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HomeMy WebLinkAbout1451A-14(T10* YP. 4a" ql gewpp M I E4;;P o GOPI�ljt2UG"r10N DETAII� SEE PLAN FOR PIPE CENTERLINE. CURVE 'DATA INSTALL PIPE COLLAR PER MANUFACTURES RECOMMENDATION AT EACH MITTERED JOINT VELOCITY VARIES 125 fps to 15.0 fps 10'T (TYPICAL) 8 L -r ?24' 40 WGp �TMt30UT ANP n rp- 61-c O gc-- -rY - „A,' fp-)z 1104-&0 1k1,'VTA Il, GGKA+- r Pe* mTat.- s44W'9':T No. 3 fA = 26.70' BENCH MAR K TKOOK LAWFO 00APT OF coomms;Rc.E WPY 'S" FP FlLoVo uppEFz I.eFT Ih' DI�.AI hIAlil�% ©ItJhT�L.I, 2LIli+ Wkwm.0 4orla2isTE e40--LP`!z ?Sit P.6C4MIM0JI7A?10hIS Q 10+14.(o-7 !�FA&J-rp- a►11h, aVer•WE 11 yrt b2.41 -T"N K- L44V, 1?,P-OT -Of Go"Mr.f-e'e wA'( c t --:b+ 71 _ 6-,3 r, _ 2f�10 L -t: 4S'� 1261' I -y0io d Gar1yT IzuGTtar� IATA! 1. IZAI L�•o�� – I — G --M r("' _ r IL471. 0 110+ 00 I tJyTAt L G L. % 6 0T I�j�• hI2,TAII.. 414"T .3 H = 2$.-V IMIKPL L, 8 L. -F 94, of 96-r STUI?�ouT ZL—P•Ijt7 F1 FV, �PO�- 11 An re-iL t7r�:-TP4L- --!7 S. B. CO. Brass Disk 13-1 4.5 miles west along S. P. R. R. from Sierra Avenue Overcrossing & 0.5 miles east of Etiwanda Overcrossing, Headwall for Bay of 5 large CMP over Etiwanda Wash. Elevation 993.449 ft. Equation: Add 0.26 ft. to plan elevation to obtain benchmark datum. 7• e-;,' O 11`I*rrDLI. 2000 (-jr' 4e' 4f ISP 1-M;,0 (7 dh lh' �f!ZAI►JP��CsI� 1(P+-711-69-7 (�;PAn1TA Phi AVG. TIeVW K WK5. WFf�T Q INI,9TPLA., 6014GGDI.I.p�IG pop- M^WUr-A6TuW40*-- t21eGOM M>G•1�ao.Tta�y KIK LIPID wo*T If;2k110 InI.rAI.t, e'-t,e4+Jo0T c.l. -1�;44*.P,T n40. 3 -H l5 f of 2--:2 1 15-.G . 1(0 + ,1y SIA A4P3Ul✓ C I Ott' 8. V7 ¢A\1.12[ 0 t Mt l'r j2,A! 1� j2pp`t7 . 5-1 15 -IN -IT 1`7+02.21 F-�.G ? 17•I-11 I90r^,t. GL e;& 1 'UT POE ✓ MTA4>✓ 15;,-+GX--T No. -07 N -- 210.41 II lI� IIII sFk �iH�T I"� oP' 17 �6. r F I UPPW RIC-1wr SCALE I" s 40' NO -1 DPctE�- I DY REVISIO I ox -re a`nvg• FI PE--- C V RVE 1D A -TP% gg�53'Z�" 1�= SZ. sp, CITY OF FO N TA N A 7- 22 4G� If;2k110 InI.rAI.t, e'-t,e4+Jo0T c.l. -1�;44*.P,T n40. 3 -H l5 f of 2--:2 1 15-.G . 1(0 + ,1y SIA A4P3Ul✓ C I Ott' 8. V7 ¢A\1.12[ 0 t Mt l'r j2,A! 1� j2pp`t7 . 5-1 15 -IN -IT 1`7+02.21 F-�.G ? 17•I-11 I90r^,t. GL e;& 1 'UT POE ✓ MTA4>✓ 15;,-+GX--T No. -07 N -- 210.41 II lI� IIII sFk �iH�T I"� oP' 17 �6. r F I UPPW RIC-1wr SCALE I" s 40' NO -1 DPctE�- I DY REVISIO I ox -re a`nvg• FI PE--- C V RVE 1D A -TP% No. 27674 � ofVli. OF CA1.�4 0D 0,p' —52r R- 22. moo' CITY OF FO N TA N A -T No. 27674 � ofVli. OF CA1.�4 krueper engineering & associates civil engineering • land surveying 568 north mountain view, suite 230 :!2 san bernardino, california 92401 884-2159 CITY OF FO N TA N A PUBLIC WOR KS DEPARTMENT DESIGN BYIPlC7(Ti�l'o'l., P�'�K int 46-t1I T`IZ.Vr1)K I�II�U� !( .o1G comMe4ze'c" wPY �vF, STA. 110-t-oo TO �-A. 113-t-gi SCALE DRAWN BY tit- DATE APPROVED:r FRED J. BABBITT R.C.E. 27674 _DATE EXP. 3-31-90 and 10 AUD e4496115 12, I� ! , � BY CHECKED G • ff APPROVED BY �� Yet. �4 � /�►�� CIVILENGINEER R.C.E.4-Og64 DWG. G NO >q51 A 14, I 1(o andi l7