Loading...
220 W AK TO /3 6 40)4 T,4 F14 9Z 6 — a" C(.4SS IZ BASE - ALLEY ( /D' W /DE) Sc� DETAIL L� N 73 08' 24" W 4,OU' I I I Q — IIIvb /.F zw,0 Ganef. pm /zm G- /3 SEED MIL I I I ® 11 = 2 s° DI' /8" L = 41.6 7' R= /uv' — 7 'A' /3, AW D 1 � PEA SO D - 7S 54.1.5 a — /?/P RA P PER RSV D- 4 a T /Pl Z ® N 67 7 3 7' SD'' w ROCK CLASS = FA CIAIG , T- /. 4 ' , UW fll f&Z 4lVkZ'T 1„ , 20' ® — RE = GRADE - Z1,60 OIAAIM L , SEE DETAIL I I Sc, I I — SCAR1, Y Ah R6 - (0 /APA67 6 " E VIC T11%kx G 6L-W. i PLI�CE G" CCAS.S� LiASE IOMPACTEV AT' 90 1 /b • I I I I { f I t1o) 2 J J ;� J J 1 16 21 11 0 E3 M 1A j W � 8" PVC SE �\ �— S (� SEWER a Q S �\ S S W ; W� - -` a s OLHANDE HEDGE (105) At COOP C) S w a w ii AC PAVEMENT w \ C EV O\ \ RrI v wa a � p I �_ — z - (11 , ` � , �" CLASS Z AZ. EU - a c0 . q�, W c-3Z.SO) z _ APf�,EItJC IIyATE LOCATtt?N I e - 6 ° 3\ ZS) pGP a \ 1c) J Q OF Ex /5T /Af4 WA 1 , C3 -------------------- sEA vl(c- -f &)MLA - - -- 1 _ - - - - -� ri A N /3 �4 W U - - - - - - /OS ; o s a �° 1 ° ' i O OLEAND A o Z R HED a �0. N 0- cn A0 4A CN ' a . I I I I `\ G \ ALLEY ------------------------------ - - - - -- — ------------------------------------ ' Io�o' �o�o lo QF -CJAS� J1 A .l3. EX/ST DIM T ACC E Y I I I I J I 2 655-02 - 1- 40 o ------------------------------ - - - - -- to" I j l I I I SCARlfY Aft RE • (OMft l r� J - C�r� 1J =� b'" N,4Tii%t SOIL Z'5 , I ALL FY 566 1` ioN I � P I I I } v a jo I �� I EXIST G�OU�t/h --------- - - - - -� `J--- ��------ - - - - -- ^ ���r------------ -yr''r � �rJ----------- - - - --1 I �,sl I i • I - I I I 0 U 0 C o Lj C1I/f'NEL L cOW (n L oa p,rn < "z C L i< c"-0 WQ W o �z J Q Q 0 W � 0 ( M 0 > ' Q °ts'G"t'� BY DRA,�" BY C hEcKED Y APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. ° M REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT - BENCHMARK: ' - 112" BRASS CAP PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC MPROvEMENT PANS FOR: SITE TOPOGRAPHY HORIZONTAL 1 ° =20' LOCATION: IN TOP OF CURB 0 ECR SW'LY DATE: 9 th STREET 00 1 -si RETURN CAMINO DEL NORTE & BY: BY: RANCHO SANTA FE RD. VERTICAL ENGINEER DATE: DATE: R.C.E. N O. RANCHO SANTA FE ROAD TO COLE RANCH ROAD ELEVATION: 119.395 DATUM: EXP. WORK PROJECT NO. SHEET OF