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HomeMy WebLinkAbout5724-2BANANA AVE q EXIST W' LY R/W 44' 44' FLY, R/W 12' 32' 32' 12' 0.5' _ 1 5' 6.5 22' 10' i i PARKWAY VARIES VARIES G&OAPN'm 023f)"481-28 1 SEE ON-SITE IMPROVEMENTS PER 11.7 TO 0 10.3 TO 22 PRECISE GRADING, STORM DRAIN & 1 6 3 4 C-) 2 I �� UTILITY PLANS (BPC17-000184) 1 101 1� VARIES _ ( 3.8%-2.8% �� EXISTING SURFACE fT-__ EXISTING GRADE BANANA AVE STA 6+58.02 TO 6+80.47 CITY OF FONTANA STD. 400 TI=9 (COLLECTOR INDUSTRIAL) N.T.S. BANANA AVE � EXIST W' LY R/W 44' 44' FLY R/W 12 32 32' 12' 0.5 -i 5 6.5 22 BANANA AVE 10' W' LY R/W 7° 244 1;. 8 i 0236-081;.28 FLY R/W PARKWAY 7° 244 G&0 7° 244 j SEE ON-SITE IMPROVEMENTS PER" 16' 32' 12' 5° 180 '� 6.5' 6, 10, 5' 184 66° 16 PRECISE GRADING, STORM DRAIN & 1 6 14 72' 1800 3-1 2' 124 2 1EXIS1ING UTILITY PLANS (BPC17-000184) I 3 1 �Cn I GRADE �.7777. -_ o1 . 1 (cn 2 EXISTING SURFACE 2.8% (2.7%)-- 1 . J MI EXISTING SURFACE C -D EXISTING GRADE J Q F -- w 0 z 0 U w Cn i N 0 Cn v �I 00 N 0 N 0 C) E a 4- Cn I­' I- �n w -- n) C Q) w Ln 0 0 C_ 0 1-1- Q) a) Q c - C) C 0 m I C° Underground Service Alert 0 N CaII:TOII FREE C° 1-800 0 227-2600 N L TWO WORKING DAYS BEFORE YOU DIG i BANANA AVE STA 6+80.47 TO 10+98.08 CITY OF FONTANA STD. 400 TI=9 (COLLECTOR INDUSTRIAL) N.T.S. EXIST BANANA AVE EXIST W'LY R/W 30' 44 FLY R/W 1 �� TRANSITION 32' 12' i VARIES 9.5 TO 16'10' i 1 VARIES 0.5' TO 14' 19.5' TO 6' G&O VARIES � 0.5 -6.5 OVARIES 4 (Q 2 I �P�G�� 1 11%_%52 8% (c" ��\ EXISTING SURFACE 1 _�--- --- - _ - - - �`� LEXISTING PROPOSED BANANA AVE GRADE GRADE STA 10+98.08 ' TO 12+34.41 CITY OF FONTANA STD. 400 TI=9 (COLLECTOR INDUSTRIAL) N.T.S. EXIST J BAR �. SPACING BANANA AVE EXIST W' LY R/W 7° 244 q FLY R/W 30' 754 7° 244 30' 44' 7° 244 1 14' 0 16' 32' 12' 5° 180 1 6.5' 6, 10, 5' 184 66° 16 �- G&O = 4 14 72' 1800 3-1 2' 124 o C> 1EXIS1ING \ \�.. , I GRADE �.7777. -_ o1 . 1 (cn 2 EXISTING SURFACE 2.8% (2.7%)-- 1 . J MI --fT C -D \ PROPOSED ..\. -3 GRADE BANANA AVE STA 12+34.41 TO 12+59.71 \ t CITY OF FONTANA STD. 400 C) 4' D/ TI=9 (COLLECTOR INDUSTRIAL) © N.T.S. � g BENCHMARK DESIGNATION: OF 630 a/4 PID: EV9265 F-�' N \ ELEVATION: 1048.53' (NAVD 88) , LOCATION: 300 FT. SOUTH FROM THE INTERSECTION OF SLOVER AVE C N 00 AND POPLAR AVE 33 FT. WEST OF POPLAR AVE AT LIGHT STANDARD FOOTING NUMBER 4237246E A STANDARD MWDSC 3-1/4 IN. ALUMINUM \ \ \: ;\ \ DISK SET FLUSH IN FOOTING 1.5 FT. WEST OF CURB FACE 00 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE E E a o E HINGE COVER AT 24" INLET INLET RECTANGULAR TOP OF FRAME FRAMEAND (600 mm) TYP E COVER PER TYPE 1 COVER SPPWC 152 PIPE PER .-� SEE NOTE 8 1-11 PIANS v E 24° ;4, E A. 44•Y (Cly f® < SECTION A R/W INLET TYPE 2 f SEE NOTE $ 10" r; Y BAR �- (250 5/a t ,� . , 2rs fA J v � •s • (16 mm) , (150 mm) SECTION _ 1/4' mtn CURB FACE FL POINT M POINT N INLET TYPE 3" 75 mrn) CURB FACE ANCHOR FIL POINT P POINT Q PLAN 10' (3000 mm) S 10' (3000 mm) TC GRADE LINE AS S/2 TOP Of CURB ON PROFILE TOP OF CURB FL POINT P POINT Q -POINT M POINT N PROFILE ANGLE STEEL SIDEWALK LE FINISH S, INCHES mm J BAR �. SPACING 12° 300 7' 244 _W_(450) 7° 244 24' 600 7' 244 30' 754 7° 244 36' 900 7° 244 42' 1050 6' 210 48' 1204 5° 180 54' 1350 6-1 ° 225 64' 1500 5' 184 66° 16 ' 180 14 72' 1800 3-1 2' 124 FOR S = 30° (750 mm) AND LESS, USE 2 4• ANCHORS. OTHERIMSE, USE 3 AN S.1 (100 mm) BATTM 3.12 ,,,-SEE NOTE B C� FOR S = 48' (1200 mm) AND LESS, (Its ) : ;s•,� u' ; :.{ ' B=3'(75 mm) s' USE 2-1 f2"x2"x3%8' (64514.5) 240 mm 150 mm) GALVANIZED STEEL ANGLE. ©� OTHERIMSE, a= 4' (100 mm).USE 3-1/2"x3'x1/2" E; I TO SECTION A --- A � (89x76x12.7) GALVANIZED STEEL ANGLE. -"%r �r 01111 E S 6' �� J BARS ARE #3 (#10M). finhm N 1 m >4 A RS E E t� OR ocrNT'Ir-%nI In M STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATIM BY 1HE PUBLC WORKS STANDARDS INC. C,'RE�NBOO!( cOMMITTEE 1993 REV. 199$0 2009 PARKWAY DRAIN STANDARD PLAN 151-2 �� .� SHEET 1 OF 2 USE WITH STANDAR5 SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION NOTES 1. FLOOR OF BOX SHALL BE TROWELED SMOOTH, 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. 3. FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm) OR MORE FROM THE R/W LINE; HOWEVER, THE ;PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 5/8" x 6-3/8" WITH A 1" HEAD (16 x 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 5" (125 mm) AT POINT N AND P. 7. THE 3" (75 mm) LEG OF THE 5/8" (16 mm) DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE = 2.0%. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PLANS PREPARED BY: PARKWAY DRAIN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. QROFESS/p ���`�'�T'c<<F ,� No.62794 � Exp. 9/30/2018 cw Q- TF OF CALF SHEET 2 OF 2 VARIES 11.7'TO0' CONSTRUCTION NOTES U CONS I RUC I MIN 5.5"" AC PAVEMENT OVER 12'" MIN. OF 95% COMPACTED NATIVE SOIL. QCOLD PLANE EXISTING AC (0.17') AND OVERLAY WITH ASPHALT CONCRETE. LJ CONSTRUCT 8" CURB & 1.5' GUTTER PER CITY OF FONTANA STD PLAN NO. 1000 CONSTRUCT 8" ASPHALT CONCRETE DIKE PER CITY OF FONTANA STD PLAN NO. 1007 �yJ CONSTRUCT DRIVEWAY APPROACH W/ PARKWAY & SIDEWALK (W=PER PLAN) PER CITY OF FONTANA STD PLAN NO. 1002. SEE DRIVEWAY APPROACH DETAILS HEREON. CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD PLAN NO. 1006. DETAIL 1 CONSTRUCT PARKWAY DRAIN (S=6'; ANGLE = N74° 41' 04.79"W') PER SPPWC STD PLAN ACBERM WITH SAND BASE � NO 151-2 INLET TYPE 2 HEREON -- t 8 J SAW CUT EXISTING AC PAVING N.T.S. 972.01 FS v C) Dig L0 N/ 4 + N 'q4- 0) n U ..0)nU1 ��� O"CF ' Y DETAIL A DRIVEWAY APPROACH #1 owr � srn e+rasa SCALE: i ia' DETAIL i i DRIVEWAY APPROACH #,�i DWY � STA 10+26.59 SCALE: 1 " = 10' V) PLANS PREPARED BY: vZ114 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. QROFESS/p ���`�'�T'c<<F ,� No.62794 � Exp. 9/30/2018 cw Q- TF OF CALF WeStLAND TGroup, I('jC� Land Surveyors • Civi1 Engineers • c1SDRAWN 4150 CONCOURS, ONTARIO, CA 91764 JOB N0: 2016-281 PHONE: (909) 989-9789 FAX: (909) 989-9660 � f��Cr BY:HEREON WLG DESIGNED BY: WLG CHECKED BY: ATURE: R.C.E. N0. DATE �Gz=� �r � a"cF o C> M \ \�.. , E \ 1 `\�..� \ 27FS t1431TC` A n 974y065 J MI C -D \ ..\. -3 C) \ t `t m C) 4' D/ © � g a/4 + F-�' N \ , r.- C N 00 00 - Li O O \�. \ \ \: ;\ \ 00 0"CF e�- . 0 CF 971.35FS ;�; Q 971.90FS �� 0 C71. w 971.25FS , :0 I N 87F 9FS -� o�-eF = - 979:a9Fs 971.::0 TC � .� � o fl ,,a - e ,O"CF n 0 , 1 8 6 •971:941 TC ' 90.77FS 3 a ,:FL 971 a 66 v C) Dig L0 N/ 4 + N 'q4- 0) n U ..0)nU1 ��� O"CF ' Y DETAIL A DRIVEWAY APPROACH #1 owr � srn e+rasa SCALE: i ia' DETAIL i i DRIVEWAY APPROACH #,�i DWY � STA 10+26.59 SCALE: 1 " = 10' , d- CF) V) PLANS PREPARED BY: vZ114 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. QROFESS/p ���`�'�T'c<<F ,� No.62794 � Exp. 9/30/2018 cw Q- TF OF CALF WeStLAND TGroup, I('jC� Land Surveyors • Civi1 Engineers • c1SDRAWN 4150 CONCOURS, ONTARIO, CA 91764 JOB N0: 2016-281 PHONE: (909) 989-9789 FAX: (909) 989-9660 � f��Cr BY:HEREON WLG DESIGNED BY: WLG CHECKED BY: ATURE: R.C.E. N0. DATE �Gz=� , d- CF) V) �� vZ114 rz, oM o � f��Cr �Gz=� �r � a"cF o C> 974.28FS , �3F :: 1 27FS t1431TC` A n 974y065 *STREET LIGHTS PER SEPARATE PLAN & PERMIT *STRIPING & SIGNING PLAN PER STRIPING & SIGNING IMPROVEMENT PLAN CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN SCALE: BANANA AVE NORTH OF SANTA ANA AVE 1 " = 10' SECTIONS & DETAILS DATE: 06/03/2018 A RO D BY: - DRAWING NO: 2 DATE: -7-- elt • 1.4 5724 CITY ENGINEER R.C.E. 51152 6 06/03/2018 G-..1rc11C1 A Nl)1.35 Z.1_:-� LO 6 9L\bw lui 1�V1 S »0\ 1 4.,\b iA'u3 So\ 1 ��N vH"I - o� � 'i uounF I.Nv55'4 (.COS Ol,\ti�OT, icr I I �� "Nm INWNAOA lJNN! r� I � Sk I m�� P zr + U � � ml`' � Z m O xn CI �� i rb'vo W J d U ti'S _ ; W Q Q Q �-. 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