA: 1 1 +16.19, 13.00' L TBC 2572.91 � O PT STA: 13+85.88, 17.50' �L (D M \ \\ R5 CL STA: 10+80.19 \� TBC 2578.14 � - - � � � � � I TBC 2572.8E � � .� C") � STA: 1 1 +91 .50, 17.50 L PT STA: 13+20.08, 17.50' L W O W o \ \ \ \ / PC STA: 1 1 +32.81 , 13.00' L TBC 2575.36 \ I HORZ 0 20 40 O \ STA: 10+72.69, 30.00' L \\ �\ \ � _ _ _ _ TBC 2572.79 R3 PC STA: 14+02.16, 17.50' L I W U - C�? -6 TBC 2578.50 \ `� jam. PT C STA: 12+09.52, 17.50 L Z X N 14 � � � � � � � �� PC STA: 13+10.52, 25.50 L +� � o > > � � � � - - �� _ BC 2574.7E � � TBC 2572.45 _ LLJ -_ � � � \ PT STA: 10+72.69, 18.51 L \ PT STA: 1 1 +40.74, 17.27' L TBC 2572.92 J _I I VERT 1 cZ � \ TBC 2578 00 - - - 0 5 0 .. �. g' - ��. - iTBC 2577.07 PT STA: 12+19.08, 25.50 L_ _ - _ _ PT STA: 14+1 1.72, 25.50 L Z (n PM PC STA: 10+68.19, 14.01' L �.P \� , , TBC 2574.32 - - - - - /i TBC 2572.85 I SCALE IN FEET W -� o / TBC 2577.80 I G - - - \ i , ii \��1 m N \` PARKING 5 / 'PT STA: 10+48.01, 12.95' L, \ o d ' _r i v r \ / 6 �1 i TBC 257 0� .� - N \ r - �, \ - -\ \ fir,, ••ee .p/�, 1 w 1 1 I 1 0 N 01 \ STA: 10+39.39, 9.12' L I _ �._ ry LO \ \ \ R3 PRIVATE N RECORD \ FG 2576.09 R6 11+oo\ R3 2+00 \ R 1 \ ~ STA: 11 1.22 R4 \ 13+00 R3 14+00 ROAD C 15 00 Q � w TONAL F \ _ R2 `% R7 \ �n x,� w w Ss N� \ \ '� h ` / 'C' r's��o \ /\ Q� �� s� s� `'�5j ROAD C STA: 13+56.88 R 1 Z = �' \ \� / R2 \ �'\ s? 2573 ROAD A STA: 14+1 1 .06 I J cn \ STA: 10+42.65, 0.00 - - .� - - \ \ ;� FFG-2572.76� = w \ FG 2576.09 \ -ai 9 I 1- \ \J - R3 \ c.� in I I U LLJ 6 N _TYP. - - - - F \ \ T T T - Q PC STA: 10+48.73, 16.37' R _ - - - - \ - --- ---2� 2�71-_ - - - - - - T T T - -T O 9T �P <4 � TBC �76.90 , � - - - 12'� in - - - • - - - - � J - - - - - S . S .N`� -2573- - - - r- 9 F OF I Q PCC STA: 10+58.20, 12.99' R \ \ \ _ = L = ___ - - - - - - 09 27 2023 L Li Li TBC 2577.E \� \ STA: 10+98.64, 29.50' R \� \ _ - - - - - -PT STA: 12+19.08, 25.50' R -� STA: 10+59 69, 30.00' R I I �\ \ PT STA: 14+1 1 .72, 25.50 R 4 DRAWING � TBC 2578.90 ♦ , � TBC 2575.32 � �\ \ R2 \ \ TBC 2573.85 -L TBC 2577.90 . . ' i .. I I \ �� PT STA: 1 1+16.19, 12.99 R o, � \ \\ \ � I o � N w \ TBC 2578.40 I II \ \ \ \ \ \ ` C-500 a W ,•a \\I I\ \ \ \ PC STA: 13+10.01 25.50' R \ = W W _J � 1-1 N STA: 1 1+14.69 30.00 R ` \ \ \ R3 PC STA: 14+02.16, 17.50 R I � U) J rn TBC 2578.75 \ I \ \ �\\ \ \ �a \ TBC 2573.93 \ \ TBC 2573.16 E2 co o a o v \. �� \ �\ \ \ \ \ PC STA: 12+09.52, 17.50' R \ >- = z m w o Q 7 / PC STA: 1 1+61 .61 , 1 00 R \\ \ \ TBC 2575.44 I ° ~ W J �` \ \ \ \ , \ PT STA: 13+19.57, 17.50' R " o � J Dn N m I BC 6.96 G' V\\ }Z - � `tip �� /� �� \ \ \ \ \\ \ \ PT STA: 1 1+97.61 , 17.50' R \\ TBC 2573.68 0 6 � 00 / STA: 1 1 +66.07, 26.63' R \ \ \ \ TBC 2575.83 \ N z 0 ( TBC 2576. , \ z m 50�\ \ \ \\ TBC 257E 00 1, 32.13 R \ 0 �n z _W, Z \ a o iio w OZ2H � H w 00 RT OF CROWN (2%) � W OCnHH pC - - --- - -- - - --- - --- - -- - --- CROWN CENTERLINE Q0o � o Zw LT OF CROWN (-2%) Z E 'n Is ' 3 STA 1 1 +16 STA 1 1 +32 E IDIAN+- ~ w � ° LT (0%) LT (-2%) "°''"` p,r "� n W Q De ry Works .•s<vvl.m.•ulsv <w.• Q W O (A Y 0 • U) 0' Z UJ= 0_' W SUPERELVATION DIAGRAM ,; ��F :'0 � J of Z W (STA 10+00 TO 1 1 +32) �JWW G;N-.0-, O W a W o ° 2585 HP STA: 10+98.83 2585 IRE] •• ui HP ELEV: 2577.799 o N PVI STA: 10+80.00 o N co PVI ELEV: 2578.96 0 r� n r7 r LOW PT STA: 13+00.00 no N O+ N K. 100. ± N FINISHED GRADE � LOW PT ELEV: 2572.97 LVC: 100.00 0 o r ® ROADWAY o °' PVI STA: 12+50.00 o rn rn o - cn o �, W iL cc 2580 cii C) cii v o r- PVI ELEV: 2573.22 0 �; ono CO o N oo o C 2 J D C) > 0> + 0 K:34.80 + � Con o � o � o � LJJ LL m LJ* NN LVC: 100.00 ? oN oN N + cV + + N + � O Q PVI:10+00.00 3.377. cii 0 cii 0 � > � a � _ a � cc ELEV: 2573.00 c� IM c� � J > > � Z2575 _ _� �5q, - - - - - - - - - - - - - _ - - > � w � l'-I a_ w � w2575 U Z Y - - _ - - Z - - - - ZD Q m - - - - - - - -0.50% 0.50% -0.50% 0.50% -0 0% WCr LU Q - - - _ D 48" RCP - - - - - - J W 2570 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2570 o Ir ZD CD Q \_SUBGRADE @ LL Z U z ROADWAY Z W Q Z > W 2565 2565 C� Cc 10+00 10+50 1 1 +00 1 1 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 Q W 0 W °i RECORD DRAWINGS: coQ cl) O cc 1r: b These record documents have been prepared based on ROADWAY information gathered during field observations as well as W Lu information provided by others.The accuracy or �� completeness of information provided b others has not been U R1 6 VERTICAL CURB AND GUTTER PER ACHD y w verified by J-U-B. 0 SUPPLEMENT TO ISPWC SD-701 0 - Cc If these record drawings are a public record,J-U-B grants 97 Cn R2 EDGE OF PAVEMENT the public entity with jurisdiction the right to copy and 0- Cc disseminate the hard copy or digital image to those who R3 legitimately request the information in writing.Any release, PEDESTRIAN RAMP TYPE "A" PER ACHD w use,or reuse by the public entity,any individual,or > SUPPLEMENT TO ISPWC SD-712A WITH organization,shall be at the public entity's,individual's, wand/or organization's sole risk and without liability or legal s DETECTABLE WARNINGS PER ACHD SUPPLEMENT exposure toJ-U-B. co TO ISPWC SD-712. SEE SHEET C-400 FOR 0) F_ An seals of the registrants included hereon represent that N w MORE INFORMATION. the drafting of the record drawing information was completed U U R4 CONCRETE DRIVEWAY WITH RAMPED SIDEWALK by staff under the registrants responsible FILE: 10-20-143_C-105 °m C[ PER ISPWC SD-710 JUB PROJ.#:10 20 143 Z DRAWN BY: JGC R5 CONCRETE DRIVEWAY WITH RAMPED SIDEWALK DESIGN BY: DSM o PER ISPWC SD-710. NO LEFT WING TRANSITION. CHECKED BY: DSM R6 4" WIDE PAINTED YELLOW PARKING STRIPE @ ONE INCH AT FULL SIZE, IF NOT ONE 45', 2-FT OC. PAINTED YELLOW "NO PARKING" NCH SCALE ACCORDIINGLY p CO M N LETTERING AT CENTER OF STRIPED AREA. LAST UPDATED:9/5/2023 R7 4" WIDE PAINTED YELLOW PARKING STRIPE. SHEET NUMBER: N a N(d .. 2 C- 1 05 o � o