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HomeMy WebLinkAbout1395C-4k LEGEND CHECKED C-[.. I-- ------1 PROPERTY LINE C. B. - v 4'CHA/N LINK FENCE G. C. GRADE CHANGE TOP OF CURB WALL NEW FINISHED SURFACE OR PL A LV W, PROVIDE AND -INSTALL-'NEW REDWOOD HEADER C-4 AT EDGES FINISHED GRADE CONTOUR H t- FOR ELEV. SEE PL AV. AND TREE AREAS. h STANDARD FRAME AND GRATE 2 ALIP,J �A FoUNORY CO. �c (20 X 20'J GALVANIZED AND a. VANDAL PROOF. CITY OF FONTANA. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL D '• NEW CONCRETE CURB C-4 NECESSARY PERMITS. 5114'R E�QN CATCH BAS/N NO SCALE _ hW � FOR ELEV., SEE PLAN Z CEM. CONC. KNERE �+ I T OCCURS, SEE PL AN >---*4 © ,p FINISHED GRADE CEM. CONC. SURFACE-IIII, INC r4 6" ,NQS ' THIS DETAIL A PPL /ES WHERE CONCRETE /S ADJACENT TO GRADED AREAS. WHEN Q /S SHOWN ON PLAN TO BE MORE THAN 2 I THICKENED EDGE DErAIL NO SCA L E 6 WON A.C. SURFACE OR FINISHED GRADE, SEE PLAN AC. PAV. � FLOW LIE ifVN� Q�yvi • .y' . ' ' • �•'�'�' ••' • ;'• ' • ; . , : . : ,f FN GRADE (WHERE v CEM. CO/C. . ; D • • A , a;. . r .•.. �- CEM. cow T OCCURS, SEE PLAN) _ ' ' • :. ; ••; ' •D : • '� •; • ' ' �°• . p' ' • . I -*4 DOWELS, /* -6" 5112 LGiMG 'c� 30'QC. e E.J. 1 •i' .Q,' ••' 6 / It b :P s ''� �• - 2 A - 2'0/2 ,q z CEM. CONC. O A - 2010PROVIDE EXAMS10V ✓0/N T F 50' 0 C. MAX. _ NOTE. E C 4 PROVIDE EXPANSION JOINTS (q) 30'- 0" OC, MAX C-4 II II • V GU i TER CONCRETE CURB W SCAL E . NO SCALE , t 30" I I � � 1 I I �• ' 414r,J3 R I I SLOPE : I � M / LJ/ O T S• I.- TERM/NATE BARS / FROM JOINT. L_ Iv m. EXPANSION JD/NT SNAL L EXTEND THROUGH THE ENr HEIGHT OF WALL. TDP OF WALL ; clEXPOSED FS RF C . 2 " EXPANSION . • JOINT fa LER J • yPLAN J.- PROVIDE EXPANSION 610/NTS AT 50 1 O. C. MAX. EXPANSION JO/NT 97ANDARO FRAME AND GRATE � � .. ....eew ew,.,nnv w_*nin r'7FOR ELEV, SEE PLAN NO SCALE Z ALfrAMBj� c N R Q (20 X 20'J GALVANIZED • AND VANDAL PROOF. ES CT/ON CA TCH 1?A SIN NO SCALE Svc. ' PLASTIC CAP *4 DOWEL FL Ow L INE I DOWEL CAP EXPANSION JOINT F LLER CEM cave I/2'/ THICK (a) 30'- 0 " 0. C. NAI '' REDWOOD S TAKES W1 HR GALVANIZED NAILS -� NORMAL ASPHALTIC CONCRETE PAVEMENT. THICKNESS r N Z'X 4" REDWOOD STAKES 18" LONG '@ 4=O "0. C• MAX. O H E A DE rA IL METAL FRAME AND COVER PLATE ZURN Z-1420-25 OR EAUAL . 14 "S0. 8 // ; - F,MI/SHED SURFACE CEM. CANC. • :4 - :• b c i aEANour w/rm suNKEN HEAD 1 4" C.1. P. smoRr RADIUS'i 118 BEND INVERT EL£K PLUG AS REVD: CLEANOUT DETAIL, NO L 0 LEGEND CHECKED C-[.. ------1 PROPERTY LINE C. B. CATCH BASIN _._-- 85.0—. -, 4'CHA/N LINK FENCE G. C. GRADE CHANGE TOP OF CURB WALL NEW FINISHED SURFACE OR C.F. CURB FACE PROVIDE AND -INSTALL-'NEW REDWOOD HEADER C-4 AT EDGES FINISHED GRADE CONTOUR OF THE ASPHALTIC CONCRETE PAVEMENT WHERE IT ABUT LAWN. TURF t- FOR ELEV. SEE PL AV. AND TREE AREAS. 4. A. C. ASPHALT. CONCRETE D NEW STORM DKAI,N LINE ELEVATION UNLESS OTHERWISE INDICATED ON THE DRAWINGS. A. C. PAVEMENT A1,,L NEW WORK WITHIN THE STREET RIGHT-OF-WAY SHALL BE DONE IN CONSULTING CIVIL ENGINEER 2311'Hypen*on Avenue ., Angeles, California •002 /Tel: (2..73 P.A. I CITY OF FONTANA. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL D '• NEW CONCRETE CURB C-4 NECESSARY PERMITS. 5114'R TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM TOPOGRAPHIC MAP PREPARED BY A. E. MONEY, JR.. 1324 PASS' DETAIL AVENUE, BURBANK, CA. 915.050 PHONE (818) 845 21759 DATED FLOW LINE iipd SHEET NUMBER R E NEW RIDGE (E) • EXISTING G. Com_ GRADE CHANGE LINE L.O.G. . 84.46 NEW FINISHED SURFACE ELEVATION J .E.G.E. JOIN EXISTING GROUND. NOT EXCEED 4 TIMES THE SMALLEST DIMENSION. (A. C. PAVEMENT OR CEM. CONC.) B. THERE SHALL BE A GROUT BED OF AT LEAST 2 -INCHES BENEATH ELEVATION 85.00F•G. NEW FINISHED GRADE ELEVATION ROCKS SHALL BE FILLED WITH GROUT. MAXIMUM SPACING 2 *4 BARS TERMIAMrE BETWEEN ROCKS SHALL BE 2 -INCHES. j C.L.F. FINISHED GRADE 87.0 EXISTING SURFACE OR AT EXPANSION ✓D/NTC PRESENT GRADE ELEVATION '% (7500 TC) TOP OF EXISTING CURB ELEVATION i P '' NOTES FQR WA 82.50/NV• NEW INVERT ELEVATION 85.95 TC. TOP OF NEW CURB ELEVATION � p v ! ;o FOOT/NGS E POUR CURB AROUND -� r, I I I _I 1- WHEN'o"IS LESS THAN of// // 61 b= 6 --�--Q- REMOVE CHAIN LINK FENCE FENCE POS T ? i I 2- WHEN'aIS GREATER NEW CHAIN LINK FENCE I I THAN 6 AND LEES THAN I I �S /2; a- b to "o" ..--�"'' I 3- WHEN GREATER FENCE POST FOOTING- J� SEE SPEC/F/CAT/DNS --� I I l I THAN 12' "b "= 12 I 4 - WHEN'a "+"b" =18 OR I MORE, FORM WITH PLYWOOD SECT/ONaZ FENCE P ST . , t CONCRETE CURB WALL, NO SCA L E ELEV SEE PLAN e _ hW � FOR ELEV., SEE PLAN Z CEM. CONC. KNERE �+ I T OCCURS, SEE PL AN >---*4 © ,p FINISHED GRADE CEM. CONC. SURFACE-IIII, INC r4 6" ,NQS ' THIS DETAIL A PPL /ES WHERE CONCRETE /S ADJACENT TO GRADED AREAS. WHEN Q /S SHOWN ON PLAN TO BE MORE THAN 2 I THICKENED EDGE DErAIL NO SCA L E 6 WON A.C. SURFACE OR FINISHED GRADE, SEE PLAN AC. PAV. � FLOW LIE ifVN� Q�yvi • .y' . ' ' • �•'�'�' ••' • ;'• ' • ; . , : . : ,f FN GRADE (WHERE v CEM. CO/C. . ; D • • A , a;. . r .•.. �- CEM. cow T OCCURS, SEE PLAN) _ ' ' • :. ; ••; ' •D : • '� •; • ' ' �°• . p' ' • . I -*4 DOWELS, /* -6" 5112 LGiMG 'c� 30'QC. e E.J. 1 •i' .Q,' ••' 6 / It b :P s ''� �• - 2 A - 2'0/2 ,q z CEM. CONC. O A - 2010PROVIDE EXAMS10V ✓0/N T F 50' 0 C. MAX. _ NOTE. E C 4 PROVIDE EXPANSION JOINTS (q) 30'- 0" OC, MAX C-4 II II • V GU i TER CONCRETE CURB W SCAL E . NO SCALE , t 30" I I � � 1 I I �• ' 414r,J3 R I I SLOPE : I � M / LJ/ O T S• I.- TERM/NATE BARS / FROM JOINT. L_ Iv m. EXPANSION JD/NT SNAL L EXTEND THROUGH THE ENr HEIGHT OF WALL. TDP OF WALL ; clEXPOSED FS RF C . 2 " EXPANSION . • JOINT fa LER J • yPLAN J.- PROVIDE EXPANSION 610/NTS AT 50 1 O. C. MAX. EXPANSION JO/NT 97ANDARO FRAME AND GRATE � � .. ....eew ew,.,nnv w_*nin r'7FOR ELEV, SEE PLAN NO SCALE Z ALfrAMBj� c N R Q (20 X 20'J GALVANIZED • AND VANDAL PROOF. ES CT/ON CA TCH 1?A SIN NO SCALE Svc. ' PLASTIC CAP *4 DOWEL FL Ow L INE I DOWEL CAP EXPANSION JOINT F LLER CEM cave I/2'/ THICK (a) 30'- 0 " 0. C. NAI '' REDWOOD S TAKES W1 HR GALVANIZED NAILS -� NORMAL ASPHALTIC CONCRETE PAVEMENT. THICKNESS r N Z'X 4" REDWOOD STAKES 18" LONG '@ 4=O "0. C• MAX. O H E A DE rA IL METAL FRAME AND COVER PLATE ZURN Z-1420-25 OR EAUAL . 14 "S0. 8 // ; - F,MI/SHED SURFACE CEM. CANC. • :4 - :• b c i aEANour w/rm suNKEN HEAD 1 4" C.1. P. smoRr RADIUS'i 118 BEND INVERT EL£K PLUG AS REVD: CLEANOUT DETAIL, NO L 0 1i LEGEND CHECKED C-[.. ------1 PROPERTY LINE C. B. CATCH BASIN _._-- 85.0—. -, i PRESENT GRADE CONTOUR G. C. GRADE CHANGE 85.001 __ NEW FINISHED SURFACE OR C.F. CURB FACE PROVIDE AND -INSTALL-'NEW REDWOOD HEADER C-4 AT EDGES FINISHED GRADE CONTOUR OF THE ASPHALTIC CONCRETE PAVEMENT WHERE IT ABUT LAWN. TURF CAMPU*S AND TREE AREAS. 4. A. C. ASPHALT. CONCRETE D NEW STORM DKAI,N LINE ELEVATION UNLESS OTHERWISE INDICATED ON THE DRAWINGS. S. A1,,L NEW WORK WITHIN THE STREET RIGHT-OF-WAY SHALL BE DONE IN CONSULTING CIVIL ENGINEER 2311'Hypen*on Avenue ., Angeles, California •002 /Tel: (2..73 P.A. PLANTING AREA CITY OF FONTANA. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL D '• NEW CONCRETE CURB C-4 NECESSARY PERMITS. 6. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM TOPOGRAPHIC MAP PREPARED BY A. E. MONEY, JR.. 1324 PASS' DETAIL AVENUE, BURBANK, CA. 915.050 PHONE (818) 845 21759 DATED FLOW LINE LF SHEET NUMBER R E NEW RIDGE (E) • EXISTING G. Com_ GRADE CHANGE LINE L.O.G. LIMIT OF GRADING 84.46 NEW FINISHED SURFACE ELEVATION J .E.G.E. JOIN EXISTING GROUND. NOT EXCEED 4 TIMES THE SMALLEST DIMENSION. (A. C. PAVEMENT OR CEM. CONC.) B. THERE SHALL BE A GROUT BED OF AT LEAST 2 -INCHES BENEATH ELEVATION 85.00F•G. NEW FINISHED GRADE ELEVATION ROCKS SHALL BE FILLED WITH GROUT. MAXIMUM SPACING BETWEEN ROCKS SHALL BE 2 -INCHES. j C.L.F. CHAIN LINK FENCE 87.0 EXISTING SURFACE OR PRESENT GRADE ELEVATION (7500 TC) TOP OF EXISTING CURB ELEVATION 83.50 TCB. TOP OF NEW CATCH BASIN ELEV. t 1 82.50/NV• NEW INVERT ELEVATION 85.95 TC. TOP OF NEW CURB ELEVATION 8/.DOT.W. TOP OF NEW WALL ELEVATION (74.33F•L .) EXISTING FLOW LINE ELEVATION --�--Q- REMOVE CHAIN LINK FENCE 80.25 SC. NEW SCUPER ELEVATION —xx xx-- NEW CHAIN LINK FENCE 1i f Cl TY OF FON TA NA., CA LIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STREET /MPAMEMENT PLAN SCALE l I 40'- HORIZ• J.M.T. G. WESTSIDE LOCUST AVE l 4' - VERT. DESIGNED BYFROM F85.O5`- S/D BASEL/NE AVE E DATE J . C . TO 1345.05' SIO BASELINE AVE 1-27-87 CHECKED Q Y A PROVED BY DWG- N.? SHEET ' E.I.C. _ CITY ENG/NEER RCE. 18932 DATE �< ; ��d X3954,` _ FASTRACK ELEM., GENERAL NOTES CHECKED C-[.. 1. VERIFY. ALL DIMENSIONS AND EXISTING ELEVATIONS AT THE JOB k SITE, JOB NO. 2. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL•FINISHED ELEVATIONS INDICATED ON PLAN EXCEPT WHERE RIDGES, FLOW LINES OR GRADE :::.::9 CHANGES ARE IN BETWEEN. 3. PROVIDE AND -INSTALL-'NEW REDWOOD HEADER C-4 AT EDGES LOCUST OF THE ASPHALTIC CONCRETE PAVEMENT WHERE IT ABUT LAWN. TURF CAMPU*S AND TREE AREAS. 4. FINISHED GRADES IN LAWN, PLANTER AND TREE AREAS ADJACENT TO A.C. OR CEMENT CONCRETE PAVEMENT SHALL BE 1" BELOW PAVEMENT ;SCHOOL ELEVATION UNLESS OTHERWISE INDICATED ON THE DRAWINGS. S. A1,,L NEW WORK WITHIN THE STREET RIGHT-OF-WAY SHALL BE DONE IN CONSULTING CIVIL ENGINEER 2311'Hypen*on Avenue ., Angeles, California •002 /Tel: (2..73 ACCORDANCE WITH THE STANDARD PLANS AND SPECIFICATIONS OF D: CITY OF FONTANA. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS. 6. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM TOPOGRAPHIC MAP PREPARED BY A. E. MONEY, JR.. 1324 PASS' AVENUE, BURBANK, CA. 915.050 PHONE (818) 845 21759 DATED NOVEMBER 1986.'' 7. RIP -RAP NOTES: A. ROCK FOR GROUTED RIP RAP SHALL BE GOOD QUALITY BROKEN CONCRETE AND/OR RIVER RUN ROCK. THE SMALLEST DIMENSION SHALL fX C E E D — 3— INCHES AND THE LARGEST DIMENSION SHALL NOT EXCEED -18 INCHES. THE LARGEST DIMENSION SHALL / �';► ,t W - NOT EXCEED 4 TIMES THE SMALLEST DIMENSION. B. THERE SHALL BE A GROUT BED OF AT LEAST 2 -INCHES BENEATH THE FIRST LAYER OF ROCK. ALL THE VOIDS 'BETWEEN THE ROCKS SHALL BE FILLED WITH GROUT. MAXIMUM SPACING BETWEEN ROCKS SHALL BE 2 -INCHES. co SURFACE ROCKS SHALL BE EMBEDDED FROM i/2 TO 2/3 THEIR MAXIMUM DIMENSION. f Cl TY OF FON TA NA., CA LIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STREET /MPAMEMENT PLAN SCALE l I 40'- HORIZ• J.M.T. G. WESTSIDE LOCUST AVE l 4' - VERT. DESIGNED BYFROM F85.O5`- S/D BASEL/NE AVE E DATE J . C . TO 1345.05' SIO BASELINE AVE 1-27-87 CHECKED Q Y A PROVED BY DWG- N.? SHEET ' E.I.C. _ CITY ENG/NEER RCE. 18932 DATE �< ; ��d X3954,` _ FASTRACK ELEM., SCHOOL CHECKED C-[.. ::::::M:::: SCALE ✓A r_. 14!-; S JOB NO. :::.::9 LOCUST AVENUE CAMPU*S sI 111H 11101 . MEMO�0i 'FONTANA UNIFIED ;SCHOOL :::.,t :.::::::::::. B L. ENGINEERING, INC. CONSULTING CIVIL ENGINEER 2311'Hypen*on Avenue ., Angeles, California •002 /Tel: (2..73 D: APPROVF STATF 1987 APPRO Tao. a APPRQED JU f� t `.• •{fit` NO DATE BY REMARKS DRAWN Z_ Y. �• CHECKED C-[.. DATE SCALE ✓A r_. 14!-; S JOB NO. S JOB NO.