Loading...
HomeMy WebLinkAbout1451-D GENERAL NOTES 1. All work shall be done is accordance with these platys, the City of 7 CONSTRUCTION NOTES AND [QUANTITY ESTIMATES) Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. Contractor shall be familiarCHTY 01 -�-- with and shall be responsible for adherance to these Standards and 4NU) CUCA_ Specifications. O1 CONSTRUCT 54" RCP, 1500 D, (SPECIAL WALL) PER TYPICAL SECTION ON SHEET 1. [1,918 L.F. ] 2. All pipelines or substructures of any kind, telephon or pow*& poles, (SPECIAL WALL REQUIREMENT&PER TABLE ON SH EET %a.0 water meters, valves, fire hydrants, etc. shown or not shown on these CONSTRUCT 18" RCP, 2000D (BEDDING, BACKFILL AND TRENCH plans within the right-of-tray limits or in adjacent areas where REPAIR CONSISTENT WITH TYPICAL SECTION ON SHEET 1. ) Improvement work is to be done shall be removed, relocated or protected [148 L.F. in place as required at no cost to the City of Rancho Cucamonga. H LLMAN AV NU 3. Any contractor performing work on this BLANK p g project shall familiarize him- self with the site and shall be solely responsible for any damage to O CONSTRUCT CATCH BASIN NO. 1 PER CITY STD. 502. (W AND V PER existing facilities resulting directly or indirectly from his opera_ STORM DRAIN IMPROVEMENTS _ PLAN) - [ ,3 EA] ' tions, whether or not such facilities are shown on these plans. O5 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 518. [5 EA] 4. A permit shall be obtained from the City of RanCu cho camonga Engineering Department prior to any encroachment or construction within City of 19TH - BLANK Rancho CucamonROM MONTE VISTASTREETTOa easement or ri ht-of-wa F 8 8 Y _ O7 CONSTRUCT MANHOLE "A" PER CITY STD. 510. (D1 D2 = 54") . S. All grade stakes shall be set by the Contractor or Engineer. Paving [3 EA] stakes shall be set at all hinge points, edge of pavement points O BLANK . within 0.01 foot of sub-grade elevation and at not more than 50 foot Intervals. Additional paving stakes may be required by City Engineer BLANK as needed at warped or vertical curve areas. 10 6., All sewer. water, electric, gas, phone or outer utility laterals. REMOVE EXISTING BULKHEAD AND CONNECT TO EXISTING 54" RCP.[1 EA] mains, or crossings shall be constructed prior to paving. LIS 7. Compaction tests of- embankment construction, trench backfill, coat- ;l ' ' .. d; • •~ " • - I W' LY �i`Y 11 BLANK pacting original ground and all sub-grades shall be performed at no14 ;1= :t , a R� cost to the City of Rancho Cucamonga. A written report with these1111� ; I ( r 12 CONSTRUCT CONCRETE PIPE SUPPORT PER APNA STD. 224-0. [6 EA) oil compaction tests shall be submitted to the City Engineer for approval -I T (SEE DETAIL ON SHEET 5) •w , •_ r "' 4L HELLMAN 13 REMOVE INTERFERING PORTIONS OF EXISTING 4" SEWER LATERAL AND prior to the placement of base materials and/or surfacing. ' - I ;:.;,,,..,:, f ,rnon CAP EACH END OF THE PIPE TO REMAIN IN PLACE. [5 EA] .rte AVP. ST 8. At the completion of pavifig, a materials report shall be submitted to � _ ? i:1� L �1+ fiPROJECT the City Engineer. Lining all tests or determinations completed to •••• 7 e �: "°°'" I 14 BLANK Y p g �� ` 1 �- LOCATION 1 21� 12it 2Z 1 �� 1 verifystability oil content and Gradation of asphalt Paving CONSTRUCT 8" A.C. BERM PER CITY STD. 313. [80 L.F. ) !. Prior to installation Of any paving. a materials report shall bei , =•-'- • �_ ' l 12 16 CONSTRUCT 3° A.C./A.Su A.B. OVER 90# COMPACTED NATIVE submitted to the City Engineer. Listing all tests or determinations �-k 6 '"�' ...,. �; SUBGRADE. [600± S.F. OUTSIDE TRENCH PAVEMENT REPLACEMENT completed to verify: - sieve anal si s and sand equivalent of '__ '� _ __,� �,• ___ _ __ _ _ Cx. GvR5 aggregate base. y I ., PRoP,CCs AREAS) 1 , .•a7"" 0 � . ONL,� q •I-• 10. Pawing. shall be performed in accordance with R-Value and Pavement tests ' ea ►NE �w' ' c> I «• omw ONLY 17 CONSTRUCT MANHOLE A PER CITY STD. 520 AND PER DETAIL ON taken to determine structural sections (prior to final plan approval) .•� �y■K I »_•' �. ! SHEET 4. [1 EA) r a ; "::.�.: ,�. 18 BLANK 11. When improvements are to be placed on native soil which consists of a 1 17 rocky material, the sub-grade shall be prepared by removing all rocks ; ;`� t �"' -T- �� $-- ��� ` ;, - plcKF*iL.L { NMT Q n19 CONSTRUCT REINFORCED CONCRETE PIPE COLLAR PER LACFCD STD. 2- i which protrude above the sub-grade and all voids or depressions shall be ,s r' • t l-) D393. (SIZE PER PLAN. ) [E-EA 54", 1-EA 18"1 (5fE DETAIL ON filled with a fine grade material of a quality better than the native ' ', ��^" i � '"'� KEP/VR Pr CIT'f SHEET 5) material. o'' s,r ,� ' t 1' ""°`;;" STP ZIZ J PVMT 20 26 BLANK > �a "'- • ff�R TA,51_e 6ELOW I .4' y �• 13. If the asphalt concrete is to be placed on sub-grade, a soils steri lant � . ~ , _= '� , " •„ ` 27 INSTALL BRICK AND MORTAR SEAL. WALL TO BE 12" THICK, registered by the E.P.A. for use undir A.C. and P.C.C. shall be �."nwafa. I - . M T' �� O CONSTRUCTED WITH 3 ROWS OF BRICK. [1-EA 54", 1-EA 18"] uniformly applied at the manufacturers recommended rate for the full . -_- �a _ BACKF►LL SHALL EE 2-SACK pavement width prior to paving. SIORRY bR QAS5 I AB 1N 28 CONSTRUCT CATCH BASIN NO. 3 PER CITY STD. 504 (W AND V PER CALTRAt15 R!9! C-A e I PLAN) . [2 EA] 13. Estimate of quantities is provided by the Engineer only for the VICINITY MAP \.Ak1-� convenience of the developer, the contractor shall make his own 29 BLANK determination of construction quantities before submitting a bid. Any NO SCALE E)(. esm-lER item of work required by these plans which is not specifically listed in * 3 0 CONSTRUCT JUNCTION STRUCTURE "A" PER CITY STD. 508. the estimate of quantities shall be considered as included in the other SEE SHEET 6 7 ��� .�'N� 'r>�Iwem (DIMENSIONS PER PLAN. ) [3 EA) items of work. 54! RGP WIarH ipm Cm- 51-D. 515 14. City approval of plans does not relieve the dev'eioper from I 31 BLANK responsibility for the correction of error and omission discovered during construction. Upon request the required p 1 an revisions shall be I 3 2 PROTECT SEWER. BACKFILL FROM TOP SEWER TO BOTTOM S.D. pramptly submitted to the City Engineer for approval. '� I BEDDING WITH SLURRY (1 SACK CEMENT MIX) . [2 EA) H 15 Work site and exterior streets shall be in a neat, clean, hazard free, iv _- _- 33 RELOCATE EXISTING WATER METER SERVICE TO AVOID PROPOSED orderly state, throughout construction. Site shall be cleaned upon _ "- 19TH STREET CATCH BASIN PER CCWD STDS. [1 EA] request of the inspector. ( STATE ROUTE 30 l OP = _ PROTECT EXISTING IMPROVEMENT IN PLACE. (TYPE SHOWN ON PLAN) 16 CL.NTRACTCR SMALL POSSESS A_ CLASS a" LICENSE, (GENERAL ENGIroS.D. TYPICAL $ECTION�EERING I , O= REMOVE EXISTING IMPROVEMENT. (TYPE SHOWN ON PLAN) CONTRACTOR), 11I ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTORS I 15AAC LORD DRi �V ` NO 8 f A L E L.CEN3E LAW (CALIFORNIA BUSINESS AND 2ROFESSIONS CODE, SECTION 7OOO.ET �-1 SEC) ANC, RULES AND REGULAT.ONS ADOPTED PURSUANT THERETO Al THE TIME t� THiS CONTRACT IS AWARDED. M I 'SCALL: i s ZLf� 17. PRIOR TO PERFORMING ANY EXCAVATIO" ON THIS PROJECT, THE CONTRACTOR SHALL PAVr-MF-NT REMOVAL REPLAC.Uoe -r Rt 4�VCEMEN'C SECTION SUBMIT SHORING DRAWINGS TC THE CrrY ENGINFFR FCR APPROVAL. IF SUCH r SHORING DOES NCT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY Fj.17. STA 3$t6$ TO STA +0+ -70 n " ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION W a 5.U. STIP• 9t 30 TO 5TA. 10+9'T 1 1 2 3 4 S SIE �qE 3 AC 4.5 Ab OF INDUSTRIAL SAFETY , THEN SHORING CALCULATIONS AN" DRAWINGS SHALL BE � S 7 ' , _PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. 4) t i ' 5,,P. STA. 40+-TO TO STA, 55 +Z5 (5T.*.. EOVA.) PVM'T: REMOVED >< I ' 18. SOIL BORING LOGS SHOWN ON THE CONTRACT DRAWINGS ARE MADE AVAILABLE FOR ---_-_-_-_ -_..._.---_- (STA'•• EgUA,-TION 55+25.00 s 154- +4-.00 ) RCPLALEp PER Hr-LLMAJ/ NDE X THE CONTRACTOR FOR SUCH U::ES AS HE MAY CHOOSE TO MAKE OF THEM- IN S.O. trrA + 44 TD 'STA . 9+-50 TRACT 14191 5T. Ir'1f�,m-^,w THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO i t0 pj 8 GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORINGS REPRESENT 23 A TRJE AND COMPLETE CROSS SECTION CF ALL THE MATERIAL TO BE ENCOUNT- t�� 25 E4 Q 1 � TITLE S H E E T ERED IN PERFC:RMING THE EXCAVATION AND EARTHWORK ON THIS PROJECT --`` 11 �K NoTE'. EX1`)'n)46m WMT 5ELTIW THROV6H0VT THE M0,)CGT (L 15 ApF'RO*,C)M N-MLy 31 AG / NACrI VE 2 -4) STORM DRAIN PLAN & PROFILE 19. Contact UNDERGROUND ALERT 1-800-422-4133 and the following Utility tsN 19 1 21 ! 12 FiNAL TRML14 PVM'T. THICKNE56 NI CALTRANS R1W SHALL Companies as required, 2 working days prior to excavation. 20 13W BE DETERMINED W 6015 TESTS DURING TIME CIF CONSTRUCTION. 5) DETAIL SHEET 00 ALSO IN CALTRANS R/W E115T ING A.C. SHALL BE COLD PLANED A. Cucamonga County Mater District_ 714 J A MINIMUM OF 4' ON EACH 51M OF TH E TRENCH TO PROVIDE G -7 ) 19TH* S T. TRAFFIC CONTROL PLAN . ' 9641 San Bernardino Road { gg7_2591 V1 A MINIMUM OF I-'/?" A.C. OVERLAY Rancho Cucamonga, CA 91730 z' S ty la rs 14 . B. San Gabriel Valley Municipal Water District w Mr. Bob Stallings - For BASE LINE construction (818 969-7911 - CITY VELOCITY RCP SPECIAL WALL REQUIREMENTS DESCRIPTION OF REVISION GATE APPROVED d C. Metropolitan Water District W P.O. Box 54153 (714 593-7474 � 0 FPS< V < 20 FPS NO ADDITIONAL COYER-STD. RCP WALLS OWNER/DEVELOPER Los Angeles, CA 90054 Ext. 6461 °` 20 FPS<V < 30 FPS ADDITIONAL A/?"CONC. COVER OVER IRTER iOR CITY OF RANCHO CUCA MONGA W I I.GNoNtir'r'r ST, OF THE REINEL F STEEL MX DEVELOPMENT CO". *Note: UNDERGROUND ALERT CONTACTS: W 30 FP5<V ADDITIONAL i" CONC. COVER OVER [AiTERIOR Underground Service Rlert 437 South cataract Avenue H E L L M A N AVENUE GENERAL TELEPHONE - I Z Of THE tE1NF STEEL Suite 2 STORM DRAIN IMPROVEMENTS SO. CALIFORNIA EDISON � S0. CALIFORNIA GAS COMPANY • o a«:T « F E San Dimas, California 91773 CABLE COMPANIES W � � (714} 599-8461 , W. NITM EM T1I%G GA5 t wATEX SERVICE LATERAL'! WE 1107 slowla 0% 'ME Pun '"M "D= Itt41 �-�OO FAX (714} 592-5010 TITLE SHEET LOCATE+] IM 'MF- FiELD SY ULA. � PROTECT BY THE MIMMCTDiz. dl Iltl� 422-4133 21. An 3 f-ROACIMEN1 PzM&T is "QVIMM before arty work may I begin in or near the State right of way. �rwo wo>zxiNC oAra m:FORF YOU u�C clN O R R i S-R E P K E,I N C. &- � � Consulting vll Er,DU,.ara and Lona sueroeyors APPROVED BY: � DAT 222. ALL WOR within the state right of way /H [ALL 0=703 to 2882 WALNUT AVE. SUITE A the latest STRTE STANDARD PLMD a °lECXTXCAT=oNs or as BASIS OF BEARING * BENCH MARK : CITY ENGINEER R.C.E. NOS _ directed by the state's representative (standards other �I LOCATION MAP TUSTIN, CALIFORNIA, 92 DESIGN than State gust be pre-approved and justified) . RECOMMENDED i ILII= CEN reRLiNE OF HCL.LM^N CHIS. '4: TOP FiRE WM9^NT (714) 730-6410 z: QROEESSIpH K G„ 3 t3. so trmaxT or HATERIALs may be stored on the State I I A.VENUM MIt4& N QOe2q'DO" OPP05il E P N ` sQtn , Ce�B � HELLMAIV �.. 1 ��Q G� F. O'4.p Sa, DRAWN SI. AL right of way. �i ^S 5H4WN CIN TR^CT NO, T2<o3 0,35 MILES SOvTIi OF 19Tr1 5T� � � ' mss' � i -SS!''1 14. wAere �strnustr 14zs exist, avcA wonamenta sxRLL n MONTE V1 STS. 5TR'EET M.6. 95 /76 --77, �EVATION = )478.109 d Na C15446 �' f Of PROTECTED or shall be RXrnRzN= and RRSET pursuant to I Business and Professions Code, Sections 8700 to aSOS 11 * WRE 3_31-93 * CHECKED DRAWING N0. JOIN MT. ra'M 1 7)IZA111 l CIV11- ��4 (� N J�>= L�F'T R.CE.NO (Land Surveyor's Act) . CM CIF RAR NO f0CAMRGA B.M. 16 °15 JACK P. NORRIS RCE 15446 � 7 DATE FILE NO 05/- ID rr tri$• OVEFZ� P Pt r i 1 y . . _ +_ r_ { ...._ * _} ;. L _.+ __}__. �_ _. + r Irl t ,' � 111 - 1 t r t ' - 3 , 1 14'5 • Z5 f - - - } 1 : y 1 —} 1 t 1 t L } r 1 i ♦ + ' t I t + 7 FO 4w 1 i ' 1 i 1 i 1 i ; f , •' 1 i i : : . i - t r ' I i 1 i + I i i I i t - t tf 1 fi« 3 .L. f , { I f 1 { I t , + � ( ' � � � ( f E}XP•�t-P� i ' .-rte r ' _ + x t- { L 1 4- +_rT � f �+ -� ( - t i + • � ' i � .'�l�i CIS C 1 N � '; � -- 1 t 17 1 ' -- - --a - �- I i { r , , } - - i� 1 _ z — Z - - - - — . . . OR— \ ' t t - - ' 41,511 1,211 1:1,04 9 S S. " A. / DAL D ) - i Q - ( - MI�I S lE ` s - - P � I 1 gut coos 2s cis ��, 40 41 42 43 44 45 46 X47 48 • Vloo 324 FPS 3 30 N IS�C/AL WAl1 J S • Vow . o f 4FRR4 'R/DGE l AAtlE SCALE: 1"=40' lAJ . ,* v ,4� � N t, it � � 12' 1a' IE' f2' � +,r•�: HELLMANAVENUE .: W Ul I t• sommoom NNW 12 IAL 13 O r , r _..._ _...__ .._.... t 'ST. CONN e&PS_--.._ _lr__ _......_ P G — __._.. _ .—___ _.. _ ... ...... .. ...... �2 sHH. - _ �5 --t: 5 M.N ,e c; _.............. _ ... .._........_ .. ... _..__ ._.....___........--- . _ 1--........_.__.--- —.........._.... - -- _ I `� �3 _ a t¢ �C.... -. .�, sN . -� _ 00 I TU777W Olt __._._.. .- n iq o ,.f WN a4 tv 4f 1 .. 43 44 Q5 _ F t • 5 5. —'S e y. �I 4 Y V; �X/!�iT _ _. - __... �, qtr c .......... ....... a ;w - a.. ............................ 1 _.. Q ... . ...... . .. - - _._ _ _ _ _ _.. .... ................................... INS 7_ dill 111111, 1111111k LLI b Z > AT 4bi 2 W � � � � to «�I w n TE Yr A sT 4ET PORT/ONS t? t�l >IC ac Q "� j � � p � , a lrj 01.1 CONSTRUCT 54" RCP, 1500 D, (SPECIAL WALL) PER TYPICALCONSTRUCTION Mum V SECTION ON SHEET 1. CSPECIAL MIALL REQUIREMQJIS PER TRBLE Q ti h OR SHEET No i.) n w u � n � U I CONSTRUCT 18" RCP, 2000 D (BEDDING, BACKFILL AND TRENCH DESCRIPTION OF REVISION OATSWft�omTY � REPAIR CONSISTENT WITH TYPICAL SECTION ON SHEET 1. ) N N It] V O CONSTRUCT CATCH BASIN NO. 1 PER CITY SIM. 50 2. (W AND V PER u PLAN) . CITY OF RANCHO CUCAMONGA 4 ' O CONSTRUCT LOCAL DEPRESSION PER CITY STD. '518' H E L L M A N AVENUE 4 •O7 CONSTRUCT MANHOLE "A" PER CITY STD. 510. (D1 - D2 - 54") . i REMOVE EXISTING BULKHEAD AND CONNECT TO EXISTING 54" RCP. STORM D (9 CONSTRUCT CONCRETE PIPE SUPPORT PER APWA STD. 224-0. (SEE DETAIL ON SHEET 5) ;FROM STA. 3a*56. 1,3 TO STAR 48+00.06 0 REMOVE INTERFERING PORTIONS OF EXISTING 4" SEWER LATERAL AND N OR R I S—R E P K E,I N C. - CAP EACH END OF THE PIPE TO REMAIN IN PLACE. L ConsultMp p.Al Engtn.ef. one Lane auwpe►s APPROVED BY: QATE. 1 CONSTRUCT REINFORCED CONCRETE PIPE COLLAR PER LACrM STD. 2- h 2882 WALNUT AVE. SUITE A CITY ENGINESof RC.E NO�� ® I TUSTIN, CALIFORNIA, 92680 DESIGN RE M LADED - D393. (SIZE PER PLAN. ) (SEE DETAIL ON SHEET 5) L\l (714) 730-6410 oQ�pEESS/pNq� R.G.B. �4-4-11 I JUNCTION STRUCTURE "A" PER CITY STD. 508. �� v't' P� M0 �y DRAWN SHEET IMENSIONS PER PLAN. ) y P �1 - , k. �' r" N.N. G.A. 2 7 #EMOVE L►XIS'TING (TYPE SHOWN ON PLAN) • a Ne. C15446 � �' * RENEW 3-31-43 * CHECKED ° f�' ZEFT DRAINING NO. w.eE.110 P = PROTEC-r EXISTING IMPROVEMENT IN PLACE. CTYPE SHOWN ON PLAN) JACK P. NORM RCE 15446 `�� C1Vt�- ��4 J• t\I- DATE - 9/�71�1 FILE No _�-7J�� ---- ---------------- - J N 2-9-02 SVft Ski N ■ice■■ �i■�i■ii��■iii■�■■iii IE ■■ j ■■■ll■■■■■■■■■■■■■1■!�i■■1■■■■- il■■��3 ■■■■l■son ■■ ■■ ■ ■■ ■■■■�■I■■■■■ I ■ ■■l ■ ■■ I ■ �l6 ■ ■■■ l■■■l■■■■ IP, ■■ MEN on ■■ ■■■ ■■ ■■■ ■■■ ME ME Emmons mo l ■■!■■■■■'■■ ■ ■ !! w_ ■■i■■ ■■ ■ tll■lam■!■I■'■I■■l'l ■ll■■■l!l�.�, 111 _ _ : ■iwM ■■■lil�.�Illl■� ■■ ■!aMIN Iwo :�s ■■!■! ■■ ■■■■■■■ ■■■■■! ■■■E ■■ ■■■■�■ ■■■■■■■■■■■■s ■�►� �i _ ���",�"� �i/!t. - ■■■■■■■■■!■t■■■■■ ■■■■���i■ l= ■ ■■■■■■■■■■■ ■■■■■■■ ■■■lei■!■■ ■■■■■MIEN'' l■ �U E ■I! ! . - ■■■■■■■■■■■■■■■■■■lll , 1 ;;li■■■■■■■■■■!■ ■■■■■■ ■■■!".�■■■■■■■■■■■■■ ■*' �■I■lll"�.■l ■l■l■l■ ■lBMW i ► r ■■dill■■■■■■ ■■■■ ■■■■l■I! ■■■■ell■■i■ l■■l■■■■■ll ■■1 .�ri �� - wn - ■� !':'E'1■■■l■■■■■■■■■■ ■■■■l! 1�.��./��. I � `' 1'�s '�I�■■■■■'■■■■■■■■■■■ ■■■■ ■■�■■■_� ll�!■■■■■ ■■■■I■■■■ME■�■':fir _•� ■ E 1[ ■■l■■■■■■■■■■■ ■■■Il,:.;. _ - �� ■■E ,s. ■■■■l■■�■■■ ■■■■■■■■■■IMENESOMM��'��!■■ r � I ■■1 t ■■l■■■■■■l■■■■■■■■■!l■■■� ■f�l,s.. ,: : a.�l�:!■l■■■■■l fFN��' E '- _ Illt� ■■�■IliiIiiiiiiiil� � I31 �r■srliii■iill map-.���-" � • .�■IL ■iiia■■■■■■■i■�f�i�l■■■ll�l�=■1�� � ■■■■■■■moi■■■s3■■■q!�■■/� �■■�t l■■ , ,- ,►• . . l■■■■■l■■■■■l�ll� .lr mom cawi � ■■■■■■■■■■■■!� � •• � ; Moir _ ■■■l■itN■I■■l■l am ■■■■■■■II■■■■ ��� :�� : �i�n ■■■■I■■■■■■■■■■Ill■■■■■■ ■ _ - ! _ t�■It�ll■■l■■■l■■■■l■■■l■■■1�--���-�--��'�" I■■■■■■�-�� -�■■ ■II■■■Il■II■Dill■Ik��il■■l■fill ll ■■■�■■ll■■■l■■lNil■■l11! ; , !� I. =' Mit■It�l■■■■■■■■■■■■l■■■■■■■■■■1 ■■E■■■E■ `�� � ll ■■■■llli�i�i■■I�i�'l■■��■■ I■llfFf��llll��■I■Il■■■■l■lllllllll�i'�ll■■■■■ ■ I��■ �iEi• I�f�l■I�h� It�l■l■l■■l■■■■■■■■�i�■�■■■1����■■■l■■■■����3�■��l■■! l■■■I■l■■■■■l ■I ■ ■■ ■■■ � ' IEEE■ ■■■■■■■■■l■■■■■■■■■l4I� 1■■■■■ ■l _ ■■ 1 ■'� It�l■■Ilii■l■Il■■■■■■■■ll■1:=== �■lll.■E�■.�. i R■■i ■ ■■■■■■l■■■■■!�■ll�l��■■■■■■■��1��■■■■��■■■■■■II■■■■Ill■■■■■l�1!■■■■■■■ ■i�� �■■�i�' ld;'' ��■■■■1[�■■I■■■■■■■■■■■■■■Il■■■■■■ ■■■�l���■��.i■■ ■■■■ ■ ■iii■■■■■iiii�■iili��iillilif�llliii��lililiiliiiii■■i■■■il���liiiiii■■■■■■■II■■I1iil�iiiiilt�■iliiiiliiiiii■■■1���■■■i■�■�i����� ��■iii�: iiii ■■■II■Il■■Illi■■l■■��llll■■ll�l■■■■l��■■■■l■■■■■■■■■l■■■■i■!I�■■■■l■■■ ■l■■■■■■l■■■■li■■■Ill■■i■■■i■■li■ll■■i■��■■■iii■■ill �il��■=■iii■■ii■■ ■■■■■■■■■■■■■■�l■■���■■■■■■l�� ' �■■■I�t#■■■■Illl■■■■■■■■■IIl�1i■ ■■■■ ■l■l■■■■■I■■■ll■lNil■l■■ll■ill■ll■■II■I■■Ill■l� �f�Il■■�`�_■■■■■■■!■■ ■■■■■■IEEE■II■■Illifill■■■■� �ii�il■■■ .�',■l■■■■■■■■■■■■■■■■l■lei!■ ■■■■ ■l■■■■■■■■■l■■■■■■ll■l■■■l■i■l■l■■■■Nil■!■■l■■ �1 ■■;hili■ilii ■■l■■■■■■■■■■i■ll■■�3■■ ■■■■J■l■■■■�■■■■■■■■■■■■■ll■i■■l■i1�■■■■ ■■■■■■■■1�����l1�l,�i. - 11■■■■llNil■Ill■■Ili■■I■l� ■�.��� 7fl�il��i■iii■iii l■■■■■■■I■■■■■' ■■■ ��■� "■ 'l ' Zll3R11111011■■��% — . - . : �__ it3.. . --=N_ 11■■■■l■■■■■Illi■■■■■ . ■ ■ 1 ■■■■■�il■■i■li■■l ■■■■■I■■II■■■■�■l■■mil■i!■■■■■■1�,���i � . . ©��C�l������� ` � .:. • - .. -�• ■i11■■■■■■■■■■■!�■■■■■■■��■��, :c .�■�■■l■■■■l� ■■■■■■■■■l ll■�i■■■l■■i■■■ill■■■l■■■■■■■l■■■■■i■■ ■l■■■■■l■■■■■■■i 0■SEE ■ ■ ■l ■■■■■■■■■■■■i■■■ l■■■l■■ll '-- 1■■ ■■■Ilii■■=il■i■■■i■■ ■■■■■■■■■■■■■li■■I■■■■II■■■■■■Il■■■■■■■l■■I■■■■■■■■Ili■ �■ = ■■l■■■■■■■■l■■■■■■■■■■■l■■■l■ll ■■l■■■■I■�■ �����1�■3■�`■■■■■■■■■■ c ■l■■ll■■■■■I■■ill■■■■■II■l■■■■I■ilii■■■■■■■■■■■■l■I■li l ■■■ ■■■■■■III■■■■■■■I■I■l■Ill■■■■l■■■■■■■I■I■■Il■■■1■��■l���li�ll�■til■ iiiill■II®iiii■iii■I■■■■■■i■iii■■i■■■■■i■■iiiiii■iiia ■ili�!1� i tl■■ i■■■li■!■■iiiii■ii■i■iiia■i■■iii■i■i■I■iil■ � ��L:�■�iliiii�i�ii�i■ii i IN IN s' it rr i -♦ • - I � f���� � ���� �., ��ri-�rte. rrr`� �a•� •- --- 1 • • 1 ' IYfii• ..rrrraw .s•r , • --.•�-=.irw.:-•� ` \ • g"welAw2n migum i i CEM1 • : : i 61 W - ., 0-4 \ / I- . \ .`� ` . le _ . . ',' . . , - , r • � a _... _ . .... ... .. .. - �._... _ .. , .. ... . - .. . ._ _, « _ t t i ` ; - - _. ti. ,. :. ,1 a r► c r __ ._,_.. �. j , a r - o • i ; f •C •f •C O • A O , ...._»._....,._.. r _.. ,.. .. ..... ..... .. ... ., - , a........ ....- .. , �t t-.... •- �w -- - .+• �a. r rl .. . y ` rttr M •t7 A • .... .. .: . ._..... ,--. . ... . . �. . «..:......... .. .. ...... ._.. •_.- _. . _.«. , ...... • !+ N A rA a ' . i — • • < • r __, ,. - .. ' • K AM .a r . ' O M r M ' • _ ►' ..,. a. , ... a• a - r q d - .� o -... ... p j - -. .. - ,,._, *I 3 r0.. f i__ i �g • S a a `' i a • .. • riM � ° G a1 O A Q M r « _, . f► Y • M g ' - . ' s . • O « i . . . . 1 _.,_. .,. ` STA. 35+Q5.00 ` . A• 5574.25►: _ 11.1 , __ _ 1 5T f —• . MATCH t.1N1 - ST`�t. * 1 4.00 » £� S►+ T �3 . ._»,._.,.�...�.' „ • MATCH LINE... SETA.. 8 +44. 00- �� T � ,. , ..« . �. � _ -- , . ' ' . . ,�. — . . ..: .,... . ...:. ... -- — .w_ .�._, _�—•___ . .. _ _— _ __ �� a ��. ; f 0 .. , ;,, � —ten n b ( �� _ i Cl' • �`•''' . . . -- _ : .... r' r �l4o�r �E5>tanrp x �' , I • .. --.- .�. ._. , , ; ...., . .. A G1 , � �� d.. , . f f �iu�t,fG' _ _....,.. .._ AC-Q4 . W -- 'A N i . «. .,..,. . _.v..,.., .. , .. . .., w .. ... .. __. ....«. .. . Q Z i -,'IN . >,._ « , s — � •{ .. . 18'� A _ ,.. 4 s'�4 /ribs Tuts r• . w .. d « ,� ,, ..... r. , n...._ ..._ .. -.. f . _ , . i r ► ` .. T , ... - ___.... .. ;.. " ,.... V \ r I u {{ q }+ g 4 .. l., \ .�: . 2 Exp./PP's " '•� . e"st-2`*l*A �r Ti1fi 0% .•1 � « . _.._ . . , . „ «. .._ « .. , _ . , C"Trss ', ... ._--. r. _ .�.._ ....,_.-,_..•..,_�.... . _. ._.. w.,_. . . _ . f,. t _, ,,_.ro ., .. .....;.. _ r ,,,,,� ,r """" TROP. R/I�ti/ _ \� .. •�`— _ :,� 4' I I - + ...... _ _ .«rq.j ...1'.rryr+r•••.It•+.1•'•••�"•4•M•• i J ., , ..�'%- , 1--f ...,s..-. EXr T x-�— ' .. . . w. r.�.r s mss - , r :. ,, a u,� �+ . . h1 _ ,.�, , .i,i .:'. J T s ,� .« , _ _. .,. -, ..> j , �s7lrryrgr • �1 w _ - : . r r� - • �b (� 1 f : ,a,. .. / N 89I 3�'/9"E /9T�S,� . — O ....,.,,,.,,w.,....... �...._w ... ..,.. .a.,.-,.,�.,.^.,� ., _ .. r ,..,�... .. moa. ..�...w + � `� 2!*sZ.es /�71K�f ?� r .. \� ... .;. : ,. .... t�►- , • t ' /OfOa tv STAR/•/ ZW.4/N � . - ,.Q �, ` rn , _ _. , ._ r Y• / Y b • : I . n .�.. `� , —.�..� �► .« ,.. . • FUT L'�`6 ... . _. a - .. . _ . is�2e o+D J.� N .� ._ � _ 1 :. \1 , , . - -o . — =-, ` ►. r i `~ ,►� i r IST ; �� $ \ I t "� ..., �. A _. <_. s i _ _ %n t, y - --d-� ,� _ �. _.. » _M. ... F Nom._.. i < ` _�.� nr _ o ter-- � 4 . �' . 1 i � o • _. h ' '. 01 � • of O ,r r -r, a .._._ _._ Z Ate.. _Awf �` r - -' b ,� o. ...: . . .., u s ;� ._. �., ..,_ ? . � f ID+aQ a0 I NT N _ N A' ........ f .... -- -- F UTURr DRIVEWAY;= - �, . �_... . _ i , 5 « r : "J�'„ f� _ .. . rr. _ 1 OEr wt. 2Z'AL DA _ r .. • . _� - T t9G.0 b' 1 -�`� a �. FUTURE DRIVEWAY W=221 X w 1 r ' Aw R I , ' Eo[ �errs aRrv� ..b_... — sr. a,+oa. ;. _ _.. } . r , .. .� V Es bEG /11.C. bE Rbl ' - To f - •d. �' y .fly :'� ,Q� .. s . C W 1 r .. . . <. ,. y+� ' . .. .,. ..., _ __... a a.. w., �n �,4 t , r — — @xnof.5w_,: j '" �,�, 3i"6ae.Trss A �a « . _ a_, « _ Ot .� 1 _` _ _. ,. .._ ... ,.4 _ _ _... .,.w _. .�... f.. «£ +- 5��31320.50 OUTLET ^1 . _ . .. _...._ ,.. .. 0 .... ... . ' - ..y,... �T ar+ ' r , _... _.. f ., U _ .....,_ _.. .- «_. _« w_ f — �.>� T . . % Ti�+s _ _ . _... r y u x.. _ ,R .. L v...• T t I I "" ; , t ,„, a I l • r - ' ....;-_ . . _..._..r a._ _,_..__ — . _ . .., ..._ • 1 p �'1��1 ..� . 1 0 c" �► `" • m " . t _ _. x x N _, . - - 31+70 t .� . i _12t1s2.SQ � , M N Et.{D SRM • z • w... .... ,. • - - - . 4. \ � � w 1 C p Z , �� 'LL .. AFS ... _. p _.-_ , ] f489.w 3 # 7d �, , _. /. 1 . 1 % j.Of8 414 : I / --- y _ -t r T . .. 1 ` l / f / { r- _ r• a � . x i 1 y i ' (P / ; l i' , �p t`i / , « / { F ' ,, _ 1 Z A'C � . 'O Ap I -. �g I - M s 3 �� % * REG/ 7 = fD rr ._ _. _ ati ✓ F�� Tao j& ' _. ._.ti_.. I...- _. , _,_ -.. « ._ may . l� , ? 4c� .off r*r-n `ry fr. L�'�' ' +.GT.4t�1 `� o r*, o N . ,... ' " RCP < w U ' y $� d1t �.SQ TiC/.�1 ,OZ { • . . . .. . ?�/3? 4b �° o 22*53i5Q aC G. ,,, �� W S\� �� A- g ... -......w .... -. .. ../•II �/��'�• 1 n ... ...,.., y.......... .......... -.. a a«-i �4 /• T '.- .. _ r � bl ,� .. . 22s .v - 9e \s/ � � � 0 © Oa �' ; 4 0 a a ; •- . 1 �` N N • • , � .., . - 11 .. ..._ : ! ci, . :. m v rA o u • � I � 11 1 1 0 z 1� n v 1J o n t�J m 0 t!i Y . x �] v � .v r H v • H A D Nf • =O f. 0 _... � . R j m Z O H .-� • G .. a.. 5 • H H v +•�. M -< . .» 3 .tom m cmn H b • . .. ._. 4 .... . i.. . .. - a. � ...... ( d _ c I r - • w { • s � o a Z "', „. ,-I......I .. _..__ . . V • • �� ' ,� 0 ',. s � a e.. . _ v I11 r �'1 SR' Z „� ....._ ... . ... .. .,._� .. _..,.. ... _.N„ ... __. . .....-r. . -... 0 Z •" I psi — E� 10 . r i + 1' r O N M 1 n • N Z F+ Y 7d z + t GT u - -."-. _.,... -,.. ... ...._ -- �r �'` ITT C Ir m a m I n C W ,r '* _ _ . w.4. s 0 r tp �. a._... C ; to 3 �+ _:4; 4F 4U: _ _.. ... . .... -_ .. .. . » - , ► ,--I o `� ,�'. _ - i `^« /� r '� Z -I Q �.r F• "") ` _ ,e _. .. , i : .. ,. ..«._-<»-_ «..... ._ - _e ..._ ,..j.., ,_.,-o-.,. ... ,.,,p-...«.._ . Q G1 i Z . , LL�� r �� Z 'a • '' .. _w..f.:,i„_..c i.,,•.-• .. .tr . ..•+..:. ......:.ti-.:.•. . �:_.f_ ,,._—. ,....,.,w•,. .,•••,_..:..-........e...._.•.. .. r+...:..,t.......•. -..-„•w...•,.....+r....�.p,;....�.,.p.....,..�•.;.... 1 I " R •.•. •�+�,: • _a �{ � ..«.¢•w3 .3 r.r"�.}'v!'''''�^'' .e.t......,tw...-..:.i.+.. .rae--- :,nw, ,-.i7-7 •«,3•i.•,r+•�t.••+•a}"....,..�.r.....«.y.�,. f.i...» %•.{.'••wa--sem:,:._,►•-.:..1.: _..s.«...:.::.n..•..•-1.•...<,,.�.._.„:.ii •-w••e,:•w....:...�;.. ....,+,..:-----T- • ., .. r 11 : r .. " 1 1 r r F '�7 6 ' "� _ I . . , � . _ L yrtyy y,, i w ,.: �y R u L' +.'iX;.d:.,;.;x,:o' k... ...AM.', ,.4-, 4'^y x .. ,. x , ..,...a,u.. . ,.� • .,. J j w '- n, „•C Yiw. .. v 1'� :'..:I,. :. ga'Fn. 'yu•: •Lt1 _1• '..:::�;,.'' "' .: ti,.: .:w. ,.rt..:... ` • �:. CASE1 111NFQRCE1) CONCRETE BEAM D L ,�V O LES Al FOR 4' TO 24' 1.0. PIPE /2 i0 4 /8" /.0' S L A N:bn a*c*%r/s i VgWed Roft v Or chd Ve,Ir p vltib ex'mtfs I.WIOTM OF BEAN !WALL EQUAL O.Q. OF MPPORTEO PM. 240 /0 1 6 _ MIlIIMU WIDTH SMALL BE G" 0.110 N. pr fwt. lxISI . ¢ S.IF SUPPORTED ►IPE IS BEDDED III CONCRETE.DEAN WOi 56"1 /.5 CONDUIT # �tPl SMALL EQUAL BEDDING WIDTH. 4 75 70 p Where Apes of d!9'1•►L�rM Arneftrs "f pmd wym O cdlCre* If-momAIF BEAM IS PRECAST, ENOS Of DEAN SMALL BE FULLY 7" /.JSP /0" C10dJI7l, L and T sAaA'bt M1vst olMt D= a. BEDDED IN 420-C-2000 CONCRETE FOR LENGTH B. TIK �, TI-Irb'gwp/pG D2, REINFORCEMENT BEDDING SMALL NAVE A MIMMUM THICKNESS OF le CLASS ww&x-p .Is¢L fw. (SEE TABLE) 'C" MORTAR $MALL BE PLACED BETWEEN TOP OF REAM _ AND SUPPORTED PIPE TO PROVIDE MINIMUM DEA"ll SHOWN. 3 FWAOe brgel than 66'0` sjDeciiOfevo r~is req~.. 4.THIS CASE 19 PERMITTED ONLY If THE TRENCH WALLSC SIX/J�isi�l/x nt.Yt sur /ls' l AAE FIRM AND UNYIELDING. S.MAXIMUM SPACING Of DAR? SIMALL BE 4.O.C. `3 Q71r1'/elrl/i7*ig on Apes 24"and lesshdolTftfrt MWmall REINFORCED CONCRETE BEAM (004ENSIONS AND R OWM Aws where' Nxlgle A Is less Mar► /0- B'� 6 N7imv �•ON RET EO a 0' TO /-0' 0'1' TO M-d 12-1' TO HI+O'PIPE COVER 10=�TO 20'-d Ed-f TO 2l-0' E 4e r / %S/equl'N�Mt dia'rfetr/Of Mt C>i'CT11br ASS CONCRETE BEAM shoo'be Df(2 X *v#tIMckmss f t 8." T B T D T D T D T B � � L'P'7G'leld d TO 4-0' S' S' A4 1-G' S'is 4 1-6' 10•IN 4 I'-4P 10 +4 r-G• ►' 't L 1 kr1 (./��is lQrlO//�to or less Man 1p, /06 hwerfs m7d wftm 4 4-r TO V-0' I' 94 f- ! •4 f-i• II' •4 f-i' 12'104 f-S" 2 .3 t{' �- ► l,�t� �y-�� � �Z, / soffits. .. ..,: •: 3=1' TO 6'-0' 9' +4 1-Ir 11' •! 1-G'12/ -3 1-G'q •3 2' 4 •3 2=0" 1 (:.� rA.. : ti.. k SIX TO 7-0• 10' IT 3 I-G2 •3 Y- 14 • -3 2-0 5v• •3 2= • •6 b'd , I S. Ape may be cmrlgaW met&pps, ctvvefe*e, orrL�td T-1' TO /-0' 11• •S I-G" 14' •3 2Y- 16• •! 2-0 ' -6 2- 19' AS 2:d I! c�oracrellc pipe,°a1r OsbeSfOS CNntnf pipe. '17W TO !-d 12 '+S 2- IS •6 Z 7 ' •G 2- M ' •0 2u 21' •6 t- 1 I SLI* TO 10 '-0.13 •6 2' 17' •6 2- w •G 3-0 21 •6 34 2Y •G 3- 4 f l 9. ltf to be uses for O size C/lOnge on fade moft� I1H111ICi SFyp L DE IOLI TO 11-0 14 •G 2=G N •G 3'-d, 21. •6 S-0 •G 2S •7 O.S .D. OF SUPPORTED PIPE atTO 12,0- IS •G 2'6 20" •6 Y-el 2f •7 S-49 23 • 7 s-i 27' •7 3-G' AbwcrI _ H ! 4 BAR 11-IN TO 13-0' 17' +6 $-0 •T 3- 2 •7 3-G 7 R 7 2!• -7 4-d Apt I 4- / (If BEAM IS PRECAST) a W-F TO 14'-O 10' +7 3-d 23• •T 9-61261,f •7 4!-d 29V.T 4'-d 311itt s 7 1 REINFORCEMENT 4- 14=1' TO 13-0 19' +7 3= 23' •7 4'- 2S' #7 4=0 31 ( A ) 2•CL J MAX. I!=r TO I4'-0'2 +7 3'- 2 1•7 4' 30' •I 4-i Pte•E K-f TO 17=0" 2PAI •7 3- 26' •I 4' I SECTION C-C 1 -1 TO 1d�0 .a - ' •/ 4- I CASE 2 'j REVISIONS LOS ANGELES COUNTY CONCRETE WALL `! a." •••• •••�-►*•- FLOOD CONTROL DISTRICT *4L Z11 3�4 car rws ® ,r. ., �•�,••a �.� • CONCRETE COLLAR Ztr•y�►te•, o sass CONDUIT TO L T19L "PORT9IG WALL SIISLL K"t A suPPORTEO B_-6.i_6'6_4N ! A°^ SMALL _ - - FOR PIPES 12 LACHES . . PIPE � fMIM I[ARING ON THE SUDGRADE NO ` • 1x30 +r .D- AGAINST THE SIDES of THE EXCAVATION. THROUGH 66 INCHES 2.ANY CONDUIT MS9MG TIM10VpH THE APPROVAL RECOMMENDED BY D.Y.M. ""•"••' /� MIN B' WAIL SMALL "AVE I-INC" CLEARANCE •«�• ""•'••' - • j �� ..KN•. �M,II.wig . . . • .• FROM THE WAIL. •»'--.�Jl.H_ NO. - -CONDUIT TMFIOU IM . Kwl[ OAT[ S.4-INCH DIA. OPENINGS THROUGH THE ASST. CHIEF DEPUTY ENCINEER Il 99 fi �. OPT. CONST. : ` ' WALL L�.� WALL AT 2 fT. O.C. HORIZONTALLY AND L."ANGELES COUNTY FLOOD CONTROL 0SrlhCT •,. - MORE EC.196 �r 1 w 1 JOINTS _ TYPE -A. TYPE •B- AT S FL O.C. VERTICALLY SHALL It . V PROVIDED TO PREVENT UNEQUAL FIRM i 1 WALL SECTION SURE RESULTING FROM JETTED BACK- - 0 o .0 FILL. 4.IF SUPPORTED POPE IS WOOED W CONCRETE, WWOUM TMCKNESS V OF WALL SHALL EQUAL BEDDING WIDT". b 4'VIA OPENRIGS S.BRICK WITH MORTAR JOINTS MAY DE USED NI LIEU OF CONCRETE FOR WALLS UP TO i FT. IN HEIGHT OR LENGTH. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN AINT COAT RArWEA►1NA•AOE SUPPORTS FOR CONDUITS ACROSS TRENCHES 224-0 JODfT COOPERATIVE COMMRTEE IN4 k USE WITH STANDARD SPECIFICATIONS FOR PUDIC WORKS CONSTRUCTION SHEET 1 OF 2 CASE 3 E DUCTILE IRON PIPE OUCTILE MON ¢ OR ALLOWABLE FSPA AND MIH.DUCTILE IRONPREOUMED CLASS 53 JOINT (BEE NOTE 2) SPUN R. C. POPE OF r PIPE r PPE 1r POPE CONTINUOUS D. EXIST. A.C., CONCRETE. OEP7H (SEE NOTE 1) _ R.C., C.I. OR CLAY PIPE COVER Sw Bw s(Mrc1 ew SI* 9(00 r POR CLAY PIPE SEWERS V TO 0-0• I V-0' 1'•6- 13'-6' 1'•6' 16'-r 2'-0' CUT EXIST. PPE AND JON 87-1'TO 16'-(' 6'•0' V-6- 10'•0' 2'0' 12'-0- 2'•r WITH TYPE 'D'JOINTS WITH CONCRETE 14- ADAPTER RING,r REOUIRED 16'-1'TO 25'-(' r-Ir t'•6- 9'-0' T-0' 10'.6- 2'.r BEDDING B S B P ON EACH SIDE OF TRENCH 1' _. _... �.._, OR REMOVE TO NEAREST TE JOINT BEYOND O.D.+r MIN. 1. IWO-0 SPUN R.C. PIPE OF SAME OIAMETER E 4• AS THE EXISTING PIPE MAY BE USED ONLY WHEN THE EXISTING PIPE IS A.C., CONCRETE —1 OR R.C. PIPE AND THE TRENCH WIDTH IS �� 5'-0'OR LESS. THE CONCRETE COLLAR JOINT SHALL BE (SCE NO2.TE 2) ` `®N . , USED FOR JOINTS IN STORM DRAIN PIPE. SECTION E-E CASE 4 F CO VMM SUPPORT WITH REINFORCED CONCRETE BEAM ' - 8 EXISTING CONDUIT S s TO BE SUPPORTED H � H ----- --fir--- --- � T L- --- _--��— ----- —— T T • .. -- -— — tr X 12 \ B COLUMN E NOTE 6) r CIL ( E 6) it x12' COLUMN 4-NM BARS 2- 4' DIA. SLEEVE 94 PRECAST BEAM 4-ib BARS #3 F t2 TIES TO BE FILLED 03 B 12 TIES- WITH CLASS f4 BARS tp is MORTAR. - BOTH WAYS J Z • 1 M BARS a 12 s T ------ s COLUMN. BOTH WAYS SUPPORT BEAM \Q Z W_ WIDTH 2 X T s (MIN. 2-.O.1 CONCRETE- I tr MIN. Le. F R.C. BOX CONDUIT PIPE CONDUIT ,SECTION F-F DESCRIPTION OF REVISION DATE CITY APPROVED No CITY OF RANCHO CUCAMONGA 1. V AN'S'SHALL BE MAX"" »FT.POR EARTH COVER I FT.OR LESS. 12 FT.FOR EAR IM COVER tS FT.ON LESS,AND tG FT. EOR OVER 16 FT, EARTH COVER. S. ALL CONCRETE SHALL BE NO-B-3290. .. A WHEN THE PIPE TO BE SUPPORTED CROSSES THE TRENCH ON ASKEW ANGLE. THE WALL OR BEAM WFIICIi SUPPORTS THE • � COLUMN SHALL BE CONSTRUCTED AT RIGHT ANGLE TO THE TRENCH. A E N U 4. SUPPORT SYSTEM MAY BE USED OVER CAST-IN-PLACE STRUCTURES. - - i. BACKFILL ABOVE THE SUPPORT BEAM SHALL NOT BE PLACED UNTIL 72 HOURS AFTER THE SUPPORT 18 POURED. 6. REINFORCED CONCRETE BEAM DIMENSIONED AND REINFORCED PER TABLE UNDER CASE 1. STORM* DRAIN GENERAL NOTES 1. •S'IS THE SPAN OF TIME POPE SUPPORT MEASURED ALONG ITS CENTERLINE. ALONG THE POPE CENTERL9)IE. 2. ' IS THE LENGTH OF BEARING OF THE SUPPORT AGAINST UNDISTURBED EARTH MEASURED A CASE 2 SHALL BE USED FOR PARTIAL CROSSINGS, EXCEPT THAT WHERE THE DISTANCE FROM A SEWER CHIMNEY TO UM D E TA 1 L 3 H E ET 'D DISTURBED EARTH IS 10 INCHES OR LESS, THE TRENCH BACKFILL MAY BE DENSIFIED TO 10 INCHES ABOVE A HOUSE CONNECTION SEWER AND THEN RE-EXCAVATED FOR THE PIPE INSTALLATKNN. N OR R I C —R E P K E.I N C. 4. ANY SEWER OR STORM DRAIN EXPOSED OR PARTIALLY EXPOSED IN A TUNNEL EXCAVATION SHALL BE SUPPORTED WITH A APPROVED 6Y: OATEN WALL. CASE 2. L C.nwdtinG Clvs Enaln-M't .n4 L4rN S11N'w�tQt�� S. IF BEDDING IS REMOVED FROM THE EXISTING POPE THAT WILL REMAIN IN PLACE, THE POPE SHALL BE EMeEDo£n WITH CITY ENGINEER P.C.E. NOlPV�S.3 CONCRETE AT NO EXTRA COST TO THE AGENCY, n 2882 WALNUT AVE. SUITE A G. UNLESS OTHERWISE INDICATED. CONCRETE SHALL BE CLASS 420C-2000• TUSTIN. CALIFORNIA. 92680 �OEESS/ AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER sTANDAIW PLAN Q OAr DESIGN RECOMMENDED Alin (714) 730-6410 h��� ?. NpRq� 1P.6.8. 1. 10• 0-4-41 SUPPORTS FOR CONDUITS ACROSS TRENCHES 224-0 ' �' r2,., DRAWN SHEET rn ft C1546 R.A.Z. !_or_7 RENEW 3--3 4 NE93 * N . J'f CIVIC- �q CHECKED 27 Orr A.C.E.NO DRAWING 0 JACK P. MORRIS RCE 13446�Z� ' Of CA1.\F4� T P.N. DATE 9&7191 .• FILE NO 'J4 J.Al 29-1:90 CIS ! Cl i 3Q7 TAPER !OD 30 /001 . ]20' TAPERal /Z1 30 3'Oa' EDD' I.• ZS' SCALE 1" . 40' ac W2 01% �, i' 0. NK v 10 OW, svmmmmmmmmw IS N N D Y S' 3 is' �♦ o Dr =r- --_ - Dy � - _ — - - - - -- _ - --- __- -__- ..................................... SZE==== 01% 7 � v v v Off ARE 4 !2' /2' TAPER 3 I STA/LS pF Ir,4A74 MAIM01- t P�,eM/T. ALSD S� �JZX/,e S00' Soo` 300, I .Qa'/�"E~00A1 611r 7 , HELL MA N AVE. . 19TH STR EET ' P/L6RIMS CT. PHASE Ills J Cl - T b , M 300 ' TAPER ftTO' sa 370TAf'fIVR 3dD' WZ SCA LE: 1"=40' Ot v hEY.(RIS cc44 0.i. 40 It 12'y i41� :- _ - - 0 - - - drx ao Q --- - ----- -- - - - -- DY o wa eio o _ DY N :. �= F -- -- 10 0�-EXIST. P.P. t i R17 v _` \ ( / ` t5 ' w/DEN Pr+�1'T Td MA7Z'H ,r /X' /T] 40 r` 'k N B 17,M_ f? TON OFE.P. EAST Ti4Pff� v v ( at Of A/ LLIV.4N A V5him � t l ' 11 � W �w 3df0 ..f 0' J"m II rye IPI L 6RI MS CT. ,HEL LMAN AYE. , TREE . 1 S . I PLANS DO NOT SMOw EXISTING SIGNS. AI.L MSTING SIGNS SHALL 9TH _ REMAIN UNLESS DIRECTED DIFFERENTLY BY THE ENGINEER. 2 FpVEmLENT MARRING STENCILS SHALL MATCH STATE STENCILS LEGM DESCRIPTION OF REVISION DATE CITY STRIPING AND MARKING NOT CONFORMING TO THIS PLAN SHALL APPROVED 3 ALL PHAS E I I * - WHITE PAINTED LEGEND BE REMOVED AS DIRECTED BY THE ENGINEER. CITY OF RANCHO CUCAMONGA 4 STRIPING LAYOUT SHALL BE APPROVED BY ENGINEER PRIOR TO FINAL NP - 12" WHITE PAINTED STRIPE PAINTING. CONTACT TRAFFIC ENGINEER BEFORE AND AFTER "CAT- TRACKING". DY - DOUBLE YELLOW STRIPE (DETAIL 21)* S ALL STRIPING SHALL BE PAINTED PER DETAILS OK THE PLANS AND H E L L M A N• �A V E N U E _ THE CALTRANS TRAFFIC MANUAL AND SPECIFICATIONS UNLESS EL - 4" EDGELINE PAINTED STRIPE (DETAIL 27A)* OTHERWISE SHOWN. GENERAL MOTES ' I STORM DRAIN 41 CONTRACTOR SHALL KEEP RECORDS OF EXISTING SIGNING, STRIPING _ _- (E) - EXISTING AND MARKING TYPES AND LOCATIONS AND SHALL REPLACE ALL I`� PSM T =s FAOVX before Mr Wo3e MF STRIPING TO THE LIMITS AFFECTED BY THE PROPOSED DETOURS. in in or near the State right of way. 19TH ST. TRAFFIC CONTROL PLAN. ! = SIGN bN 4" X 4" REDWOOD POST (OUTSIDE PAVED AREA) f�1 PAVED EA PLACE SIGNS, BARRICADES' AND DELINEATORS PER 2. IVORLt within the State right' st MY SMU eO�PVRR to NORRIS—REPKE,INC. DATE: OR SIGN ON WOOD PEDESTAL (INP AREA) CALTRANs PTD. T-12 AND AS *@0W1F1rb PER PLAN. e latest MTM S'rAmmw PLANS a SPsesszcATzoM or as L APPROVED 8Y. S PLACE 4" A.C. PAVEMENT ON NATIVE SOIL (TEMPORARY). irocted by the State's representative (Standards other Consultine pal �� ewe Lerr ❑ ban state Met be pro-approved and justified) . 2882 WALNUT AVE. SUITE A CITY ENGINEER R.C.E. N0.4�5 9❑ PLACE TEMPORARY K RAIL PER CALTRANS STD. 511-30 AND PERTUSTIN, CALIFORNIA, 92680 OQ(��FESS/p��` DESIGN REC MMENDED DETAIL "A" ON SHEET 7. a- or M2211" ■sY stored M the Slats ight of way. (714) 730-6410 hc�, �,,�, P. NoR,p y' R6.B . OR *DETAIL NUMBE#S IN PA)tENTHESES REFER TO DETAILS SHOWN IN ® INSTALL SIGN PER DETAIL "B" CO SPIFFY 7 ON NEW 4" x 4" ♦. *"MST �NTf exist, such . nil" M STATE OF CALIFORNIA STANDARD Pj ANS A20=A AND A20-B. REDWOOD POST' PM.207'fb or shall be INFURSPOW and SSM pursuant is o�c No. C15446 m DRAWN 7 SHEET 7 Professimm Code, Sections awe) to $SOS iR•A.t• 6_oF.L. l * RSI a-a1-s3 **SOLID LEGEND TYPE SHOWN ON PLANS. 11-19 BLANK Lnd surveyor's Act) . ` sl CIVt%- ��P CHECKED DRAWING N0. 20 PAINT ALL SOLID LSGENIIS SUCH AS "STOP" AND ARROW'S AS SHOWN �T Q: SEE 442or R.C.E.IID ON THE PLAN. DASHED LEGENDS ARE EXISTING. E OF ,EQ J.P.N. /'�7�5�-D r �MiCK P. MORRIS RCE 15446 C A� DATE . __- FILE NO 40 AFF,4/GS Off- T.e,4,,4rrC 4DNr4e2"X fl7.e SOIU7fl�GY�iI/l�YEHK'GE5 � PPDY/DE7�FO,P UrVIJEPC/Jy. �,- C152'M/T. ALSO 5Er DE7VW f �'GY/lEMAP HA�EbrV - 300TAPER /OD' .�D' t0' i00' 320' MfRS170 SCALE- 1"=9D' Z �tc Z � 33 %J v _ Ex(ml) W Ck: i 0 0 - - -- - -- - -- -- — N W2 (RT)-� - is EL ' M �+ :a DY DY = WP S IS' � L_ woo- DY � T.�� 7 F f.7f;. tRl) r1 (iT IO v ��rv�ASEII W 3 it' n' . o eo ti 8 Cl W Ll I NOTES IIaO` 0` 3O0' STREET 97H 1 PLANS DO NOT SHOW EXISTING SIGNS. ALL EXISTING I� C/oSIGNNS SHALL REMAIN UNLESS DIRECTED DIFFERENTLY BY THE ENGINEER. , P1 LGRIM S CT. HELLMAN AVE. 2 PAVEMENT MARKING STENCILS SHALL MATCH STATE STENCILS EXACTLY. 3 ALL STRIPING AND MARKING NOT CONFORMI TO THIS PLAN SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. «, 4 STRIPING LAYOUT SHALL BE APPROVED BY ENGINEER PRIOR TO FINAL . PAINTING. CONTACT TRAFFIC ENGINEER BEFORE AND AFTER *CAT— P E A i% E t 11 TRACKING". 5 ALL STRIPING SHALL BE PAINTED PER DETAILS OIN THE PLANS AND C.7 THE CALTRANS TRAFFIC MANUAL AND SPECIFICATIONS UNLESS �.; OTHERWISE SHOWN. h - , 6 CONTRACTOR SHALL KEEP RECORDS OF EXISTING SIGNING, STRIPING jylMLAND AVE. AND LARKING TYPES AND LOCATIONS AND SHALL REPLACE ALL QPEM j' j' /' TRAVEL C18z--' EF rRAFF/C mi STRIPING TO THE LIMITS AFFECTED BY THE PROPOSED DETOURS. — PLAN FOR TH/S �7 PLACE SIGNS, BARRICADES, ,. r�, '•: AND DELINEATORS PER TR NCH LANE 12 10 r LT) I AREA CALTRANS STD. T-12 AND AS MODIFIED PER PLAN. I7 TM_ Cl ® PLACE 4" A.C. PAVEMENT ON NATIVE SOIL (TEMPORARY) . BARRIER -�•� ED6E UNE L—--- ———J + a r ❑9 PLACE TEMPORARY K RAIL PER CALTRANS STD. Bl 1-30 AND PER /OR DYL/A�' (RTI (LT) I DETAIL "A" ON SHEET 7. 10 INSTALL SIGN PER DETAIL "B" ON SHEET 7 ON NEW 4" x 4" CLOSURE POST. cin ;EDWOOD LL ADVANCED WARMING 51GRS SRALL _SE t MUMUM " Iv rRTI - 4a"x.4H • CARE C? 4 Ivs13-Is BUM—_=& STALL 5164_PER DETA i L *C" ON 94 EET• 1 .DN KEW..4"x 4" R Ej)W QOD .POST lull C5 (R) OR '�" 20 PAINT ALL SOLID LEGENDS SUCH AS "STOP" AND ARROWS AS -SHOWN Cl + IMDJwTf 'r UT) k PN THE PLAN. DASHED LEGENDS ARE EXISTING. ? i h 10 BARRIER `DETAIL 'A - ` � NO SCALE W WRITE PAINTED LEGEND CI WP = PH- ASE i 12" WHITE PAINTED STRIPE DY - DOUBLE YELLOW STRIPE (DETAIL 21)* HELLMAN ' AVE ,, DETOUR NO SCALE OUTING STRIPE (DETAIL 27A) EL - 4" EDGELINE PAINTED * NOTE: FOR PHASE Q NO HELLMAN AVE. DETOUR ROUT/NG /S M711I RED. HELLMAN AVE. CI.OSEM (E) - EXISTING • Iz Cls _( STREET) To—(STREET) BLACK ON OR XGE -i = SIGN ON 4" x 4" REDWOOD POST (OUTSIDE PAVED AREA) ;e: T (DATE) Tp (DATE) G" LETTERS OR SIGN ON WOOD PEDESTAL (IN PAVED AREA) USE f STREET I Rn c=` *DETAIL NUMBERS IN REFER TO DETAILS SHOWN IN w STATE OF CALIFORNIA. STANDARD PLANS A20—A AND A20—B. Hl6HUX0 AVE. T Igp C? SIGN DETA1L C II fM M-S C5 (R)OR(Ll **SOLID LEGEND TYPE SHOWN ON PLANS. LI t (L NO SCALE HELLMAN AVENUE CS C RT l T 1 f CITY DETOUR- °R � c7� � ---� � � DESCRIPTION OF REVISION eeT[ Nom ' CITY OF RANCHO CUCAMONGA cs rcn rtn Io � �ct - c1a GENERAL 140TES SIGN' 'DETAIL' BHELL-MAN' AVENUE' . valam?NO SCALE il7[[ONTROL PLAN in in or near the state right of way. S O M D R A I N - R THl f AREA. _- mvm V13TA ST. 2. 'EOwithin the State right' of my S/ALL 600M of to s latest M'A'R'NWm m tLMS a SPSOXI CATIme or as 1.00 ad by the State's representative (Standards other ,19 TFt ST. TRAFFIC CONTROL P L A lv - n State mast be pre-approved and justified) . ' MORRIS—REPKE,INC. t N. NQUIMM or MIMMIAM may-be stored em the Mate L cenmA l cm tnym...e •M Land swwym APPROVED BY: QATE: G 4i W igRt of way. 2882 WALNUT AVE. SUITE A CITY ENGINES M RC.E 1� _ t 4• twltval ilmmmll exlet; such no im e 2 gas" 10, �— TUSTIN. CALIFORNIA, 92680OFESsIA K31ON 0 or Mall be RXYNRWXM atd MUM pursuant to (714) 730-5410 EOe� Hyl Rt Neo • ••• and Prot•saiana Cod•, Sections &74#m) to $806 �Q P. NpR �- 'sLand Surveyor Act) . DRAWN SHEET We. T$446PHASE R.A.Z. w �Z - 1 :��—. J► REttE>~ a-31-93 HELLMAN A 'V E . D E T O U R-' R OU TJ N G CHECKED sE 1 RCE —` DRAWING Na' . a JACK P. MORRIS RCE 134" lF � OF CA1.�� J.P..N. NO SCALE DATE FILE 00 i✓ 29-OZ