Laserfiche WebLink
OW-W <br /> X-SJ-FAS 903 <br /> MARIPOSA ROAD <br /> PRI VAT E DRIVE WAYS Dlv.PAW w sTATA PROJECT No Y . ND ° <br /> � 7 CAL11. S-903(4) 195 12 1 B <br /> W ( Medium Seal Coat over 0. U. .333 UB ) <br /> o� h0 -C •�, COUNTY N "QUIN <br /> h�• � �I3 ,.q�,�'� Station Location �� _ <br /> ,off hex OQO °I+ za� <br /> 6� , �' 2788+65 Rt / county Rood can iuiarNr— <br /> os +L�\�\ � 278+ 70 LtCivii Engin077 <br /> 287+00 Rt. <br /> 287+ 23 Lt STATE OF CALIFORNIA <br /> R/W s68°22'E ' CONFORM Iv �' // / ' Pour 14'x3.5')( 5.2' Class'13 P.C.C. � Plug 303+65 Rt. Di- En—o61-617-X— - - � <br /> o / / connecting Box Culvert to C-14Y 304+ 25 Lt. <br /> 1h %� S59°j5.3 pN Set I'Iron Pin I a //// Place 18"x 24'C.M.P. Extenean 25'Lt 304+ 80 Lt. Ap ved — 4,111- — — 195640' S54°29'30"e— / � KS55'/5'E R/W 318+ 25 Lt. <br /> 35 = o' f�z5. /r // w 318+75 Lt�f� �O +ill- 40' (3= i // // / 40� + io of QsfignFrtgineer tx 3471 <br /> x357 1y ` <br /> stir,�t/on x �r + <br /> 5 <- S� �€ nst 2' wC04tue ion` 5'I5 .5 - 333+'06 Ltti xkyxx l 9 xxx I- 333+ 18 Rt CLEARING 8c GRUBBING <br /> 0 <br /> � S590/5.3OpE �- �; \��� \ `"'�' 335+ 88 Rt Station 277+00 TO Station 535+00 <br /> T Const. /� <br /> �_ R/WS54°.?9'30"E R/!N S55°/5'E �Q�` �� 337+ 17 Rt. <br /> R= 4292 l3o5oi8' Set I'Iron Pin J�J 347+ 17 LtCNJ <br /> FINISHING ROADWAY <br /> 0= 13°50' ''` <br /> Tz 52 os � <br /> �' 347+41 Rt: <br /> ,001� <br /> L = 1037.52' STA. 357+53 <br /> o� ` �\ �� 357+ 50 Rt. Station 277+00 TO Station 535+00 <br /> a►Rio33.o0 J` scale: I"=5o' a� N STA. 389+18 ��� „ <br /> X 367+47 Lt <br /> Ch.8r9.=S6J°27,E4-To <br /> m� 8c t"* O' _� ,/ 5'-0 I 368+ 22 Rt REMOVE P. C. C. STRUCTURE <br /> A� 06 <br /> 368+ 86 Lt. <br /> �Jorn \` 0I ' 1 \ <br /> y I 368+ 88 Rt Sta. Object Approx. C.Y. <br /> ` m) o° I I r �' ` - 368+ 95 Rt 353+54 Bridge 22.0 <br /> I o) I e / 1 388+65 Rt 383+84 Bride 48.0 <br /> ,ol' S550/5'E cS' I I Clio 4 400+ 26 R 387+47 Bridge 49.0 <br /> p\ 1'0' 400+ 92 Lt 389+85 Headwall 0.5 <br /> oma\ N '! � 402+ 20 Rt 515+21 Box Culvert 15.0 <br /> �'I 18°X24 C.M.P. Extension 427+30 Lt. <br /> �N xx x xx x u K 396 P \yam. � � 'J/ 427+ 92 Rt, CORK. METAL GUARD RAILING <br /> 0 40' c�. d 40' o v <br /> + <br /> III=1 'k56�C1i1.P ;� � � �� � �j� SEAL PLUG DETAIL 459+ 97 Lt. Sta. TO Sta. Location Lin. Ft <br /> R/W S55°/5'E 33 Rt R/W S550/51E '�°\ "°� v' Set I" Iron Pin score: lie"=l'-o" 473+53 Rt 305+69 305+94 Rt. 25 <br /> U.S.G.S.Mon. �U.S.G.S. Mon. R/WS57.45'E � R/WS5?°27 E 475+09 Rt. 306+20 306+45 Lt 25 <br /> CONFORM NACIronPin t 475+30 Lt 367+ 20 367+45 Rt. 25 <br /> zo <br /> 477+ 37 Lt 368+22 368+47 Lt 25 <br /> STA. 395+ 17 ' ss7.4s'E ^ x ,s its�-v6E! gRIW <br /> Scale: I = 50 \!6� , i x , x c <cx x-, x , xX xx " x y x 477+44 Rt. 398+19 398+44 Rt 25 <br /> 491 89 Lt 398+67 398+92 Lt 25 <br /> o �' ' ' '% �' 499+ 79 Rt 412+48 412+73 R# 25 <br /> Pi18h66-L 518+55 Rt 413+25 413+50 Lt 25 <br /> U' e yi R/W S57°45'E 3011. ti " R/W S5?•27E <br /> J, �o SBtrIron Pin <br /> Fd. Iron Pin 519+44 Lt 475+63 475+88 Rt 25 <br /> 523+30 Lt 476+30 476+55 Lt 25 <br /> CONFORM c <br /> STA. 460+61 <br /> FA�-.o `•�o Scale: )"=50' <br /> PUBLIC ROAD CONNECTION <br /> i�-R/W S58*46e \� ° rR/W SS8.39'E ( 0.21' P(UI.S. over 0.50' U. B. <br /> 1.0 'o Sto. Tons-U. B. Tons-PM.S. <br /> r�+Tr—t—Tr T r—r—r rr• <br /> Q ' <br /> s - 5 •4 • /2. ,'> c�„tto 'E e . CONFORM �o5 �' `O `° 357+53 106 44 <br /> �x 52 3)( y>x 524 5 x - onstruction x xu. x 389+ 18 185 78 <br /> < S o / c.�' 395+ 17 88 37 <br /> 401 <br /> �+ 292s'�P. y j%,� + `° `t // a io 4�yo 460+61 71 30 <br /> R/W S58.46'E "'Y P/W S58039'E R/W S58°39'E / /// / „ R/WS58°39,T 523+57 115 48 <br /> Fd..Iron Pin / Existing 12•x31'C.MA S•Dr. I 5%/ �/ Var. R/W 529+13 7 <br /> Fd. �'4"Iron Pin ' O.K.in ploca zo QJ _� //i\3 /�//// A// / �o 17 74 <br /> �� CONFORM v / 40 <br /> MIN p STA. 523+57 'x' t sse°39'E3/as X � TYPICAL DRIVEWAY <br /> + P Po N 5 9 530 531 N scale: I" = 50' <br /> M cX\ Scale: I =50 0 <br /> cv �� iU �Ln <br /> d <br /> c !\ R/{N S58"ll x <br /> ( " a <br /> a STA. 529+13 <br /> Scale: I'll <br /> 50 cv <br /> J <br /> LEGEND <br /> Xx 0.21' P. M.S. over 0.50' U. B over Var. I. S. M. <br /> 0.21' P.M. S. over 0.50' U. B. <br /> Medium Sedl Coat over Var. U.B.. over Var. I. S. M. CONSTRUCTION D <br /> 0.33T.B. with Medium Seal Coat. SCALES AS NOTED <br /> 00" ILJ <br />