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HomeMy WebLinkAbout1119-D RESURFACING SCHEDULE mffamftmm w owd 1& 0 mom fil 0 T 0 E"mq.STORM DRAIN G"kENERAL EXISTING SECTION T PROPOSED SECTION STREET FROM TO PAVEMENT BASE PAVEMENT BASE REMARKS THICK. MAT'L. THICK. MATT . THICK. MAT'L. THICK. MAT'L. 1. ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 23 . V• i IS THE DEPTH OF INLET OF CATCH BASINS IN SERIES MEASURED FROM TOP n _ _ . _,_ . ,.. • _ _ PROVISIONS OF THE AGC/APWA STANDARD SPECIFICATIONS FOR PUBLIC WORKS OF CURB TO INVERT OF CONNECTOR PIPE. CONSTRUCTION, 1985 EDITION, AND 1986 SUPPLEMENTAL STANDARD PROVISIONS HUMBOLT AVE. DEER CREEK CHNL. TURNER AVE 2 " A.C. 4" A.B. 3 " A.C. 4" A. B_ ISSUED BY AND FOR USE IN THE CITY OF RANCHO CUCAMONGA, AND ALSO AS 24. ALL CATCH BASIN OPENINGS SHALL CONFORM TO CITY OF RANCHO CUCAMONGA - - AMENDED IN THE SPECIAL PROVISIONS OF THE PROJECT SPECIFICATIONS. STANDARD NUMBER 501. TURNER AVE. HUMBOLT AVE. STA. /6•f-50 4 " A.C. 4" A.B. 5" A.C. 4' A.B. SEE NOTE A 2 . THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE 25. USE FULL-DEPTH HEADER FOR VERTICAL FACES OF P.C.C. CONSTRUCTION. CONSIDERED A PART OF THE CONTRACT DRAWINGS AND SHALL BE ON THE JOB TURNER AVE. STA. /6•f50 STA. 20135 2" A.C. 6" P. C.C. 5 " A.B. 4" A.B. SEE AME A &B SITE AT THE TIME OF CONSTRUCTION. 26. WITHIN 3 WORKING DAYS AFTER FINAL SURFACING IS PLACED, ALL MANHOLE, JUNCTION CHAMBER AND VALVE BOX FRAMES AND COVERS SHALL BE ADJUSTED BY TURNER AVE. STA. 20f-35 ARROW ROUTE 4 /1A.C. 4" A.B. 5" A.C. 4" A.B. SEE NOTE C 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THE CONTRACTOR TO FINISH GRADE. THIS IS TO BE DONE PRIOR TO PLACING HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE SEAL COAT. AFTER SAID TIME, THE CITY WILL ADJUST THE ABOVE ITEM AT 2" A.C. 4" A.B. 3" A.C. 4" A.B. TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS THE CONTRACTOR'S EXPENSE. 24>h. ST. OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 27. TRENCH BACKFILL SHALL HAVE A MINIMUM OF 90 PERCENT RELATIVE ARROW ROUTE 6" A.C. - - 5" A.C. 4" A.B. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA COMPACTION BELOW THE STREET ZONE AS VERIFIED BY TESTS TO THE ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION SATISFACTION OF THE ENGINEER. WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 28. AT THE TIME OF COMPACTING THE BASEMENT SOIL AND PREPARING SUBGRADE, 5. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE AT LEAST 3 IF THE MOISTURE CONTENT IS SUCH THAT THE SPECIFIED RELATIVE WORKING DAYS PRIOR TO THE START OF ANY CONSTRUCTION FOR CONSTRUCTION COMPACTION CANNOT BE OBTAINED OR THE SUBGRADE IS YIELDING, THE , STAKING. FOLLOWING REMEDIAL ACTION SHOULD BE PROVIDED: 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN a.) REMOVE EXCESS MOISTURE BY SCARIFYING AND AERATING OR ACCORANDANCE WITH THE STANDARDS OF THE STATE OF CALIFORNIA BUSINESS TRANSPORTATION AND HOUSING DEPARTMENT (S.A.F.E.) "MANUAL OF TRAFFIC b.) EXCAVATE UNSTABLE AREAS AND BACKFILL WITH SUITABLE CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK," 1985 EDITION, AND THE MATERIAL OR BASE OR NOTES ' SPECIAL PROVISIONS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED TO THE SATISFACTION OF THE ENGINEER. NO SUCH c.) INCREASE THE AGGREGATE BASE SECTION OR A. RESURFACING PAYL/NE L/M/TS ARE FROM WEST EDGE OF TRENCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF THE TO /2' E/O f TURNER AVE. REMAINDER PER STREET PLAN. ENGINEER. d.) STABILIZE THE BASEMENT SOIL WITH SUITABLE ADDITIVES, OR B. EXIST. SECT/ON OF 2"A.C. OVER 6" P. C.C. L/M/T S ARE /2' EAST TO 7 . PRIOR TO PERFORMING ANY EXCAVATION ON THIS PROJECT, THE' CONTRACTOR 12'WE3T OF f TURNER AVE. SHALL SUBMIT SHORING DRAWINGS TO THE CITY ENGINEER FOR APPROVAL. IF e.) PROVIDE AN ALTERNATIVE METHOD SUITABLE TO THE CITY SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION ENGINEER. C. FROM /2EAST TO 12' WEST cr TURNER AVE., EXIST. SECT/ON jq SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE5A. " " -_�`__,•.-�„�-✓�^�^��� `�•`�� � DIVISION OF INDUSTRIAL SAFETY, THEN SHORING CALCULATIONS AND DRAWINGS 29. JUNCTION CHAMBER COVERS SHALL BE LEFT AT LEAST 6 INCHES BELOW C. OVER 6 P.C.C. / • "` PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. SUBGRADE AND BROUGHT TO FINAL GRADE UPON COMPLETION OF STREET PAVING. ( BAS I 0F BEARINGS - B ENCN MARKa-SHALL BE PREP FINAL FRAME SEATING SHALL BE 1/8 INCH BELOW ASPHALT SURFACE. 8. SOIL BORING LOGS SHOWN ON THE CONTRACT DRAWINGS ARE MADE AVAILABLE NO. /11 A ELEV. ///0.057 tb FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE TO MAKE OF THEM IN 30 . STREET RESURFACING SHALL BE CONSTRUCTED PER SCHEDULE SHOWN HEREON. BEAR/NGS ARE BASSO 09'38' CENTERLINE OF N.W. COR. OF WEST W/NGWA N N.E. COR. LE ST. THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO TURNER AVE. AS N. D° 09 38 W. AS SHOWN A TURNER AVE. FO. CONC. NAIL /N CH/SLED GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORINGS 31. ASPHALTIC PAVEMENT SHALL BE COVERED WITH PENETRATION TYPE ASPHALT ON TRACT NO. 9009 , M. B. /26 /47- 48 , SOUARE, 23 �NORTH OF f 01) ST. /2�EAST t REPRESENT A TRUE AND COMPLETE CROSS SECTION OF ALL THE MATERIAL TO BE OF SAN BERNARD/NO COUNTY, CALIF OF 1! OF TURNER AVE. , 44.5` SOUTH OF ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORK ON THIS EMULSION (0.1 GALLON PER SQUARE YARD) AFTER STREET PAVEMENT HAS BEEN CLEANED. \ SOUTH RAIL 0_F MAIN L/NE TRACKS, a 2' PROJECT. BELOW TRACKS. 32. THE CONTRACTOR SHALL REMOVE ALL WATER MAIN P.C.C. THRUST BLOCKS THAT 9. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR INTERFERE WITH CONSTRUCTION AND REPLACE SAME PER CUCAMONGA COUNTY UNLESS OTHERWISE NOTED. ALL PIPELINES OR SUBSTRUCTURES OF, ANY KIND, - \ WATER DISTRICT STANDARDS. ____ TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. OF u R PLA SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR 33. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE ' Ns IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO REMOVED, DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY THE CITY OF RANCHO CUCAMONGA. ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICIALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED LOS ANGELES CO. FLOOD CONTROL DISTRICT IN THE OTHER ITEMS OF WORK. 10 . PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE RECORD CITY OF RANCHO CUCAMONGA DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LIN I AFFECTING THE PROJECT WORK AND FOR ANY DAMAGE OR PROTECTION TO THESE2- DI13 MANHOLE No. 4 34. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM /02 STANDARD SYMBOLS LINES. PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT, THE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DICCOVERED 303 CURB 8 GUTTER 2-D/64 CATCH 8A SIN No. CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL WORK. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 3/0 SIDEWALK 2-D/7/ STANDARD A - 6/5 REINFORCING STEEL ' 11. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEWER 35. WORK SITE AND EXTERIOR STREETS SHALL BE MAINTAINED IN A NEAT, CLEAN, 501 CATCH BASIN INLET 2-0173 PIPE SUPPORTS ACRGISS TRENCHES HOUSE CONNECTIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE 502 CATCH BASIN No. / 2-0/93 JUNCTION STRUCTURE No. 4 LOCATE LATERALS. CLEANED UPON REQUEST OF THE INSPECTOR. 508 ✓UNCI/ON STRUCTURE A 2-0227 FRAME AND GRATING FOR CATCH BAS/NS 12. UTILITES DESIGNATED BY THE SYMBOL =5;& WILL BE REMOVED BY THE OWNER 36 . CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE, (GENERAL ENGINEERING 5/0 MANHOLE A 2-0235 TRANSITION STRUCTURE No. / AND THE OWNER WILL REINSTALL A NEW SECTION OF THE AFFECTED UTILITY AT CONTRACTOR) , IN ACCORANCE WITH THE PROVISIONS OF THE CONTRACTOR'S A LOCATION IN CLOSE PROXIMITY T0, BUT WHICH DOES NOT PHYSICALLY LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000 5// MANHOLE B 2-025/ PROTECT/ON OF MA/NL/NE QHOUSE CONNECT/ON SEWERS INTERFERE WITH THE PROPOSED STORM DRAIN CONDUIT AND APPURTENANT ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE 512 CONC. RINGS , REDUCER a PIPE FOR MANHOLE SHAFT 2-0393 CONCRETE COLLAR STRUCTURES. TIME THIS CONTRACT IS AWARDED. 5/6 ROUNDED- P/PE ENDS /N ORA/NAGE STRUCTURE 2-0466 CR/TER/A FOR THE DES/GN OF SHORING OF EXCAVAT/ON 13. PRIOR TO DELIVERY OF REINFORCED CONCRETE PIPE TO THE PROJECT SITE, 37 . WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID 5/8 LOCAL DEPRESS/ON FOR SIDE AAEN/NG CATCH BAS/NS THE CONTRACTOR SHALL ARRANGE FOR A CERTIFICATE OF COMPLIANCE FROM THE SUPPORTS SHALL BE IN ACCORDANCE WITH STANDARD DRAWING 2-D 173.1, 2, MANUFACTURER THAT THE PIPE MEETS THE TESTING REQUIREMENTS OF THE 3, UNLESS OTHERWISE INDICATED. STANDARD SPECIFICATIONS. 38. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM DRAIN 14 . THE CONTRACTOR SHALL VERIFY THE EXISTING FLOWLINE ELEVATIONS PRIOR TRENCH SHALL BE SUPPORTED IN ACCORDANCE WITH STANDARD DRAWING 2-D CUCAMONGA CO. WATER DISTRICT TO STORM DRAIN CONSTRUCTION. AFTER VERIFICATION, ALL CONSTRUCTION 173.1 TO .3 AND ENCASED PER GENERAL NOTE 1 ON STANDARD DRAWING 2-D MUST PROCEED FROM DOWNSTREAM TO UPSTREAM TERMINUS. ANY CHANGE IN 173.1. /5 SEWER LATERAL GRADE MUST BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 39. WHEN INDICATED ON THE DRAWINGS, SANITARY SEWERS AND HOUSE CONNECTIONS 18 MANHOLE SHALL BE ENCASED OR BLANKETED IN ACCORDANCE WITH STANDARD DRAWING 2-D 15. STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE CENTERLINE OF THE CONDUIT, OR ON A LINE NORMAL TO THE CENTERLINE OF THE CONDUIT, 251 . RESURFACING PAY LIMITS EXCEPT WHERE NOTED OTHERWISE. 40 . ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER SEE NOTE A ABOVE EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE CONSTRUCTED AT THE 6" TRENCH WIDTH 6" CAL -TRANS 16 . STATIONS AND INVERT ELEVATIONS OF PIPE SHOWN ON THE PROFILES ARE AT SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS, UNLESS THE FACE OF THE CONDUIT, UNLESS OTHERWISE SHOWN. OTHERWISE NOTED. ' D-80 S/NGL£ BOX CUL VER 17 . ALL P.C.C. REMOVALS SHALL BE SAWCUT. 41. THE CHANGE IN GRADE OF THE CONNECTOR PIPE MAY OCCUR EITHER OVER OR A- e- EXCAVAT/QN AMID BACK LL OE / ,- R.C.�. CULVERTS UNDER AN EXISTING UTILITY. THE PARTICULAR, UTILITY AT WHICH THE � � �`r��`�i.►r`,i- ✓ l�� �� OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE HANGE IN GRADE. OCCURS, IS NOTED ON THE PROs ECT DRAWINGS. AT 1 �D 83 BOX CULVERT MISCELLANEOUS DE TA/LS 18. DESIGN C , ASSUMPTION THE PIPE WILL BE INSTALLED IN ACCORDANCE WITH THE CITY OF LOCATIONS WHERE UTILITY CROSSINGS ARE MARKED O , THE CONNECTOR EX/ST. SECTION PER PROP. SECT/ON PER RANCHO CUCAMONGA STANDARD NUMBER 513. IF THE TRENCH WIDTH EXCEEDS pjpE GRADE WILL BREAK OVE THE UTILITY. AT LOCATIONS WHERE UTILITY RESURFACING SCHEDULE RESURFACING SCHEQULE -a_,J. THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 24 INCHES THE BEDDING SHALL CROSSINGS ARE MARKED u� ,THE CONNECTOR PIPE GRADE WILL BREAK BE MODIF18D AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. UNDER THE UTILITY. Q DETAIL NOTES , a.4./SURVEY NOTES, sNr. No. .. 5_/1.87 �jWF THE PROPOSED MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. BACKFILL W1TH NATIVE PITY 42. ON THOSE CONNECTOR PIPES WHERE CHANGE IN GRADE IS NOT INDICATED, IT \ MATERIAL . COMPACT TO DESCRIPTION OF REVISION DATE 19. ALL OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF IS ASSUMED THAT THE CONNECTOR PIPE CAN BE LAID ON A STRAIGHT GRADE /2PIPE O.D. 90 9v MIN. SEE SOILS REfbRT APPROVED " /2" EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES SHALL BE ABANDONED BY FROM THE CATCH BASIN TO THE STORM DRAIN WITHOUT INTERFERENCE WITHCI Y O RANCHOCUCAMONGA THE CONTRACTOR UPON APPROVAL OF THE ENGINEER IN CONFORMANCE WITH UTILITIES. j MAX. MAX. SECTION 306-5 OF THE STANDARD SPECIFICATIONS. 43. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS TO DETERMINE THE _ NOTES, DETA/L S AND RESURFACING SCHEDULE 20 . TIES FOR CATCH BASINS AS SHOWN ON THE DRAWINGS ARE FROM CURB RETURN EXACT LOCATION AND DEPTH f�F UTILITIES, EXCEPT SANITARY SEWER, WHICH _ N TO CENTERLINE OF CATCH BASIN, UNLESS OTHERWISE SHOWN. ARE MARKED o0 OR ug . AFTER THE EXACT LOCATION OF A UTILITY BACKFILL W/TH CLEAN SAND - HAS BEEN DETERMINED, THE GRADE AND ALIGNMENT OF THE CONNECTOR PIPE OR GRAVELLY SAND W/TH AREA S� STORM DRAIN 21 . LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS, WILL BE STAKED SO AS TO CLEAR THE UTILITY. S.E. _ 30. COMPACT TO AS SHOWN ON THE DRAWINGS, ARE SCHEMATIC. IT IS INTENDED THAT SUCH 90 % MIN. S£E SOILS REPORT JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE CATCH BASIN, UNLESS 44. WHERE CONNECTOR PIPE HAS A GRADE CHANGE EXCEEDING 5°4S' OR DIFFERS IN TURNER AVENUE LATERAL A DETAIL OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES DIAMETER FROM THAT OF EXISTING PIPE, THE USE OF A CONCRETE COLLAR AS - -- OTHERWISE. IN ALL CASES THE EXACT LOCATIONS WILL BE DETERMINED IN PER STANDARD DRAWING 2-D393 SHALL BE INCORPORATED. �OfESS1� MEET FIELD CONDITIONS. • , • _ - l�� �4l THE FIELD BY THE ENGINEER TO `•� • S,� APPROVED 8Y: DATE._ jam;• �r s CITY ENGINEER R.C.E. NO. 7 22 . MONOLITHIC CATCH BASIN CONNECTIONS SHALL BE CONSTRUCTED WHERE col `j ' APPLICABLE. - sp.3 1.9r f r} DESIGN PLANS PREPARED BY RECOMMEND JK EY Fff�U����\?clvtt DRAWN Q SHEET 7 /6 CONSULTI G IL ENGINEERS Of CHECKED No 14626 DR witf NQs_� ' FILE NO 87-002 ///✓ j ,ej - - - - I .- . I . I - . - -w PHA SE 2 -, I . N. /. 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DOUBLE COURSE BRICK AND MORTAR PLUG. 4 w HIGH PRESSURE GAS MAIN 6 ' I L.0. CASE B. G= 2',H=2" 54 /0' 3� v S7 FURNISH AND PLACE 18'R.C.P. USE EXTREME CAUTION FOR A 75 L. /8"R.C.P. 20000 60 CONST. MANHOLE TYPE A' PER C/TY STD. NO. 5/0 o ANY wYORK AD✓ACE/1IT TO �. s7 , °O GAS UA IN. �'� 6/ CONST. MANHOLE TYPE B` PER CITY STD. NO. 5// N CO x : I 7/ 63 CONST ✓UNCTION STRUCTURE TYPE A` PER C/TY STD. NO. 508 SEE PROF/LE 'H', SH T.�2� 66 CONST. CATCH BASIN NO. 5, 6 GRATES PER L.A.C.F. C.O. STD. N0. 2-D/64 � r \ M TI , • I 57 C.B. No. 5, 6 GRATES, W=20'-2//4" &,--- is CONST. CATCH BASIN NO. /, W=/0` PER CITY STD. NO. 502 R O I W 4 9 II V : 5.00 ' , 57 L.F. 27"R.C.P. % ° 70 CONST. CATCH BAS/N NO. /, W=28 PER CITY STD. NO.502 to � p h o O I /500 0 , MOO/FY FLOOR FOR -i II h o Z I 66 S/DE OUTLET It a # a 1 t 1 7/ CONST. LOCAL DEPRESSION, G=2 PER C/TY STD. NO. 5/8 (Z h k # N I O NOTE GRATES TO BE BIC YCL E PROOF 4 2 � 3 55 74 PROTECT SAN/rARY SEWER PER L.A.C.F•C.D. STD. 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EX/ST. h• a o`'� \°�4° � p� - 2/"R.C.P. 20000 STURM DRAIN CONNECTOR PIPE PROF/LES lb 0 ° AREA STORM DRAIN 0.067/ S= 0.0200 65.47L.F. 2/ 'R.C.P. Zoon o / J „ 5O- ,0 50'� \ TURNER AVENUE LATERAL — --—— ——_ C. P. PROF/L E �A \� gp C?' z8. oo' DAY E: • I � �J• � � � �• _ APPROVED 43Y: /5-1E• 46. 40 \°g9� C. P. PROF/L E �A —2 ���{�s�,� y�� CITY ENGINEER _ �` — R£ tnEN _ - R c E. No �--�-3 AREA 7lZt S. D. �tiZ�%+r�� SA/��� DESIGN PLANS PREPARED BY COM Gf /o. 50' /6 t •38. 00 /�� �� r� 404 7"'t— J 40. i+=L'� ' DRAWN H E E T \� /4.50' 65.36' AREA :ZT S. D. �s �' ,f.,. f^ Vt 0 2a A it Exp.3-?1 89 / 6 Q \°gGxa��" ! /'(��1 �`l�r CONSULTING, IVIL ENGINEERS OFy CHECKED �.£. NO 14526 � AWING NO. - '��• DATE FILE NO 87-002 12'_ 7„ /,_9„ ALONG iF r tf)L� �1t! NEW REPLACEMENT STEEL SIZED AND SPACED PER *4 TRIMMERS X N WALL SECT/ON 'L ' SCHEDULE AS SHOWN ON U.S.A. CORPS *40 /2" X 3 -* 7 OF ENGINEERS DEER CREEK CHANNEL PL ANS, SHEET 27 OF 86 #•4 @ /2" NEW STEEL REPLACES EX/ST/NG WALL REINFORCING " STEEL. NEW REBARS SHALL NOT BE OF LESSER SIZE #4@24 m OR GREATER SPACING THAN EX/ST/NG BARS. HORIZONTAL X #4@/2"�-* BARS SHALL LAP EX/ST/l'JG ffOR/ZONTAL A MINIMUM OF 12" /2" 4# 7 C /21' 1 2411 STD. HOOK Ar CHANNEL WALL 1 _ 2" _ 2'//2" o� L CL R. CL R. J� I N t� 4 # 7 7 (j� 12" —� STD. HOOK N � 59 /2 STD. HOOK AT CHANNEL WALL �o L� NOTE WE5T FACE CHANNEL WALL: ff00K BOT TOM VERT. RE/NF. I BARS Ar OPEN/NG. EAST FACE CHANNEL WALL BEND BOTTOM VERT. RE/NF. w 2 # 7 BARS /N 36" A T OPENING. ALL HON/Z. BARS SHALL BE 2 CUT 2 I/2"FROM OPEN/NG. o EX/ST. WA L L CONSTR. ✓T. N v 'c, • • • • • • • o ooh _ 1 1 yip N 2 EX/ST. CHANNEL ►h 1 I INVERT SLAB /,_ 2„ 611 # 5 IZ PP6 Q- .I 4C /2 � v 3 # 7 � 660 5 � ' P, @ IZ DESIGN DATA ?j1 f� = 3,250 p.s.i / �2 ' 0, p'l-5 fs = 24, 000 p.s.i SECT/ON A - A 3 41p� SCALE : 3/4 " = / '- 0" P 1. 0 .�U�F S.C�rti n14�2r 4 CIUit 11 _ N, REV/SED BREAKOUT L/M/TS PER U.S.A.C.E. 8//2/87 t - PL AN VIEW „- SHEET NO. 8 SHEET REF. 5"//-87 Z SCAL E: 3/4 / O �cry Y DESCRIPTION OF REVISION DATE CITY v APPROEO: w CITY OF RANCHO CUCAMONGA Z ~ ~ O `I V I I ZQ Q �� CHANNEL � W INLET DETAILS � � C:) t.�j W 50 AREA STORM DRAIN W � N - - _ ____ __ N _y - DEER CREEK CHANNEL AT HUMBOLT AVE. APPROVED BY: DATE: ----- ------== � . --- ----- -------� CITY ENGINEER fir/ �� RC.E N0. LA3�� NOTE 'A ' 1 1 1 R;6 2 DESIGN PLANS PREPARED BY RECQMMEN 0 £X/ST. VERT/CAL WALL N 30000'00" j/ 2 ` SEE NOTE 'A ' AT LEFT STEEL TO REMAIN /N PLACE /2 N V P 2 ## 7 2 # 4P /2" DRAWN D �€E T � FOR THIS AREA c /2" 2'-6//2" AS SHOWN CE CONSULTING VtL ENGINEERS /� OF /V 5'- „ 2 ' 6" 9'-6" 9,-6 3 '- 6112" 6'- //2 " CHECKED 14526 DRAWING NO. uft'C.E. NO �G� LE NO 87-002 DATE FI _.. r - r II Ile \ I fil TOP OF CHANNEL WALL I �REAIOVE B REPLACE CHAWEL L_I 1 1 WALL FENCE. GROUT POSTS 22 /N /2" DEEP HOLES. (T YP. ) I co 2 BREAKOUT LIMITS BREAKOUT L/M/TS O 0 NOTE SEE PLA*,V/FW B SEC. `A —A' J ` .`II ON SHEE T /3J ND SEC. 'B— 8 ' I HEREON FOR ALL REINFORCING. M I � Q) k � O W A A 2,-6" 9'- 6,• O /O '- 6" 2 '--6//2„ 5'- O " 11 6'- 5//2" jr I EX/ST. CONSTR. JO/Nr EX/ST. CONSTR. IolNr----, N CHANNEL FLOOR BREAKOUT L/M/TS M BREAKOUT L/M/TS 16112" 8'- 6" /61,2 EL E VA TION #4@ 12" # 76? 12" 4#- 50 /2" SCALE : 3/4"_ /' O„ 6 # 7AT # 7@ /2" D EACH CORNER I4 # 5 4 * 5— �o #4@ /2" Iq # 4 12 # 7@ 12" # 7 @ /2" C� I � 5@ /2 _—/ 8'—6 " 21/2" LR. T Yp I Q RE V13ED BREA KOU T L/M/TS PER U.S.A.C.E. 8//2/87 gw ' ' _ 2 CLR q� SECT/ON B B T Yp SHEET N0. A. SHEET REFERENCE ._. 5-11 -87 ${J� DESCRIPTION OF REVISION DATE CITY SCALE : 3/4 = / — OAPROVED. 10 'TY OF RANCHO CUCAMONGPA CHANNEL /NL E T DE TA/L S AREA S TORM DRAIN -� DEER CREEK CHANNEL AT HUMBOL T AVE. K. 5, Y� APPROVED 8Y: - DATE: CITY ENGINEER i!?. 1���� � r� DESIGN PLANS PREPARED BY RECppMME�NW D 4 5 J 3-al k3 :} _ •r ` r 4 5 �— �l/t r�vlt (����� DRAWN p SHEET T f��f 0 - 5 @ /2" ` 4 /2 " CONSULTI CIVIL ENGINEERS C 14 OF /V Miv CHECKED ; WC.E. t 4526DRAWING NO. , w DATE FILE NO S7"002 I, 95671 T-r i i -i -r -r r - - -- - .._ -T _._ _ -_ --- - -r-��- - �� �-r- -r-7-T-- T-T-T--r- ter-- �- -� --T-- - - - - - - -� �- �-I- r-r-,-r-- -! T- -T- - -T-T- �T-T-,- -r- -r- - - - -T-f -r-T-r-r- r-- --r-` � � � F__111� r - -r t + r i I '-f s i i i [ i11 -._ - -. _ _ i}} _.-_ ++ $ -��-r r : j}��, I - , I } r i i i - i i I r 'i 4 r r i 1 r -�-- -r- r. 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STD. /5 I 84 FURNISH 8 PLACE 4 I�V.C.P. HOUSE CONNECT/ON PER C.C.W.D. No. /5 , 24� w, /8�w/� I 2"G,c, /7.5/E/f I I 85 R EPL ACE PERMANENT SURFACING PER SCHEDULE ON SHEET ' 7� � 8 W, 26 W 5 W(ABN.)i-/6 E/I � - -.J /2"SEWER, VAR. Elf 48"S.D., /2. 5 /E/e 8' 32' 32' 84 I 84 84 I 84 84 ! 84 84 I 84 I 84 I 84 I ' I O - ' - : 0) cp � � N % ' I % b + •,� O 1 ' N I I•� 1 M 1' , K ' ' 2,'-S.°.,VAR. \ HU BOLT i J Y AVENU' i I -1 I .r-\- / / .:--:::= O f 00 EX/S T. M.H. — i- h III -7r---7r- 1* 80 g2 I , ma'D/ �l 1 / 13 _ oo • • 1IBw •o/ h o�� RECHANNEL BASE PER 83 � � � o _ DETAIL HEREON - •- - --- _ _ - --- --_ ___r —� _ - �- --- -- 1 in hc`. - �--` �- _ _ --- ---.0 1 r � 8 — ll 82 83 83 S 82 83 2 83 ? h i /2"SEWER, 5' W/f — _ Il \ ZO ^ 2 I� zt pp Z � 1 - 2"G, 26� W/F g a h 0i / O 85 h Cw b I 3 c3 = W g 3 .,1 CH/SEL OUT EX/ST. CONCRETE SHELF TO FORM NEW I T C�1 (o N N'y (ai M N 8� - - $� :11111 - - Bt CHANNEL. SM00 TH CHANNEL SURFACE Wl TH //2 CLASS - J i _ EX/ST/NG SHEL F-�, . 1 I�i 'B' MORTAR. 1 +� _{ }- r+N� I _ - CORE CUT HOLE 0.D. t 2"MAX. F- 11 k EX/STING CHANNEL i - A. T. S. F RA/L ROAD . ;• 'SECURELY FASTEN Ox /2`I STUB /N TO EX/ST/NG PRECAST CONC. .01 O CORED HOLE W/T// CLASS 'B' MORTAR . „ I MANHOLE I EX/ST/NG OUTLET 80 MANHOLE DEM /L j'koll•.�'�'k'x rc-'_p q��, NO SCALE ��'�'/, `l 'G) 'j "N � �, .� �3 IwI, r ',,, ,t Ell.3-310 -} `�'I ii- r�tjEC r F—F- BEENCr'i %lAiiK NO. /// A P!AN'3 PRcPAii,�> UND ii 'IJP--_i' VI'3ION OF PLANS PREPARED BY I�.\rte :1PPi�0`/E0 /���/� _/"Z ---__- _- ---- - �>c�1GNED 3Y 0,?A'NlJ 3Y CiilCKln0 3Y ' Y/Af��r? �0,iA VING No. _F 8th ST. a TURNER' AVE. CONC. NA NAIL IN D 17821 E. 17th ST. 3Y /01 !,�� �, __ _ U(,' .No�O�1(3A (J"' �`i r\( Oi � rf� i�, r1 r� ///9 /N CHSLO. Cl0 , 23• N/O E 8/hST. I /2' _____- - DIlz rT ENGINE ----- - rusrlN,CALIF. 92680 _ � - - - -- -� — ----- -- -- ---� SFWER PLAN AND PROF/LE E/O L TURNER AVE. 44.5 S/O SOUTH r\ 11 I I /� �� I RAIL OF MA/NL/NE TRACKS 2'8ELOW CONSULT[ CIVIL ENGINEERS (714) 832-4707 (�IJr;;���OiJGA �:OUTJ TY �r,r��Arr��i `JI J rIZl(ir 3C.1! I o iiK 0,40E,i No. HUMBC�L T f1 VENUE �T-- -_ 15-//•871 TRACKS. __ - - - - _ - - � FNGINE, (RING G,EE PART„1,NT / SHEET NO. a SHEET NOTES .. . I �E.NO 14526 9—641 3AN 3ERNARDINO HOA1), CUCAN10NGA, CA. 91130 r� [)A T! __- - - - _ TURNER AVENUE` TO DEER CREEK CHANNEL -.)ii r./5 ("r/6 - -- R r C. - /4526 87-002 c-r I4) ,37-2-91 F.,- 0E.`.RIPTION oArc1:�i'Pu ELEV. = ///0.057 - - ____-- --------_- DATE FILE N0. i f r LOG OF BORING N2 7 LOG OF BORING N2 a LOG OF BORING N2 to LOG OF BORING N2 9 DATE DRILLED 4-2-87 DRILLING EQUIPMENT 8" Eiollowstem DATE DRILLED 4-2-87 GRILLING EQUIPMEtIT 8" Hollowstem DAVE DRILLED 4-2-87 FpRILLING EQUIPMENT 81, Hollowstem DAVE DRILLED 4-2-87 DRILLING EQU1Pt.�EtIT g�� Hollowstem DRIVING WEIGHT 140 pounds - 24" Drop Station 13+45 DRIVING WEIGHT 140 pounds - 24" Drop Station 19+80 1 DRIVING WEIGHT 140 pounds 24" Drop Station 25+15 DRIVING WEIGHT 140 pounds - 24" Drop Station 30+00 1 'lv;"' o.' tpj'A� _—,r r r C'yl 1-80�_ IIII1II(I I(iIIIIII I1IIItIIIiI I 1I1III 11I1I !!I1I.i�IIiiIIII1ii Iii Ilil I1i lIlIII1IllI IiI IiIlIIIII(1II I lIII1iI II1IITlII I(I II T—IIIIIIi—(1!IIIiI!iI I1(I IIrI-III.III I I-IIIIIIIIII1I II !IIIIIII1I iI I!II 1i( c 1IIII)II IIIIlIt IIII .IIII-IIII1IIIIII IIII 1 IIIII(II II IiIII IiIIIIllIIIII I I 1tIIIII(II!I III(iIIIIIIIIII IIII)I( I g2 ° ®, 11. 5c' 71-1—CII1I1(IIII(1III-III)l11I I I III!(ii'IIIIIlII1iIiII iIIllIji`II II I(I-IIII—II IIIIIIIII—III TII II --1III1I IIIIII-I11I IIIIIIIIiI IIIIIIII'1II II I ' �Fsycp 'F1II1II1IIII II(1I I11IIII I F. ANTICI iIII1III (I)r-1!I!1iIII'I'IiIII—I1IiII!lIIIlII_II!iIIlI IIIII I I I III1IICIIIIIII!1IIII iII 1lIIIlTIII 1I IIl IIII1III.IIIIIIIII I!I 1 II II SHEAR ATEO r_IIIIIIIIIIP'KIPSPERSQUa EI I I III II FIIiIIII OIIIIIIIlII � II O SHEAR ANTICI ATEO II IITSHEAR RESISTANCE ANTIClPA1E0 SHEAR RESISTANCE AHtICIPATEO CdP!KIPSPERSOVA SQUARE FOOT PRESSURE ° s � o c y v PRESSURE-KIPS PERSQUARE FOOT PRESSUREOPRESSURE -KIPS S PERSQUARE F00:T, ry° r�fr —r— . S01 . oi °( pSOILS sp 1 2 3 aSOILS °l st ° �� S � , T 0 1 2 3 4RS ° c" CLASSIFICATIONCLASSIFICATIOi ° tGIYCI "IP .E � TG� U015TURE CONTENT, / DRY WEIGH) uoISIURE% DRY TFrUOISURE CONTENT % DRY WEIGHT 'v, , / DRY WEIGHT r RE COtv, — 1- - — oo , ♦ 0 3C ♦ 1020 34 44 20 3,0 C♦ 10 20 30 40 SC m♦ 10 20 34 40 SCUOISTU SILTsome sand Brow Mois Soft Five inches A. C. ove 4" oncr to SAND, fine, trace town S1. Comp SAND, fine, some rown 1. Mo t Hoist silt oist Comp. Sand, fine SAND, fine, clean own S1. Mod. [ IT silt of st Comp. FI [ to TR 182 3 13 1 185Mod. 102 � TILT Comp.SAND (f-m) , trace sil 80 $ trace clay Comp. -mtracesl3185 124 I ( 3 trace gravel to 3" T2aceyravelto Gravelly 93 Sandy � I IIII I I III IF_m clean Comp. trace gravel t I A 3' Increase silt F-m clean 119 87trice gravel to _86- lit 8b ( I Sand trace, Large rock 11 gravel1 122silt 4 IIIi ll IC119 8 I I I ace clay ery Firm c�m 127 3( SILT, tr9 89 1104( SILT trace clay I IIII 1 1 oist to 83 Stif ISAND, silty 11riff 111 Gravelly to b I iTIIJ Tff tl I- I 15 Clay, some silt and Trace some silt i5 10 i Some clay oft ° 10 3 irm. 11 1111gravel 3 124 2 1nd of Boring Q 16' End of Boring Q 16.5' End of Boring End of Boring 16.5 Cavin 13' 1111 1111 ! II Caving @ 6' Caving at seven feet No ground water Noground waterNo ground water Ilr111 II III I II III i III 11 � 11111 1 III IIII III IIIIII ) IIII III Jill 1 III IIII III IIIIII IIII li I IIT 1 fi11II (X11 1 ( 11 it IT 2 II°(°c • J! L 11 2 Rancho Cucamonga Storm Drain S-1039-F Rancho Cucamonga Storm Drain g PROJECT No. g PROJECT No. S-1039-F PROJECT No. PROJECT No. 5-1439-F Rancho Cucamonga Storm Drain S-1439-F Rancho Cu camon a Storm Drain Arrow Highway and Turner Avenue Arrow Highway and Turner Avenue Arrow Highway andTurner Avenue Arrow Highway and Turner Avenue i Rancho Cucamonga, California PLATE H Rancho Cucamonga, California PLATE I Rancho Cucamonga, California PLATE K Rancho Cucamonga, California PLATE J i t / SHEEt NO. . .. 5-1/87 DESCRIPTION OF REVISION DATE CITY APPROVED. CITY O ANON® CUCAMONGA LOGS OF BOR/NGS AREA 6r0RM DRA/N rURNER A VENUE L A rERA L APPROVED BY: DATE: CITY ENGINEER R.C.E. �� rJ DESIGN PLANS PREPAREO 8Y RECOMMENDED Eye 3 3!89 4 DRAWN 4 — SHEET /6 of /6 0 CONSULT G CIVIL ENGINEERS C'If CKEO v RCE NO 14326 ORAW1 d- NO DATE FILE NO 87"002 ' M'