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HomeMy WebLinkAbout1268-D t i h x t S4 " S >M w 3 � a .. Jill { - ' htmm 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY LINES OR ® STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED, BY A SEARCH AVAILABLEOF THE IS MADE THAT ALL oca i nw LOCATIONSSUBSTRUCTURES ARE SHOWN OR THAT THE HUM escrip 1, n EXACT. THE CONTRACTOR® w I 1 1 " 1. TITLE a og PROTECTMEASURES TO :_; 11 LI INCLUDING 1L FRECORD OR NOT SHOWN. ISCHEDULE , . . I +VfYAVE. T 50 ASE tcvE RD.3. STORM L 1 T ® / T + 00 1 ISERVICE 4. STORM D AIN LAN PROFILE .., - k TELEPHONE NO. r 5. SINGLE I F CE TE BOX DETAILS t I l ILLL L FOLLOWING UTILITY COMPANIES 6. TRANSITION TIL 1CONSTRUCTION . r . 8 SEWER RELOCATION PLAN' a PROFILE VINEYARD AVE. TO STA. I3+?5 � � �a GENERAL TELEPHONE CO. ( 7) 4 13 �- PALO ALTO RD. a CLIC O T DISTRICT 0 ) 1 IL T r f�' TO TA. 16 +66. 79 � � _ BALSA ST.SEWER •: tu . r_ SOUTHERN CALIFORNIA GAS CO. (909) 335* .,7/ �ANDLEwQoa SOUTHERN CALIFORNIA EDISON- CO. 7-64 1!< U.S SPR IN T �., ( } • . YEN ST. 4• oQca fq 'Lu L '` II CHURCH ST. w CHURCH ST. a w 4> a . THIS PROJECT IS BEING CONSTRUCTED UNDER PERMIT O - THE AN RNAROINo COUNTY FLOOD CONTROL DISTRICT. ,x x • THE LHAVE A VALID T CALIFORNIA CLASS ".k I . '� r x L 1 SA RDINO ROAD t EX1S7"IN � �t-- STORM DRAIN NOTE FOOTHILL " LVD. i • CITYCRIPTIONF Evr �� DATE, THE CONTRACTORt SHALL VERIFY ALL. CONTROLLING nprRoaEo 1 L I r I I ► HA SHt �°. A a so Afts aim C14010Y DOW RANCM uu MVNGA { ANY MATERIALS. Location _j j . " r eQ �i w f s ASIS OF BE RINGS BENCH MARK No. 1 04 APPROVED BY* DATE. CITY ENGINEER , R.Q.E. NO. 2239`7 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER THE BEARING FOR THE CENTERLINE OF THE (DESIGN PLANS PREPARED BY: RECOMMENDED CUCAMONGA CREEK FLOOD CONTROL CHANNEL ' `" SOUTHERNPACIFICIL1 f STAMPED "CITYCUCAMONGA BM OF - WAY, N 41'` 26' OO" E AS SHOWNSHEET DR�aww � � ....�. . 1 1 7'.°. T . . CORNER OF CARNELIAN ST® pA ON THE SAN BERNARDINOFLOOD CONTROL AND RED HILL COUNTRY CLUB ., DISTRICT I • IL 1® - 1;. To ELEV, � 1302,317. CNEcotED CR ` NO a N. .T. p J ° NOTES i .s s .. RESURFACING SCHEDULE I I III EXISTING SECTION PROPOSED SECTION STREET FROM TO PAVEMENT BASE PAVEMENT BASE REMARKS r TNICV1 IS THE DEPTH OF INLET OF CATCH BASINS IN SERIES MEASURED FROM TOP mMAT'Lm THICK. m THICK. m THICK. m 11 ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 23, PROVISIONS OF THE AGC/APWA STANDARD SPECIFICATIONS FOR PUBLIC WORKS OF CURB TO INVERT OF CONNECTOR PIPES WITH 19 D ISUPPLEMENTAL TA it A. iB ISSUED BY AND FOR USE IN THE CITY OF RANCHO CUCAMONGAr AND ALSO AS 240 ALL CATCH BASIN OPENINGS SHALL .CONFORM, TO CITY OF RANCHO CUCAMONGA AMENDED IN THE SPECIAL PROVISIONS OF THE PROJECT SPECIFICATION& STANDARD NUMBER 5010 A.C. a C. 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 SITE AT THE TIME OF CONSTRUCTION. 26. WITHIN 3 WORKING DAYS AFTER FINAL SURFACING IS PLACED# ALL MANHOLEr JUNCTION CHAMBER AND VALVE BOX FRAMES AND COVERS SHALL BE ADJUSTED BY 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THE CONTRACTOR TO FINISH GRADE, THIS IS TO BE DONE PRIOR TO PLACING 3 I IT T T Y RESPONSIBLE F DAMAGE FT T T T TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS THE CONTRACTOR'S t �` �• , OPERATIONSt WHETHER OR NOT U FACILITIES PER (t 27, TRENCH BACKFILL SHALL HAVE A MINIMUM OF 90 PERCENT RELATIVE 4. A PERMIT SHALL BE OBTAINED FROM T U �"" T T Via• ��' v� !j ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION SATISFACTION OF THE ENGINEER, TRENCH LINE � ��@' WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY0tJ � EXIST. A.C. 28. AT THE TIME OF COMPACTING THE BASEMENT SOIL AND PREPARING SUBGRADEr x 0lb T IS ' SUCH THAT THE SPECIFIED RELATIVE 5 THE CONTRACTOR SHALL NOTIFY THE CITY- ENGINEER'S OFFICE AT-, LEAST'',3 IF THE MOISTURE CONTEN. XIST. 30 R.C.P SE WORKING DAYS PRIOR TO 'THE START OF ANY CONSTRUCTION FOR CONSTRUCTION COMPACTION CANNO+ 'BE OBTAINED OR THE SUBGRADE IS YIELDINGr THE 8-8 A.C. ON �, `� i El NOTE'A STAKINGO FOLLOWING REMEDIAL ACTION SHOULD BE PROVIDED NATIVE �,� ry. g J S=O. 0150 S 0.0180) �, TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN a.) REMOVE EXCESS MOISTURE BY SCARIFYING AND AERATING OR ACCORANDANCE' WITH CALIFORNIA I BUSINESS TRANSPORTATION AND HOUSING DEPARTMENT (S,A,F,E,) "MANUAL OF TRAFFIC ,) EXCAVATE UNSTABLE AREAS AND BACKFILL WITH SUITABLE x �2 t ti ,�, � � EXIST A.C: BERM IO '�• CONTROL FOR CONSTRUCTION AND MAINTENANICE, WORD 19 H5 EDITION,, AND THE MATERIAL OR SSE OR ��, SPECIAL PROVISIONS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE r 5 4 r •'�,�,, PLACED AND MAINTAINED TO THE SATISFACTION OF THE ENGINEER. NO SUCH C,) INCREASE THE AGGREGATE EASE SECTION OR DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF THE �, �• a �. ��C4 23 PROP. . D. ��?' i , ' NOTE "A" ENGINEERSIIIZE THE BASEMENT SOIL WITH SUITABLE' a�� � C��' 4""A.C. ON � 0 �'y �' PROTECr EXIST SEWER PER PRIOR TO PERFORMING ANY EXCAVATION ON THIS PROJIECTj THE' CONTRACTOR, Q� ,, 2 t �` NATIVE ��,g4 ® "'S�r L.A.C.FC.D, STD. 2-D251, ®�ri CD D. 4 O 4 •C �'L� CASE , SEG. D •-D. �olb XSHALL SUBMIT SHORING DRAWINGS TO THE CITY ENGINEER FOR APPROVAL. IF e.) PROVIDE AN ALTERNATIVE METHOD SUITABLE TO THE CITY ® 4• �, PROTECT F O EXIST. ,H D�° 4 4 SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION ENGINEERS ' cr. Toe in J.S.SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF INDUSTRIAL SAPETYp THEN SHORING CALCULATIONS AND DRAWINGS 29. JUNCTION CHAMBER COVERS SHALL BE LEFT AT LEAST 6 INCHES BELOW . . cS SHALL BE PREPARED, BY A CALIFORNIA REGISTERED CIVIL ENGINEER. SUBGRADE AND BROUGHT TO FINAL GRADE UPON_,COMPLETION OF STREET PAVIING9 FINAL FRAME SEATING SHALL BE 1/'S INCH BELOW ASPHALT SURFACE, 81 SOIL BORING LOGS SHOWN ISPECIFICATIONS MOVE DISPOSE=.EXIST. 30" .C:P. FURNISH PLACE29.74 L.F NEW O .C.P. 135FOR THE CONTRACTOR FOR SUCH USES AS HE 'MAY CHOOSE TO MAKE OF THEN IN 30. STREET RESURFACING SHALL BE CONSTRUCTED PER SCHEDULE SHOWN HEREOND OD THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES, NO VINEYARD AVE. GUARANTEE, EITHER EXPRESSED OR IMPLIEDF THAT SUCH SOIL BORINGS35 31. R F I H Y I LC.H.J._ I ( I , . REPRESENT A TRUE AND COMPLETE CROSS SECTION OF ALL THE MATERIAL TO'BE DATEU DECEMBER 28, I_ I I I IOFFICE . ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORK ON THIS PROJECTS 90 EXISTING` UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR 32. THE CONTRACTOR SMALL REMOVE ALL WATER MAIN -P,C,C, THRUST BLOCKS THAT � DETAIL �� 3 INTERFERE WITH CONSTRUCTION AND REPLACE ,SAME PER CUCA1�iGI�GA COUNTY UNLESS OTHERWISE NOTED. ALL PIPELINES OR SUBSTRUCTURES OF, ANYKINDr WATER DISTRICT STANDARDSO ® MODIFICATION TO �' TELEPHONE OR POWER POLESt WATER METERSe VALVESt FIRE r • SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE ® THE CONTRACTOR, THE CCNTRAC IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE � 4 r CONVENIENCE OF H C � TOR SHALL H�AEE HIS OWN co REMOVEDe RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A , ANYTHE ,CITY OF RANCHO , ITEM OF WORK REQUIRED BY THESEPLANS WHICH IS NOT SPECIFICIALLY 51 1_____REGRADE TO EXIST. LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED LINES AND GRADES WORKSto of10. PRIVATE AND PUBLIC UTILITIESF IF SHOWN# REFLECT AVAILABLE RECORDIN THE OTHERITEMS OF DATA, THE CONTRACTOR SHALL BE RESPONSIBLE. FOR LOCATING ALL LINES AFFECTINTG THE PROJECT WORK AND POR ANY DAMAGE OR PROTECTION TO THESE 3 , CI'T3t APPR®VAL OF PLANS DOES 1�OT RELIEVE THE CONTRACTOR FRUIT � CL.R. � �L•R tr tt CL.Fs'. CL R. a SCALE 3/8 = r QLINES* ' PRIOR TO STARTING CONSTRUCTION OF THIS PROJECTe THE NATIVE MATERIAL a LINESRESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITY BACKFILL WORK BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVALS ci SHALL BE rLOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEWER 35, WORK SITE AND EXTERIOR STREETS SHALL BE MAINTAINED IN A NEATF CLEAN,? VARIES r NOTE: BOTH SIDES OF TRENCH 16 108 HOUSE CONNECTIONS ARE APPROXIMATE: ONLY. TH& CONTRACTOR SHALL FIELD HAZARD FREEgr ORDERLY STATEO, THROUGHOUT, CONSTRUCTIONS SITE 7 '-REQUIRE SOLID SHORING FROM LOCATE LATERALSO CLEANED, UPON REQUEST OF THE INSPECTOR, 131 STA. I r a , o r AND THE OWNER WILL REINSTALL A NEW SECtION, OF THE AFFECTED UTILITY AT CONTRACTOR) IN ACCORANCE WITH THE PROVISIONS OF THE CONTRACTOR'S BUT WHICH DOES NOT PHYSICALLY A LOCATION IN CLOSE PROXIMITY TOr LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODEv, SECTION 7000 . m INTERFEIRB *WITH THE PROPOSED STORK DRAIN CONDUIT AND APPURTENANT E7 SEQ) AND RULES AND REGULATIONS -ADOPTED PURSUANT THERETO AT THE NOTE : STEEL SHOWIS _ Bt • 6 • AWARDED, UJ STRUCTURESe TIME' THIS CONTRACT IS r ADDITION 01w Ur Y . .C. . co 130 PRIOR TO DELIVERY OF REINFORCED CONCRETE PIPE TO THE PROJECT' IT STD. 2- DI8 0. THE CONTRACTOR SHALL ARRANGE FOR A CERTIFICATE OF COMPLIANCE FROM THE „ CL SUPPORTS SHALL BE IN ACCORDANCE WITH L.A.-G.FC.D. TD: , MANUFACTURER THAT THE PIPE MEETS THE TESTING REQUIREMENTS OF THE 36, UNLESS OTHERWISE INDICATEDO 4 STANDARD SPECIFICATIONS ” 380 SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STOR14 DRAIN ca 140 THE ,CONTRACTOR SHALL VERIFY THE EXISTING FLOWLINE ELEVATIONS PRIOR TRENCH SHALL BE SUPPORTED IN ACCORDANCE WITH C IMPORTED r ". B. . . TO STORM DRAIN CONSTRUCTIONS AFTER VERIFICATIONp ALL CONSTRUCTION , L• . CONSTRUCTIONSMUST PROCEED FROM DOWNSTREAM TO UPSTREAM TERMINUS. ANY CHANGE IN 173,1. GRADE MUST BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO ,6 WHEN INDICATED ON THE DRAWINGSso SANITARY SEWERS AND HOUSE CONNECTIONS IMPORTED SHALL—BE ENCASED OR BLANKETED IN.ACCORDANCE WITH L. . . BEDDING 150 STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE CENTERLINE OF . - 2510 THE CONDUITe OR ON A LINE NORMAL TO THE CENTERLINE OF THE CONDUITp EXCEPT WHERE NOTED HER 5 ® THE EXIST. 16, STATIONS AND INVERT ELEVATION'S OF PIPE SHOWN ON THE PROFILES ARE AT TINIMPROVEMENTSNT B CONS UCTEDD HE CONSTRUCTED AT LINES GRADES SAME ELEVATION AND LOCATION AS THE EXISTING II�PRO�#'El�tENTS� UNLESSTRENCH DETAIL THE FACE OF THE CONDUIT, UNLESS OTHERWISE SHOWN® OTHERWISE NOTED —�---- 9 i 17, ALL P.C.C. REMOVALS SHALL BE SA UT, 41� THE CHANGE IAT GRADE OF T`HE COIF ECTOR FIFE, MAX OCCUR EITHER OVER GR � UNDER AN EXISTING UTILITY., r, 18, DESIGN OF THE R,C,P, SHOWN O THE CONTRACT` DRAWINGS IS BASED ON' PARTICULAR UTILITY AT WHICH THE THE CHANGE IN GRADE. OCCURS8, IS NOTED ON THE FRC ECT DRAWINGS►, AT � 3 ORASSUMPTION THE PIPE WILL BE INSTALLED IN ACCORDANCE WITH THE CITY OF , LOCATIONS WHERE UTILITY- CROSSINGS ARE MARKED THE CONNECTOR NATIVE IVfATE14r�4L. SACI(RrL.E. r C RANCHO CUCAMONGA STANDARD NUMBER 513. IF THE TRENCH WIDTH EXCEEDS I ILL I ,I m WHERE THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 24 INCHES THE BEDDING SHALL °? CROSSINGS ARE MARKELI ETRE �C�NNEC'rOR PIPE GRADE' WILL BREA�C � NOTE : r PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED, BE MODIFIED AND/OR UNDER THE UTILITY* "� ." SIDESBOTH REQUIRE THE, PROPOSED MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEERS 42. ON THOSE CONNECTOR PIPES WHERE CHANGE 19. ALL OPENINGS RESULTING FROM THE, CUTTING OR PARTIAL REMOVAL OF IS ASSUMED THAT THE CONNECTOR PIPE <... I r . 15 +81 REVISION DESCRIPTION OF AID ON A STRAIGHT GRADEITO STA. 22, + 35 APPRM EXISTING CULVERTSe PIPES OR SIMILAR STRUCTURES SHALL HE ABANDONED BY �' 4� FROM THE CATCH BASIN TO'THE STORM DRAIN WITHOUT INTERFERENCE WITH Ct} 'CONTRACTOR UPON APPROVAL OF THE ENGINEER IN CONFORMANCE WITHTHE O t TY 0 N 0 CUCAM SECTION �. w THE CONTRACTOR SHALL MAKE EXPLORATORY E14AVATIONS TO DETERMINE THE 2Q, TIES FOR CATCH BASINS AS SHOWN ON THE DRAWINGS ARE FRONT CURB RETURN . � EXACT LOCATI�N AND .DEP'TH F° tITI�ITIES,� SCE` SANITARY SEWER, WHICH � �; � _ NOTES � IL U IN UL TO CENTERLINE OF CATCH BASINv UNLESS OTHERWISE SHOWN, w "zAP&U C I& ARE MEED d ®R AFTER THH`RRACT LOCATION OF A UTILITY a� T I r T ' F T CONNECTOR P HAS BEEN AMONGA STORM D RAIN 21. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH. -BASINSFWILL BE STAKED SO AS TO CLEAR THE UTILITY0 cot ®" / -� AS SHOWN ON THE DRAWINGSF ARE SCHEMATIC. IT IS INTENDED THAT SUCH IMPORTED I ► e PHASE I JUN.CTIONS BE LOCATED AT THE DOWNSTREAM -END OF THE CATCH BASINII UNLESS sECTORPIPE HAS A GRADE § S. •, ROC. A DETAIL OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES DIAMETER PROM THAT OF EXISTING v OTHERWISE. TBIK�USW.10? A CONCRETE COLLAR AS L. . . . , THE FIELD BY THE ENGINEER TO MEET FIELD CONDITIONSO APPROVED BY" DATE.'. MAINLINE45. CONSTRUCTION I DELINEATED N T PLANS R.C. O ( L" ) OR.C. CITY ENGINEER— 22. MONOLITHIC CATCH BASIN CONNECTIONS, SHALL BE CONSTRUCTED WHERE IE NO. 223197 "(ALT. H I K I N CALLED U THE . ;z , LT. , IT ALL CONSTRUCTED T ALTERNATES . I L O x ' TRENCH DETAIL CITY OF RANCHO CUCAMONCrA PER CITY rEXCEPT 'HO OUCAWNGAI CA CY17W RARIC 91 AS ODIFrDABOVE. C;V. or rv. •T sun a TOP OF WALL -01" E; BASE 0F.....WA LOS � L 20 $M._o4,0'ovt B a S How fivip TY. CA x LITI BO, ON MO SCALE DESIGIN DAI TA low ­ LIVE LOAD coNCRETEMMENSIONS SHALL BE MEASURED: HORIZONTALLY OR VE10TUIC-ALLY ON THE IRR,"OFILE, AND, PARA L L TO OR AT H20. -S16-44 uoes.s otherw" n, je: DEAD LOAD,,, l! �on: Eart folzod, per M St f ,rrhulal-, wl �O P. c. Ku Kul 06 50 3. 84 Ou tsla,de width of bl,o x 3, If ee. t p"Ims Sidle� eal r th 3 7 p.,sf. per f o.1110 It of de pt Internal wrote..,r pt es su r e 62.4 p,s,,f. pelr foot of de,.plth Wel ght of Concreffe 1,50 pc. f. A, L 0- !!J, -, . . �A­,,,,,, L , E- ST t,,S S REINFORCED COWRETE" SECTION 8,01. If X 4100:0 pw I W do so & lys. fc 18,00 Po 0" 0 4. fsa-,," 24,000, P LENGTHOF-C AND: QBARSAM MEN! CALCULATED FOR A FOtNt,,INCN STARTER WALL. IF TMI E M IG TIME "T im n ,:d shoor ond bo�"jj AS A C Pe I.P0110 31S *,63 BOX S E C T I ON ----- -- 041A S. -ION :JFACE 0F cpwm, -R`ETE TO TEEL S S ARIE T-10 CE' ER: OFBA-R` AN D_ SHALLBE TWO INCHES UNLE �S OTHERWISE SHOWN. 5. THE VER74CAL WALL STEEL IN: NTEMOR WALLS, AND IN LIM— ver c coNCRETEMMENSIONS SHALL BE MEASURED: HORIZONTALLY OR VE10TUIC-ALLY ON THE IRR,"OFILE, AND, PARA L L TO OR AT f RIGHT A LES (OR RADD,,IALLY) CEN E' LI; E OF CON DUIT ON THE PLAN EXCEPT ASOTH­`:'� JSI N 0 E :H E SI OWN: --- 3. Wo 0 ld THE SPLIC-E SHAL BE 20 BAR DIAMETE, S: IN LENGTH. L ALL BAR IBENDS Ato HOOKS SHALL CONF' TO THE' - R11 AN CONCRETE MSTIT. 'UTE "S "B"U- "11' Aw c LD, N, CODE R W S FOR 1`R`EFmE1 61 REINFORCED COWRETE" SECTION 8,01. IN: ALL S`EC 'EVERTICAL T 1IONS LAP C AND Q BARSo T 1H 4. PLACING OF REINFORCEMENT S ALL COMFORIM TO TME AMERICAN CONCREYE INSTITUTEI UtLDING CODE RIEW REMIENTS FOR! LENGTHOF-C AND: QBARSAM MEN! CALCULATED FOR A FOtNt,,INCN STARTER WALL. IF TMI E M IG TIME "T im REIN WED CONCRI,ETE" SECTtON 003. STARTMNALL 5 VIA, IRIED, THE VERTICAL LENG Tff OF THE lb T"""I T111 TRANSVERSE CONSTRUCT10 M NITS SHALL NOT BE 1p CED WITHIN I LA 30 WMES, OF MANHOLE OR jUNCTION STRtCtME OPEN11mo C AND Q� BARS SHALL BE VARIED CORRESPONDINGLY $0 6. TRANSVERSE AS TO MAINTAIN A 30 OIAMETE ETW R LAP 6 EM THE TWO Side ft" Thlickne -:3 B S, TM, BASED ON E THE SMALL R AR. LAPS $HALL BE B BE, P ER 'TE- D. TRANSVERSE CONSTRIXTION JOINTS SHALL BE N ORMAL 00' RADIAL TO THE CENTERLIf4f 01-F CONSTRUCTION. 7. CONCRETE QUANTITIES ARE:61 D ON A SIX-bll)(�� HCH 7. THETRAf6VERSE R IN FORCING STEELSHALL TERMINATE ONE AND ONE-HALF IN CHEE �S:: FROM: THE CONCRETE SURFACES UNLESS FILLET AND! THESTE EL QUANTITIES DOMOT INIMUDE OTMERWME SHOWN ON THE STRI TURAL DETAILs. Uc ANY 01PTIOLONAL SPL,ICES. I. EXPOSED EDGES, OF CONCRETE ME, E ;D. ERS SHALL ':BE ROUNDED OR BEV LE 80 AENT IF WALL TH' X—MESS IS., SIX INCHES P LACE RE iff ORCEM Ic M,, AT T,;, " We C EL, N L w TERII tI4E OF THE I ALLO APPR A'L OF THE (11"N; R. N E THA TWOSPL EN i N ICES WILL;; SEPE'Ri"MITTED IN ANY LONGIT 114AL BAARI -RETWEEN M"'IE '10''MOR TRANS ERSE JO#N'Tt. PL ICES S LL STAGGE S BE MED. 100 LION G-1 T-WINALSTEEL SMA LBELAPPED 2:01 BAR DIAME TLERS AT SPL TRAN VERSE ST EL SHALL BE LA -i D 30 BAR ICES AT SPLICIES H 0 BOT" WHEN U S 6 G E 4 .4 1: f GRADE STEEL IS USED A� L BARS SMALL RE. L APPED 45 BkA, DIAIM T�ERS. AD0 T#ONAL �TES FOR S E C T 10N "notJ1 nil L 'd UOU SHA—LLRECONTIN JS NDEXTE THROU ON T A -`G ALL C ST `,Uf 10 MT D C NJOI S. 2v UINLESS WNEt ,,MrO�l THE DRAWINGS, TRANSVERSE JOINT Y"YS: (IN 1:5E SHOW !KE -BOTH- SLA AND WAL,L.S)., AS, DETAIDFOR LONMTMML KEYWAYS AT THE BASE OF TMEMALLS S ALLUPLACED AT T14E END -OF EACHPOU BUT THE'SiP ING, THERE SHA," NOT EX-CEED .50 PllNliT 0 LJE LL MSSTR�U J01f,"' S B Om R 8,� FSS THA 10 141, F"EET. A: Tt 4 C'O 1] 'OTT' SLAB, TOP SLABr M tz. Le'noth MD SIDEWALLS SMALL BE IN THE SAMEPLANIE, NO STAGGERIM OF JOINTS W`1ILL:8E PERM TEDI�b L Lon-leth UNLES'S, I 'SHOWN !ON: THE DETAILS 'IN (Ur,R"-,V"'Et,,D S', CIT100mis, rR E BA SHALL BE PLACED RADIALLY. STRAIGHT P TRANSVERSE BARS IN TOP AND BOTTOM SLABS, SHAIL BE S ACED AS SHOWN ON THE TYPICAL SECT� SPACING SHALL BE AT R, THECIENT- L OF CO3 1R,, TIONI OOR & Nr`fG-,`,L ,i8A'RR`E-: (SO ND WA S L E X,' S. STIR 11". BA Al"I L-BANRSIN LLS I HA L 9,,",E:S--,,,,PACED t AS SHOWN -ON ITHE TYPICAL SECT40 HSI, MTH THE ACt,MG, MeAl D BETWWEEN1 T VIEATiC:AL LIEGS OF I P SIJI BARS. 4. AT TI-ifE 9"E', G, 1MNING A E: NDING OF ALL POURS A CURTAIN OF RE wi)RCE, Nr CIO, ME 01: D -8 C C2, AN am Wr It.; Longth �177 SHA1L BE PLACED THREEINCKSFIt THE TRANSV ECONSVKTION: JOINT. c A/ Lff4R7r At? �WA_ rRI A c DESCRIPTION OF iR E VIS �If0 NI 2 Leo H I VON* Ill I MINE w11111111111111' 11 A PP'ftMlb C:I:TY ;Nc�i C,U� A G S, t, IN.--, E R!"EIN RCED CONCRIET97 jOOX DE7AILS 3 �U�CA,.M�ONI�GA ST� D-RA,1,,'N PHASE I Bars Hodt. L anat h APPR, VED BY, -_J V*rt L h R-C.E NO. DES a PLANS PRtPA,P'fD syl .......... CITY OF RA 'CHO' CUCAMONGA 'i" L Bor 5 Sim EE T im RAk,,jlCj4-, 0, MCA OMI6A CA, 9: 1730 m V...... .0 ..... . .... CH"X: b . E 10,1RAAtW­if-N,,6 �S 0 U . . . . . . . . . . ftt tbm S, I ob: Ft Z 0_1 93 ML :13,,0 6 ��ttl jj� 777 7-,,7 "U" "ii 7, L v Mi _V 041A S. -ION :JFACE 0F cpwm, -R`ETE TO TEEL S S ARIE T-10 CE' ER: OFBA-R` AN D_ SHALLBE TWO INCHES UNLE �S OTHERWISE SHOWN. 5. THE VER74CAL WALL STEEL IN: NTEMOR WALLS, AND IN 7. coNCRETEMMENSIONS SHALL BE MEASURED: HORIZONTALLY OR VE10TUIC-ALLY ON THE IRR,"OFILE, AND, PARA L L TO OR AT THE HTfRIOR F AjM OF EXTERIOR WALLS MAYBE SPLICED RIGHT A LES (OR RADD,,IALLY) CEN E' LI; E OF CON DUIT ON THE PLAN EXCEPT ASOTH­`:'� JSI N 0 E :H E SI OWN: AT THE CONSTR. U., Cir tON J 0INT AT T BASE OF THEWALL. 3. THE SPLIC-E SHAL BE 20 BAR DIAMETE, S: IN LENGTH. L ALL BAR IBENDS Ato HOOKS SHALL CONF' TO THE' - R11 AN CONCRETE MSTIT. 'UTE "S "B"U- "11' Aw c LD, N, CODE R W S FOR 1`R`EFmE1 61 REINFORCED COWRETE" SECTION 8,01. IN: ALL S`EC 'EVERTICAL T 1IONS LAP C AND Q BARSo T 1H 4. PLACING OF REINFORCEMENT S ALL COMFORIM TO TME AMERICAN CONCREYE INSTITUTEI UtLDING CODE RIEW REMIENTS FOR! LENGTHOF-C AND: QBARSAM MEN! CALCULATED FOR A FOtNt,,INCN STARTER WALL. IF TMI E M IG TIME "T im REIN WED CONCRI,ETE" SECTtON 003. STARTMNALL 5 VIA, IRIED, THE VERTICAL LENG Tff OF THE 5. TRANSVERSE CONSTRUCT10 M NITS SHALL NOT BE 1p CED WITHIN I LA 30 WMES, OF MANHOLE OR jUNCTION STRtCtME OPEN11mo C AND Q� BARS SHALL BE VARIED CORRESPONDINGLY $0 6. TRANSVERSE AS TO MAINTAIN A 30 OIAMETE ETW R LAP 6 EM THE TWO CONSTRWTION JOINTS IN WALLS AND SLARS SHALL BE IN THE SAME PLANE 140 STAGGERING OF JOINTS' ILL B S, TM, BASED ON E THE SMALL R AR. LAPS $HALL BE B BE, P ER 'TE- D. TRANSVERSE CONSTRIXTION JOINTS SHALL BE N ORMAL 00' RADIAL TO THE CENTERLIf4f 01-F CONSTRUCTION. 7. CONCRETE QUANTITIES ARE:61 D ON A SIX-bll)(�� HCH 7. THETRAf6VERSE R IN FORCING STEELSHALL TERMINATE ONE AND ONE-HALF IN CHEE �S:: FROM: THE CONCRETE SURFACES UNLESS FILLET AND! THESTE EL QUANTITIES DOMOT INIMUDE OTMERWME SHOWN ON THE STRI TURAL DETAILs. Uc ANY 01PTIOLONAL SPL,ICES. I. EXPOSED EDGES, OF CONCRETE ME, E ;D. ERS SHALL ':BE ROUNDED OR BEV LE 80 AENT IF WALL TH' X—MESS IS., SIX INCHES P LACE RE iff ORCEM Ic NO, SPLIC S, IN TRAMV RSE STEEL RE INFORCIE E E MEW WI It L BE PERM, TTED OTHER THAN SHOWN ON THE A ING WITH OUT AT T,;, " We C EL, N L w TERII tI4E OF THE I ALLO APPR A'L OF THE (11"N; R. N E THA TWOSPL EN i N ICES WILL;; SEPE'Ri"MITTED IN ANY LONGIT 114AL BAARI -RETWEEN M"'IE '10''MOR TRANS ERSE JO#N'Tt. PL ICES S LL STAGGE S BE MED. 100 LION G-1 T-WINALSTEEL SMA LBELAPPED 2:01 BAR DIAME TLERS AT SPL TRAN VERSE ST EL SHALL BE LA -i D 30 BAR ICES AT SPLICIES H 0 BOT" WHEN U S 6 G E 4 .4 1: f GRADE STEEL IS USED A� L BARS SMALL RE. L APPED 45 BkA, DIAIM T�ERS. AD0 T#ONAL �TES FOR S E C T 10N L 'd UOU SHA—LLRECONTIN JS NDEXTE THROU ON T A -`G ALL C ST `,Uf 10 MT D C NJOI S. 2v UINLESS WNEt ,,MrO�l THE DRAWINGS, TRANSVERSE JOINT Y"YS: (IN 1:5E SHOW !KE -BOTH- SLA AND WAL,L.S)., AS, DETAIDFOR LONMTMML KEYWAYS AT THE BASE OF TMEMALLS S ALLUPLACED AT T14E END -OF EACHPOU BUT THE'SiP ING, THERE SHA," NOT EX-CEED .50 PllNliT 0 LJE LL MSSTR�U J01f,"' S B Om R 8,� FSS THA 10 141, F"EET. A: Tt 4 C'O 1] 'OTT' SLAB, TOP SLABr MD SIDEWALLS SMALL BE IN THE SAMEPLANIE, NO STAGGERIM OF JOINTS W`1ILL:8E PERM TEDI�b 3. UNLES'S, I 'SHOWN !ON: THE DETAILS 'IN (Ur,R"-,V"'Et,,D S', CIT100mis, rR E BA SHALL BE PLACED RADIALLY. STRAIGHT P TRANSVERSE BARS IN TOP AND BOTTOM SLABS, SHAIL BE S ACED AS SHOWN ON THE TYPICAL SECT� SPACING SHALL BE AT THECIENT- L OF CO3 1R,, TIONI OOR & Nr`fG-,`,L ,i8A'RR`E-: (SO ND WA S L E X,' S. STIR 11". BA Al"I L-BANRSIN LLS I HA L 9,,",E:S--,,,,PACED AS SHOWN -ON ITHE TYPICAL SECT40 HSI, MTH THE ACt,MG, MeAl D BETWWEEN1 T VIEATiC:AL LIEGS OF I P SIJI BARS. 4. AT TI-ifE 9"E', G, 1MNING A E: NDING OF ALL POURS A CURTAIN OF RE wi)RCE, Nr CIO, ME 01: D -8 C C2, AN am SHA1L BE PLACED THREEINCKSFIt THE TRANSV ECONSVKTION: JOINT. A/ Lff4R7r At? �WA_ rRI A c DESCRIPTION OF iR E VIS �If0 NI DiATIE I dTy I VON* Ill I MINE w11111111111111' 11 A PP'ftMlb C:I:TY ;Nc�i C,U� A G S, t, IN.--, E R!"EIN RCED CONCRIET97 jOOX DE7AILS �U�CA,.M�ONI�GA ST� D-RA,1,,'N PHASE I APPR, VED BY, CITY EN I ER v/ :G R-C.E NO. DES a PLANS PRtPA,P'fD syl R-ECOMMENOIED CITY OF RA 'CHO' CUCAMONGA 'i" A_ - D,,,,R, A -� Ww',N I D E Sim EE T im RAk,,jlCj4-, 0, MCA OMI6A CA, 9: 1730 m V...... .0 ..... . .... CH"X: b . E 10,1RAAtW­if-N,,6 �S 0 6—#5 Continuous (Typ.) in 3'-4" 61-0" 6 VARIES 6 fx TO x ss /2" 8'-62' Mit 6—#5 Continuous (Typ.) In VARIES #,, .. I 1\® I YFJ. j aN.0 Nf a s76as a %w o f SECTION —'D w D' N. VARIES f 8f TO 7-8 1/2 f xf VARIES 4'-3" 61-5" In• #4 = Q12" (TYP.) _E @ 10' 0. C., TYP. a bar - #6 @ 12 Z=0 t0 0.4 b bar - #6 @ 12 char -#6@12 a bar -#5@12 Z=0.41 to 0.8 b bar - #5 @ 12 c bar - #5 @ 12 abar -#4@12 Z=0.81 to 1.0 b bar - #4 @ 12 cbar -#4@12 Slope Varies: Match Channel r1% ZN r a [m :in min a a 04 0- #4 aC,Ir @1z° (Typ.) C., TYP. CONSTRUCTION JOINT DETAIL AT BOTTOM SLAB Q X J z J Q OZ ' ' A DETAIL O N~ r2.. 7d o N Z �o Cc SCALE I"= 4� � `� CD Qs Q (L _J O ZWp x � ap � Z pQ O �Q� v mm ZjLu + JJO �U 6" f"CHAMFER Z N p M N m O E— F- O BEND TOP DECK LONG. ip 0 + Z a rr.} J Ci (j Q N O 0 co C) Z BARS INTO HEADWALL , _ criZ N zpQ to UJ IrLcO NZ �W F- a U0+ Q) OWQ cri �' vi �, � m F z 0� x J r, N AWE" °� A i=cd z(o N peria 7 Lu 4q N WW = \ 04 mC7 \.y°�\ ZCCZ ��' p LL W � ♦ bap / 7 X �C ~ zZ TY P. W i W Z ° N+ X - 0= 9\,� m _ >- N O C6 x x - - I 5 X - 6'C� �\� # 4 CONT. , T YP. C:) OC 6�8 AZ _ ��Wa ci 19 \2g6 w a _ > _ \ti9 \�,-j UJ X a OD W Q o O Q �( 00 W� t0 , W J 0 3 a �.i • w 4T a: � 9� a 1 iccy 3 `\� \�� 003 Q cd f \? %°� ° \� W a O ro z N. h FURNISH bi PLACE 6 5 6 CHAIN LINK FENCE PER .�� °`ti' y1• �� A�6 1•- Q W q to Q S B. C. R. D. STD. 300 \29 °\ \� 30 0 '�' F �, Z m _ 9 3 N U aD in ,�O 9 ►: 6 oz�z \ \�' -1 -r p h- c _ EXTEND INV. LONG. BARS - -- - _ - \Z,°5 - o 24" INTO CHANNEL FLOOR 04 to vi ac N �i `� 6" N N Q O W '�hh\QD -- J 1— Ix Cr \\ti9 �l wj 1�Al 8 6 �' (�� pr \ B co all ai 0h �J• ck:ci � 9 \ F - a Npn \ - \�°�9 4 CONTINUOUS ID 24 24 x x X x \� SECTION 'B -B' 0 NZ •s� D X x x --- - - _ SCALE 1/2,x_ 1._0.. Ui O _ Ilk'' a �= E Q 7 F Zcc Q NOTE SEE SHEET No. 5 FOR CONSTR. TEMP. TRAP. CHANNEL TRANSITION PER vv m J STRUCTURAL NOTES a DESIGN S.B.C.F.CO. STD. 192E, MODIFY FLOOR THICKNESS O $ TO 7 1/2 WITH 4"CLEAR OVER INVERT STEEL RI Z v W DATA . SEE SHEET No. 7 FOR + 0 � ~ � Z GENERAL NOTES. cy N m N W m= U „ D,r rrEn nF ►r c SECTION 'A -A' SCALE : 1/2"= 1'- 0" To ` �\ No. 15308 Exp -3731-93 �f'�lF civiv OF CA��F��a\� N.W.T. l DATE �/ JAN. W _2 J W OC ,INSTALL HEADWALL FENCE \ O PER L.A.C.F.C.D. STD. 2-D180 / #t 4 12' 3 #4, CONT. oc o # ,. N 4 12 cJi r I I 1 3 #4, CONT. � I # 4 CONT. I I 3 I I li #4 L` 12 I BOTH FACES 3 # 4 EVENLY SPACED II BOTH FACES I I I II *4 CONT. I J BOTH FACES Of I # 4<�> p12 tU 40012" 6 - 0 -.-8"-- 1-9 3/4 J-8"-- 8'- 6 SECTION 'A -A' SCALE : 1/2"= 1'- 0" To ` �\ No. 15308 Exp -3731-93 �f'�lF civiv OF CA��F��a\� N.W.T. l DATE �/ JAN. Eff miiiiii MPL� 0�� I m _ 12'� 6 `l 1`t CHAMFER BEND TOP DECK LONG. BARS INTO LL. r ae. L . TY P.b t C 122 CONT. TY . Kol DESCRI PTION OF REVISION DATE APPROVED CITY OF RA NICHO CUCAMONGA ............. TRANSITION DETAILS Cu"CAMONGA STORM, DRAIN PHASE I APPROVED BY:r G✓ CITY ENGINEER 7' DESIGN -00 PLANS PREPARED BY: RECOMMENDED Lop ry CITY OF ROICHO CUCAMONGA DRAWN 10500 civic1 SHEET WCAMONGA, C4 q1730 -7 •RANCHO O CHECKEDCHECKED10 DRAWING NO. N. W. T. ll:* 4 CONT. TYP 12 to Nke VARI ES 0 TO 4=3" 8 2� C 0 �n ��R• =#-- 4E-)13" H.L. = 8-01/2 V.L= FULL HGT. 4k5 @ 13" H.L.= 4'-73/4" V.L.= 5'-6 3/4" #6 @ 13" H.L. = 2 X10 1/2 V.L. = 3'- 1 1/2 #4018" H.L.= 10 1/2" V. L. = 1'- 9 1/2" 1112" TYP. 6" VARIES 6'-0" TO 3'-4" * 4 (V 18" H. L.= 10 2" V. L. = FULL HGT BEND AS SHOWN - #-- 4 @ 18" MAX. EVENLY SPACED # 4 @ 18" L.=101/2" V.L.= 3'-4 6" VARIES L6w. 2'-1 3/4 TO 6" z � C) a Q N � U r Z O U U Z Y U p Qat WOO > h It 3yQ J1-2 AZO W U � U m U q a N �I �4 @ 16" N U H.L. = 6'-43/4 VARIES #k 4 '-? 15" 16" 6" I " CHA M FER =0 6 Ca 15 " H. L. = 12 11 V. L. = FULL HGT. 2" CLR. —#6S 15" MAX EVENLY SPACED Elm i SECTION- ' D - D' STA. 22+35 TO 22+61.50 SCALE: 3/4"=/'—O" VARIES 8'-6" TO 7'-81/2" N O I to O cy I QD H W Q =W4�9, 18" MAX. EVENLY SPACED 2" \ J CLR. M r aD J Q Z J p J #k4915" co U. cn I H. L. = 12, V. L. = FULL H.GT. \_ U a m � �aJ � I Z � �z�l► s p W Q co !n ~ EVENLY SPACED Q W J F-ZJ� a II zi3i _ co 4 - I = ® `t N ap CLR. 2 rr I UI O \_ �- z � C) a Q N � U r Z O U U Z Y U p Qat WOO > h It 3yQ J1-2 AZO W U � U m U q a N �I �4 @ 16" N U H.L. = 6'-43/4 VARIES #k 4 '-? 15" 16" 6" I " CHA M FER =0 6 Ca 15 " H. L. = 12 11 V. L. = FULL HGT. 2" CLR. —#6S 15" MAX EVENLY SPACED Elm i SECTION- ' D - D' STA. 22+35 TO 22+61.50 SCALE: 3/4"=/'—O" VARIES 8'-6" TO 7'-81/2" N O I to O cy I QD H W Q =W4�9, 18" MAX. EVENLY SPACED N � J N U 4 4 @ 18" MAX. EVENLY SPACED VARIES IL 12" 0 T4'-.3" �'1'— Na i r 2"CLR. N' TYP. ~ 2 ,• Cl R 8„ 2 0CL R. 4R 4 Cv 13" H.L.= 8'-0 I/2" V.L.= FULL HGT. *= 5 cz 13* H.L. = 4'-7ZV4" V. L. = 5'-6 V4" I Or 4 Q 18" H.L. = 10 V2" V.L.= FULL HGT. BEND AS SHOWN 4t 4 @ 18" H.L.= 10 1/2; V.L. = 3'-4" # 6 Cz 13" H. L. = 2'- 10 1/2" V. L. = 3'- 1 1/2" #k4( 18" H.L. = 10 1/2" V.L. = l'-9 1/2" — 4 " 0 WEEPHOLE E 10' O. C. SEE NOTE C , TYP. OPTIONAL CONSTR. JOINT, TYP. SEE DETAIL HEREON. SECTION 'F' 12" VARIES 6'-5" TO 8'-0" W VARIES 9'-111/4" TO 8'-0" VARIES 6'-5" TO 8'-0" SECTION 'E' 12" VARIES 4'-3" TO 6'-5" VARIES VALR. VARIES 7'- 81/2" TO 7'-3 5 8" VARIES 4'-3" TO 6'-5" 3'-4 " TO 1 Lit V2" — 8" TO 18" zW 4 CONT. # 4 e 12 H.L. = W/4 +2', V.L.= FULL HGT. * 4 Q 12" H. L. = 101/2 " V.L. = T. FULL HG2% BEND AS SHOWN #5 a 12" H.L = W/2+24" V.L. 2 5'-9" *4Q12" H. L.= 10 1/2" V. L. = 5'- 9" _4k 4 OD 18" MAX. EVENLY SPACED 2/ SECTION 'E - E' STA. 22+61.50 TO 22+74.96 SECTION 'F- F' STA. 22+74.96 TO 22+85 SCALE: 314"= 1'-0" 1 1/2" TYP \ r- '116" Y P. VARIES 4k4 @ 15 6" 6" a: J U I" CNA MFER N TLr� N o #k4915" I I H. L. = 12, V. L. = FULL H.GT. CID O � � I � I s p � EVENLY SPACED sr a II a: _ J = dp ap CLR. 2 - I N � J N U 4 4 @ 18" MAX. EVENLY SPACED VARIES IL 12" 0 T4'-.3" �'1'— Na i r 2"CLR. N' TYP. ~ 2 ,• Cl R 8„ 2 0CL R. 4R 4 Cv 13" H.L.= 8'-0 I/2" V.L.= FULL HGT. *= 5 cz 13* H.L. = 4'-7ZV4" V. L. = 5'-6 V4" I Or 4 Q 18" H.L. = 10 V2" V.L.= FULL HGT. BEND AS SHOWN 4t 4 @ 18" H.L.= 10 1/2; V.L. = 3'-4" # 6 Cz 13" H. L. = 2'- 10 1/2" V. L. = 3'- 1 1/2" #k4( 18" H.L. = 10 1/2" V.L. = l'-9 1/2" — 4 " 0 WEEPHOLE E 10' O. C. SEE NOTE C , TYP. OPTIONAL CONSTR. JOINT, TYP. SEE DETAIL HEREON. SECTION 'F' 12" VARIES 6'-5" TO 8'-0" W VARIES 9'-111/4" TO 8'-0" VARIES 6'-5" TO 8'-0" SECTION 'E' 12" VARIES 4'-3" TO 6'-5" VARIES VALR. VARIES 7'- 81/2" TO 7'-3 5 8" VARIES 4'-3" TO 6'-5" 3'-4 " TO 1 Lit V2" — 8" TO 18" zW 4 CONT. # 4 e 12 H.L. = W/4 +2', V.L.= FULL HGT. * 4 Q 12" H. L. = 101/2 " V.L. = T. FULL HG2% BEND AS SHOWN #5 a 12" H.L = W/2+24" V.L. 2 5'-9" *4Q12" H. L.= 10 1/2" V. L. = 5'- 9" _4k 4 OD 18" MAX. EVENLY SPACED 2/ SECTION 'E - E' STA. 22+61.50 TO 22+74.96 SECTION 'F- F' STA. 22+74.96 TO 22+85 SCALE: 314"= 1'-0" 1 1/2" TYP \ r- '116" Y P. VARIES 4k4 @ 15 6" 6" a: J U I" CNA MFER N TLr� N o #k4915" I I H. L. = 12, V. L. = FULL H.GT. CID O 00 #4 a 15" MAX. = s p EVENLY SPACED _ 2 dp ap CLR. 2 - CLR. O \_ �- W W O 2 Q � o Z � O W LL W Z � 2 U U = O > O > _ � � 3 U U - N J wW U) � u J � = J r O) I OT N \ J N U *4 a 18' MAX. - EVENLY SPACED clj a: r T2" N a CLR. TYP. ►- * 4 $,V 12 " H.L= W/4+ 2' , V.L. = FULL HGT. 4k4 @12" H.L.= 10 1/2" V.L. = FULL HGT. BEND AS SHOWN \�10 ## 4 @ 12" H. L. = W/2 + 24" V.L. = 5'- 9" #4 (2 12" H.L. = 10 1/2" V.L. = 5'- 9" M_ _4 " 0 WEEPHOLE (-A10' O.C. SEE NOTE 'C', TYP. ' ,MZ/ OPTIONAL CONSTR. JOINT, TYP. SEE DETAIL HEREON GENERAL NOTES A. SEE SHEET No. 5 FOR STRUCTURAL NOTES. B. SAWCUT TRANSVERSE WEAKENED PLANE JOINTS IN INVERT AND WALLS AT 20' O.C. MAX. JOINTS SHALL BE 1/4 "MAXIMUM IN WIDTH AND TO A DEPTH OF WITHIN 1/2" OF THE REINFORCEMENT. C. WEEP HOLES SHALL BE PLACED 2' UPSTREAM OF ALL WEAKENED PLANE JOINTS. WEEPHOLES SHALL BE BACKED BY 1 CUBIC FOOT OF GRAVEL, COMPLETLY WRAPPED IN FILTER FABRIC (MIRAFI 140S OR EQUAL.) Ll &- 1 h1" CONSTRUCTION JOINT DESIGN DATA LOADS : EXTERNAL : 62.5 p.s.f. E.F. P INTERNAL : 40.0 p.s.f. E. F. P. f c' = 4,000 p. s. i. fc = 1,800 p. S. i. f s 24, 000 p. s. 1. n = 8 Q�pF I14 TO`` cl �z No. 15308 i , *,�. FID1- 1305 1300 1295 (S=0.0245 1290 M'f 0 M 0--�4) \2�g 26. x X S = 0.0048 o1x �J• ,�'l - G?' 1 5 9. 80 L.F. 8"KC.P VINEYARD __L I 15+30.36 S = 0.0048 EXIST. GRD. OVER SEWER 0110 INV. PROP 8V.C.P. SEWER ��\1 �J HORIZ : I"= 20 SCALE VERT. : f " = 4 325.27 L.F. 8" V.C.P. 12 13 w l t? 1305 otic i 1300 x \2 �x \� S =0.0048 S = 0.0048 1 R - 295xfk�O x 1 1290 IG Ge V 26.25 L. F. 24.75 L. F. 8"V C. P. 8 V. C. P. NOTE: CONTRACTOR HAS OPTION TO O1 ` INSTALL TEMPORARY SEWER, ���` AT HIS EXPENSE, DURING ++ STORM DRAIN CONSTRUCTION. ?\ SEE SPECIFICATIONS. / W �/y\ j z +\y� 62 > 3 O m 26 0 „ cr W / cQi J 24 i a:p Z / W M p 6 o x am � � 3 ci V C i >ft- is = W Li Q 0 W +> W cy SURVEY W (*IT a o � m O Z � _ ? It-� CO -� W N W (• 1 v' O rn W CD N W cU CL uj V m r �m 25 - - _85.00, ��� M U. N ? x W OD + rn r vi EXIST. 8 V.C.P. 1 �k+ W Q M v o_ W zF-tt SEWER PER 62 -SI -I I QCS� W co W z � _ > Z aui 3a. GI u� �i+ W -� 2 IZ (D UJ OD 102 " R.C. P. a r` a SEE SHEET 3 FOR27 -� 60°00,00" \ PERMANENT SURFACING - L IM I TS FOR S EWER 8 SD. lo 8"TEMPORARY SEWER LINE SEE N0 OD 04 0 m 60°00, 00" -- 78 R. C. P. S. D. Nk -U.S. SPRINT 6 Du. FO. NOTE 'A' _ EXIST. 8" TEMPORARY SEWER TO BE ABANDONED IN PLACE PRIOR TO CONSTR. CONTACT C.C.W. D.• TO VERIFY ABANDONMENT BEFORE REMOVAL. 27 ® 0 -- 10048 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF RANCHO CUCAMONGA B.M. 10048, 1987 AT S.W. CORNER OF CARNELIAN ST. AND RED HILL COUNTRY CLUB ROAD, 75' WEST OF i OF CARNELIAN ST. ELEVATION = 1302.317 i W J O r F - z 0 U m M W - 27 W J a � � W z 25 W Q_ 25 z `01-- -- I -- - - i - "-108"R.C.P.OR7'-6"x9'-O"R.C.P. N 108"R. C. P. S. D. OR 7.6 x9' -0°R. C. B. _ N M O N N 27 -- -- - �— -- -- -- -� l - -- -- ---- -- --- U.S.SPRINT 6 Du. FO— S LY LINE S.B.C.FC.D. ESMT-- T - - - + SURVEY LINE-' 27 = ~� �I M W z S. PR.R. R/W oOD W_ W PLANS PREPARED BY D 17821 E. 17th. ST. STE. 295 ��jj'' TU STIN , CALIF. 92680 PROJ'CT ENGINEER PHONE = (714) 832 - 4707 21 FEB. 89 15308 CONSULTING CIVIL ENGINEERS Q � r r 14 CONSTRUCTION NOTES 1 PROTECT IN PLACE 24 REMOVE EXISTING SEWER MANHOLE @25 REMOVE EXISTING 8" V.C. P. SEWER 26 CONSTRUCT SEWER MANHOLE PER C.C.W.D. STD.18 27 FURNISH a PLACE 8 V.C.P SEWER SEWER SYSTEM NOTES L THE SANITARY SEWER SHALL BE CONSTRUCTED IN AC=CORDANCE WITH THE CUCAMONGA COUNTY WATER DISTRICT STANDARDS AND SPECIFICATIONS, 8 SHALL BE INSPECTED BY DISTRICT PERSONNEL. 2. CONTRACTORS SHALL RETURN LEGIBLE AND CLEAN SET OF "AS -BUILT" DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT. 3. ALL SEWER LINES SHALL BE V.C.P. (VITRIFIED CLAY PIPE) AND SHALL CONFORM TO THE SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. SLOPE FOR V.C.P. SHALL BE 0.4% OR GREATER. 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 5. A PERMIT WILL BE REQUIRED FROM THE CITY OF RANCHO CUCAMONGA ROAD DEPARTMENT PRIOR TO ANY CONSTRUCTION WITHIN STREET RIGHT OF WAY. 6. DEVELOPER SHALL HAVE HIS ENGINEER VERIFY MANHOLE ELEVATIONS PRIOR TO PAVEMENT OF STREETS TO ALLOW FOR CHANGES IN CONSTRUCTION OF THE MANHOLE, IF NECESSARY. 7. ANY CHANGES RESULTING IN A CHANGE OF MANHOLE DEPTH OR CHANGES CONCERNING SEWER CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA COUNTY WATER DISTRICT. 8. SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED BY THE DISTRICT 9. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA :C'1N7Y WATER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR THE INSTALLATION OF THE PROPOSED SEWER SYSTEM. 10. SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, TITLE 22, SECTION 64630-C. 11. CONTRACTOR SHALL NOTIFY THE CUCAMONGA COUNTY WATER DISTRICT AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION. 12. APPROVAL OF THIS PLAN BY THE CUCAMONGA COUNTY WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION OF THE ACCURACY OR THE EXISTENCE OF ANY UNDERGROUND FACILITY, -13. SEWER CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING MANHOLE CHANNEL _ GUARDS IN ALL SEWER SYSTEMS AS DIRECTED BY THE DISTRICT. �oFtOEESSrr?N�, 14. SEWER MAIN WILL BE INSTALLED PRIOR TO STORM DRAIN AND SHALL COMMENCE AT THE DOWNSTREAM END (SOUTHWEST) AND PROCEED UPSTREAM (NORTHEAST) TO THE TERMINUS. 1z 7, No 15308 F,p 3-31-93 /*I .sfgT£ OFyl ` 0��\Q c 1111 — Jill N 00 O � W I NOTE 'A' _ EXIST. 8" TEMPORARY SEWER TO BE ABANDONED IN PLACE PRIOR TO CONSTR. CONTACT C.C.W. D.• TO VERIFY ABANDONMENT BEFORE REMOVAL. 27 ® 0 -- 10048 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF RANCHO CUCAMONGA B.M. 10048, 1987 AT S.W. CORNER OF CARNELIAN ST. AND RED HILL COUNTRY CLUB ROAD, 75' WEST OF i OF CARNELIAN ST. ELEVATION = 1302.317 i W J O r F - z 0 U m M W - 27 W J a � � W z 25 W Q_ 25 z `01-- -- I -- - - i - "-108"R.C.P.OR7'-6"x9'-O"R.C.P. N 108"R. C. P. S. D. OR 7.6 x9' -0°R. C. B. _ N M O N N 27 -- -- - �— -- -- -- -� l - -- -- ---- -- --- U.S.SPRINT 6 Du. FO— S LY LINE S.B.C.FC.D. ESMT-- T - - - + SURVEY LINE-' 27 = ~� �I M W z S. PR.R. R/W oOD W_ W PLANS PREPARED BY D 17821 E. 17th. ST. STE. 295 ��jj'' TU STIN , CALIF. 92680 PROJ'CT ENGINEER PHONE = (714) 832 - 4707 21 FEB. 89 15308 CONSULTING CIVIL ENGINEERS Q � r r 14 CONSTRUCTION NOTES 1 PROTECT IN PLACE 24 REMOVE EXISTING SEWER MANHOLE @25 REMOVE EXISTING 8" V.C. P. SEWER 26 CONSTRUCT SEWER MANHOLE PER C.C.W.D. STD.18 27 FURNISH a PLACE 8 V.C.P SEWER SEWER SYSTEM NOTES L THE SANITARY SEWER SHALL BE CONSTRUCTED IN AC=CORDANCE WITH THE CUCAMONGA COUNTY WATER DISTRICT STANDARDS AND SPECIFICATIONS, 8 SHALL BE INSPECTED BY DISTRICT PERSONNEL. 2. CONTRACTORS SHALL RETURN LEGIBLE AND CLEAN SET OF "AS -BUILT" DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT. 3. ALL SEWER LINES SHALL BE V.C.P. (VITRIFIED CLAY PIPE) AND SHALL CONFORM TO THE SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. SLOPE FOR V.C.P. SHALL BE 0.4% OR GREATER. 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 5. A PERMIT WILL BE REQUIRED FROM THE CITY OF RANCHO CUCAMONGA ROAD DEPARTMENT PRIOR TO ANY CONSTRUCTION WITHIN STREET RIGHT OF WAY. 6. DEVELOPER SHALL HAVE HIS ENGINEER VERIFY MANHOLE ELEVATIONS PRIOR TO PAVEMENT OF STREETS TO ALLOW FOR CHANGES IN CONSTRUCTION OF THE MANHOLE, IF NECESSARY. 7. ANY CHANGES RESULTING IN A CHANGE OF MANHOLE DEPTH OR CHANGES CONCERNING SEWER CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA COUNTY WATER DISTRICT. 8. SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED BY THE DISTRICT 9. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA :C'1N7Y WATER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR THE INSTALLATION OF THE PROPOSED SEWER SYSTEM. 10. SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, TITLE 22, SECTION 64630-C. 11. CONTRACTOR SHALL NOTIFY THE CUCAMONGA COUNTY WATER DISTRICT AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION. 12. APPROVAL OF THIS PLAN BY THE CUCAMONGA COUNTY WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION OF THE ACCURACY OR THE EXISTENCE OF ANY UNDERGROUND FACILITY, -13. SEWER CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING MANHOLE CHANNEL _ GUARDS IN ALL SEWER SYSTEMS AS DIRECTED BY THE DISTRICT. �oFtOEESSrr?N�, 14. SEWER MAIN WILL BE INSTALLED PRIOR TO STORM DRAIN AND SHALL COMMENCE AT THE DOWNSTREAM END (SOUTHWEST) AND PROCEED UPSTREAM (NORTHEAST) TO THE TERMINUS. 1z 7, No 15308 F,p 3-31-93 /*I .sfgT£ OFyl ` 0��\Q c 1305 1300 1295 S = 0. 0048 EXIST. GRD. OVER SEWER S = 0.004 8 1 w jr • ••�• 69.61 L.F. 8" V.C.P. fAt% x a Z O V O h Z O �W OQ: O co W +3 to 4, _cn IQ W (S =0. 00338 ) 33.22 L.F EXIST. 8" V.C.P r U)0 ;C + W L! 1'7 (S = 0.00275 ) , EXIST. 8"V.C.P. m 1305 1300 1295 CONSTRUCTION NOTES 1 PROTECT IN PLACE 24 REMOVE EXISTING SEWER MANHOLE 25 REMOVE EXISTING 8" V.C.P. SEWER 26 CONSTRUCT SEWER MANHOLE PER C.C.W.D. STD. 18 27 FURNISH 9 PLACE 8" V.C.P. SEWER PROTECT EXIST. 8" SEWER PER L.A.C.F.C.D. STD. 2 -D251, CASE=,SEC. D -D OR No 15308 �* Exp 3 - 31 •3 CIV1I , gr\nr _CAI�FO 4$ 10048 PLANS PREPARED BY 2° BRASS DISK IN TOP OF CURB BRIDGE a r 4 90— 5?— — Z WALL OVER CUCAMONGA CREEK FLOOD 17821 E. 17tH. ST. STE. 295 ''A CONTROL CHANNEL STAMPED "CITY OF N'WT RANCHO CUCAMONGA B.M. 10048, 1987" T TIN CALIF. 92680 SEWER RELOCATION PLAN AND PROFILE AT S.W. CORNER OF CARNELIAN ST.PHONE: U S AND RED HILj- COUNTRY CLUB ROAD, /� PHONE : (714) 832 — 4707 CUCAMONGA STORM DRAIN PHASE I 75' WEST OF CARNELIAN ST. PROJECT ENGINEER ELEVATION = 1302.317 21 FEB. 89 15308 CONSULTING 1 = 20� CIVIL ENGINEERS STATION 13+75 TO STATION 16+66.09 /Z�8-D 2���ss8 Ec,P t//�VEI'�iPOwill / 9f�8�8C� `3 BENCH MARKs AT THE NW CORNER OF TINIETARD ATE. AND FOOTHILL KVD.. 32 FT. WEST OF C.L. VINEYARD AVE. AND 77 FT. NORTH OF C.L. FOOTHILL KVD.. SET MASS D19K ON TOP CURB ON THE NORTH END OF CURS RETURN. STAMED SAN BERNARDINO COUNTY SURVEYOR 1970 11011 97-24. ELET. 1231-927 W 617-8 M..EN 'no 'MEN, IN -Mo. -a W" NONE% a Im c'� as 3. IZ Z3 I 1mum el IWA M I . 3 AL3 32 8 I. cIZMEN PAAIMEN. mm' E& /11111111MOPIN Elm 0 V ffl�n_ tE.Im- 11001000 now r] INS � �N1_,i N S �'' x T o PROF1 LE NS - �, �. ST �, sr. HortlZ "- 4 � Co7-.L.rV RT I 44i .P6 000- /6u9 �) /o o -� Cio n) %cit I f000-00 I+00 2+On �� a 3 + 00 2+00nn��0 00 1t oo � 31.i2,�,I0.��ce Sr,�.28-� 0.�8 ��N�YA,ev ,.Qv�12 12 3 �Al= 2 , {ice . 7o(p. t Pi�E 2Bf-38.s�`/�Ey,�,��•�-�¢.zE.�.C0NSTRUCTI0N N0TES ►L CONSTRUCT 48"R.C.P(1000-D) FFR CITY OFRANCHO CUCAMONGA 17 'vc `%4-3'' ^STD.PLAN N0.51�,3 CASE B DDINGz7A4$58 !i/ i'. o Exisr�ti� ��N�y��P� ,���- tiW �; CONSTRUCT 51 R.C•P. (10 -D�PER CIfiYOF RANCHO CUCAMONGA STD. PLAN NO 513CASF BEDDING. �, 1 10, •mss• 31 CONSTRUCT C.B. N0.3 PER CI1 Y OF RANCHO CUCAMONGA "183,OVE.e �5'TO,e,M STD. PLAN NO. 504 p Z'U' : �� L 1 �'�� r, CONSTRUCT 24' RCP0500-D) PER CITY OF RANCHO CUCAMONGA ''� E'Y/ST�y� �/7 °3943 �" �/�� �l C• NSTD. PLAN N0. 513 CASE BEDDING / 1 AtiZ7V t7 t15� v�it/E},Q.PogG ' > C.Q STS _ Y At r'9 & CONSTRUCT JUNCTION STRUCTURE TYPE A PER CITY OF f .3? oD ,6rc.P IZ � EC/P = 4 O !G 98tINr1iI RANCHO CUCAMONGA STD. PLAN N0.508 1230 --CONSTRUCT MANHOLE TYPE A PER CITY OF RANCHOL/�✓Ei4-3" 27f3/.03 /�/NCY,4,ez I `�J /,trr, ✓.s, t! .09 t/ivy �� '' S I �I CUCAMONGA STD. PLAN N0. 510A S9 BC.P 2��CI� 27i`ZO 7/ `�/^'c''Aw ��'�-4-3�� ,��',� ���E-�.�o ��E I IIg33 CONSTRUCT 42 ' RCP (1000 -0) PER C'1'Y OF RANCHO GUGAMONGA ,,,,;., I I� J t Mil! 0 F//L/NE i4-J/sEqSTD. PLAN N0. 513 CASE IL BEDDING l. . eoasp l�//vE t,4�� 2 / 20.86 L/NE r 'I'l�� 1r r%')__' + , 1� � _ �cp 12 2 CONSTRUCT JI.NCTION STRUCTURE TYPE B PER CITY OF 1 �� aJ I 1 ZAP 5 RANCHO CUCAMONGA STD. PLAN NO. 509 - - G',c'�'A�l t�Gln f�TJY/GL`31 AV Z/`>83 rz-.5-il/�24 F//E N�Sov- CONSTRUCT BRICK & MORTAR SEAL PER DETAIL ¢ aa -SLURRY SEAL BACKFILL EXISTING R.C.P. �A I o 1220- , 37 CONSTRUCT MANHOLE TYPE B PER CITY OF RANCHO /..mss-r�.�.�CUCAMONGA STD PLAN NO. 511 /(,:4-Z "hie Fow;WIZZ ,6�C!/O 33 _ /BOO. G?� G/.u� z " � 12�/ _ ��-%f-•P"I - q 51 REMOVE INET, F3ACKFILL 81 CONSTRUCT A.C.PAVEMENT 123a-- � ' �y �y �����%�< '� I /O�G�� .���,�/�« ,BL�1� 3 CONSTRUCT 8° CURB AND GUTTER PER CITY OF RANCHO 1iVTE�s�"c7T/O�V•��E�/�'TP��PC�CUCAMONGA STD. PLAN N ►. = Zlo �'-y'8. SB !//iciE" •giPC� .9!/E�E,r/S'T 0 303. ��vOO FOOTf//L'L BLliv t� I CONSTRUCT 5 AC OVER 4 AB. /t 20.86) L//t/E � M02r,4,e :����� 'Bc �''� / n >f35.36 / E-;*` N 52 REMOVE INLET, BACK FILL B CONSTRUCT A.C. CURB a GUTTER .5E,4 L I I �N✓ '1575/ cODT.S�/L .BLIa / �'�' TO MATCH EXISTING. =21v Z�i0.7 !/if/Eyi�•P0.4!/E. W .S= O, AOSIo M 1,11 , 0� e-OoV-5T DISPOSITION 'NOTES ��,�i; l �ZZ�c,� r�:" � � E•I'/5'T �.Pl��/wGcT 2,¢'',e c. �. ISI �A -REMOVE [B]- RELOCATE C�- PROTECT IN PLACE NO 55*23 55 /228 /51220 - .���Os LIAISE N Q 1+ 5 0 I +00 CITY 6.0Wvh� aFqSEAL- 13,/6 BRICK 0 MORTAR SEAL CURVE DATA DELTA RADIUS LENGTH TANGENT 90" 02` 04" 22,50 35.36 22.51 14° 57' 56"t 45.00 11.75 5.91 45° 00' 00" 22.50 17.67 9.32 '1° 29" 30"" 45.00 56.15 32.39 44° 49' 47" 22.50 17.60 9.28 UNAUTHORIZED CHANGES & USES: The engineer preparing Cakfor,� Counci these plans will not be responsible for, or liable for, unauthorizedofCiEngln¢¢achanges to or uses of these plans. All changes to the plans must be I�.x>td�i in writing and must be approved by the preparer of these plans. DESCR I TION OF REVISION DATE PPROVED CITY OF RANCHO CUCAMONGA FOOTHILL BOULEVARD/ VINEYARD AVENUE INTERSECTION AND STORM DRAIN ONAPPROVED BY = DATE__CITY ENGINEER R.C.E. NO- 2DESIGN =�-__ - RECOtt�f)ED VAN DELL AND ASSOCIATES. INC. iCA10 '��1 � otni a.t«nxefleq!'►011f L� K711*OlfExp. 3131190 DRAWN��e>Kter C.4 ►2T /.MPCIVIL �\CHECKED D �W GAO. F GA�� NG26361-_.�DATE -� - i1LE MQ --- FOOTHIL.L/VINEYARD INT. & DRAINAGE - 165L26.190JPF" 63801 1004 25 -Mer -88 16,36 / 638.01-1 /228 /51220 - .���Os LIAISE N Q 1+ 5 0 I +00 CITY 6.0Wvh� aFqSEAL- 13,/6 BRICK 0 MORTAR SEAL CURVE DATA DELTA RADIUS LENGTH TANGENT 90" 02` 04" 22,50 35.36 22.51 14° 57' 56"t 45.00 11.75 5.91 45° 00' 00" 22.50 17.67 9.32 '1° 29" 30"" 45.00 56.15 32.39 44° 49' 47" 22.50 17.60 9.28 UNAUTHORIZED CHANGES & USES: The engineer preparing Cakfor,� Counci these plans will not be responsible for, or liable for, unauthorizedofCiEngln¢¢achanges to or uses of these plans. All changes to the plans must be I�.x>td�i in writing and must be approved by the preparer of these plans. DESCR I TION OF REVISION DATE PPROVED CITY OF RANCHO CUCAMONGA FOOTHILL BOULEVARD/ VINEYARD AVENUE INTERSECTION AND STORM DRAIN ONAPPROVED BY = DATE__CITY ENGINEER R.C.E. NO- 2DESIGN =�-__ - RECOtt�f)ED VAN DELL AND ASSOCIATES. INC. iCA10 '��1 � otni a.t«nxefleq!'►011f L� K711*OlfExp. 3131190 DRAWN��e>Kter C.4 ►2T /.MPCIVIL �\CHECKED D �W GAO. F GA�� NG26361-_.�DATE -� - i1LE MQ --- FOOTHIL.L/VINEYARD INT. & DRAINAGE - 165L26.190JPF" 63801 1004 25 -Mer -88 16,36 / 638.01-1 UNAUTHORIZED CHANGES & USES: The engineer preparing Cakfor,� Counci these plans will not be responsible for, or liable for, unauthorizedofCiEngln¢¢achanges to or uses of these plans. All changes to the plans must be I�.x>td�i in writing and must be approved by the preparer of these plans. DESCR I TION OF REVISION DATE PPROVED CITY OF RANCHO CUCAMONGA FOOTHILL BOULEVARD/ VINEYARD AVENUE INTERSECTION AND STORM DRAIN ONAPPROVED BY = DATE__CITY ENGINEER R.C.E. NO- 2DESIGN =�-__ - RECOtt�f)ED VAN DELL AND ASSOCIATES. INC. iCA10 '��1 � otni a.t«nxefleq!'►011f L� K711*OlfExp. 3131190 DRAWN��e>Kter C.4 ►2T /.MPCIVIL �\CHECKED D �W GAO. F GA�� NG26361-_.�DATE -� - i1LE MQ --- FOOTHIL.L/VINEYARD INT. & DRAINAGE - 165L26.190JPF" 63801 1004 25 -Mer -88 16,36 / 638.01-1 EX. • 8 "l•4gTE,P TO G:� t JnBE�E/OCfITEd--mow • F /NT 4r, z r 1 E•!: A. C. 4!0r" Epi- ,IIIIZ,09�1 _T-T---- b� . zz10(y Ilk N �C b - ,�°!K�EP� G.L. �. ® iG4ATE,P �TO BE ,�PELoCATEd C.4RN4FL/AN .4;7o6 -17h 9 2 ! 'e" 0.0179 (14+0 0 16+00 o \ TAT ION TYPE A B BENCH MAKK I �- AT THE NSW CORNER OF VINEYARD AVE. AND FOOTHIL4 BLVD•. 32 FT. WEST OF C.L. VINEYARD AVE. AND 77 FT. NORTH OF C•L- NOTE = /F I�ELOG'/Ty /N P/� EXIEEGS 20FT/5', OPEC'/SIL COI�E,P f'/oE /5 �C'EQI�/,PEd JUNCTION STRUCTURE DATA TAT ION TYPE A B C D, DZ E L /S6/•�' /7f7D.99 Na 2 30 A6' 8.50 /OZ' /OZ" - 129,4 /7 ..32' O t 2¢45 B ¢ ,P /8' Z. 67 04' 24" 843 9.43 L/NE B 86(1 2./O 24" 24" 843 9.43 2v Q FOOTHILL BLVD.. MASS DISK ON TOP 1. \ CURB ON THE NORTH END OF CURB RETURN. `V V STAMPED SAN BERNARDINO COUNTY SUP,VEYOR �, - --- R 1970 BM 07-24. ELEV. 1231.927 BM i17 -B KI IN -- N N vi v `F, \ Y LZ N BOy0lf1E,P5' Q O �► - °� 1 , a. - �, \�- ,� o� 1 1:216 .� 4292 i i V 1288 A.3 i1• ;_.� Vt, � I I U ti O - �� • -i -� -� :- -� - - - - - -� °moo � -- - � � I Dq a u o 1 3S/ c�O p O N p b �, - ►' � f ; 9 i - N. D.7G�1 1 I - { { ff laio� = 38 6 -4 alga = 24 5' ,�- X6.6 j1- 4( 11 Yk17,11 LAN E ; B Ae �cn 0 0000 R� Far�,PE co�vsr���T/ory CURVE D6TA DELTA RADIUS LENGTH TANGENT A 36 ,30'¢2' 24500" /S6/•�' 80 82' 6 2458'24" 2.50.00 " /08.97' C ?7°.SB'�6" /7 ..32' E 30°OD 00" 22 —:5-a CONSTRUCTION NOTES: 16 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 518 30 CONSTRUCT 18' RCP PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 513 (1750-D) 31 CONSTRUCT CATCH BASIN TYPE i3 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 504 37 CONSTRUCT MANHOLE TYPE B PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 511 35 CONSTRUCT BRICK AND MORTAR SEAL PER DETAIL e 38 CONSTRUCT 102' RCP PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 513 (2000-D) W/SPECIAL COVER . 39 CONSTRUCT LATERAL CONNECTION PER S 3-C.F.C.D. S.P.-177 40 CONSTRUCT 24' RCP PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 513 (1500-D) 43 CORE AND JOIN EXISTING CATCH BASIN 44 CONSTRUCT OUTLET STRUCTURE PER DETAIL ® 4N49,Sf/T 8A. 45 CONSTRUCT MANHOLE PER DETAIL &Y CUCAMOrUG,4 5' p 1,41-2,-,4,1 B ,9W eV ` 72' P /N L'--� CA,PNEL/AN ADDEX. SNF,- 1414feava !l/5'lA • DESCRIPTION OF REVISION DATE CITY �±PXYEft CITY OF RANCHO CUCAMONGA PLAN AND PROFILE FOR CUCAMONGA STORM DRAIN FROM CUCAMONGA CREEK TO STA 17+86. O IMPROVEMENTS Oq/ APPROVED BY= DATE( 40z&/—k R, R��,\ CITY ENGINEER R.0.E. N0. 22397 !� �1 DESIGN RECOfM-NDED /,// wA VAN DELL AND ASSOCIATES. INC. , cc No. 26361 :0 A/, supVty w CIVIL WIN", t.r,e PLOMOM / n901 OWWRIw,T OW -- --- SH F 1 \\� Exp.. 3131190 � DRAWN - -_ J, Q` / Z. tRrt^� wu a,u vrtwo OF t\� CIVIL\�o4�� CHECKED NO 26361 DAWING NO. CA P �%' B DATE ILE NO STORM DRAIN BASE SHEET - 481C26,1903PFt 63801 458 18 -May -88 09c54 / 638.01-1 s -- -+ - } t 1 : i i i , 4) .�� _ . y�✓3 �J �� I,3JI7,f moo dOOL Ww I �,z i W � NZ 39 Q, �32�328 x �A �a0 °�� 1 �3Z/,96 1 0 cam' CJI V( /'.//V/3 fs/�!� 3UiC�A� E A�nVE S. U. � 1i � � —•. x�.- �� o. Q225 Ex• s� w 1310 Q SFWER ; . . . . Q �- R S E� , ; EX. v X K/A EX• SEw V l/CF p� WAr4R SreLC �T/OK \0,10 -f 300 AND ER f /92.87 L.F. r1750-10) 2/00 = 76.8 CFS -- + x .322.25L .F_ Adp 'Q goo = 7 8 Gm's - : . V= 25.3 FT, --,"S 4 41 0+00 1 +00) 2 4 00 +00 (4+00 Bl' Dlf/E�P � � 4 hQ /1/OTE •- /F `FLOC/T1� OF Pl/�f/ Off /�f/ �/�E _ EXCES'.505' ZOfT/,9, ��EC/.4L Lt�l2r,P ' . o/PE /✓ .PEQI//,PEO. CURVE A A �4LL s �F7,4oTOr� DELTA RADIUS LENGTH TANGENT 101,47/ONS ANO /W//VT,4//V ✓�FiPI�/lE 1 1 ' 12' 15" 292.00 —5 7. 10 F 28.64 AT ALL 72.74 L.F. 3.3.30 L.. z6.70L.)t' 3 6"iP. CP 30 "h?C.P -?4"R. C.P. (/750-D ) C2000 -D C1,500 -D) 4AV=57.6 CfS Q/GYM= 394C�S Q100=1926 V/ 15.3 FT/S P/3 8c%s 1/=//, 9 F1,, PROFILE HO R I Z 1 "- 40' VERT 1 5 -+00) PLAN 1 "- 40' Es 1314L 16,94L• . 1320 24118, C, /0. (1500-D OA;00 /9, 2 CFS 1 ?lkau A 6*+ —1320 1324 --.cc.:lo;- o6roo ,0) 49.2 47F v=166Fr/ —1314 A. DISPOSITION NOTES © PROTECT IN PLACE 'EXX5771 /6 GAS UA/E ll�T /N tiRWIC SCALES 1" 40' BENCH MARK= AT THE W CORNER OF VINEYARD ATE. AM FOOTHILL BLVD.. 32 FT. WEST OF C.L. VINEYARD AVE. AND 77 FT. NORTH OF C -L; �6�� FOOTHILL BLVD.. BRASS DISK ON TOP CURB ON THE NORTH END OF CURB RETURN. STAMPED SAN BERNARDINO COUNTY SURVEYOR �'' , 1970 BM f7-24 ELEV. 1231.927 BM #17-11 5*7 p , 'k 1401 ., , }, ; o � _ r . 1294 .. df i a.;o� ?.�' ` t �f ka o�J.,NA 72 X.�p . • Q,Cbi =.�2/ d'o G:F. �'. ct�i � �'2. Ci f,5'. � /7� _ r� ! -9 1/ n 7 �S Qroo i. &F 7Lr. i t ,41 = ; CONSTRUCTION NOTES: 16 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 518 31 CONSTRUCT CATCH BASIN TYPE s3 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 504 32 CONSTRUCT MANHOLE TYPE A PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 510 34 CONSTRUCT JUNCTION STRUCTURE TYPE B PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 509 40 CONSTRUCT 24' RCP PER CITY OF RANCHO CUCAMONGA STD- PLAN NO. 513 (1500-D) 41 CONSTRUCT 30• RCP PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 513 (2000-D) 42 CONSTRUCT W RCP PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 513 (1750-D) CONSTRUCT JUNCTION STRUCTURE TYPE A PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 508 (DD REMOVE EXISTING PAVEMENT_. AND REPLACE AC OVER 4 AB a -CONSTRUCT DRICK AND MORTAR SEAL PEP, DETAIL 4 U IREV. PROFILE TO AVOID EX.SEWER LATERALS. jq14-S-89I 4,9,w DESCRIPTION OF REVISIONATE CITY A — is—mm—alft 0 _lp PROVED CITY OF RANCHO CUCAMONGA PLAN AND PROFILE FOR CUCAMONGA STORM DRAIN _ LINE "D" RO � fE �p ��p e�L R. RA�q! fy APPROVED BY = DATE 2 39 JUNCTION STRUCTURE DATA y o tiF CITY ENGINEER R.C.E. No. 3 T A T I O N' TYPE A B C DD E L R S Imo; �; DESIGN RECOMMENDED 2 ; W VAN DELL AND ASSOCIATES. INC. -►tl OMf 5 /24.5 A Z4' 2,/5 -46",310/ Z 31 .S °C No. 26361 jD � • �% „�,e.�,. LA,,. �,,. 6-102.30 ,B 60° 24" 2•/5 _3 30'1 2,3/ 5 Exp..3/31M� DRAWN ,,,.n,„.„,,,,,� SHECI %.60 8 45° 041/ 2/5 a50// 041' 2.31 5 "OPINE a W,{ v,w ar,w 10 OF I �r9jE CIVIC OQ�\' CHECKED _ ^� PSB'� No2�.W7WAVING NO. of co►��� •l (o —D ' DATE -5"f - 8 FILE NO CUCAMONGA STORM DRAIN SHT 2 - 453126.190]PFt 63801 471 22 -Aug -88 07,50 / 638.01• NN ry h In Bl' Dlf/E�P � � 4 hQ /1/OTE •- /F `FLOC/T1� OF Pl/�f/ Off /�f/ �/�E _ EXCES'.505' ZOfT/,9, ��EC/.4L Lt�l2r,P ' . o/PE /✓ .PEQI//,PEO. CURVE A A �4LL s �F7,4oTOr� DELTA RADIUS LENGTH TANGENT 101,47/ONS ANO /W//VT,4//V ✓�FiPI�/lE 1 1 ' 12' 15" 292.00 —5 7. 10 F 28.64 AT ALL 72.74 L.F. 3.3.30 L.. z6.70L.)t' 3 6"iP. CP 30 "h?C.P -?4"R. C.P. (/750-D ) C2000 -D C1,500 -D) 4AV=57.6 CfS Q/GYM= 394C�S Q100=1926 V/ 15.3 FT/S P/3 8c%s 1/=//, 9 F1,, PROFILE HO R I Z 1 "- 40' VERT 1 5 -+00) PLAN 1 "- 40' Es 1314L 16,94L• . 1320 24118, C, /0. (1500-D OA;00 /9, 2 CFS 1 ?lkau A 6*+ —1320 1324 --.cc.:lo;- o6roo ,0) 49.2 47F v=166Fr/ —1314 A. DISPOSITION NOTES © PROTECT IN PLACE 'EXX5771 /6 GAS UA/E ll�T /N tiRWIC SCALES 1" 40' BENCH MARK= AT THE W CORNER OF VINEYARD ATE. AM FOOTHILL BLVD.. 32 FT. WEST OF C.L. VINEYARD AVE. AND 77 FT. NORTH OF C -L; �6�� FOOTHILL BLVD.. BRASS DISK ON TOP CURB ON THE NORTH END OF CURB RETURN. STAMPED SAN BERNARDINO COUNTY SURVEYOR �'' , 1970 BM f7-24 ELEV. 1231.927 BM #17-11 5*7 p , 'k 1401 ., , }, ; o � _ r . 1294 .. df i a.;o� ?.�' ` t �f ka o�J.,NA 72 X.�p . • Q,Cbi =.�2/ d'o G:F. �'. ct�i � �'2. Ci f,5'. � /7� _ r� ! -9 1/ n 7 �S Qroo i. &F 7Lr. i t ,41 = ; CONSTRUCTION NOTES: 16 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 518 31 CONSTRUCT CATCH BASIN TYPE s3 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 504 32 CONSTRUCT MANHOLE TYPE A PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 510 34 CONSTRUCT JUNCTION STRUCTURE TYPE B PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 509 40 CONSTRUCT 24' RCP PER CITY OF RANCHO CUCAMONGA STD- PLAN NO. 513 (1500-D) 41 CONSTRUCT 30• RCP PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 513 (2000-D) 42 CONSTRUCT W RCP PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 513 (1750-D) CONSTRUCT JUNCTION STRUCTURE TYPE A PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 508 (DD REMOVE EXISTING PAVEMENT_. AND REPLACE AC OVER 4 AB a -CONSTRUCT DRICK AND MORTAR SEAL PEP, DETAIL 4 U IREV. PROFILE TO AVOID EX.SEWER LATERALS. jq14-S-89I 4,9,w DESCRIPTION OF REVISIONATE CITY A — is—mm—alft 0 _lp PROVED CITY OF RANCHO CUCAMONGA PLAN AND PROFILE FOR CUCAMONGA STORM DRAIN _ LINE "D" RO � fE �p ��p e�L R. RA�q! fy APPROVED BY = DATE 2 39 JUNCTION STRUCTURE DATA y o tiF CITY ENGINEER R.C.E. No. 3 T A T I O N' TYPE A B C DD E L R S Imo; �; DESIGN RECOMMENDED 2 ; W VAN DELL AND ASSOCIATES. INC. -►tl OMf 5 /24.5 A Z4' 2,/5 -46",310/ Z 31 .S °C No. 26361 jD � • �% „�,e.�,. LA,,. �,,. 6-102.30 ,B 60° 24" 2•/5 _3 30'1 2,3/ 5 Exp..3/31M� DRAWN ,,,.n,„.„,,,,,� SHECI %.60 8 45° 041/ 2/5 a50// 041' 2.31 5 "OPINE a W,{ v,w ar,w 10 OF I �r9jE CIVIC OQ�\' CHECKED _ ^� PSB'� No2�.W7WAVING NO. of co►��� •l (o —D ' DATE -5"f - 8 FILE NO CUCAMONGA STORM DRAIN SHT 2 - 453126.190]PFt 63801 471 22 -Aug -88 07,50 / 638.01• CS��T% C.SA CSA —4 BASE LINE I- CS ZV* e-_0-4C5A* TA ?4 ED V I NEYARD CLOSC5� AT CARNELIA L&' N USE BASE LINE C C A IRONWOOD v �6 SA 3 * PHASE I � BZAC,e T �ETrE,Ps ON OeWA16E BAC�G�OU/VO V� � _ 0 0� ti 1 CANDLEW000NC NS, APPROX•S SCALE O QRk �� � �� �� VWIN 1 C'3A YEW Oc Qh� Q C,SA T b b°0f% b, ZOc & kk� CHURCH ST T .�, C34 PHASE 3 — OPEN ALL LANES ON CARNELIAN STREET AND CLOSE VINEYARD � �'' - "''";,�`c •,;, • - -- _ AZURITE AVENUE WITH TYPE III BARRICADES PER MANUAL OF TRAFFIC --- M- -' CONTROLS. INSTALL ADDITIONAL TEMPORARY SIGNS INpICATED 9 O WITH AN ASTERISK (0) TO COMPLETE DETOUR SIGNING FOR CJ�A 1O C9A PHASE III. - � I E �el749 s 3 I W5 �' l3 �-lP D d. _ .. '. ,.e . • 110erXZZ 4w VINEYARD AVE BL.�iCiCLETTEiP✓� ` Y E Ittk xx 1,4 cp QQ�ooREDHILL w �, COU N TRY p��QhCLUB DRc/3 TC/8 N R',QGT,P�-cE �C 0' solo' 4 �f//TE /NE L C/J -' (pET.4 TFiLI�D�PA�PY � „l�pl/BLE rELLOlq' L/NE�OET.4/L Z/) STREET � k v V v CLOSED AHEAD _ CON O•P.4NGE _ USE DETOURBAl�G,POI/NO Cl AIN � a r- --- - rV¢4 -� a C A R N E L yam, - 63 - _4 b 44 AVEMENT MARK GS, sa •' F :._..._ .,. NOTE: SANDBLAST/REMOVE ALL EXISTING STRIPING, P Q p b ----- r= � .-- "•` AND RAISED- PAVEMENT MARKERS CONFLICTING WITH TEMPORARY - -- �' BE STRIPED . ill LANES IS T TRAFFIC IF DETOUR rlos Vo i i/ 11 . SNE SK W �► ��� X1 LEGEND -19 % SqN / 19 ��� o � Q `' y°���'o eFR f HEMLOCK Q w N DEL I NEATORS SPACED AT 351UNLESSSTREET -NI b I. SRO/ OTHERWISE INDICATED PLACE TEMPORARY CONSTRUCTION SIGN INDICATED. S TYPE 11 OR III BARRICADE (WITH SIGN IF INDICATED) TYPE K BARRIER FLASHING ARROW SIGN i r _ . _ t r /S SP,4C/NG F ,exe - 2 i s L PHASE II N��Q� <� 1Y uQ�V�� h `5 8178 % 4 Q'tk Rl ti 50' 1p � I N �o o _ r � . _. � _a- AJ r" r , T I r - X�► %� CARNELIAN Ilk ..r` v O 0 Q R /STALL R..4neAms-NT z < 4 co�TRACTOR- REDH I LL COUNTRY CLUB DR. 1 � mN `' �� ANOTICE �j V 1N Q �y ~ t\ IDAY `4 Ig ENTIRE IUTERSECTION MUST BE CLOSED, THE CLOSURE APPLICATION BUST BE SUBMITTED SEVEN (7) DAYS PRIOR TO CLOSURE AND ANNOUNCED THREE (3) DAYS IN CE BY SIGNS. THE CLOSURE WILL BE ALLOWED ONLY FROM 8:00 PH, � DAY NIGHT TO 5:00 AM, MONDAY MORNING, WITH ONLY CONTINUOUS 214 -HOUR WORK. IF CLOSURE IS NOT MADE BY 8:00 PM, NIGHT IT WILL NOT BES PERMITTED. IF CLOSURE GOES BEYOND DESCRIPTION OF REVISION DATE CITY PROVED CITY OF RANCHO C U C A M O N G A DETOUR PLAN f C/ C B �� 5:00 AM, MONDAY HORNING, A $5, 000 PENALTY PLUS $300 PER HOUR WILL FOR Sq f ` -� DETOUR NOTES -�; K �v BE ASSESSED- ` CUCAMONGA STORM DRAIN N 1 I. THE USE OF ALL TRAFFIC CONTROL MEASURES, CONSTRUCTION HEMLOC TRESIGNS, DELINEATION, ETC., SHALL BE IN CONFORMANCE WITH THE SET 4. THE LOCATION�OF ALL TEMPORARY CONSTRUCTION SIGNS IS APPROXIMATE AND THEIR EXACT LOCATIONS WILL BE DETERMINED IN _ IQO/ "MANUAL OF TRAFFIC CONTROLS,` LATEST EDITION, PUBLISHED BY THE FIELD BY THE ENGINEER IN= 9ONJUNCTION WITH THE 4/0 ,,pp,,,,�� CALTRANS . CONTRACTOR . � t '�U 0�R. AA�tiF �\ CITY ENGINEER .0 E E N0. 22397 2. AT ALL APPROACHES TO CONSTRUCTION AREAS WHERE AN OPEN � ` OP I vs� TRENCH EXISTS AND/OR WHERE THE TRAFFIC DETOUR WILL BE IN S. UNLESS OTHERWISE SPECIFIED AZL DEI,INEATOR SPACING IS - THIRTY-FIVE FEET (35') . DESIGN _ RE 0 NDED USE DURING NIGHT HOyRS, DELINEATORS AND BARRICADES MUST BE 4+ �! VAN DELL AND ASSOCIATES, IMC. EQUIPPED WITH LIGHTING DEVICES. _ - 6 SPECIAL rkAFFIC SEONAL PHASING A14D OPERATION CHANGrS ARE °C No 26361 + ,(! ,P ���� � �R Exp 3/31/90 REQUIRED. 48 HOURS NOTICE MUST BE GIVEN PRIOR TO �� DRAWN ,rm eatMOn..�o SHEET 3. NO TEMPORARY TRAFFIC LANES SHALL BE LESS THAN TEN FEET � ><in,a a w,• °t° "' "" I � I ES'FABIIrISHING OR, CHANGING TRAFF IC PATTERNS THROUGH (10') IN WIDTH AND SHALL BE AT LEAST FIVE FEET (5') FROM AN SIGNALIZED INTERSECTIONS. CONTACT MR. JIM*HARRIS AT �l CIVIL tea' _ OF OPEN EXCAVATION. (714) 989-1862, EXT. 3 4. gTEOF %�t��p% CHECKED !� .RCE NO 26361 DY71NG --- DATrILE NO �C UUUAMUNIiA ULIUUK PLAN - 3ybL2b.lVUJtt$ b.58U1 413 U9 -Aug -88 14443 / 638.01-1 CA C 10 PLAN VIEW NTS i3'— //157 SES EDGE BEfi/yJ pE`Tfr/G e/Z"4:�' TYP GO/14/T a. .��8•',r � "`4,�8 " � � 5 Com' /2':./ 2 .►5 —�" ,A5 7ZsE�Tia/v 3 SECT,O/�/ Z •vp w w w O 19-A f/LL A�POUNO.P.G'.f.' LON�j/T_ .af�iP SECTION " A - A" S'EE ELSE BF-.flM ,�ETf�/G y., -,in .!!Pw W¢CAP/Z'DrYPi Y14W1,ES 'O'er TYP 3A•P EAC// �f.�Ei �-,6G5'9,• 4z @ /z " ,� SECTION "C - C" CO/1/STiPI/r/ 1Ori/ /1/D =- 5 - SRWCUT / " PEEP. �P�/�901/E Ex/ST ODrt/C.PETE. P�POTECT A�/D G' :F,AArti/ �X/ST .PE/i✓F 2O EPOxY .PES/N AONES/!/E SER STATE SPED' 8040 - Z/M - p8 Mf�TEiQ/�9� 5 CO�/C,PETE PD.PTGflNl� CEMENT CONC.PETE CG�SS .q .P�//1/FO,PCEhlEi1/T— �iPy1�E �. �E�4•P�9EI� t3/L G E7 STEED OPT/O/�/r9L CO�/STi�UCT/Ori/ ' CL. E C--f3A�P Gz f C3 B�.PS' 104- O /z"C TYP Govt,/T E�9.P Ef/C/� FAG'E% COrVST.PUCT/D�/ �/D//�7�� F�� Bi9.Ps SECTION "B - B" lvlr---5, SECTION "D -D" //. 7-:5. /�/DTEfOiP !t/AG L SPE/NFDiPCE/�'IENT SEE S.yEET 9. STEEL /PE//Vi�O/QCEME�t/T �O� �5, BF/iF AV SSC//✓l7 HDR/L�. ZF/Ul Tf/ �iPOM TO /�E•PT G E�/C� T� 717 5!A /D t¢/. 5q /,0 -.0-51 Aq5Tf/ /O t 4/.59 STA /OtS/. -7 ¢'-�" 'moi •¢� B" 8 _ i �2'• 9,- 9,. IV PROPO�PT/ONi9GG Y BE Tl�i/EE/V STi9 /Q f 9/. S9 •� STi9 /O .57. S9 gyp• 4 CIF /Z', r .a � •a w 4-1 "ge4 @ /8~ gOTTON/ OF SECTION E-E/V /--" �� p �Of I-gslo q! °C No. 26361 7D' Exp. 3131190 Jl CIVIL �F OF �i 31,0m G'HA/'7�EiP TiS//C.yit/ES'S !/f�iP/E5' �ZJ /59,9T1/�' EX/ST/rel W -4-G? /Z GET - #¢1,�eiz" Owl/O/Y/JL C.J. EDGE BEAM DETAIL 7/_/.. STORM DRAIN OUTLET STRUCTURE — 1126.1903PFt 63801 478 21—Dec-88 11917 / 638.01- > AJ 5 I Fir u G- IF �-�---�- Wgym/z'r EL. _ /264. /6 —� g// ✓�= 0.025 , 6Y — 1 s' a► ,cE T � - �l/OTE: GLY!/TiP,9CTOrP 7�1 A�i(/G�N �•r/o C� S'/GwL L OE T�CTG�PS Ait/p 61%;,A/., , /NTE�P CeWNECT" ��P C/TY 0/,=-, �P�illCfi/O CGC�/�Ort/G� G?P�l�/rt/6'�p. //55 C�iP�t/�'L/�iV L5'TPEET/it/EYA�D yir5 O,ic ,4. c. PUvEi f,61V7 A.P/O,P TO BEG/N//VG OF �OrYS'T.PI/CT/OH. CONT, , 4e'TO,P yll/ST OBTA/N ,0 Pal I O`Y/1/E,P TO E/VTE'P P,P/Ii�ITE �.POOEPT`! TOS OfEOGE - ---N /YI/it/. J GO.vtx 7V P,IE'oT—er AND CzA t- �3 B3 EXi6r QEin/F: /�i'�rZ�� E�XY,e�s/N BENCH MARKS AT THE NY 00110 R OF VINETIMO AVE. IMO FOOTHILL BLVD.. 32 FT. TEST OF C.L. VINEYARD AVE. AND 77 FT. MORTN OF C.L. FOOTHILL BLVD.. /BASS DISK TOP CURB ON THE NORTH END OF CURB KTTURN. ITAMMM SAN BERNA"190 COUNtY 8MVEYOR IM BM 17-24. ELEV. 1231.927 BM 917-8 . T '�¢ T•P/•Hit1E,P � " /DOTE': �PL�/NFO�PI/N�' SO.4C/rYG ,4vlfrz Ira 19TCf,/ • 4 '04'P ,4NV'CE 04P/ES' A7Pr7VD/1YC OrV T,PA,t,!SY�E,P3E /Ns .PT �CDiE; !Y/ILL OjFT ANO ,�/�.PELEli.4T/Dit! CXWNNEL •. I Sl�iyl. ABT i !l/•4LL �t'E/yFO�PIE�E/VT r. s CENTE.PFO DEMOLITION & RECONSTRUCTION 'NOTES O PROTECT IN PLACE EXISTING 78- RCP OT PROTECT EX. 8" SEWER LINE IN PLACE. 8O REMOVE INTERFERING TREES AND REPLACE VITH SIMILAR SIZE AND TYPEO REMOVE INTERFERING PORTIONS WATER LINE OC REMOVE EXISTING CURB GUTTER AND REPLACE AND REPLACE. LIMITS TO BE PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 303 VERtFIFD WITH CCWD. O EX.6 WATER LINE PROTECT O REMOVE EXISTING PAVEMENT i REPLACE S -AC OVER 40AS IN PLACE. OE REMOVE EXISTING LANDSCAPING i REPLACE ALL WO PROTECT EX.GAS LINE IN DISTURBED PORTIONS WITH SIMILAR SIZE AND TYPE PLACE FIELD VERIFY LOCATION. fO REMOVE EXISTING AC BERM AND RECONSTRUCT PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 313 O REMOVE t RECONSTRUCT CURB AND GUTTER OI REMOVE EXISTING SIDEWALK AND RECONSTRUCT PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 310 KO RELOCATE EXISTING MATER METER PER C.C.W•D• STD. OWG#*:2 O PROTECT EXISTING TRAFFIC SIGNAL FACILITY IN PLACE O REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL FACILITY ON SLURRY SEAL EXISTING AC PAVEMENT OO CONTRACTOk TO FIELD VERIFY LOCATION OF SEVER LINE. MAINTAIN SERVICE AND PROTECT IN PLACE O CONTRACTOR TO FIELD VERIFY LOCATION OF WATER LINE. MAINTAIN SERVICE AND PROTECT IN PLACE O CONTRACTOR TO FIELD VERIFY LOCATION OF ALL GTE LINES AND PROTECT IN PLACE R REMOVE AND REPLACE EXISTING RETAINING WALL AS NEEDED, G REMOVE EX. 24 R C P J REMOVE EX. CATCH BA IN. ,PEMO!/E +`OI�TLET ST.PI/CTU•PE OETA/L S SLURRY SEAL EXISTIN $EEE 6-H7' &A. PAVEMENT . DESCRIPTION OF 1611;1 DATE CITY JWPROVEQ CITY OF RANCHO CUCAMONGA CUCAMONGA STORM DRAIN DEMOLITION a RECONSTRUCTION PLAN FROM CUCAMONGA CREEK TO STA. 17+ 8.35 4ROFE��,O�' R q9% ql fy APPROVED BY DATE A 3/ CITY ENGINEER R.C.E. NO. 22397 �W T DESIGN4/v? VAN DELL ANO A�SSaiATES. INC. REC DE cc No. 26361 swow" L40 nj� t t Exp.. 3/31190 DRAWN[I?$" wmwtwn w.ISAM, le.y 9 1 �lq CIVIL `��!/ CHECKED DR WING NO. \F `7F ;;►;l",c��` � .J 26361E =�8 f i LE NO DELTA RADIUS LENGTH TANGENT 76'OS'SB" 20.00' 26.56' /-47z5S' 2 !3'OB'¢6 478.00" /09e7' ✓�✓�08 ' 3 90 20.00 4 98'4,7 '/6 ' 20.00 yir5 O,ic ,4. c. PUvEi f,61V7 A.P/O,P TO BEG/N//VG OF �OrYS'T.PI/CT/OH. CONT, , 4e'TO,P yll/ST OBTA/N ,0 Pal I O`Y/1/E,P TO E/VTE'P P,P/Ii�ITE �.POOEPT`! TOS OfEOGE - ---N /YI/it/. J GO.vtx 7V P,IE'oT—er AND CzA t- �3 B3 EXi6r QEin/F: /�i'�rZ�� E�XY,e�s/N BENCH MARKS AT THE NY 00110 R OF VINETIMO AVE. IMO FOOTHILL BLVD.. 32 FT. TEST OF C.L. VINEYARD AVE. AND 77 FT. MORTN OF C.L. FOOTHILL BLVD.. /BASS DISK TOP CURB ON THE NORTH END OF CURB KTTURN. ITAMMM SAN BERNA"190 COUNtY 8MVEYOR IM BM 17-24. ELEV. 1231.927 BM 917-8 . T '�¢ T•P/•Hit1E,P � " /DOTE': �PL�/NFO�PI/N�' SO.4C/rYG ,4vlfrz Ira 19TCf,/ • 4 '04'P ,4NV'CE 04P/ES' A7Pr7VD/1YC OrV T,PA,t,!SY�E,P3E /Ns .PT �CDiE; !Y/ILL OjFT ANO ,�/�.PELEli.4T/Dit! CXWNNEL •. I Sl�iyl. ABT i !l/•4LL �t'E/yFO�PIE�E/VT r. s CENTE.PFO DEMOLITION & RECONSTRUCTION 'NOTES O PROTECT IN PLACE EXISTING 78- RCP OT PROTECT EX. 8" SEWER LINE IN PLACE. 8O REMOVE INTERFERING TREES AND REPLACE VITH SIMILAR SIZE AND TYPEO REMOVE INTERFERING PORTIONS WATER LINE OC REMOVE EXISTING CURB GUTTER AND REPLACE AND REPLACE. LIMITS TO BE PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 303 VERtFIFD WITH CCWD. O EX.6 WATER LINE PROTECT O REMOVE EXISTING PAVEMENT i REPLACE S -AC OVER 40AS IN PLACE. OE REMOVE EXISTING LANDSCAPING i REPLACE ALL WO PROTECT EX.GAS LINE IN DISTURBED PORTIONS WITH SIMILAR SIZE AND TYPE PLACE FIELD VERIFY LOCATION. fO REMOVE EXISTING AC BERM AND RECONSTRUCT PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 313 O REMOVE t RECONSTRUCT CURB AND GUTTER OI REMOVE EXISTING SIDEWALK AND RECONSTRUCT PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 310 KO RELOCATE EXISTING MATER METER PER C.C.W•D• STD. OWG#*:2 O PROTECT EXISTING TRAFFIC SIGNAL FACILITY IN PLACE O REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL FACILITY ON SLURRY SEAL EXISTING AC PAVEMENT OO CONTRACTOk TO FIELD VERIFY LOCATION OF SEVER LINE. MAINTAIN SERVICE AND PROTECT IN PLACE O CONTRACTOR TO FIELD VERIFY LOCATION OF WATER LINE. MAINTAIN SERVICE AND PROTECT IN PLACE O CONTRACTOR TO FIELD VERIFY LOCATION OF ALL GTE LINES AND PROTECT IN PLACE R REMOVE AND REPLACE EXISTING RETAINING WALL AS NEEDED, G REMOVE EX. 24 R C P J REMOVE EX. CATCH BA IN. ,PEMO!/E +`OI�TLET ST.PI/CTU•PE OETA/L S SLURRY SEAL EXISTIN $EEE 6-H7' &A. PAVEMENT . DESCRIPTION OF 1611;1 DATE CITY JWPROVEQ CITY OF RANCHO CUCAMONGA CUCAMONGA STORM DRAIN DEMOLITION a RECONSTRUCTION PLAN FROM CUCAMONGA CREEK TO STA. 17+ 8.35 4ROFE��,O�' R q9% ql fy APPROVED BY DATE A 3/ CITY ENGINEER R.C.E. NO. 22397 �W T DESIGN4/v? VAN DELL ANO A�SSaiATES. INC. REC DE cc No. 26361 swow" L40 nj� t t Exp.. 3/31190 DRAWN[I?$" wmwtwn w.ISAM, le.y 9 1 �lq CIVIL `��!/ CHECKED DR WING NO. \F `7F ;;►;l",c��` � .J 26361E =�8 f i LE NO