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H, adjustrn�his unit Torics <br />Curb Data Curb V a tca 4� 5, D rr W crossing on Waaalhridgo /Fooa' Avi// be ,oarc//B4' <br />R= 578' R= 622' as one french H'/3nA, G, +/614,f,e, <br />p= to•27' A= 6'27' <br />L= ro5.07' L= 70.0Z' 5� 30"5D f,94 point /O' South of Edge of,oavement must be <br />�! precast SEE 5PEC/F/GATl�AIS <br />1 � �'� G) Ma/nt4in one wq traffic on lyoodbridyc /?aata'p>4// <br />1z It1 <br />Const Survey Monument q <br />times ('2 wayn/ght) . <br />,a 20v 8/. 2$BGN&D/GT OR/YE p 3 d� <br />Const Survey Monument lh /O s 00. 00 CRYSTAL COURT zt (7) Conn ¢cfiogs to 7%9 ¢ r/s f /,"SS K,,'II be <br />U .s?aCam,a.r SaoC ir�.rv¢s /J70mnocorseo4i/'7% <br />DRIVE- <br />DRIE ir s�So/O,n¢l¢CSr r <br />(-see Deral/,oq.3%18+26.36 GEA/ED/GT <br />Q /or00•o0 EV6LYN COURT e \ U Q a <br />* Ca) 1• a4ci, Moans 5'%0// /iavc /{/ V¢rt,eo/ C/e4ront3 ova/- SD e SS Ceoss`�9 <br />'^ F (9) A// olpe /myths pro from �Z MN to �E <br />h �' I� Penco <br />` v '� K--x-r �° / N/oter and Setter Locations gha// be mantel on curb- Bee 5heet5 <br />`R 4. b 06 rb XOI t �� 8O 79 m ti 4% <br />J ,ut a h n v E�'k I m N m , . (//J) Reo/ace a// ex1SL/o9 oainfed /ege/7d5,_ /i�e�, or cigr7s >hat arc damaged <br />90 89 l9 1 88 87 86 C 85 84� v 83 Nom 82 81 N m v I� m �' on or destroyed durii�9 construction/ . Ralnt new Stop legend for stop s/gn . <br />31 N v m �Uip ,� , Nf` h Nh 0*R 4 <br />N !Ai � m m ��'� m ^ ro ^a m m o m �° �zJ //// cannec>ion9 t0 GXl9t%/7q /yaZer rt74lr/9 5h4// be correlated rY/T%/ <br />N °� 1\ N N Mokelumne Acres MainteriQnce District, <br />w m i � �1 � � Cx. Y• mow.. UN I` <br />UN N V o 10' P. U, E• 2"a.c•DiKe��° i ConSr Survey Monument <br />24,1 -?7.-44 BENED/CT DK <br />10' P.U. E. <br />a 3 e a o <br />C N ,W Z59 LF o N 2 r �< 24 3' 0 10 4.C, Q <br />y O STREET SIGN NOTES: <br />N 1 14/LF 18 19 25SLF 2D O I ' -- \ y ��. s0 \ <br />© o s, �, I �rw 4%/5f Telephone Pole to be relocofed I. Stop Signs. Bottom of stop sign shall be <br />of 24"50 -� 30.50 /n•55 ;_�-- <br />b N �- osz ;oy F„•. ` by Pac/fic 6e// 6'-0" above ground. Stop signs shall be <br />�x • -_ 3, *; e _ I 10' P,U•E• 30". Signs shall be reflective. <br />4P li' <br />SEE SHEET 3 a� 10 P'U-E' I P•U,E, I �- ni 'Q 2. "Not_naI a Through Street" Sian. Bottom of sign <br />-- ! a -- - l I 2o'�G%E ester, shall be 6'-0" above ground. Signs shall be <br />reflective. Sign dimension shall be 24" x <br />rP <br />7824". <br />t4 v'T V N �`a a, 11� Q) p 3. "T e N2" Si n. Sign dimension shall be 24" <br />wI 69 I 77 jam; ��1U 01 V �- 3 0?x 24"Bottom of N2 sign shall be 5'-0'I49 i68 �; I 1 # �+ j V. above ground. Signs shall be reflective_... <br />ii 1 w 1 I v V V <br />v f" c o W! m UI ��} n hN 'h l V�1 Ip eel <br />y- �; R1 <br />�vS v` V\h <br />It <br />OC ©-) md;A VrQ ? mh'J 0 <br />� 4 M YWh <br />Cyti <br />Q <br />�q 4.' <br />, <br />J <br />N <br />m IB 1_ �v PI`S U m QIP I I v Nit` "SN <br />1s' 16' N� N'1 W; <br />v J 5o' a ^ * m }= 25' 25' 1 k�, � Curb Doto ' 'Curb Dato _ <br />WI.1 <br />Ce !U. N h VW - o ���87' G�= 101,22, 26"/o•- 7/e'/,P0 <br />W L= 65.07' L= 53.08'X _ <br />NO. DATE REVISIONS BY DESIGN DRAWN BY APPROVED BY BAUMBACH & PIAZZA <br />5 <br />COUNTRY VIEW SUBDIVISION SHEET 2 OF 5 <br />e >z <br />S elo +< <, P .9 BENEDICT DRIVE <br />All <br />CIVIL ENGINEERS - SURVEYORS UNIT NO. 2 JOB No. g 3 0 5 <br />su ITIE Y 740'S/ WOODBRIDGE RD. to WOODBRIDGE RD. FILE <br />R.C.E. l q G 3 f-- DATE S- LP- $Q SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS 323 W. ELM ST., LO01 ,CALIF. 95240 PH. 209-368-6618 SUBDIVISION IMPROVEMENTS NO. <br />�. PRINTED ON DIEPO NO. I 000 CLEARPRINT <br />1 <br />