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HomeMy WebLinkAbout1401-D GENERAL NOTES • 17 -- AC,,,,, 7 I. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO NIC7,_ . - 13750,' THESE PLANS, TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORK DEPARTMENT, CITY OF FONTANA, NTER ' � R � � � �' "STANDARD SPECIFICATION FOR PUBLIC WORK CONSTRUCTION. 1988 EDITION", SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT REQUIREMENTS AND CALTRANS SPECIFICATIONS. 2. EXCAVATION AND CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC - WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ASIN 3. THE CONTRACTOR SHALL OBTAZ;4 A PERMIT FROM THE SAN BERNARDINO COUNTY ROAD '; DEPARTMENT FOR WORK WITHIN THE COUNTY RIGHT-OF-WAY. 4 . THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE SAN BERNARDINO COUNTY FLOOD f e CONTROL DISTRICT FOR WORK WITHIN THEIR EASEMENTS. -I 5. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE IV' INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO -I -� DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING AW " D C � '! ANN i UTILITIES AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OF DAMAGE 0 _ THERETO. CONTRACTOR SHA?,L CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY CALIFORNIA : � LOCATION BEFORE EXCAVATION 1-800-422-4133. 6. REPRODUCIBLE RECORD DRAWINGS 3 MIL THICK SHALL L BE PROVIDED BY THE FONTANA, 1CONTRACTOR TO THE CITY OF FONTANA AND S.B. COUNTY FLOOD CONTROL DISTRICT. I TABLE O F HYDRAULIC ELEMENTS 7. ALL EARTHWORK SHALL BE IN ACCORDANCE WITH SECTION 19 OF THE CITY OF C O U N T Y OF S BERNARDINO � FONTANA STANDARD SPECIFICATION, CALTRANS STANDARD SPECIFICATIONS", O "STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION" 1988 EDITION AND SOILS ENGINEERING NOTES ON SHT. 15. PROJECT N 364001 WATER SURFACE ULTIMATE g, THE PERMITTEE SHALL NOTIFY THE ENGINEERING DEPARTMENT, AND THE BUILDING SUi{I/r//T �Y, ELEVATION CHANNEL DEPARTMENT WHEN THE GRADING OPERATION IS READY FOR ROUGH GRADE INSPECTION STATION INTERIM ULTIMATE VELOCITY WHEN ALL WORK INCLUDING INSTALLATION OF ALL DRAINAGE STRUCTURES AND I PROTECTIVE DEVICES HAVE BEEN COMPLETED AND REQUIRED REPORTS HAVE BEEN 2.66 SUBMITTED. 43+09.94 1596. 33 1601.55 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH 42+84.94 1596. 33 1601.54 2.72CORSTRUCTiON NOTES ND QUANTITY SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR e 42+59.94 1596. 31 1601.53 2.82 Of"� 42+44 .42 1596.26 1601.50 3. 17 OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL , J NO, DESGR/PT�pnl ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY h W UN/T auANT�Ty 1�� p�6CFZ/PTION it sWr/ 41+94 .42 1596.08 1601. 32 4 . 52 _ 41+74 .42 1591.93 1595. 34 19.76 BE EXPECTED. v aV 9F 1. CONSTRUCT REINFORCED CONCRETE AEC'"ANGULAR CHANNEL PER G.Y. 3-G&S �l CO4/STiQUCT DO[/BL.E'dR/✓E /2�f///� Gr9TE �`R e,4. / 10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH �/ 41+54 .42 1590.44 1593 .71 22.00 ( ) V h V DETAILS ON SHEET 8. L7ETi4/L 014V S/JT. /O41+34 .42 1589.62 1592 .79 23.04 WORK AS DESCRIBED IN NOTE 9 ABOVE FROM CALIFORNIA STATE DIVISION OF 2T. CONSTRUCT REINFORCED CONCRETE TRAPEZOIDAL CHANNEL FOR RICH y 130. 3 C� FENCE e"O6 L.F. 26,00 41+14.42,. . 1588.92 1592.03 23.83 INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS PUBLIC WORKS CONSTRUCTION C92VA BASIN OUTLET STRUCTURES PER DETAIL ON SHEET 8. 40+94.42 1588. 30 1591. 34 24.49 SECTION 306-1. 1. 6. C44) C01\1!677. C;ZE�, AWAY FEJVC,5r oE,P 40+74.42 1587.71 1590.72 25.02 11 . NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S 6 3. CONSTRUCT CONCRETE PAVED TRAPEZCIDAL CHANNEL FOR RICH BASIN CY 103. O 40+54 .42 1587. 14 1590. 10 25.52 AND S.B.C.F.C.D. REPRESENTATIVES. ' O OUTLET STRUCTURES PER DETAIL ON SHEET 7. IJETA/L Oil/ SHT. 22 �'F 40 40+34 .42 1586. 61 1589.53 25.95 12 . CUT & FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF 2 : 1 UNLESS OTHERWISE VICINITY MAP 40+14.42 1586.08 1588.97 26.35 SPECIFIED ON THE PLAN. 4. CONSTRUCT CONCRETE INVERT SIAL+ FOR RICH BASIN OUTLET Gil 25.9 4j /NS TALL .3(0 01A. R.C. P/PE PEEP SHT 2,3 L•F /1/6.7 13. FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED STRUCTURES PER DETAIL ON SH?:1:: .0. 39+94. 42 1585. 57 1$88.43 26.71 , 39+44 .42 1584 .32 1587. 12 27.51 INSPECTED AND APPROVED BY THE GRADING INSPECTOR PRIOR TO PLACING FILL. �) CONST, OUTLET 7oWERPER OETs!/L ON -,%q 77 20 . 5O. CONSTRUCT GROUTED RIPRAP SCO' E nI1D SURFACE PROTECTION FOR 5F roZS.S � /.OFR l.L��F'CO Q ✓G, h/o. 2-04,0,0) 38+94.42 1583. 13 1585.86 28. 18 14NO ORGANIC MATERIAL SHALL BE PERMITTED IN FILLS. NO ROCK OR SIMILAR �� RICH BASIN OUTLET STRUCTURES�PER DETAIL ON SHEET 7. Q EA• 37+94.42 1580.80 1583.45 29.25 IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN SIX INCHES (6") jE 47 CONST. A4AAiA1oLE NO. 2 PER 4ACFC0 670 DwG. 36+94 .42 1578.56 1581. 13 30.05 SHALL BE BURIED OR PLACED IN THE FILL. IN ADDITION, PIECES LARGER THAN CONSTRUCT 6' CHAIN LINK FE':CL' C11 TOP OF CHANNEL WALL PER (o06(V A10. 2-42/ 4 /►'IOGYF/EO 7V )-A10k11 _- 561W oAL-A//NG 35+94 .42 1576.34 1578.86 30.69 FOUR INCHES (4") SHALL NOT BE PLACED WITHIN TWELVE INCHES (12") OF ANY DETAIL ON SHEET 10. 5ffi S.yT/7. EA. Z STRUCTURE. 47,a CONST Cc I vcRc-TE ENCASEME.N T FDR .36/NCN RCP 34+94 .42 15 7 4.18 1576.63 31.19 7. CONSTRUCT 6' CHAIN LINK FE!�C£ OUTSIDE ACCESS ROAD ��� [,G �(3 ! O 33+94.42 1572.01 1574.43 31.59 15. GEOLOGIC AND SOILS ENGINEER REPORT BY GEOLABS-WESTLAKE VILLAGE SHALL BE 2 ¢ W MANHOLE� CUTOFF COLLAR FrRIACF60 DW6 No.2- C.y. 43.0 32+94 .42 1569.87 1572.26 31.90 INCORPORATED HEREWITH AND MADE PART OF THIS PROJECT. SEE' SHT. 15 FOR d SJ/GN ,q�orJ,t.o nyt ,�iciv [4,4S�IV (F G-F ,391,E (SEE 6147 . 20) 31+89.51 1567.64 1569.99 32.13 SOILS ENGINEERING NOTES. 8O CONSTRUCT DOUBLE DRIVE 18 Fl. WIDE GATE PER DETAIL ON Al • I �.¢. - 31+36.65 1566.51 1568.86 32.25 16. FOR CHANNEL STRUCTURAL NOTES SEE SHEET 8, FOR BOX CULVERT STRUCTURAL NOTES • SHEET 10. I ® ®SEE s//EEr 25 29+94.42 1563.46 1565.78 32. 57 SEE SHT. 13. ��. CONSTRUCT COMPACTED NATIVE SOIL ACCESS ROAD PER SECTION ON /Q3 27+96.20 1559.29 1561.56 32.79 17. STATIONING REFERS TO THE CENTERLINE OF CHANNEL EXCEPT WHERE OTHERWISE i080 27+17.20 1557.62 1559.88 32.87 T NOTED. SHT. 7. 26+94.42 1557. 14 1559. 14 32.90 18. DUST SHALL BE CONTROLLED BY WATERING PER SECTION 10 OF THE CITY OF FONTANA 10 CONSTRUCT CONCRETE CHANNEL ''L"-WALL TRANSITION AT cy 329 26+64 .54 1556. 51 1558..77 32.92 STANDARD SPECIFICATIONS. MAINTENANCE RAMP PER DETAIL ON SHEET. 19. 23+00.00 1548.81 1551.04 33. 14 19. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE CONSTRUCT ✓U&CT/ON 57RUC761RE Gc✓/TH COLLAR 18+00.00 1538.29 1540.49 33.25 ANY MUD,SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT 11 CONSTRUCT CONCRETE CUTOFF WALL FOR RICH BASIN OUTLET GY 43FOR 24 /N b/A.R.C•P/RE P,-RP.57A/L 0A1 S/!T. 2O -A. 4• 13+00.00 1527 .74 1529.96 33.30 ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL STRUCTURES PER DETAIL ON Sl EFT 10. 5/ 9+05.00 1519.44 1521.65 33 .30 BE REMOVED IMMEDIATELY. CONSTRUCT CATCH BASIN WITH STEEL TRAFFIC GRATE. (MODIFIED CON5TRUGr JUNCT/AV ST1e0,f /RE No, / A--/rLA0rCD 20, ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 12 O L.A.C.F.C.D. CATCH BASIN NO. 5, W=2'-11 3/8", V=3') . SEE E,4• 4 57,0. 0d16:. 2-,0189 SCE b'N725r. ?O 49 28 EA, 3 CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN STD DWGS. 2-,0164, 2-,0172, 2 DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ,0227 ON SHT. 16. sAwwr ,ecMOvE 310 ,e•C P. L•F /Z. INDEX OF' DRAWINGS ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN ( 3D INSTALL24 INCH DIAMETER R.C. PIPE 1500 D-LOAD MIN. WITH �F 55.3 53 CONSTRUCT F•LOoD PROTECT/OA/ COAIC. WAL PER L - ------ THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER CONCRETE BACKFILL PER L.A. .:OUNTY F.C.D. STD DRWGS 2-D177, 2-,0213 ON SHT. 17 (ACCESS FOOD DRAIN LATERALS) . LUTA/G Ory GHJ' ,�' CY 49 SHT. 1 RICH BASIN AND t{AWKER-CRAW FORD CHANNEL. ITEMS OF WORK. TRACT NO. 1375.0, TITLE SHEET 21. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND 14 CONSTRUCT 4' WIDE WALK GATE PER DETAIL ON SHEET l0 (BOTH 54 C01u�9T 8 x 6 CC/YC ' ,4GRON 5F /2� OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, i le SHT. 2 HAWKER-CRAWFOFAD CHANNEL IMPROVEMENT PLANS. ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING SIDES OF CHANNEL, AT CHANNEL WALL STEPS LOCATION) . IRRIGATION DOMESTIC WATER RE-CLAIMED WATER SEWER STORM DRAINAGE FLOOD . �,Q AD,D/T/dE ,SID ITEMS M.W.!) BOX ClJLI/ERT �it/D TRACT NO. 13750 � � , , , 15 CONSTRUCT LINED CHANNEL WAL. STEPS PER DETAIL ON SHEET 10 le )PI 4R l 01 Gt-:�LL %k�7, SONS OEE SHT& 2.5= Z5. CONTROL SYSTEMS, ETC. 48-HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, (BOTH SIDE OF CHANNEL) . SHT. 3 HAWKER-CRAWFORV CHANNEL IMPROVEMENT PLANS. NOTIFY: :. TRACT NO. 137501 - 16 CONSTRUCT 14' X 10' (H) SUMMIT AVE. BOX CULVERT. SEE SHTS G�I /� , CI7Y OF FONTANA SAN BERNARDINO CO. FLOOD CONTROL 11,12,13 & 15. SHT. 4 HAWKER-CRAWFORD CHANNEL IMPROVEMENT PLANS. 3353 SIERRA AVENUE 825 EAST THIRD STREET -. TRACT NO. 13750 =ONTANA, CA 92335 SAN BERNARDINO, CA 92408 \ 17 CONSTRUCT 10' X 5' SUMMIT AVE. RADIAL BOX CULVERT. SEE Gy MR ^.ELEPHONE (714) 350-7610 TELEPHONE (714) 383-1665 SHTS 11,12,13 & 15. N © Applies for sheet nos. 1, 2 , 11 & 12 of 33 only SHT. 5 RICH BASIN. OUTLET STRUCTURES 18 CONSTRUCT DOUBLE BARREL SUMMIT AVE. BOX CULVERT. SEE SHTS CY 14q.2 SO CALIF. GAS COMPANY PACIFIC BELL CO. _ �_r 11,12,13 & 15. Approved for improvements within the City of Rancho SHT. 6 RICH BASIN INTERIM GRADING (MIN. EXCAVATION -981 W. LUGONIA AVENUE 3939 CORONADO STREET RICH BASIN RICH MCOND/T/ON' Cucamonga City limits only. TO SATISFY FLOOD CONTROL REQUIREMENTS) REDLANDS, CA 92374 ANAHEIM, .CA 92807 19 CONSTRUCT APPALOOSA DRIVE BOX CULVERT. SEE SHTS 14 & 15. CY Ile. 7 j 'TELEPHONE (714) 884-9411 TELEPHONE (714) 666-5494 SHT. 7 CROSS SECTIONS 20 CONSTRUCT SUMMIT AVE. WING WALLS SEE SHT 1.3. GSI 31. 1 - SO. CALIF. EDISON COMPANY UNDERGROUND SERVICE ALERT SNZ 21 CONSTRUCT SUMMIT AVE. CONCRETE BARRIER 'PER DETAIL ON CY /4-7 SHT. 8 R.C. RECTANGULAR AND TRAPEZOIDAL STRUCTURAL 300 N. PEPPER AVENUE TELEPHONE (800) 422-4133 - -" -- --- -- CHANNEL. SHCTIONS AND DETAILS RIALTO, CA 92376 SHT 13. ►. Russell H. Maguire, RCE 22397 Date TELEPHONE QROUP W CABLE OUTLET S,'RUC'7t'IRES CONSTRUCT APPALOOSA DRIVE CONCRETE BARRIER AND WALK PER GY 14.7 City Engineer SHT. 9 R.C. RECTANOULAR AND TRAPEZOIDAL STRUCTURAL '714) 820-5598-UNDERGROUND 8561 NUEVO AVENUE 22 DETAIL ON SHT. 15. City Of Rancho Cucamonga CHANNEL. SCHEDULE ;714) 875-5100-TRANSMISSION FONTANA, CA 92335 HAWk-eA'-CR4WFOR0 x213) 637-1233-PIPELINES, OR TELEPHONE (714) 350-2344 7 23 CONSTRUCT 6 FOOT HIGH CHAIN LI`Y RAILING TYPE 7 PER _ w , w, ;800) 422-4133 �0 CHAA',t/CL O CALTRANS STANDARD PLAN Bl l-52 JN TOP OF CONCRETE BARRIER. LF 102 GE/Vi_RA1, t /Or4F- '(CO/VT//VUEO) SHT'. 10 CHANNEL DETAILS FONTANA WATER COMPANY 1 SEE SHT. 17. SHT. 11 SUMMIT AVENGE BOX CULVERTS. PLAN AND GEIERAL TELEPHONE COMPANY 16803 SPRING STREET 25.ALL EcXGOSEP /'ONC,?ETE SURFACES 5//AGL CO/V�"GfeM , APPAU05A OR• 24 CONSTRUCT JUNCTION STRUCTURE 1:0. 2 PER L.A.C.F.C.D. STD. EA � SECTIONS. 245 N. MOUNTAIN VIEW AVENUE FONTANA, CA 92335 DWG. 2-D112. SEE SHT. 16. iNG,P<10E, CCC OR ��/OF//V/5f/ TOALL AGZJD//V//VG POMONA CA 91766 714 822-2201 RSV - BOX cut VERT ( ) p / �/ A CUR6�S AN/� S/OEwA.LKs SHT. 12 SUMMIT AVENUE BOX CULVERTS. SECTIONS AND TELEPHONE (213) 357-2257, OR 25 CONSTRUCT CHANNEL MAINTENANCE RAMP PER DETAIL ON SHT. 19. LY' ``AW BE�ACE,OIJNr/L Tf/EFO~16 DETAILS. (800422-4133WILLIAMS TELECOMMUNICATIONS GROUP ) WI • T (3 DAMPS) ASE 2�.NO CGyNC�TE 1152 ACACIA, STE"A" 26 CONSTRUCT GAUGING STATION PER DETAILS ON SHT. 18. 1100L•S• AND A.E/n�FOFtC/Nc� STEEC. H,46eE5 n PLACED, /iv�SA CTEY� ANO ASHT. 13 SUMMIT AVENUE BOX CULVER'T'S. WING WALLS ONTARIO, CA 91761 CONSTRUCT DOUBLE DRIVE 14' KI`.)E GATE FOR THE RAMP PER 64. 3 Z'7. ALL t1A14OP_4216ARXI/d0 WORK fl-444LBEGZ GrETEOG3e/Gte AND DETAILS. TELEPHONE (714) 947-9441 OR / DETAIL ON SHT. 10. 1-800-248-0133 _ jeF 8570 TO PA'✓IA OF STipEETS SHT. 14 APPALOOSA DRIVE BOX CULVERT. PLAN AND -� 28 CONSTRUCT 3 IN. A.C. OVER 5 IN. OF BASE.. 1^'A4 �Crliav vAw SECTIONS. 22. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO vErP/f 1EL try,tZ"1114 U&AT_77tvf 01cQ7}�967�RUCT/GYV.� 28.�1 L L C/�' '� /N��TA//LtTiO/V'r AND G2�NNEC'T/ONS AGL SUM.MiT �//�3'. BoX � / J , ALL ADJOINING CURBS AND SIDEWALR:S. , C!/L✓CKTS /, / 29 INSTALL 24 INCH DIA. R.C. PIPE 2000 D-LOAD MIN. (SUMMIT LF 48.72 BE ­7A SHT. 15 DETAILS SOILS ENGINEERING NOTES 23 . IMMEDIATELY FOLLOWING REMOVAL OF' EXISTING PAVEMENT OR DIKE OR CURB AND/OR AVE. DRAIN LATERAL FROM C.B. TO BOX CULVERT) . U/VL�5'S OT�/E.Pi�//5E ✓P�c�/�/EO ON T�/��LAN�`' _ GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO TRACT No. 13750 3o INSTALL 30 INCH DIA. R.C. PIPE 1750 D-LOAD MIN. &70 29.A/L E7/xA METAL 5l/R�iCcs .5f1ALL BE GAL✓NV/ZED SHT. 16 STANDARD DETAILS COMPLETION. /NACC0e0A1VCE !�Y/Tf/ C17-Y ! r4!1/OA,¢OSG�C'/F/CAT/GWS 24. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY INDEX_ MAR ' 31 INSTALL 54 INCH DIA. R.C. PIPE 1.150 D-LOAD MIN. 66.0 �Fp,Q C 7A/9rQIACT/G/1/ W/Tf,//N C/7Y /GA17S6�= `1/AY>. SHT. 17 STANDARD DETAILS S.B.C.F.C.D. SHALL BE INSTALLEDJO TO DEWATER SAID AREA AT THE DIRECTION OF 32 CONSTRUCT 4 IN. CLASS'S' CON0R676 SLOPE F'A//NG Wl'Ty $20 /VOTE At- THE SOILS ENGINEER;* SHT. 18 GAUGING STATION i 6x6-W3xW3 W W.F. SEE SN7 //. � 49,960 CY OF CHANNEL GRADING (ITEM 39-C) IS SHOWN ON SHT. 19 MAINTENANCE RAMP AND DETAILS FUTURB BRA�ENAISEI. SEE SHTS. 22 AND 29 • GRADING PLAN SHEET NO. 1 AS RAW CUT 49, 960 CY AND RAW - DEVELOPER DEVELOPER FILL 9, 610 CY. THIS QUANTITY SHALL BE MOVED BY THE SHT. 20 STANDARD DETAILS : 34 CONSTRUCT MAINTENANCE RAMP FOR RICH BASIN PER DET. ON EA. CHANNEL CONTRACTOR. INCLUDED WITHIN THIS QUANTITY IS SHT. 22. SHT. 21 SURVEY ALIGNMENT PLAN 2 , 418 CY OF SELECT BACKFILL. . ITEM 39-A AND 39-B ARE- FIRST CITY PROPERTIES 35 CONSTRUCT 36" GROUTED ROCK FOR RICH BASIN. SEE DETAIL ON ® 3r0,2o7 PART OF THE RICH BASIN GRADING TO BE DONE BY GRADING SHT. 22 RICH BASIN INT2RIM GRADING Pew ( ' SHT. 22. L(, CONTRACTOR NOT CHANNEL CONTRACTOR. &ays 6A ,� 8383 WILSHIRE BLVD. SUITE 800` iS/Ol�. SHT. l3 RICH BASIN OUTLET WORKS q� o r` A ,/ �JLL L./,1.C,FC.O. .STeuCrOeES SN,IpLL N'4rrE 32.50 P.S� ATZB SHT. 24 ADDITIVE BID ITEMS M.W.D. BOX CULVERT AND SAN SEVAINE CREEK �A/HTER PROJECT BEVERLY HIILS, CA 9021 V - 37 CONSTRUCT GROUTED RZPRAP AT SUMMIT AVE. DOWNSTREAM OF BOX 5F 2W DA YS .Sr�E/uGT�I /it/ L/ECJ O< 3ppp OS/ -y0�� �J STD- CHANNEL WALL TRANSITIONS (213) 85�-0499� CULVERT PER DETAIL 1 ON SHT. 22. D¢4dvrNrS REVISIONS SAN BERNARDINO COUNTY ' SHT. Z5 ADDITIVE BID ITEMS M.W.D. BOX CULVERT AND • CHANNEL WALL TRANSITIONS MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT ABBREVIATIONS C�) EARTHWORK �'�`�'�✓ / %�►� SHT. 26_33 srD. OE741L.S ¢-25-9 GC A. DRAINAGE MITIGATION Gy 29,524- AooCO /re," #'5¢ T.W. - TOP OF CHANNEL WALL B. DEBRIS Cy /70,076 /V D B. C. - BEGIN CURVE (HORIZONTAL) c. CHANNEL GRADING '¢ MARK rwrE D�sc,�tioriow !BY 2 5_01_,76 A 0FD(D 07.-_ E. 0. - END CURVE (HORIZONTAL) CY 49, �� � J CO/ QUlJNT/T UQNT/ Go p ECT/Owl /T O - G' B.V. C. - BEGIN VERTICAL CURVE $EE NOTE TN/s .5f/ T -7-90 !TEM !t 39 e- O -5-90 el, c �o-v TiT��� c ° ` RICH BASKIAND HAWKER-CRAWEORD CHANNEL E.V. C. - END VERTICAL CURVE - - -L__ -- --- - PROJECT ENGR. DRAWN BY: DESIGNED BY: TRACT No. 13750 P.V. I . - POINT OF INTERSECTION OF �40� DEMO, OF EXISTING BRIDGE AND DRAINAGE STRUCTURES PER DEMO. �• Bench Mork APPROVED BY CITY OF FONTANA J..R KAM ASSOCLUTSe OIC. TITLE SHEET TANGENTS FOR VERTICAL CURVE PLAN ON SHT. 11. I FOR SIDE DRAINS AND STREET SURFACES CROSSINGBU/ �, r3��n��.�?1 CHANNEL ONLY. SUBMITTED BY: V. C. - VERTICAL CURVE REMOVE EXISTING GROUTED RIPRAP AT EXISTING RICH BASIN SF /0,40x1 _ • . , CIVIL ENGINEERS, STRUCTURAL ENGINEERS, KTtNANIIA/SAN ':I.VAINI: f•Nn,UA'T MANAGER F.G. - FINISHED GRADE CUTLET LAND CANNERS, 8 SURVEYORS RECOMMENDED BY: C.J. - CONSTRUCTION JOINT FLE 43 - R.R. Spike ,n E.F. by FM536563E 511y'. ' 92 PASADENA AVENUE \ " E.J. - EXPANSION JOINT o/#o of Baseline 220' •/- E'ly of Cherry Ave. . ` TOOK IFORNIA 92680 (714) 7�-57;.7 A � T.FLOOD CONTROL ENGINEER DATE F.B. REF. FILE NO. DRWG. NO. S . - SLOPE CONTRACTOR SEE NOTE 20 OF e�,FA1ERi1G NOTES 1 CITY ENGINEER RCE i 1�� - - �* /1, APPROVED BY: t o/ 3_ .•�r `Z / dre ?3 Elevation 1313.04 ----- ' C K10- ti w PT- - ANGLE F�J/NT t J.P. KAPP ; R.C.E. 22015 DATE FL CONTROL ENGINEER 34-0 D _. _ '7• 1 -D . -. ... } r I 1.f I ` } t . _. . - _ : : _ . , ; _ moo/ - _ . . i.. lI�t 0� t �s' 30s.s' .� so r�' ro 1/e. so' , ._....... . __ T. , _ , . i . a WA6L N/1�L i INS LL r r : , j (�I//'1lL Hf./B►fIT !fs 9-..r ; _ . SUMM/T AVe. WX CU LIW ,4916 7 e W H WA H H - � - ,14'(w)x /0'�� grP,5H T. 11 -1 rI 4 NSMW . a t+=�o=ti� ; . M 1. I-— L. �� � ASL HE{�•-rr ,� : _ _ _ _ _ . , f . • Q. , I . . . , . . 1 % . , • , 1 • - . } i I . .. �.. ... ..' .. /y�'L .... ........ •. .. n _ .. . . .. .. •.. .. .. .. .. r - . . ...... ......... . .... ... .. ,. .. . ... �JI Y.O I� n j } . ' �L "WAL CNANN L N * TRR�S/T ON • _ IN _ { 118..50 j . r I f .. . I . - .. R�! TA/11l/A/G . , _ . : I , _ w . , E LL j. I r . i . f + . ;- -..._. - ...... ..._._ _... ; ___------- - _.--_--_.__ _ _. ...... _ ....... ._ _ - -- �' _._.. . _ _........ _....- -------- - --.__..._ - - S -- _ __ _. _ _._._ - - - _ - _ _ . H O . . . : • • . . . . . . ,dOTTQn!Df�.0/.5T _ N ON 3 0 ti ti f If's N � N Cl Ne _ \ � � h N h a CHi1 L .. t . _ . V r �� . . 44 Coy CENI�I!,//11K.f VCt " ; . - a INA - ULTIMATE AT6K AURMICS . _ ._ .. _* \ F, (qUG G sTi►Tiot/ PL-41V i /� � � h . I 1. N7 I�IM AT .. APs M N It "� 5�_ WI �_ 1/� ' .. i woolasiolodommi '�l� , h � o� I111111 � _ _ m . < • .._- - K. 4 P CHANN EU. WALL. . �_�-- _ _ ~' r Hyo, . 464 , . t �_ _, ___ 018 VV (� A °F . . . o _ __... ___ . _...__ _ _ _ _. __ _. 15. 0 _ _ -- . . , - _ _ ___ _ . , - Ow .�� I _ . .......... f . . . . 2 . r - _ •5rz 49rr. / ew •= ---�` '_ r , J/v:3.3 ' ''s h O `'. o . . ; : < 1 SkT 24 . . ..- p Z I I � I � I I I .- � : . i Q0 01; S o o A1C ,, � Z _ , . , . . . , . . . . _ _ L . . . gq _ . o o . �' . . . . - _ . _ __ . - 4 N \}• .. . 504 p Op �, � � _... _ - . I �z _ �� ti O Z �� AkiR . l� aD Q` i v CO M ____..__�._-__ ____._..__. -.___.-___ � . h J O O . �, dD M f��n. -_.._ �. _. ktl __ _ __. ._.._ _�---- _._._ 'Vw "C "- . 8 4- , - - N S` } o �Vtu o !�� � ' tea . '� X37 ° �' , N Z °� . H tQ � D�j RI 'c w I . . . . . . . �, o1. . 0- � # . t � -- D , i V t . a l + H� W,6 % . e Q j Zw ti ,�� Q _ . }- - • . . . . : , . . . . . . . . . . •� %. v � 'R . # M ,.. �� t O / A1. i �►� O ) N - U ._...... ..... ... . . � _ .. , - . $ � , . ......__... . _:..... ...... :- _ . ... .: .., .. _.... ..... .. ... . A/ORI . . i ij t . V k. O� { •, �I . . j . . , . . . - . ;. . : ; } . . _ . : I _ _ �_ - ---- _ _ _ __ ------- - _ __ W _ 1. _ _ __ ._.. -. . 9 �_ 10 // _ l2 13 14 /8 /6 �� /8 /9- _.._.�_ 20 CONSTRUCTION NOTES 10 CONSTRUCT CONCRETE CHANNEL "L"-WALL TRANSITION AT .f2 �►/VO J9AC,oI6_ M MAINTENANCE RAMP PER DETAIL ON SHEET. 19. O � Kk O � CONSTRUCT REINFORCED CONCRETE RECTANGULAR. CHANNEL PERT - 12 CONSTRUCT 36 X 36" CATCH BASIN WITH STEEL TRAFFIC GRATE � 16 CONSTRUCT 14' X 10' (H) SUMMIT AVE. BOX CULVERT. SEE SHTS N% y '' a0 Pr.- DETAILS ON SHEET 6. (MODIFIED L.A.C.F.C.D. CATCH BASIN NO. •5, W=2'-11 3/8", 11,1l,13 & 15. `V/L T25'L 6154!5 P DoT/C5 CABLE !N a I 5 M/TAVE STA.527E 20 V=3'�. SEE STD PLAN DWG. NO. 2-D164 2-D172, 2-D227 df�I SHL 16. i� Q C� SEE 6O. CONSTRUCT 6' CHAIN LINK FENCE ON TOP OF CHANNEL WALL PER 17 CONSTRUCT 10' X 5' SUMMIT AVE. RADIAL BOX CULVERT. SEE SHTS `N 2 STEEL P/PE DETAIL ON SHEET 10. e) 11,12,13 & 15. !OD'� BELOW�X/ST/N!,- G,POU/VD M � '` j` STiPEET OGRNS 13 CONSTRUCT 24-INCH DIAMETER R.G. PIPE (1500 D-LOAD MIN.W/ /I z a4!:-77125- GHANiVEL . ,10 7% CONCRETE BACKFILL PER L.A. COUNTY F.C.D. STD DRWGS , O CONSTRUCT 6' CHAIN LINK FENCE OUTSIDE ACCESS ROAD PER 2-D177, 2-D213 ON SHT. 17. / 18 CONSTRUCT DOUBLE BARREL SUMMIT AVE. BOX CULVERT. SEE SHTS G&1N7 ,4LTD,P TD /�iPOTEGJ'/�t/PLALE ,, ,-,, Z ; /�ARSL DETAIL ON SHEET 10. 11,12,13 & 15-. 1. AND CONTACT W�GL/A/LJ5- ': �� CONSTRUCT 4' WIDE WALK GATE PER DETAIL ON SHEET 10 (BOTH TELE CD�ItiIUN/LAT/ONS GROUP �� i .f 1 y 8t�. CONSTRUCT DOUBLE DRIVE FT. .WIDE GATE PER DETAIL ON SIDES OF CHANNEL AT CHANNEL WALL STEPS LOCATION 24 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER L.A.C.F.C.D. STD. DWG. /1iP/OSP TGA e*IS ,�PUCT/D/V, . _ - �•' o�Ai.., SHEET 10. ) • - 2-D112. SEE SHT. 16. � 5E,C 51/7-/ FO,P All .40DWe55 15 CONSTRU LINED CHANNEL WALL STEP$ PER DETAIL ON SHEET 10 ANO TEL EOHONE) a _ ... - . O CONSTRUCT COMPACTED NATIVE SOIL ACCESS ROAD.KR SRRGY'►ON ' ON SHT.7. 4J (BOTH S OF CHANNEL) . 25 CONSTRUCT CHANNEL MAINTENANCE RAMP PER DETAIL ON SHT. 19. ql f@. , �� (� 1 ^ \ �"` = _ I ! - �``�•-- NO E: ✓f� 6HT. II FOR BOX CULVERTS CCWbTR. NoTeg �. 26 CpNSTRUCT GAUGING STATION PER DETAILS ON SHT. 18. H-C.GNANNEG SUMS I-x mr." % ` i O BOX CUL!/ERT. SEE Sf/rS.//�/? Y \ •� " ' M. V , Ao SAY/N6 _ EX/5T, S�.C.F C.Q:3 2 7 CONSTRUCT DOUBLE DRIVE 14 WIDE_GATE FOR THE RAMP'PER DETAIL _.._..�_._-- ....._ _._ ._.._.._ _ P"opewFJ�E GPoUT�O �P/PRAP -/� p x�uZ t� - _ . _.._ _mU. __.- r r M _ .__. .__.__. ._ , r.._ T.._....A) ___-_. 5 !,ex,/�� U _ K R ar�� w_,PEv'a _ 3' w . .. f -- o _. ._._ ___ ,. ..__---___ _.__.. g S@`OeT / ON swj. 22 A r 28 '� Fi¢ 7ar/►�l' 1. _ _ __ *[ ., 8 rs�i . '- , ...� '' 12 5E .. 0 /37'S , Z 6 h�+ a To O 5 .C.F.4D � Nl �, M 7� ��- � � � � ` � 7 9 W ABANDONED ! 9 h _�- } _ 1.11_,�.7/.I � -.� C I " ' If3It �, __ _ _ _... EXIST. HAIWE'R CRAWrow - - __..___-- _ _ _._ _ _ _. __-._. _.. _._.__... _ .___..__ __ _ _..._ __. ., ___. _-----_ ..._.__._._ - _.. / _..- 50 �.. ,. LAVE b ._ 1 _ t� .: 1 , � , _._ Ctfr9NNEL __ ._. _ -----_ ... _ _ Th�44 �CFL OW N23� 0 - _-_ ..._.._. -.__. N- . 2Ii _296 - :�� 9�06.00 ^ \ 11.40' 1I• .3* UE+00 / _ - .. � 1 �l.el6 L a . - _ _ _ 23 O; E _ . 1 . _ _ _ . t3•o� 4 7 4 ' 0 1(0 '" - 5EE SHT Ij Kurt _ 5000 - .._- ♦00 ,- -. po.-M..- 14*00 1 H 49.36` t -�. . : It 2 15000 �1� , .. ' ,� � r _ -�__...-. _ . -_ �. _.. __ ..____________-- % :���,t-- �,�, N a _ _ _ _.. _ _..._ __ -. ..1 L C -. ... _... -- .. _- _ 1 _.__ ... -- _ .... _ - , - jl \ � J(O V /&S. ! Z / MINX. y{, p/w I � y� �.c ` �L�� ,, J}. r tTi. _ r - tr 'T �1 8 � - j 28 . ` 1^s 0.2 G• 1 S`�S /(/ -- - - - - - - - - - --¢'- - 7 sa 4� L Ill 9 UNC"�' ? ` ,.' ... 91 La ._.. �,__ (7 F V ....�_ C.F 5 aC.F.C.Q ,P�i�/ i • • _ __..__. .._-__ _. - _, ...._.. .. .. _ _ _. { _ E ., _ __..._ __ th INTEROCCTION �) -� T i % I-V , - N _ � .. 11 I -CHANNEL OTA. IOt0�0.00 _ E SNT // rll Q Applies for sheet nos. 1, 2, 11 & 12 of 3 _ only '�► �� f�yB�/�yT TOb� _ y �3 51lMM/T AVE. 5TA. Q +27.83 ° ro'62 o�/ni EA I►-, �' V a5 ,':; CITY O /YTAKA r , a I i¢�(NG:We40 �, N Z37/?8 Gi3O / X:5. `;`'e 4 Approved for improvements within the City of Rancho 91 E. 157,379.604 r W / BOX � ,� t `" v a r�rvr�w�► 8� Q � \ WATER CO. f�'/M 5T � e vs Cucamonga City limits only. �� � I',, Er " C .EiT g \• , n ,p 5N79 // 1! \ I 9 r7 \ �� I "All � ►I 7 0"Q h �� r 5277'65 ���� \ �:" g o� '11 - '' . 4k ` Q '� C - Q / �• -C� 0 '�\ 1 m T � q' ':- cl �w L CURVe 04TH Russell H. M . - ; SEE HYORAUUC OE5l6NOF5GMM/T AVE. 30 O.p///E'/�I/Ay � aguire, RCE 22397 Date STORM ORA/,V AT DEVORE F/PEE W,4 y svM.H/T AdE. sTA. -2 r 75 �\ G �-h""�,i\ \� r\h�r City Engineer (T- /S)// Q4TE0 13 SEPT. 89 CALTRANS 5� ST,QG'ET P�.�9 S _N-A * o, Q R L T CF-rrER O8-SBd-1S-9..575 t 0,ATEo OCT, .•� �' \ \ � R , , i city of Rancho Cucamonga REvtsioNs SAN BERNARDINO COUNTY / r 'J4 brof ✓GAp 99.31' 49.6E 1/� 1989 ONF/GE AT SBCFCO0 C/Ty OF \ / ���\ \ � 2 /0_*&'41" ,V00' /Ol.2J 5 .(o.'I MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT I - CIV /VGE /TEM#36 n►� Ca \ SI CONSTRUCT ✓UNCT/O�t/ STiPUC 7t/,eE /(/O./ i�1q LIIGF{fj -9O O FOIA/TANA FOR OES/GI\l OF UGT/MATE z. \ 57t> Dwt: 2-,019!9. .5&-_ SNTS. 2D 28 t3ox cv�VE,eT EX/STlmc. lo�w�xs(h , �.o CONSTRUCTION NOTES (Cont.) ; r-015-- \ ( AST ,VAC`T/GYV-4VN C7VRE AMco [AR PER zWr, 114 / !o-5- 90 •E- eDx 0Uz vERT ro RFlww ., Q= 78/ CFS \��..1 a-e �� ,28 CONSTRUCT 3IN. A.C. OVER 5 IN. OF BASE. � T = - - HAWKER-CRAWFORD CHANNEL Cn o - 29 INSTALL 24 INCH DIA. R.C. PIPE 2000 D-LOAD MIN. '(SUMMIT AVE. BO n c h Mork . i ' 3 �' l '1`-4 � ,�y DRAIN LATERAL FROM C.B. TO BOX CULVERT) . _ __'� '''-' _ IMPROVEMENT PLANS / %r %f► -'� PROJECT ENGR. DRAWN BY: DESIGNED BY: 20 cpnftir._oROAIr �" �,� c,� 30 INSTALL 30 INCH DIA. R.C. PIPE 1750 D-IAAD MIN. �'R K��& '1, I /&SCHUM OWL 9.P(J/ /I. 49ERMA)IV TRACT 13750• PER CIT,'CIS Fa►NTf4Nt4 VN STD• DET. /I_dl -r'� s� • SUBMITTED BY: •�. .. ACL' STREET PL.4/�l A. •, . • ' 1 Fl1E 43 - R.R. IR• 1n E.P. b • CIVIL ENGINEERS, STRUCTURAL FN(3;.JEN S, �ti�NI)A/SAN SEI PRWECT MANAGER - srREET STA. SZgtlCo Ic SP y PP 15'�6663E S'ly. LAND PIA'JR'EZ5. & SURVEYORS • RECOMMENDED BY: ' .„ NOTE : �•z sf�s oT Bosallns 220 +/- E' ly •T Cherry Avs. 15891 AASADENAS AVENUE ,, • �' �.* .,., 37 CONSTRUCT GROUTED RIPRAP AT SUMMIT AVE. DOWNSTREAM OF BOX TUSTIN,CALIFORNIA 0'76bu • 17141 73n-5:'37 ASSIST.FLOOD CONTROL ENGINEER _ DATE F.B. REF. FILE NO. DRW . NO. SEE DE[V/OLfT/ON PLAN Olt! .SHT. It FOE? REMOVAL CULVERT PER DETAIL 1 ON SHT. 2Z. a I L � � Y, APPROVED BY: N � - • /2 / OF EXIST/N6 STRUCTURES ON SUMMIT AVENUE Elevation 1313.04 __ __� , . 1'.. f. 3 ri Q ��I� -1-S06-2 Z Of 33 J.P KAPP R. ?"A015 DATE FLOOD CONTROL ENGINEER • . 19 . "D�, lite • (q0� -D 5h+' A of-/4 J & -fC4-001 .w. . Y/tR/E5 3' 1' %!=0" 64'-0"' o" lL '31 Y/tlel�5 �' ,DWeAlblOMS 60OWN CONST. C.B./VO. 3 ?CWe/-.A FC.O, 4 O V/tRIES 51,9E WALK SIDE WALK tfKE PERPBNP/COW 5772• PLwV 2-O/G3 3(L.O. *2 AW, Q' -p K / e-HAM � �o (1HAIN L%,VK Rei/LING TYPE. 7�C•AGTRAAIS 4 � rO 5Ti�T L.A CF.C.O. STD. PLAN 2-Of�g m -� * Z �rr� 57D. L -T- 8 /I -52JON TOP MTE V-G.09. 5EE STORM DRAI/�l \� K1� �!/ R� 7 p w ���, h C� V °0 �i CONCRETE �q OF CoNC�eETE P�tRR/�ie w/A[-[� 23 PZAN✓r• BHT. /7. _7� O,J abrics v > > ti B/YRR/ER (.� P/ROF/LE 5!/T• 0) =$ h y p W o p 5E� SNT �✓ s�s T. /7�oR Posr AA,CHOR�4acC SuMM 1 T Qv�. C. gc� $ w N �? � yv� O O �' 21 c�r.+ic (rYP) � yc % p °� O cp �E .STREFT 6� w A 1+ N m 0 t � � � N �A �4 � " IMPROVEMENT F 4 CL ASS E J IV2 Q 4 O°n v O N 41 ti N N N PLANS �� G-104 32 C•y�c-w3 W3 .� CHANNEL SIOf� r��s�. �m � 52 0 � a �O� W � � �. � � � � � � QLo W.W.F -- - � I 1 TO BE AQlU57'gD 56� 29 2o1/d $�l At TO - 26fi� h '� O - - MRA , , � � � � �- � "• �/.6 (WEST 5r�) ,� /42•�Et/ rOPBLAD 1.928.66 I l•�29.82 R - :2� IY4p/8 \� 1 . '�t(�('f( JIOt) I �� \ x / •/ �' R/ 7 X F I CONcREr DET�')IL I l- } "'� /` - BARRIER Q h �A - ' o 28 CW leHT 13 I -`-- - - .. . . 66 5#7r.-/ h U 5 r/ R/w /521.? T rr /.e 7.5 � � . 3"o,?A�N�'PF s CHA/N L/NSE � o"' • y� /s24 - - 3's1iN. RAIL/NG 73 ��'�� Q -- - - x u JPAR�'IPET WAIL �� Urs, Icac. �RR/ER �� COMPACTEDdL /N6 WRLL 2 a \ F/Ld ON.�lT• /33� n � 1!7 ,.\ � \� � � _ ------_ covT o � P 2 C T _ #4 / 'O DE A/L Z 1 42 -0 - � ' " - _ - ZPD • 007- 5-3" .SEE 5H l2 oowEl s 8" �� SEE 5HT ao l CHANNEL 12 _ _ FOR WINO WALL z - • r GU T � -� p(TH/5 SH •) OPEN CH,4'./y/YEZ -_ �� --_ I - - -- SEE 5HT. /3 2" �y,90/O-`tL 8 9104 �� 6� N ?3`47 40" ro \ l ! 3"o�Pr�/N - �.I� �i C�lr/ECS SOI iJ. INSL/tO NFC I �1. o- /':� �� -�--- d P?W4PET P/P� // / / . M SEE DBTA•!L co \ $� 1 / INV. /5/7.69 i oN 5NT.8 � 10 - s � �D ,� INV g 0.02105 CMA/a� u, _ �� ti � OF EA � 151b.12 1510 Z PARAP�T� '�: I / - .152$,4 T - -- � � � 2+ w -- NV.15/5.?3 � 5=0.02106 _eP�iY CtlANN�L 'a RA/N_5 P 5 =*� '4'9 c VFTA1 L I ` _ 73 - / j t 13 /52 /2F_(. ~- ` A �; -- � Ager. WING WALL I \w �' 590.4H T 1 Z \\ ,�c - - syr./S ,� CUT-OFF WAIL- 1543.7 S T-7 O 5eE vETAI� X, T > \..'' j \\ \ o oel° V1j �� v j ,� 1 !3�_ I ONOHT. 13 0__ 0"ZCUT-OFF WAa �r " >� D'� \ o, �`� N h v°0 1511.25 SEE DETAIL x 30 C o WF•AKENF,,D PUTAIM /N WALLS O o L v q GrPo u TEO R/P,PAP c�`,r�/� Sy � - W o N ON SHT./3 N 5NTF�D.aEE DET�uL o J _ 42 ° o wi Ir ILrM PM, 3 30 \ ; v� .• y'(,P y3 Z o \ \A -r- /s-0 ' o 8 ( PG'UIl /✓ 5(() IT AVE. rT ,o . \ C/NE � ' r \U �/' O �. `� ��/' r 3 STA-527+75 a I y , n CURVE DATA �-� o�,-o , � - sT � FF mo o- 41 42 -� Iv 74 O � m � J h _ -� a-riCs coact -� \ \ >'� N �� _ , J _k c N SEE /4'X /0/(N OOX CULVERT /PART UOUBLE e3ARREL i' _ Ota �, ��(8 s7EE� GUL INERT) ' u 9/N6L6 B'tRREL BOX GUG YERT /4 X �, V 9E� NO wcno care / \ \ \ %S?80 SM' ZOO CSP' 1/7-0 R 140 /40 v ? 7' SN r l=�v T U ae FG- �i .t oe7,4,��s. UL - 3 320 CAV � o Z• � CGWSTRUC.TED �� I Q/a0 v�T. = 3320 Cf5 QioO 7' - c 1 �/ ' 1/ O J h m W4TH/,V PUMP \ TyV/54a I 1\ 8 30 23 5705427 o Q es ti n / o Rm srArlm, Lor. 1\ FG 0' ;► T ►� - 2 \ SECTION D-D L ?0. 78 /4/. 50 0 `� 9 \� \ � � �-` SCALE: 1 /4" _ 1 '-0"; i. T l0. 4l 77. ¢Co O -s \ SEE "NYORA UL/C DE51614 OF SUMMIT AVENUE ti h 2 �� \ \ ' J \ \ �, \ �Q r, CHAIN LINK RAILING STORM DRAIN AT OEVOrRE FREEWAY <1-IS) h (� W I 9 'X5 \ \ �\ �� T�t'PE I - e,-II -SZ Ciel TOP 23 D/IT�D /3 SEPT. 89 �, CALTPANS LETTE2 08- \ X► J�F \ t \ t o Fc�'ccRETF_ SBd - lS - 9. 575 f OATEo OGT. //, 1929 ON / �� v F/LE AT 5BCFC0 � C/TY OF FO/VTAA/A FOR \/ 0 \\ �- DES/GN OF ULT/"ATE BOX CUL VE�eT `\ \ "gj� \ � N AeA; 1VCh PLANE8 At K04LS i 21 ll n� (o /WD.&W rOL4& � DET. 6#r/2 ON � f \� -pa / ; To eE oEMOL✓0� PLAN AT SUMMIT AVENUE � -- � . • . \ � � - .zpo� 1527 50 4'CZASS 155 25coPsi \ 6x6-W3-cW3 W-W-F. EX! T/i1(G /O x 5 eeh) -- ---� CONSTRUCTION NOTES eox LVERT Td REMAIN A9R�PET 32 / 27. /3 � O1. CONSTRUCT REINFORCED CONCRETE RECTANGULAR CHANNEL PER DETAILS ON 5HT.13 � �� /5/7. 43 5��� ON SHEET 8. F-� 07 SLlfB 0 L-� 6O. CONSTRUCT 6' CHAIN LINK FENCE ON TOP OF CHANNEL WALL PER 1522.42 DETAIL ON SHEET 10. EX/cT. TRAPE�Q/j�j}L EX15r. TRAPEZOICAL CHANNEL CHANNEL /✓t/8.0/ /�$.� 7O. CONSTRUCT 6' CHAIN LINK FENCE OUTSIDE ACCESS ROAD PER DETAIL - ON SHEET 10. FOR /N6 WALL A//{/ RI':MOVE EX/5T. CONC. BOT. $LAPS W 4"bR /9f O PARAf.GEG TO PARAPET C,�19T 1G TO RE�1/1/N _ _ r /577.¢3 L O CONSTRUCT DOUBLE DRIVE 18 FT. WIDE GATE PER DETAIL ON J`tC T /5 ` .% R \ R� SHEET 10. Z � IIVI/ � AND BPL/� TD /5T. 1 LoNQTVLYAJAL Rf CONSTRUCT COMPACTED NATIVE SOIL ACCESS ROAD PER SECTION ON 1516 h /N A�jgvI Bf- - SHT. 7. R AP=20D/A.�' �i MIN oYE L ' l51s.9 y - 0.04186 co CONSTRUCT CATCH BASIN WITH STEEL TRAFFIC GRATE. (MODIFIED i ex/� /Q�•5 DOX C.OLV6RT Z L.A.C.F.C.D. CATCH BASIN NO. 5, W=2'711 3/8", V=3') . SEE STD N �ONC. N//NGh/i9hL TO Z- DWGS. 2-,9164, 2-,9172, 2-,9227 ON SHT. 16. -- DEMOG/r�i'ED - �� CONSTRUCT 24 INCH DIAMETER R.C. PIPE' 1500 D-LOAD MIN. WITH yf39/� � 1514 $� E}(P. JOINT /N W/tll.5 � CONCRETE BACKFILL PER L.A. COUNTY F.C.D. STD DRWGS 2-,9177, �"� 1"p&OF6 eB C�� 3 X 2-D213 ON SHT. 17 (ACCESS ROAD DRAIN LATERALS) . I SECTION E-E �X/S7` eie/ EXIST. CONC. MIX f BOT. OF .%Ab SiOPE � DETAF/Lb ON 5HT /2 �� �/�L�D A 51VCY�E TO BE Re-- 16. CONSTRUCT 14 X 101 (H) SUMMIT AVE. BOX CULVERT. SEE SHTS 1�1�."L:/ CUT'QFP W 5 = 0. 0'2/06 � s- � .7►7 y n,IovEo 11,1z,13 & 1s• L:J 5�E OCTAIL SCALE : 1/4 -1=0 5 20 �` 13 G Ire 17. CONSTRUCT 101 X 5' SUMMIT AVE. RADIAL BOX CULVERT. SEE SHTS ON SIT _"f{w 11,12,13 & 15. I ' / O 41. 72 /0 X,5 BOX CULVERT 18 /50.4 lt) /o X51 SINGLE Box CULVERT 1� / 18 CONSTRUCT DOUBLE BARREL SUMMIT AVE. BOX CULVERT. SEE SHTS O / OQ CF.g Q - EXIST �l�lER11 12,13 & 15. o R RT OF DOUDL e 611RREL GUL VeR7•) /oo" ' ill TO OE REMOVED 'f a/00 = 781 0 CF4 � A n J Applies for sheet nos. _1 , 2 , 11 & 12 of 33 only .. / AliT 3 20 CONSTRUCT SUMMIT AVE. WING WALLS. SEE SHT 13. L4� /VorF O 21 CONSTRUCT SUMMIT AVE. CONCRETE BARRIER PER DETAIL ON SHT 13. Approved for improvements within the City of Rancho E • � � .SEE 6HT. 12 FOfZ BOX CULV�Q T��•' RE/NFGiRCP�+-/ENT . f.'. Cucamonga City limits only. _ 23. CONSTRUCT 6 FOOT HIGH CHAIN LINK RAILING TYPE 7 PER CALTRANS Q STANDARD PLAN B11-52 ON TOP OF CONCRETE BARRIER. SEE SHT. 17. /527./3 /✓�"�'?43 �` � ��� r � � 3 o d n D4- 7 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER L.A.C.F.C.D. STD. DWG. �+//% / 7/?coNG SLAP - v ,�s _ _ fi --� I I - - \� 2-,9112. SEE SHT. 16. � % � J Russell H. Ma ire RCE 22397 A Date REVISIONS EX/5T. /O`X5`(h) \\\ 28 CONSTRUCT 3IN. A.C. OVER 5 IN. OF BASE. City Engineerg ` -� SAN BERNARDINO COUNTY gTEE� I"L 4Ms(17aT• �) BOX CULVERT- TO 29 INSTALL 24 INCH DIA. R.C. PIPE 2000 D-LOAD MIN. (SUMMIT AVE. City of Rancho Cucamoia a MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT .3.✓i-7 REMAIN �� DRAIN LATERAL FROM C.B. TO BOX CULVERT) . 40 DEMO. OF EXISTING BRIDGE AND DRAINAGE STRUCTURES PER DEMO. PLAN 4' 90 C /TE its tt 6 JZ. 360, �BUTMS/f�T ON SHT. 11: 7a /TEM Tt $ A�LD/1/5 7 T 30 INSTALL 30 INCH DIA. R.C. PIPE 1750 D-LOAD MIN. A) DEMOLITION OF EXISTING DRAINAGE CONC. CHANNEL 170.0 CY ANG STRUCTURES ALONG SUMMIT AVE. FROM EXIST. BOX /� fIDUTVi J // 32 CONSTRUCT Q"CLASS^B'CDAICPC7LF SLOPE PAVtA(&- (4"=2500P.sI, CULVERT UNDER FREEWAY TO SUMMIT AVE. STA.25+00. J^� G f- C�0 C A F W/Th' 6x6--W3,ck/3 k/k/. F. B) DEMO. OF EXIST. BRIDGE CONC. ABUTMENT & WING 191.8 CY CONG• 6�•GA NOTE Ti;E � ��� ,, WALLS. SUMMIT AVENUE BOX CULVERTS A CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLAN FOR APPROVAL 37 CONSTRUCT GROUTED RIPRAP AT SUMMIT AVE. DOWNSTREAM OF BOX C) DEMO. OF EXIST. BRIDGE CONE. SLAB. 21.7 CY BY THE CITY OF FONTANA PRIOR TO CONSTRUCTION. ONE LANE O D) DEMO. OF EXIST. BRIDGE STEEL BEAMS & BRACING. 19.2 TON - -- PRpJECT ENGR. DRAWN BY: DESIGNED BY: A, CULVERT PER DETAIL 1 ON SHT. 22. i V��/ /O/r -� SHALL REMAIN OPEN FOR THRU TRAFFIC AT ALL TIMES. ��s �o�LE DR/✓F /2 FT IMLL� GA7� p Ga�TA/G F) DEMO. OF EXIST.DEMO. OF EXIST. SLAB PAVEMENT FROM 33.9 CY j.RKAPP&ASSO�IATESrNC. /� .�/ BERMAN PLAN AND SECTIONS 4 -- 1qH 7' CIVIL CALE: I"./Li THE BRIDGE TO EXIST. BOX CULVERT OUTLET 1870 SF y J SUBMITTED BY: G) DEMO. OF THE WALK OVER EXIST. DRAINAGE. 1 EA 3-i9 CONSTRUCT ✓U�(/CT/O.V STRUCTURE 11/711 CULLA,Q L ENQ�INEERS, STRUCTURAL ENGINEERS, -rIWnr<un/snN sevniNe rROaec•r MANAGER H) DEMO. OF BRIDGE BARRIER AND OVERFLOW TIMBER LAND PLANNERS &SURVEYORS RECOMMENDED BY: DEMOLITION PLAN ' /--,OR 24 1W O/A• le C,01,05 PER pETAic aN 5/IT. 20 STRUCTURE, 300 SF 15892 PASADENA AVENUE � (^ I�- �- -90 S/ CONSTR!/CT ✓ZA1.CT7'Ou S7RU(fT6/,PE NO./ ,q-,R L/4GfCD ® Cow5r gCA-_4KAYY,4Y FACE v62/2Er 4•o L F , IN,CALIFORNIA 92680 • (714) 730-5757 sr.F�000 coNT l ENGINEER DATE F.B. REF. FILE NO. DRWG. NO. STD ON/G• 2-D/89 &_12_1Sh75• 20 $e 28 ON 5HT. 22 I ^ 73 If Q - APPROVED BY: a• 3 -,4'QO /2��1��95 /-,906-2 �! OF 33 ti R.C.E. 22015 °DATE FL000 CONTROL ENGINEER l q C/A/ rw'0" 15' lo�q�4MrRnM �T�. 9t3e.50T05rAQas944 SUMMIT AVENUE BOX CULVEhTS , �Q- - �� VAR/E5 GROXI /.O'- '?!14',4T 67A. 9tsq 44 70"�- l l2'4r2' /ITsT'1. 9t8/. coo REINFORCEMENT STEEL SCHEDULE Izv Sym. About =� .-{ BOX SECTION A—A B—B C-C Ti ., 4— • • � ------ SEE DE7AlL 3 ,BELOW FOR �\ti v � . . • .. _ i �X CULVERT i3�ETWEEN .Q ` 4 .) cV Ci - Bvr _ I j r� 9159. •44-AND +, yp Section Location: 5TA. 9 t el.00 From Station • �, • �-- � I 6 • �- OPT 1 • �� T-1 / �eS/ /7 L'OY�/' 73' FOR 14,BAR , a coNsrR ✓a/nrr 8 ��gAQs � v Optional Const Joint � � i 9 6.3 ��� 12.45 4; 2 SEE SNrIS FoA; � -� 20 M Width w W, l4'; w? lo' l4 " lo' .0 _ — D�,57eiBu oa, I Mame/ers 2 - ,r . He/9f)t H 2 CL. For district. ' r5 /n oy a�! G Cl-Bvr B_ Bar , 8 -Bar(A1�T W/ T� /" ! Top S/46 Thickness T� l - 0 //% l -0 CTYP.) s e pcf. on 5w r• /5 g-B ) I , 2rC.L. • 2" GL ism u t n r i o Bottom Slab Thickness OPT/OA, 1- TyP see Det. on s►rT is TOrP OF WALL To Slab Thickness T3 /2�- �4°it I �o/vTT C-Bar " �' L �+ 5/de Wall Thickness T4 914- lO" 9%1" ' OPTIO /fL — �- _ •8 -� _ C5-� 0-Bvr 2 GL. I T � !T T I Side Wall Thickness Ts !O" - • CONST. JOINT Z (TYP.) ' 4 Side Wa// Thickness T6 V,4RIEC_, 12 MSN �' - - ' (ALT �•-----� � / wr � /4-0 Wp _ /p-Gf 'P'2 � ��\� Longitudinal Bars I I 1 Concrete Co ver Y 3 CL. _3 C L. 2 -'2 "CL ,D-a/!R A-6�tR . NG/TUD/ s a ed equally . _� t t ,B Bar No, spacing � 9 C� %2' *90 /2" '09c� /. _ T6 _ z I l0 NAL ap p TRANSVERSE JO/NT /S'- 2'l2" BARS 0@/e B/ Bar No. Fi $p4C1ng #�o @ l2" Co@ /2" #150 14-11 GW I Bars 1 Len th /O _3„ 9,_ o„ /J,_ 2,12,, �;Z-see � h,� .• h2 + '6cn/o *Sp/o a /NIiErPT a I _ $? i "or No. Spacin �9 @ l¢" C - ----r� �` i ---�� 9 I cn C3-Bar g — — 3 coNsT. ,lo1Hr\ +; .1 / T ( J CONSTRUCT/ON JO/NT DE wL S cAC7. W/C,1-l��R� �: I 1--J BarS Length Hole. VERT. sr4 /'- 7" — - -� INVERT f-_ • C7_GyTR ' a ~ Const. Joint CZ-8vr i ( t NOT TO SCALE - } (RGT rV/CG GSR) \ �� a F- Bar {{ t , B3 I Bar No $ Spac/n # 5@ l¢ ` GENERAL NOES ` 45 "frl N 54,m." 1 . ELEVATIONS ARE IN FEET ABOVE U . S . C . & G. S. MEAN SEA LEVEL DATUM OF 1929 . 0J C. T 7 / �"� 2 . NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN SET , INSPECTED AND APPROVED. 3. ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN 1 ULTIMATE 28-DAY COMPRESSIVE STRENGTH OF 3250 P. S. I . � ,t1 4. ALL EXPOSED EDGES SHALL BE FINISHED WITH A 3/4" CHAMFER. IL 5 . ALL STEEL ADJACENT TO FACE OF CONCRETE SHALL HAVE A 2-1 /2" CLEARANCE UNLESS OTHERWISE SPECIFIED. 6 . REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE STEEL AS PER A . S . T. M. A-615 GRACE 60 . Alyr1L. / T A/or/F'Il'CAT/OA/6: 7 . ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "MANUAL OF STANDARD PFACTICE" . Cl 7 " Off' �ONrA1A C945N,i2AL /YOrEs +uv NOTIFY : 8 . DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER LINE CITY OF FONTANA SAN BERNARDINO CO. FLOOD CONI"ROL OF STEEL UNLESS OTHERWISE NOTED. �• �C�� GENERAL NOTES (STORM DRAIN), V 8353 SIERRA AVENUE 825 EAST THIRD STREET 1. The construction of all public improvements shall conform to 9 . ALL BACKFILLS AND FILLS TO BE USED AS SUBGRADE SHALL BE FONTANA . CA 92335 SAN BERNARDINO, CA 92408 these plans and to the requirements of the City standard TELEPHONE (71 4) 350-7610 TELEPHONE (71 4) 383- 1655 COMPACTED TO A RELATIVE DENSITY OF AS UNLESS OTHERWISE kki Q V Q specifications, Public Works Department. City of Fontana. I SPECIFIED. SO. CALIF . GAS COMPANY PACIFIC BELL CO . v 2. Construction permits shall be obtained from Fontana Public Works 1981 W . LUGONIA AVENUE 3939 CORONADO STREET 10. ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAVE A MINIMUM LAP Department prior to start of any work within the city limits. REDLANDS , CA 92374 ANAHEIM. CA 92807 • OF 30 BAR DIAMETERS OR 18" WHICHEVER IS GREATER. TELEPHONE (714) 884-9411 TELEPHONE (714) 665-5494 3. Stationing refers to the centerlines of storm drains except where 11 . PIPE SHALL BE IMBEDDED 5 INCHES INTO ALL STRUCTURES INCLUDING otherwise noted. SO. CALIF . EDISON COMPANY UNDERGROUND SERVICE ALERT INLET AND HEADWALLS, UNLESS OTHERWISE SPECIFIED. 300 N. PEPPER AVENUE TELEPHONE (800) 422-4133 4. All exposed concrete surfaces shall conform in grade, color and RIALTO. CA 92375 12 . ALL BACKFILL AND FILL AROUND CLOSED CONDUIT IN 'STREET RIGHT finish to all adjoining curbs and sidewalks. TELEPHONE GROUP W CABLE 8561 NCABL AVENUE OF WAY SHALL BE BROUGHT UP TO SUBGRADE OF THE ROAD OR TO 2 (714) 820-5598-UNDERGROUND 5. No concrete shall be placed until the forms and reinforcing steel (714) 875-5100-TRANSMISSION 8561 NU CA 92335 PUBLIC WORKS INSPECTOR AND THE SOILS ENGINEER SHALL INSPECT FEET ABOVE THE TOP OF THE CONDUIT , WHICHEVER IS LESS. THE has been placed, inspected and approved. (213) 637- 1233-PIPELINES, OR TELEPHONE (71 4) 350-2344 ALL BACKFILL AND FILL ABOVE AFOREMENTIONED LIMITS. (800) 422-4133 6. All underground work shall be completed prior to paving of FONTANA WATER COMPANY APPLICATION FOR AN ENGINEER OR 1NSPECTOR IN CONNECTION WITH streets. GENERAL TELEPHONE COMPANY 16803 SPRING STREET THE WORK SHALL BE MADE BY THE CONTRACTOR AT LEAST 24 HOURS , 7. Existing underground utilities are as per the available records. 245 N. MOUNTAIN VIEW AVENUE FONTANA. CA 92335 BEFORE HIS SERVICE IS REQUIRED. The contractor shall be responsible for verifying the actual POMONA, CA 91756 (714) 822 2201 13 . ALL RcINFORCED CONCRETE PIPE SH4LL BE BEDDED IN ACCORIJANCE location and elevation in the field. TELEPHONE (213) 357-2257, OR WITH LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STD. DWG. NO. 8. The walls and faces of all excavations greater than five (5) feet (800) 422-4133 QUANTITY NOTES 2-0177 , CASE s13. SEE BELow) in depth shall be effectively guarded by a shoring system, NOTE: NOT/�yUN�E/2G,40UN� sloping of the ground or other equivalent means. Trenches less $E,P�//C� eLE,?l-CALL TOLD f�R�E 1. IN TRACT QUANTITIES ARE FROM STATION 28+18 . 06 NORTHERLY ON 14 . THIS STORM DRAIN WILL NOT BE AC( EPTED FOR MAINTENANCE UNTIL than five (5) feet in depth shall also be guarded when /- {NOF2K/nrG OAYS' THE STREETS HAVE BEEN PAVED, MANHOLES BROUGHT TO GRADE, AND examination indicates hazardous ground movement may be expected. B�FTOFZE YO C/O/Ei FOXBOROUGH DRIVE. THE SYSTEM IS CLEANED TO THE SATISFACTION OF THE CITY OF ' 1� 2 . QUANTITIES INCLUDE LINE N-N AND LINE 0-0 PLUS 2 EACH CATCH FONTANA DEPT . OF PUBLIC WORKS. s A 9. The Contractors) shall also obtain a permit to perform AVENUE. SAID FACILITIES M ` F SUMMIT MIT excavation or trench work as described in Note 8 above from ARE IN THE CITY OF RANCHO BASINS ON THE SOUTH SIDE OF SUMAND SUBJECT TO REVIEW 15 . THE CONTRACTOR ' S ATTENTION IS DIRECTED TO SECTION 7- 10. 4. 1 OF \ \ Cal/Osha. AND/OR RELOCATION. CONTRACTOR SHALL NOT CONSTRUCT THESE UNTIL THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IN \ 10. All manholes shall be constructed 6" below pavement grade and APPROVAL IS GRANTED. REGARD TO SAFETY ORDERS. \ brought to finish grade by the paving contractor after pavement ® is in place. 16 . THE CONTRACTOR SHALL CONFORM TO THE 'MINIMUM PUBLIC SAFETY REQUIREMENTS" AS SHOWN ON LOS ANGELES COUNTY ENGINEER STANDARD r q 1v 11. Immediately following removal of existing pavement or dike or CoivSrRvcrio1v ivorEs s o41A/`/T1TY Eel-1A4A TES 5-2 curb and/or gutter the Contractor shall diligently pursue that TEM OESCR/PT'/O �\ portion of work to completion. MA5 e sue/Hgsr6P C/ ToT,4Z (2) 17 . ALL PIPE SHALL BE PLACED IN A TRENCH IN NATURAL GROUND AND/OR/ /V PGA/V PL 4N //V 7, �q/yT/TY COMPACTED FILL. THE GROUND LEVEL BEFORE THE TRENCHING SHALL o 12. All C.M.P. installations and connections shall be made per / CO1V.67 /,&`,ec.P. 7/3 /50 950 lB /3 L.F BE AT LEAST THREE FEET ABOVE TOP OF PIPE ELEVATION OR AT � � manufacturer's suggested method unless otherwise specified on the - _ FINISH SURFACE ELEVATION , WHICHEVER IS LESS. z I plans. 2 CONST 2/"A?C'P 43 15 76 13. If during construction. ground water is encountered. a system 18. A PERMIT SHALL BE OBTAINED FROM THE CITY OF FONTANA PRIOR To s approved by the City Engineer shall be installed to dewater said 40 GO/ G.F COMMENCING ANY CONSTRUCTION WORK UNDER THIS CONTRACT. CONTACT z area at the direction of the Soils Engineer. - - - THE CITY BY TELEPHONE AT ( 714) 350-7610 TO OBTAIN INSPECTION ��' 4O CONST. z7';Pcf? ' /32Z // ?/ 249-5 G.F AND CONNECTION PERMIT AND TO MAKE DEPOSIT FOR INSPECTION BY 14. No trench backfill shall take place without prior approval of the BY THE CITY OF FONTANA . Teta QHS \ \_ City's Inspector. 5 CONsr3o' c.P __ //8 /938 2 5/v F exposed metal surfaces shall be galvanized in accordance with �o CONST 36 TIMES UNTIL THIS STORM DRAIN SYSTEM IS OPERABLE. the City standard specifications. `;Rct? 19 . THE CONTRACTOR SHALL PROVIDE FOR CONTRIBUTARY DRAINAGE AT ALL 15. All ex p O /895 �B9b- 1 7 C0,1V5T¢2 R. eO 7 eO 7 X ZGl x. ►N�Z / SLOPES. - 16. As-built plans shall be provided to the City by the Contractor. A,6'VE ,5'",1X. IlE,2T/�4L 20 . THE CONTRACTOR SHALL NOTIFY THE CITY OF FONTANA AT ( 714) 350 BO CONST. 4b"e.c.P. �5ccs 7610 AT LEAST 24 HOURS BEFORE BEGINNNG CONSTRUCTION. ;e-0. f - TANK 9 co/vsT.S¢'�2.c.P 2oB8 ZoPB 21 . PRIOR TO START OF ANY CONSTRUCITON , THE CONTRACTOR SHALL \ OBTAIN A PUBLIC WORKS CONSTRUCTION PERMIT FROM THE CITY OF /y Applies for sheet nos. 1 r 2 r 18 & 19 of 21 only /O CONST 6a"R.C.F� _ 679 5 T3 "F FONTANA ENGINEERING DIVISION . // CONS%• 72'",P.C.P. Approved for improvements within the City of Rancho �; 8r. 7 967 4.F CASE 22 . THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR - -- -- --- REINFORCED CONCRETE PIPE /-_ FriCucamonga City limits only.o /2 CONST 7g'"R C.v. Q ?O/ G Top of Beddmg8unless otherwise _ ______�-----Bockr;n as �pecired ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON, / _ T g IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE �� noted in the Specd,cofions.--_` COYerL' ---Excovored book or sheeting CONST 90"R. �p0 r, PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN r grad f pipepA to f;, rood one andthe p:." -e,de/np e ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CONST. 7r(�)X 1Z�IW) R.C,6. v.oee ape 3p. o,vn•wiaq;h.'�� ;<mn- CITY. h Russell H. Maguire, RCE 22397 Date [� _ methada,as. labe ° 2 9/ _ Z 9F Engineer 50•ml- -///S D' m/n. Engineer /r Beed;amoler/o/below bottom City 9 O CONST. 7��/)A 7�VW) Alc:-, 2p8 20� G.F ofap• shallbev;2D'f°r pipes Tj City of Rancho Cucamonga 39'One larger in dlomeler,and _e.eeinvA 23 . ALL STATE AND LOCAL TRENCH SAFETY RULES WILL BE RIGIDLY \ __ / I /6 CO S T• 7" N dome pipes /it less occas n r alp it b, Excavation,o this/Inc perm/rled ENFORCED. N X /2/w O UTL E T ^TIPUCTURE ( / EA less than/'be/aw awry bell ar Collor 3. CASE M BEDDING & BACKFILL AROUND PIPE (Load Factor 1.8) 7 I;�, /� co/vsT T/2AN5'iT/o/vsr,¢ucrU,eENo./ N'/M./•,! ( / E�1 •ral•w•or;vrrnpnrphn.shol/oaf b.hes_,honn,.fopaw;np:6-farppes0•ar/res 24 . CONTRACTOR SHALL FURNISH A LETTER OF CERTIFICATION FROM PIPE __ __ !n d/omefrr,/O•for pope 63•to/OB ,nclusive ;n diameter,OW/� fa-pFr 4 roc's than �•• MANUFACTURER AS TO TEST RESULTS OF PIPE INSTALLED. roe in diomrfei These cimrnslons moi ;nc/vdf the fblritnrse of any Sherling. m/i/. 49--Z04162SI-141-4 B.E /350-0. a /B CONST T/PA/�/S/r/ON sr,PverU,QE No. 2 w/M.,s! / / *WWhere corer,s/0•or less,-W"meosured of the lop or the pipe moy be any �- on pr greater than /he onar, saeeifi,d min;,rwm,un/res Otherwise ,n,C;r„d 25 . R.C . P. SHALL BE MANUFACTURED AND INSPECTED IN ACCORDANCE WITH --� -� ---- on the project dioir/ngs. /9 CONST. JUNCT/O/V ST,PUCTUfPE N4/ 4 !�(c1WArre Carr is yreatr, rAar, lc -w~m,asared a, ,Ae tap of,Ar pope shafl�aler SECTION 207-2 . 7 , 2 .8 & 2 . 9 OF THE STANDARD SPECS. FOR PUBLIC 4�r4 p eater /Aon /D for pipe M d amehr Of less,or /2'fc: pipe over 1.,9.m .- diameter unless Me contractor of his own 04PM a provides Case I bedding or WORKS . r \' stronger pipe.These dimensions/~#P the thickness of any sheeting ZO CONST. JUNCT/ON 67-,e0CTIJ,PE N0.3 3 GENERAL NOTES m 26 . ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND ALL QC �\ /Use Cose Ill for RCP and ALP.,Cosell for vitrified clay and p/a+r concrete ape unless otherwise specified cr cp 2/ CONST MAN//OLE /VD, 2 22 22 E shown on the project erawMgs. o OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE i � T //VC.ETS'-saE s/•/EGrs Z f 3aF 2 Bedding A shall be composts of sone. No.3 or No 4 crushed rock or grovel, or T S\ 'A�E I` Ni�WKErC/C,eal Wr47R0 L AL N - - -- o.n,r prams/or material as may be sp,Cified or alMrwrse opprovee by the Engineer. rhe maximum site rock CONSTRUCT E D AT THE SAME ELEVATION AND LOCATION AS THE EXISTING 7 22 CONST MAN//O L E NO.¢ 7 �fi w grow/ shall be N0.3 for pipe 27•in d'amel,r and larger,ono No 4 for prpr smaller than 27"M diameter Bedding B shall be composed of sond or other gronuior materiel as may be vecif,ed or orherwIMPROVEMENTS,P R 0 V E M E N T S;sr , UNLESS OTHERWISE SHOWN ON THE PLANS. approved by the Engineer and shall be completed prior to placing balance of backfill 7 i^r- /r-- �^ ,Gtr//�/�/�Nl��-a�•T�/ �� r r 3 Concrete bocklil/ where col/ed for on Srd Dwg.2-0213 a, where specified on the prajecl drawings,sho//be 27 r-`�L �/�C:.`� /r LL �C G�Gf�Tr F /..-G.-' L'/ lQl �'�'� CLEAR/NQ' 6,TUB®/NG L S 23 Co/Vsr CATC,y BAs//v Ale? 3(W VAR�E0,/o/ /¢�2/ 28) /8 4 22 EA MAS, �> r�,�/T�1 p-G0�10 O�+Tc� / r O-C-2000 concrete poured wall to roll of trench R.CP from lop of required a,) /o o minimum depth of 4•'over lop v. o/ppenCoxrere bockhN enol/be used for RGP and ACP as repaired on / 4=PALp4y 1 �a. r 6 CQ• Sid. Owg.No.7-D213. M����� �0 2 PUBL/C l/t/012fCS //vSP��TOtP��- L4CCF P'TANCE _� G I PoTKacE Ex/1T UTic. 24 CONsT CArCN BAs/N No,6 �W=/7.4) J p ¢ /Qf...Q � � 4 BeddingB shall contain no rocks larger than 4-mch f`•� /L _- / P ----- n neatest dimension 29. ALC �fP w/T/-1 VFLGC/ -S E kC� ivG^ 20 SPS !i✓✓ G Ieemenl ' Fr. /IC Olw;r 2/Go /Go SF . •LOCAL OEPFZESS/o/V /Vo. 2 �Co.usr fwR sT. PLANS) s where rocks ore included in the bedding*nesting' y� (/E /�2 " TN/ef��/�1EG7 //`/ /E27 J� �Sr���'//•r/ CJYE+eP/F � thereof will not be permitted. REPLACE iTx. AC aVMr 2/Go �/ SFJ 2G LOCAL DEP2ESS/o/V /vo. 3 (C'OAl97T PER ,ST. �LAAJ9) ',� / A / /+ �+ 29, P/PE.S 7�0 BE PGVGC'ET� �✓�Bfe/c,��/YIOtPrAR ,�F ? L 27 CONST /2/P/PAP PEe2 OETA/L / cr- ✓ T� OY�/ � / Y O �l / ' C J � o,Pq�..v� L s - /3 7,S -4 75 - / MI ' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ----- ------ - o ST _/UNCI/On/ STiel.�7-uQE No_ ¢ DEQ GENET 'tiG NOTE NO. /3 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE O QURNT/T/ES G TiivUEO CONST 141fAn/N04.E n/o - - CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS �CArCN �4.SfM-�e SfyEET//aF oEScfe/Prion/ GrUANriTY 1 THE EXISTENCE AND LOCATION OF ANY UNIDERGROUND UTILITY AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINOUSLY NAWKEX�CP,AWf?7A'pCSAfYYI�BGF�f1/YS.' o sr C Tcr/B�srn/nio. / w�3s 2 2 tea. • PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CON- J9CALE / = /000' QUANTITIES SHOWN ON THESE PLANS ARE TO BE VERIFIED BY THE. BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR / covST�reoo, P�ocrxTs''24;r2¢/�cET ¢ CONTRACTOR PRIOR TO BID AND/OR CONSTRUCTION. IF NO TRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER , THE ENGER KEY MAS DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN E THE CITY OF FONTANAHARMLESS FROM ANY AND ALL LIABILITY REAL CON57o-2NC ENGINEER PRIOR TO THE AFORESAID TIME, THE TOTALS WILL BE ON THE MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CONST. CO/vC CONSIDERED AS FINAL PAY QUANTITIES FOR ALL WORK SHOWN ON CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE THE PLANS. ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. OF THE OWNER OR THE ENGINEER, AND CITY. Not Dior! flan: REVISIONS ✓ CITY OF FONTANA CALIFORNIA.-- PLANS PREPARED UI PER THE D IAECT rON OF, ENeQ % Bench Mork R KAPP& NG , © TDDE ckRANC DG alo/vc _ - __ PUBLIC WORKS DEPARTMENT Drown by: STORM DRAIN PLANS Scales VIf �• P• .�/a�/J Co.vrrP/Jc?•oAts /!r0 CIVIL ENGINEERS,STRUCTURAL ENGINEERS . - - � 3 2E s � �►.,,,�• 27-9 LAND PLANNERS,$ SURVEYORS H.A.L. TRACT N o . 13750 1 •=40• FHE 43 - R.R. Spike in E.P. by PP*1536663E S' ly. I 15892 PASADENA AVENUE Data: IN;CALIFORNIA 92680 7.14 7 0- S7 Designed b : T ride of Baseline 2P0' +/- E' ly of Cherry Ave. N ( ) �� R.C. y r/ r�.�.:+ _"Ea 8_2_8 4`7 /� /� % Checked by: _ Deg. No. / - /� , Elevation - 1313.04 �.F: KAPP R.C.E. 2201s �► _ Approved: r ` �"yt - = �', J/ r . _ - � , •_ I s - • . l i .I I I I 1 SII 11 �V �,V \ N --,--, ,,� . , ���� I I I I j 'I:iI ' I j i Q ll �•,--•�•• �� __ rI. 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V 1\ I I j 1 I ,� % - N I 'I' k. ,:.;,_�_ i_ ,rt...--,i1 els.. �1; •--+_.., _. � .. .. ._ ....i.._ �u 0 I - !, {- -t• M ) o Z 1 - i 1 { j S �cSfE'ADrW6' R�A�% R. . ; 1 1• J �� ? AGI► .1TiONAL n_�rW/ 9 1 i ! w I 1 ; 15" i�530 /530 :CONST.4-7 0 L.F. s2 tU��PI • : ? � 7� P r' , P� 39�'iP•E'P�'' '�/-5 � i S : �� � / IVST�O.t�L.F i : 7 Y,l�` GDS=O.f�oO$ l Pct 60A161737 /0 L-F �� CONST. 20.614.F. v_,5.aV F'Ps f i �' �Eso a i f } i I1 1 1 'b 1/=2004 F'P6, j i f3�D Z76 110/ tee. ��r 1600 Qz5`3.9CF V=9.55 F_pig Pcc,o V° /4.9/ F-P5' 6 In 1A NZ ; i �f g j i t i i 1 II W I Q �� g p a� p •1► / , , 41 , .L fivr= 1 J &� /4-, SC. { J ; ; i l fl _ i 9 SEE 6,PAU//Y:S PLAN j ; : • o� tb 5 0 X530 s �r COMS7. 4!9.'06P L.F' ' QZS•//.O-,r>�a` i ' ;. �•v r GtDNS P�35 F. �s 0770 P ,o �P aro P @ S 0/5 (B�iP.C.P.� S-O. 2 CT Q•C. �C'� f QZs'4. 0405 �S s fiiao D Qts s�7 GF$ i c''"c i 1 Vol FPS. s Pc p G� V-(('�� FPS V,/3.019 FPS.' s N a N � n � ^ ti � h h M �a l.� a o 4 to i 1 1 i i i i i , : �,! \ • i . O .4` ` i - 1 \ O I( I _5CAL i i O aO . j AV ! N©R/ZONT,4L -!,._�/ Q I w • N N : r • i E ( AG r 1 } , r , L. N :G SIN L lt�/� 'F - 2 ro T(P/pel �T t ror TtA or Tt � � _____ _� 1 NOTES TrA(Arch! Sts Nott 3 _--� - ( ( --- -4- - - - - - •- - - a• •, •W,1 a - g f IpMT t i s ! s i -S 7 e s 5 ♦ 1 -1 w [rxl .... to t0 .0 t0 q t0 q t0 q z0 ,O 20 , f 0 f r TA6Lf ofvnlae3 lta•7`Or�A7'hr5 plan �� 1 � --- _ -_ P to q to ,qWo a o Io o to to a t 10 20 to 20 a to ,0 20 ,o zo _ + I _---- —, t i f 2 2 �.i • • 1' P _ • ► 3 •_ eve •/2 e 1 •�t 10 • lo •2-CENTfR OF MANHOLf SHAT T she/l be lncotLadcver center hate af3ttyr77 , . ii7�zi • i y„ : 7 v: a 7 {.,'71 7 . 1 ,y a I , B� ..«, r1 a • _l• -r_ . .3 7 7 - f- -- - -- ('t fogrs to be rvuunC +d PI a o► i i i i • s • f f • i i • a Io • to { to .er b.•,. �. drain when d,ometer 0,i9 48'or•les3,rn which co3e place f bor13 rn• 1 •ve{ [ a H{ s'/ vr;5 • I to 3'QOdIW Optloral ovf3r:19 Arch ; 7 •t.•- w-- { i_ � � i a i 1 1 { t • 1 J• / 1 t { 7 { 7 1 7 • t { T i[ 7 7 7 X12 � 1 7 i i •7 •i 8 �,1 r--- _ metrrcoll oround3haftof45'wrtheenlprlrneorzdrm•t.lbur3 A I A t re,e 1.-,yam e-�RofnJts w6,E hors - _L - ' - r fbCe ofcor)cfvre sr• . i . s i i . i i i i i i 4 i” - - - �• ^• .d �1,1t-- _ - - - _ _ • �«,••.•._-__-_- C[/Ci :.:7• �.•. f• , �f'f-!q t110�it0,251171„7,2 i2/M.21.2,39 ilfjil],S�ts9i.{ { ,al \5,1, 2 203 Ir.,• i, ,2•,,9s 2.,22 i2a 2.1]01 -„ __ _ ___ 3 Of T4/L When depth ofmonhokfrom3trtr�rmtr,lope•`txar 3 3 + _ �r i ;v I r3 less than 2`1CJ YedSf/tf/O+'3'6'for-r:Ipo✓Prt 5tirrf.c0Mtr R.0 R'ps _ - - R. C. Sar «.w.«..« �.ri s !i ao a• ►• it �• io a\ s• a • •z ,os to •i {z's• ►t tto ix.,. i.f. ,ea to ,ii ,.i,]o,n,{o,f: ,a ts, ,3, ,n ul,9•,•o s,s fttti •� ,� j T -ac ' o - G,H Dors rt A I ;/ 6bdius•10of r'or - X-0,Iona mono/ithrc,shoft,7s r�torlM Shoftfcron deplhnfmvnfx�rerra or - or A I , -r I 1E I R.C. Arrh * rano/ coh3hTttfton _ "O'moxrmllr� , _ t be consfructedo3 per Detail M When dlvmeter D,r5 dN'cr ie9%center R.C. ArcA 1 D t --- — '• •••'«•• "•••r• •' z •.e "•• Y.-1 L_ J O/nl: M, II. l i'T t'� if'-'•'T,o'll d tw' r_ ,-1-3 •4JDorsd B/ort9 -- of3hoftmo maybe per 2 ' I -.l s ; ji2 w - :.-: Dburs 13bccT»Yodd1 bars y .:--..., . , r� Box or arch to Pipe-use rAN. -. - -t° z ta_ r' r — - - l 3"o C .._ , 4.-T111CKNfSS Of DECK shall I'r71 y wren/tC ceS50ry teen' �IeYLDJ p pesL�t, 1 ,. cons? it of her or orcA. 1[MNT s s t s s 1 o tt i s s-- lo-, -i 1- - i z` -i- e -s- i o n _T2 i s i�- _ - , 6 ac to inside e PLA N butslallnot beless than tabulorwwlues fb/fstxJwnont/lrsplan I [«e e... t0 t0 t0 10 20 t0 : 10 [0 10 0 10 20 ,0 !0 ,0 0 ,0 2 ,O 20 to 20 10 10 1 20 a 20 ,0 !0 10 20 ,0 to ,0 to ,0 t0 to to he of manhole I B Box to vrcA-Vss const - All T, • q • • • • • i, (Rrn sand cover not shown) 5'Rf/Nf017C1NG STffL tc be per 2 0171 clear fMrn fbCeof concr>cte ---__-__ _-3- - SECTION B-8 t. of Dox. j e.r. tr 9 • A s • , [ io `� =t- , l ,: • tz e.[ ,2 f , f ,. f r ,. ,: ,. f r • ,o j,. ,o ,. a ,. „ ,. Tie bar g �� j �[ [1ilT�,; i_ Io.V lc 642 atT 162„,1 9 IS it �3 „ls Is 941 1 ft•2 t�lT ilY 142 ,o qt,�I,.-trtZ ty r:+ •t tR.«1 9 i , /- ff 1 il" t- u i n ev 1 s -, f 2 9 t f ,2 s ,z4t f' t3 io U t0 �'a a ,.S io ,o- S q j.r tp ,s „- is I t Street 9rode Concrete rlr]99 - w>k SS 5llown Cf/rerwr,e _ 6 NOTES ,,,, I Omrt thr9step :S'T/'Rrr sept A47r Mrn 6 STfPS S/al/be /burxf,g171vt7nrlBdslEPldldJnchcrL�d/rGf 1e19 -__`�� 7 a ,: tt I, , ,o u u w „ ,0 9_ 0 9 i o 9 ,o e_ ,o a f 9 , o { , t T ��-`- - /. The horlrarNOl of divergence or comfier ce B $hall not erlceed Se 41. •-a t?I•._.N • i ! i f i \ i i t s 7 • z e 9 i 7 i 7 c i i e 7 t t4. ro - -- for StrY'e15 !! 8 tlrOn 6 r/K/1e5 rn the wal/3 Of3frUCfUrLo L+n/eS O1/►Prw3f JhOMrI �T A . a►�y 9 Qen , s.. .. { Y i T • i i ? • • i i i i i t { i_ is_i • 1 T i d it ii i i i i ° irnpc d3t .et5 _ _� -__- _ + ( Pel Or 4 - I rn h r r r Jh IJIe/tAOI/01 ' ""•"^ r _'. _ _:°3-4;u 3! :n 3-f -11 3_f b11]_f]_I 3- S fl3-e 3.1 3-f 3.7 3•f 3.7 4e 3.7 1•{1 w 1-a ff.!Y . a . 9 u.t Y Rslnforcing SJee/ bOr J/Ies, SpOC ng, pa1/C O d Core O e e _ os..•«..11 t .0 o 3.0 + o-o e-i o i•7.-i -o s ro i i T 6x e r Gi s-ii F,i w-u•-n..,t.•.. s a s 7-o r . i o s o n o o :t :\ • 1° i•o �•.•PLAN n bnr T -r t �r un vcd strsil6 l5 the 5pocrng stall he/4 90 r.5o c�T7�Ao»eststep�lt�Inot be nx�re than T T t or Tta or Tt 8 [00to(ArcA1(5hoft not$hpWn) 16'ttJr palgDd3fr L�t3 St1 NO/1 3 T OS 101/Owb: } i". w i E 7 i it Ti iT T i 9 ii 7 i_ i i i s 9 i i_ i i i_ i i i _ i i i t i e i i2d :6" 6 H bar 2'-6'obove the invert.�ae Slo O,s 2-0 Sb t Box to Pipe and box to arch-that of boX section. t • o.. t= j7 a - i_i l l.i•z. ii t_i i-i -i I i i-i a-,s_T i-i s.i i-f s•7 i-i 3-7 s i S 7 II-,S•i o t{ 9 f S 6-0{.{„t.1-u•i•-i i it _�]t Zll u1po9rtdstrr05- V moble 7- PINGS,REDUC£RANOP/Pf forocce53shoft5!•,ollbesecterJ,nrtxrNbr Arch to 1 e-that of arch Section, j s a i i • i s s i i i . i i 4 i i s-s S 3 7 � 7 i . i i i i D i i i T stoKo lRv[M ,- manhole frarmor d it tom] O Tt P P ••••'• r at . i .. io ., 7._i y. .o s. 799 3{ o VSs s . `'':: f hors and neot/ pointed or wrpc-1 inside the staff g 1 �, PLAN Arch to Orth— that of arch sectlan havin the thfcter �Ol/s. R•Y l„.•n•• M/l/ ,912172]!!13110323)007701•. 327760773295.7{233!•09367.20.02.1/4!3.2 .. "1.. 1•ea's JTs .esisz2 ••fSf T.•d ,•9215 ss 3311 3a+t 131.7 Xr�ef nver`Plan Ab20118/ s; Jam , 8-STATION,yof rnanhclesshofov17 Bopp/yotcenferof3lorf The bar lengths shall vary uniformly throughout the transition. i 1_ ...1_ _ _ �4Goly stave/ _ Cor2cr ite rings and i 6_<Pbund flevntrons shown ofsto frons refer tbproior"lr l�rtgrt ttlines T J. TAe concrete thickness_IAo//be as follows: 31@05 --------• Z4' ; r,dLcer,PbnAb2-D107 t F - es f -- 9 fL00R of rnonhMestall be steel trove/ed to springing line _ _ IEI Box to pipe and arch /o pine-what o!arch a box sec/ion unless the r( Std Dill �.-Mrrnmum Z' 10}with = •R X) BODY of monhoJB 9t1o/1 be poured rn one ca rtrnuoUs opert7trpl i, rT t 4 Or TjA a Tj \ Tj waft thickness of the pipe plus 4 inches is realer, in which case «' • '•��"�"• g 14 , '4 0,16,...R 119 it'too f9»1 — 2-D� 3.O'- h �T(PIPOIOf See Nott 3 -� the concrete thickness shall vary uniformly from that of the arch or ..,,, .r e•le•1 • povedstreet9 � • ,`. except thota corkstrt rtx�r,Jornt witho longituartnol keywt�y rnoy T Arch/ -� _ - - — 0 1 iA( _ box section to JAOJ of the pipe wolf pias 4 �TGhes. a9•e t•f c• °: "I Minimum 3''6"with -, bP Inced of the spry+ r line _ c.+=-�- T -•�-*--r Via' �-~*- N- L pNG+TIt L AND fM81 sig Eng!P 3holl have the tb//owrr rv/ve9 �•-� Box /o arch and or, /o arch-fAol of/he adjoining Dox or orcA ► \.. 3-srRpeS�ot•, �' ; unpaved streets v f D7N N ►q T T- \ y, , - _ See Nott?3 DETAIL M unless otherwise shown on plan 1 I T between of each end o/the Monsft/on and shall vary uniformry I J O ••s• - for D •96'or less L'•5''6".P•3' I between the two ends. ••�-""® ��----T--- •.•.«. -. "'^•' o' t: b- .'4f bots r P (Stt Nolt 31 4. The Interior surface shall be smooth and vary uniformly between /At /wro -. [Hca ' Round ,'Tie bar (see Note 3) DZ over 96', L•6'0', 0•B' adjoining sect/ons. 1 r •.'11- +:•t•�R 1.-- -I 'b.. Is L may be increased or loco t A7n of mon!>,ele shrftc�l to meet r ends ~ edges l J bars y PPP I S. A/pipe juncture,embedment P shall be 5 inches for pipe sires of 96 AAches w.K e1,,, ori'/ c«., A -'; 3 • e e«. o is 9 1' �s r i fine TABLE OF VALUES FOR-F- When L greater than ftatstawn obrae rs3p6cifA9'd,O bor'.3 Jtall be - - or less, and B inches (or pipe sires over 96 inches. -r- °•`"'c"" A 1 I [-- .... sgtg�•At�_ ry•ng ng P P I� t 0 t59 t fell AST•[Y21tT• •Y R1V RT• Inlet e%rotion F D F continued 6"OC I 1 -J-'' lr_ �-sill 6. ftp 1000 p.s.i. of 28 days. ;1 _t NIN n..,-_._ _. --�'!_1i• - I opplie3 at thr5 point 6t 1 i!1 ! IZ- D BARS 3holl be'4 Ibr'DZ*39'cr k-s3, •S far 9r-42'fo b4'indu3tve 7. Ktyed construelion joints o//Ae same dimensions as those of 160 box ` .,t • '« ""' "" 2 � 3r•"'t.� ALTVtNArnrg wvERTs . 9 i T +7 and'6 for Ot-90'orover Tie dors shall be'3 bora 1 g . „e..� I I ••'•» ---- -- ROOF SECTION 1 4,18bcboth tiv 3S la 42' 90' 13 _ I E/Iv. or arch section may be carried through the Irons/lion structure of /At ' '✓7•'1ye'• XV L3-fC •3000 PSI of 28 oby5. eontroc,ors option. See Set. B-B above. •a Ctw ( Res _ ___ GENERAL NOTES " be used when lir i3 45' / 96' 14 _ - SIO. -•r 1,1„•• SPANS,I Or T HR U 14' For bends wiM Spon o+Height Nt{MDR"of those shell I,setill 48• 1 1 Q/4-t„enterline of inlet piple to in t"ect insAe face of Cone of 4a ingrn9 e• The transition structure shall be constructed in eccordonee with the genertl � t t1 usf nett greater site bo,concrete dimorrs4ons and rr.irf,,.,,eM ' 60"or Over. C_ ,y:,r g .R«..w» R c f l cnonges in b«I1nil and ql o f l tllt SECTION A-A _ _qtr_ structural notes applying to box or arch strucwures shown on the project � ,T,,, Makenece,,,, I 51' 8 108_ 16' line unless otherwise shown '- L. aw.,r I .„,, ,,,, Ape wat/evel 54' 9• 114' 16 O 15.Where Pressure /Vonhole No tis sp'Krfred on pkt,-' see Sid Owg 2-D2/0 T � '�T��-u�i i S►o. drawings. &PERSEDES STD. DWG. N0. 2-0185 \ "' " •,, , __-_ m ouoro ses ore apwo.lmote one for design D rpo919 onq E DOr n+ See Ab>p d 57" 9 I 1)' Hole 3, t T(Pipe/or L Tf 4"or T or �� - � "�"� - :� •'r'"'® • m For bones.th Spon or Height or corer grater thein the"12,o..,in r SUPERSEDES WING 2-Di03 T Ar J,A 3 +— REVISIONS LOS ANGELES COUNTY L _ tobles,o speclol design is rfo�red 60' 9 I 17' Jx(Arch) See Neils 3 _ 10 1 . l / REFERENCES REVISIONS LOS ANGELES COUNTY �— •••'«�- - c.»I --- l •CARR DAT9 Da•cR,►T,o« FLOOD CONTROL DISTRICT - - i .,,D n i , 13 11 2 01RE «.ww oATa D■ec.,.7ro« FLOOD CONTROL DISTRICT 1[\MI39.71 1 M� .TRU +��RE y -1 �'°'N'• 0 If is ba are o roe►mnote rhe 160•look on•wY efh[r se[ T {•Ie�y .� 'i Don on DI holt tpoceq bpene IO'-If,/111,4) 'e bon y Pr' T'4 -!' r D �i 7 i!_ 2 0171 I 8.53 !r�vrsed a N0. I ' �''2'' - I- ° --� m Praeel per"ndch amort aP•-ve, 0, ' : t ?•9181 o b•33 CY,n drnert MANHOLE NO. SECTION A-A �- ---'`• .�.M„ � Pcc vdaoeF9,wo.h\o�+gcn/n.al-lxw,t ,rtt�q�� TYPICAL SECTION-SPANS R'TNRV�' Stallard Pion DeS; boo Coil MfNow/m D1t•ef 210210 0 0054 AddE'd note PLAN. SECTION AND - - L .__-,__fit_s..,._ _ __ - Tr _ tt 1 2-096'w 4t /D-5. Added Hole For•.gip,end t3e+e{.Hct r,eR•,, 111 _ DETAIL _ �� ® 11-9- Step Soocmg �3!' • ' � --[-- i - � Ar.woveD 1. a At•►woveo erYPLAN SECIM • WALL SECTION STATE OF CALMIORMA �--- _ � - TYPICAL SECTION-SPANS 10'TNRV 1�' f•• - Gam ntJ ;. j1/ '� Arch may have o horseshoe-shaped, -' ,, See Note B .. .•.»«.... C.W.H. - pp cireulor,a//lp►ico/or similar cross- `"� E TFON -p aueM 7 6 12 s3 do 184 section. fe., R - NOi2»ct«taw SPANS l0 TNRU 14' • ...c•e. •H H E.D• OEPART\�NT Of TRANSPORTATI01{ S w• DAT[ c«•c.ro SCALE DATE �+ G e in) N !MEET o, (Its e— NONE MAR.'57 sHErT 1 or 1 SINGLE BOX CULVERT 080 MA IVHOL E IVO. TRA NS/T/4N S?"RC/CTIJRE /V0.1 SI N46L e BOX CUL VERT SEE A00/T/ONAL DE 7A/LS ON5F1EE7-/9 QApplies for sheet nos.. 1• 2. 18 & 19 of 21 only REVISIONS NG� G7 CITY OF FONTANA , CAL I FORN I A r No: Deeori tions Z_ J.RKAM&ASSOCIATES.l(�K/ � PLANS PREPARED UNDER THE DIRECTION OF s Q ADDED C/77 OF R,44,1CI-10 Cl t�4MO�u�q PUBLIC� WORKS D E P A R T �1 L_N T Approved for improvements within the City of Rancho = T/fC� SLOG( Cucamonga City limits only. / ' t �V/5o UNC "L'"PRoF�GE FC 6 �? 90 Drown by: Stole : J 3 CIVIL ENGINEERS, STRUCTURAL ENGINEERS, LAND PLANNERS,&SURVEYORS �C• /ri QG Ile /~ 15892 PASADENA AVENUE TUSTiN,CALIFORNIA 92680 • (714) 730-5757 Designed by: Date: Russell H. Maguire, RCE 22397 Date �C• 8�2�g8 City Engineer Checked by: ' f p _, g. City of Rancho Cucamonga 140 S Approved: CITY ENGINEER R.C.E. 26'i'l Dw4• At 0 q 4o i' -P h+- 7 Of l y -,� : . ____ _ - I 11 • / SEE G JeA 01IV G P[-AN . ` F"O/?<�0iv7­1lv,4TiOn/ . 6` �_ ,;�- �y6. - a/ �. - . / 1�� - - -- - - - — -- - - - — -- _ - - - -- --- — - " I — — - - _ — - - - - - -- - - - - - - _ - - - - - - _ ------.- -- : , - -- — -- - - -- — -- - - - — - -- - — — ______�__ - - - - - _ -- - - - -- - _- - - _ I 1. fF - X47 5 # i - - \-- ,� ; j { �, , 1 LIJ # i �� ; ; - -- - - - -- - -- -- - -- - - -- - -- - - - - - - - - t `' i I - - - _:__. s -- _ -- — - - ----------- -- ___ - . - -- / - -.------------- -- - -- - - -- - _ . - -- - - -- - -- s i ; ,7 -0� ,� _1 -- I -- - _ a -- - - -- — -- -- -- -- — - - -- - - - -- - 11 - # I s i 1 i • •- '1Ss .�Y/ y�, 'os i t � i , I C C9N'�,T # � 1 , 1, � , , , ' 1 l - _. ( I - - - - '�� - I - � ,� Q¢��1� 1 t I I I ' I - _ i I - O./� 5 I ; - - -- — — — -- - -- -- -- - --- _ - - - - ? - - -- - - -_ j _ i l F -- - I 1-- , ', '2 9-9i8 T 2,f.1� F-}re�4l /� G r A G j . ; j .. - - z v (� - - -- -__ - .- - - - - - -- - _ ,-------------- - - - -- -- - -- - - - - - - -- --- - - - - __ _ - _ _ - 6� i- { t I , '5� __1.� T �� ____ I 0 �' , I E 1 ; I / # �, of z. -Nlel_l,__ . N T o ' �' r 3 r F ¢„ Vlow-� i _ Cnr, }70. ' ' � c 'n i i i ! - - { I } f j I 1� - i� F'�< 5 - -- -- - _ - - - -- --- -- + -t- -- - -- - 2 t i J �, } i � _ ! - - L �' ��;G 3 D = 9 { 1 �cj"P •d ; �dZ� zto 3c'o �.� ;5=t� r6 I # -- 11 , I I , 1 - - , , ( , , , , , ; �r; Jt Q � 1 1 32 I130 ¢f 7' z-oGr ' 1V - 115�Di .0= $ ; y=/ / r' a. - - - - - -- -_. ES j a 31 ?X— + i t - - --------- - - _ . - # Y-,r0 I °�Q, f reit° I 1 i f I , 1 , - _ _ - --- - __ - - - - - - - - , ; i I I � 0 _ - -_ _ _ _ __ _ _ __ __ _ __ " IN 8 - __ _ _ -_ _ _ _ _ -_ - _ _ _ __ 4 _ - , # `� `� - - - - .-_ — - - - - -- - _ _ ` _ - _ t -- - - -- - - - - - - i - - #tit - - - ' I i I -- - - - -- _ -- -- -- - --1 1 4 f ,�, I I o I I I , 1 I # 1 I j t - } - -I - ,a - - --- - - . - Iti - ----:4- __ _ _ - ; 4 I : I __t I I -, t - - I i -_ _ - 0 I - #- _ - - _. _____________J - - - -- -- - -- - - -- - -- -- -- -- - - - - _ - -- -- -- - - - - - -- - - t- I # I - - - _ -- - - - - -- - - - -- - - - -- - -- - - - - - - - - - - _ _ - - - - - -- - -- - - - -- - -- - - - - — - --.. __ i x1 - - - - - - - - - -- -- - -1 r , t I 1 -- --- --- --- -- - ---- -- -- ---. ___ - -- - - -- --- --- -- ----- --. ___ . - - - --- -- -_ t i � 1 , , a ; ; 1 I � I I , # f � ' I I i 1 ; I ; ; j - - — - - - -- - -- - - - - -- - - - - - - - - - - -' - - -- -- __ - --- -- - - - - - -- -- - - ,- - -- — - --- — - - - - i - - -- — - - I - - -- 1 } - 1 s I # ; l i 1 ; I I ( j 1 $ b # t 1 ; i i 44 - — -- - - - -- - - - - - - - -. - - -- --- - - - -- -_ - - - __ - - - } t I # ; I # # - -- - �� - -- -- — - - - r } 1 I # 1 �:/ # ; , -- -- - - - - - - _ -- --- - -- _ - - - - - - _ - - - -- --- - -- - - - -I - -, . - ' _ --- - -- - - - - -- - - i- - -- — - -- -- _;. _ -- - — - -- -- — - _ - -- a , I I -- -- --- -_ _ . _ -- - - - -- -_ - - - _- - -- - - -A __- -1- - -_ -} - - -__ - _ 1 _1 , _ ; - '' -- --- -- -- - -- - — - -- - - -- - - - -- -a - - - - - - _ s� - I . -.._ f # : , , �i- - - I - _ - , _ _1 Y -}— , - ._- - -- __ - ._-- - -- - - _ , ---I---------_ -- — -- -- _. - - - -- -- - - -- - - - -- - -- - - - - - I I I _ I - -- - ,------- ---- - -- -- -- - _ - — --- -- -- -- -- — -- - - -. --- - - - _ - - — - - - - - i -- - __# I - - - - - -- t -- i ; _ - - - - -- -- - - - - - — I i # - # } 11 --_ .--- __ - -- --- - - - -- -- — -- - - — — — - - - - - - - -- ,A- - - -- - -- _ , 1 _ i ; #I I i I - - t i 1 I ,_,- -- -- -- - — - - - - - - � - - - - - -- - -- -- — - - - - - -- - -- - - — - - _ _ - ' I - I I . ---_4 I � __ — I _11, �� - t # ; ; I c �c . so �>? i 'i E G A inG ; 1 I ; ' f s_ _ f , -i , � ' I 41 # i i . -- - - _- _-- - - - -- ___ __ - - -- - - - - _ - _ - - ; , , . [J 1 1 - , , - -� - ii .- G > t i _C� 5 /I // F' I f ,, ; - 'f i ' f { ?, .::� pl $a .5 C ; { I I 1 _. -. _ .-__ __ --- -_._ .._- -_._ .___- ___.__ __- _. _- -_- .-.__ __. ___-. _- _ .. __ -- __ _ -_ _._ -_ __ _-_ -_ _. ____ -_ _ ___ __ __ ___ _. _ _ �/ I I , 3 O +n�5' 9 fiF5 �� _ - - - -- -- - -- - --- I _ # I I I N T 6 29 Fr : I - - — - - -- - - - - � - -- 1 - - - - - - _ i - I I I # 1 , f I , 1 v /I . , ��� P �'r i r # - ; �1 # 1 # # ; -t 3d 2.� D O/ 1 1 _ - - -- - _ � _ _l.t _ S . Z . I _ - _ ___ . - - - -- _ � . l� . - - - 1 # t : I � � , i 10 t i ; : - - - -- -- v� 1 I 1 x i { s I P$ Y= o.�5 i i ` I i `� . -- - --- -- - - - - --- - -- -- -- -- - -- - - -- - - - _ - s J _ - - - -- -- — - --- -- - -- -- --- — _ -- - - v _ - -4 - - — - - - - - t } i I v - -- - -- - -- -,--- ------- - _ _ -- -- -- - -- - -- - - - - - - - - - -- --- - -- - - - - - - - — - - -- - - - - - — --.- - — # � _ _1 I I 1 i a i t I I - I , , i _ ,- , • , , j • - , __ - # i # I I ; I p ;�-i -- -� I # 1 i I - - - - - - � _ . - 1z - - - - - J - -- - --- _ - # IIS 1 ) - - - - — - i -- - - ; ; I ; I # # 1 I , , s f I , __ __.._ - - _- _- - - _- _ - _ I _ _. _- - -. - .__ _- --__ .-- - _ __'-- _--- .__ -_._ -_ -_ _ _-__ _.— -._ _.__ --- ___ .- _ _. _ _— .0 _..- -_ ..- _ ._ -__ _- __- ____ - ._- _.--__ -_. _— __ — _ _ _ - _.. - _ -. - - 0 J H -. _-_ . __- — _ _ _. I. - _ �.. __ — -_ _<.. ; ;__-__LA _ .L-__-1_-- 1--. .� _.- �.- _ -1--. . __ _ -_.- _ -.- 1. -. 1 ._ _. -.--1 _.. _ __. -__-� __.i_ -_t ., _1-__ -1-_,. _ _! _- i i -___I_...._-1 a..- _-_.1 .1.__- _-__-.t..- -.__1. 1.. ... _.,__ - __ I I T Longifudinol distribution • r - _ .r n t �or lie bars - 1 Ill T Tr J A %:"1.-_*-�T� ;� sr•Pwors - -_, _.-" .- tubi tB troeM � of � - D� -•. AAS•RO w4,qM w Nara rw a NlOol •.e b,••ee•AR,,',em O••'r'ml-, S•R4ae rpt.v_l,,.re,[rwl "✓.err, l ✓.r. _I _1___.. -T _ -_ s_�_._ 3,us Ty,-.?2 RNo. JJ - - _. - _ -- \ ler M IO Ill Ill \ , e Sbpl _- -��--7-rqe o NO'nrn-r/S?/Rep-mv rcerdr 'r Rrr, ,10.w,mer,..,.aor w�Rrrr�o"en.S 1¢'�""•e R..IOr '''nJ'. -. _ S^irn•r[ B \ __ !�i _ - 1 n,np Wo 1 Ikbe n b[Jw4 My krr]nml.a DB_O.] RCN e.r?O folate• U -_` C- �� ANI r'•n4"" wp'•t 40Po,1 N.iI w..✓N.,bn b •IIr bt... _ _ _ <.[ 4 _ YI1 �� 11 OK I'll b "",°--.•. q •tan r•,.r w•••..,«- mal u, // ( I % e 7 w ie t / 1_ -_--_ Top l - _ ,r- E Eon[ew••,.re,k b r Wlbm S N[E" IN-•„a.RP.r•br*--- _%•ea tri r 'S 1 C RDIENTL t it wow.a.»«m..as+[.a wee a«r•r°ww v n,., •ncuek..RN,_ 1-CF p o• �''�S 4 14f°P__-_(: .f. 0,104• w'i D rD ' l A19 I / 2 9 l=0' AblcA b Ab.M'/:f/h//S/aprF, +I 1 "_-_--- ._ ..."I'll. • �_l-Top o!roolin C pugrf -,>r �Tronsverse T[T •I A/onp lop ImG.mTrd kr tbnrs \\ Opnona%foo•"np t lnef or rot/ rare,,A,,A t l Labe iq b. ]D.I]E•t](L•I) wn�.D•O•oe Looe Er,°.d oiw'er b,w'C�C a�4«•[toe r0i dr I•gbr.f ej Q N.°e.t12 1 r ei1°a /•QNoop[!It r•j y,[,ef S - • ° E4ar,L••e Paaa',I. r - _ _ _ y_ _ - - ----- - -��-� -lir.le°C 01 �• - ^N a e"err b.N•'e"C eNw re[ - ------ - / \ •"e`"CRPI ':b.ret! � 9 ba r$ O+v.M W b•N tb[.✓a M.,v o-0 w M,14•�b[. ��__ - • R.6• _-__ _ _ _ __- _ A A I, .,II I .f/me Lul/r,b SA,,�f. _. ..T 1 r �� i j D.oalr.. \r e ( - - - - + rill , :' a o"n n R`W_m. w,>'._vo,.,"rA,Ir`r•b tar.rod a {' - -:o.,. o s I `{ ..r moa roger 1 - - _ _ ___ -` lw•awe -r•.b ro'n+, nv' a..H a.•.r -�- f aa•w ran - -"• "a'- \` VDai�OI I 1 ,saO-•A Rw m-1. o•,.n s. .u.,a _ '1tdEo," _ -l-- __ 16 _ , %0P W%wM.iib Jcaw.no n.00,r ager Y[o.r 4,incvw derr^r• II _. _ ...e. 'aa' 1_. IW.Inow SPo.7 __ t j Cenitr Line qI `` aa" .l vcw •..+,,.rl r b r ra.r'�"rww a.b o..r w,r4.m,a =Y'•Y.--1 +-Ewe,,.s o. -- ,1.'1• - �,-- ---�---- - -R. x - -- - -- -- -'R.C.Box S - -- - ; ,L `_._ - __ V _3 ,+IA.oi�Iopn/N>MMVr/ f / , ,, l" �'1`Anp/s of/lore' M wyrl. Ib nwl'°' I - iy CoyouJ Llne .bbta.r "a wx., +nNt wRJr c".+ sn {moo Mull rO - w ✓o.-. ..a.°••m a- a IN-.e,••L."r,b Iurp.c< C.BO --- __ - __ . .--.- - - __- ` I am a Sons,,,, 2 c ' N / y _ _ TYP/CAL CAYOUT EXAMPLE N'rB , vrrntoJ-- i verr,co/ + aleft. 4 r1 60110111 Nb3 1 1 •£/ev'o*- • rA+•R be,e.ee,r•r •w a✓a[•t•,, •tsar r AN-IA wE + '4BlB� ,�'/ •4®/B_ ,, , ['Bars la+e/r6aF M Y erar••ebe PART SECTION _ L_P N•/ rRVN••N;,-_ .we.,.r•r N 1,P'a,+ ..,we,r. b.co�,.r I.•r+ •w wen✓ {✓.t Tr✓,r•rror,[k p•ra"b n oT.n•wl - 1-4 N'..".....mores M.aOob",n ew.rc.c[o u�a •,2 ca S°..erpa PARAPET DETAIL _ N./ �� I , '_ ,ml :�;,. h•Q•tr r N p•RMama ew•,ee'R N air✓ern R to•[o' w,y„ I•eP.l•P•90•, >,k. •V2• .•.•. Cesar{M e. - I. N. 'c•Aon 2i ` e®JB q •4P J6 _�LllllLli ' / Ta N ww.�.w w, w, 'M ee.n T--. I I TYP e��e+'���bbd- wrks[l.N Pe ..� �„ e E +Cr Eam r.rP VN c b••. 1 N W✓e' ..irk •.I,Pw to eat 414. A•o}•ark b m-1"ae,abM SA,r 1 D• NT y• •ma. . •1'I res.• / r.-r- a•m.n er•J.•r�'T--, f I , In.'R^.,w.•0vK o,•N w w'.."Citoe'N•�,•r+N d a M.O.n vo. a., v'• TO 1 TO TO Sa•n r"W enl Ir�,�___ E _---_ _- _.—I=...b[ � bar rr m.r •I«:N b° o� . ra o>, air C�.nr o✓.r ARC♦ _I__ •••0 ba[rw y1 --_--- l _ -_y- 1 N r]r d N I...,G•: IS'{SD'�S' �" l -_jr --- _`_-_ -.-} __ ' N•/ I - ' W-r.[r Nr a or•v,..N wvr. ^ •, ' r« H p ra l 2'p Ow' ; -snort'c'Bors E.NrM eJ/bnprludrnoJ pan in _ __ fJpwres of lop or•c'Aors N•/ �, ZrcJ r .�I��1 J-J /Aar:01 r,a'Jnlo r/n! _ _ f/J:•nes p..,o.p+ Y - * •- /� F� 8 App of to OiJionce tram N• I / / rMre erpont"nn fo'n,'"C"s /� i ' by o//o0J/np/o uppr SMr/Yets r.Dr "d'oe p,n,nd-i. -_— I TU ��--1fi--T r d X b•.p "� we••"M wy N O•r s r N W d b M b Y C,rC a...4%•4+IR[•M1 r em,.•o„e'b nNa[MI b - {` •{ • '�• .-- / �-_��t 1 - --- moi/ -�.� .,ass.,ati a .•.wM N.,r c�.rre•0"n•a. In alzy {' H,7 .{ - [ I �'E,[ rIII4•,.•.rH•,M �-L -_-__ _ Er•l,e° ' ! { N r r.,I.°[, ` ;"° J�' z , T -L SECTION _ �.� E j 2.;h, ' • 4 lNn.•.,net•.'•Ib t B !- �- r - 8 B end or'e Dors N•e 1 :b a 1 O _ v r>raa umess od,Roaen• J_S deo ,. -- - " . / f o I c ,,.- ErnR=broP'Obr f,E Cwt..[' , / LN C."r„t[Itr ' NIC b T.n res te,•2 p ty N boated (I'Y��, -._ „ , •e _.- _: /�/�f/rte e __ _ «:4,Qn.r\o 14�aR.Nbuv,ti p_ -Cel IO- i0 b°,rt}ar ____._..�.- 1'. iG� l _/� ' / D :/ (! ne .- ��-` -.--. M T Tt � N• ', ,o b JS dip BOJ J _ s' , PAR AP_ET REINF ORC€MaNT [-d' �R wan✓a to ,/ I N O ` s ^ aT F _ L I I p u maim : .Ti /' I �1 I ` or/ered se'rm. - Co sr uU -1 tees..•Ra F -- - �_. _ - - Gr s.�1 J ro•arn .na<w,R wa lal 1e �ovraNAt ”{,awerwe•td n.r, ' N'4� �, O I h `, I ' ,' �L_- •�,z._ -J 9 R ,�, _�IT - 9 R •angle oA R,r J I L M""j1 1•y E 1 •d'ea 'd Do w av l -- O i" ,I° �' PLAN I/Tt /. The horironfo/ on /e of divergence or convey ence• 9, shall no' 1 { 1, i I �ra 7-1 ta ro,7 Od 5, reoK" t•%^ r av r or ra e'eJ ti!lee, •nE len°'1„a+c T I I , i '° ° CULVERT.Er TENS IDN[• e g g g I. I '^ .• _Kb (w, v TYPE�B• lO.1 rr wId :' - IIr �.e°• n ,n..ea. t �.; -Short'c'Aors K3 II / :o irPICAL a cE L L n l.[..,...°.' j re r_ r exceed S reinforcing45'. p Mq ~ r c B c rot orllrllll;' •I OD /y e\ T 2. fielhl lransrerrbars m 100 or bollomrrs obs,o L,borl s Ay Jo: 7' 7 ` s, Js. ./J Jrt1 W w B__ j v steel iI1 O,." w •e rn - '---.1 1.__ Enf✓rr,D••.rn•1 (A wbrRr N Ew'..ne w•aRaR•4—ro,w.Ir.r[..w.-RA IDn.,.a..]Du 6,,"N DESK,N QEAR,H PREiSURE T(SFI ^�.. fj_--B 6 / _ T YP/CA ,SECT IQN T YPICAL SECTION £Jn'�o'' frra-W�- erne asrp.iJ•e.retes 9'a*VfAOf r✓',..."I R) r r.nl[. P.r•r.. .L..� ..-. -� J .I-... �-..J oar air + T,B ; \ - TI lop or bottom corners, of straight vertical bars in side wo/h - -�- -- _ --- - - -_. _._ _ _ / ',: •<F e''•rw. ,f ace I / / \ i = THRU 12' H=l;• `H RU i6' AW1r 'r EAe + snb Eby R,.LLb wr. D✓✓'w.•w) --1 --- j - - _ -- and of longitudinal distribution and lie Dors in lop or bottom --. _ pr,n."ao ACSo or a• ,� ••Is�,w f MrNW Is1t v"n n-m aE.• �.pN.ww- T,aa«..,,� - - .:•i-°- -'T-r_r_.r T._T-��_T___T._. •_y Vis.• slobs 0► Side walls shall be those o/wllichtver od10/nrnq Dor to,and �,;n T H, 4. I r -- _ Mors Nr•—R•war.a Ebm N Reerwte•esti �..•,'tar. 1 .._- - _ ..-. _ - { section provides the greater sloe/ area for each type o/Dor. REINFORCED CONCRETE W-' --- CS { r • A.a t„,•e-,w,A,•,r,ne°'n-'""'••^'y4s'b[ appN V. at.,1«wo•I _--_ ----T -- �•_ L...r,a_-_ The bar lengths Shall vary uniformly throughout the Ironsdlon. •N' '- f S" `6' iB? 9sI i0 i� - /2 J3 J-JS'i6' - __------ - �-- Z "O' °'• oa.arr. '[d c, tt''....__``i.Orrwo - -- -- - 1 ---------- - - _ W ;.T''2 ,!-B' I'1' I'B 3'?' SIB}6'2 6 B 7�1 7B B'1' B'Br92 'J'4 fbroMJ 3A0'mn _ /nsrk - «�T.Is \ I 7 - --?-re, age,>••,,,e„ 3 The thickness of the wafts and slobs shall be those of The ;_d / I e�O.ie,r _ II .r.•.f.r C -/O` l t' Je' /'6' J=B' l•/O'2'O'T2''2�Ir76'•2'B"I�Jpr J'O - ---- - -- - - •" '`"°' ML -"" adjoining Dox section of each end of the transition and shot/ / p'nrx+bn.'' Tr -J 1 ..-I - - - / g - B X72';2 D .t/O 31. 1 6'•J K1�I'2` I'B`I"JOr5�2` SSB'S'lO,61' l - - - - - e Y Y eofh Nonr ... - ,�' -- 60'I - - -_-�--rMa ae w l_9_ rgTU -ft" t • e two end-. /2 _ I, - f rot uniform/ bel ween!A A /2 ( �� v 0nr B�� W j 4 s,.aa°t.maRR m,a r.baro olIll"l ,•.d,I-r cr..a' � _ _ _ c.«..r.w.,e,T r•re 4. l[ • 3000 psi J of 28 doy5. - - � _ [�r• ...• .,[•.°.alp.•.". e.a s =o' ro"/=o"ro' /=o' r'o''r•o"/=o''/=o`'/�e '/v 'J=i '/'e' e Ew.wr R.. '•"""" -. __-._ 0, . ., •nrT - 5, 't i' *Ii14 4i/B S 4P/4 Si/0,*3N 7" ?69i lie 9i/S�t7A'i'AJI, " `•'1` AP ene h 1 _. --- �_ __ w~, �nr D.a>S-E um Pr„w-I1 [: ,» u eb r• r �.' i Srr,r, I d -__- - 1__ nE 1.« Ae transition slruclure shoe/ be constructed �n accordance with +. a *. +. . r M ', PART-n.q-sE.,ron INo.11".;.p,.,.,... Roc {{ „�„r I the general slrucluro! notes applying to box structures, shot" d tor, ird'ai/�•si2o' i d'sinlside7i/s aiJs'7iJd'BiJ�'vi/S 9i/�9iJ •.�e,z_ Es _ r�,'o' -� ` R wea4P W[,Ib r A •1 pp.n,;, j iv wv,. r _ _.--_- --_ _ •. S- On the pr0/[CI drawings Liffe kri0l10JB Oto Ot9 053 061 067 O7J 079 J07 //0 /lB /26 I aD(' I2'O•m•n r..M.0e•' wW, + Y -noel AMRT PLAN `- *I t•lE,{•lame , . P[a•[rY•Hve.e,.V•Nr IDI Wnr.MRe.N PM IooN.r,w. �_- __ _..�- w v ..°•bc. .bw° era ••a•1_x R b'[r.r,-Perk reoercl.v. I r1N."a.w- I /r r,,Ru• E/eY— 6. Details of conSfruClion /oinfS and keyways Shall be Os shown Porti"H r /J /e /9 '23 30 J7 49 6? 76 7- 90 r04'128 •� 'xif o varied Dy Enp Atld to • Rn O1 _,_ - i 'i fe•. s'te..r Ma.Ln.,.. - Amnrr/,rs do no _"e,NIOJ co r.on obn.r nr di v r+ e,m,/ --__ -- _ " I !/n JIr/N Jd .b W r,.qr,. AI{r M.•Cwrt,a,.Nr.w TI r _ Pte;wy�„r _ __n•_�� �� T�» +�° �T Res• O, On the project draw q for single barrel box s/uclures R K _✓a• ,,,bA'•o+c�ntvai. FIN >{ ---- -' e•4R _ _ _ __L ( ,S/ ins in /e ► ci rAJt x I Sa u — ENO ELEVATION _ .[ t Det/pn un,fovo, 1''0' '4-1 i/2 TYPE A'" T YPE �B' ^ n a"'K'a "'r'e"" + I W`.�,••[`b.•R, .I ^! {'-P"ao,.,S.,'PARAPFf REINCORCCME,R•,ae" _-- c _ c""`"0"""' 1 ^, N.•.a .ws - Unrr SrresteJ /e 24,A�Opt •L300p AO T Pd WIN,wy r ,rest•-IT 6.ROl b E d RCN O•rr.e.. �\",) � r � •a'. .r1na,r•w BARRIER SECTION I30'M011M'JMl -- � No-- roe ir"JJur4,/ I tons/s JJ t 1 n. 'IQe/2-_/ \ !�t 4 / S:0'mo• b .r.e..R[[..a b �ro«p•:e- } L' _ r..n raF{-- -t ---- ---- {. T �- i�_ _i SUPERSEDES STD. DWG. NO. 2-DI@6 k a /\ 2_y P 2--- STRAIGHT---W/N6WALLS - -Y"-- - _1-1 I -��'� fNvorrons,/enpJA and onp/e of JNrs o/rinpt may ----- `"/ '° — "o x'-o 3B ��'�•-+-��' =— "- REVISIONS LOS ANGELES COUNTY arorree DyJne Enp,ne�r ra tali cone;>ons rncounrelyd Bo-I _ {:' r bAd•.MN RN.r re•'e.e r w R4a w rM1.,•Dow.d:d,w. . :.•'-o' .. - - - -ge, - _ _ �� -- - _ --L MAW DATE DESCRIPTION FLOOD CONTROL DISTRICT An OIIS r. ....re..•...rlrw Rur�ern.dn n b a r4•C.c[,ov ma•.>e.d,a+ i- - ..- ' - - _ _._ .. �... - --. � �_- 1� T - ._ �- - LONCIrubnAL SECTION � In,•r1 vAaT 10N0•TWINAt cTlpl STATE OF CALIFORNIA TSB 1 J __-- _- - -__---------- --- - -- /1j/esbp np�urcnwprpno�ole�erd/ion err vo�o� AppJ,rerr 6 FrM-I r - // TRANSITION STRUCTURE _ o Jr�sr nsra N'J lrc MQ NO E/e[ueaW/A^p a nJ`lore•J �" i ELEVATION STATE of WIM OR HIA Sw Srd•4dC,br A62-[ - -� DEPARTMENT OF TRANSPORTATION , w L slda.'t SPraretr••ca✓re ti Mr.•c.n w✓d ep[,rr UTILITY OPE NIH.}-WALL YAMIOLE DEPARTMENT OF TRANS PORTATIOH (et OW/tire shorn on the /ons wall nrrpnA may ee e,ceeeed ey e'eeJon po p o a f p n er ir' _ _ BOX CULVERT WINGWALLS . .yew-.)b'to..c "°�[ - S fl-n0a, cul-o//roll Jr od,ocenr ebonnol is paved and SArr o D£TAJL r TYPES Q"W,8."C" :/'O SECTION A-A T �• 2 2o•mw.mum -- -- ysEC B-B ' "°r "['°'' SPECIAL DETAILS D84 1 Qi An....b aaa.r✓N w•rrq.rwa.a«er b..•,n•b»r na[I r N n,.•t.ore Irten,.wra.. . BOX CULVERT PLAN 6 SECTIONS _ - - MISCELLANEOUS DETAILS D83 •RAWeY I.W.H. APPROVED By s/ Q r -_— --..- p[•reMEOh C.M.N, C �� }RACED eY.a_W,M>- ____ ___ _ _ _ _ __- i Mcu'1[ - n.ec,rO n C�w.N, � RlwrfTEo•T W N_E O_ - w — - -- - NO. -D239 EK(O.Nrworc n _ _ � �- NONE JAN.'58 sNEET I OF 1 ; . 8®X cuL veR T of TA/L S TRANSITION STRUCTvRE nil. ,2 SOX CUL. VER T W/n/G WA G L Q��E F SSI��,ygl -I-- a i Q Applies for sheet nos. le 2 . 18 & 19 of 21 only � t�- No ?2015 ��=- ` REVISIONSN,6Q �, CITY OF FONTANA , CAL � FORN I A I* Na: Dseori tion: a v L T E", 0 "` PLANS PREPA ED UNDER THE DIRECTION OF: �.R K.1�P'&�lS CIATES,WC• 1 _ Approved for improvements within the City of Rancho �,Q ADDED C/7 y OF R4NCN0 CUCAMorvG� E G-5- __ - ,- - Cucamonga City limits only. �,�-C'I - , 1 © T/TLE BCOcK xc_ - I F 61, ' 1, "', Drawn by: Scale: /, 19 CiVIL ENGINEERS, STRUCTURAL ENGINEERS, ,r T ��AxqLAND PLANNERS,& SURVEYORS :' r44 15892 PASADENA AVENUE ..- �' % ,_�.<],'- / TUSTIN, CALIFORNIA 92680 • (714) 730;5757 Designed by: Date . / / / Z ieo� Russell H: -Maguire, RCE 22397 Date _ � City Engineer °A.1 Cheoked by: �/� orrg, NI,. Cit of Rancho Cucamon a %3->•. k' � ApP roved: ��l��F.�• -� 0p'" l ,- Y g /NTE,¢/M CITY ENGI^IEE'.: f'..I1.F:. 2,_ ,,; Z� `�wE*. AU. 6. 1�0 / --D .5�rt• 8 of /LJ