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HomeMy WebLinkAbout3024-2LAI 50' VC $ 1 in PI • 17+50.00 $ N EL = 1053.83 + `8 + � 47.12'M r r . __ � _ $ r� 1 47.12 N N � A/4-11.78 � U 47.12 O.C. 47.12 O.C. = °° $ v _ _ A/4 11.78 - _ 50' VC 47.12' O.C. 47 12' O:C. A/4=11.78' ef4=11.78' ren In ''� N n $ r rn $ � O1n N _ p� �ipN I _ PI O 10+90.00 A/4=11.78• =11.78' 50 VC w fo n o 1055 LT. CURB -EL 1050 73 p o NQ!Q N o N �3 N$ N �''� ,n O1 N $ O rr nr t0� r O r r n n n r r ' $ 6 • s CURB . nr r Vul I.'V EL 1049.73 o u+ r $ °' + 0 2' M O + O r _ Qi r O FOR RETURN w to - $ r r PROPOSED TC to r to Q $ to $ so r _ r = _IDENTICAL _ _ _ _ SEE TR T 18074 $ $ '� ,':� $ 8 C . F . _ _ ao $ + �i $ '� $ r S 01 $ o $ o $ a o �S = �S Po I NT r r ST.; I N r i3 $ PLAN T. '14 'gio `� $ i5 $ � . ( n v► o a► '� °' +� � . . 1 .00X - a+o 0 rT r r !V fro r + e 80 +o +� `��' J DWG. 2902 r f r r I r� r + FS • ' W OF 50' V.C. _ r r M r r n 0.40x rI N17+50.00: $ Q PI O ... /•may- EL = 1053 71 +$ 8 ~ W R_r r TW � U W Z •- N 1 i C.B. NO. 20 ZZ p _ > <J O N 1043.98 INV. m to o � • $ - W . N EX I ST I NG SURFACE N ~ $ ri r ui o ~ $ $ Z W 50 VC • CENTERLINE v p r $p aD n r Ub $04 -- U . r O N N O IA ISA n 1� ' �j r J W g itP I O 1 .00 rz r%l.. a n m to + + o r _ • $ $ so co -1060 r. U - r n C3 C4 ro � ki /rn O i E - 1049.61 _ V NS O O '5) go $o, $ pPROPOSED FS o m $ o CENTERLINE IDENTIC$1� N N W •D $ $n$ $ o g� � POINT o O++r,+ 1Aas &N IF Ln .+ o + pO N a O rr ry .r N rN + 8 + c +( r r K)r 'EXISTING SURFACE g$ 0.40X 50' VC w LLrQ • CENTERLINE 04 w PI O 17+50.00 + $ _ _ _ _ _ EL 1053.83 _ __ N g $s N + + U O M rn a 47.12. O.G. 47.12. O.C.W NN p + 8 - O O 4-11.78 a4-1 1.72 4712 OC47.12 O.C. te80 +0 50'$ a 47.12O.C. A/4 -11.78 e/4 -11.78 n N PI • 1 .00 47 12 O. C. 50 VC $ n brbvbab- 12 2' 6O7L F C41 a rb Ir[I r0rN O� O _<�- oro 78' A/4=11.78 +O 0 0 E 10 73 .rIrl a°°-106,0 RT URB n oD EL 1049.73 $ m T. CURBo22to �� WW Tr + nr 46 IDENTICAL t 8 o b�POINT u"$•� 04 8OD } N _ r p r O r _ e • b` ` N 8 + O +w * + e t0 tD n n CD O + r - e to r : 1•} r 0.40% n n w 46 _ ao ''_ n n0.40X r r 1.00x X1.0% _ : I • X -(ATTER FOR RETURN FS • 22 E OF SEE TRjCT 16074 ST. IM11 ROVEMENT I C. B. NO. 21 PLAN 9 T. 14 1043.71 INV. PROFEE SCALE M. N 2902 HORIZ: 1" 40' - _ _ VERT: 1" 4' 10 11 12 13 14 15 16 17 18 19 20 21 =31+81.48 UNDEF q INTERSECTION zI IL r~Iz Ii OIeq z$ INS UNDERWOOD DR. W -N 8 ;� + W 8 0 �I 8" SEWER 1��`I � ■ 1��111■I r■ • III��I ■� ,� ■■ I��111=�1 ■■If. 111-11- 22-1 2 1 100 § 1 18' 1 101 UNDERWOOD DR. $ MADRONE STREET r $ + LOT K 14.14' k $ 14.14' 10+52. 00 E '2 10+52.00 BCR SEE FUTURE - _ STREET > TRACT 16074 MIMPROVEMENT PLA 120 1 18' 18 1 � 121 LILAC STREET o M O �2 3.N 0 MAHOGANY DRIVE DELTA BRG I RADIUS I LENGTH ITANGENTI REMARK LOT L 341-50' 14.14 1 &-- 90-00-00- 1 30.00 47.12 30.00 CURB RETURN 14.14' LOT N 160.50 10+52.00 ECR 9 10+52.00 BCR _ _ 95 MAH()GANY QP- SEE FUTURE 1625+76.51 Lj_j 6 STREET MT TORREYPINE ST. TRACT 16074 �, M IMPROVEMEN PLAN INTERSECTION 140 141 142 r 1 ,' � � 43 44 � GUM LANE w 01 M co rn • Room . ..o ■n.� o ����o ■� o•� �o o , o o� :� f i�MCI 1111 M i� 31 5 N_QO-56-OO-W 18 220 PAP V 1��`I � ■ 1��111■I r■ • III��I ■� ,� ■■ I��111=�1 ■■If. 111-11- 22-1 2 1 100 § 1 18' 1 101 UNDERWOOD DR. $ MADRONE STREET r $ + LOT K 14.14' k $ 14.14' 10+52. 00 E '2 10+52.00 BCR SEE FUTURE - _ STREET > TRACT 16074 MIMPROVEMENT PLA 120 1 18' 18 1 � 121 LILAC STREET o M O �2 3.N 0 MAHOGANY DRIVE CONSTRUCTION NOTES 1O CONSTRUCT 6.5' MIN. A.C. OVER 12' OF 95x COMPACTED NATIVE SOIL. (SEE GENDRAL NOTES 31 k 32) O3 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 4O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 O5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 © CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 O TRANSITION FROM 6" TO 8" PCC CURB s c N0.634�4 E7•. 4•pt, 2ooi sciv► 'QFOF CALW,;; Q 37 C C O �N 1Z LU � W W W Z W H a 45 RECORD ENGINEER: CURB DATA DELTA BRG I RADIUS I LENGTH ITANGENTI REMARK LOT L 341-50' 14.14 1 &-- 90-00-00- 1 30.00 47.12 30.00 CURB RETURN 14.14' LOT N 160.50 10+52.00 ECR 9 10+52.00 BCR _ _ 95 MAH()GANY QP- SEE FUTURE 1625+76.51 Lj_j 6 STREET MT TORREYPINE ST. TRACT 16074 �, M IMPROVEMEN PLAN INTERSECTION 140 141 142 r 1 ,' � � 43 44 � GUM LANE w M co rn CONSTRUCTION NOTES 1O CONSTRUCT 6.5' MIN. A.C. OVER 12' OF 95x COMPACTED NATIVE SOIL. (SEE GENDRAL NOTES 31 k 32) O3 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 4O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 O5 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 © CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 O TRANSITION FROM 6" TO 8" PCC CURB s c N0.634�4 E7•. 4•pt, 2ooi sciv► 'QFOF CALW,;; Q 37 C C O �N 1Z LU � W W W Z W H a 45 RECORD ENGINEER: CURB DATA DELTA BRG I RADIUS I LENGTH ITANGENTI REMARK 1 1 &-- 90-00-00- 1 30.00 47.12 30.00 CURB RETURN (DATE) E v Lo in 6 N 1-1 N lllN O 3 0 N O 0 In n co 1-1N W In a i n 0 I w w REV. REVISION- DATE ENGR. CI DATE PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA CALIFORNIA � p O BENCH MARK: BASIS OF BEARINGS: s V) ADD CURB RETURNS FOR 12/01 t •L SHOULD CONSTRUCTION OF THE REQUIRED aufEsst Q 1-1 THE BEARINGS HEREON ARE Q � STREET IMPROVEMENT PLANS FOR 9 EL = 1077.40 BASED ON THE CENTERLINE IIrPROVEhEMS NOT WITHIN TWO �p ` TRACT 16074 PHASE 2 0 SCHOOL SITE �� T` MAHOGANY(DRIVE ) SCALE: ao SCALE: 1"=40' o " ti `v A. i� r n Inc OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF VAL 4. l s YNQ ��SUITE 400 2 RECORD DRAWING ' AS NORTH 89'03'21 EAST HEREON AND CARRIED FORTH IN A = _ = 11CU1_A, CALIF=oFwA 929s1 -4s79 DRAWN BY: I� CHISELED Box IN " CONSULTING 909.6768042 -FAX 909.676.7240 • wwwRBF.ccm RJB AS SHOWN o PER PARCEL MAP NO. No. 43090 40 0 40 80 120 DIAL EASTERLY TOP CURB, DILIGENT MAMER, THE CITY ENGINEER TWO WORKING 12195, P.M.8.158/28-40; Exp. 3/31/04 � DRIVE TO JOB NUMBER ,� BEFORE DAYS BEFORE TAMARIND AVE.; 60 FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO �` DESIGNED BY: SOUTH OF TAMARIND CT., fr ci r f� N� PREPARED DER TH SU ISION OF: 210' GUM LANE 15-100187 i YOU DIG YDU DIG MAP. SAID BEARING HAD BRING THEM INTO CONFORMANCE WITH 'l o�� MC AP Y: DRAWING N0. � 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE F �E . < GRAPHIC SCALE TOLL FREE 1-800-227-2600 0'00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. �F CAS DATE: L LC oL CHECKED BY: Z. •Z ,DZ 2 a A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 89.04'00" EAST. MICHAEL . TY AN CE NO. 43090 EXP. 3-31-04 MAT I N I 11 DATE: 302 4 i