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HomeMy WebLinkAbout2777-2SCAL�-�v CONSTRUCTION NOTE5s U W GALVANIZED STEEL ANGLE J SIZE AR SP (D CONSTRUCT 4 1/2' AC PAVEMENT CMIN) OVER 12' COMPACTED NATIVE MATERIAL r`j m � p 03 7' W1 3' CSEE GENERAL NOTE 30 + 31) c9 0 a0 .24 . 1low - SIERRA LAKES 21/2'x2'x3/8' CONSTRUCT G' CURB ♦ GUTTER PER CITY STD. DWG. NO. 101 $3 r 2'-6' 3' 21/2'x2'x3/8' 0 CONSTRUCT PARKWAY DRAIN PER A.P.W.A. STD. PLAN 151-0. MET TYPE 2. 5=6.00' r Y-0' 3' 21/2'x2'x3/8' 3 ® 8700 L 0V"t - 3' 2 1/2'x2'x3/8' 3 •3 Q INSTALL 2- x 6' REDWOOD HEADER 1/2'x2'x3/8' 3 PRO 05ED TOP OF © INSTALL BARRICADE PER CITY STD. DWG. NO. 118 31/2%3%1/20 ' •3 6 II 5'-0' (D INSTALL STREET LIGHT C5CE #15) 16.000 LUMEN 3 1#3 5' 5'-6' 4' ® ADJUST MAWOLE OR VALVE COVER TO GRADE 193 W Y C!" 3 I/ :3'x1/ 3 PLANS PREPARED FOR REV. 1/2' DELTA/BEARING RADIUS LEN./DIST. TANGENT A 10.21'24" 450.00 81.34 40.78 Qe 10` 21 ' 24' 430.00 77.73 38.97 KAUFMAN BROAD ATTN: MR. GLEN CROSIM Q =77.7 470.00 84.96 42.59 6 801 CORPORATE CENTER DRMSUITE Q 89026'220 •y + !o 29.71 201 E 90@33-38- 25.00 39.51 25.25 POMONA, CA. 91763-2841 0 +05 �� '-10094 FAX: (909) 802-1111 1607 �. 0 W � 00 In O p ' O.C. a[� • ao 0 �� 8000 O ` PVI = 1G10.54 160 3 -� '. +0 0� 0.8�00T. PR 05Ei3 F#45t1ED000" 0 L CLv N ' 0 W do 11914 L�81.34' , N > TS N �+C.C. + O r O 04 O + �O � � 4.4 vw• o p 9 + • O � In^ + � X60 .,e•, +0 0 Inv-. z 00 0 41f PVt 1610.53 160 t N +0 h � 0.87E PR OSED TOP OF E Y CURBin - - .-�•�� W 40 ffi © m p � 0 ,0 - 16070e) o o cr � go noT-: o� It V-4 o a � A C910 r) cei + co 3 L L=46.83' PVI = IG1034 1603 -wpm N � �b007. Q� �. h PROFILE HORIZ 1" 40' VERT 1"= 4• 47+00 48+00 49+00 50+00 51+00 PLAN 1 "= 40' SCAL�-�v CONSTRUCTION NOTE5s REVISION DESCRIPTION CLLMOUSE DRIVE SEE DWG. NO. 2684 StiT_ NO. 8 'OF 13 DATE I ENGR.I CITY I DATE C? z z -/W::,4 LaL V U W GALVANIZED STEEL ANGLE J SIZE AR SP (D CONSTRUCT 4 1/2' AC PAVEMENT CMIN) OVER 12' COMPACTED NATIVE MATERIAL r`j m � p 03 7' W1 3' CSEE GENERAL NOTE 30 + 31) c9 0 a0 r 24-13- SIERRA LAKES 21/2'x2'x3/8' CONSTRUCT G' CURB ♦ GUTTER PER CITY STD. DWG. NO. 101 $3 r 2'-6' 3' 21/2'x2'x3/8' 0 CONSTRUCT PARKWAY DRAIN PER A.P.W.A. STD. PLAN 151-0. MET TYPE 2. 5=6.00' r Y-0' 3' 21/2'x2'x3/8' 3 ® CONSTRUCT 4' CONCRETE 51DEWALK PER CITY 5TD. DWG. NO. 105A. W=PER PLAN Y -6' 3' 2 1/2'x2'x3/8' 3 •3 Q INSTALL 2- x 6' REDWOOD HEADER 1/2'x2'x3/8' 3 s3 5' © INSTALL BARRICADE PER CITY STD. DWG. NO. 118 31/2%3%1/20 3 •3 6 II 5'-0' (D INSTALL STREET LIGHT C5CE #15) 16.000 LUMEN 3 1#3 5' 5'-6' 4' ® ADJUST MAWOLE OR VALVE COVER TO GRADE 193 4' DATA 3 I/ :3'x1/ 3 PLANS PREPARED FOR REV. 1/2' DELTA/BEARING RADIUS LEN./DIST. TANGENT A 10.21'24" 450.00 81.34 40.78 Qe 10` 21 ' 24' 430.00 77.73 38.97 KAUFMAN BROAD ATTN: MR. GLEN CROSIM Q 10021'240 470.00 84.96 42.59 801 CORPORATE CENTER DRMSUITE Q 89026'220 30.00 46.83 29.71 201 E 90@33-38- 25.00 39.51 25.25 POMONA, CA. 91763-2841 PHONE: (909) 802-1100 FAX: (909) 802-1111 REVISION DESCRIPTION CLLMOUSE DRIVE SEE DWG. NO. 2684 StiT_ NO. 8 'OF 13 DATE I ENGR.I CITY I DATE C? z z -/W::,4 LaL V p4. MEDINAH STREET 3T GLUBFtOUSE ORNE SEE DWG. NO. 2684 SHT. NO. 13 Of 13 STRIPING + SIGNING NOTES; 1. ALL WORK. MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD 5PECIFIGATION5 OF THE STATE OF CALIF00U DATED JULY 1992 CNON METRIC EDiTION3. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING OWNSIONS SMALL CONFORM TO CALTRANS STANDARD PLAN5.LATE5T NON -METRIC EDITION. 3. PAVEMENT MAR"4GS SMALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE APPLIED PER SECTION 84 OF THE CALTRANS STANDARDS. ALL STRIPING SHALL WXUDE RAISED PAVEMENT MARKINGS PER GALTRANS STANDARDS. S. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. G. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST. UNLESS OTHERWISE SHOWN. PER CITY STANDARD DETAIL 139. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES. TRAFFIC SIGNS OR OTHER TRAFFIC CONTROLS AT ALL TIMES. B. CONTROL POINTS OR 'GAT-TRACKiMIG' SMALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPING APPLICATION. 0' MINK CortR AT arF INLET INLET RECTANGULAR TOP OF FRAME TYPE 2 TYPE I FRAME AND PAPE PER COVER PER IMPROVEMENT STD. PLAN OR GRADING SEE NOTE d 152 PLAN 24* SECTION ' I •. A I R/W I INLET TYPE 2 -�-'- I II OTE e Io• i 1 Sis•� I v I I 6•MIN. e i e SECTION DETAIL OF ANCHOR i I INLET TYPE I I I -1-+ --- CUM FACE CUM FACE FL III ----- -ANCHOR j II FL -- POINT M POINT N POINT P POINT 0 A PLAN IO' s ro• TC GRADE LINE AS S/2 SHOWN ON PROFILE TOP Of CUM Ta os wM -- L - FL --- --POINT P POINT 0 POINT M POINT N PROFILE S U W GALVANIZED STEEL ANGLE J SIZE AR SP 12' 3' r`j m � p 03 7' W1 3' 21/2'x2'x3/8' c9 0 a0 r 24-13- SIERRA LAKES 21/2'x2'x3/8' 2 $3 p4. MEDINAH STREET 3T GLUBFtOUSE ORNE SEE DWG. NO. 2684 SHT. NO. 13 Of 13 STRIPING + SIGNING NOTES; 1. ALL WORK. MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD 5PECIFIGATION5 OF THE STATE OF CALIF00U DATED JULY 1992 CNON METRIC EDiTION3. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING OWNSIONS SMALL CONFORM TO CALTRANS STANDARD PLAN5.LATE5T NON -METRIC EDITION. 3. PAVEMENT MAR"4GS SMALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE APPLIED PER SECTION 84 OF THE CALTRANS STANDARDS. ALL STRIPING SHALL WXUDE RAISED PAVEMENT MARKINGS PER GALTRANS STANDARDS. S. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. G. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST. UNLESS OTHERWISE SHOWN. PER CITY STANDARD DETAIL 139. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES. TRAFFIC SIGNS OR OTHER TRAFFIC CONTROLS AT ALL TIMES. B. CONTROL POINTS OR 'GAT-TRACKiMIG' SMALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPING APPLICATION. 0' MINK CortR AT arF INLET INLET RECTANGULAR TOP OF FRAME TYPE 2 TYPE I FRAME AND PAPE PER COVER PER IMPROVEMENT STD. PLAN OR GRADING SEE NOTE d 152 PLAN 24* SECTION ' I •. A I R/W I INLET TYPE 2 -�-'- I II OTE e Io• i 1 Sis•� I v I I 6•MIN. e i e SECTION DETAIL OF ANCHOR i I INLET TYPE I I I -1-+ --- CUM FACE CUM FACE FL III ----- -ANCHOR j II FL -- POINT M POINT N POINT P POINT 0 A PLAN IO' s ro• TC GRADE LINE AS S/2 SHOWN ON PROFILE TOP Of CUM Ta os wM -- L - FL --- --POINT P POINT 0 POINT M POINT N PROFILE S w�o�Ion� W m Al whom GALVANIZED STEEL ANGLE J SIZE AR SP 12' 3' 21/2'x2'x3/8' 2 03 7' W1 3' 21/2'x2'x3/8' 2 #3 r 24-13- SIERRA LAKES 21/2'x2'x3/8' 2 $3 r 2'-6' 3' 21/2'x2'x3/8' 2 63 r Y-0' 3' 21/2'x2'x3/8' 3 •3 r Y -6' 3' 2 1/2'x2'x3/8' 3 •3 6' 4--013' 1/2'x2'x3/8' 3 s3 5' 4'-6' 4' 31/2%3%1/20 3 •3 6 II 5'-0' 4' 31/2'x3'xl/2* 3 1#3 5' 5'-6' 4' 3 I/2'x3'xl/2' 1 3 193 4' 3 I/ :3'x1/ 3 113 13 1/2' 0 N CONSTRUCTI M NOTES• 2� APPLY 4' SOLID YELLOW STRIPE. 2� APPLY 12' SOLO WHITE STOP BAR. 20 APPLY 4' DASHED YELLOW STRrE PER CALTRANS DETAIL 2. 2© APTLY DIRECTIONAL ARROWS ♦ PAVEMENT MARKINGS AS SHOWN ON PLAN. 2® INSTALL SIGN ON POST AS NOTED ON PLAN. GALVANIZED STEEL SIFINISH ISH DEWALK ANGLE cc 3 BATTER 3:12 SEE NOTE 1 cr. e• s• GUTTER To MATCH SECTION A - A EXISTIO s• S s• •X • Or MAR. - J BARS Z ' NOTES 1. FLOOR OF BOX TO BE TROWELED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W. INLET TYPE I BEGINS AT THE TOE RATHER THAN THE R/W LINE. 3. FOR OPEN DITCH (TYPE 2). THE 2' EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 2' OR MORE FROM THE R/W LINE: HOWEVER. PIPE SHALL EXTEND TO R/W LINE IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 6 2) TO BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 5/8'x6 3/8' WITH to HEADS ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND 0, 8+5' AT POINT N AND P. T. THE 3' LEG OF THE SAM 5/809 ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. S. SLOPE x 1/40 PER FOOT. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER w�o�Ion� W m Al whom PARKWAY sTArlaiui0 mm JW C001IIIIIIIIIIATM oomlI DRAIN, 151-0 CITY OF FONTANA, CALIFORNIA !tom tm 2 , AND THE �. STREET SWUM CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DIUGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PUNS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. BENCH MARK: # 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CEDROS AVE.. IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITIRUG AVE. ELEVATION: 1467.59 BASIS OF BEARINGS: THE BEARING OF N89.30'06' ALONG THE NO. LINE OF SEC. 30, T. IN.. R. 5M.. S.B.M. PER R. S. 58/5, WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. 1 Pr*" d Under Th. Supervision 0f: CITY OF FONTANA, CALIFORNIA ETA°PRlEPAR�F , AND THE �. STREET IMPROVEMENT PLAN QuoPA°f o OF THE INLAND EMPIRE �►NIN BY: SIERRA LAKES SCALE: -� No. 14814 m 9 10601 CHURCH STREET, STE. 107 MED I NAH STREET AS SHOWN Exp: 3-31-01 * � RANCHO CUCAMONGA, CA. 91730 PHONE (9{}B) 948-1311 DECO rif: STREET IWROVEMENT PLANS • DATE. STRIPING PLAN SIV ►. 1 Date: • L-4-00 CHECKED BY: APPROVED M0. CA . MADOLE R.C.E.14314 EXP.3-31-01• ��e� 826-1 163 n• 2777 2 CITY ENGINEER R.C.E. 25126 DATE *P* MEDINAH ST. P & P. STA. 47+50-51+68 - 2110. 2311 PF: 1154 748 03 -Feb -00 03: 11 PM / 826-1154-1 DMO. DATE: