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HomeMy WebLinkAbout3638-3 i i • --- - �. • • - 30..wA V.C.-OAC. L=43.63 L=20.67' L=119.03' L42.36' L 19.36 - t*' t ' PI= .62 O.C.' O.C. O.C. • 0 • • PORT. 40 VC ' j . • PVI=59.91 �p aD U � t I A a ° a ° � v ~ r. W ':• C..) n.3 _ .,, -4- 8 e . U T - • • 40 00' V.C. A. L 49' L> .00!' L=31J9' o'\ + g , • �. '_ g W �o _ .� •• ' ' 1 OJG. ' PIA=6�50 .C. 0.G 06. - - ..- en � 1------ ^53.50. S � � i�`+ .�, • EXIST. NAT. GROUND :_ _ ' • ,q� • 1 g AT R • +,.., gr)! ao N 1 -1`:] U r\� o XGUftER •_ A ` o R' a `. \' L=86.02' 70.69' V.C. R=��3% r �, ON CROWN - J PVI 61.06 I _.,,, o: ^• ^ PVI 31 • M _ _. ._ . _ i ... -r- . . d E d --- PROFILE-OF-PROP. WEST-TOP-OF-CURB- C�Ti s23 co A $ �� s, ��� • + ai ai o+f 11 rn "' "' g • g • _ - Q. EXIST. NAT GROUND - = ot R-0.9 % 1360-136 ca8 52 d ^/ \ A - R.4.1A- L L=39.27 M + d - O.C. �' 0. 1 PROFILE O� PROP. OENTERUI a a d Q -- R,2,6� 40' VC PVI=59.91 S U m 8 $ c5 o^o '• ac 8 ►: .= � � o a; M - � 80w gam' A " N + � . . og EXIST. NAT. GROUND + + ATR . • '" R=1.00% 'rt ai 111 W 1360 -ir A II #. . . _. h- . ®R 2 A -gaesIO Q R.228xIl a OF PROP. EAST TOP OF--C JR6 --- • R-2• a n • 1 vo II WcFlk • i t g m$ II 1 4.k. t°.; , 0:, II II I = r;JL ' o W L . 0.c. '---' 40.00' V.Q___, 7+00 , L�0 00' 8+00 9+00 10+00 11+00 12+00 PROFILE SCALE L=45 L=140.95 VERT: 1" = 4' OC O.C. O.C. HORIZ: 1" = 40' BASELINE AVENUE SEEFOXWORTH ST. DWG. 2445 SEE SHT. 2 I I CONSTRUCTION NOTES I C? 20 21 22 23 30' 24 25 19 Q 1 18' 18' w 0 CONSTRUCT 4" A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. EXIST- 17-3/8" GWBR ` I ,n (� WATER PER TRACT N0. I I I io m v Q T j • s N t# Y 11+10.66 AVOCADO CT. O2 - CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. N0. 1003. 14293, DWG. NO. 2504, I V •-i Li i J iJ S �� • I OI LC) w >i i =10+00 BLACKOAK LN. © CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 1006. SHEET 13 I I I I i > :' "' + ; +i moi" M!" + W N 0�4, Ik _ •= 4.0' z �,i 4 CONSTRUCT 4' THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. NO. 1015. �� co) aOi �'i I��G _ 'r '�b� Q;� 0 CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CIlY OF FONTANA STD. NO. 102 (W=16'). EXIST- 12 WATER PER I : ,� �� •11 Q , ��' :�,�■�; 26TRACT N0. 14293, �� A� � b,��`,�_ �� 31.0 �ppp PRORR �_ ©- SAWCUT & REMOVE EXISi1NG CONCRETECURB, SIDEWALK & ACIMPROVEMENTDW'3. NO. 2504, 111 �' �,,®� ��_-� �� �* '�" �:}' - f / Q GRIND EXIST. AC (0.10' MIN-) AND OVERLAY PAVING WITH TACK COAT PER SECTION "A-A" SHT. 4. SHEET 13 ® ►898 1►/ iiBINBf� 10 Qj �� 4o,•�� © �, �$' ®- CONSTRUCT LOCAL DEPRESSION PER APWA STD. DWG. 313-1AND DETAIL SHT. 4. t -i ' I i-` -� h. ,_ 1 ■� V611111LW2PIUMEINIINP37P © • '� Q9 ADJUST SEWER M.H. RIM TO FINISH GRADE PER CITY OF FONATANA STD. DWG. NO. 109. • EXIST. 10" D-LP SEWER �•� `• � 10' �1 �1� g CROWN UNE _ _.: ' ra p �i 11 C1\11 a 10 INSTALL 9500 LUMEN (H•P.S.V.) ORNAMENTAL POLE STREET UGHTS PER APPROVED ST. LTTE PLAN. PER TRACT NO. 14293, - �. f 8 9 N00'O1 50 • N ,� 4�e Q CONSTRUCT FULL DEPTH AC. DWG- NO. 2506, ,. SHEET 9 14 "' + v______ �` - _ Q K_- --- _._--__-_-._NMI �!, - - • 27 12 CONST- CONC. CROSS GUTTER (8' WIDE) PER CITY OF FONTANA STD- NO. 104 (MODIFIED). - I \Q ______ 0 -i811 JIB 18e \yam EXIST. 8" GAS PER ► , hitc., / �� �j -' ' � rli TRACT NO. 14293 _ -•/�°' 1x" "II PROP.R °1•'� i i� �t t '�ft DWG. N0. 2504 I v v ' ��, i-1 Nici Q ' (17.--; • •. \ SHEET 13 0"' 111111'50.00 `i m - +. +!U �! Lt o g �,- I I v� `�°O i OOH ! oi g N14.> bb gN gv +� l� I I 18 ; 16 5 14 gN g r i1 I . 17 1 � � 13 N �- 28 i Ii I. II •�, 1:! BASELINE AVENUE AVOCADO COURT 1 �" �� � j :2' LEGEND SEE DWG. 2445 I CURB CURVE DATA 0 �A aO �- CURVE RADIUS LENGTH TANGENT Z SEE SHT. 4 90'00'00' 37' 58.12' 37.00' CONCRETE IMPROVEMENTS O 16.15'37" 112' 31.79' 16.00' n RECORD DRAWING ,, Q,OFL. R44C oN OH 21231'14' 38' 140.95' 130.29' j SAWCUT & REMOVE EXISTING IMPROVEMENTS 4... SPR �q8��1' I 100.00'02" 25' 43.63' 29.79' W No. 29616 �, O 0 10 20 40 80 120 x 7 JO 110'00 04 62' 119.03' 88.55 j SCALE: 1 =40 O �� GRIND EXISTING AC PAVEMENT & OVERLAY � Exp. 3/31/11 � M 90'0000 45 70.69' 45.00 MARK L. RMB RCE 29616 DATE s�qT C� v; L ���P/ NO 9000'00" 25' 39.27' 25.00' F OF CAL.UF3 T PREPARED BY QROF E SS/p4yq Dilo A)-_41 ,O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA FIRM: raab engineering, inc. / R.- �� L R4 Fym �� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ADDRESS: 310 S. MAPLE ST., STE. D (4?iiNO. 29616 ?^ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY: SCALE: CORONA, CA 92880ret �� MLR STREET PLAN - TRACT 16597 1" = 40' TELEPHONE: (9 ) 272-10 FAX: (909) 272-01 66 DIAL TWO WORKING i'a\ 1.0.41:40 941$044‘4411+ %. ' i •L. 1 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: AVOCADO COURT DATE: * Exp. 3/31/07 4. BEFORE -� 1k DAYS BEF❑RE p PLANS FOR ADJACENT SIDEWALK 10 05 MAR MLR 277' S/0 F� 1}1-5T. TO BLACKOAK LN. JAN. 17, 2007 n. ' 1/41',,, \P Y❑U DIG �, / Y❑u DIG ® / / ' �„-� BRING THEM INTO CON WITH CONDMONS AND .•. /� `�`�`LJ C 29616 l '1 Qnt 0 7 1). C V I L 0 ; CHECKED BY: y'=' 2 .6-.67 DRAWING NO.: 3 r TOLL FREE 1-800-227-2600 A CORRECTED STREET NAMES; LOWERED AVOCADO CT. CURBS AND 1/09/06 L,�•0 MLR f' SIGNATURE RCE DATE Op CAt_\F A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PADS STANDARDS IN EFFECT. 3638 CI Y ENGINEER R.C.E. 51152 DATE: 7