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I LINE A (SEE SHEET 18) DAYLILY ST. w 1i I STORM DRAIN CURVE DATA F 0 L OR BEARING RADIUS LENGTH TANGENT I A 45065'05" 22.50' 17.71' 9.34' ;,r, tp t§4.;, B 01°48'25" 1994.00' 62.88' 31.44' N . , B C 45'25'00" 22.50' 17.84' 9.42' +00.00 LINE A E � � 3+70..59 LINE A 10+02.4•, q INT W/SIDE ALL LAT A2-2 1 j; ' I INE A2 30" RCP h =10+97.5 , LINE A2 1 45°31 '00"E I m ST STA 25+13.00 q IN ET #27m® LINE A2 30" 'CP I 10+54. 19 BC L=7.0' V=5.80' N89°04'00"E ' s I 10+72.03 Err 10+34. :5 END 24" RCP it 13+98.07 EC - S44°04 00"W I IEe; 11+�;1 .62_ MH SHAT 13+17.48 Be 13+80.36 PCC Arai!� �I ��®i®�7 !E.�Irs►�.� �.� s •n ® I _ -ice, _ -r?, AI 111FAITAIIIIII FINN - + IFIMIllity Co 1__ mmi., le Irma _ ifi ,he 4,, ----0 _ _ ti -� . - w .._. _ .,, _I E S �� X.a - --itr , , '�i �l��':: ; WATERLINE , W_ ' We ap t 1 I i 0 11' II 10+27.50 END '4" RCP0 8" V.C.P. SEWER ` ST STA 22+27.86 Q INLET #54 ® 0 S63°54'09"E A ' .1: ;• L=14.0' , V=6.69' Dr' ST STA 25+13. 90 Q INLET #26®® 14+06.43 END 30" RCP . I L=7.0' ,V=5.25 LINE A2 30» RCP® I 10+03.72 0 INT W/SIDEWALL_LAT A2-1 I1 S44°01 '30"E -N =10+99.07 LINE A2 10+00.00 q INT LATS A2-1 0 A2-2y 10+95.78 LINE A2 LINE A2 30" RCP,'27 N89°04'00"E I RECORD DRAWI'll it4iliA-i'''''"'''''' i6DL .-. E LINE A (SEE SHEET 19) LINE 'A2' bbEss/QA DAYLILY ST. ®Q � � j' pfESS/pNq �' ' ' w BCE 43090 , , ' -- 0 cc N4 63494 7D ,,, �' o i ESR 3/31104 �.Sept.30,Zoos4. ENGINEER: �. ���. . ,. * (SIGNATURE) ' '..:.1'.'4.: , i CONSTRUCTION NOTES J, Q. DA l CIVIL tz . - '- ! �V 121: '�'Vl1.. 'F 4p Q� O 27 CONSTRUCT 30" RCP (D-LOAD PER PROFILE) F CAS'' FOF CAL�F4 �i 28 CONSTRUCT 24" RCP (D-LOAD PER PROFILE) 1 Lu33 CONSTRUCT CURB OPENING CATCH BASIN PER REV. REVISION DESCRIPTION D TE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA CALIFORNIA APWA STD PLAN 300-1 D0 ,814iEET v) �t' ! cn 34 CONSTRUCT LOCAL DEPRESSION PER APWA STD RECORD DRAWING ?Id( ROFESSIO PLAN 313-0 q ����1° SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �oP 44< STREET IMPROVEMENT PLANS FOR 36 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��� STEVEN ��G) • E 27555 YNEZ ROAD,SUITE 400 TRACT 16074 I STD PLAN 321-0 ��\ SHOWN HEREON AND CARRIED FORTH IN A, D I L GENT MANNER, W m CONSULTING N S U LTITI G 909.676.8042 •E ax 909 CALIFORNIA A 2 RNIwwwRBF com DRAWN BY: - y. o K. G I FFEN SCALE: co ��\ 42154 r:, JM LINE 'A2' JOB NAS UMBER OWN, .o D I AE2 TWD w❑RK I NG THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO "° 40' 20' 0' 40' 80' co, 3-31-04 a BEFORE "� �, DAYS BEF❑RE Exp. PREPARED NDE T S RVISloN OF: DESIGNED BY: Sta. 10+00.01 Sta. 14+06.43 Y, YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �� 15-100187; Q T / APP ED B / DRAWING NO. 31 0. YOU DIG STANDARDS IN EFFECT. 9� CIVIL o� / SKG _ ' c›- g.......,.. o� CO' 43°90 DATE: /Z coCHECKED "� OPP / GRAPHIC SCALE: � 1" = 40' TOLL FREE 1-800-227-2600 � � \ ��( ��� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ,\ / (O0 i RCE NO. '1�1 4 EXP. 3-31-04 SKG A 36. �1 A T CIT E R R.C.E. 511 DATE: C"'1 _ --