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1175-D
&TRA C- 1, T NON 13- 279 IN THE CITY OF - RANCHO CUCAMONGA ",, 1 GENERAL NOTES CONSTRUCTION NOTES AND ESTIMATED QUANTiTiES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, © /O--CONST. 18" RCP (D LOAD PER PROFILE) THE CITY OF RANCHO CUCAMONGA CALTRANS, SAN BERNARDINO CO. STDS. AND SPECS. AND STD. SPECS. FOR 2O—CONST. 21" RCP (D LOAD PER PROFILE) 70 Ll- PUBLIC WORKS CONSTRUCTION CURRENT EDITION. HIGHLAND AVENUE CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE ® �CONST. 24" RCP (D LOAD PER PROFILE) RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND ly SPECIFICATIONS. 4a--CONST. 27" RCP CD LOAD PER PROFILE) 2, ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE -r OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, VIRLgON AVENUE CONST. 30" RCP (D LOAD PER PROFILE) 693 Cr~ • ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE J 6�CONST. 36" RCP (D LOAD PER PROFILE) (mss IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, Q W W W RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO Q O7 —CONST. 39" RCP (D LOAD PER PROFILE) 401 dr- COST TO THE CITY OF RANCHO CUCAMONGA. 3 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO ®—CONST. 48" RCP (D LOAD PER PROFILE) ZpQ cr CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY RGHLAND AVENUEENCROACHMENT OR RANCHO CUCAMONGA EAONSTRUCTION WITHIN SEMENT OR RIGHT-OF-WAY. CITY OF 4 1OTH:]CREEKDEER W •, PROJECT `'J CONST. 54" RCP (D LOAD PER PROFILE) (Z�(`,�y (,R Pod Y to N 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY r W CHANNEL J w /O CONST. 60" RCP (D LOAD PER PROFILE) �� (� LATERALS, MAINS, OR CROSSING SHALL BE CONSTRUCTED > 0 PRIOR TO PAVING. c // CONST. 66" RCP (D LOAD PER PROFILE) co? tI- 5. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER SO. PACIFIC RAILROAD FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND ® /2 CONST. 72" RCP (D LOAD PER PROFILE) OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, < BASELINE ROAD THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED P /3 CONST. CATCH BASIN NO. 1 PER CITY STD. 502 ca C-A. TO THE CITY ENGINEER FOR APPROVAL. 6. WORK SITE AND EXTERIOR STREETS SHALL BE IN NEAT, CLEAN (2�_CONST. CATCH BASIN NO. 3 PER CITY STD. 504 C.Z,�i• HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. VICINITY MAP SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 60�4 /S CONST. JUNCTION STRUCTURE "A" PER CITY STD. 508 2 meq, 7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY © /6 CONST. MANHOLE "A" PER CITY STD. 510 Ze CA RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES < RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, ° /7 CONST. MANHOLE "B" PER CITY STD. 511 2 Gid• WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE , PLANS. CONST. INLET APRON PER CITY STD. 515 _ �A• 8• ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. &_CONST.•JUNCTION STRUCTURE NO. 4 PER tDCFrAet SMC-C-rAII `sj C-A- !Q 9• ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY J+ CAA. THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR r CMP PIPE RISER PER DETAIL SHEET N0.2 SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK ,9 e 2/ CONST. 43tt1C1t Ah(CkrrAt !'el.K3 6 �q REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED y IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS 22 _ CYRA� OR INCLUDED IN THE OTHER ITEMS OF WORK. 10. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM @�__REMOVE 72" PLUG & JOIN I STA AND ESTIMATE OF QUANTITIES. E 11. A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING W' LPN 8— CONST. NO. U32 CRISTY CATCH BASIN WITH GRATE OR EQUAL. ��t RWM&_ 6&,7 Nb 2— I CA, PRIVATE AND PUBLIC UNDERGROUND UTILITIES AND IT SHALL _ INSTALL PRECAST CONC. FLARED END SECTION TYPE "A" PER CALTRANS BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE @�_ THE UTILITIES OF EVERY NATURE WHETHER SHOWN HEREON D-94 & DETAIL SHEET #2 I6A OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR OR 26 CONST. RIP-RAP ENERGY DISSIPATOR PER CITY STD. 517 do SF REPLACEMENT OF SAID UTILITES DAMAGED BY OPERATION. F 1 12. ALL STATIONING AND DATA REFERS TO THE CENTERLINE OF A o- -war e. Grz-z eII- C- viceloSC-'MC-i'uC' r&c-GeIII CLQ pw . PIPE OR CHANNEL. , 4 0WI7 1 edicO C'I SNAC.G &C'cC CITY=IGC,C-c�7 VVGIKY,4r 0&&4410 1Co u= Q CONST. GUNITE DITCH INLET TRANSITION PER DETAIL SHEET NO. 2CD Zl CONST. CONNECTOR PIPE INCREASER PER DETAIL SHEET. NO. 2 I CA. CONTACT SAN BERNARDINO COUNTY DEPARTMENT OF TRANSPORTATION AND FLOOD CONTROL 48 HOURS PRIOR TO COMMENCEMENT OF CON- CONST. CONNECTOR PIPE DECREASER PER DETAIL SHEET NO. 2 I Coq• STRUCTION. CONTACT MR. JIM DUNN (FIELD ENGINEERING DIVISION) LCIO r (714) 387-2642, 825 EAST THIRD STREET, SAN BERNARDINO, CALIFORNIACONST. PROTECTIVE PIPES FOR MHS PER DETAIL 51-IFFY NO. 2 �.:rq 92415. S.P.R.R. LINE H s 4 3 00 g%I a3*Are-ry II) 1I -Ill-z Sr4 GF INDEX MAP r .,© }-- covet os � %wtevoz UTILITY CONTACT SCALE 1"-40Y © @—coAmsr cte"Ace'(-eo coevo eI riIIIo) 4W 41 ® �---ccuvsr. ✓urvcrrn�v�szt'rlecrr,�t zr<AC eteqscen-cX=nmA-,ceyo ce"CA&rckvr� CONTACT THE FOLLOWING. AS REQUIRED. 48 HOURS PRIOR TO EXCAVATION: SM• k5w. r sA' 280 SOUTH LORAL CUST COMPANY: (800) 422-4132 NOTE; ® v GX,c�g VC l{�h'Al0?tkS !,!��A�•�A0 P.O. BOX 2920 lVt7Z'C 3S, Ac-v P.O. BOX CALIFORNIA 91766 DRAWINGS APFROVEO FDR AWN.5rRUL?7DN DFA DRY LAW © PRIVATE ENGINEEFTS NOTICE TO CONTRACTOR UP W THE .SAN BERiY�9AP11V,D COUNTY ,—XODI? 49N GAOL ASYR/CT �cAN�` SOUTHERN CALIFORNIA GAS CO: (714) 529-2070 !{COD ?a"am 49G IN c-Muer- eoN 7 's-65 2191 EAST BIRCH STREET (714) 529-2889 R/GflT_ DF_ W.,qY• PERMITS1,0N Tb GONIMECT TD riff //�R�Y� 0 4A CO. 4v4✓•Ls- �-IT-88 BREA, CALIFORNIA 92621 THE EXTSTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR D/9Y GRESW 41MMAEL .511,1 RE 0.6T�/NEL7 fRZ" 721 ' STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF �C-bSCI�'I•KkV CaC• 1K�V1lSK�lV lJA2L� CUCAMONGA WATER DISTRICT: (714) 987-2591 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO ^/ BE�C!/1/A�l� VD L'�/^/n/ ���/� 40 VTRGkG D/..S7R1Cr__ 9641 SAN BERNARDINO ROAD EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA, CALIFORNIA 91730 IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE (�lE9�/�itE3 Covy�tETioN of OA)' CREE�t C.yA�/NEG, �X/•9SE II.J111 UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. STORM DRAIN IMPROVEMENT PLAN FOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT SOUTH SYSTEM ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. rLYON DEPARTMENT OF INDUSTRIAL RELATIONS' °CONSTRUCTION SAFETY ORDERS". �// THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE TRACT NO. 13279 A&WILLIAM LYON'?. CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE ""A*A"a119Atn ovtvt a •OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. APPROVED BY: DATE: zs "N"C"O C1ICAYONGA•CAII/ON"IA•1146 DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS'. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE CITY ENGINEER RC.E NO. RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF BENCH MARK B.M. 163B DESIGN RECOMME DED CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND MORSE C�OHSULTM GROUP �OFESSIpy�� S � PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND ELEV. 1297.297 ---- - ' �r c. F MORSE CONSUL?7NG GROUP - �� �0�.����� �� �� M�9�c NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR 24 EAST OF � ETIWANDA i�NCALFORNU,s2720-1999 y T SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER AVENUE AND 40' NORTH DRAW 20596 ; SHEET 1VNIIVG F.1VC•INEF.RING LANDSCAPEARCHI7EC7VRE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION OF (t BASELINE SET BRASS 461WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ' r OF 4860 IRVINE BOULEVARD SUITE *201 NEGLIGENCE OF THE OWNER OR ENGINEER. BENCH DISC. 'X2 TOP OF � NE END OF A 4'X2' 4CONC. CHECKED 9lfOFCAUF DRAWING N0. • - IRVINE, CALIFORNIA 92720-1999 BOX CULVERT. (714)730-7117 DATE FILE NO cwot4n oohw fwd PPW M for 1/4"St"Lids %faith Bolt Down ProvislorM / Y • 3' '� 4 d'"`'"*&%Wend ni. d Fra for ..r, CSN*t,Ci 'GG 1-1/2-x 1-1/2"Angle Iron .� atch�Basin,plod .writs b self CYtOtt wCf1 643� ,. • With Anchor Botts ^010, a 101 t0►c!d /� `�� conditions Pb"~for 1AI'Somal LN `I INkn Bolt Down Pi ovieloru r concrete pipe or C.M.P. Moir lhM4. 1 x _-- __. — I X }%1. waw r ��•_ ..• P' �Catch.testis Flom 1 -- ' Z t _ _ 1 J r 1 Amin. See Note 4 O + NEEP HOWTI MES ►�►, T f >Plain a reinforced r 1From I ' See Note 7 Sec Note 7-�` cont. pipe or C.M.P. - • • O I i t ' T •. - • t _-a`�_-_ V •♦ f � t Mt/4Mgledl Ends nde }.►ii 1 � `4 � for State Type Grates :�►, 1 1k * With Anchor Botts 1iR J_4 Ito-c-200o PLAN 3-1R"x 1/4"Side Berl yy 4 sedetng of inlet pipe----- � �-min. � Cont. encasement -Cdnnecter pipe • t OW&420-C-2000 Elev S. A See Note 4 moi._ PLAN END VIEW 6'o•'•-... 4■Min. r-- ee•ged s.tt fe see nose 3 a• 1---�-• Tangt>M OW on islet seeflon. OC 011111I 111I bs as desir*d by rtgtttfaeftmer r �; concrete w .: �' .• t t .CNst•C■stator -J • ! : 1 _ Groove erd an outlet radion. dnd will be paid for of IM prig ped for cor+crefe pips. ': rotative density .' - T +' •-a• Grooved b McMve Torsptw of required by >Pi it St D �l`M* 01 Grade Rina Curb Inleba,eta. v CASE 2 __ �-_ g specifications-, De btddin C ! MINIMUM DIMENSIONS ' �� t• e•:: :•'e. ;q:• Note: All connector pipes (within the angles specified for Coat 2) eu1 r•' Undisturbed earth shall be encased when laid within the main line excavated _1___ - A 8 C* D E e s x� trenchor when laid on fill which has not been densified. ■ 1•� SECTION 9-8 SECTION 12 4" �' 2'-0" z-0 , " IV g" 2 " 2'-3. 3'-0■ :� • t-tpr it NOTES: CASE I AND CASE 2 .Knoell Oulr Aralfsele k,e3raae IRewp ane Ca1en tlash+a. CASE t CASE 3-SADDLE CONNECTION F'- 4■ g 3■ �_ • d_0■ _ our KNOCK Main Linc I. Angle A shall be between 45'degrees and 90 degrees end NOTES* CASE 3 • _ — •Openings,Locations and Sizes to Job Specificettor». OUT D shall be 24 inches or less For smaller values of A and 1. Connections to pipes 21 inches or less in diameter without I-0- 4- 4-6 S-0 •With a Without bedBoIKn. �� , r F.xpuaee Rebar b Afttyw►Jslta larger values of Q use appropriate standard structure. function structures m precast Y branches shall be made %�". ~ I, - 4" ,- " - " ` • �KrtoCk-�Provide ttld Omsklmum Slee Pouring of Special Curb 12 (Ljnlit of br O Permitting Pi Shapes at Grade Level,etc. I - with toddles. r"7""'^ � - 42 i- 4 _ q pe o1 Any Size to be Neetry and Ouidety Grouted CMss'C' motet ■ " — in at Job Site. 1lCh. 11i./, 2. In no cote shall the outside diameter of the inlet pipe on- 2. Trim or cul saddle to fit smugly over the outside of the a 4S 2-0 5 -0 7=0 1f'h N • Standard Tongue and Gfoove Grade Rings aro Available in tt OO• . `� teed one-half the inside diameter of the main storm drain. main pipe, and so its axis will be on the line and grode t 34'1 ' " _ _ ■ e"Increments up to 4'High +- !>t'f+ 3ZK t of the connecting pipe. •AN Reinforcing Steel Meets ASTM Specification s as Required. O/ 3. Center line of inlet shaft be on radius of main storm drain 3. The opening into the pipe shell be cut and trimmed to /, ' I JO.D.I' I `� except where Elevation S is shown on project drawings. fit the saddle so that no port will project within the bare &MON X-X INS 31111,t•--•.i. � �j•l B of the saddle pipe. t�t I� I� :.: Min. :o; I __ j 4. The opening into the main storm drain shall be the outside 4. The connecting pipe shaft be supported as shown in Cases " O.D.'.'.* ` I �`\I I �___r_r diameter of the inlet pipe plus one inch minimum or 3 inch 1 and 2. s -Bockfill J maximum i Pipe bedding �r__I- �c Sta.Q• 5. All corrugated metol pipe and fittings shelf be pivenited. 77% OPEN FLOW AREA r 6. If Angie B is 45 degrees or less, use Case I. If Angle B PRECAST CONCRETE FLARED END SECTION TYPE AA Spain Ordering Ce ch 'Wt. C No. Code Basin ►w Sal is greater than 45 degrees, use Case 2- U21 Ute-71WHD 2'x 2' 165 SECTION C-C SECTION A-A N1-s U23 u21-71w-iD 2'x2' 1st CASE I T Burn or chip end of connector pipe flush with irtnlr serfoee of mainline pipe. Round edge of concrete pipe or reinforced L132 1132-71wi-ID 2'x 3' 1195 concrete pipe. ' U36 )J3fr71 WHD 'x/' 270 L143 U43-71M-ID T x 3' 295 A B. Station specified on drawings appfles of the intersection of inside 1162 U52-72WHD 3'x 1' 300 2 pe. wall of main storm drain and center line of inlet pipe. •Caeb hon 6 Welded Steel Grain for"U-Series Catch Begins to Moab Job Specifications. • Individual City,County,District or State Requirement Information on Request. /. • See Catch Basin Page for Frame Detail. ELDED STEEL GRA JUNCTION STRUCTURE NO.4 ' WITH CROSS BARS N.7%3. --�- U43 CATCHBASIN DETAIL 3 U32 CATCH BASIN DETAIL N.T.S. R 4 RESAR `!1 �-K�S�S heS CC- 5 GeW L X2'x aelk; I G NAkVW 6ldRtVW age t M Z�K t�-'�CtSZ'I r '�CYANL&C_J �4fi't_p YIELDED }�— -� SGV S) f 1 m( Oefir who CRACW TYP. MlN Ml , O0�NIi �Y�1 h�LSS grlNQ�r94CZS �.Y` Olt GIrA7L� G" 6''Q'= W d fft*- • = � � r I/27z 2 STEEL STRAP WITH ar,® _ t�52s if i fisc ye BOLT ODiN .—D ENCASEME GRATE ASSEMBLY DETAIL Z DETAIL b ;� �• Co� ev. is. !t I CA" r•.'_ 0,I ASS N .• N 1'�SlLS S�r SECTION OF PROTECTNE POST � o SM. GAII3.9 1tCl� O I+ C�KV�w�,=C CIMS e4-! w I/20 X 12 (MAX.)SLOT /0I S. 2�1`C1Klb 1rIS�t't OR 1/2" TO 1-1/2" DIA. "G`Atl� — ——— — ��� •g TOP VIEW p!U GAa -) HOLES,1112"ON CTR.AND STAGGERED MtYr S"MIN. to f2wM AX. AUNITEt,16�6�W1.4/i.4 WWML-11 s &1 f0 Crmw L /100, MODIFIED CMP 1 I ST0. C.S.P � �N. _ i TEE �— ` _— — — ---�1 Q-4 , —�- f bb RISER DETAIL 6.wN:•1a: I G :: .. ' CONNECTOR PiPE INCREASER �' - �' �� N.T.S. SET TEE SECTION IN INET L_ .+ `-' , ' '►'.'.124 MIN. CONCRETE F04TING 8 TROWEL j:.• l ID INSIDE TO DRAIN • !.''. U � . ANCHOR BLOCK MIN. 5SACK /C.Y. DETAIL ?M 703 okv•. CONCRETE OR METHOD APPROVED oil BY BUILDING OFFICIAL N.T.8. 85-00.1S' AC1I[%. CROASO V 1r.0.W. DRAIN PiPE 15 RISER © Acacev moo.CMIb l's•�i'1'�cx 1Al`.CQtist' NQa-* AX).11,913 cS s-17-88 • �fi� PROTE POST DETAIL DESCRIPTION OF REVISION GATE CITY COA -� �� PPROVEO DRAIN PIPE & RISER ac"Im" '�°�° FOR MHS iN UNDEVELOPED CiTY OF RANCHO CUCAMONGA covvnc�c�xt art u� -2- ( �1TERIM CONDITION ) AREAS KT•S• STORM DRAIN IMPROVEMENT PLAN FOR -- -- SOUTH SYSTEM soles DETAILS aaaa TRACT NO. 13 279 CONNECTOR PiPE DECREASER APPROVED BY: _ DATE: da jrg- CITY ENGINEER RC.E. NO. ZZ3627 DETAIL BENCH MARK B.M. 1638 Q ADDED U4'S CrlfrY MOX NOTES TO U32DESIGN f j � ELEV. 1297.297 C 1 x 1 3-30xb CCWSEXTM GROUP �fESSlgy� RE�C�O�M�N ED RAMR•..O=IN ICA w.rAR AN0IT—W—M N.T.B. 24' EAST OF (L ETIWANDA ® �Cr'MO0er- 6<0 0eVCAGGXeWG:Nt'&-)OeAee- -?-4-dC) Iii .oto oMK bOULeVARD•SUrM 1201 ���1 C. Ma � , AVENUE AND 40' NORTH 1 61 '"y'"E'au3C4117A 7101 `! - q- DRAWN p1�)7�oau1 � h ^'� SHEET "°.zM' A !! OF BASELINE, SET BRASS erczv gyp-CMI'-rlve<.er C-�G ��"Alen �� � fwa." * OF BENCH DISC. 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