Loading...
HomeMy WebLinkAbout1449C-7SCALE I° 40 I---Aa'4+00.00 1✓IM, WPPA41T TO ly I � +o4' • ao PP Leo • fdl4'� 0- To 14 4 1'3j + $01 • oo PP IJo. f�-740, 0+ ry To 14 140+74-• co w IJo. o 74-z� li Ta 1 �4 3 t w- oo wP too &74 3o 2 Tc l � f mem �Tev tom-( o� p �( o7�-t�l� 0.t•"W� I�• tom, 0( may- u v 0 m i ° V) 4 3 2 4 RgN W 1 k _ N til 32 •�it�` ? nQ� 4 ;' V ��/ �i V -to 410.�t t=om �I q4 .o`/t✓12 P-�/r�>�t�t✓ 130+00.00 s�WJep. 'b-'46 0tv 144400- x5P 001,. zf AW-OVIa ,y 144+21.10 er 00. 23vM014 g 14 `0 ? Tam Wf oTN•e, 143+��.�c, rin. 1�DI�Oy 7o 14 [':50I -59,e. 0 FIRe N4tb9_p.N 1r'J -[o 5r-- ReLo�ATBA By OlWeR,�, r - . to , i-�.d-fA - D -- I w � a 1 i I 1 TZ 4 - JH t1di v . `� -- ice• N I` -`9 M eR CC 4` 54. 2D 0*+ w• 0o pP 0o. WOO E 110 00 Ize.Q ev oTNS 14 >�N A�iE 1 Az 143+49. ,w MP+j TES roE I 1 4 PNS A2. POPr-7MAO 7O 90, A tomf 40Y140" COUNTY OF SAN BERNARDINO ROAD DEPARTMENT DESIGNED BY DRAWN BY CHECKED BY APPROVED BY SUBMITTED BY C.D.E. ASST. COUNTY ENGR.•ROADS " DATE ASST. ROAD COMM ISSIONER•ENGS. DATE COUNTY ENGINEER DATE 134+4M• to PP too. Xx(tJot���1 eepp 01f OTI-lef-& F6 2EVi5joN A ONLY Al THIAT-CHER III o. 399J4 Mau Ili 6, nf 0• 10 140) 3� H W r No. 27674. Exp._da� s��l C1V11 F OF CALF . 13� +- Iq• .•�o pP t4o FIELD BOOK REF. >~ v 1 IY7 *857 pl' n1o. �cxx (Mon1�� At �3� 310. So t -1o. tx�►�crT � � 14 t>� a��Tr� r3+•{ cst��y 140 + 4to. 00 Pim "X (I►.o I✓) 1-61 -+ 77 • !6,0 rr W402514 H -to px-,- raze-pgav &THS BENCH MAR K NO. DATE 5Y S, B . CO. Brass Disk 13-1 # 4:5 miles west along S. P. R. R. from Sierra RK C_XJN-T-f REVISIONS I APPR I DATE C(`I-Y REVISION IA 142+6I. �-o PP t - (o5,4X04 N -co IA -3+-00 R -I Te- M - 5,U It M• I.4.• P fOP opf 0%w4s, .,�10P'6(Ca1�) 43 r+4�•ae Fv tJo XXxWo001'0 aw �F AS14 P E. I ocarc� t f oT 141+31. �10 P4a IJo. 1�1 N -to �� ' o3. &o t��Mowl To 14 Q 2 W_ a� Wr �+40 O � OTN - - RO Ap N . 5� IS60 P9A15r. LJMITS 105-llO krueper engineering CITY -OF FON TAN A & associates IrKF civil an ineerin 0 land surveyin P U 6 C O K DEPA TM T Avenue Overcrosstng 8 0.5 miles east of ; q Overcrossing, Headwall for Bay of 5_ • large CMP over Etiwanda Wash. 3 Elevation; 993.449 ft. 2 • Equation. Add 0.26 ft. to plan elevation to i 'obtain benchmark datums 4. w" s « X10[ I� z g g g I 568 north mountain view, suite 230L san bernardino, California 92401 F14 884-2159 oo �- = ,a, �D• oo LjLoVER AVENUE ,1MP�V ST�z T T b.lo. DESIGN BY ��p� ; ��_% ,. 'STI�GT lt"1FFZA/eM1FNT hI-+J�,:: `, MVL Y. 5TA• -10 to 1} 1-00 - To { '+-Ov (INT�IszYwtJ v►1rYN S.r_ole- Av�.1U�) -t'o I J Q �•8•Gt7. RfGvt�tnN �o�t, V4� 66 1111�aoVA L_ N �: ,��� �: 4.7-71M I DRAWN B Y 171,I�- DAT E �•�l cv-t row ApD c aNS yR v c Yr Vhl P�1 SES l a roP 2 831-88 a ' v d OtDol'N R�'JIZ�D QVAK)-rI"T f Rev I�9 IsYfETs I N O� a N` O NN 1 o �. W ��,N�_ � � �' -p` Pig OPO.5� O Tc. 8�i•'7�1 ��, f�l•12 T4 yoy p,Q� cC1-/ /� MSD / m N I At 130+00.00 s�WJep. 'b-'46 0tv 144400- x5P 001,. zf AW-OVIa ,y 144+21.10 er 00. 23vM014 g 14 `0 ? Tam Wf oTN•e, 143+��.�c, rin. 1�DI�Oy 7o 14 [':50I -59,e. 0 FIRe N4tb9_p.N 1r'J -[o 5r-- ReLo�ATBA By OlWeR,�, r - . to , i-�.d-fA - D -- I w � a 1 i I 1 TZ 4 - JH t1di v . `� -- ice• N I` -`9 M eR CC 4` 54. 2D 0*+ w• 0o pP 0o. WOO E 110 00 Ize.Q ev oTNS 14 >�N A�iE 1 Az 143+49. ,w MP+j TES roE I 1 4 PNS A2. POPr-7MAO 7O 90, A tomf 40Y140" COUNTY OF SAN BERNARDINO ROAD DEPARTMENT DESIGNED BY DRAWN BY CHECKED BY APPROVED BY SUBMITTED BY C.D.E. ASST. COUNTY ENGR.•ROADS " DATE ASST. ROAD COMM ISSIONER•ENGS. DATE COUNTY ENGINEER DATE 134+4M• to PP too. Xx(tJot���1 eepp 01f OTI-lef-& F6 2EVi5joN A ONLY Al THIAT-CHER III o. 399J4 Mau Ili 6, nf 0• 10 140) 3� H W r No. 27674. Exp._da� s��l C1V11 F OF CALF . 13� +- Iq• .•�o pP t4o FIELD BOOK REF. >~ v 1 IY7 *857 pl' n1o. �cxx (Mon1�� At �3� 310. So t -1o. tx�►�crT � � 14 t>� a��Tr� r3+•{ cst��y 140 + 4to. 00 Pim "X (I►.o I✓) 1-61 -+ 77 • !6,0 rr W402514 H -to px-,- raze-pgav &THS BENCH MAR K NO. DATE 5Y S, B . CO. Brass Disk 13-1 # 4:5 miles west along S. P. R. R. from Sierra RK C_XJN-T-f REVISIONS I APPR I DATE C(`I-Y REVISION IA 142+6I. �-o PP t - (o5,4X04 N -co IA -3+-00 R -I Te- M - 5,U It M• I.4.• P fOP opf 0%w4s, .,�10P'6(Ca1�) 43 r+4�•ae Fv tJo XXxWo001'0 aw �F AS14 P E. I ocarc� t f oT 141+31. �10 P4a IJo. 1�1 N -to �� ' o3. &o t��Mowl To 14 Q 2 W_ a� Wr �+40 O � OTN - - RO Ap N . 5� IS60 P9A15r. LJMITS 105-llO krueper engineering CITY -OF FON TAN A & associates IrKF civil an ineerin 0 land surveyin P U 6 C O K DEPA TM T Avenue Overcrosstng 8 0.5 miles east of ; q Overcrossing, Headwall for Bay of 5_ • large CMP over Etiwanda Wash. 3 Elevation; 993.449 ft. 2 • Equation. Add 0.26 ft. to plan elevation to i 'obtain benchmark datums 7/,�Sq MWT ADD 5 W DKAIN 12(oi- W5 131+•01 135 + q t 138 +00 APP KIVE WAy �2,+19.q�4 131k 3q.44 f3(I+29.44 18-10-81 g g g I 568 north mountain view, suite 230L san bernardino, California 92401 F14 884-2159 I W NEtiwanda `�/�7/89 MWT Aoo iowayEWAY 1'59469.44 Aoo w OiZAIN b.lo. DESIGN BY ��p� ; ��_% ,. 'STI�GT lt"1FFZA/eM1FNT hI-+J�,:: `, MVL Y. 5TA• -10 to 1} 1-00 - To { '+-Ov (INT�IszYwtJ v►1rYN S.r_ole- Av�.1U�) SCALE Jr, , I �qr� I J f.�.E �•8•Gt7. RfGvt�tnN �o�t, V4� 66 1111�aoVA L_ 34-911 DRAWN B Y 171,I�- DAT E y j' F'� ., ApD c aNS yR v c Yr Vhl P�1 SES l a roP 2 831-88 FM ,.. r $ 7 FRED J. BAB TT R.C.E. 27674 DATE EXP. 3-31-90 R�'JIZ�D QVAK)-rI"T f Rev I�9 IsYfETs CHECKED BY - �. C APPROVED BY t\� CITY ENGINEER R.C.E. 18932 . DWG. N0. ? T�12V T4