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HomeMy WebLinkAbout1071-D TRACT N On 1502_t­_ _v IN THE CITY OF RANCHO CUCAMONGA GENERAL NOTES cave is HK3HLAND AVENUE TINE wRID a "s G,FI " TME YIREr11f100 ,,,. mow 1. ALL WORK SHALL BE DONE IN•ACCORDANCE WITH THESE PLANS. THE __ - ------- "' -- ,f CITY OF RANCHO CUCAMONGA CALTRANS. SAN BERNARDINO CO. STOS. + FUTURE , t. COMMERCIAL � � w "' �. AND SPECS. AND STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION FACILITY CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL M Lu ..�...4 mm BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND ams 2 SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES. WATER METERS. VALVES, FIRE HY04ANTS. ETC. SHOWN OR NOT ., SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ` T ' NO° "0""' Lw ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE -DONE SHALL �l = 1 `" I `M I -- ;�• .. BE REMCVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA M FUTURE � ' I �... "' �►. M "» l LT ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR MEDIUM CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT DENSITY ` OR RIGHT-OF-WAY. AGE (�=QOl7/ `y (LOT F. CT t"721 4. ALL SEWER, WATER. ELECTRIC, OAS. PHONE OR OTHER UTILITY LATERALS. MAINS, OR CROSSING SHALL BE CONSTRUCTED PRIOR TO M Y ,.,, ✓ !:(j PAVING. mmoem Oft PAaMa"FW "" 5. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION MH J, UL DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER 1 f FOR APPROVAL. 5. WORK SITE AND EXTERIOR STREETS SHALL BE IN NEAT. CLEAN HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL "r"r «r ,.w BE CLEANED UPON REQUEST OF THE INSPECTOR. FUTURE 7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL COMMUNITY FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FACILITY CPN FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR v,CtOp1A PPRK INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES VICINITY MAP ARE SHOWN ON THESE PLANS. S. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. SCHOOL/PARK SITE 9. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR (o THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK- REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 10. CITY APPROVAL DOES -NOT INCLUDE WATER OR -SEWER SYSTEM AND ESTIMATE OF QUANTITIES. J 11. A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING PRIVATE AND PUBLIC UNDERGROUND UTILITIES AND IT SHALL BE THE 1 �, RESPONSIBILITY OF THE CONSTRCTOR TO LOCATE THE UTILITIES OF 1 EVERY NATURE WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATION. J 12. ALLL STATIONING AND DATA REFERS TO THE CENTERLINE OF PIPE OR - CHANNEL. ] GINE �+t Z TRA 130 0 O CONTACT SAN BERNARDINO COUNTY DEPARTMENT OF TRANSPORTATION �D PRIVATE ENGINEER'S AND FLOOD CONTROL 48 HOURSS P R R PRIOR TO COMMENCEMENT OF NOTICE TO CONTRACTOR CONSTRUCTION. CONTACT MR. 0 &h'J(Iv:ArCn5 &ere,-0.. JIM DUNN (FIELD ENGINEERING INDEX MAP THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR DIVISION) (714) 387-2642, 8 A EAST CONSTRUCTION NOTES AND ESTIMATED 4TRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF THIRD STREET, SAN BERNARDINO, AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO CALIFORNIA 92415. CONSTRUCTION NOTES QUANTITIES FOR BASELINE AND EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STURCTURES NOT SHOWN ON THESE , AND ESTIMATED QUANTITIES MILLIKEN INTERSECTION PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON D£SCR/PT/O/V UN/T TOTAL DE5CRIPTION JUN IT TOTAL OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC i� 11 IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY / /NSTALL /B RCP CJ'GCk4lJ C`C�1rl�1R�t-t'L� LF 880 o__ INSTALL 18 RGP W� ��.q PER p (� LF 4-8j WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. UTILITYCONTACT 2 /NSTALL 2/" RCP b'(r01l1(O � !'°t'T+LYZ'l�L L F /26, 2INSTALL 21' RCP L>DAGJ PER PRC,C=EIJ✓ LF DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS'. 3 INS TALL O3 RCP �- co-I.,Ckwec�FYTCY- Cr LF 622 ?� INSTALL 24 RCP —'0' LC^O PER PRCr-tL.E LF CO THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE CONTACT THE FOLLOWING, AS REQUIRED. 4a HOURS PRIOR TO EXCAVATION: I 32 CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. 4 INSTALL 30 i?CP cQ'G.G�gIJ l�"l�t4'��I;CC LF &4- 4 INSTALL 30 RCP —'0'LOAr) PERP!'eC�(L.E LF gl DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS'. GENERAL TELEPHONE COMPANY: Ie00J 4221132 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 280 SOUTH LOCUST, �— INSTALL 3,6 RCP -- !J•COrgCO e-?T &eroe-e4& LF ,3 8 11 CONST. CATC-0 &A-51N NO. 1 PER STD. $ 02 EA .3 RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND P.O. BOX 2920 /NSTALL 48' RCP l.� l�!-1v loleG�lz'l.e LF /G3 12 [Ones . CATCH BASIN N0.3 PER SSD 504 EA 3 PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND POMONA, CALIFORNIA 91766 T NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER SOUTHERN CALIFORNIA GAS CO: 17141 529-2070 CONST. JUNCTION. 7 INSTALL 6-9RCP ., A (� 4_aW P&"�t� 44= LF 594 15 STRUCTURE �5' PER STD 150c) 8 ! 0EA. - - HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALL-GEO. IN CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING F^,'JM THE SOLE 2191 EAST BIRCH STREET [714) 529-2889 8 /NSTALL 75RCP �- (O'-Xkg90 etF1'r eRla--lGL LF .9-33 {(� CONST. MA1,I1-IOL.E W PER DTD 1510 EA 2 NEGLIGENCE OF THE OWNER OR ENGINEER. BREA, CALIFORNIA 92621 CUCAMONGA WATER DISTRILl: [7141 987-2591 9 /NSTALL 81 RCP ^�(C?'GQ'Q1.7 l� CdC.a LP 7/5 j,°.j CONS-f. RIP-RAP ENERGY DI SSI PATOF?, 6M. $C7 EA I 9641 SAN BERNARDINO ROAD /O INSTALL 42 RCP (o "G.OII o l�� mc-zeLcz LF 5j 72 IN`�M/__4 C !` rd 50 C-X',W ad n?w!A\ EA 1 `v 'M RIIV" ZU GY�C�r'C 7eSC• C IS- IyEET /O 2'!�-a7 RANCHO CUCAMONGA, CALIFORNIA 91730 CONST. CATCH BASIN NO I PER STD.✓�OEIIN$V 5I,4OWN ON PLAN5. EA /3 CO►,4ST. INLET APRON PER STD DWG. NO. 515 SAI 1 /2 CONST CATCH BASIN NO. 3 AIW STD. 504 W�VSHOWN ON PLANS. EA /9 DESCRIPTION OF REVISION DATE CITY � 32 CONST. UNDER-SIDEWALK DRAIN PER STaDWG.No.5o0(MOOIFIED) L.F 60 /¢ CONST ✓UNCTION STWICTURE i4 M PER STD. 608 EA = ( �- CONST CONC. ENCASEMENT ARCUNDR.C.PES?S PTD. NO.5t3 CASE %V. CITY OF RANCHO CUCAMONGA /5 CONST ✓UNCI/O STRUCTURE "B PER. STD. 509 EA 4 CC*t `,TRAtGL_4r 1-IEAtOI�IAI.tr FeR CN nR^,NG 8T0. 0.65 6�. l /6 CONST. M,9NHOLE i4 "PER. STD. S/0 IFA /7STORM DRAIN IMPROVEMENT PLANS FOR 3Fj CONST ca/I�'. /�L,UG �E.e OETA/L 5'//EET�// EA / /7 CONST. M.gNHOLE �B PER STD. 5// EA 3� OOMgr erf0t0eC-l&O COACH C-&Ce S -"C--eVI'6,'�Glt' M� ' (,�c !AS LYON # /9 CONST. ✓UNCTION STRUCTURE C•N CASE rr CoRP OF ENG.A-?2 W/o FLA P GATE E-,q >� &M• M.&3 a� IV sic 06W4 O&r. (0., TRACT N0. 43022 �c SEE SWEET //Gig// E�•e OET,4 ICAs <Q 20 CONST INLET APRON PER 5TD• E.4 SI-F E.4&WILLIAM LYON T�amAa►wy 0840 AIICINIOALD SUITED DESC�P/PTiON UNr TOTAL 21 CONST. ✓cc reoN StNuczul N°a zecAc�Cco Sze(orc.:;. 2V/Oe EA %2 py EG�ST "ARCING, CUCAMONGA. CALIFORNIA 01730 APPROVED p, . DATE: loll /3 INSTAL L 12�• P. VC. STUB. L F 6- � 22 Coevsr INC�T'rrec aC"!-t_-T Cl�1C-71'PAvS SILO.CJ-7Z L 2/ � �. l Q�pF E SSIpN �''T� �p �,I C 9l CITY ENGINEE 2-i/s?RC.E 1rp.Z3_ 8st r Z3 CYNVS7'4ACM!"tE'l�S�i^P v-10 -:l5MAS MACXCAGC C`PR C!'-IG-reTAMS SM 0-= C-+A. l �y MORSE CONSULTING GROUP � � '� l�� ���� s» W ` x ,� � ° �V aa�Z87 25 INSTALL 5t R GP ^-cd CC�4dJ I14e-lC.5 LF v * 24SI'CX=� G'I7W�1N(Q'1 DRAWN f, d �� SHEET 250 AVaVUF eW40 �� 0 a < pr vllPLANNING •ENGINEERING•LANDSCAPE ARCNl7EC71)RE st On. ��Q E e0r' 'CllIK SE�;i� Ass of _ IMSZ'Au. GO"l f�N i0'GC �J lqN=?1� NltoX--lL� 4<= /79 qlf OF CA��F �OG�'�CK IJISC. IN CX=NE %. CHECKED i f / : bl 4860 IRVINE BOULEVARD, SUITE#201 � �� � � DRAWING Na IRVINE, CALIFORNIA 92714-1299 lNSz"ACC 4�5 1FC� lJ 'CC CJ l Ir C l�^lCE C!- 33 &Ao cle A 4x2 �• COY �. �•. t�: ./ fo_ IRVINE (714) 730-7117 PALM DESERT INSr,444 24"1i�1� iC�'GO V 1�t4 !�I`IL7l=lfeE Gct 449 CYlC ?� DATE to FILE NO 24 o- c000 NOTE-. INSTRUCTION OF 57DRM DRAIN �, APPURTENANCES SHALL. NOT BE ALLOWED j I WlT?-ilN THE DEER CREEK CHANNEL RIGHT_pF-WAY UNTIL V H ENZ• +. . {.... ....:_:_ ._..T._._..} ._ .. ;., .,... _.. :.. .� .. . .. .. ..<.__. .. -..: .+ 4:.... .:..: . ..... A AUD EN CP4NW_ M t.... 1 �. _. _ . ..., �. _.�.:_ .:�.._._ . :.�....: PERMIT IS OBTAINED FROM SAN BERNARDINO COUNTY FLOOD CONTROL j ! i __I... �.�'....�--...,.�l...,-....'�--....,-�.."..�....'�..�..I t. o ay a _ i } r, t _ F t ,. wo i. } i � R�.�"__].:_-.�...-....�..-.:* A _.-_l�­ll_.j­­­i-__- __­�­T­ I'. F�_ _­...­14.­......� ­­­l...._...­ ...­-.11 �'... ...."..1-Z , _­ -.--..------.-..... .... ..... f: z !. ,� ill I 1. + . _. , -. _ _ + . _. �l �j hh , i , o� I11 i . i6 -, . . i... etT ­� I ol ?. 7 ' . _ _.._. t �QI , -l s� may" jd. Cl . 5 5�6 dj Q f8 Z K1444� _U .-If + r 1 .... . . t . .._.._ ...., ., ._ .. r" nr 9.� I t N�It w 2 �t - o� �1i ?� !lf3J 3S o azo - yy �� dys 4X �.,..: F41 : ,_. � i., •t. _ _ y �� i . 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' io . 0 1 � Z n O_ .<&.0 a � 4 _,... 1" _. ticv\ / - 1-1-:_ LW.b.ZI . o. t` (�Itv1 ;� . � . :" ,,N � � § 0 I r -4 �, i .'] _. v " Z 'r! Z "' �. ». .. 1111_ �... .. Z O W �` i o � v to s it ­­­­ . ,' �^ u► N' _ _.... » ._ »_...._ --1111 �, - _1111._ ,,1 C .:. ,,. .._ .. / ,v O •e,#.........., . . N .___..:_ ......_ _ .._. .. _ a I8--- ----111.1 __., _ �, . µ . . . . . . . .». l --- For oullol owe Slondord _ .. ;. / Colch Bolin p4ons i cordes le lu,J i `•./ COnd1110wt ' �i1e+w N rtinteeeN •'• • e A•4-(� B ears so" + concrete pope or C.M.' Mein Line Q . o , o►: RrltAex a. iKTaaN rmtrres � s•••,. - - : ,. .:•'. .• - WAtm COIANNAI MALL K.fsttzhCEMENt 4 v " � i REtaRs O NDi TI 1.` / -y'�- • `O - fIMtLAR 10 LEG e•B � -+- �••L'f •- .- � • � Catch bests f10W I '. - - _.J - 1 miw 'Set Note, 1 >Ploin or reinforced r AI 8 Far- C ! ` HI CORPS OF VEERS SPECS. "SPECIAL 7 I _ - tont. PjP• or C.M.' -- -- - _ _ >• ` 4 f 1 Sts Nett 7 Stt Mott _ • T� - `BnEat plT LtIR r4 S _ ,L`r PROVISI FOR CONNECTING DRACIS 0 j 11 4"t(T",2 " --- - - - - - 'Q- .` roR wrAus >i TO ArtNEL WALL," SHALL t!E fI0TE0 f ' f ��� - -©420-C-2000 PLAN ! t It1NKRT,�! �/r• 4 OR ATTACHED TO PLANS -'� 1 I - - .Connector pipe L - - - - ./ S,Rc• + •Hating N I t �'rwin Conc. encasement FLI r LAP ALL REINFORCING ACCORDING TO �1 ti OPT. CO►dsT e w ` iwltl pips - •' See No;; 4 r•_ 1•Min. ` r1 {Jc (ACI 316-63) OR MIN Of 30 WJA- �eldl/�Q p•, Elev. S. A ••k r» �T ^ - `r I 420-C-2000 1 1 • cless'C mortar f ---� - TI ETERS. wm se Oft gr % -ta see note 3 I---/-� s� 0 1 10"MI1V `��� ���' (� STRUCTURE DETAILS TO BE aRA•Mi ce,..p,et sot to �� ••� eRtaK out LINE--- 7 / ` t'`• . ' I:natiNeL TMLL R Rcfxs sAts[ ea. s I TO SCALE OF I/2"r .1 Fr. tlltt1M71rA. roletive donsit� .' I ��--- c S►AcIhG :p 1 .: 'Sta a �✓ \ ` -, ALTEP"dL t BARS rewired fw I =�' CASE 2 'l o _ x tqT wEOV'rtD ONE x 1141 ANGLE OF ENTRY AND INVERT ELE- EXIST. EARTH FACE specifications >Pipe bedding- 6. • 'Note' All cemnreetor rel i • s'raw tai'TO WALL RE1NF. AT : VATION TO BE ESTABLISHED BY ..•• S;: pipes (within ens angles specified lair Case t1 go-III PLAW TOP SLAB TOP of QCT, Still. shell be encased wht laid within the mein line *IaCevetN _1___ CUT POSED REINFORCING Is 40 4 do 12" HYDRAULICS SECTION,- CORPS Of EN' \`�• ����� s"ro•t s3'To. tJwdistwfBef earth 1►*ntA, Or when told ow (111 which hes not been densifitd. SECTION + 9s' act, n"M�Ar tXISTlrre CMR GINEERS. ' MEAK OUT wAtl ,w,Hs, STEEL A CENTER Of OPEN' E� 2 t•tais .r . LING IMG AND B INTO TOP, / 3000 P.S.I. CONC. SMALL BE USED SECTION &-S NOTES: CASE I AND CASE 2 = - fi FOR STRUCTURES WITHIN THE C"Art- CASE 3 - SADDLE CONNECTION &OTTOM, AND W S OF vv � "'--+=�r1� _ CASE I IIUNCTION STRUCTU EC- -+=��-a _ 40 • mails NEL R/W. 1. Angle A shall be between 45•degrees end 90 degrees end NOTES: CASE 3 ALL BARS * 4 ® 12" UNLESS OTHER- Main Lina I Connections to pipes 21 inches or less in diornety wltho4A V ' TION C-C IS NOT REO D shall be 24 inches or less For smoker values of A and e -+. 'Srtlgrr fprn+�sa WiSE NOTED. larger values of R use appropriate standard structure, junction structures or precast Y branches %hall be mode ON CONSTRUCTIO PLANS. SECTION C-C with saddles Class•C• n+�tor_, 2 in no case st+oH the outside diameter of fht inter pipe a:- 2. Trim or cut :addle to fit snngtr over the outside of t*• �Z"A,�,y ��-' ? Gv �% cede ens-hot( the inside diameter of the main storm drain. main PIPe, and so Its axis will be on the line and grade • AS, IN ,LACE oR 2' 'n 1.O' T - - -_ -�---c•nrt-r; c«sa+m w.cL p 0• . , of the connecting pipe 04r ►ACK AROUND RCI EXIST • __ ,p i,[xT[y1 t,•• Ma 1 1 1 I 1 1 I 1 1 i-I I I'i r l (� t c'tA"rrn t olEnlao on = CLE I 1 1 I 1 I I I I I I I 1 0' ` 1 3 Center line o/ inlet shalt be on radius of main storm drain 3 The opening into the OiPt shoo be CMf o++d trimmed to ALL 141 E1114- MEAKOUT fY� I ( 1 1 1 1 III 1 I 1 �EFtiTINi iomT 1 fit the toddle s0 that no part will project within the bare SECTION �� except where Elevation 5 is :haws on project drawings. p I �/ NC of the coddle pipe. XT. fM. Ila1/[RT•, f/ L E1alST1Ne dotNT ___ _L� ler ___ H ^J•, ` I� y S 4. The opening into the main storm Broin shall be Me outside 4• The connecting pipe shalt be supported as shown In Cases --- --- �e• I and 2. "East Our -_-_ '' use fTARrcR wau 30etT '• 0.0. "• l�� I ��� diameter of the inlet pipe plus one inch minimum OF 3 inch LIQ _--_ yt ---- -- - -� __-- WHEN POSSIBLE ----- _OatAfill E' ��L� motimum. 1 c11AN/KL T ---- �-T ;-T't 1 lit•I-: l -- '' ;•� r �' "� ► `►�.1: r R r t;r r -=,--c- I ► _ ' Su dildoes of some number diliI DECEMBER, M53 •' • ' ,-; �•_ t.• • • • EItlfTlxe CwAttl/aAl iNKRT t. •.• ;i, L_ S All corrugated metol pipe end fillings shall be galvanized p deawft� • �. E :TINS RtPW. ,. . r. ,.€ - o.' -Pip* bedding �_; �L S!e •� q P p 9 gal LOS ANGELES COUNTY ••--ter' , IN CHANNEL INv. coM.actco nLL-� Y•• t _ FLOOD CONTROL DISTRICT .'1•• .'•►. 6. If Angle 9 is 45 degrees or leis, use Cost 1. If Angle 0 DIMENSION LIMITS acT, :TIL AP REINPOttC1N• >• so of BREAK OUT if greater than 43 degrees. use Case 2 SECTION C•C SECTION A-A JUNCTION STRUCTURE R[INF, OF, 'MAILER BARS(!TOP a BOTTOM c CASE I 7 Burn or chip eno of Connector pipe flush with Inner surface ELEVATION of molnilne pipe Round edge of concrete pope or reinforced N O• 4 JUNCTION ST TUR ENTRANCE SECTION E-E PERftIT MAP1UAL . concrete pope REVISIONS T ANN INVERT A.SN rA,sa Data oc1cAl.TdoN 0 e. Station NOTEt BEFORE USiNG STANDARD JUN ION specifoed on e►awnngs noe+tes at the intersection of inside _ -__ a•ataae N •at•••.•.•a.•• •• .r -•r•••EACH PROJECT MUST BE a 0-66 added wall of main starrn Broin and center Ione of Inlet pope THIS ANDARD CAN ONLY BE USED FOR PIPES 60-i NCHM OR S T R U C T U "C~ K. 0 Q 4-1-72 Rewnset Concrete Dea"Ieti o - VERIFIED WITH THE CORPS C - -- - S IN DIAMETER. PIPES WITH A DIAMETER GREATER THAN OF ENGINEERS. CASE .-0,0040 •� 60- INCHES REOUIRE A STRUCTURAL REvIEw OF THE OUTLET U A R •...«nun STRUCTU E. OFFICE OF THE CStR:r.T Er;GiI ac AL[ I DATE 7 DWG. NO. 2 - D 193 LOS A"GELES, CALIFO.Rrr1A C w N 4011 'MAD 1966( s,teET d or , ChOI Existing Headwall _+ + t� L + r 1. Angle to Alit Curb feat test ca++rr •cert • N - I I sotier T 1 3'-6�--�Tr--dies e1-T rt�-IOt 1 See C I'I T �'I dger 16. 41TI w I�S11p0on tt�haltwteatL E Finish .,w..C ON, arr,c� 4ch�w wt»• LX SO boord 13reted Fol) with conCTefe'+4012 • >v - kl _. *A nO11 on last C1srb He91t1 4,wkmn oft[•u•t1e w rso.d f X2®19"• .1 ` ---- .1 = 102.0 Stiff" Vert. Frm pit Julel_1204 • L.. ` �, 'i Total: Plv+eetion foo. STIRRUP 0 p L2 0• t Existing Pi • • lnw Min.slope:IV7. low m depression GENERAL NOTES 1 r :Anel ALTERNATIVE fu adfhreoeed3'on 1 - ----- Vere:C+Den 1an011is ore :. lop eod 2 1. 'H'h the Ilffarenee in t-levofion between the aA1ek vice 1 - FRONT ELEy TINGLE HEADWALL w ee 7�tor,ld B V. REINFORCED BOTTOM new IM•and the normal gutter grade line araepres rrtlnthl L yb m 359•IwYs 'o Edger Fes, of the care race -�_ - + TINA-A -0 !-Far �'well thickness see Table. SINGLE BLE /i�ufld art CCS• O 3.iaaigh1 of curb opening Will v"with thehPa of nar%ase r 0 N L Stet+ Cont L Stet' Conc aafLSs :} �j CURB SUPPORT DETAILS the,depth of Inn, Iacol der -an «d n n w Lbs res rl•M Lb las � -..._ ' SECTION 8-13 4.unsupported ported width not required won le•e M lees aha 1M ___ 7-T ban 10m• as - (Shown for Type A Curbs) heMuj+Oerteewrdlhorlen�th •7'orless wetlse,ceedirtg - � flbsfs+ l2 2-e S-0 35 060 a-O SO 0.94 a Provide one screw i 1'1 brass lox limits shall be rewfwced with•4 bars m IS%con TOP VIEW Bpotw•id to end posts both sides. IS 2.11 6-0 40 075 9-6 60 1.17 �_ 141 f]netllered Plate Cow S Flame flathead screw in each WaceO II•t clear to aside of ban untess sthe...se:hewn. C (See SectionC-C) .4 11118- Domer of ft Doter 3 Length of Nod s.skips-iterderequired where'+iislesoloo.30N+ew.whonowi 11 3.2 7.O 50 091 10-6 73 1.33 T ; Oplionel dainl a (Tof i c )r Eder Fw1M Curb Open Anehon 30 incus or mom. tees+rurg 12 into+otwre Fill with Conerete 24 3.8 e•6 75 1 20 12-6 100 1.72 r ttki floa,one 1Ngnl+t nip what mad tsps 6 iH[IMf Oda.lopol ..w �w Spo/weld each post 4 places. s w • !f inlet-The dislonce Oefwit steps shall not emceed 12 inHhas aro S X 17 board Bend 11ar1zontet 0�irMe / Shen be 1r,iform 1 out the 1 m of"wall.Place reps in . Pt�l'broeed 2 3.11 9.6 e5 1 39 14.0 115 2.00 LlSt'ttlK'tA15 16 - - ^'°ug". lap 6a of 46a CACP so 4.2 to-� es I sz 1s-o 126 tel I 4�1 • , 4 the lad I without an*a". PO-AN AN 33 4.5 11.0 100 173 16-0 130 2.42 SECTION N H Scoring f!'• � '• �l' �'� i When she"on sty project plans,peed e 6 jsrehefien bar L-, o >rI6 w Near Plow 4' " 5 horizontally across the entire length of the opening and 4.0 12.0 105 19 17-0 145 b5 A n Tppe Aa►E two per Ade. 21 -0 7 bwW batt 4 into the inlet well on each side. 39 4•n 12 6 130 209 10 0 170 2.00 T. Curb supper's shall be evenly speced end minimal in rw Y6w -- ----- ,-`-._-•-4"R•' v urb 42 5 2 13 6 140 234 19-0 IBS 3.13 �•_oJ �- SECTION C-C edrefh that man Spon or unsupported curb it 7 4' Outlet5-11 i Pots) can be placed in any well. N 45 5.5 1111.6 150 260 20.0 195 338 �l � Protection fear(See Nott 6) SECTION D-D H T 1.312 t 31Z a SW (emceO for Type 6 Cab e.Curb section than match adjacent curb. 9 Lu/' where L 4"t3"X515 is used) 10.Escape far inlets used as junction bases,begin rlaer do" 48 5.0 15.0 160 2 JS 71.0 200 3 64 u VQ Curb Support -1 dgtrFinish t pipehondsnelivAewof le Weedrtrowelfinsall h.ns t�� _ sl 6.2 16.0 180 303 22 6 22s 402 �� t7 1"to 20' 0 8 C1«wp Oebris Reef C•9a 54 6 2 1 -0 190 3 31 23 6 240 4 30 ,.... (See Curb Support DNaits la 1/hperferatN salvia"d S post 4 places p 5 /gaFrg� and Nae 7) ARO1e It.Wlrennin Sae Standard at Special pOtweld each STRAIGHT HEADWALLS 6 g° Standard 4fla C.M. Provisions. PLAN INLET TYPE OL Ile"Ve 1 V90- l2-see'Standard Crete Details"077•A a 077-11 far irela • • e C.H Curb Face - - - µl•®3'•6"Cetrars and Frame Details and weighs d M:spaeneses Iran and ; B Hand Coupler f�rt� C M 12---•-•i r'- fleet - 1 fl I Il tee Ste do Plan ole for Depre»ion Details. FRONT VIEW 14.Full penetration butt.kids may be substituted for the • FACE ANGLE ANCHOR DETAIL toilet welds on oil anchors. w M•22 Posts-Vow 8'un ' ■ ' `• Fi cerrki.steer alts•see Ohen.w,h,ay,.,p,,.e,.,` �• /• gths use 2 f Or L2 x2 t;' Ape'Arch geedwWle Seel.en A-A N+sr.4e',tan+ete. -fir I - �+ �• C IS tlondard spuds,Aemegen,round or paiveleM headed li .M onchors may be substituted for the right angle hoots on ROI PIaOe 4.�of lOrfla/l, (GolrOnt2ed Steel or Aturritnum) �" ? eachon shown on this Wan. .. L7 -"") 1 ('--•-w �illf f K Gutter li ter-in-Waco a Precon orNmeti.e h ov ioml wimesrdrxsw. t` t yom•koft every 3Q' tis tee Standard Specifications., � - •Amer•«,and slam I • 7w, l CONCRETE CUBIC YARDS send oral A s „ elhndete nww Ida Grout DEBRIS RACK CAGE N M 1^ H•3•-0'toe-O'(T-6') H•8'•I'to20•-0'(T-8 1 ~D- 12221122 �R'•SaeeltlteP.gty+r• T"w 14.3•-0' Adddronal H-8.1' Addrtmnal T l , ) II ( I I I I I - _ PCC par h.(CC1 P.C.C.per n.(Cy.) 3 / , . (See Notes 5andit) jj _ _ SbOf�rlOb Lrr►t �-•�M • p 1"e steel area 1.41 0.278 3.81 0.307 = 0 _ u 111 (See Note 5) 19 4. 0.3 .+, B .n 7'14 • Joy •I►7yt Il PLAN 1" .10 39 0 278 477 0387 N II I .14 06 TS 5A5 7 L er+erate fi1tM D E"f"y L 2 O:I , .l Caine,tlaar •21 442• 0278 6.76 0387 C40or Irwl aPIN f Y O' 0e10.4 TYPE OS B OL INLETS ON GRADE: STEP_DETAIL GOL-o iea 63113 .3 3 4:96 04344 Iters (3o"meal FRONT ELEV "L' HEADWALL -- /V.77.6 TAIL A SECTION »L Hf AOWAII SECTION A A "Based on H-31' 712 or Table based on e'floor slab.no deduction for ripe Edger epemngs,7'curb openings.end curb type giving hrgh0 Edgar Eager aalflr eeanhty at concrete No deductions or adjustments art fNHrh . M be made to these eeonf ares because of pipe openings LENGTH OF W L4'13'11 Sit F-rohL31't a31+I 15ti ferent fkia oiterner.ves different curb types a drfferon a ^ Lit S 4 4 -C el 4- J'-Co 9'-4' N1 Steel Conic Stet+ Conc StsN Cont 54N Conc 51eN Cont j 41/11t11f1 height of curb openhegs. w n•.n h..w Lbs LM las LPs wile LN Tea LM law Construct PCC 412•mwt• * 3R ' - Ix 2.0 2-6 So 79 so 98 Cutoff Won mf (�R"~' GMP RISER-.I I 2.11 3.0 55 91 65 111 14 3-6 63 104 75 125 STATE OF CALIFORNfA TYPE 1 •5 75 115 90 1 36 1 TYPE 8 CURBS TYPE A CURBS X - 1 X OEIMIO TMENT OF TRANSPORTATION • .e 4-9 es 129 4 100 1 51 110 1 74 1 - 1 iJ 3.2 4.9 90 144 Ito 167 115 :21 ti 1 l 1 CURB OPENING DETAILS DRAINAGE INLETS DT2 30 . 2 s o 9s 155 Ito Is 120 205 135 1129 Q �L�E�✓45E�,JUi(/GT�ON .S'T.�'Uc?7/�EC"�ss�tET/t �,,/`�� T��aO✓ c _ 0 ; r �- (CALTRANS �911) 33 4.5 5.6 105 171 120 197 135 223 150 248 PRO{//Jfr�SEr JU�t�C770rV�'7XUCTU,QESsiEET�2 36 4.8 6-0 110 188 125 2 15 140 2 41 153 2" I 0 295 d I 39 4.11 6-3 1s I 0 2 56 105 284 200 DESCRIPTION OF REVISION DATE CITY 42 5.2 6.9 155 242 175 276 190 305 210 334 APPROVED -_- I 45 5.5 7-3 Ito 297 200 !27 215 357 40 4e 5.6 7-6 190 3 13 216 344 2 30 375 -T[[ I 5.11 0 0 220 367 35 „ CITY OF RANCHO CUCAMONGA C 34 6 2 8 6 235 391 250 424 PLAN END VIEW `L- HEADWALLS Ter" and an inka section. &C Groove end on outlet and will bye poid for at the a paid for concrete pipe. s1I be as FULL CIRCLE PIPE CULVERT HEADWALLS STORM DRAIN IMPROVEMENT PLANS FOR N �4 TRACT 13059,13060,13022 C * MINIMUM DIMENSIONS / PLYWOOD A B Col D E lope BACKFILL W/1 G.Y. OF COWL , < 12" a" 2" 2'-0" 2'-0" GENERAL NOTES ; :. Ig" 9" 21 2'-3" S-0" M ~ • f` 2a" 9yz 3" �- ' d-o" o.P 1. Nodedvction made in quantities for thick a pipe-wells >'> 30 I'-0" 3A" 14- .10 10 6 S-0 " 1'- " 4" " " ' _ ! 2 All reinforcing steel "4 bora. All wertiCOl mrd horizontal tiesbats i - S QQR����� ►'q�F 18« maximum spacing. r APPROVED 8Y: DATE: Lifli t of patmw fbr pipe 42 1'-914 - _ /\F r1p �n CITY ENGINEER RC.E NO.Z-2682 9 1 48 2!-0"1S -o 7' 0 PRO FI L-E SECTIO lam! �, Q� ��.� 3 length of wall Vlrmay be troried to wit eondltions encoctntsd M ._ N y �, the field,and straight line interpolation may be used to calculate DESIGN - RE D No. 2056 quantities. OR31s��GT13T7NG GROUP mAn►s o 94 PLY WOOD COVER ^-R� _ ,�� SECTION X-X (CAL ) 4. Quantities ore for design purposes only. �k�: ,r - •l•���'u+�„•�1 DRAWN atm cunnrtnrAsnlsl rveee r (714)TX7111 f ►AllI0F3F7rT SHEET WITH CONC. SAC4C FILL. .. vJgjF cr_ti�Fur - ' W`` // OF �Z PRECAST CONCRETE FLARED END SECTION TYPE A OF (CAI D89 CHECKED "' DRAWING N0. ANTE Pd SE R•C.�. NO- DATE /D�/A0_DATE FILE NO + v S.aD'M/N. .PEi'L,9cE G'fi'/INiI/EL S'.OD"M/N• C 7-211AG !�/1L L � FEit/CE 32.7' �cTUAL Q I \� I �P`L7EEP mo ES/N N �1 4e,v/P"O.C. EW /E,-6` ,� iltc,6�s'oc � �� �!/NITS'aFiY.4LL .PEr10Y,gL) Q J� ✓OiNT�QOTN sioE / NCLE•'IiP JJ D►E'OPEC//N6 t=L" Ge ,4".s'i0E w./LL Ejy / EXTEND �'ERT/UGLy/SEE %z dECT/Lw 14-14 FO.P OOsvEG Q /�VSYOE ul'77MCraer 4,'ZW- W6 Q i h .fAWCUT f*E,P6l,�Ot?UNE, • /2"�•�E�4?.eMEO EXE ✓a/it/T � W � h k ` k .1 // fX/5Tl/1/6 Ch'.1Nit/EL ~ZZXN k a + v1 • • \ X S. N� V � � 4�/�G OC — NOTE : DOWELc'S' NOT 6h?7Wit/�s'EE � 1� � � G' /'q f�4(�/t"o.C. Ej(/,'MMS C✓1,4A1,/EL W,4-1Z cSECT/ON EX/3T/�1/6 c'.0?NNEL .PE57U,QE ESC/ST. .s'rFEL 1141c'H,4N�VrL Iy,4l.,L A�90►�E O�E�v/rc,�G � �v /NI/E.PT na IY,ILL s.4wcUT�.atEA�OUT L,n/E, /z" s=o•0303.33/cy,�ivt/EL s/a�E� � E.QEPi`!EO EXP ✓O/NT/"Z-4460 o c IZ AW We _ V&CT/0,o o V S'T�PUCT!/,PE `CC/4S416 Z �2 - EX/ST/�t/61 Cfi'•4NHEL FLOD,P AT KW.4LL V ELE✓SIT/ON 1//Elul/ 2„ - � y 4 -A19G , EX7rM0 ?-D",9EYONO O,0-,e11/M5 �t 4f.-Jiro,46-A'rEiI/O 2=40 00 Al(.5(ag`QC. / 1 ,ts�S�B'oc h GIST/N/�L ACE OQ S" \ O.P)"PAC.t' A.RVUNO ^ Gr � � I .I .SAt/E IME G 5�s"O.C. /NNfW IvALL cous7.tarnoic/ ,. .�"CLEA.f •BEi(/O EX/STjNG OawEL1 �4�Q��O.G. 1-11-0 ,BOTTOM SL.4,6 As 4le/2"OC 3"�'tF.4A' ,eE 774 5(V B"o.C• GM�JTO/.STU.QSEX/STINY� Rf VECTION A—A CHANNEL FLCD,Q sLAQ � �.PEA,�oUTL/NE `1 .1" T� FENCE i°Y.EST/TYPJ AV.0 tv1p- cvr,4ZrE,eN ,��to ,=G• SECT/G?/�/ C-C G9,P3?=o` • F.IGtMrO/'Li� Pjf►'�1Eq�l M/,4L1 ANGLE Y.�.r/ESL7IEI°L�ND/� - ON 7.'?ANS!"eZ-/N'vE.?T t"�E�/,� SCOPE Il�i/LL oFFSETANO JUi'Lc,Q ELEt��IT/ON �-AS4 0IF- NOTE.5'o' Q OELETE G.95E lZ ✓!/.r r nom s7xvc77/,PE 'c•• lis s'EEr��� �O�E/BL ''"S� C.y+,INNEL �i�01�/OE GSEI�.!l//{K'7YON sTX!/G'lIY,PE'c"G�Tq�L -lW /e ,001v/ I2� CITY 4 6YMM..9�DUT /. L.•1P�lLL .�E/NfD.CC/ibG �K�G'O.�D/Nc5 TO�AC/3/d-63 OAP AoflV GF.VO O/,gMETE.PS' DESCRIPTION OF REVISION DATE APPPROVER D • r Z. SAY'�M/�,pFsS�VE t-W'7; W5 7W-9000 le�E,�d CITY OF RANCHO CUCAMONGA Ew v r' ,: 0,e4141 Vr 5//OIt�iV c �� T� #�.5�/Z'E.IY. CE�1/TEPEO T.PAcT i3o5.3� /3060 /3022 y oDwEG ro rw 6,v �GtETA/L s.�/EET�✓UtiC'T/GW cs'>�!/C TL/.PE C' c.�tsE l) M.4TCf/E"' �i4R/N WgLL Q�• EX/ST/NG Ch��4i1/rt/EG !�/�1LL DETA/L�.PEF ,9exd-P eAe6C M. APPROVED BY: DATE: e`f 1l,e,Z '/DE Cf1i4NNELS', SHEET 8/ OF/P.3" �! /l It CITY ENGINES R NO.Z� � ` 9cst DESIGN - RECOMMENDED OMMENDED WALL S'CHEOULE N0Q�QFESSIQH czwc,PErE ,PE�it/.�D,Pc�iv6 �'rEEL. . SE 2668 C MOl�y L4 Ia.�..vsa�rT DRAWN ~ Q C SHEET KT/O,V y L T 7w Ts T R 41 JL2 dW,P 6, 6Y 64A- BA,e d sTR KPS' /2of /2 /-"C- i1t~ +Kv ZG" 3�0` 046 7' L- ' W4 N1, — ion,f o=5%s•, u�u p l�(f O1F C�ECHECKED 37A,vLf O.�SE g� * 0 �Sy� DRAWING NO- �1=i DATE G NO 1071-o.D