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HomeMy WebLinkAbout2187-D EXI S G_ GR-�E ... . 00-0-V_ P.1.=1083.60 ._. PRO UR D NOR m...MTaP._ OF CUR 67 } Q = 185 CFS, V = 14.92 FPS Q CS 00 00 •._- �_ GENERAL NOTES + F be done in accordance with these plans, the Cit of Rancho 1. All work shall . . p y Cucamonga Standards and the Standard Specifications for Public Works Coastru t�ion --� - 0.5 Contractor shall .......�a.a.w.��.�_�._.� ..._.� -.. �. _..-. IA RC current edition, including its annual supplements of amendments. Con O ,o "=4 � f be familiar with and shall be responsible for adherence to these Standards andm Q cn_ _.,. _... .... .... . _. _ .._..._ ...... HORIZ. SCALE: 1 =4Q . . O. � �� Specifications. " _w I—VERT. SCALE: 1 =8 ...... _: __ ._. .. _. .ti_ ..... - ._.._m_...._� 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these plans within the �? F�s A 0 iI right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, replaced, relocated or protected in place as required at no cost 18+00 to the City of Rancho Cucamonga. r 16+00 17+00 UJ . 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 e; D3 or indirect) from his operations, whether or not such facilities are shown on these .... i« _.... .. plans. Y P _ a ____. _.-„_.. _®_._ �. _. _ ___�' �.� __..._ SCE TRANS POLE o .d z FUTURE SCE RANCHO ViSTA P O R F ' - o Q SUBSTATION DRIVEWAY . A permit shall be obtained from the City of Rancho Cucamonga Public Works, ° _--.__ _a ._.w. _ v. � .. . .. ._._' .�o. ._.-.�.,. ' '� EXIST. '1` Engineering Department prior to any encroachment or construction within an Cwt of ... .� __ �......� PROPERTY LINE � �: > � � F • i I 9 9 Y 1. 60 II �z UJ Rancho Cucamonga easement or right-of ht of wa . till, 09 M94M am 5. All rade stakes shall be set b the Contractor or Engineer. Paving stakes shall be ° �' ` - _ -- -- - set at all hinge points, edge of pavement points within 0.01 foot of sub grade �. i' ` ' - - -- elevation and at not more than 50 foot intervals. Additional paving stakes may be 1 _ 11 ______________ w _ _ _ RE— O . O _® W required by City Engineer as needed at warped or vertical curve areas. - ` utility laterals mains or crossings .��. __M�.�.�� ... ,�:. ��' _ ___._ _ _ o ..__. ..�. .�.._.._. ._ .. .RI 7E UJ ce n.N__ �� .n_.�, D2 i ,� �,�, I II FOUND 1" 6. All sewer, water, electric, gas, phone or other utility , g 4 R P E o, _ mM ae _ �s+� _ -j7+at _ _ ��8+� '�-n� _ _ _ _ IRON PIPE shall be constructed prior to paving. ----._� _.A_ �CH _ _I$_ _ z W N ion trench backfill compacting original �"" � ._ ^ � � -= � � � � � � II STA. 40+49.16 7. Compaction tests of embankment construct P 9 ..m __. _._ _.._._ Q _ ._. ... __ _t ._ .. ._ _ -- shall be performed at no cost to the Cit of Rancho - �- X1ST. 30» REC. WATER PIPE N X�- I I II INT. OF ETi WANDA AVE. ground and all sub-gradesp Y ©' ' ' , report with these compaction tests shall b submitted to the - _. �_ ® -XIST� 16 WATER PiPE - -® s AND 6TH STREET Cucamonga. p ° ___w. -. - ..._ ..__ -� g A written p M.._ o _ - ® _ City Engineer for approval prior to the placement of base materials and/or surfacing. __ w.._ o �. .. , , n ==-��=_ ---- E - - - - ® E �« —�= _ _ �. . • FH E I I _ 8. At the completion of paving, a materials report shall a submitted to the Cit �-- a P P P Y � ` istin all tests or determinations completed to verify stability oil content ' .. _. _.... .� . ._�,? (( I I I I Engineer. L g P Y Y and gradation of asphalt paving. ;pQ LF �5 p-- .._._._.� ..M_�...�n .µ ..� ..___.. .._ . ...._... ____..Co ST 2 42 R .. ...� _.. _ •� _�.. .�_ � U z I II Ii y I( 9. Prior to installation of any paving, a�materials report shall be• submitted to the City o * ..F 4, 117 Engineer. Listing all tests or determinations completed to verify: -Value, sieve • analysis and sand equivalent of aggregate base. y q .: w ' W: anal 10. Paving shall be performed in accordance with R-Value and Pavement tests taken to "TIEKAL ® ® II II determine structural sections. CONTRACTOR TO VERIFY ELEV.S PRIOR TO CONSTRUCTION 11. When improvements are to be placed on native soil which consists of a rocky Apift Arm "M,h,UZ E material, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. 12. if the asphalt concrete is to be placed on sub-grade, a soils sterilant registered by the E.P.A. for use under A.C. and P.G.C. shall be uniformly applied at the STORMDRAIN CONSTRUCTIONOT manufacturer's recommended rate for the full pavement width prior to paving. 1 . Estimate of quantities is provided by the Engineer only for the convenience of the 02 INSTALL 2 - 2" RCP, D LOAD PER LATERAL "A-1" developer, the contractor shall make his own determination of construction quantities D3 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGAS . D before submitting a bid. Any item of work required by these plans which is not s ecificall listed in the estimate of quantities shall be considered as included in the N0. 300, PLAN F " AND "V". other items of work. q CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAM GA STD. DWG. NO. 307, CASE 5. 1 . Street signs per City of Rancho Cucamonga Standard Number 401 shall be constructed at each intersection. 1 . City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 1 . Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 17. The contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two working days prior to construction or regarding any problems. PROJECT SITE Southern California Edison Co. (909) 357-6585 Southern California Gas Co. (909) 335-7583 Verizon Communication (800) 469-6340 Cucamonga Valley Water District (909) 987-2591 A[JHiUL RD FIELD BOOK REF. Charter Communication (909) 343-5171 ILso AVE 24TH Sr San Gabriel Valley Municipal Water (626) 969-7911 4 W REV. BY DATE REVISION DCiPTIO APPR. D Sprint (909) 873-8022 i IL4 a sUMMrr A MO ❑ AV W a HIGHLAN 3O ❑ ST a 30 m taW III 11d_ vlcTOR P a ENGINEER COUNTY c� BASEIJAE J RD In CITY OF RMINXHO CUCAMONGA HUR F TRNE^OrION mm"I'd 15 ` ILL BL C_� R DRA1 66 N UUN VLAN a '07 ARR® oR. O%TH "Ill" Off"EIET >0 fas 0 Z111K ® dft H APr% EWS TMW=IWI0 STORM URAIN M KOVEM 0 W ST AT STA. 17+00.00 W DRC 2006-00866 4TH sr a = APPROVED BY: DATE: C BENCHMARK: FIELD BOOK REF. ENGINEER C : 24953 VICINITY DESIGN FLAN PREPARED BY: REC MME ED CITY OF RANCHO CUCA OGA REV. BY DATE REVISION DCRIPTION APPR. NOT TO sGALE T. B.M. O. 10010 M G SOUTHERN CALIFORNIA EDiSON 05 FD 2" BRASS DISK IN SOUTHWESTERLY LEG DRAWN 2131 WALNUT GROVE AVENUE SHEETV OF SOUTHERN CALIFORNIA EDISON TOWER TAE ROSEMEAD, CALIFORNIA 91770 of 1 NO. 15 STAMPED "S.B. CO. SURVEYOR ,,, PH: 626-302-6422 B.M. 1.22 , 0.3 MILES NORTH OF 4TH ST, « CHECKED DRAWING NO. 100 FT. EAST OF C/L OF ETIWANDA AVENUE. TODD A NGLE R.C.E. fi113® DATE TAE ®ATE � FILE No ELEVATION = 1065.641 F ENGINEER COUNTY 1 1 1 @ @ v B & i W" k ,..1............... ...../ 1. .... 1_a ,..,.1. ........1.......u...... @ .1 .. 1 .1. $ EXI 1,, ...' ft .0 q 1 1 1 1, 1 1 „1, 1. &­111 1 1 • ,_ E ..... .: 1 .....1 ... _777 1 PI�QP� ,. 1 .. ,. ,. ,.1 (FUTU & 6, 1 ,1, 1 GENERAL NOTES . , ..1 .. 1 1 .11 1 1 .. 1, I 1 R G. ., 1 @ 1 1 , @ 1 .. .. .,:R .,. 6 "'+ 1 ,1 1 q. 1 II work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction I � I �� � � �� P �� 1 �- - current edition, including its annual supplements of amendments. Contractor shall 1 1 'A",:, be familiar with and shall be responsible for adherence to these Standards and 1 1 ► N p Specifications. 1 1 1 1 1 1 1 1 1 11 1 1 1 f 1 1 N 1 1 1 1 1 1 1 1 1 .4 . ..1, 1 1 2. All pipelines or substructures of any kind, telephone or power poles, water meters, p 1. 1 1 1 _ ` .fPlte: UE,Fi' 1 1 1 1 1 1 valves, fire hydrants, etc. shown or not shown on these plans within the 1 1 11 �� I . right-of-way limits or in adjacent areas where improvement work is to be done 1 1 . ..1 _�. 1 « HORIZP SCALE: 1 "=40' shall be removed, replaced, relocated or protected in place as required at no cost �� �� _o, m � VERT. SCALEo 1 =8' to the City of Rancho Cucamonga. Q 3. Any contractor performing work on this project shall familiarize himself with the site II and shall be solely responsible for any damage to existing facilities resulting directly r indirectly from his operations, whether or not such facilities are shown on these _10+00 -11+00 10,06400 lens. OVERFLOW STRUCTURE SF N �.t P per it shall a obtained from the City of Rancho Cucamonga Public Works, SEE SO!T II II EngineeringDepartment prior to any encroachment or construction within any City of Rancho Cucamonga easement or right-of way. SCE ANS PQ P w FUTURE SCE RANCHO VISTA All grad stakes shall set by the Contractor or Engineer. Paving stakes shall be r__ _ U STATION DRIVEWAY II II I s a all hinge points, a of pavement points within 0.01 foot of sub grade EXIST. ¢ N I a elevation and at not more than 50 foot intervals. Additional paving stakes may be PROPERTY UNE 1-_ wt U -- required by City Engineer a needed at warped or vertical curve areas. :M:z WU /-- — — — — -- 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings _ _____________ _____ ______ _ ____ ____________ _____ �_____ ________ hall be constructed prior to paving. ______________ ____ _ ____-- __ ___ ------ - - - -------------- ----- ---_-- ,_ -,-� _1,�_____ �L______-- II 7. Compaction tests of embankment construction, trench backfill, compacting original '� D5 DUJ I I ground and all sub-grades shall be performed at no cost to the City of Rancho D2 FOUND 1" Cucamonga. A written report withthese compaction tests shall be submitted to the _ w _ _t7+ ----4 _ _ _ _ _ _ I Ieow IRON PIPE City Engineer for approval prior to the placement of base materials and/or surfacing. -- -- - @- - - - - - 0+49.16 T; P t the completion of paving, a materials report shall b submitted to the City 8, ( I I INT. OF ETI ANDAAVE. Engineer. Listingall tests or determinations completed to verify stability oil content Wog I I AND 67H STREET and gradation of asphalt paving.'RW= - __ ZZZ - - - - - Prior9. to installation of any paving, a materials report shall b submitted to the Cit - - - �- - - -r � I City Engineer. Listingall tests or determinations completed to verify: R-Value, sieve c o I I II analysis and sand equivalent of aggregate base. cr, x D ' tAmffII X11 I KJ 0 10. Paving shall be performed in accordance with -Value and Pavement tests taken to Q ' II II SEE SH#ET X f I determine structural sections. v a CD C4 CN 11. When improvements are to a placed on native soil which consists of a rocky = UJ Z trial, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. N 0 ff F L Aft NP 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. Ilk Clm� Mir 13. Estimate of quantities is provided by the Engineer only for the convenience of the developer, the contractor shall make his own determination of construction quantities afore 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 STORMDRAIN CONSTRUCTION NOTES. other items of work. 14. Streetsigns per City of Rancho Cucamonga Standard Number 401 shall be 02 CONSTRUCT 3-CELLS BOX CULT (6'x1 P17') PER SHEET 2. constructed at each intersection. D3 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCA OGA STD. DWG. 0. 300. SEE SHEET 4 FOR DETAILS. 15. City approval of plans does not relieve the developer from responsibility for the CONSTRUCT LOCAL DEPRESSION CI OF RANCHO CUCA 0 G . correction of error and omission discovered during construction. Upon request theQDWG. 4P 307, CASE 5P required plan revisions shall promptly submitted to the City Engineer for approval. MODIFY EXISTING CATCH BASIN PER SHEET 3. 16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, REPAIR DAMAGED SECTION OF EXISTING CATCH BASIN. throughout construction. Site shall be cleaned upon request of the inspector. 17. The contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two working days prior to construction or regarding any problems. SouthernTEk California Edison Co. (909) 357-6 C I Southern California Gas Co. (909) 335-7583 Verizon Communication (800) 469-6340 Cucamonga Valley Water District (909) 987-2591 Charter Co unication (909) 343-5171 L][HI�IaIWRD FIELD BOOK REF. AVE 24 an Ga riel Valley unicipal ater (626} 9 9-7 11 a ST Sprint (909) 873-8022 a 4 u Mir A REV. BY DATE REVISION DECRIPTION APPR. DATE o av e HIGH 30 9TH ST Al3® Z W 0° z � VICTOR P ,� E NE D 4 SSENGINEER GIN U NTY C%I TI IV 0 F R A N C%H C U C A M@ 0%&N`U1r%A F THlll BI_ �h 0 11 66 Exp: 2/31/ W s W ® Z -4 OIVIt- `�' 6 T H SO OF*Kw%E E""I" O > < BNSF RR CAL U1211111M 111181, 0 W STOW DRAIN IM"MOVEMENTS W a . 00vDRC 2006-00866 4TH STI Ix APPROVED c 1 BENCHMARK: FIELD BOOK REF. CITY ENGINEER RCE: 42156 CII I O CH CUCA O GA Y DATE ISIO DEC I TI N APP . NOT TO LE DESIGN P PREPARED . RECOMMENDED TP B.M. NO. 10010 P P 68 F DISK I SOUTHWESTERLY LEG A SOUTHERN CALIFORNIA EDI OF SOUTHERN CALIFORNIA EDISON TOWER DRAWN 2131 WALNUT GROVE AVENUE SHEU CGRAB CALIFORNIA 177 NO. 11.22" 3D MILES CO. OTHSURVEYOR OS T, P63D02- 422 1 OF 100 FT. EAST OF /L OF ETIWANDA AVENUE. w CHECKED DRAVANG NO. LATI = 10 5P 1 E ENGINEER COUNTY TODD AR �NGLER.C.E. 61130 A TA DATE Fl No 12 9-0 CONSTRUCT 20'-8m WIDE BOX CULVERT 64.0 LF AB103"hREVIATION LIST ! B.O.D. BOTMM OF DUCT 0' B.O.P. BOTTOM OF PIPE EXISTING PAVEMENT EL ELEVATION INV. EL INVERT ELEVATION 23.7' REF. REFERENCE T.O.C. TOP OF CURB .1 T.O.P. TOP OF PIPE 13.9' W • NEW OVERFLOW STRUCTURE SEE L 1 T I W �... . w«� . �.......� EYISTING CURB „ r....„ .. .. 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E«..,_._.�_._..„ .•:�.___w.,.„„� ...... .„...»�..»„„.w.«».w_M:.„: .w, ,._....«,««w„..1„....w..,..>..T«....,..m,_,..,f....M.a ,.,_.,....�..,.„....,— ...M.«.,w.7 1081.81 { . .1 , CULVERTTO ACCOMODATE NEW BOX iovr_ NV. EL 107420 CONCRETE ENCASE GAS B.O.O. CULVERTC EL 17 . EL . � ` 0 �a1 7 .3 INV. B.O.D.. . .lonex ...,n.w 000 w Jon I- as a INV. EL W RCP 1 ......w 1 - 3-CELL BOX CULVERT_ . V�«.w”= 9.28 . 1072.81 72. ...1. .„...«..... ... a . m«. „,. .. a .. .,._„ ,«.«. .»...., ._ _ µ„ .. . B.O.P. 'EL,- ' _ . 1/20 K. — ooe • 1072-------, . 7 1/ I T PRE—MOLDED CULVERTEXPMSION--l%W,­RLLER­BEfWEEN---TOP-- _,.CUIJVERT__,AND. CONCRETE,... (REF.) OF BOX . .. w . v,. w.. . . a _ __r. ��.._. w « „ _. 11 _W.�_.m_ .„ .«.. . « w _w . .w Mw _— flff& 16.0” SCALED”R A N'A G E L A T E R A L A 1 PRIOTILE AT ZSTA . 17+000”' 14-0 20 ” NOTESL $—on 818 1. FOR ADDITIONAL CONSTRUCTION NOTES, SEE CALTRANS STD. PLAN D-81 . . LOCATION Tl ” GAS LINE, 300 DIA. RECLAIMED , 1 ” WATER, 7 0 11 ELECTRICAL DUCTCVERIFIED PER POTHOLE DOCUMENTP BATED 01-16-2008. #6 0 11 #5 0 iv!w%.NERS 11 • TYR \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ FIELD BOOK REF. ice► - - - - - - - - - REV. BY DATE REVISION DECIPTION APPR. DATE ” ” ” . 1'_ ” 12 q* C4 " ww _t FlLLET T I . Typ. INTERIOR WALL • ink . . ESS/ ENGINEER COUNTY 1 X CITY OF RANCHO CUCAMONGA 11101146 o. 1130 J4 0 18#4 0 60 1T1* * E 1 /31/08 *. STORM DRAIN CONNECTION DETAILS civill 6TH STREET CAl-`F Ehi E C 11 u”N rA STORM DRAIN IMPROVEM130 N.T.S. DRC 2006-00866 AT STA. 17+00.00 APPROVED : tI DATE: BENCHMARK: FIELD BOOK REF. CITY ENGINEER1 CITY OF RANCHO CUCAMONGA REV. BY DATE REVISION DECRIPTION APPR. DESIGN `PLANPREPARE®BY- REco Dm T. B.M. NO. 10010 [/_*m •a.F 4.!1 x 9 FD 2” S DISK IN SOUTHWESTERLY LEG SOUTHERN CALIFORNIA EDISON 0294. OF SOUTHERN CALIFORNIA EDISON TOWER DPAVVN 2131 WALNUT GROVE AVENUE SHEEr 0. 15 STAMPED " .B. CO. SURVEYOR CGELN13 ROSEEAD, CALIFORNIA 91770 2 OF 5 B.M. 1.22", 0.3 MILES NORTH OF 4TH ST, cHECKm PH: 626-302-8422 NG 100 FT. ST OF C/L OF ETIANDA AVENUE. • . ELEVATION = 1065.641 FEET ENGINEER COUNTY TODD ARLEN 04GLR.C.E. 61130 DATE TAETEE FILE NO 2197-A9 DEMOUSH EXISTING CATCH BASIN FRONT WALL REPLACEEXIST. SHOWNAS MATCH EXISTING NEW CONCRETE BOX CULVERT SEE SHEET 2 —4 f I I I f IFOR PROFILE AND TYP. CROSS SECTION -- I SAWCUT AND REMOVE EXISTING REPAIR DAMAGED PORTION LOCAL ON - CATCHOF EXISTING BASIN I CATCH I � ` ' I —SEE NOTES , I I I I I 1 & 2 RANCHOPER I I I SEE w' _t 1I -- II --- ---i___ II II ____------I f------•-----II -- f 7, ! 1 � I , .H >W SECTIONS WALL REBARS . U® . SEE NOTE 3 Coco ------------- ta AA C FAAC cm 0 —�----MAL F . . �II, OftICUL I IIIII NEW BOX 8w SEE SHEET 2 I' I REAR WALL F INFORMATIONTYP. I w x _ I BARSr 1111-1-1-1- _111 I "I'll 111-1 11111-1-I--,'__111-111-1111-1-I'll_1 -.11-111-11\_ 1­_--'ll-111 1111-1­­­-1-111-1111-1-1111 11-111, ­­ - -1-1 -11 -11--I--,--11, -1-1111-_11111-11-1 1-1-11-11-11-1-1-111-11-"111-1-11- - 11-11--I'll.11.1-1-11--1-1111-1-",-"I"",', -------_l__­j Typ.I r DOWEl INTO BOX CULVERTI I simia one 20 L L - - I w ^ - •` I EXISTING CATCH BASIN WALL REINFORCEMENT 11-- co EXISTING 6090 TYR TL LL 1' 2 ' 1• . 1 J4 0 1 , NEW BOX CULVERT NOTE:SEE SHEET 2 SEE NOTES 1 & 2 FOR REBARS INFORMATION 23 9-8 EXIST. REBARS SE SEC11ON A FOR NEW WALL & FLOOR EMBED INTO NEW INFORMATION NOT SHOWN CONCRETE FLOOR PLAN AT EXTS"Im"NAG CA91RCH E03KA031N SECTION SHOWNG WALL REINFORCEMENT SEC11ON SHOWNG COWMN REINFORCEMENT tOw&i E C 0 n1l 0 N rA-"%\ I I u EXIST. NEW WALL I . WALL WALL TOP OF FRONT WALL . FLOW UNE 1. I I I . T AGE EXISTING REBARS. EMBED EXISTING REEIARS INTO NEW CONCRETE 18" MINIMUM UNLESS OTHERWISE NOTED. 1 " MAX. 2. ALL SURFACESICONCRETE THAT WILL BE IN CONTACT WE NEW CONCRETE . SHAII BE THOROUGHLY , AND COATED WITH BONDING AGENT IKA ARMATEC 110 EPOCEM OR APPROVED EQUAL) PRIOR M PLACEMENT OF NEW 1 " NCRETE MAX. COWMN TYP. EXISTING WALL & FLOOR REBARS 3. BEND FRONT WALL REBARS AS REQUIRED INSIDE L . EXTEND INTO NEW CONCRETE 24* MINIMUM, . SEE NOTES 1 WI Ad FIELD OOK REF. _ __ REV. BY DATE REVISION DECRIPTIONAPPR. DATE Ad— #4 0 1 " EkWAY ESS/ ENGINEER COUNTY CO LU F oo ARLFOR CLARITY. E�v ��F CITY OF RANCHO CUCAMONGA o. 1130 TI LL I E .p: /31/08 STORM DRAIN CONNECTION DETAILS vi 6TH STREET SEUnON C CAt-`F STORM DRAIN IMPROVEMENTS AT STA. 17+00.00 DRC 2 - APPROVED . BENCHMARK: FIELD BOOK REF. I42156 CITY OF RANCHO CUCAMONGA REV. BY DATE REVISION DECRIPTION APPR. DESIGN PLAN PREPARED BY: RECOMMENDED T. B.M. NO. 10010 GR FD 2 DISK I SOUTHWESTERLY LEG SOUTHERN CALIFORNIA DISOA244t OF SOUTHERN CALIFORNIA EDISON TOWER DRa 2131 WALNUT GRO A NUESHEET NO. 15 SAMPED "S.B. CO. SURVEYOR GGRlN PH: 626-302-8422 ROSEEAD, CALIFORNIA 91770 B.M. 1.22"s 0.3 MILES NORTH OF 4TH T, �� -08 100 FT. EAST OF C/L OF ETIWANDA AVENUE. CHECKED WAVANG NO. ELEVATION = 1065.641 FEET ENGINEER COUNTY TODD ARLEN ONG R.C.E. 61130 DATE TAE DATE RIE No 20'-Ir 8w 9 COLUMN COLUMN /B FACE PLATE ASSEMBLYIt EA. WAY PER STD. PLAN 305 FOR OTHER INFORMATION T SHOWN, REFER M RANCHO CUCAMONGA FLOW LI PLAN STD. SEE C MATCHI TI 3-CELL BOX CULVERT 1 CE • f I I I • SEE `' • •• w •: SECTIONS F 1 WALL REBARS I. I I 1 I I fTYPICAL CATCH BASIN f I I I I I 1I I f � • — Q - Q 4INLJ . . .4 Go EXCEPT AS NOTED -to 185 4N "\/N/Rx �� " \mo1 116 SIDE WALL F Ohl I I . 80 STD. PLAN 307, CASE 5 , Typ. SEE SHEET 2 \ Lo II TYP_ FOR REBARS INFORMATION SIDE WALLGo4 #5 VERT. BARS r o=namp TIES 0 ° I I 1 I I I x '— 1 " RA 0 1 I I I I IYINTO L 1t EA. WAY I F I I 1 L T 1 I I FACE ® I I I 4 - SEE SHEET 2 1 1 I I I I . • . - w� - . o FOR PROFILE & SECTION ° �. _ v .� �. . SIDE WALLS AND TOP SLAB REBARS Q 1 NOT SHOWN FOR I OI� I I I I I . I I I I I CULVERT K '_ FOR REBARS INFOR SEE SHEET 2 ORMATION SEE SECTION A F INFORMATION T SHOWN 127 EA. WAY SEC11ON SHOWNG FRONT WALLIREINFORCEMENT PLAN A T NEW CKUH ffE3h AEAN'" rl �s \SINIEET 2 ECO'ftl 10%N rA� ra 10%aw" loI Stu i iuN K*"B It EA. WAY 0 1 " TOP OF FRONT WALL . MAX. • /—FLOW LINE 1. FOR INFORMATION T SHOWN REGARDING , REFER TO RANCHO CUCAMONGA STANDARDS NO. 300 AND W4. FRONT2. BEND WALL REBARS AS REQUIREDINSIDE COLUMNA T " T T T -#4 0 18m MAX. 4r UMN 4 Lo A 4. s FIELD BOOK REF. r REV. BY DATE ISION DCRIPTION APPR. T t NOTE:-0111 FLOOR '- E SINFORMATION, AR WALL, AND END WALL REINFORCEMENTS CUCAMONGA STD. PLAN NO. 300 & 304 FOR CLARITY, ESS ENGINEER COUNTY SECTION SHOWNG TYP. WALL REINFORCEMENT CITY OF RANCHO CUCAMONIGA 1130 ' 4t : 1 /31/08 STORM DRAIN CONNECTION DETAILS E(A a mi 0 1 ON K'oc_� s Q- OF- >q CIV1,- 6TH STREET CA ,F STORM DRAIN IMPROVEM00 AT STA. 17+00.00 DRIC 2006-00866 APPROVED BENCHMARK: FIELD BOOK REF. •�-'-' ' "'° CRYGI 1 CITY OF RANCHO CUCAMONGA REV. BY DATE REVISION DECRIPTION APPR. DESIGN P PREPARED BY: RECOMMENDED T. B.M. N0. 10010 FD " BRASS DISK IN SOUTHWESTERLY LEG SOUTHERN CALIFORNIA EDISON OF SOUTHERN CALIFORNIA EDISON TOWER DRAYM 2131 WALNUT GROVE AVENUE SHMT GR/IVB CALIFORNIA 91770 N0. 15 STAMPED " .B. CO. SURVEYOR ROSEEAD, B.M. 1.22", 0.3 MILES NORTH OF 4TH ST, PH: 626--302•-8422 100 FT. EAST OF C/L OF EfIANDA AVENUE. • • CHECKED DIUVANG NO. ELEVATION = 1065.641 FEET ENGINEER COUNTY TODD ARLEN NG R.C.E. 61130 DATE TAE TE FILE NO -15 BARS WMi TlMAX* T . COLUMNL NG T 2m FROM 1w 1 1 " Ek WAY F . CD a 5jr RCP ON REBARS EL 1083.0 co 547 r 4SLOPE •®— Typ I I s w a—..® • I I T T A _ SEE SECTION A FOR IF N 1 ly y a w MH 0 Z REAR WALL _ , � co 12D F Typ. SIDE WALL 0I 1 " _ —— ® �'`' o r — T REAR WALL w AND SIDE WALLS 4 #6 VEITT. ElARS 2 '77T• #4 X 1lk I I I W/ #3 TIES 0 II I I I I 1 1 I 18" Y a ® 80 O.C. I 1 ' I I 129 I I I I FACE I I Ek FI I I — I I I I I I — SEE SHEET 2 I I I I I I4wom.moo ACE F I I f I I I 20 1 I I I I —®,—. I I I I I I 01 lN0.TEQ I I I I I I ®® I I I I I I SIDE WALLS AND REAR WALL INV. ELEV. . RMARS T SHOWN FOR CLARITY. 1 • 5 0 1 " Ek WAY 1 " Ek WAY PLAN AT NEW UVERFLuw STRUC'JURE 1 -1�\�HEET 2 SEE SECTION A FOR INFORMATION NOT SHOW 0E'i E C T I u"N rX� SE(o';'LTl0N rB 4—#5 BARS WITH YZES NG AT 2" FROM 2 TOP OF FRONT WALL FACE F COLUMN, TYP. Typ. EL 1084.5 . OVERFLOW LINE FACE, TYP. EIL 1083.0 4— 4— 4— 0 1 " . CNI wNOTE COLUMN cc W ,%ni I ILALI 1. FOR INFORMATION ON MANHOL& AND LADDER RUNGS, SEE RANCHO CUCAMONGA STD. PLAN NO. 3000W cn cn FIELD BOOK REF. CD .— REV. BY DATE REVISION DEC RIPTIQN APPR. DATE 4050 12" O.C. Y NOITEIS: ESS L� S ENGINEER COUNTY 1. COLUMN, T F T CllY OF RANCHO CUCAMONGA SECTION SHOWING TYP, FRONT WAL FOR ADDITIONAL INFORMATION. o. 1- 130 1/Ex2' STORM DRAIN CONNECTION DETAILS Sq'i E to;" T N csj, c 1 V tL `Q' 6TH STREET CALL STORM DRAIN IMPROYMBO AT STA. . 00 DRC 2006-00866 APPROVED BY: A • BENCHMARK: FIELD BOOK REF. CITY IEE • 42156 DESIGN 0�'PLAN PREPARE® Y: RECOMMENDED CITY OF RANCHO CUCAMONGA REV. BY DATE REVISION DECRIPTIQN APPR. V V I� T. B.M. NO. 10010 • SOUTHERN CALIFORNIA EDISON FD 2" BRASS DISK IN SOUTHWESTERLY LEG DRAWN 2131 WALNUT GROVE AVENUE SHEET OF SOUTHERN CALIFORNIA EDISO TOWER /" G(/'1+yRR // B CALIFORNIANO. 15 STAMPED "Sago CO. SURVEYOR ! 7r/B!/ N RQSEMEAD, C ®F B.M. 1.22", 0. MILES NORTH OF 4TH T, . PH. 626-3a2®8422 CHECKED ® NG 100 FT. EAST OF C/L OF ETIANDA AVENUE, ELEVATION = 1065.641 FE ENGINEER COUNTY TODD ARLEN NG R.G.E. 61130 DATE TAE DATE FILE Na