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HomeMy WebLinkAbout2902-13WIS T00' VC: PI ®.11+7950 EL = 1051.97 G 1= 0.40% G2= -0 40% LT. • E I O FOR CURB RETURN _ • o ,o o . (.SEE SHEET 9 ) , O CL 50 1.12% , 1050 93 1050:65 PIG Z" 50 VC J � F PI 6 10+48.00 cE ......__ EL 1051-.41 E O 0 U F > V) • U Q w CO w • w CO N.. a r ..... LL 0 CO i...00 N W 0LO 0 • 4 . O N) F : N • pN) N) :O O Z...O r: _ap..;._.N t0_........1. O +0 (10O N) 0 0 + O O p O u........ 0 0_0 . f '‘.7.,3.., PROPOSED FS 0 CENTERLINE o • r 4o 0 0 O O FOR CURB RETLRN (-SEE, SHEET 9) RT. _CURB - 50 0 0:40% to L C) w POR: OF 100' VC..... PI 0 10+90.00 EL = 1050.46 G 1= -0.57% G2= 0.54% FOR CURB RETURN • FOR CURB`RETURN SEE SHEET- 1.0 PROPOSED TC; 6" C.F. 105C.90, PIG CURB 100VC PI 0 11+79.50 EL '= 1051.94 G1=0.40z G2 -0.40%' 40' VC PI 0 12+49.50 EL = 1051.66 G2= -2.07% O! O I 0! 0 N) O O.. 0 4- 0 0 O p........_.. 0.40% • 00 1050.79 PIG 0.40% W 60_. o_.. 0 10 10 r a O O 0) r -- EXISTING EXISTING SURFACE U CO 0 0) N 0.5%! X105093; FL 0 CENTERLINE 00 O m O 100'': VC N 02 4-7P I 0 N N O 1-1t7.9.50 EL = 1 C 5 G 1= 0.40%-G2-= 40%' t0 PROPOSED. TC 6" CF. CO CO 0 O of co O 0 0 N co 0 0 2+29.50 EVC 1 o : -0. 0 0) • co O O • O O 0) 10 N 2.07% C.) 0. 0 N LO 40% 1051.16 FL O O N 0 0 0 LIF z -1 w o rw 1-.... LFL'.. W mU W mm Z po -I t T LO O O 0 • 4 0 O 2.69% -0.44% FOR CURBi RETURN SEE SHEET 10.... • 1051.05. PIG 50 CL 50 RT, CURB FOR CURB RETURN (SEE SHEET .10) F /)- z W 0 _I C.) Ce F W C.)Om CD W 0 . 00)) ' O+ 10 0M.:_0 • )C) c0 0 50.23 FL (.0 0 O O 0) O O c0 -- O o - w 0 0 M N O t0 CO C7 0 O 0 O N 0.54% C.B. NO. 36 • 1044.53 INV. 100 VC 8 52 0..57% FOR CURB RETURN (SEE SHEET 10 ) m g 0 PI CI 10+90 .00 EL = 1050.43 G1==0.57% G2=0.54% C LOm + 0 t0 O to 00 O O 0) -CE) N O 0 O O O c0.. 0 - PROPOSED FS CENTERLINE • POR. OF 100' VC: 1+40.00 EVC N) o. 0 - PI.0 -10+90.00 EL..= -_1050.46 G1= -0.57% G2= 0.54% O La )0 O 0 50.23 FL d- so 0 D 0 0. 0 O+) O PROFILE SCALE HORIZ: 1" : 40' VERT: 1" : 4' 0 (0 0 0 0 C) ,n 0 0 .B. NO 37 1045.00 INV. 11+40.:00 EVC O O O O m O CD (0 0.40% PROPOSED TC 6" C.F. LD m O 0 -0 0 N 0.54% N) N O O O O O 0.40% EXISTING SURFACE 0 CENTERLINE CD • 0 0 0 0 054%: O O 0.40% PROPOSED TC 6" C.F. O N N 10- 04 4- 50_.' LT. CURB CL _ 50 RT. _CURB' (SEESHEET 11) Z 0 F U w [L' w N 0_ O 00 a) N N ' + O ; 0) 0 FOR CURB; RETURN (SEE SHEET '1) 10+48.00 BC 1051.85, FL'_ 0 0 O CO - O 1.21% 0 0 O 00 -0.96% PROPOSED TC 8" C.F. PROPOSED FS • ®'CENTERLINE 10+48.00 ECR 0 0 O O -0.96% O O O 11+22,00 -EiVC c) w 0 N N C0 1050!95 'FL.. 50' VC PI 0 11+47 -.00 - :EL = 1051.45 G1=-0.96% G 2= :-2.21% c? U w O (NI + EXISTING SURFACE CENTERLINE N O O FOR CURB RETURN (SEE SHEET 15) J O 3t 1.1.1Le- } 00O Cr CO• • r- + • + ODr 1',00% FLj 8" C.F. FL RETURN''. ET.15):, 50 50 50 LT. CURB CL RT.: CURB 10+00.00 BARBE =16+72.57 EUCALY q INTERSECTION 40 10 EUCALYPTUS ST 11 12 13 I SCALE: 1 " =40' BIRCHTREE ST EUCALYPTUS ST 40 80 120 GRAPHIC SCALE DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT S REV. 18' 3(?' 12' -4411-1144. 325 13+00.00 BARBERRY LN =15+61.00 BIRCHTREE ST q INTERSECTION 324 CHTREE ST REVISION DESCRIPTION SEE SHEET 24 FOR STORM DRAIN LINE "F" PLAN & PROFILE 330 10 IRC T REE. ST 0 1?' 18'18' 12 30' 3b' m W 00 W �; (oO 10+00.00 CORAL LANE 5 01 =13+67.00 BIRCHTREE ST q INTERSECTION 329 5 13+24.00 ECR co m U 0 0 0 rn 0 11 12 257 256 I I 0 •I 107.00' 60 00 0 SCALE: 1"=40' 258 52.54' w IcTuj W N .3 14+10.00 BCR U 8 323 328 ▪ o IR.HTREE ST DATE ENGR. RECORD DRAWING CITY 9s DATE G(14 BENCH MARK: EL = 1077.40 CHISELED BOX IN EASTERLY TOP CURB, TAMARIND AVE.; 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER BASIS OF BEARINGS: THE BEARINGS HEREON ARE BASED ON THE CENTERLINE OF JURUPA AVENUE SHOWN AS NORTH 89°03'21" EAST PER PARCEL MAP NO. FOR THE PURPOSE OF THIS MAP, SAID BEARING HAD BEEN ROTATED CLOCKWISE 0°00'39" TO NORTH 89°04'00" EAST. N) m00 v 0 O 0 0 127.50' Lci ▪ 326 o' C to 00 AL 1.0 50.80 (V -----B" S i2 N00°-56'D0"W FL 297.50' 50.80 FL \ H N 0 92.04 272 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 0 I i4 280 281 10 PEAR ST 11 F U w 0 o W N W SCALE: L=40' 12 UNDERWOOD DR 1F' 22' 10' 22 10 0 271 59! _ (0) 19+19.04 ECR35+66.48 BCR (0 94.00' 10+00.00 MYRTLE LANE =19+71.04 PEAR ST INTERSECTION 282 283 2.54 S 51.85 FL N00 56'0.0 W NO fi --8' S 0 194.00'1..11 Imo, 94.00 20+23.04 BCR 36+70.48 ECR. U Ln 0 0 143 J 2 0 0 N PEAR ST CONSTRUCTION NOTES 10 CONSTRUCT ;4" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 27 & 28) 2O CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 0 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 4O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 CONSULTING A II / DATE: TLE A 2 UNDERWOOD ERW. PLANN NG • DESIGN CONSTRUCTION 27555 YNEZ ROAD, SUITE 400 TEMECULA, CALIFORNIA 92591-4679 NO. 43090 EXP. 3-31-04 Ebb 0 SEE SHEET 24 FOR STORM DRAIN LINE "D" PLAN & PROFILE DR 11+94.00 MYRTLE LANE =36+18.48 UNDERWOOD DR q INTERSECTION RECORD DRAWING ENGINEER (SI NATURE) (DATE) CITY OF FONTANA CALIFORNIA DRAWN BY: ORR CHE eel MAT STREET IMPROVEMENT PLANS FOR TRACT 16074 BARBERRY LN CORAL LN MYRTLE LN AL PTUS CHTREY ST Z "CITREE ST PEAR STREET '0 PEAR REET TO UNDERWOOD DR . ACTING, CITY ENGINEER R.C.E 51152 DA E 0 0 SCALE: AS SHOWN JOB NUMBER 8 1 18' 8r 1L' 0)) Q 1'' 18' 30' 3b' ci 30'� 5Cj 0 . 55 W N m 0 343 + 0 327 N 550.80 I -, FL W o 16+29.57 ECR `n n 15+18.00 BCR , FL j 107.00' 0 + 107.00' © I'W RY LN 5C.65 , 50.9 PIG � P10 _ 50.72 50.93 U n 00 51.16 1 '-� PTUS ST FL FL 2 0 11 N00°56'00"W _ I 12 FL I 1 50.7 9 � 50.93 300.00' � _ I 51.16 PIG FL 8 W o FL .P 5110 00 ! .moi ,,, PI9 107.00'Ash 17+15.57 BCR 11P 107.00' 16+04.00 ECR 50.890 51 . 15 FL of v UL< a J o 303 d 0N Lo CYl 304 0 - J FL EUCALYPTUS ST 40 80 120 GRAPHIC SCALE DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT S REV. 18' 3(?' 12' -4411-1144. 325 13+00.00 BARBERRY LN =15+61.00 BIRCHTREE ST q INTERSECTION 324 CHTREE ST REVISION DESCRIPTION SEE SHEET 24 FOR STORM DRAIN LINE "F" PLAN & PROFILE 330 10 IRC T REE. ST 0 1?' 18'18' 12 30' 3b' m W 00 W �; (oO 10+00.00 CORAL LANE 5 01 =13+67.00 BIRCHTREE ST q INTERSECTION 329 5 13+24.00 ECR co m U 0 0 0 rn 0 11 12 257 256 I I 0 •I 107.00' 60 00 0 SCALE: 1"=40' 258 52.54' w IcTuj W N .3 14+10.00 BCR U 8 323 328 ▪ o IR.HTREE ST DATE ENGR. RECORD DRAWING CITY 9s DATE G(14 BENCH MARK: EL = 1077.40 CHISELED BOX IN EASTERLY TOP CURB, TAMARIND AVE.; 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER BASIS OF BEARINGS: THE BEARINGS HEREON ARE BASED ON THE CENTERLINE OF JURUPA AVENUE SHOWN AS NORTH 89°03'21" EAST PER PARCEL MAP NO. FOR THE PURPOSE OF THIS MAP, SAID BEARING HAD BEEN ROTATED CLOCKWISE 0°00'39" TO NORTH 89°04'00" EAST. N) m00 v 0 O 0 0 127.50' Lci ▪ 326 o' C to 00 AL 1.0 50.80 (V -----B" S i2 N00°-56'D0"W FL 297.50' 50.80 FL \ H N 0 92.04 272 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 0 I i4 280 281 10 PEAR ST 11 F U w 0 o W N W SCALE: L=40' 12 UNDERWOOD DR 1F' 22' 10' 22 10 0 271 59! _ (0) 19+19.04 ECR35+66.48 BCR (0 94.00' 10+00.00 MYRTLE LANE =19+71.04 PEAR ST INTERSECTION 282 283 2.54 S 51.85 FL N00 56'0.0 W NO fi --8' S 0 194.00'1..11 Imo, 94.00 20+23.04 BCR 36+70.48 ECR. U Ln 0 0 143 J 2 0 0 N PEAR ST CONSTRUCTION NOTES 10 CONSTRUCT ;4" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 27 & 28) 2O CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 0 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 4O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 CONSULTING A II / DATE: TLE A 2 UNDERWOOD ERW. PLANN NG • DESIGN CONSTRUCTION 27555 YNEZ ROAD, SUITE 400 TEMECULA, CALIFORNIA 92591-4679 NO. 43090 EXP. 3-31-04 Ebb 0 SEE SHEET 24 FOR STORM DRAIN LINE "D" PLAN & PROFILE DR 11+94.00 MYRTLE LANE =36+18.48 UNDERWOOD DR q INTERSECTION RECORD DRAWING ENGINEER (SI NATURE) (DATE) CITY OF FONTANA CALIFORNIA DRAWN BY: ORR CHE eel MAT STREET IMPROVEMENT PLANS FOR TRACT 16074 BARBERRY LN CORAL LN MYRTLE LN AL PTUS CHTREY ST Z "CITREE ST PEAR STREET '0 PEAR REET TO UNDERWOOD DR . ACTING, CITY ENGINEER R.C.E 51152 DA E 0 0 SCALE: AS SHOWN JOB NUMBER 8