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HomeMy WebLinkAbout1444 SPECIFICATIONS NO. 1179 SHEET NO. C -34A Mr�R NE. GENERAL NOTES: ESTIMATE OF QUANTITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,THE CITY OF UNIT QUANTITY UNIT PRICE COST RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- 1988 WITH 1989 AND 1990 SUPPLEMENTS EDITION. P.C.C. CURB - 8"CF.W/24" GUTTER L.F. 3,714 15.00 55.710 -'" I� CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR A.C. BERM - 8" L.F. 212 6.00 1,272 W OA 'f J L ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 4" P.C.C. SIDEWALK S.F. 15,495 2.50 $ 38,738 DRIVE APPROACH S.F. 0/0 2.75 $ 5,252 VMMMA I r 2 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND.TELEPHONE OR POWER POLES, F P.C.C. CROSS GUTTER (INCL CURB) S.F. 980 450 $ 4,4/0 0� WATER METERS,VALVES,FIRE HYDRANTS,ETC.SHOWN OR NOT SHOWN ON WHEELCHAIR RAMP EA. 1 400.00 $ 400 FOOTHILL _ BOULEVARD_ ________ THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR ADJACENT AREAS REMOVAL OF P.C.C. CURB LF. 1,960 350 $ 6,860 -' - - - WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED,RELOCATED REMOVAL OF AC. BERM L.F. 298 2.00 $ 596 OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO REMOVAL OF P.C.C. SIDEWALK S.F. 120 1.50 $ 180 u I CUCAMONGA. PREPARATION OF SUBGRADE/FINE GRADING S.F. 149)50 055 $ 52,202 Q AGGREGATE BASE TON 5,720 15.00 � 85,800 J. ANY CONTRACTOR PERFORMING ANY WORK ON THIS PROJECT SHALL FAMILIARIZE A.C. TON 3,743 30DO $ 112,290 , IHIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY , SITE � ' � � i � � � SAWCUT L.F. 4,430 2.00 $ 8,860 DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM LOCATION HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE REMOVAL OF AC.PAVEMENT S.F. 79)80 050 $ 39,590 i t � , � f PLANS. STREET LIGHTS EA /7 IAOODO $ 17,000 - , 11f r 48" TRENCH & STREET LIGHT CONDUIT LF. 3.580 750 $ 26,850 ARROW ' ROUTE A" `-Ri AR DI�1O 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA !8' RCP L.F. 147 65DO $ 9,555 - - ------ - - - `O% r I't;' i 1 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 24" R.C.P. LF. 353 75.00 $ 26,475 ` `�`' `� ' WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. C/TY � Q I 0 30" R.C.P. LF. 107 120.00 � 12,840 CI Y O O � � � � � 36" R.C.P. LF. 27 150.00 $ 4,050 RA rr� t' I 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 39" R.C.P. LF. 140 90DO $ !2,600 A f '"H,0 � � � PAVING STAKES SHALL BE SET AT ALL HINGE POINTS,EDGE OF PAVEMENT � s sr W I w � �� CATCH BASIN W=14' EA 6 S,005,000.00O $ 30,000 POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 3 10,000.00 $ 30,000 50 FOOT INTERVALS.ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY CATCH BASIN W=2l' EA ATA �•„� ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. JUNCTION STRUCTURE W/0 MH EA, 2 5,000.00 $ 10,000 JUNCTION STRUCTURE W/MH EA 4 7,500DO $ 30,000 6. ALL SEWER,WATER,ELECTRIC,GAS,PHONE OR OTHER UTILITY LATERALS, ADJUST SEWER MANHOLE TO GRADE EA 4 400.00 $ 1,600 MAINS OR CROSSINGS SHALL BE CONSTUCTED PRIOR TO PAVING. ADJUST WATER VALVES TO GRADE EA 3 150DO $ 450 TRAFFIC IMPROVEMENTS L.S. L.S. 74,000 $ 74,000 VICINITY MAP 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION,TRENCH BACKFILL.. UNDERGROUND EXISTING TELECOMMUNICATION L.S. L.S. 65)00.00 $ 65)00 COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED TREE REMOVAL EA 1 /5000 $ 150 NOT TO SCALE AT NO COST TO THE CITY OF RANCHO CUCAMONGA A WRITTEN REPORT PUMP STATION L.S. 1 20,000 $ 20,000 WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SUBTOTAL- $ 782,830 SURFACING. NOTE: l57. CONTINGENCIES: $ 117,424.50 8. AT THE COMPLETION OF PAVING,A MATERIALS REPORT SHALL BE SUBMITTED THESE QUANTITIES ARE FOR THE SOLE USE OF THE CITY OF RANCHO TOTAL• $900,25450 TO THE CITY ENGINEER,LISTING ALL TESTS OR DETERMINATIONS COMPLETED CUCAMONGA FOR DETERMINING PERMIT FEES ONLY.THE CONTRACTOR TO VERIFY STABILITY,OIL CONTENT AND GRADATION OF ASPHALT PAVING. SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN QUANTITIIES. 9. PRIOR TO INSTALLLAT/ON OF ANY PAVING,A MATERIALS REPORT SHALL BE - + SUBMITTED TO THE CITY ENGINEER,LISTING ALL TESTS OR DETERMINATIONS FOOTHILL BOULEVARD I COMPLETED TO VERIFY: R-VALUE,SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. I l0. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT J L TESTS TAKEN TO DETERMINE STRUCTUAL SECTIONS (PRIOR TO FINAL PLAN CONTACT ALL UTILITY COMPANIES AS REQUIRED TWO WORKING DAYS PRIOR TO EXCAVATION i F APPROVAL).I SOUTHERN CALIFORNIA GAS COMPANY METROPOLITAN WATER DISTRICT Il. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF 2191 E.BIRCH STREET P.O.BOX 54153 I BREA,CA 92621 LOS ANGELES,CA 90054 - - - A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL PH.714/529-2889 7/4/529-7070 PH.7/4/593-7474 'LcROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS j SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN SOUTHERN CALIFORNIA EDI SON CO. GENERAL TELEPHONE CO.OF CALIF. E- THE NATIVE MATERIAL PH.800/422-4132 7951 REDWOOD AVENUE Q - o - 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE,A SOIL STER/LANT FONTANA CA 92336 I N REGISTERED BY THE E.P.A.FOR USE UNDER A.C.AND P.C.C.SHALL BE PH.714/357-6223 (FRAN STEWART) Lo UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. CUCAMONGA COUNTY WATER DISTRICT PACIFIC TELEPHONE COMPANY I W9641 SAN BERNARDINO ROAD PH.7141999-5639 � W 13. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RANCHO CUCAMONGA,CA 91730 RESPONSIBILITY FOR THE CORRECTION OF ERROR OR OMISSION DISCOVERED PH.7141987-2591 `i DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL 'I BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL l �---- - ,-, r -r- ; 14. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT,CLEAN,HAZARD /V ii I R��I ��I A FREE,ORDERLY STATE,THROUGHOUT CONSTRUCTION. SITE SHALL BE BENCHMARK Q�pF ;�- T 1 -�- rte- I r"1-J " u CLEANED UPON REQUEST OF THE INSPECTOR. FONTANA,4.9 MILES WEST OF,FROM THE INTERSECTION OF ARROW HIGHWAY AND ���G ;Accu"e ET 1W ANDA AVE OJ MILES EAST OF CENTERLINE OF ETIWANDA AVE.AND 400 FEET Q 15. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR lMt ' zss ` Lo THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE NORTH OF ARROW HIGHWAY. AT THE NORTHEAST CONCRETE FOOTING OF HIGH - XD ,r- = Q = HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING VOLTAGE TOWER N0.23/2. A /8/NCH BRASS DISK SET.3.4 FEET ABOVE v O I A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT qf� civl\- 'I W SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE SURFACE STAMPED:'MWD BY E-111986.' ELEVATION:1155.968 Of Cp��F CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. o v W ~ 16PARKWAY TREES/LANDSCAPING WILL BE INSTALLED UNDER SEPARATE Q o PERMIT. o Q •� 17SIDEWALK LAYOUT /S CONCEPTUAL ONLY. APPROVAL OF THE FINAL /n THIS SHEET ADDED r7I91 o ? SIDEWALK LAYOUT SHALL MEET FIELD CONDITIONS AS APPROVED BY v I THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO NO. DESCRIPTION OF REVISION DATE o Lu o SHEET C-49 SHEET C-50 -i APPROVED ` o FINAL CONSTRUCTION. J CITY OF RANCHO CUCAMONGA ARROW HIGHWAY 4 NOTE: PLAN AND PROFILE IT SHALL BE THE RESPONS181UTY OF METROPOLITAN WATER DISTRICT TO PROVIDE PLANS AND SPECIFICATIONS FOR THE REQUIRED ETIWANDA AVENUE TEMPORARY PUMPING STATION,AND ALL REQUIRED RELATED FACILITIES,TO DRAIN THE STORM GRAIN SYSTEM PROPOSED AT THE FROM ARROW ROUTE TO 2,302 FT.NORTHERLY INTERSECTION OF ARROW ROUTE AND ETIWANDA AVENUE AS INDICATED ON THESE DRAWINGS. AND uj E- H T INDEX MAP THE ABOVE REQUIRED PLANS AND SPECIFICATIONS SHALL RECEIVE CITY OF RANCHO CUCAMONGA'S CITY ENGINEER'S APPROVAL,AND THE ARROW HIGHWAY SEE Z) IMPROVEMENTS INDICATED THEREON SHALL BE CONSTRUCTED BY METROPOLITAN WATER DISTRICT PRIOR TO ACCEPTANCE OF THE FROM ETIWANDA AVENUE TO 1,992 FT.WESTERLY NOT TO SCALE IMPROVEMENTS INDICATED ON THESE DRAWINGS BY THE CITY OF RANCHO CUCAMONGA APPROVED BY: APPROVAL of PusuC ACIUT s ONLY DATE 6 CITY ENGINEER R•C.E• •z495j THE CITY OF RANCHO CUCAMONGA WILL ASSUME THE MAINTENANCE RESPONSIBILITIES OF THE ABOVE TEMPORARY PUMPING STATION AND _ ALL RELATED FACILITIES UPON CONSTRUCTION OF SAME BY THE METROPOLITAN WATER DISTRICT AND ACCEPTANCE THEREOF BY THE W H CUCAMONGA DESIGNED• BY: PLANS PREP �b BY: RECOMMENDED ; i CITY OF RANCHO CLIC THE MEOPOUTAN WATER � J DISTRICT OF SOUTHERN CAUFORNIA ULEV APPROVED DRAWN BY: nu survsEr eoucEvaRo LOS ANGELES.CAUFORNrA z V� J.F./ TJ_ ►+ .. . l _ 9"2 4 W CHECKED BY RR.C.E.NQ •27W3 DRAWING O. : Lu A.JP. DATE v�. . WORK ORDER ±� O-3 4 609A DRAWING PREPARED ON INTERGRAPH - DO NOT MAKE MANUAL CHANGES I DWG. NO. I'q'IY SHEET / OF �3 SPECIFICATIONS NO. 1179 SHEET NO. C- 1 CIVIL A BBRE V/A TIONS A BBRE V/A TIONSGENERAL NOTES_ A.C. ASPHAL T CONCRETE 1. ALL COORDINA TES ARE BASED ON CALIFORNIA PLANE COORDINA TE SYSTEM. ACC. ACCESS SH T. SHEET 2. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED. A VE. A VENUE STA. STA TION J. ALL SLOPES ARE UNIFORM BETWEEN IN VER TS, DITCH FL O WLINES, SPOT ELEVA T70NS B.C. BEGIN CURVE T TANGENT LENGTH OR TELEPHONE LINE OR CONTOURS, UNLESS A GRADE BREAK IS INDICATED. B. C.R. BEGIN CURB RETURN TB TRAFFIC BOX 4. BENCHMARK B.O.P. BOTTOM OF PIPE TC TOP OF CURB FONTANA, 4.9 MILES WEST OF, FROM THE IN7ERSEC770N OF ARROW HIGHWAY AND BVC BEGIN VERTICAL CURVE T.P. TELEPHONE POLE TW TOP OF WALL E17WANDA AVE., 0. 1 MILE EAST OF CENTERLINE OF ETIWANDA AVE. AND 400 FEET C.B. CATCH BASIN TYP. TYPICAL NORTH OF ARROW HIGHWAY AT THE NORTHEAST CONCRETE FOOTING OF HIGH C.F. CORRECTION FACTOR VOLTAGE TOWER NO. 23/2. A 1 3/8 INCH BRASS DISK SET, 3.4 FEET ABOVE C.L. OR CENTERLINE U. O.N. UNLESS OTHERWISE NO TED SURFACE STAMPED: "MWD BM E-11 1986. " ELEVATION: 1155.968 CL CLASS VAR. VARIES CMP CORRUGATED METAL PIPE V C. VERTICAL CURVE CONC. CONCRETE V.C.P. VITRIFIED CLAY PIPE CONS7RUC77ON NOTFS FOR CITY STREET CONSTRUC770N VER T. VER TICAL CONST. CONSTRUCTION V.P.I. VERTICAL POINT OF INTERSECT70N DIA. DIAMETER W WA TER OR WEST O CONSTRUCT CURB AND GUTTER (8" C.F. W/24"GUTTER) PER CITY OF RANCHO CUCAMONGA D.G. DECOMPOSED GRANITE STANDARD NO. 303: SEE SHEET NO. C-71. 0 D wc. DRAWING LEGEND ' DEFLECTION ANGLE 2O CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF RANCHO CUCAMONGA STANDARD NO. 306 (MODIFIED) W=35;R =8; SEE SHEET NO. C-71. EXIS LING NEW E EAST _ - 3� CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD NO. 304 EA EACH ❑^ ^ WROUGHT IRON FENCE (4' WIDE CURVILINEAR); SEE SHEET NO. C-71 E.C. END CURVE E.C.R. END CURB RETURN X X X— —X X— CHAIN LINK FENCE O CONSTRUCT WHEELCHAIR RAMP PER CITY OF RANCH CUCAMONGA STANDARD NO. 310 EL. ELEVA 77ON --1700--- 1175 FIN/SHED CONTOUR SEE SHEET NO. C-69 EP EDGE OF PAVEMENT GB GRADE BREAK EVC END VERTICAL CURVE 1175 1175 ELEVA770N O CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT OVER 9" CRUSHED AGGREGATE BASE EXIST. EXISTING ( ) N 219,635 CALIFORNIA COORDINA 7E SYSTEM ZONE 5 O Qj REMOVE EXISTING A. C. CURB F.G. FINISH GRADE E 2,143,5GG 0 F.L. FLOW LINE ELEVA77ON Q FH FIRE HYDRANT, VALVE, AND CURB BOX O7 CONSTRUCT CATCH BASIN NO. 3 AND LOCAL DEPRESSION , CASE B, PER CITY OF 0 U. MANHOLE RANCHO CUCAMONGA STANDARD NO. 504 AND NO. 518 SHEET NO. C-69. G GAS Q 1 G. T.E. GENERAL TELEPHONE & ELECTRIC CO. C.00 CLEANOUT O8 9500 LUMEN H.P.S. V. STREET LIGHT(BY S.C.E. HORIZ. HORIZONTAL MANHOLE H.P. HIGH POINT H.P.I. HORIZONTAL POINT OF INTE-RSECT70N ELECTR/CAL AND TELEPHONE 9O SAWCUT, REMOVE EXIS77NG A.C. FROM CENTERLINE TO EDGE OF PAVEMENT. I.D. INSIDE DIAMETER MANHOLE AND HANDHOLE INV. INVERT -0"0-�G GUIDE MARKER 10 REMOVE EXISTING CONCRETE CROSS GUT7ER AND SPANDREL L CURVE LENGTH LF LINEAL FEET MCC—lP2 MOTOR CONTROL CENTER 11 REMOVE " LP LOW POINT --- W--- W WA TER LINE 12 REMOVE EXIS77NG CURB LT LEFT OF CENTERLINE LU LUMENS --- G --- G NA 77JRAL GAS LINE 13 MAX. MAXIMUM --- E--- E ELEC7R/CAL DUCT BANK RELOCATE M.H. MANHOLE --- T--- T TELEPHONE DUCT BANK 14 0 POLES TO BE REMOVED, OVERHEAD UTILITIES TO BE INSTALLED UNDERGROUND. MIN. MINIMUM MWD METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA ---SS--- SS SANITARY SEWER LINE 15 ADJUST TO GRADE , N NORTH --- SD--- SD STORM DRAIN LINE QROFf SS 01 , N.P. T.C. NOT PART OF THIS CONTRACT 30-12'-A LINE DESIGNA TION 16 Al ADJUST TO GRADE, BY OTHERS Q N. T.S. NOT TO SCALE i FLOW LINECONSTRUCT DEPRESSED CURB PER CITY OF RANCHO CUCAMONGA 0.C. ON CENTER _ 17 STANDARD NO. 310. SEE SHEET NO. C-69. Or Exp. 0.0. OUTSIDE DIAMETER -- PROPERTY LINE c �Q 18 PROTECT /N PLACE of tvi�-- Q� POWER POLE, TELEPHONE POLE Of CAS\FO\ P.C.C. PORTLAND CEMENT CONCRETE PERM. PERMANENT BENCH MARK 19 UT1177ES SHOWN ARE APPROXIMATE L DCA TIONS. Y Q P.I. POINT OF INTERSECTION O PROTECTIVE POST IT IS THE CONTRACTOR'S RESPONSIBILITY TO v �► P.P. POWER POLE o GAS VALVE VERIFY THE LOCA77ONS OF ALL EXIS77NG UTILITIES w P.R.C. POINT OF REVERSE CURVE ■ WATER VALVE AND VALVE BOX Ql Y 20 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER W �, P. T. POINT OF TANGENT z�-- ?� STREET LIGHT TREE I U U m ADDED STREET U CITY OF RANCHO CUCAMONGA STANDARD NO. 306 ® 3-3/-93 rc �:�, T Tom• C) N W P. V.C. POL YWNYL CHLORIDE PIPE ♦ TRAFFIC SIGNAL OR INDICATED; SEE SHEET C-71, MODIFIED TO W=20' O 6-7-91 KSS AJP ADDED do REV. NOTES e 4 ZJ � Z P. V.I. POINT OF VERTICAL INTERSECT70M o ELECTRICAL BOX OR TELEPHONE BOX - LN0. DATE DWN. CKD. REVISION REC. APP. >_ o P. V.R. C. POINT OF VERTICAL REVERSE CURVE _ �_ �-- GUY ANCHOR 21 REMOVE AND REPLACE 2 4" SCH 80 THE METROPOLITAN WATER DISTRICT Q - o 0 m Q PVMT. PAVEMENT �� /_ q R-26 SIGN PVC DRAIN PIPE AS REQUIRED. OF SOUTHERN CALIFORNIA 0 � - % PERCENT ` 2 CONSTRUCTION N07ES FOR STREET TREES w Q C) 0 - TREE 22 REMOVE, REGRADE, AND REPLACE EXISTING IMPROVEMENTS ON DISTRIBUTION SYSTEM W • 0 L ALI STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH O zo o 0 R RADIUS STANDARD PLAN NO. PRIVATE PROPERTY PER DETAIL 3 OF SHEET C-53A. OBTAIN ETI WANDA CONTROL FA CIL TI TY v� R.C.P. REINFORCED CONCRETE PIPE 101 P.l./ POINT/ CURVE NUMBER 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING RIGHT-OF-WAY PERMIT FROM G. T.E. PRIOR TO PERFORMING WORK. AND RESERVOIR WRD ROAD TO CITY STANDARD PLANS NOS.502 9 505, AS PROXIMITY 7V HARDSCAPE DICTATES. 23 EXIS77NG SEWER MANHOLE TO BE ABANDONED BY OTHERS. RT RIGHT OF CENTERLINE 5. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC 31 COIVS TRUC 77ON NOTE NUMBER O GENERAL NO TES R/W RIGHT OF WA Y SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY Q ARROW HIGHWAY-STREET TREE �1_5GAL IZE QUANT. SPACING UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE 2 LIQUID AMBER STYRACIFLUA PALO ALTO/ 32 25 D.C. \I BACKFILL SOIL AMENDMENTS AS DETERMINED-BY THE CITY SECTION OR DETAIL /DENT/FICA TION ,_ / LEGEND AND ABBREM TIONS L S SLOPE �� INSPECTOR. A SWEET GUM. J SS SANITARY SEWER 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE JJ -5 JS- 7 CITY OF RANCHO CUCAMONGA DESIGNED BAF JDS RECOMMENDED JG WPL GMS Q V) BY THE ENGINEERING DIVISION. �� CROSS REFERENCE ORA WN JUS z < SCH. SCHEDULE !!' 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT 1 CHECKED AJF i SCE SOUTHERN CALIFORNIA EDISON APPROVED C.E. NICHOLS w t PLANS ONLY. ,' DRAWING ON WHICH SECTION RECOMMENDED DATE o w SMH SEWER MANHOLE , `�__ _ _ , ' OR DETAIL APPEARS APPROVED BY DATE Cv�l�-?z WORK ORDER LOS ANGELES JAIL 1990 B-34576 CITY ENGINEER• A R.C.E. #24953 N0. 4-6290 DRAWING PREPARED ON AUTOCAD - DO N0f_1M4KE MANUAL REVISIONS DWG. N0. P141q SH T. 3 of 3 " SPECIFICATION NO . 1179SHEET NO . C-49 � 18 3 ® 2 3 7 15 8 23 16 14 24 8 24 � 14 16 O 14 8 24 23 7 14 8 24 /4 16 8 24 14 7 NOTES: 8 z © 3 © D 0 L FOR REFERENCE DRAWINGS.SEE 1 W :a-, � W SHEETS N0.G-2.G-3 AND G-4. N ct '� j j ® j 2.FOR GENERAL NOTES,LEGENDS & r .W v 2 I cv ; J J —� ABBREVIATIONS SEE SHEET NO.CLo -l. o co �,.; cn N o W W �! w Z .§� ct ze :z n ; 3.FOR TYPICAL SECTION SEE SHEET N0. .. co , v�UD �'I�c z C � $ m Ln � co O J o f �: � t� g °1 c� rn rn W o a N g 0) rn ? C 53. ' o o cn uj d co o o d- N O o �4 4.FOR B.M.LOCATIONS SEE GENERAL V) LnV) zI W '_ d o ti d ao ao d cn W `� co W `° V. cd �i co co W ?� co cQ to ko °° °0 NOTES SHEET N0.C-l. _ o iu c� d_ rn o Uj M Un � o Lu co �o cn co , p d � �� � m ~ Q N Lo � �� a0 �O I� �p � O � Q '� ` OQ NV N • A O O � � V 2 cn �,I ti g C-53 C-53o j cn cn cn ti � i� Ln V_ N Ln � cn cn cn c� cn Q_ cn cn cn o PROPERTY 3 ' © , j UNE _ ; 9 3 3 (GTE)-- �7 Q ` �' - - - - - - - - - - - - - - - - - - . _ C F V - T Z -___ __ _ _.._ ._ _--- -- -' ------`_ _ ,/�f ___ -j ...t.:� .�... -A. F ,.'�, .« x-.rt�' W t ----- &' i Wti.« tea... a..-: a... ----------------o -- -- - -- -- - -- -- _ y �n , - - -- - G --- ----- -------- ------- - - - - - - - _ _ Zt --- �/ - - Lo------------ �' � i r r i -r- 7 58= - - - - - - - - - - - - - 59 60 ARROW 61 _ _ � - -62 63 HIGHWAY C\l - - 64 - - - 65- - - - 66 - - - Z LLLJ Q - - --------------------- --------1,- -36 G --------------------------------------------- -------- --------------------------------------------------------- ----------------- EXISTING CURB FACE ------- 36 G -;:------------------------------------- r4kb \ — — -------- --------------- -- f --� Lo------------------------------------------------------ —— —— 1� s, ---------------- Z + -- —ori- ./ �# � � -_-- --- -_-- +i= ----------------------------------------------- - Z,W r:--���� ------ Lu 2'^ V/ 18 rn 18 PROPERTY v~i W� 0 20 40 80 120 z STA56.91.92 UNE W � -STA 0.00.00 SCALE IN FEET cn SITE ACCESS RD o DRIVEWAY g PROFILE SCALE c`n 306 i Lq ,� HORIZ.I' - 40 ' VERT, ` t�j i ~ 1,- € 0) W ui _..._... N cc Lo i Ln w 10 Ln ..3 .._ _..� ..cam. vi....W.. N.... .. .._�.... _.. ....W. N_ ..� _...... W ULJ 1165 u' �' `� 1165 1- - - - - - - s=- o48 1160 S--0A029 S--0.0043 1160 # ..._... _ _ .. ._..........._ ............. PROPOSED TDP OF CURB PROPOSED TOP OF CUR i � 1155 � � ti o Q 36 NORTH z OF © j f 36 NORTH OF C � _ € 1155 LLJ N V � o -. N __.._.._. as F3 Ln � W W � W � � � � � W tisk = WW —� cn cn cn cn ...��.. ... �_ -.. _A. �. . �.. W 4ll vLj _._......... W i 1165 � 1165 N—vo 1160 Z � , 1160 Y j EXISTING AND © F 1155 PROPOSED GRADE v t 1155 i W . s _................. • v W �r ji�� 2 �_ �Q ko o I '' � 3 '' � ', u')-`Jl � 3 go Exp Q �s d �, c., W N W cn ,W, .. .. .. .. .. ~.,9, "Lo ..._. . ..... cr O Ln `� 1165 F OF Cat���� �_ vi � � 0 1165 ............ �- ._..._....._............... .. m 0 ——— —— — — — — — — — — --- - - -- ---- O 11 - - - - �i 60 - --- W — — 1 cn O ' � t t 1155 EXISTING TOP OF CURB C [[36' 33 EXISTIN� TOP OF CURB 0 36' A...,.—, .«fi.. ,........... .....b...... SOUTH—OFµ --- ; _ _...M.......SOUTH ofµ ................._ _...................-..._............_-.. _.. _ .. - - _.. THE METROPOLITAN WATER DISTRICT € ' OF SOUTHERN CALIFORNIA i W f- — DISTRIBUTION SYSTEM Zj o E 4 ET I W ANDA CONTROL FACILITY 1 j+ AND RESERVOIR ARROW HIGHWAY _ STREET IMPROVEMENTS CITY OF RANCHO CUCAMONGA SHEET 1 J Y 128,9 Y LT J �� 9-16-93 J.S.L. �p- ADDED I STREET SIDEWALK TREES �D• AM z RECOMMENDED : DATE Q 6-7-9/ F.B. DESIGNED GH TB BAF RECOMMENDED JG WPL GMS ,1 CHANGED SECTIONPROFlL.E. �� DRAWN JDS HV ® Q NOTEs.CATCH BASIN CHECKED BAF APPROVED C.E. NICHOLS j I , APPROVED BY DATE LLJ 3-29-90 J.A. BAF ADDED DETAIL REFERENCE J(i/WPL GMS WORK ORDER - o CITY ENGINEER : R.C.E. * 24953 LNO DATE DWN . ICKD .] REV IS ION REC . APP . NO. 4-6290 LOS ANGELES JAN. 1990 B 34624 nRAWIN(; PRFPARFn nN 1NTFRrRAPH - nO NOT MAKF MANUAL RFVISIONS ; r-7Y .NO. SHEET_? OF ;u%q 3 SPECIFICATION NO . 1179 SHEET NO . C-50 - 23Q 8 14 24® 8 /4 24 7 14 8 23 1 2 4 16 24 /4 8 24 14 7 © O NOTES: Lu Lu j 0 /.FOR REFERENCE DRAWINGS,SEE J J SHEETS NO.G-2,G-3,AND G-4. • N AN N 2 2.FOR GENERAL NOTES,LEGEND D S N � co S z J L N H N0.C-1. g rn Q N rn ABBREVIATIO S,SEE SHEET � r � Lu 8pj �o � � C) co � m � � °'� N � $ per g W $ p = iz Lo $ Lu W �. m 3.FOR TYPICAL SECTION,SEE SHEET NO-C-53. o �, co W d d d N W °0 i Q W ti � � o r• v 4.FOR B.M.LOCATIONS,SEE SHEET NO.C-1. co d co W d W � Q C-53 g O W fn cn o • d W d d dp dO � Q � V) k- Nv N do(Z � d � � � Q cn v � d cn N �" N PROPERTY UNE �"' p d C) g 5 cn 3 co - — r ../ / .. ... ., `I - t 1 `.--.- -- - -,.:z. _ i,. !,�-.«'�...as\-..t... _. ... ... ... ... - - «,rr.,« d - - - !l7 -j - --- - - - - - - - -_ — _ — _ lJ « — — 7 ! _ - v-r 1 W T W W Z 68 69 ARROW 70 7/ HIGHWAY 72 73 _ 74- - - - - -- - - - - - - - - - - - - -75 - - - -- - - - - - - - - i _ _ _ _ _ _ _ _ _ _ _ = = - - = T=======__- -=== C == ______ _ __ __ ___________ _ _ __ ____ _ ____________ _ ====T== - -= - - -= -_=��_: _ - -____ -_ -__ - - __ __ -_ ______=_____ _____ -►� - - - - - - - - -- - - - - - - - - - -UI`JKIVOW OIA,ST�EL--- Za V) ., -b� - - - - - -•36 G - - - - - - - - - - - - - - - - - - ;,; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ - - _ - - -_EXISTING CURB FACE - - - - - - - _ _ _ _ - - - -36 G - - -- - - - - - - - � - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - Z �! Z �! —�_----_--- --------�- _----------------------------- - - - - - - -- _-_----- ----- --_ --------- _ ---- ------11 ------------- ---_— V V � - - - - - -12"W L -f- - - - - � - 12""x- - - W LL LL XG , 7 F ` ...... ... ......... .. _. ._.._ . ._.._ .. _.. ..¢. _ : ZZ PROPERTY UNE l8 0 0 20 40 80 120 0 SCALE IN FEET OFII F SC"AI FS ( O O 1 m car) V) HORI Z.I' - 40 ' E + E E W W Q � vERT,r - r 0 � W ... { �' t o o € � � ' p [ Lo Lu cn Lu V) W V) L �- LQ ,� �_ ►� ,, �. v ? � d �'€ 1160 1/60 S--oao4 V' `" `Q d. � d.. , ., E ( S--0.0091 1155 ' ` S-0.0072 s--0 1155 E € \.-PROPOSED ' 1150 L, 1150 TOP OF URB [ NORTH""OFA i € 3 g 4' ii' g N v � o o �, 8„ L1Lo L (n W to W �� � d( 3 d � d ` � d d 1160 1160 �, cn N W �, ,, € ,� � W W E f ui xp.�? 1' v 1155 E 1155 E ' ql�_�Q Oui �'I V \ o = EXIST JNG AND IQ 1150 F OF C A��F� 1150 O � 1 O ab cc .... ---------- --------- FT O E O m WALK & AS O � E� �� l fN Iti A 9-16-93 J.S.L. TD. �D. S S d' ;' ' C7 CHANGED LSECT/ONEPROFILE O O Q 4 ADDED STREET TREES �IQ O W rn rnic try ' ` I� <�' i 6-7-91 FB ,� AllAa n!� /F NOTES.LIMITS. v d d d d d � ;� NO. DATE DWN. CKD. REVISION REC. APP. \ W E W (n W Q � `� N �' �. `�' �' -`� �' -`� �' -` - �' ' `^ '`' « t.` `� THE METROPOLITAN WATER DISTRICT uj : + � Qm E 1160 r - 1160 € OF SOUTHERN CALIFORNIA - - - - ---- ---._ -- --- --- -- - - - - - - --------- ------------- --- - - ----- - - - --- E DISTRIBUTION SYSTEM i I J Q _ ---- --- -- € � - �-- ____�__ _ _ 1155 ET IW ANDA CONTROL FACILITY 0 1155 E E � � � AND RESERVOIR v 11 1150 R HIGHWAY 50 1 ARROW EXISTING TOP OF CURB 36 l STREET IMPROVEMENTS SOUTH OF . SHEET 2 Q) CITY OF RANCHO CUCAMONGA RECOMMENDED JG WPL GMS Q W �' �' Y RECOMMENDED : DATE DDRAWN ESIGNEDJDS HV GH TB BAF C. E. NICHOLS z Q We- CID CHECKED BAF 1 Lai € APPROVED BY DATE e7EAPPROVED �I 8-34625 Lu CITY ENGINEER R.C.E, • 24953 NO ,IAN /990 . 4 R 290 ER LOS ANGELES 0 )- �-3 DRAWING PREPARED ON INTERGRAPH - DO NOT MAKE MANUAL REVISIONS DWG NO. SHEE _ OF T � SPECIFICATION NO . 1179 SHEET NO . C-52A 0 7 /4 8 11 15 14 16 8 11 14 8 14 I5 Q 8 14 J L � W L W � i v W j � B BASELINE----, J 2D 8 � i m �_ 8� � rn 8 E N � � • � � oI. x �vr o $ B J 4o °� ca W Ln O rn c� "� o t� � a v- cn O � `� � C53 � � z W � N co C oop W � � rnd i r. cv r _ e`1- et lV W �4 c>o co co O W co ; p W lv W Q t� p 8 ao yam+ W W W �, W C-53 a a 4ry � d Q a � djoa � � t � � � a � � °'� a 01O O p N to V) L - TAPER LENGTH X l0 PROPERTY AB -BC - CD - Li3 ACK F W LINE AB'AND CD'ARE PARABOLIC CURVES EXCEPT ON CURVED ALIGNMENTS. I • •• --•- — — • • — — — — — . . _ .. . ._. ._ .. _.._ ZLINE— . ._.._ _.._ . ._ _ .. _ . . — _ 12 ._.. _ FORMULA :Y - 225 - �1. - --- ---_- - ----_-- - - - - - - -- - - - - - --__ -- - - –_ _– - - -_-- -_ l� 5S -- - } --- - _ __ _ _________ ------ ---- -------------------- -- -- -_____ __ _ _ __ __ _ _ _ _ _ ____ _ _ _ _ _ - - - _ - - -I5 SS ..� N . . -- L DISTANCE FROM A ALONG BASE LINE 0 � N Q c� _ V Q • W <.x _ W - -- -- A,-- -- -- - - - --- - - -- - - - -- -- _ - - - - -- -- - - - - -- - - - -- - - --- - - -- - r-- - ---;- - - -- - - Q 90' 75' 15' 22530' 375' 45' 525' 60' 1 675' 75' 187Z5' 90' C-52A 9 - - - 9 - - - - - - - - W OFFSET FROM BASE LINE W ETIWANDA AVENUE d �`� O d p `� EXISTING CURB FACE �Zt12' oma' 075' 1.69113,00' 450' 6D(1' 750' 900'100.3r 11125'1 11.81'112 J LLJ V) t M 9 p W b co ' . MOTE ------------------- ----------- " ----- -- ---------------"-----:_c ------------------------------------- ----- - ----------------------- A- ------ - - - - - - - - - - - - - - - - - - - -- - - -- - - - -- - - - - - 4 7 - - - - - - - - - J N WX` -- -- - - FOR E V W -� -- -- - ------ --- TD DETERMINE OFFSET DISTANCES USE THE FORMULA Y-225- T H -1C.--- --------------------' — ---�7'i---l----------------------------- —- --...TTSA.wr .rn..—w .wr.r 7F— ----------- -------- — — — ———— ——————— — — .�..�— —— — —— —— — — L ..1.i --a� C3µ ..M. ......�...... ._ -._ _ � ��' ' _ w. � - � V SLI PORTIONS AB'AND CD'WHICH ARE PARABOLIC CURVES.THE PORTION B'CIS A TANGENT. LQI REVERSE TAPER DETAIL 0 20 40 80 120 0 C-52A NOT TO SCALE 0 SCALE IN FEET ......DIST..ANCE-.E..ROM..,.,�....Y..ARIES........_ RDF-ILE--sGALE ISEE DETAIL / HEREON) HORIZ.P - 40 VERT.P - /O' cc Lu W f i i ll 1. , ry W cc uj W O' 0) O € ul LU fn L0 cl) �r1 "\ u1 `u CD 1175 ; `° d p° Uj`Lo ° a � ,0167 I � $ W W z Lu s-•0 1170 a ` �, _ W 1165 d- Lp LLJ -) � a c''r, W 1165 � - � � _..............._................_..........._.... .,-.._., ....,.....-„_.. ,_,,,. PROPOSED D 0 U ........... F , Q N W a........... OF Q o N W �^ �' 36' WEST I 1160 S-0.0145 I i t 1155 PROPOSED TOP OF CURB � 48' WEST OF © ' ( f #'`MOTES: of 3 �R S,S . EFERENCE DRAWING EES - SHEETSN -2,G-3,AND G4. � oq W IITS .FOR GENERAL NOTES,LEGEND AND _ ABBREVIATfONS;-SEE---SHE J FOR TYPICAL SECTION,SEE SHEET NO.C-53. ' W IIID 4 � SEL = 8 a W 1165 ` x.;1 �y 0-7,1165 �, ulvy— „ o �' a 3 c~n �' EXISTING AND �. xu * 'i Q) v 1/60 cn W Q) _ _. - . ... _... I'RO.P,OSED -.O ADE z EXISTING AND O \ . 0 1155 PROPOSED GRADES Q ADDED SHEET, 6-7-91 FB AJP o ? REVERSE TAPER Q) v m Q p PROFILE, SECTION NOTES, WIDEN T STREET oo - � V) j NO . DATE DWN . JCKD . REV IS ION REC . APP . v J M) 1175 `LLJ � �' '� THE METROPOLITAN WATER DISTRICT m 8 o`nq g 1�0 OF SOUTHERN CALIFORNIA v �Q... — �...3 ... – –– _ _ – _ _ _ _ --- – – DISTRIBUTION SYSTEM �' 8 L' `° N �' - - -- - - - - u A A CONTROL FACILITY Q 1165 O1 — — — 65 ET IW ND � � � � NW _ _ - - �m _ _ _- - - - - - AND RESERVOIR ti W EXISTING TOP OF CURB O 36' o 1160 – – – – EAST OF � �? ....-._...�... ... - E T IWANDA AVE. 8 ' STREET IMPROVEMENTS N - 1155 EXISTING TOP OF CURB @ 36' EAST OF C SHEET 2 Y CITY OF RANCHO CUCAMONGA DESIGNED GH TB BAFLl . DRAWN JOS HV RECOMMENDED �cn RECOMMENDED DATE CHECKED BAF APPROVED '. Q ` U.-I t0' tt J APPROVED BY DATE 3 NO .R WOK CITY ENGINEER R.C.E. * 2495Ro 4-s29ER LOS ANGELES ��. ts90 iB-34627A -_ — -- I 4 DRAWING PREPARED ON INTERGRAPH - DO NOT MAKE MANUAL REVISIONS DWG NO. SHTZO OF 3 { f SPECIFICATION N0 . 1179 SHEET N0 . C-52 A 11 3 0 IQ 2 15 0 15 !! 14 21 GTE R/W 0 11 14 0 11 8 14 11 15 8 14 8 i 20 16 16 14 15 I a 3 i l4 11 11 .W � � � I /4 O O .� g m m co W 11 Lo I� c Iol- a s W k: J L � z Q j I � W � J �� fi W � ~ W I cc W � "�` -I r- L`' a N O j W K, O I to M, o '' � (o � 03 o v W N Z = �u 41 ►� v "� 1 p o W I ►; ,' o ti jcZa � �� W o � o o o rn.� o N V, W o �; o � W oo - "� � 4 o g 8 � z g o N g1� N �, � ,W � � � W . g� °° 0) � � �;;� N v o Q0o O rn >c cn c4 cu c�l ul 1, I N ao N N p. 2 O N Z V o0 rn ao rn,_ W v LQ W I �; o N ►n o � W � co C N `� g� ►� O � d cb q' o �W �' N k .�- d o d 3 d o a d N = N t` N N d r,, W d- v. N > c0 cn ►; W ti t; > >c d ti 2 4 Z. N N o ►n v . C-53 0 W . `� V I `� o O g V, w I. W I o cn W cn cn cn cn c� cn ' N N I N� c� d N k g N Q � LLJ �c � cn 4� �J 'L V� Kl �1 �~ 4 ► N d W cn p d ;. O O C� I` cn I` I— cs, F, �? I, t� c� cn 2 cn cn m W N d v N N W V) M I cn LJ Ln N m V) (n V) cn N N ~ IQ cn o N kn 35' � N 1 N �� N . _ ._ . . 22 I 3 PROPERTY STA 30.10.00 • • —• • _• •— •• EXIST.CURB UNE _ _ • . _. END OF STREET •r — ____-- -- ___-- IMPROVEMENTS -- -- - - -- - - - - - -- - - - ------ -- 4- -• i�t �____-__ - _ - - . . _ . .__ -��-,:-_--- :_--w-:_-_ - • • - •� _ __-r-__ - - -- ------------ __-_---_--- ------ 60 12 - ___ _�n � 4 - I� N l - - W /2 9 —� ET/WANDA AVENUE 1 N 9 Zv - - ---- , - - - --T - - - - - �--- - - 4'G - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ _�_ - - - - - _ _ -__ - - - - - -- _ - _ - - - - - - - - - - -- - _ _ _ - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - --- --------- - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , ; - � _ .j, �r _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12-N --I- - - --- --------- - ---_� � �.. ------ � �- - --- - -- - - - - --- -- - - - -- - - ---- -�'�_� � N EXISTING 6'FENCE N Z --- _ _ - - _ - s_ _ _ _ - - ra I.FOR REFERENCE DRAWINGS,SEE SHEETS EXIST.CURB - PROPOSED CURB N0.G-2•G-3 AND G-4 ANA AVE. �! T 8 20.03 ET IW D I� R NERAL NOTES,LEGEND I. 2.FO GE GUTTER 3 AND GUT E ''� Q Lw I TAO-00 CONTROL FACILITY - � S R IATIONS SEE SHEET NO.0 I � _ ABB EV cn I t� � W , C 53A I 0 20 40 80 120 ACCESS ROAD _ c I , D 3.FOR TYPICAL SECTIONS,SEE SHEET NO.C-53 53 a0 4.FOR B.M.LOCATIONS,SEE SHEET NO.C-1. Lo SCALE IN FEET o f ORNEINAY g o PROFILE SCALE W MUVE-AND-"REP- � � � N o`- —�•-.-T,� • EXIST.CURB GUTTER AND W '„' Z-- o �ij ` o Qo, HORI I' _ ' SIDEWALK m ,` - z.� I _.._ 7- -VER P'" J0•—`_ 1190 _. o �, �-Jcr- -- --,�" - S--0.022 m m "� o ►r, co p '� �, ap cn W m cn W J — Q o N `� `:' -............ .. o }_� 1185 � lV N s et- cV k N N N v- C V) LQN i ~ r p o0 0o g cR �" N ; N `�' "n C V) W V) '� S-•0.0203 N �N,. ► ° o G€FLOW LOW UNE . .. .... .::.... ...... ..... 4 ...� Z N W - S=-0.0181 Lu c� , o � CQV) W J V)W W N CONSTRUCT VARIABLE N 1175 V) Lu —HEIG.H-T.AC•.CURD iUJ . ..ROI'4SElT4P----4F- IRB---µ U S-'0.0167 36' WEST OF 0 o Lo W 1170 _ o Lq PROPOSED TOP OF CURB 1165 --36"-WEST--0F o o � 3 >�'c W Lu cp O Luco `' F 3 > I 1190 N ao Vi �,� 1185 1 \. L '^ N ) *.- • "`- E N N kO � W 1180 �... �,,... ... -. ._..... ..._......... .............._......_.......... V) cn Lu ` i ~ 3 { 117 N � 5 L�xtsrtl " P�TOPuSE v GRADE AT Q �c 1170 „ W 0 0 = _ PROPOSED AN �- i v 1165 EXISTING D AT z v GRADE ; co o oc: Q g � - r L 0 2 g � 1190 o o ....oa _ . .. , Co rp -J — F - 4 a 11 5 -- 8 i S _ 1 80 LLJ w _ - H METROPOL I TAN WATER DISTRICT (nm -�- _ _-- -- - - - OF SOUTHERN CALIFORNIA Q' DISTRIBUTION SYSTEM EXISTING TOP OF CURB W f A A CONTROL FAC I L I T Y W o Ir70 22 EAST $ } ET IW ND ANDRESERVOIR � 1165 ` :. N : XI�TIN,(�,.T9.���� a� 36 M. ET IWANDA AVE j EAST OF STREET IMPROVEMENTS Y CITY OF RANCHO CUCAMONGA SHEET 3 Y DESIGNED GH TB BAF RECOMMENDED JG WPL GMS J 8 8, CHANGED PLAN.PROFILE. DRAWN JDS HV Q ;+° T'' ' M �, RECOMMENDED : DATE O 6-7-9/ FB AJP uMrrs.sEcrloN,NorEs CHECKED BAF APPROVED C. E. NICHOLS ADDED.PRO S. T.P. �J APPROVED BY DATE�►�� DED IS SS. WORK ORDER LOS ANGELES JAN 1990 `Lu CITY ENGINEER : R.C.E. ' 24953 NO. DATE DWN. CKD. REV/ SI ON REC. APP. NO. 4-6290 B-34527 1 �_ DRAWING PREPARED ON INTERGRAPH - DO NOT MAKE MANUAL REVISIONS ai'G NO. Iq"I'q —Sl-I FET zl OF--;?4—'q 3 SPECIFICATION NO . 1179 SHEET NO . (C-5-33A 2' CONCRETE DRAIN lo .- 10 , 6' CONCRETE CURB ARIABLE HEIGHT _ JD_IN CONCRETE CURB - FP.L. LINE ?4.401 FS. iI 4 �jr J L --- -------- --------- =� �-,- -------------- -------------------------. : 26' n3.90J EI :� L I -� 10' �. -� �- �rd6o� 30'. �. I 73.60 F.L. 'I 1;� ,� „��`'`' - 1� METROPOLITAN '` o I —74 15 FS. WATER DISTRICT ' bSEMEN7M.M.W.D.RADE A AfiENT "= INDICATES EXISTING PERMANENT -���� • � f73.501 F.L. 73' E EASEMENT TO JOIN EXIST. W /', �' �' �, • ti' �� CONCRETE 10' 30' SPRINKLER LIMIT OF GRADING Q I N 1607-7-38 � � MOWING 73.90 FS L7x UL)'S APE LD 10' f a V _____ . t _ � , 73.68 B.w. AREA A _ ! 161' .._-�__ — i 6" _ + 1163 } I P.L. - -- -- - ------ ------ - ----- - ------- -- -- - --- - - - - - - - - - - -- - - .- - - - - -- --- ---- 4' I 73.85 N _.._... ..........._. �1161 -_'_".... .......-...._....,, SIDEWALK B.W. 0' C.F. 4' SIDEWALK ,- s 1163; V. ti oD I I R-8' T YP. I -- --- --------------------------------------------- ------- -------- j 72.90 F.L. 7326 T.C. DRIVE PROPOSED TOP OF CURB - --- ---- ----------------------------------------- - ----- --- ----- �� ' � 20' � � � AREA ON PUBLIC eC BC AEGRADE PROPERTY, JOI r I DRIVEWAY DETAIL 3 EXIST. , I � I SCALE: F - 10' C-53A , C-52,SEE NOTE 5 . IW � I I 1153.44 E.G. � 1153.78 T.C. 1153.1/ L o 2T2 FLI 56'00 ARROW HIGHWAY 56 I I I 50' 50' ------ -- -- ------- - - - - - - ----------- - - - -- --- -- - ---i ---------- —•------------------� 14' I i 36' 1 36' 14' EXISTING TOP OF CURB I I I I I I � GRADING DETAIL 2 ''SCALE: 1 - 10C-53A I I i . C,49 I I , I I , I O I ti 1 I I i I I / I I i NOTES: STA 75.74JO ARROW HWY 11 I Cti 1153.38 E.G r I.FOR REFERENCE DRAWINGS, SEE h0• h� h� 1153.72 T.C. ; 1I I SHEETS NO. G-2. G-3 AN �h 1 1/53.05 F.L. D G-4. � STA. 75 82.10 JOIN EX IST ING JO_IN 5 1 ( 2-FOR GENERAL NOTE S. LEGEND AND Q '�• 3. F L � h h 15 Q o I I I pa ABBREV IAT IONS, SEE SHEET NO.0-1. ' D I►53 Q 3.FOR TYPICAL SECTION, SEE SHEET NO.0-53. I • \ �g ,`4' Y 4.FOR B.M. LOCATIONS, SEE SHEET NO. C-1 �'\ W 5.THE PROPOSED RECONSTRUCTION WITHIN PRIVATE i "? PROPERTY REQUIRES PERMISSION/APPR . h h PROPERTY LINE OVAL ham_- o _ ______-•_______________ _____ ______�_ OF THE PROPERTY OWNER. IMPROVEMENTS WITHIN PRIVATE PROPERTY ARE SHOWN FOR 1 d REFERENCE ONLY AND ARE NOT APART OF 6 I TOP OF CURB PROPERTY LINE ---'FUTURE `'� `' h�• I h�' �6 �`' �`�� hh 115422 T.C. THE CITY S APPROVAL OF THESE PUBLIC -- - - -•-- - --- - ---•...... -'--' HANDICAP RAMPS h h h h�• 1153.55 F.L. IMPROVEMENT DRAWINGS. I v � 1 i Q�ESS/ Ql W 6 Q ♦ {+ t v ,� rr h26 h2� hk pp 1p 16 �A '• ',,` , Q) 01I I h I h �,'� h� h'h• h� h'�• 2' GUTTER * Exp. ? � v V cpql CIVIL ��Q v I F or C A���pF� o , o Z U V) O 1152.16 E.G. 1152.25 E.G. W �OLn O I bQ v� v 266 2�p 2 tit ,gyp ,� h 6-7-91 FJB ADDED DETAIL SHT. h h h'S' h'�• h'�' hp• ha• NO . DATE DWN . KD . REV IS ION REC . APP . � h • h • h h '�• 1 'S• 6 1 0 p ti .r � Q � THE METROPOLITAN WATER DISTRICT ' Q OF SOUTHERN CALIFORNIA U" I DISTRIBUTION SYSTEM 9 ET IWANDA �h `h ` AVENUE ETIWANDA CONTROL FACILITY 2 2 `�� `h `h� i `�,� `h�• `h�• lh�• lh� h�` 11 AND RESERVOIR cr- - - - - - - - - - - -- -- -- --- - --- - -- - - - ----- -- - - - - - -- -- - -- - - ---- - - -- - -- - - - -- - --- - ----- - - - - - --- - --j- ETIWANDA AVE. c~n I - - - - • - - - - - ---- - - - - - -- - - -- - - - - ----- ----- - - - - -- - - - STREET IMPROVEMENTS = 1�� STA. 10400 ETIWANDA AVENUE INTERSECTION,' W -STA. 76*57.10 ARROW HIGHWAY TYPICAL GRADING - C IT Y OF RANCHO CUCAMONGA AND DRIVEWAY DETAILS JLU z INTERSECTION DETAIL 1 DESIGNED AJP RECOMMENDED QRECOMMENDED : DATE DRAWN KSS 10' SCALE: APPROVED ., I i 1' C-53A �C-�1 APPROVED BY CHECKED AJP DATE6-00-fl DER CITY ENGINEER : R.C.E. ' 24953 NO. 4-62% LDS ANGELES SEPT 19% 8-34628A DRAWING PREPARED ON INTERGRAPH - DO NOT MAKE MANUAL REVISIONS DWG. N0. l YyY SHEET /,Z OF , y �, 1 i SPECIFICATIONS N0. 1179 SHEET NO.C-53 I M.W.D.PROPERTY I 100'R/W j SrAII.03 GRADE BREAK STA/-7394 BCR GRADE BREAK 11UI 1 J . 5a I 50' -- rC//5463 FL N53-% STA/0-59J9 , I EXISTING IMPROVEMENTS TC 115458 FL 1/539" /4� 36' 36' 14' I { S /P 54 J o I I STA//•00 GRADE BREAK TC 54 FL N53d7 R .B4ST 02 Q ELEY.115499 R • 9 I CURVE I ' STA 07394 , L•5969 LATA Q ELEV. a54bJ • srA7s•s77 r ••nom' � I � I TC 115.49 FL7!B2 STA STA75 83)6 ECR GRADE BREAK 10.5939 STA756/6 TC 1154.45 115378 I ELEY.U54r� • U TC 115438 FL 115371 STA75.57JO CATCH BASIN / I f E 0.1154JO I Q I EXISTING PAVEMENT j A75•00 Tc 154.46 sra/o-3sg2 • V) VARIES ARIES 125' TO 36' GRADE BREAK I �f ELEY.IlS , I 4 TC 1/55.06 FL 054J9 / -a - 3.9min I i I CONSTRUCT SIDEWALK PER CITY STA000,00 ETAI'ANDA AVE. . �' I 1 - V STA76.57JO ARROW HiGHwAr �/ES : ` STANDARD NO.304 (4 WIDE I 4 ELEV.115369 75-- - - - - - 7 - - - 77 - - _ - - CURVILINEAR);SEE SHEET NO.C-71 i 7 - - - STA7500 C/r�sdi6 / - - - SEE STORM DRAT P AND PROFILE.UNE '),LAY SHEET M0.C� L I �e 1 CONSTRUCT CURB AND GUTTER I srA7s•so c 145/ GRADE BREAK I -_ - I (8"CURB FACE W/24"GUTTER) STA 75.57JO•C ll .46 _ - _ PER CITY STANDARD NO.303; STA75.6Ib C !/ .43 I W J - SEE SHEET NO.C-71 I PROTECT IN PLACE --- ----- --•---- _1 I� - CONSTRUCT 4'AC.PAVEMENT OVER - - --•- - --- 9'CRUSHED AGGREGATE BASE. A -81750'00' /• 9 R •35' CURVE L•4939 DATA I STA 9.34b5 C N T , BO REMOVE EXIST.ASPHALT CONCRETE sTA / PAVEMENT AND BASE MATERIAL AS STA 9-34b ECP END EXIS TC/15271 FL 115204 CONCRETE , 36X STA ff 02 LAjug'-- NECESSARY,FROM q TO NORTHERLY STA 9 25 / Imm rT x9.257.5GaAWp%&R 9r / EDGE OF PAVEMENT A.9.17 ' ' STA 9.00 C l 9 r l5 FL 115180 STA 9AT STA C 11WJ 52475 TYPICAL SECT ION - ARROW HIGHWAY A ra H BASIN I. T N52' 1 S! I I I SAWCx/T PAYEMENf ST 8.955 GR BREAK IN R S REMOVE EXISTING AC.ALUNG EXISTNIG C-53 C-49,C-50 r I152J4 FL �.47 , AC. 8 LINE.FROM STAB•95 TO SrAB•50 AB-75 £ I WIDEN REEr AND CONSTRUCT CURB PER CITY LOOKING WEST T 152 FL 5r STANDAR 0.313 /9 AC.BERM/SEE SHEET OM NOT TO SCALE �A8 I FRnmST A .'TOP OF CURB WIDTH Q TC 111 FL JS Q FRSTAB•9�. 70 STAB•757APERlNG TO 312T EXISTING 3/27'w/ AT STA8.50. END REST IMPROVEMENTS ETAYANOA AVE. A8.50 e INTERSECTION DETAILS-ET/WANDA AVE.AND ARROW HWY. 3 c 5/ Ila TO lOa R/W M.W.D.PROPERTY • i 0 10 20 40 w i 50' I 60'TO 59 SCALE AN FEEr : EXISTING IMPROVEMENTS I 14' 36' VARIES 48' TO 36' VARIES I2'TO 24'TO 14' I i ' REMOVE EXISTING CURB QI I to, ARIES • I � I 22' 4' I ,amin a 110'R/W M.W.D.PROPERTY • , 59 60, i 1 . EXISTING IMPROVEMENTS V ES 48' 12' I CONSTRUCT SIDEWALK PER CITY i. ; ..•.ter - ... , 1 • r ! \ STANDARD NO.304 (4'WIDE REMOVE EXISTING CURB CURVILINEAR). SEE SHEET NO C-7/ _ - - V), ARIES I GUTTER U : I 22. 4' I (8"CURB FACERW/��GUTTER) PROTECT IN PLACE � .9min PER CITY STANDARD NO.303; SEE SHEET N0.C-71 REMOVE EXIST.ASPHALT CONCRETE ` PAVEMENT AND BASE MATERIAL AS •i -T _- V ARIE NECESSARY,FROM q TO NORTHERLY EDGE OF PAVEMENT CONSTRUCT 4AC.PAVEMENT OVER 9 CRUSHED AGGREGATE BASE. No. 27.5 CONSTRUCT SIDEWALK PER CITY * Exp 2 31 g3 Q L STANDARD NO.304 (4'WIDE `��J CURVILINEAR); SEE SHEET NOL-71 FOF = v O ` I CONSTRUCT CURB AND GUTTER TYPICAL SECT ION ET/W ANDA AVE. C Q/ v W Y PROTECT IN PLACE (8 CURB FACE W/24 GUTTER) STA/6 • 75 TO 29 • 79.60 C-53 C-520,C-52 CL L i (i PER CITY STANDARD NO.303; SEE SHEET N0.C-7I Q V REMOVE EXIST.ASPHALT CONCRETE PAVEMENT AND BASE MATERIAL AS ZZ Z z NECESSARY,FROM � TO NORTHERLY THE METROPOLITAN WATER DISTRICT EDGE OF PAVEMENT p Q CONSTRUCT 4"A.C.PAVEMENT OVER O Z 9'CRUSHED AGGREGATE BASE. of DISTRIBUTION SYSTSOUTHERN EM , V Lu Q� Q, Q cr o W o o ET NV ANDA CONTROL FACILITY AND RESERVOIR ESERV0/ TYPICAL SECTION ETIWANDA AVE. B� � � PAVEMENTV STA l0 7094 TO STA 16 75 C-53 C-51,C20 - - i Y CITY OF RANCHO CUCAMONGA SECTIONS AND DETAILS LQ } DESIGNED JF BAF RECOMMENDED JG W PL GMS RECOMMENDED : DATE �RAWN JF HECKED BAF APPROVED C.E.NICHOLS W l 6-7-91 FB A,/P CHANGED SECTION WORK ORDER 41 APPROVED BY DATE T Ta LOS ANGELES JAN.1990 8-34628 p rr. CITY ENGINEER R.C.E. 24953 NO. DATE DWN. CKD. REVISION REC. APP. N0. 4-6290 DRAWING PREPARED ON INTERGRAPH - DO NOT MAKE MANUAL REVISIONS DWG,NO. 1114111 7 SHEET /3 OF-;-�-'V �3 i SPECIFICATIONS NO 1179 SNEE 7 NO. C - C S : I I city of rancho cucamonga STANDARD STANDARD STANDARD STANDARD DRAWING city of rancho cucamonga city of rancho cucamonga city of rancho cucamonga DRAWING _ DRAWING DRAWING !x RC(SEE !TOTE /) -F- 011 t�►art NOTES �� `. .....r �y. .! ,�% 7 1 VALUES for A, B ,C, Di ,02 . E, L, Elevation R, and Elevation S are �� - % ��(� •�13r> o NOTES FOR PiPE BEDDIN;; i '� �► ; .:� shown on Improvement Plan. TABLE of values ��� — .. , 1 for F and � T shown la • I '� --+-T'•+S+rs on this Standard Drawing , Sheet i . . � �� �� •�C< ;'� _ _ T Tl !I __ \ \ \ '''• 2 OPTIONAL CONSTRUCTION: When Juction Structure "A• is specified yr \' � w I . UNCLASSIFIED BEDDING MATERIAL SHALL BE AS FOLLOWS; I _ ii? xs- ' \\ '\ \ \ ,:• on improvement plan, the Contractor shall have the option of \ constructingJunction Structure in which case construction L � ���+ �,: :... "- :.� �`��� � � L1B �Q A. NATIVE SOiL MAY BE USED FOR RIGtL PIPE iNS �ALLATIONS •..:.... ;C�I�,,I i \ • �-_� .'' • data will be furnished by the Engineer. ;' � , < ,, W I� �� 1 ` UNLESS OTHERWISE SHOWN ON THE PLAN. 3 - CONCRETE shall be in accordance with the table on Sheet 1. �N- 4 .a*��� .� Sj�,,. ��;;` �\ B. GRANULAR MATERIAL SHALL 8F USED FOR FLEXIBLE PIPE .y SECTION G-G l /TIONAL TRENCH SHAPEINS'IALLATIONS (SEE NOTE 2). ' { � ' I � �>� �.>• 4 - FLOOR of structure shall be steel-troweled to springing line. FOR w BER TABLE BELOW UNCLASS i f i E7 BEDD iNG MATERIAL SHALL BE FREE OF LUMPS, i • 1 I>» S - REINFORCING STEEL shall be round. deformed, . straight bars CASE CASE = CASE = ROCKS, AND BROKEN CONCRETE OR ASP►;ALT_ CARE SMALL 8= II g wI [Ltafw.uEsratfAloT I 1/2" clear fron face of concrete unless otherwise shown. TAKEN TO PROTECT THE PIPES FROM DAMAGE OR DEFLECTIONDURING PLACEME;-tT AND COMPACTION OF BEDDING. GREATER F e T ° 1 Tie bars shall be No. 3 and spaced 18" on centers or closer. FACTOR COMPACTION, WHEN REQUIRED TO LiMITti 4f 1 LA, I DEFLECTION OF a CASK M LC FLEXIBLE PIPES, SHALL BE SHOWN ON THE PLAN. r --- - A and B bars need not be longer than the outside diagonal2r if width of the lateral spur. ` / , ���� z - t S 2. GRA;IULAR 14ATERIAL SMALL BE S. ND, GRAVEL, DISINTEGRATED �,, •, :.; .. �� • :•.' ��. ' ; t. ��.; Q - t.t GRANITE, CRUSHED AGGREGATE OR NATIVE SOIL WITH A SAND 1 0� -t-F•-+� r * 6 - STEEL SCHEDULE detailed on improvement plan. i/,,\/l_ �. . EgUIVALENT Of HOT LESS THAN 20. i :�. ''t... ata :.t f 7 - ELEVATION S applies at center of main line onprolongation o a,:d, `••»• `,``� , `� J . WHERE GROUND WATER IS ENCOUNTERED IN THE TRENCH THE CONTRaCTCR PLAN P PP f Ns i \ - nIN � 14 ° =•T SHALL, AT THE OIPECTION OF THE ENGINEER, EXCAVATE TO A DEP-H invert of sur. d+t• 3.2 OF 6 INCHES BELOW THE PROPOSED PIPE AND PLACE A BEDDING OF a JUNC'"ION STRUCTURE shall be poured in one continuous operationr, v3 - �.c 3/4 !NCH CRUSHED ROCK OR CRUSHED SLAG. bWn- b" �brs t except that the Contractor shall have the option of placing atAq �,�•.��v�'!:�i+ .S :.i.•",'}• . 1 ! s �: E '^ t I t :.t springing w 4. ' line a construction ontw' th a lon itudinal CONCRETE ONCRETE SHALL CONFORM TO SECTION 306 OF THE LATEST APPROVED keyway. EOITiON OF STANDAR ) SPECIFICATIONS FOR PUBLfC WORKS CON- RIGID PIPE t CONCRET1 BLOCKS LENGTH L (shown on improvement plan) maybe increased option of • AEN NOTE S.SU►fCRT r/M OM DESIGN DATA 5 TRUCT ION • I STR NCH WALLS LS SHALL aE VERTICAL WITHIN THE BE�O1ic AREA. AContractorto neetpipe ends , using C bar. in extended portion of CASE3t CASFL UNLESS IMPROVED BEDDING, AS APPROVED BY THE ENGINEER I "'•• i same diameter and spacing as specified on im ruvemenL plan, (Fon EXISTING PIPE) r 1 P g p p p but any IS USED. F I change in location of SPUR must be approved by the Engineer. 1 Wn P 6. THE LOAD FACTOR,MAY BE INCREASED FOR CASE V BY USE OF RE- TO WS i , c 10- STATIONS of manholes shown on improvement plan ap apply at inter- P= COVER „01wrt� MAX MIM MER INFORCING STEEL. THE LOAD FACTOR IS 3.2 FORP=0.41, I•. 6 section of main line and spur. Elevations shown at this point _k�_�. -,, ,,.� -: ►' r 144-c VC FW FOR P-1. 01 IN WHICH P IO OF THE AREA OF STEEL T� . , •. - J• > t' t• a" , I S THE RAT t..-�->». refer to prolonged in•rert grade lines except that when inter- tr'avr+olR PCC BenaiNB ' THE AREA OF CONCRETE ABOVE THE CROWN Of THE PIPE . - ' -•.• " •:••:••'- • •:• s.• c I1 s. section of center lines falls outside o: structure, the eleva- vc. • ••• , •~• - •' "" tions are Sh01Jn and apply 3L eXLrtrr:e 101rer end Of the structure. is•aov[R > t' '� t- GRANULAR MATYR&AL OTHERS >t• Ir t' ® UNCLASSIFIED BIDDING MAT I SECTION NIN`-N' 11- LATERALS - where laterals enter on both sides of structure, they ALL < S• 1:- t•• pmrc*4CnW-M-" shall be designated on the improvement plan as right or left, Q BACKFILL facing in the direction of stationing. ® NATIVE SOIL I PAGE I Of 2 f /, p/ JUNCTION STRUCTUR�� ,� 1: PAcl:2alr 2 PAGE I OF 4/,/, 7-11711-1 PIPE BEDDING FAGS 2 OF - �, ��� JUNCTION STRUCTURE B �j"��IZ40PIPE BEDDING.« rca 2889 tCA n iA. r rr.ea. 2.18&9 � f0 5a r/+ ry 513 7 • 513 i i - I ' city of rancho cucamonga STANDARD APPROVED !YSEVER MAIN q a L.+++ 1Z-2T-S4��j ENGINFERING C��TTE� lDA I! 6.19 f}v ' C7 NOTESs 1. TRENCH WIDTH SHALL BE CONTROLLED ,c TO TOP OF PIPE ZONE. 0 2 TRENCH DEPTHS OF CREATER THAN S+ NOTES: �. _ • • • ' • G1 3/411 SLOPE SHALL HAVE ADEQUATE SHORING. 3/4: 1 SLOPE 3 CLASS II GG. BASE ALL TRENCHES LESS o r - OR GREATER P OR GREATER 1 FOR DRAWING INDEX SEE SHEET G-2 I r 4 os st1RtJCTTJRt 120 J t"! OR THAN 100 IN LENGTH E'ER CITY RANCHO OR I •, ' � � CUCA,MONGA S TO DWG. 312 ADEQUATE SHORING I ; L � �O Auc of* vwwts roar . '••�•• , ' ' . � : I• ' • � C ADEQUATE SHORING - cowt+tT �I A T �,• Z 2. FOP, GENERAL NOTES, LEGENDS AND I i ! cr!Aou T><�~ 'TT''4"` 1r .- • I -,-• (• ': -i ABBREVIATIONS, SEE SHEET C-1. , CPAOL L / ' AARs- � ` w � ' ,+,..: n- u- •�• WYE SADDLE ' •&Axs 3F•>r` t� '�r ,•- ,I,4•- CCMPA,TED _ COMPACTED 1iAc $t+: % �. 2r i- 1 ' �' -4 BACKFILL �f BACKFILL TtX A kt{-+ ,-. `% �f` S1.�. . iZ� . . ' . rr' TTCW #4 sA�s tt. s. p GRANULAR BEDDING STATiOtI r-++-�csi AT 4•C•c .r �i; ( I FROM SELECTED TRENCH ` ! I ►a { SIDE MATERIAL. 'H I 2 E SAM• 440 4' 7/,• q �• 01 AT �r r CEMENT GROUT '� p �*•� is-t•C (0LU . E. IL_L0 r r 9"MAX, 1 Na �+ N' 9"MAX. y un-M) 3e 3� rn m SEE NOTE T _0 1 to V N N o ; f•1 ... - 1 L MAIM LINE STDRAM -... - -..-----• � �! o r a •� r .. i - •i C7 ORM tiI ` �Z i 1 0 f•,r t J n J cc r M fI PLAN , f Y 1 D •, �I r Y 3 r• Irn,n I ANI sTANOAfRp Tit SAR3-,r fl AT ttC C L� :O y ---- - r ; __L_- J 1 \ n U , Y rnE irtRs ATiMC•G r �/ 3e • ♦ t fTt II vi a AT �-e•e (.�.,. ' 1 " WIRE MESH z 0.6 D l * E )* i W '`� U - 1-` C/ ` .rr� tugs .•�s� �. SE�rER OR WATER MA111 AL W 1 W �•" -T- rT c c.c � AROUND PIPE \ �.'' •�•: Jf IY1 C d = t �Liti2 srr+►lr.c Ir i I t �; = PIPE SUBGRADE - UNDISTURBED a;�, o �, i. LINA, ,, ,tGj U ( N NATIVE MATERIAL SHAPED TO GRANULAR DEDDI4G FROM SELECTED ` OF Cl+ i Ft c. 7 AT '.: ACCOMODATE GOTTOM OF PIPE. TRENCH SIDE MATERIAL - ttypl \ r c c. 7 EACH I i W * rn Z J O a �: r . s Toa t aor ./: STANDl1r,0 WYE SADDLE z THE METROPOLITAN WATER, DISTRICT o SECTION Y•Y "elsn'RM0 o II3TE : COMPACTION SHALL 90w ALL OF SOIJTHERN CALIFORNIA L BE ,s IN u EAiTN (?� o ZONES UNLESS OTHERWISE SPECIFIED. D/STR/BUT/ON SY,SrEM U W f;� O SECTION Z• 1 W EPDXY 'NYE TO MAIN , I 2 w NOTES: °C �•': ,; PER YANUFACTURER�S TRENCH STA3ILITY SHALL CONFORM ' W T E /f�ANDA CONTROL FAC! _ o 1 a L LITY o Vaw.w e► Aa,CAEf...l.alwalra..t R ar.l S alvr•n .w �r..p.....r..,nt OIaR � x RECOMMENDATIONS. TO CAL-OSHA REOUiREMFNTS. { AND RESERVOIR 2. C•adla rnar k0 0401101 OR a.d0 0pp•aa.le 1alatal Olaf wrAOn c0.a.0t" wntft atiatlnq Sletm drawl, peow t7 V 1. TraM..0Is0 ►0w10K0T0n1 1.1 Ir t.O •1.011 be fYt w center 01 Mo^0"t and ►awl to „nfa►n. datant0 free. Z / 1 and 10tt0•n O/ ••` /r . LLJ h• )YfKt�OA �.`Ytl..•O. ur t. Ont/010 C/rr OF RANCHO CUCAMONCCA AND � � C Mall 0a clue $EI C 7 21 t. •/. . • i (n 1 Ra.nfo.c+nq .tad slue it0 1.3" tl.wr horn lou ./ r..r•eraf•. SEWER MAIN \01 alrYctw �: CEMENT GROUT AROUND CUCAMO&GA COUNrr WATER D/srmcr FI~ a►ut1 �. atad•irsw.0�-d t• a�nr+q Lir... SEWER MAIN AND SADDLE ' = T PRCvI-.E A CCPICRETE EfICASEME11T CSE FOOT ABOVE THE TOP CF rHE M414 UNE PIPE TO 'HE LIMITS CF THE - CCftCAETE CRADLE If a iC1nT 1N TMEA141Nut1EPle'E FAILS wlTrtlN rhE Lt WITS Cf THE GfiAGLE. m CONNECTION. STANDARD DETAIL S uJ { Q G �714 �,• / ) It rt > JES/GNF_D ' .RREC0MMENrnED �"` -�- Z U.; �.Y1 -4� rr�,�� Z/r�/ri JU1�1CTi0N STRUCTURE �-1508 L:n9`I dere ` DRQwN `� - J T - -- U5 T D. Grrc3• CHECKED X� p Cr CJCAMONGA COUNTY WATER DISTRICT `: G.P. WYE SADDLE 17 N a � I ---�-- rYOr?K-QROER LOS QNGELcS JAI`!. 19908-34643 NOW 4 0 1 OWN CKD Rt V1S10N REG APP. NJ 4 62: 90 i r!PWM PCS1 RE(ArLXR MO liar•/ - I SifCRCFILMED ►E8 �2 ;� DW6.0. � T SHEE -0- ' SPECIFICATIONS N0. 1179 SHEET N0. 6-69 city of rancho tucamongn STANDARD STANDARD STANDARD • DRA'�41ING city of rancho cucamonga ORA�'�i�lG city o1 rancho�ucan�ong�a OR city 6f rancho cucamonga STANDARD e � A�111�1G DRAINING btll y� GALVA.rrto mtt, COW00t t•ts 1,•. -_---__ vsnefse __. -•__-- { I WITM A.S.T,M, A)ls ORA04 C • 1x1/ ►s.T.N. A17�. Jws Opp" 3i�e OR�"� �--tt- 1r r s..u.... ,t. �,� --� - Is- .a1.Ow . , !�.• , S ae>r. sr.•�n. �t. � r: s '• •.•.. . • .� • . � , � t TeS d I:1r1�•\ 1 • e � 1 C/ iw fir I s�• �- , • .f IlPL- 41•.Cir-- 1 ` - -UI Care rots! E4s01---- ••.- b , \ 1 ' • . • CI Taw t A T ♦ _ • • -r - , , A I • . r � CET Il 'A' . . . , s t • N fish sq Noto i L 2O S #r f M• iTEtl K• 1 -�• i• s, -�- • t 2 • 1 f•--- t.=—t It•• IIAA c R 3Os MM CASE A � I sw ► ��... r'IxtAt-� ►Cst t • .r w..OSO PAC&'PLATS ANO ALMAMMA . � � •wNc7solt�s • roulsa•f� A•r m r-111►�T ...A • .�... ,,. .. 1 ,t. Asj .e' QAGi $Vie' , , - AOItJfTINa N1fT! 1t0 et Tl[/tT[Iett) AMO lreiJRiD aO lKACG 1 j . sf ♦r1�' 1MMtl1 ("-•--L'---! _..VpieSM•'-.�.••M-- ' { tvswee , , STEEL PLATS AX44,2 1a IN PAOPSA POSITION. tv...•.. • , , ,t. � , , u' ( I 12^1 I F- srN o••••y o 1 L- -- Le- wtS.. .,�- , , 1 M7tdTtLTtGM1 aAlf � as. Cum . ' I � OYTT[It 04TTt1f A 71Ae^—-{ SUPPORT aOLT•ON Al/W4RP*0VPOG1/SMYaYtit!?t , TYPE'K• M AA KE Afix-- ! Sts.G.; A G 1. t •}1. , • �]_ I T SECTION A-A s•eti SerrS aRt ro $t — R~r rKrttA''i�tal. SFCTION 111-0 tTi n G 1•., -- l' 3311.1"T" K- T"too e' • ?tr. G. t NVU 1AAW t m to sow• (tt•n•._ CA Ct11TJJ1*WAft &. 0 .% 1 • 2 Sm Mste' ' CASA 11 ` tfat�'!• TIMMSV"M TO &AM OR AAW 1%me Is A*0411"To wl�s_ """• ' :% I .� G { 3EtST0311 � � � 1' STEELMARKERPOST f.� I = • '1- '� • •~ �• � '• •, , i � - �_I (fit --- 01 { ",�• __. ..�-..._ sa �. ��- •• '3.I• • %: L._ S._ ..f„1 r- ..�'. -.� 1'---L---•:.-��--�+-d---ri AF FLEVATIOIL S' WZtR--2 ftt:0i� O Jr' s • •1 r, CIE (Tr be eeN of 6" O O •�: • - - - - sm o SHT us Dal 0 O �• u 4 % P. R. � sa..t.es 'it 76 ass.�e•Ow -.fit!!�f.� DftAft •LJ..p.�/' tTAL MMM[1p1 '4GT ME G N00E "Imp 000 r TES. • .y Q T E S ssr.•fw � . � ' r 1 • w„�' a•.:. r r; 1 t ate.. rr. .le.a to wow~s• .r1...�.e s.i • ...a .ri. w .o.o+.s. 'Aw swt•w K vt1 Z• 1► LOCO 0@0 of a ser ese*ere flteww M w ei Vim its � 'M M MQ• w eS elwsl�ewe ore •. two Ecce +-' L 11"#* •Ow vn e11Se M to dk-w w 1101011006104L [rwAM r of *a* on& CaAw in saw tMOw et.S�srt specified, IM Ogler e«e of LetO�l Oeweseisa fAeN ceefwM IS tkvoN � • � ANIS am S6@4 wM. Met ►StMk.o ler CMc# ltaO•� fyM SOI- rr tMte1 efSes. .•�-'ti•�.'...!: ;.� rsO.`• - - - M • 1 le00 a lieft we "W ir" N www at SPO&V sSesetpe Y. ttaximm w we f�k" ft Von" Ilse. TbAse t/elee *0#off Im TWE N MARt(EA TYPE L.MAR1(t'R rewsrN wolf before 1t a f 41111100V9111111 OlTA� tG/t , ' • ♦ •.- .. �M e1 bISIH w t. t. itMeo OAOsI M tlet M TYP. SCEWALK SIICT101�1 TY* RAWO SECTION ♦ IAN Oarwsf a" p+b etteA w oSlre+trss 1 NOTES• - 1. All sidewalk and ramps shall be constructed in accordance with the latest NOTES l 6•S feer ww"o N.tlo we octtK R•3 hot uwOs *Mwa 0 afigo. a edition of the STD. SPECS FOR PUBLIC WORKS CONST. unless otherwise indicates Leg_ _ 2 Pet Is ey ew"s (P) enc ea shave 00 1" O"A • L T All ransPartclioil Stara Plons.wkw and post ftftts �l m�brn+ b the State of Cobforl+o Oepo►lttwtf of e. P=te s A ewe f s+ 1 be sot~io of *0 e•�wKr s. 3iMts+Olit >RttAe M► sed 34 = I. SWtel "WIS Som'4rwt the camlewtpew-st 00 LOW Dw"wea on •meal 4. Ra/MM am" Ref 0e pMtN IR cowl•* of roters so e'ele/perY7Ms it goo � •� y, :a Wma r"" is Ieest as C""W Of ewf rotwwN M Mete Schein it soml ""4 a Rer04 Schein wttff I/� Irseves W dps*OrtR►a" 11/2~e.& Yoe O•ssrr9 M•.:il Onsw VAPA4 be e*Vwd WOW M erot.a.stit stripes so tinct bllr* i f' or" sbowq w i��s Ma• te N pe0estr1wo lose *Wvprwe cresswelt- t STEEL GUIDE MARKER OAK AL aI CATCH BASIN INLET LOCAL DEPRESSION FOR SIDE NOW -� SIDEWALK 9 RAS 310 ,�. , p , . �� rte Z OPENING CATCH BASIN - - _ _ ah r e e. 23i site 51 sr r.ta. I • 1 1 city of rancho cucamonga STANDARD city of rancho cucamonga STANDARD f DRAWING DRAWING NOTES: STIt"= LING 1. CO;tCR=-TE shall be 560-C-3250 Portland Cement Concrete. 13EE TA13LE ft 3 HEREON) r CATCH BAS/N � CONSTRUCT/ON SCHEDULE NOTES:2. CCNNEC':OR PIPE shall be horizontally centered on the wall 1. FOR DRAWING INDEX, SEE SHEET G--2 of the deep portion of the catch basin which faces the Ngo. s rrh r r r IQESERVO/R ET/WANGA +VE. I connector pipe. Rnw r _ /TEM SITE 8 ARROW HWY. P. FOR GENERAL NOTES, LEGENDS AND r i c-c L+o1111.11 I 3. CURVATURE of the lip and sideoralls at the opening shall be formed A&M"O ''"0`>1 RG1AN p- e'e ABBREVIATIONS SEE SHEET' C-1. /11A:At C:::-�- - , .:: •*_t• t i t. abTlf WMf1'f •f rr a s , by curved forms and shall not be made by plastering. 22* ;-T•,-�=, �, Gxrernlaarr 36- D/A. 22 D/A. 4. DL rrsIOYs: e ��; »=+:-r-:••:-•-t•�-+- C MANHOLE ALHAMSRA . FOUNDRY ALHAM9RA FOUNDRY w shall be as specified cn tie plan (81 min.) �t� s6 �: � -� - � A-1#60 OR APPROVED A-1530 OR APPROVED V shall be assDecified on the plan. ===� EOUAL E4UAL - - D = 3 ' unless otherwise specified on the plan. F• ===-•-• � t _ I w " 1 �! -s�*•���=-=-T�*'-�` AL.HAMBRA FOUNDRY ' G`, � t = 6 if V is 4 or less �� Q t 8" if V is between 4' and 81 N Ls,70[1ER S /07 o = 8' or more A-3320 OR APPROVED t -l0" if V Is ECUAL i LOCAL Ot"E33,1011 ►cm oro!+/ SrRUCTURE i oflrs. in rota S AT,'ON/NG CATCH BASIN CENTER f MANHOLE coon tOA•CT ITittl LACAL OGTIt3aO0M (f�pi M y, STZF SPACLYGrLAN VIEW Leo >t If v is 3.5' or less, no steps are required. AT STA. 2 f 0o. OG x I. V is more than 3.51 and not more than I0 . install one tr W `'.� step 12" above the floor. " I SEE / FOR M00/f/ED If V is more than 4 , install steps 12 apart with the top ti C- 37 = Y step 2G" to 24" below the top surface e• the basin. 009KLL D[TJ►IL ,. I SECT/ON C-C U (SEE TABLE TO PLG IJtttr wsKM To► 3 * L) U �:,en the oasln has • channel use V minus shelf height to HEREON) Is tsot""D sa'A _ ; � Z a,� = d et a mine step spacing. - oaG AT Iuaf coti1. � •�; `fglf, 11 P.P?•S shell, ba trued to the final shape and length before CATCH SA SIN *3 REINFORCING SC.'HEDUL E ;' 0 A`` ZZ concrete is poured. -- -- a _ •• - -A- - ' ; •- !tiL — > O ocwtt t•3 WALL *4 0 6"V #4 49/2 H � I >~-- I. SURFACE Gf all ed concrete in batsin shall conform in slope, s• � w �I •: � a � V � a N ' ZX U , Z Grade, color, finish and scoring Lc existing or proposed curb l- 3 �j ems,►, Toth.. up BOTTOM SLAB #4(06 BOTH WAYS �; THE METROPOLITAN WATER DISTRICT I p — and walk adjacent to the basin and shall be free from protruding M _ 3V9. nnsT��p ,� ; OF SOUTHERN CALIFrJRNIA U W ; o wires and nails . Floor of channel shall be given a steel- W� rncG WALL #30 /2 BOTH WAYS DISTRIBUTIONSYSTEM U Cr troweled finish. � � + ^�} V _ 6 Z W LZ o �^ ,; Z - f i BorroM SLAG �3�i2-sorH wAYs ET/yVANJ�t CONTROL U _�P OF BASIN shall slope 2K toward curb except when otherwise II 1% �•�• •- a.a- FAC/,!. /TY �h0%o'�ia�►i�hw,Ll �1 I�.o curt S 4s lin ussidewalk. To be poured �" r� �• w,�, Q '• - -_ _ _ �� AND RESERVOIR •,••. I UJcr ' 9- F�l:•1 AJO COVE-Ft s'tiall ba located as shown on sheet 1 unless , - •• ,l ,T e11 r - _ + T s..-64FT" er.•e ...• C/T Y OF In -= other•+ise shown on the pian. L` ,.,> '�' ' _ , w r REINFORCING NOT SHOWN. RANCHO CUCAMONGA S HE _� Iv C SECTION C-C SCHEDULE ERE ONft A-A S Io . . t SECTTANDARD DETAILS PAGE 2 OF 2 O` W t •w,1+we re s i1 e.r. E 12 NOTE DESIGNED Z + � ECOMMENDE4. DRAWN �wAPPJW CATCH BASIN CHECKED � ROVED A.,,." CATV1 BASIN [ %�4 7._'q/ Rf ADDED ydAel,'1, SCh. lS:�L'�`' ''.e•,-� 1, 1I� 1 O cr x ORDER NO. DATE OWN ICKO. FrEVIS10N PEC. APP. LOS ANGELES JAN. 1990 8-34644 N0. 4- 6290 , •�;R GF i�, IED FEB 5 19>K I I"•yrt[R no ,�.:.. MFCROfitMEII ;1` Z - • �� FEd 1 : DWS NQ 4q SHEET 15 Ox 3 SPECIFICATIONS NO 1179 SHEET NO, C 70 city of rancho cucamonga STANDARD city of rancho cucamonga STANDARD an o cucamonga STANDARD city of rancho cucamonga STANDARD DRAWING DRAWING city oft ch g DRAWING DRAWING f+•r•txm+ner..x.e aS• Dj--��•:F f�- •r•e�soar ft�.►tcetos 10% 3/4"Med 70tvd+2sQ --I F1 t,i� L � A NOTES 1 ��ofW.*ftW..no. � t4 3-q. t. eeft.Et ' r r ' 6 ' I4t1 sips 6 o C 1 0 �\ Mennde Ire.,,& eM en.tr fa Ct 2`end sW M eviler••Alt t)►.- I-— t«a d c art,.► -t C B �'----�--�i h..e t r"I love 1.t' 3'at ' ' • s - TAKE R valtJf2 f7I! !� OA l�tf stC�/Td �4MnQ,S!!'ef (. _• .` .M '� ,L Alnnmcre Fovnerl r A-1499 l+.d!•T,Jvrc.I r'71 hc� ,w, `:kj * 'i� 2-CENTER Of UANHOLE SHAFT shall be bolted war carter lint of s� d-an al+ers"ter ��^� _ T T _ t in Nseirl;+.a .M HisµA.s..«(no I ��V r o" �tlrch :out place E liars srfrmrlricbl) arolr+d siuft ar 4S•tech tenter One. a a alar less. A �r _ ; ��� A _•• t I. f,11at 7'�j _ , eo+n.,rf erove l �n a•`7 [— or aDOrOre'l equal. L l T_. I 1 isr-.4 L.__ _J 3- LENGTH L st+an be s'-1"unleu shoat othereise en itprortir n! . At option d C&Orxttr L mq be , 1 , A •• i :' 1 •?'� . 2� r`l rl 1 r-r"sit 2- ''—I= I 1 acyl _j bavas*4 OrIxat,on atmat+46 tufted isfAtet ptpe �1�, �• 1 / �� / L I' .- �� ♦ L I I y Cn,lturt}tr.No+t3 TT )- s-I - r .. a Sari � » '/ �t,.E �N a,,.,J 4- DETAIL lei: Men depth of ma4ck hone strest ade to to of bot u less than r-1 V1w aced streets or � � 1% era � -- �• j VanatJs,l,st ej I,� =• '. _ :,': �� [1♦r7 s ad tw•r I,* p , �� S iai0.aa 1 _•-�-/ i.�.-�- z t t t t a d 1-f • - �- w1 u Per Wall W. The CaeTfr for t _ 1 I �- _�-. _ set ti S•etc,n r. - '•c -L- ' Y-1'tor a.td studs canstr�d laonc+�lf+ie shaft x shag bare IN 1 M _ �� .q.•N K orf t• r :«. ,•, ti-- -; rr*It » r Z; - - L f - -lee fee!r/. I M•111 eltltrsrd.lL " ,w•''Ci� ---- -- 0 .t - _ fan C4. a C _ r— oI on rvctirt shalt as Dotard 1A for de of•arrhrile.When diamct - s"�+ _� - - �-.�t K �Or y T - •t �r�t t '7 I i - 1 - - -- - ti 1 A are - . d = : 1 f� I � 1 1 i 4ss cenlK fyL of -J shall s►u!!bt located as t'idt L �. as eft- 1 s s 1 ( r- 1 - — trR 1 1 t s S TNIQWE.SS Of OEC!( shat r , � .t ,. ,'_�• 1 ( s'-' --7- e• I tl+et recess to t kd of ftOt sect. shall) be Ins titan lobate 8 ,. a7 1 , Isle �' f*""d pipe I - -f F r-•--0,--i F F- r•t ra.,..�,a ra,� • -s� .alues for F shoo, on thio alt. r.r `�. •*-tom--I t� .`rr�n 5 C I 1„N PLAN is r "'4"`d "'�+ An lite$rt,r•+o.ce>*ant �— All a,••I relntOleMr'f,e `� Cr�CSs E 6-REMORC1NG STEE_shad be rowel deformed I ar front t 5'r''c” a*Tono, r OF bars. ! alt l:ra of ctancrt a vtless shoat et!+er.ix. • v2"C,a e" (,SJ�sft etA sf#s.,l _ Ls elan os. . .. . , w G rear rum P LIG 1•- ,- dins r._ t _ Ca:CRETE E la►Z hs an]hoes R(able btiv+r. �. f�.•�'. -C PLAN SECTION B-B DETAIL N _ , �,i^%tGO 31►*etGrsde-7• Mw+t+f•ksrtt�oolrtr Alxor,bre Foveola, A-,t!S. -•�••'� Otle't T- CGt�CRETE seat! et 1w occartonct tilrt axe rout o1 Cealvatt Satu/:cefiorta, �r,eftno:*,1e�f eSf+oft no►sne.n) •-•. �.'• M lar X A.L . tCero,r•t • w Jam••' - .. f C :� • vl_ T M �r--=--� C�ta+trr x,14 nrdlr a• Sart Ne • f++P r 8 STEPS shah be >� afr �.♦ 1•'o c•+e cover ,.live r+arf sf.� rolyd, TJ•po x'ct sl fed thole 1� std efl orad axf,ortd Itai t1[}sti n the 3 of stivc?tare."ss � ter :r 1 . 1 I 1 st. f.t.e�,.�e �- SOetdre 51. ort 5Z I 1 6s' 1� _ O,q fio.3 2 itnernao Fdj- A 3320 . .•-. . •h•t ott,et*+x char.,tial f-3 an atnters. Tti io.est shad store re• ��. Y sa.ac� shall br >! be not fM 2-� f; rt?•rsetrr, = t-71a- MICROHLMED or E•;ool.) NOTES Far M . + r � V 1 oar+ tt tt • 1 a 2 %v2•�7�>,i� 17C're�e rertr� AlRsnat Fd'r.,4 rhttfa ( A-3 320 tX3 .� f.. �. lenoe. F„ „ ,,,,..atlnws _ A"r p+•iie 1 _ONCRETE for poured aniis s al1 be S; ��••"� =[ 9-RINGS.REDIKER.AND PPE far acus shaft shell be suW in cerAef+tteortar=4 rw or � _ 't TM.a � -likes 4 "'J neve* t +0 2 e w» (SttnottP) $60 0-3250. . t e 3-Efor urpa•w areas. Sent Gr&C 2-JOINTS shal1 be fi1led with cement lt,.n,:.a ,+� 10-STATIONS of asur�ta&s sfloee •- ' -:, .• an kyrorerwd$w �at:enter of slA Elrafons 36" 4;bfions Mf+K w arr4AW oar Colter.,*rinds per t d Ola,armor`r rer,,.slr rneH � � SNPfan Sia P+en312 '-'3• mortar and neatly pointed or wiped P'�wri 1n on inside of shaft. t1a•' DETAIL Y I I-FLOOR of mx4vk shall be steel-tro.tled w iw. l `�-!0 = �t Jnr mits /o ' of niers- '.` •-e tnma tt stllets Ao�+e tdpts3-COLLAR of cement rortar around (2 60aY of tnar�,olt shall be poured it ane Coretirr�on3 oparatiart,trcrpt Mat doe Conhadar sf►tii l►atnt ti+e oPt10H of s” o Cover frame shaI1 be omitted in �C f 3pT►�Yf��1If a C01eTSKt16tt 1T I a 6T�rtUC�Sa✓ 7aj, AQUA4 f•JQef of Inlet • � t -� • x�C' streetScock d 011 SLrCets and Irl paVCd 1- or pa.eA streets•A A T s►s 1/1GAT w ►►3- Z•2 (or V/,pAa4 TltroM7 F F '' 2o-eo,,,tetr+at:eK 4-tOkCRETE RINGS steali be of the uta S14. MAN}IOLE A /ildimensions shown and reinforced as :. _ - _ _-. MrKe 19 2) for slat ,�� ,a sag-a rata '�- shown hereon. 1 In+t n.2�dorm lore+ • ,t.,ten/ltt.../ S-STEPS shall; be step/shallund be placedrZed a ,r • ,. rtPfvtt •N — steel. TO:1 111E p0..1s { ► '. V f)he manhole cot y direct) beneath t e AbIJ: QF L � . Q �l ES FOR � o• YTwith le s extendin into wall of SECTION A•K-A I �' s I 9 9cuet J•5 I �,,,.. .�. S I l LliI---1---a--t-- charf n r di 1 1 nes. dth of all t O a iryt,r>„r,�-�. s SECTION a-A GENERAL NOTES, SECTION C-C stepsshallbe 112" between leg cen- r M rWgrf M(•n Sr-_.A•AOld 4e.3.91sn&setnetlots e,on 4••O',out mor as socrtasee of oars&,of Int£ngtr,�tr orovaee+nal tern. Except where shown otherwise, AirMI•c1..f ofM S."I"ttnotloss,EtonfM f ownWtt vocif,ed ono,nor IN reouetr WIWI btusta For M(,n Ser.C-C)set rr 1 _ 1�faP spacing of steps in shaft shall be 1 4r �.Lort;xL.snonee4%or""coMtr+.:s•snow.roM wiple oliolat. 1 '$" between centers. ALHAMBRA Fdy. .0 bars I �' M.S"llsnaloo•conttn.c.-Matta►S+itc-c OneOatolh.MnoaoonMfromstreetgreattetoOoftaaislttstnanj'•IOt/2�1o► YERT1CAL SECTION A-3320 of a ual•.- oevsesrrttsax 3'-6-lwrrtpevtd vela. 6-CENTRIFUGALLY SPUN UNITS ma be used tt• r1t 10 •a• A. to P M e toonaosoluro6m,of A't,Mw moues of P-Owd reevct M(tn StLC•Cl to 3•i~,1r etas. Ye e e rf� �t. . d UANHOLE SfiAFTd I r "t s at to over at the o tion of [he contractor, con- -1 f � � t.T sndl tt i ►or vats of rt va+o and tntwdi+t(S: t sr+o,t�t ,O a ea.s • pi �&' 'e etMr.ws1 Q hers sltti k fit )wars�M eddoe rw bars heel bt No.3 spoeed 18 are (. reel s�a11 of 3/t re aa.a+,tte crew aero onc,toree nee+est rno„5"sn era.ear+.of ant servetu►ta. w ss,rE S ,veto • forming to ipeciflootions forCentriI ' �( orclatfflta.r,,s'�ssnalleeploceal-. orctnttr SMR.as. sr.tsr.o:lotnotrnort,no,t'o8owentNOSeotrerslotofrt'onro»ftppc fuSal COnCfete P1peand t0 OC:Oi1C ,4ar,fo-Ono lost#snap of,/2rav,q do?*IWt4,stro.Qre ear• 1 1/2,cit x from fact of cancrt+e.o� W M L ter*aa S 6 s led on ortatrfit ax rw 0 barssI 15arae � on gheec 2. (i'r'('t � � per• s, retsor,s of w+w.r+a,ts sne.n nn 11„ar4.tt•M part opolr of ctnt,Itat of colt f. �• Lert�tb sbotft in talllt ar'for lenjest lot's.W1►tst aborter Mars sxe rt4ttIred.►end>N tart s. Roar et rwe►Aor. anal ea sate+-t.o.tM.Ierrwtettiel�r tllttti S i4nCt.eta+c•.,caacettxxc.esv+ortma,tests.at.4we2rt,ortolan4neoterpowt►taor..a•anteeasnoft -LENGTH of seC[iay be '0" P..0 10. for t4tltr s r . ..t manhole chart may be l '0 2'0 3'0na t 110 ea t st .00• s o t vac o 2- n n r� r 4 he o tlo of the co t ac 0 a t_ - o c Ptaarte n . , ,COV Itwt N � 1� awq/ s mc 1 t t a 2t0 -ant socaC oars. SEC'lON B-9s aoorv.o.. 'Aditcer,oar 4-C'v4 AOC10ew Serut.wt littt,trw.,ern snarletIncreased to i.0ttrtvmuf t.nsn M•1! Use Ste. or. PUP512.•tn�'oP.cisMgswr""M-t5 . 8-COVER shall have letter 0 in center. PAGE I OF 3 PAGE 2 Of 3 GE 3 OF 3 s/� PAGE I OF 3 PACONCRETE RINGSREDUMANHOLE A MANHOLE A �,�I C11r r.�.. i�l- �1tNHQLE A I - ►,r�,eAynser r230d9r 1J0t• PIPE FOR MANHOLE siAFT 8` METER-35 GR LESS) 5 2 2see. •et• (OUTLET DIA 5IQ• STAND ARD STANDARD city of rancho cucamonga D city of rancho cucamonga RAWING DRAWING 2 f-.r+fstw Nc20t•f Aee/t(CoW&'riot�Nw,nelt trete. alta terse rs 01 sAs1t M rtr+frntl tett her aloeAfnar,&ro Few•drr:A-1495 , ria 1 tttlttet qi K As,a�R �,�► testa 3 v aoorcv•e eauel. � hL tort a at KOTE<SfltN sirerieEeT' :. . 3. FOR L`PAWING ZNDEXr SEE SHEET G-2 o ,>< . fir.Ilit falel mad YFOR GENERxL NOTES LEGIDS 1w1idD � artttft �• _f ,tr >tJf M 1ri _ r•i J1IBBREVZATIOhS, SEE .BEET C 1. Afftr'•e11tvacs sirsbed to eatts>finTCWSS SECTIN OF 12»lttinI FINISHED CONCRETE 161�GPAVEMENT Reuse doll beWFwrsi cu+crds M r(Alhambra rdr.A-3320 • tsercr.ftIn:((1blSt+I►da¢ar Uelr.for joW it(tis ,r _•« ltab't .irtrds Or e s•Itof 0>w+ ►�, Tltelt -A( Earca •A rl �W U �1 ( t 'rA IEU \ W ,w •z l HALF SECT10'V ct'0 1— V) aF .� F C�1.V r REDUCER1 I- Q tZ _ (Iw sse at&CollinhySpam Contras ►spa li J> � DETAIL CNOTE YERTKAL:_CTION !�-CONCRETE COLLAR--TO BE FLUSH WITH FINISHED PAVEMENT. THE METROPOLITAN WATER DISTRICT OUS S60 3E o z5o . ,.C.U — MANHOLE%AFT NOTES OF _50UTHERN CALIFORNIA U v THE CONCRETE COLLAR SHALL BE CONSTRUCTED ALL AROUND THCW CETAII, C shall apply amen centrifugally spun concrete o D/STR/BUT/ON SYSTi'lw J c pipe and rings are used in manhole shaft. as per Note MANHOLE FRAME t3 COVER. ANO SHALL OE CONSTRUCTED UPON A �.CJZW A O 6 on Sheet 1 . FIRM AND UNYIELDING SUBGRADE SUBJECT TO INSPECTICN PRIOR TO ET/WANDA V 01'>,ITROL FACILlTY U TRANSVERSE REINFORCING STEEL for 36" centrifu all sun n4 Y P PLACEMENT. AND RE5ERVOIR V concrete pipe shall consist of coils of No. 2 rods W � spaced 4" c to a or closer. Cr CC LOADING TEST is •tot required for centrifugally spunconcrete pipe used for mrnhole %haft. CITY OF LENGTH of pipe sections for manhole shaft may be 1 '2". RANCHO CUCAMONGA 2'6" or 3' l0 3/4" at the option of the contractor.ADDITIONAL NOTES for OetalI C are shown on Sheet 1 of 2 STANDARD DERAILS zi __ � --�� r CONCRETE RINGS,REaUCER, PAGE 2OF 3 --- 3OF jDES1G"IED Z Q rjti� „ /� z/7.S� t- MANHOLE r RAME -� , REC0A4ME_NoE�w �. I� ;`�-�-�- & PIPE r OR MANHO HAFT s� ORAK N Ya c . t. �s� Rol. LES51 t.� 514L CHECKED�1 1 , •► : . 2»le ao1• COVER ADJUSTMENT Il.J - WORK CROERcO � N0. DATE 0W14. LKD. REVISION RcC. Aft? 140, 4-6250LOS ANGLES JAN. 1990 8-34645 FEB 2 2 ;m -�-�•- 01ErEF4CM POST AEORIXn M. $Islas Dw6.uo. WEEET /6 OF Nq3 tet' - SPECIFICATIONS NO. 1179 SHEET NO. C 71 STANDARD STANDARD STANDARD ' city of rancho cucamonga city of rancho cucamonga city of rancho,cucamonga city . of rancho cucamonga STANDARD DRAWING DRAWING DRAWING g DRAWING A (U A SIDEWALK TRANSITION TO DRIVE-APPROACH ► • Vn- `W' ° �g ��PAV E M E N T- --4 I f ' 6.5 o E . E t CURB 8r GUTTI: 'a .t.+ O r v r III ' 4) CM 'so C R V1' tt,Re uMt I ' I I t 1 o c v ^ -' - - DRIVE rr PARKWAY 24" 1 , 1 1 = e " ' LANDSCAPING APPROACH R uu-rel rr. SLOPE--•► ` \ \ ,`: I 'nom+ pa0+ sa / o �.. T T.C. ELEV. �\ 1 fl o w c '5 " 2% +��eet CURB LIM 1 1 a . e Grd. MAX w0- U3 . X Q do '�s"" t 6' t - � + 1-+ I %, .� j ; 1 :B•�:�• . ,' TRANSITION_) s . PAtlEMENT -R R �` � i 101MIN S7;-•T GRADE cc O H fe to • • '�• N / A f� , . " • • . . :���• • 1'4. »* ~� PAVEMTM �1EKT SI O E WA L K A ; Es c. A-A 4,- /aft A • a• it s . 8 .Q �R � ,1 I ' Q 6 -> 'r' .• a - cc TRA • , \ NSITION ::.. . t •� °`: 10 MIN D t ,r'e• . ��:• ��� zt� .�'�CURB d GUTTER---j- I -. MI It t t 1 •.; R=3.0':! I r 1 �: � �1 1 1 � •' . r--SIDEWALK�� CURB E GVTTER I f 1 v � � , •. NOTES: 1101'tOLITIiIC ' i �� f , , x I � SEC B R ��•-••` 2 % 1. Weakened plans joints shall be constructed not more than 10 feet apart. A B 0 o 2. All curbs shall be constructed in accordance with the latest clition of the 8" 14 8" 22 \ r A . C L'- STD. SPECS. FOR PUBLIC WORKS CONST. unless otherwise indicated. Q , w Z+ ` 12" 18" 9' 21 / ! �� , _" �v ei 1--- L _ :. . 3.0' `MIN NOTES / ' I �c arc a (71 40 tta c a N 0 «+ i s DESIGN NOTES: 1. To be used wAeneve• the flow lint gradient Is Isss than .60=. _ � •r a .- a 1 c „ c 1 . Maximum sidewalk slope shall not exceed 1011, regardless of street grade. * S"C.f. MAY BE uSEO wrTH APPROVAL OF CITY ENGINEER 1 moi. C >1 . Weakened plane points shall be constructed not more than 10 feet avert. I I 1 >oo q '^ a 2. The slope differential between the street grade and sidewalk transition shall not 3. All curbs shall be constructed In accordance with the latest edition of the I 1 ! t o � N exceed 2:. f ucv+c Ac STD. SPECS. FnR PUBLIC WORKS CONST. unless otherwise indicated. 1t I I 1 L '° , %A N 4 W 3. Siacwalk adjacent to curbs should only take place at street intersections and M h. Place 3/6" dowel pins at all expansion joints when flow line grade is lass t � ( w Cu M / x designated Bus Stops. q a on than 0.40;. Minimum of 4 \ I , � L. E � 4.& 4. Any sidewalk constructed adjacent to curb shall be a minimum of 6 feet wide. co ^ x v+ ou N %` �\ / r = �a = L H 5. Any sidewalk constructed within 21 feet of back of curb shall join to back of curb. �` ,:..' `N 6. Sidewalk grade breaks of greater than 3: require a minimum Fourty foot vertical m curve design. All yra0o brooks from 0.25•/. to 2.99•/. require o mntmum Ton toot vertical curve. o: y 0/ Ly > ;-Ai y CL CURB ONLY CURB 9 GUTTER SHEET I OF 2 / _ SHEEi 2 O 2 NCe F. 301 z 1� CURVILINEAR SIDEWALK 30b C F. � / 2CGUTT R CURVILINEAR SIDEWALK 04 ITYE iNEER RCECT � NE RCE2� 3899 DAT . • I • I city of rancho cucamonga STANDARD DRAWING city of rancho cucamonga STANDARD STANDARD DRAWING city of rancho cucamonga DRAWING EXAMPLE Of --IMCATE3 CONSI+N,OF NON-CONTIGUOUS # WEAKEWD PLANE JDIMTS. SIDEWALK OOTH1 SIOEWALK,CCUURB4GUTTRS RTER. « " I « NOTES t as$. R/ O.S0'min W-� -. I 1. FOR DRAWING INDEX, EEE SHEET G-2 I 1 I I , EXAMPLE OF : WEAKENED PLANE RA 1 I E I S-W I �R CONTIGUOUS R IR 2. FOR GENERAL NOTES, LEGENDS AND 4'M IN. I ( SIDEWALK JOINT 1 SCF I 1 0"CF I sm ABBREVIATIONS, SEE SHEET C-1. 1 -i- -- - - -- --+- SCORE E 4'R A ROUNDED RAD I `�MIN i P m RADIAL medwm broom B'R I 1 COLO JOM A/4"LIP I 1 GUTTER CURE END CUTOFF I I UTILITY OR� EXIST. A. gg Tcunt OBSTRUCTION W �•-•--"W"WIDTH Of DRIVE■ 35'MIN TO SO' MAX �--� NOT FLUSH TQSWSECTION 8" A.C. BERM Q tiQT [R - 17 renovol limits ron"ol I'mlit • , eves .erne.o M �■ r watt reo.rvu onosr was wwww VIM S ,0 AP0'�rr AM N 0 T E S 4 r.so r• its" AT VWVOL& / e" s so MIN 4'IN 1 . CONCRETE SHALL BE CLASS 520-C-2500 PER SECTION 201 OF STANDARD SPECIFICATIONS yNOTES: rs%ms. R WITH TYPE 2 CURING COMPOUND. Q�pFESS/p�, i96R�� 3X4 SECTION "A,A" "u 1 4" Ft}- -1" . Bermshall bconstructed Class C2 asphalt �� ae consruceof concrete. Gt 2• CONCRETE SHALL BE 4" THICK. 1B I W '[IttnrHne" S .`' I 3• SCORE LINES AND WEAKENED PLANE JOINTS SHAH BE AS INDICATED ON 2. Paint binder shall be placed on existing asphalt concrete pavement U vi Y SECTION ~0-9" DRAWING ABOVE. prior to the installation of the berm. Exp,�j 1 * { Z CIVI a = NOTES: 4. DRIVE APPROACHES MAY BE ALLOWED IN TRANSITION AREA. 9lFOF CA1.1����`� N U W = 35' min. • 50' max. total W not to exceed 409' of LOT FRONTAGE Q Z R • a'MIN to 20'MAX 5. S-W = 4' M IN I Mum; 5' ADJACENT TO WALL; 6' ADJACENT TO CURB. _ ASPHALT CONCRETE � J z > 0 S-W " 4' min. . 5' adj . to wa l 1 , 6' adj . to curb. 4' 441.to In wlk obstructions. 6. RAD, = P RAD2 = P + S W P 2 2.8' ,Z l7 s1'l 313 i � V See Still. 311. A�►�«r. rc.. 23.8.[ #06 BERM THE METROPOLITAN WATER DISTRICT O 1 . All drive approaches shall be constructed in accordance with the latest { OF SOUTHERN CALIFORNIA j O edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION . L) 0 W , DISTR/BUT/ON SYSTEM Z w 0 2. When installing a D.A. where curb and gutter exist, the entire curb and gutter SIDEWALK CONSTRUCTION ET/WANDA CONTROL FACILITY o O Shall be removed. AND RESERVOIR � Z �� STANDARD TRANSITION , (/) V 3. 12%. MAX DIFFERENCE BETWEEN DRIVEWAY RAMP AND THE SLOPE OF A LINE PROJECTED BETWEEN "rY� 1ef r. c... o r• 0 m THE GUTTER AND A POINT ON THE ROADWAY S FEET FROM THE••GUTTER LINE. REDUCE DRIVEWAY � � �' RAMP SLOPE WHERE REOUIRED. C/TY OF RANCHO CUCAMONGA f' N w W STANDA,A?D DETAILS j �' DRIVE APPROACH & SIDEWK. DES/GNEO_ S:� RECOMMENDE CHECKED Z w �7 Jnr DRAWN �`�` APPROVED `-' J � r ►.�.. ,,... - COMMERCIAL INDUSTRIAL QI 6-7-91 RC REVISED DIA. a t, WORK ORDER I,, CALLOUT O I O a` N0. DATE OWN. CKD. REVISION REC. APP. Ivo. 4-6290 LOS ANGELES JAN. 1990 B-34646 l.. 1 MICROFILMED FEB 2 2 1990 ,!^ 4y :1H CH COST REORDER NO. 116743 DWrZW• / ���� / OrC �� __ . SPECIFICATION NOS 1209 SHEET NO . G-1 - .P.T. Co. � s„t•� voe ZIZ 0 IsASE LIME �' AVE. U U s +♦ CAS' r IC A Ell R u W W «AAY s.i i 1 > W , �, , C/T Y Of «� 1 FONTANA t \ + ET/WANDA CONTROL FAC/L/Tr IAND RESERVOIR P� ��(� �; CQ '+�t •' L- FOOTHILL C/7 Y OF W � RANCHO CUCAMONGA > > ✓osEPN ✓ENsiw FILTRATION PLANT ^ A Le •'\ ARROW R..� NY. .. SAN Q� o x REs. , c •yf'-�,._PERNANDO f.r. WrrMOVTN MEMORIAL S/LVERw000 Y W � ,3 r FILTRATION PLANT 10 LAKE = J WHITTRAM AVE. sIt K � o cam£ H 41I- • 1 EMERGENC rRVOlR W ,+• � = EMERGENCY DISCHARGE CONDO/T DISCHARGE r - ,FAN tABRI�L W RES. Iw,I (� Q DEVIL CANYON (SEE V/C/N/TY P, �4P HEREON) ��p _ Z % POWER PLANT W CONDO/T �w N BUR ANK —1 MORRIS Qjr f �' (D.W.R.) r RES. W I- e a H • • LIVE A m . -- ' :• Er/WANDA .. REs. 1---- •� i PIPELINE A A E rooMu♦ 'APCINO #4' If A / 0 C FRES. W RES. d Q M / •r ac UPPER FEEOEr4 `LENOAL • .� >. A MARIN > Y V n° ficKr. Le Vero? �} � •' . be.M,�c e�vo. � �Son sernord/no ti = SANfE R£S i RES u . Z TA .. 8E`IERLY rAcctr • t —~'•� � � eERNAno No ._.. - HILLS � '* RFs POMONA SAN BERNARDINO C_O._ � TH ST. SAN tfERNAR01N0 AVE. - • wu�loM ewe. RIVL=RSIDE SANTA Moi rem �•• GARVEY rporr, 1 l — — ' t L SANTA c �' ,� RFS. 1+• Rry ro i — c MONICA Q i ; OS ANGELES `� pMOMA mos it — - 3 i G W t U 0t 0wNr tD RS T. B. D/EMER VALLE7 eLVO. e •"I• . r • Ri�ryeid• G • FILTRATION PLANT ♦ ., ORANGE _ c� AOUEDUC� (1 O) �I•� o CQ RES. • -4 f '.� s. N r ,o • alt•° RIVER as. HENRY ✓. Am( - J,f eres ` /RADO f/LTRAT/ON PLANt I . Lind# RES. '' SWNW ERNARI)INO FRWY. MP'ON s c RIVER00 v •tir • orwrms/O ARtf A er ULL R N ow LAKE FERRIS / I , FCOLORA00 �[ / R.daneb TORRA1vC •�, � • ♦ ~� ABeach NAHE.IrI ��,L - ' �.. _. r o/to C. LAKE AMI ♦vc ATHEWs l1 v i •c a Y Qs .o rwr. - PALOS +� LONG *AND t,� • r ♦ —� O EACH Rovt TIA I YERGE • : siw ao M MI •'• vicin� i r Y MAP Z RES. Q RES. 1 BeocA J6 ` SANTA '�h. o• � •� A N A N � R.R.- L CYN. ' RES. , � HEMEr DRAW I NG INDEX c•�1 ti�1 Q • Y 7- RE.. I 0 t LAKE i e }. L t b ELS/MORE v I I ri ten SAN OU/RIES.DRAWING TITLE SHFET DRAWING T[ LE r+`• st J� I IR r� w 1 f LX/NNcR N0. N0. N0. N0. LAKE S _-_ ` L--7I % % ,", (`� a ROBERT A.$&AfAlfR I 't FILTRATION PL ANT AND GENERAL STRUCTURAL_ .O 1 , ' EXPANSION I NO. 2 - - I G 1 B 359. 4 GENERAL LOCATION, AND VICTNITY S- 1 B-35993 30X CONDUIT - SCHEDULE. AND &each KE MAPS. AND DRAWING INDEX SECS-IONS LA I I G-2 8-35975 GENERAL NOTES, S. LEGEND, ANI' 1 Q % � , - .5lCONDUIT DETAILS � M/SC. DETA/LS ABBREVIATION r DE CO S•3 ER _ B 35995 tv �c 60 DOUBLE BOX CONDUIT - � R ._ ------- I � CO. W I CIVIL , PMIS AND SECTIONS � C� `!' p� SAN DIEGO � CO ' Cj •S V ti t�t C-1 8-35976 PLAN AND PROFILE TYPICk. 41-P oZ uj STA. 14.00 TO Z STA. 2400 dI T-1 B-35996 TYPICAL SUPPORTS S FO R CROSS Q v C-2 8-35977 ?LAN AND PROFILE CONDUITS. REMODELING DETAI L.5, I I ' �. oQ�p�E LSIp/,q� Z v STA. 24.00 TO STA. 32.00 AND HOUSc- CONNECT TONS 5e� `�'�� C) ob Q C-3 B-35978 PLAN AND PROFILE Q-) z STA. 32.00 TO STA. 39�0�0 REFERENCE DRAWINGS ' - Exp. O C 4 8-35979 PLAN AND PROFILE B-35997 DAY K CHANNEL Civ - ZO o STA. 39.00 TO STA. 46.00 PLAN & PROFILE ,r CA v C-5 B-35.980 PLAN AND PROFILE STA. 187.00 TO STA. 197.00 _+ STA. 4600 TO STA. 51.02.02 B-35998 DAY CREEK CHANNEL THE MET R O PO L 1 T AN WATER DISTRICT � � Q STRUCTURAL PLANS C-6 B-35981 PLANS, SECTIONS. AND DETAILS DOUBLE R.C. BOX 0 5 to 15 20 M 1 LES OF SOUTHERN CALIFORNIA SECTIONS AND. DETAILS DISTRIBUTION SYSTEM cv �-7 8-35982 JUNCTION STRUCTURE PROFILES DISCHARGE CONDUIT • B-34623 EMERGENCY DISCHARGE CONDUIT - EMERGENCY DISC W C- � B-35983 SEWER RELOCATION STA. 8.00 TO 14.00 - LEG EN 0 ETIWANDA CONTROL FACILITY PROFILE AND DETAILS PLAN AND PROF.'_E AND RESERVOIR C-9 B--35984 TYPICAL MANHOLE- TONNE!5 .� ..�"'■ �".r � I 8-72962 OUTLET STRUCTURE ' v PLAN, SECT IONS. AND DETAILS SECTIONS SHEET 4 P;P E L(NES E, CANALS Gr—'NERAL LOCATION. AND V l Cl N T C-1 C 8-35'985 PLAN, PROF I LE DETAIL AND SECTIONS MAPS, AND DRAWING INDEX W - I C-I1 L9 35986 LOS ANGELES CGUNTY Q� FI.00L� CONTROL DISTRICT ORA --1 DES I GNEG A � � SRECOMME�dDE �� ' DRAWN ,es Q APPROVED STANDARD OR •KINGS CHECKED ,•. B . 4, - i- - - E.C. s Bu// c� 2 A �, /Z /8 92 Y � Q I _;. V�ORK ORDER _ , F A 1991 L, C-r - LOS ANG. ...ES MAR. 9% o� 2 B-�_ 987 nItSCELLANtOUS STAhD4RD DRAWINGS NO. DATE OWE`�C/c0 REV I SI GN 'REC. APP. No. T-0728 _ � B /• .LML k - SPECIFICATIONS NO . 1209 SHEET NO . G - 2 CIVIL ABBREVIATIONS LEGEND AND ABBREVIATIONS LEGEND AND ABBREVIATIONS GENERAL NOTES STA. CENTERLINE STATION 1 F TOP OF SLOPE /-)PP EXISTING POWER POLE 1. FOR DRAWING INDEX AND REFERENCE DRAWINGS, SEE SHEET G-1. . C.L. OR CENTERLINE TOE OF SLOPE R RADIUS 0 PP POWER POLE 2. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED. 0 DEFLECTION ANGLE TOP OF SLOPE SBM BENCH MARK 3. BENCHMARK T TANGENT LENGTH L CURVE LENGTH v v TOE OF SLOPE FONTANA, 4.9 MILES WEST OF, FROM THE INTERSECTION OF ARROW HIGHWAY PROTECTIVE POST LT. LEFT OF CENTERLINE —X X X X X X— HOG WIRE FENCE AND ETIWANDA AVE., 0.1 MILE EAST OF CENTERLINE OF ETIWANDA AVE. AND RT. RIGHT OF CENTERLINE REMOVE TREES 400 FEET NORTH OF ARROW HIGHWAY. AT THE NORTHEAST CONCRETE INV. INVERT -X X X X- BARBED WIRE FENCE 0 FOOTING OF HIGH VOLTAGE TOWER NO. 23/2. A 1 % INCH BRASS DISK SET, TYP. TYPICAL —X X— CHAIN LINK FENCE 3.4 FEET ABOVE SURFACE STAMPED "MWD BM E-111986." EL. ELEVATION INSTALLED STREET LIGHT ELEVATION 1155.968 F.L. FLOW LINE ELEVATION —X X X— EXISTING FENCE F.G. FINISHED GRADE 0 CB EXISTING STREET LIGHT S SLOPE CATCH BASIN BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE - B DISTRIBUTION BOX — -MAX. MAXIMUM _ PIPELINES AND CONDUITS MIN. MINIMUM - - - -•- - - CMP CORRUGATED METAL PIPE 1375 FINISHED CONTOUR A SECTION OR DETAIL IDENTIFICATION I.D. INSIDE DIAMETER --1600 -- EXISTING CONTOUR S - 5 S - 7 o.D. OUTSIDE DIAMETER CROSS REFERENCE DWG. DRAWING (1600) EXISTING ELEVATION SHT. SHEET N 527.50 DRAWING ON WHICH SECTION F.B. FIELD BOOK E 349.25 PLANT COORDINATES OR DETAIL APPEARS p PAGE NUMBER, POST, OR SIGN N 639,650 CALIFORNIA COORDINATE SYSTEM ZONE 6 SCH. SCHEDULE E 1,675,375 VPI VERTICAL POINT OF INTERSECTION FH FIRE HYDRANT, VALVE, AND CURB BOX P.1. POINT OF INTERSECTION V.C. VERTICAL CURVE OSMH SEWER MANHOLE X XXX DISTRICT FURNISHED EQUIPMENT R/W RIGHT OF WAY MH MANHOLE H.P. HIGH POINT P.C.C. PORTLAND CEMENT CONCRETE CO CLEANOUT � VAR. VARIES 0EMH ELECTRICAL MANHOLE PVMT. PAVEMENT HORIZ. HORIZONTAL ELECTRICAL AND TELEPHONE VERT. VERTICAL MANHOLE AND HANDHOLE B.C. BEGIN CURVE E.C. END CURVE ED EB ELECTRICAL BOX P.S. PRESTRESSED CONCRETE PIPE aEV ELECTRICAL VAULT R.C.P. REINFORCED CONCRETE PIPE PERM. PERMANENT 13 WATER VALVE CONST. CONSTRUCTION 0 W WATER METER N.T.S. NOT TO SCALE DIA. DIAMETER O.C. � GUIDE MARKER .C. ON CENTER A.B. AGGREGATE BASE W WATER LINE LF LINEAL FEET o: G NATURAL GAS LINE ,�, CL-2 CLASS 2 Q PVC POLYVINYL CHLORIDE PLASTIC PIPE E ELECTRICAL DUCT BANK OR CABLES P.C. POINT OF CURVATURE P.T. POINT OF TANGENCY T TELEPHONE DUCT BANK P.O.T. POINT ON TANGENT D DRAIN LINE TOW TOP OF WALL �oQ�pF ES C/py�l HH HAND HOLE SS SANITARY SEWER LINE TC TOP OF CURB } o. 27583 m FG FINISHED GRADE SD STORM DRAIN LINE Lr— Exp EP EDGE OF PAVEMENT `p V) CIV1\- 30-12,,-A LINE DESIGNATION OF CA��FpQ`�� U w FL FLOW LINE AC ASPHALT CONCRETE FLOW LINE OR GRADE TO DRAIN LINE CONSTRUCTED AS SHOWN U Y J � B.O.P. BOTTOM OF PIPE COMPLETION DATE : 7-13-92 �, - DAYLIGHT CUT OR FILL THE METROPOLITAN WATER DISTRICT Z z > = TB TRAFFIC BOX OF SOUTHERN CALIFORNIA E.S. EACH SIDE Q39 TEST HOLE Q DISTRIBUTION SYSTEM Z J o v.c.P. VITRIFIED CLAY PIPE EMERGENCY DISCHARGE CONDUIT o w Q CCWD CUCAMONGA COUNTY WATER DISTRICT UTILITY POLE ETIWANDA CONTROL FACILITY 0 z FOD FIBER OPTIC DUCT D RESERVOIR o GM GAS METER ckf p IWL INDUSTRIAL WASTE LINE GENERAL NOTES U > = MWD METROPOLITAN WATER DISTRICT LEGEND AND ABBREVIATIONS j w SCE SOUTHERN CALIFORNIA EDISON I :2 GTE GENERAL TELEPHONE AND ELECTRIC COMPANY DESIGNED AM W DRAWN �5 RECOMMEN Q V) D.I.P. DUCTILE IRON PIPE I CHECKED RMA, APPROVED z wH.P.G. HIGH PRESSURE GAS U -i WORK ORDER LOS ANGELES MAR. 1991 B- 35975 Of w NO. DATE DWN. ' CKD. REVISION REC. APP. NO. 4-6728 o Of DWS. NO • 144A ti h�ce-t- 2.3 c+ 4 3 W . l AEM I I-- + - REVISION COORDINATION CHECK • ORIGINA MECH. STRUCT. ELEC. CIVIL SPECS. EATERELEASE / rl' /9- 9/ COORDIN� ION CHECK Gtr it- � .+. .+{ I i i i! t,.+t,_., + +.+.. {++.t +}r,«+t,..•1- Mt++,_ -.r+-.a .t I 1 +,++ I ZL I x ru +.+ j.+,+_.,r4 -++-+++-.+}+. _.+. .�.... .}. .:.. t,+«t. +f-•+t't-f+ t lJ} `� \ X 0) I x_ \ \ 1 }; �� _}.�.-. 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BERM _ —_--__— PER C/T Y STD. 3/.' 2 a } N 3 6 55 0 55.0 s s C-6 vETA/L / T YPE "L" MARKER 55-13 55./3 N. Ts. C-6 PER CITY STD. Q 6'- 0" ,#4 LF=, 6'" Ty/Cir RETA//V/N6 WAL L M N N DES/LT/NG /NL E T PLAN 4 NT.S C-6 C-4 DRAIN INLET PLAN 5 �TyP N. T. S. C-6 C-. �� ,j. (D•�rn 2:/ to t�flylIGtIT / N 2:/ 7V XVUC11 / RI 12 -0 0 0 i #4 REBAR (TYP.) -CL—IL—Cl.. io 1.5 0 0 o WELDED (TYP. TYP. CONSTRUCT CONCRETE \ 3 A.C. PAVEMENT 2" STEEL STRAP COLLAR PER L.4.C.F. C.D. /2" 3 STD. 2-D393 " SEE C-// O O O W/TH B D/A. CONNECTOR CDrt/�7P610T C'GWC'PETE SLOPE SHOWN ON PROFILE C.M.P. R/SER O O O O 00U-,Qe �P L98rOP SEE C-7 I 2/� 0 HOLES /2" O. C. STD. 2- 9313 ° • ; 10010 MIN. O O AND STA GGERED (TYP.1 5EE C-// ~x ~X STANDA,PQ „ � EE r /N Wti��ETE LA� TEE /N�G� )V 4969/rU 6 . ( E PAF/L� 6 TRASH RACK DE TA/L 2 k5 /0� N. T. S. C-6 '; • '.�: 'd• (1, � /yP 9617-0 Z AR/POGY f/`Yl! i2 °% e •°. SECTION A A ST�PEET SURFA CC (o N. TS. C-6 RIM EL EVATION SHOWN ON PROFILE TYPE "L"MARKER SECTION C PER CITY STD. 403 C-6 j STORiYI D/;A/N ( N. TS. C-6 2�/ SLOPE B"A.C. BERM /Qa0 I - � @ /6*OLS NO TE: TO DAn./GHT PER C/T Y STD. 3/3 ;:1 /6-5 - h'1. P /. CITY STD. REFERS TO CITY OF STRA/GHT GRADE TO I �O RANCHO CUCAMONGA OWGS. #4P IB~O.C� yD.P/l ofEss, EDGE OF PAvEMEN T p / No. 27583 3 A.C. PAVEMENT N, % / o 0 • * Exp. - * zRucr N Y s� /O: / 70 9WVZ1 P7* I v (L = 2"DIA. HOL ES /2"0.C. rr _ _ --— eeo F F A��FOQ` SAFETYy 3 C _—— —_ ___ UAL FTEI�I�� CONSTRUC TED AS SHOWN dL AND STAGGERED 36"x 36x24 STANDARD C.M.P. TEE .j�� v ` ; o (TYPICAL) SET /N CONCRETE TROWEL /NS/DE TO DRAIN COMPLETION DATE: 7-13-92 Q o � Q � , � r/ THE METROPOLITAN O SOUTHERN CALIFORNIA DISTRICT F : Z O „� RED MEAD FASTE�/E,P (OR Z 0 2 0 A' C�5 2 A,oA�I/ED EQUAL) C� IB" DISTR/BU TION srsTEM c I W o AND 0TAGta'E,PED (TSP) Qj N TTO/YI A�t/D EMERGENCY DISCHARGE CONDUIT ALD DE TA/L 3 0 0 807H E�tIL� 5Ei 3 ETIWANDA CONTROL FACILITY U 6" 6 N N. T. S. C-6 Q v a: z z o o. ::, °. . ' • • NOTE AND RESERVOIR N N D. p :: ;o. ' ♦ p. PROTECT /N PLACE TIE ALL STEEL AND MAINTAIN 2" COVER PLANS, SECT/ONS AND DETAIL S I W W W CC. 2 � b W DESIGNED ail a Q z SEC TION B SEC T/ON D DRAWN- Z CHECKED APPROVED D � \ _j N. T.S. C- 6 N. T. S. C-6 / 12.22-91 ' a� ro B' G.as oiM s. ,�1 WORKORDEit Ll n LOS AMGELES MAR. 199! B-35Q8/ NO. DATE DWN. CKD. REVISION RFC. APP. NO. 4-6 728 a _ SPECIFICATIONS NO 1209 SHEET NO. C- 7 c DRAIN INLET h SEE 5 TOP OF RIM C-6 EL. //56.50 m .0 o EL. "S" A236"GAS ' ii n. 71 9" T.O.P. EL. //53. 76 BRICK AND CONCRETE o :.. :. • .o : :: 9::'. 2-0393 2 B"GAS TO WATER T/GHT ° C -// 5 -3 T.O.P. EL. 1151. 07 2 ✓UNCTION ✓UNCTION 2-DI891 STRUCTURE C - /2 STRUCTURE C-12 :a. d: �. UNDISTURBED EARTH II Az 2i S"°•0268 - JUNCT/ON STRUCTURE PROFILE EL. S EL. R S- ° ,363a ii ii a a 11 FOR L A TERAL S A B AND C 1144.25ZZ /NVER T SEE TABLE HEREON C- 7 C-/, C-2 0 2 .• ; 5.. //45.00 EL. Q UNDISTURBED EARTH Q 36"CMF C 2 /5'f L.F 36"R.C.P. 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S � z O a Z A 22 t 32. 15 24" 4 ' //48.87 //48.67 - o ° THE METROPOLITAN WATER DISTRICT B 23174./5 24" 4' //48. 70 //48.50 CALIFORNIA O Z o p•: . 0F SOUTHERN w o a.:• • ° C 26t75. /5 2 24" 4' //48. /8 //47. 98 DISTRIBUTION SYSTEM z w i o D 33 +04.93 //39. 77 36" 4' //42.29 1/4/. 74 2 EMERGENCY DISCHARGE CONDUIT T 0 o v E 40 t 20.25 //38.60 24" 4 • //40. 54 //40.00 E T/WA NDA CONTROL FACILITY LLJ F 4019/. 97 //38. 45 24 4 //40.54 //40.00 AND RESER VO/R PROFILE FOR LATERALS "E "AND "F " 4 U SEE TABLE HEREON C-7 C-4 JUNCTION STRUCTURE PROFILES w NOTE: 3 /2-/8-92 Y.E.C. BG. As-Buy/f jRe DESIGNED kt 660 J EX/STING UTILITY LINES SHOWN j RECOMMENDED z a ARE AT LATERAL "F" ONLY 2. �2-22 9 MS � DELE E0 PROFILE UTS ►�,,,� DRAWN J.L. - w a W Q 5'8"91 R.C. 4� C1,14 REFER. Y q CHECKEDRKM Fr 0110",, CALLO(/TS A� WORK ORDER 0 c NO. DATE DWN. CKD. REVISION REC. APP. No. 4- 6728 LOS ANGELES MAR. 1991 8-35982 (�C.�)�. Jam; • ( �}C}� `�����-► � o_t ` DETERlCH POST REORDER NO. 122359 SPEC I F I CAT/ 0 N N 0 . 1209 SHEET N 0 . C - 8 . = Is• 1 ARROW ! I YY Y 2 g V.C.P. WYE SADDLE ' tee,I •-' • •. . ' • PER CCWD ��'� •� •' '' • Ae Z STD. DWG. 17 �v� �•' � Q SHELF CL ie EXISTING 1 W .`� a I I STREET R/W Sr-WER MANHOLE � I •>. = _-- • - I • V) ARROW • • .• ARROW HWY.STA 50-222 7 .;S ' ' ••. W o . I I •:• / W RIM EU :w164.95 ;� � wAn � ... '• ' 'l � , ;-. , . 1 ! I IASEAETE cn - 1168 I �— " .� arc •. •, e 2�n d VI �_ I � 1/4 PER FT. SLOPE � a �W in , MANHOLE' CONSTRUCT 70 PROPERTY LINE "� _ 1 •� �'� s� �-o 30 1 zN''tNH PER CCWD STD.DWG./6 � � �� W� ��. ,-W a�o„W TRENCH WIDTH � ZN.$ I ' II o ,� �, I I - �W� � it z,-'. IoW 5' SEE NOTES 1.2.AND 3 "'W 416 x Ito u5 111c F. !i . � C 11164 � //W/7,a WIDTH ! � w� .o4.. ►"-Q YARIABLE h W IIn I I Qom- co AiW .i J J EXISTING SEWER I I c~n 1'z W rn I I _ G �� c- tom . u s MANHOLE 113 I I CC W <p ` W< ' C ARROW HWY. I I ! I `o e" v.c.P WYE q• ' � _�°` �:;: •_ � _ VERTICAL PIPE SHALL ,., -x,,,W .. STA 5x24.4 i i INV 11 5.6 �' II SADDLE 1 1F !RACED WHILE BACK- o -1000 �.� I2'LT ! S • OT/. I I NOTES: I flLunG TRENCH. <� . . SEE SHT. T-1 1 W1 - •' TO BF. - REMOVED I i W 91, II56 I 1. LOCATE LADDER ON `_ BY CCWD i I oya I I06 UP�7REAM SIDE. 00 '°'I EL / �� /�• 3�.�. � PER PLAN �o N SEE NOTE 5 E:T 7 I ` // /// 2 CONCRETE SUPPORT COLLAR W ��' ` z =_ :;. '` ';•' : u 1152 Z , . . �1 FOR MANHOLE T • ••.'• .•. : • OLE IS NO NECESSARY. i t1• ''• CONCRETE LASE i _ :• •i ww 4 MANHOLE TO BE LOCATED ; ; sew ER MA 1 h gid•}— _ '• '< I IN A LANDSCAPED ARE., - i W o 1148 . J. MANHOLE. RIM SHOULD BE PIPE SUIGRADE DEEP LATERAL MAY BE USED FOR �� ADJUSTING N� N I > 10' OR GREATER SEWER DEPTH. "' RINGS AS 32 12 16 24 32 R OiR E RINGS I W I 12'X /2'R.C.BOX ,� 1e xAX. CCWD STD.OWG.l6 REQUIRED 1 1 i0 MAKE UP REvU�REJ Dr=PTti $= , ° 3` TO 6' ABOVE FINISHED N oo Q EMERGENCY DISCHARGE o I 2 VER/FY PO/NT CONDUIT ;RADE. STD.DwG STD.DwG 114. 4 SEE SHEET C-1 CUCAMONGA COUNTY WATER DISTRICT DEEP CUT SEWER LATERAL 16 CUCAMONGA COUNTtWALER DISTRICT MANHOLE 18 4. CONTRACTOR TO VERB-7 4' EXISTING INVERT. ELEVATION . ' . S 114AND NOTIFY CCWD ENGINEER O OF ANY DISCREPANCIES. EXISTING 30" SEWER KWU �►IR INV.EL 11471 N SEF NOTE 4 5. .CCWD WILL INSTALL JO*SEWER. O I 1 J WITI, WYE CONNECTION r0 W INSTALL 133 L.F. 8" V•C.P. EXISTING 6"LATERAL PLUG ANDA *T� &02"1 ( ' v BACKFILL- W/TH SAND ABANDON 6p WYE IN PLACE. 2 :• � W ! TO SPRINGL INE 1 v6. ALL AFFECTED PUBLIC AND A/ cLYERt GROUT u2L INSTALL 36 L.F. 8"D./.? PRIVATE WATER SYSTEMS o o i 2 L 42 L.F. B. 'D./.P. SHA L L - BE RECONNEC TED v AND/OR RELOCATED AS REMOVE PORTIONS' OF 6"UCP AS REQUIRED REQUIRED, ��GoGA l0✓q�ti , V PLUG AND ABANDON MIDDLE PORTION ;2 wiRt 11ttM�T. CONTRACTOR TO REPLACE EXISTING .: A#ouMe rlrE 7563� ; , , .. cc Q 2 6" LATERAL WITH 8" LATERAL /23 O ? ' PRIOR TO INSTALLING MANHOLE �?' STANDARD YTc aoo�t * Exp. V to o sf C 1 v 0.- l �) w `���. EPDXT WYE TO HAIR OVER DISCHARGE CONDUIT. • �lFOF CA����� S= o `� 12"MINIMUM CLEARANCE BETWEEN'. , ; PER MMENMARUATION&. , -SEWER RELOCA�-ION PROF/LE �'� .� `:� R[CDM.EIIDAtIDRJ<. CONSTRUCTED AS SHOWN Q cn C.L. OF NEW 8 V.C.P. WYE SADDLE .. ... f COMPL E TION DATE. 7-/3 92 �,]-,S, AND C.L. OF EXISTING 6" WYE OR • OEt•ER MAIN CEMENT AINGROUT AR ACO THE METROPOLITAN . WATER D/ STRl CT c, 30 PIPE JOINT IS REQUIRED. I ca+lEi�ctic,l". AMO UODIL OF SOUTHERN CALIFORNIA DISTRIBUTION SYSTEM Lai CUCAMONGA COUNTY WATER DISTRICT V.GP WYE SADDLE `17 EMERGENCY DISCHARGE CONDUIT ETIWANDA CONTROL FACILITY DATE APPROVED AND RESERVOIR BY SEWER RELOCATION PROFILE v MANAGE OF ENG! RING AND DETAILS J CUCAMONGA COUNTY WATER DISTRICT DES/ GNED 4m. RECOMMENDED /2�c`�9/ (.*. "OED OETA/L C'G.4LL06/l,5 , DRAWN AM,,. ENGINEER.16 DEPARTMENT RFY sr&fR xvv^N.1fENT. APPROVED �Q 4, 9641 SAN BERNARDINO ROAD, CUCAMONGA. Ca 91130 �- _ �ooEo orE 6_PER_ CHECKED aKM J 0 5-8-91 RC �� ccwoDER �r WORK OR ., (714) 987-2591 LOS ANGELES MAR. 1991 B-35983 o� NO. DATE DWN. CKD. REVISION REC. APP. No. 4-£728 IIY ltr, 4 , - L2CCWDW. O.. 4455 (SIG THREE) 0F1LuE� 91 —S13—t , CD —II7 - - SPECIFICATIONS N0. 1209 SHEET N0. C -9 Y IV4 VNOL E COVI-R, ,t .3 0" !, D . M.H, x STRE•E•T .TYPE - SS r LAWR�NVAC&7-5 A lv w TIS L oc Kl AI 4 DFVrcE f'IJR� 1SHED Br D/STR/CT F/N/SAIED GRADE J Fo 2 /,USTAL L Q T/DSU 1 8 SFE 2 . �LO �� y, • , '�1. 4- �u�-- 9QItof��oCxr9� CCO Ow�t/DTU/NI T F AC 9 Ir ( r` .• ' .' •a. , . v,. ' 4Q4o R 4M✓NODI,V C Tf /11 t/C5A S R E UI FD� 9 12 � f � rRA WIT/l MD A JDVTS SEeC - 9 Ri O A FL o / #Ole IN /o° CoNGR�? T� PioE , vC. SEME /V7 r. 4PZ/- /1�4.. z y/D -CSX 8D' E.F. EXre� 5 .O M, o vIr �acX�it ,� C T4 SOTTDM OF SOX 30CO. /OGl/99' p C . / .9 : � h Q SEC / / O/Va N G u `Y o 6 a •. 2_O•• B 2.6 C -9 5E'C T10 I`.l B e IOLA N A 3 /= a0 fC -9 C-/, C-21 C-4 FLOW 8 0 , pG ° Monho% Gbver .SEE ';Wl-if7VAZL A T, S,2 3' Sstreet type 0 with locking device „ PROF/LE OF 6 H.P. G. PROTECT/ON 3 s a Structure wall NOT TO SCALE C - 9 a " 5 3 circa/or heaps r+�/ded 1b 5 It �, �� l 10 /' develop fu// strength of bar Z Z Z E p' Top rung of/oder 4�crete onchOrs with z s 2- a _� ► F f/ot washers oyp. co . 964S F/ot kc//brcckefs I� :.o : • Tie-wires os required 4 /Z 4 8- 3bars equa//y �oced : ° N "'� c�N �N C_y 1� o :. 9F Stainless steel /odder with N 0 6S loose brackets cs regd 00 N N �hv Ladder brackefs req d at `-'- MN C of roof slob ::�'.'. F a O F 96BS � 3c1rCu/orh0o s .Q • : _ 36"dio, manhole brackets p ►+�kfed r ., 7 diem. /ro% cosfin v 4 F ;Stainless steel NOTES•' to develop full strength /4 22 L/.F/ 3O n/.D. 18 ring only when 'd96S /odder Of boy 11 far air vent instal%tin •v� o• • ' d' aN a s •� /. FOR DRAWING INDEX SEE SHT. G- I ZZ 2. FOR GENERAL NO TES, LEGENDS c 8 N AND ABBREV/AT/ONS SEE SHT. G-2 D • : 44 V. :A 3. CONTRACTOR SHALL PROVIDE W O A FALL PRE VEN TION DEVICE `ICE = x .°'. �: , c:. M hole h AT ALL LADDERS U Tie wires ar required ih S v N on o e c amber W mod hoops of 7"'ho% SECTION D Z a = ► : .•�.• ``: � v.• . •d •'. ' �I SIN SIN SIN — Z J o f �N C 9 EiCr U i J' O"ID. ' THE METROPOLITAN WATER DISTRICT O t �,� OF SOUTHERN CALIFORNIA 0 o TYPICAL LADDER INSTAL L A T/ON DISTRIBUTION SYSTEM O o W -o DETA/L 2 EMERGENCY DISCHARGE CONDO/ T c; r�;1 V) U �, ;� E T/WANDA CONTROL FACILITY W MANHOLE RING DETA/LS / C-9 >..,, AND RESERVOIR W TYPICAL MANHOLE W PLAN, SECTIONS AND DE TA/L S - N DESIGNED Ma Q RECOMMENDS Z 3 W 12-2,?-22Y.4,G: B G s- u; f- CHECKED RoA APPROVED Cr w QQ e / �R� (�Il WORK ORDER LOS ANGELES MAR. 1991 -35984 O Cr NO. DATE DWN. CKD. REVISION REC. APP. NO. 4-6728 - DIMFUCM POST REORDER No. 122359 SPECIFICATIONS NO. 1209 SHEET NO C- 10 - GRATE AND FRAME, GALVANIZED, AL HAMBRA FOUNDRY, PLATE NO. A-/553, LONG BEACH IRON WORKS A X-322C OR APPROVED EQUAL. C-/O EL. //59.3 FOUNDRY, PLATE NO. A -3911 TOP OF GRATE LONG BEACH IRON WORKS X-412 OR APPROVED EQUAL. /6" N /2" — — — — — R=4"(TYP.) I � — � /"(TYP.) o " .-�p\ - - :,• •o.• 4"M/N. THICKNESS IN. 0 4 M/N. THICKNESS — =1 P.C.C. WITH 6"x 6" B P.C.C. WITH 6"x 6 " C-/O W/.5/W/.5 WWF 2/-O" W/.5/WI.5 WWF ' " :! (TYP. E. S.) ' 8" 2' //g 8" " (T YP.1 GQ *4 0 /2"(TYP./ " /2" /2 0 •� O SLOPE SLOPE 4 0 /2' (TYP.) N idd FIN/SHED SURFACE FL. 1160 '* 18 2 -/0 JUNCTION F2-0/892 / EL. //53.30 3�/ STRUCTURE - /2 CATCH BASIN GROUT SPACE BETWEEN 7, GRADE TO DRAIN STUB-OUT AND PIPE SECTION A SEC r/OA( B N TS L'-/Q NTS C-/O INV. Et. //50.27 /8"RCP 18„ EMERGENCY DISCHARGE 3 -O CONDUIT UNDISTURBED EARTH EL. CATCH BASIN 1Z / z I N TS C-/O 9" /2' 4 I I SECT/ON C 0 I I NTS / ` -�L C-/O I I I F INSTALL / �- CATCH BAS/N SEE SPEC. /209 SEE SPEC. //79 C-/O SHEET C-1 REF. DWG. B-34623 " 1157.9 \ INSTALL /B RCP x CATCH BA SIN € M. W.D. PROPERTY LINE '-,,SEE PROF/L E HEREON ( I a a TOP OF GRATE 2O, STA. /4 f 0/ I PLAN A = 45 EL BOW o � EL. //59.50 Q PERMANENT R/W H Y0' (M. o �o Zo .so �o so //60 //60 1607 - 7- 38 ` I� I —fSCd L E �N FEET X �,x J EMERGENCY DISCHARGE _- — CONDUI T B Y O THERS �pf ESS/p //54 - - -- -- -- -- -- -- //54 N - - " I REF. DWG. B 34623 -SEE SPEC. NO. 11796A w �j j Ex z U cn U 1161 — — — — * P� z a = EXIST/NG EMERGENCY DISCHARGE CONDO/T 1162 //48 - - //48 CONSTRUCTED AS SHOWN FBF CA1\Fj Q Z — 1164 C-/0O COMPLETION DATE: 7-/3-92 o > o THE METROPOLITAN WATER DISTRICT o u ? 5=.00160 (0"05') -- S=.00/60-- (0.05'1 -- -- O co OF SOUTHERN CALIFORNIA U W o //42 -- //42 DISTRIBUTION SYSTEM z W o -- -- -- -- -- EMERGENCY DISCHARGE CONDUIT 0 �n ETIWANDA CONTROL FACILITY U W � 3 END OF £X/ST. CONDUIT H36 _ AND RESER vO/R N STA. /4 t 00 + Q INV. EL. //42.82 PLAN, PROF/L E OUTLET /NV. EL. //50.27 INLET INV. EL. //54.00 DETAIL AND SECT/ONS wS TA14 f 036 h � . . PLAN -� INSTALL /B" R.C.P. SEE SHEET C-/ DESIGNED 4M RECOMMEND 0 t Q DRAWN R-C. Z a 35 L F - 2000D CHEC ED aKM r APPROVE wNO.PROF/L EA WORK ORDER LOS ANGELES MAR. 1991cr ui D TE DWN. CKD. REVISION REC. APP. No. 4-6728 OIETERICH POST REORDER NO. 122359 �►Pp 7 1A • SPEC!Fl CAT IONS N0. ! 2 0 9 SHEET N0. c -ii - � 4-5'-4'pbors cul in /re/d A'O r e� from longfta dino; bars that D L T '1► C A would ofherwise fcll in opening /2 /O' 4" NOTES- /8 /0' S A concrete caller is regmi d where the change in Qrode exceeds r, I This structure to be used where. 24" a Depth of cover does not exceed l0; ,36" /•5 8' 0./0 lt. per loot. b. Clear span of one bait a does.•n_ot exceed /2.' 48" 15, /O 2. Where pipes of diflerent &"eters are ja%ned wdA o covicrete 2. PIoce two pairs of center Noll vertical bars that would 57�` /.5' /0colloi, L and T shoif be those of the larger pipe 0=0/ ur O2, otherwise fol/in opening 2 from face_ of opening. 60' /.7 T1' i oleo J. Longitudinal bars to be cut in field 2" from opening. Wtl�'c%'lti' s —� , r •---t- 4. Round a// edges to 2"roduis. 66 /.75 // ' 3. For pipe krger than 66"o spe+cio/caviar aktad'is requit8d. 5. No transverse construction foirii..to be placed within 4. For pipe size not listed use next sire krgler -�- 5t.0� 30 of window. w -• --• 5. GhvT reinforcing on popes 24"and less in diameter and or. o/! pipes where angle A is less Ikon /O' L 6. Where reclfarcin9 is requo-ed the diameter of the circular lies s ` I sA011 be D f(2 x Wal/ Ihvckness I 9.. 420 -C-20W Cm refe inverts and when 4 °' — - • •••: ••a"".:, ..► •,. � �� T. W/k» DI is equal to or less lharn Dz )oma 8 -6 A •.:'� `� - Is greater than DP, join soffits ELEVATION i �`' '•� 8. Pipe moy be corrugated metol pipe, concrete pipe, Or reinforced I 1 concrete pipe 9. Not to be used for o size than a on the mainline. �— ��• New a_Exist. Ni 2-15 .4'2" Pipe--- '-- 1 _ I / A- 2 Bor Sect ion �3 Stirrup Rcnforcement I / 2 s5 8-2 • 1� ::. �• REVISIONS LOS ANGELES COUNTY 103Slirrup REFERENCES REVISIONS LOS ANGELES COUNTY "^&a .Ar. •..CaI...0" FLOOD CONTROL DISTRICT 4- 5, B Z MANN DAre Dt•CNI/TIPM FLOOD CONTROL DISTRICT x4092~ ,;) /I•i-s! 94v,•ed N•le 0. WINDOW DETAILSL.__�J_ 4� ® a'1• 'Z 'r'"""' `w"-''`" CONCRETE COLLAR Circular Ties s�, ,o., 000�d vv�ir J F 0 R FOR PIPES 12 INCHES l2- MULTIPLE 80 S C"�I P N THROUGH 66 INCHES SECTION A� A .►s+eew o •t APPROVAL RECOMMENDED Mr ....... D.Y. — - OM. •I►wov�0 •t Cif'—�, - ..w.•...• 1 iro, 205SU J-YDED BY IDAT �LC'LZ.c:s..�yei CYi.!i »��. .»�,» -- ' July�5 ��-� ••• 11 �l.1 :_c.�t� scAlc owic NO. •ssi C►u[� DEPUTY ENGINEER ii ,�(,. NO UEC 1962 LOS ANGEI f.S CUUHI i FI U00 CONTROL DrSTRiC1 �Slrvcfural analysis required when Itis � dimension exceeds /'-6" —'-S1sel pattern shoo►rt is pictorial ov►/y. See LLJproyrct drewinlgs for 8 actual efeel /ayDvt. 74 bK 7 Q: 1 Y 1 Radius T4 A SECTION @-8 NOTE S: Z U lw 0 w I.Thr horizontal angle of divergence or convergence, 9, shall not - O = exceed 5*45' ZU z R 2 Reinforcing she/ bar size, spacing and outside corer shall _ be that of double box section. For carred trons/tions, space O PLAN bars on center line and place transverse steel rod/o/ly. The po Q bar lengths B dimensions shall' rcry uniform/y throughout trons/t/on. O � _Z Longitudn>tad bon shall be continued through the joints with L) vi o Me tronsitton structure. e. w ( � 3.The coacrete thickness she!/ be that of the double box section. O a p I 4.R/on as shown is for double box section downstrrom. When double N bar section is upstream toper the lost 2 fejt of center Walt to CONSTRUCTED AS SHOWN 4 J i ,Iii �• end in / %j inch radius. COMPLETION DATE: 7-13-92 > ;ii ~� 5,fc=4000 p.sl. otPB days. THE METROPOLITAN WATER DISTRICT U 6.Triansrerse Joint keyways as dsbiled for /an tudino/ /a►nt k >rors of base Ili of outer Wol/s 007the prof ec•t drowrngs, shall be placed in bobs/abs and L) F SOUTHERN CAL 1 FO R N 1 A L) walls of the end of each pour. DISTRIBUTION SYSTEM w ±ij w ' ,��; 1R[rEREMGEt RlVi:EONS LOS ANGELES COUNTY EMERGENCY DISCHARGE CONDO/T i I , Fley0fion_ £leya*on ,.,�.,� �n KK�.+�w« FLOOD CONTROL DISTRICT !I�,amort S+ottor�-- ETIWANDA CONTROL FACIL l T Y I-V A ND RESERVOIR TRANSITION 'n �`• ' T—= � �-= �-- _--- .— STRUCTURE N O. 4 LOS ANGELES COUNTY. • I — —�---- - FLOOD CONTROL DISTRICT W •--��•• • STANDARD DRAW/NGS ' SECTION A-A -�- •- - NtiUT 4q D It DED By DAT[ No 198 DESIGNED AM J c a . � _- APR 5� - RECOMMEND 2 0 .... �..�. i ,... 0"ZET Or DRAWN ✓L. —� CHECKED_gem,t APPROVED O— � WORK ORDER W NO . DATE DWN 1,KD. REVISION REC. I APP. NO. 4-6728 LOS ANGELES MAR. 1991 8-35986 DIETERICH POST REORDER 1#0 0097 APP � 4� SPECIFICATIONS NO. 1209 SHEET NO. C -12 Construct/on Joint•; ,�' NOTES ' � •Y� - .�Bons • iat i / +► - _ _. - ♦ /. Ya/ves e*- A, B, C, E/ew/rwn R, or d E/evert/on J w-w / 1 , y J born- ,. _� _"_i shown on theProject Owga. GROUND SURFACE /B'a C. A, ;able of values Por T sown air /his pion. Z. Jtations .speeificj on dr•vwin9s apply of the rnter-sechon of „ -" center /roes of rno ^ line and latera/s, except that / Bork, /8 a c.I t•; stations for catch basin connector- pipe cpp/y Bans boo th ways 1b be _ tv of inside roll of strvcture. x G ' Rav"df°�r`. ___,rte Ba �"or-ned e`n-B is �` ' -- - 3 Rein forcingM sleel shall be per t-D /7/ , :fraigo n/- to.����s I N rs CO a bars !yt clear from face of concrete unless Station i /B SECTION G-G other'wi.tt ,shown. \11�95 /o COMPACTED BACKFILL L ;�- //7 7' /,Rbtnde&o es to W bars are of sire and spacing specified for- wall i P r 1 i opprox radius of steel on plan, and shall be cut in center /Q` E/ev.J ► / I.J. of.(oferal with of open/ng and benf info top and bottom 90' ' i r-: a ma ri/nu/n of d6' TABLE o f ,junction .rtruct&rr i ='�''S/e I %W Bars 1br' dimensions Omit H barJ when sof/'iou^ p � or, s t f J i /I " less q 1 � and bar siz�J ` I below .so(fit of main line, and omit G barJ v► ti when invert of .spur is /2"or less above floor / -D�E Bars 8 T 4� of main /ins . 4. Junction structure shall be poured monolithically with /Hain line storm drain, manhole or 4 S.I. transition . •. . . 6`' • / ' 3 4 P. '. • •. • • ' /49 4,4 5 Floor of .structure shall be steel - tro reeled to 3000 CONCRETE 1/ t3 the spring• line. [ : & :. ` Q • i4=4000 y Psi at eS dors. / I Z4 s'4 h v T. E,"hedment, P. shti// a 5" for 9 - 96 a►. less pip zo 27 J b and B for B over 96. �' N I I .s o 6 \ • W CO"StMeiOn S- 4- • P LAN joint. J9 •• d a '6" •. d1 7h -Weir or erisfing a SfriWkn 4-4 2R. MIN. 46 d g" � � • B"MAX. .4 ��• �'' •. • �/ -W Bar' B V . • ,• ' • ' • 54 9 Ljj 9/s t F- Burs slono'ar�d 60 9>f 40t0 . ~ SEWER OR WATER MAIF 6.t /0 Ik ?- 40 H Bons - .: ,� , F Bons pipent, 66 /0 14 0 4.1a c. 69 /O s �h z 1 _ ph_ " 78 //JUPERSED£S P-O /08 W NOTES : epi I R 64 4 GRANULAR BEDDING FROM SELECTED TRENCH SIDE E/eK J- fE Bow I 4 o /s REFERENCES REVISIONS LOS ANGELES COUNTY �z-, MATERAL TO BE USED FOR BACKFILL AND COMPACTED • ; , 9'6 14 MARK DAT[ D[lCRIIOM FLOOD CONTROL DISTRICT W 70 95%. 2•G Bar?_ A. l /OZ /J 4 Z-Z-40171IT d ao �C -•4� a.' a 12-53 Revised Note. /06 /6 ad ♦ /-/9-S� "L"�b�C.' JUNCTION STRUCTURE CONCRETE ENCASEMENT SHALL BE 3000 P.S.I. CONCRETE ,:•• r� 401 _ � -U/xtivtr�r3ed ersrfh //4 /s d POURED AGAINST UNDISTURBED EARTH. NO. Aq : ' 120.• • •: �. ;4;a~ ,--Backfill under slr h'r-0 /16 T PLAN & SECTIONS m LENGTH OF CONCRETE ENCASEMENT PER PLAN . with /4-5 mix ea+rcrete, /,�Z 174 SECTION P-P ow, cpn7f t Sail to -*/ot/v# /.38 l r AIIRO�'[D .: d W *,7s/fy mq&�irsd by Specifications.p /¢¢ /8 C"'10' 0 [M• �[• BacMf// May bo orrilit/ed if .lhvchire s��+**� D r DATE Ho• D 18 9 CL CL 1953 0. it /aid ore t�distvr6ud�slh 1b d/brrn drain wa//. STD. DWG vl! .MGIM(.A xSIGM CUCAMONGA COUNTY WATER DISTRICT CONCRETE ENCASEMENT DETAIL 23. Qi -T I ! I ! V I I I I s 1 PANEL / PANEL 2 /2" v vADO *6%n% (q7 W EACH LIFT PO/NT _ : —4",0 GAL VAN/ZED STEEL PIPE U Y N O 0 (TOTAL 2 PER PANEL) z u _O W O Z v Z ( I O 0 O Z a �. I j 0 I I Z w Cr O I _ N O (n v _ — _. _ J CONSTRUCTED AS SHOWN > _ COMPLETION DATE: 7-13-492 4 /2 o. C. TiqE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA ui ELEVATION D/STR/B[i T/ON SYSTEM W I EMERGENCY DISCHARGE CONDUIT" J W PRECAST CONCRETE END BLOCK AT ETIWANDA CONTROL FACILITY _ DO U B LE RC. BOX A ND RESER V O/R N NO SCALE MI SCEL L ANEOUS U STANDARD DRAW/NGS W Q DESIGNED 4 M Z a DRAWN J.L. RECOMt,1ENDE ' J /O /2-22-9/ J.S.L. QJ`AEM POINT CALLOUNGED T STATION � �14J APPROVED CHECKED kKM WORK ORDER p W NO DATE DWN. CKD. REVISION REC. APP. neo. 4-6728 LOS ANGELES MAR. 1991 B-35987 U=TEWH POS 1 REORDER NO. 170391 - - .- APR SPECIFICATION NO. 12 09 SHEET NO. 8-1 SYM. ABOUT l _STRUCTURAL NOTES BOX SECTION Q Q © p p G-BARS #4 0 18» SYM' ABOUT I. DIMENSIONS FROM FACE OF CONCRETE TO STEEL SHALL BE 2 INCHES TYPE SINGLE SINGLE DOUBLE DOUBLE DOUBLE BOX E 31-#4 LfJN D G-BARS Q -' BAR81 CLEAR UNLESS OTHERWISE SHOWN. DESIGN COVER 5'-8.5' 8.5 -10 11'-13.5' 5'-11' 1'-5 = BARS-EQ. BCK C D :#'4@ 18" G1 -BARS CV U 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR WIDTH W 12'-0" 12'_0» 10'-0" 10'-0" 10'-0" O N VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT U ANGLES (OR RADIALLY TO CENTERLINE OF CONDUIT ON THE PLAN HEIGHT H 12'-0" 12'-0" 6'-0" 6'-0" 6'-0" EXCEPT AS OTHERWISE SHOWN. 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN TOP SLAB THICKNESS T1 12.50 13.75 14.75" 12 .75" 10.50" B EC Bl -BARS #4®1$ _ CONCRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR �� �� �� REINFORCED CONCRETE ", 1971 EDITION, SECTION 7.1. SIDE WALL THICKNESS T2 10.00 10.50 10.00 10.00 10.00 B-BARS J I _ 4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN BOTTOM SLAB THICKNESS T3 14.25" 15.00" 15.75" 14.00" 11 .50" B BAR$ -J (\i CONCRETE INSTITUTE'S *BUILDING CODE REQUIREMENTS FOR C 1-BARS Cl-BARS 1 U #4 REINFORCED CONCRETE", 1971 EDITION,SECTION 7.3, EXCEPT AS 2�� LONGITUDINAL OTHERWISE SHOWN. BARS EQ. SPC. B BAR NO. & SPACING 80"10 9012 4017 4018 4014 C-BARS OPTIOfJAL CLR OPTIONAL 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN BARS LENGTH 13'- 4" 13'-5" 22'- 2" 22'- 2" 22' -2" CONST. JOINT ROUGHENED I 30 INCHES OF MANHOLE OR JUNCTION STRUCTURE OPENINGS. D RARS -D-BARS CONST. JOINT 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL 81 BAR NO. & SPACING #5010 #5012 #8017 #8018 #9014 A012" 2A 2" PERMITTED. TRANSVERSE CONSTRUCG ONN JOINTS SIHALL BE NORMAL 8'- 8" 8'-4" 2 2'- 2�� 22� - 2" 22'- 2" BE IN THE SAME PLANE. NO STAGERIG OF JONTS WILL BE BARS LENGTH CLR ZA CLR Q CENTER WALL OR RADIAL TO THE CENTERLINE OF CONSTRUCTION. BAR NO. & SPACING #5013 #5014 406 409 4 2u CW-BARS 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE C # #506 = CLR = " 4'-4 2' 4 -71/2" '" TWO INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE HORIZ. LENGTH 5'-21/2" 5'-2Y41 4'-4V2 LONGITUDINA LONGITUDINAL C-BARS CLR 2 Q4A SHOWN ON THE STRUCTURAL DETAILS. BARS BARS EQ. S BARS EQ. SPC. CLR VERT. LENGTH 12'-5y2' 12'-6W' 6'- 7W1 6'- 4" 6'-3" C2-BARS I S. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. BAR N0. & SPACING #7013 #7014 - - #408 C2-BARS I 9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WALL BE PERMITTED. C1 C- -BARS C3-BARS INVERT ROUGHENEDA NOTHER O MORE N SHOWN ON THE SPLICES WILL DRAWING P WITHOUT TED PN ROVY LLONGITUDINALTHE ENGINEER. BARS HORIZ. LENGTH 2'-51/2' 2'-791 - - 1'-8!t4�� S INVERT CONST. JOINT BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. VERT. LENGTH 3'-6%2" 3'-61/2" - - 3'-8/2" I OUGHENED ROUGHENED CONST. JOINT 3 1 2 CONST JOINT 3 1 /2" F1 BARS 10. LONGITUDINAL STEEL SHALL BE LAPPED 20 BAR DIAMETERS AT SPLICES. BAR NO. & SPACING #5013 #5014 406» 409 #506 Q CLR TRANSVERSE SEL SHALL BE LAPPED 30 BAR DIAMETERS AT SPLICES. C2 HORIZ, LENGTH 5'-21 ! 2' 5'-2 ' 4'-4 /2' 4'-41/2' 4'-71/x' 11 \ I F & f 1 -BARS LR F BARS 4» TO 12STEEL11. LONGITUDINAL STEEL SHALL BE CONTINUOUS AND EXTEND THROUGH ALL BARS CONSTRUCTION JOINTS. VERT. LENGTH 2'- II" 3'-0" 2'-9" 2'-7" 2'-8" 12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE CONSTRUCTION BAR NO. & SPACING #7013 #7014 - - - �- #4018 JOINTS (IN SLABS AND WALLS), SHALL BE PLACED AT THE END OF EACH C3 POUR,ESS BUT THE EFEEACING THEREOF SHALL NOT EXCEED 50 FEET OR BE BAR HORIZ. LENGTH 2'-101/2 2'-91/14" - - - ___T _ T. VERT. LENGTH 2'-7» 2'_g" 3�� Q #4 ® 1$" �L CLR 13. UNLESS TRANSVERSERWISE BARSSHAOLLNB�PLACEDTHE ERAD ALLY.CURVED THSP SPACING BAR N SPACING L _ CLR p 0. & S C G #408 #409 #4018 #4018 #40'18 H BARS STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS SHALL BE T2 W 2 H-BARS MEASURED AT THE CENTERLINE OF CONSTRUCTION. THE SPACING BARS LENGTH 13'-9�'4 13'-114 8'-112" 7'-93/4' 7'-5" H -BARS OF STRAIGHT BARS AND L-BARS IN WALL SHALL BE MEASURED 1 „ BETWEEN THE VERTICAL LEGS OF BARS. F BAR N0. & SPACING #9011 #9010 #4017 #4017 #4016 T2 W 10 14. AT BEGINNING AND ENDING OF ALL POURS, A CURTAIN OF BARS LENGTH 13'- 4 " 13-5" 22'- 2" 2 2'- 2" 22 ' - 2" REINFORCEMENT COMPOSED OF B, C, C2, D, CW, F, G, AND H BARSTRUCTIS SHALL EJOI ACED THREE INCHES FROM THE TRANSVERSE F1 BAR NO. & SPACING #6011 #5010 #8017 #8017 #8016 TYP . SINGLE R . C . BOX SECTION TYP . DR . C. B SECTION 15. D do CW-BARS MAY BE SPLICED 20 BAR DIAMETERS AT THE LOWER LONG- BARS LENGTH 9'-g" 8'-9" 22'- 2" 22'- 2 221 -2 ITUDINAL CONSTRUCTION JOINT, AT CONTRACTORS OPTION. G BAR NO. & SPACING #5013 #5014 #6014 #6014 #5011 NOT TO SCALE NOT TO SCALE BARS LENGTH I I I 16. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL LENGTH OF 6'-0" 6'-0" 15'-11 �� 15'-11 /2" 15'-11 /2' C AND C2 HAS BEEN CALCULATED FOR A FOUR INCH STARTER WALL. IF THE HEIGHT OF THE STARTER WALL IS VARIED, THE VERTICAL G1 BAR ►V0. & SPACING $014 $014 7011 LENGTH OF THE C AND C2 BARS SHALL BE VARIED CORRESPONDINGLY - - SO AS TO MAINTAIN A 30 DIAMETER LAP BETWEEN THE TWO BARS. BARS LENGTH - - 5'-61/2" 5'-012 5'-61/2" THE LAPS SHALL BE BASED ON THE SMALLER BAR. H BAR NO. & SPACING #5013 #5014 #5010 #7014 #5011 BARS LENGTH 6'-0" 6'-0" 15'-1112 15'-111/2 15'-111/2 NOTE: FOR TYPICAL DETAILS, SEE BOX CONDUIT DETAILS SHEET NO. S-2. H1 BAR NO. & SPACING - _ #7010 #8014 #7011 17. THE DESIGN OF BOX SECTIONS IS BASED ON A WIDTH OF TRENCH EQUAL BARS LENGTH - - 5'-71/2" 5'-21/2" 5'-01/2" OUTSIDETO THE S EQUALTO 10 DTH OF THE CUIT PLS 3 FET. WfHEN THE C OR LESS THOE"DTRENCHUWADTHE S UNRESTRICTED.OVER CW BAR N0. & SPACING - - #4018 #4018 #4013 BARS LENGTH - - e'- IV2" 7'- 93/4' 7'-5" NUMBER OF LONGITUDINAL REINFORCEMENT #4 BARS TOP SLAB INCLUDES DISTRIB 20 20 31 31 47 STRUCTURAL DESIGN CRITERIA BOTTOM SLAB 20 20 31 31 31 EXTERIOR WALLS 32 32 16 16 16 L.A.C.F.C.D. STRUCTURAL DESIGN MANUAL INTERIOR WALL - - 8 1 8 8 DATED APRIL 1982 TOTAL 72 72 86 86 102 < Q h LIVE LOAD H2O-S16-44 UNLESS OTHERWISE NOTED DEAD LOAD EARTH LOAD PER MARSTON'S FORMULA: w= 120 p.c.f. Ku = Ku' = 0.150 Bd - OUTSIDE WIDTH OF BOX PLUS 3 FEET _ SIDE EARTH: 37 p.s.f. PER FOOT OF DEPTH R.C. BOX LOCATION SCHEDULE INTERNAL WATER PRESSURE: 62.4 p.s.f. PER FOOT OF DEPTH v oy = WEIGHT OF CONCRETE: 150 p.c.f. BOX STATION STATION LENGTH BOX LENGTH SECT. FROM TO SECT. FROM TO CONSTRUCTED AS SHOWN Z s z ALLOWABLE STRESSES A 420' 14+00 18+20 B 260' 33+40 36+00 COMPLETION DATE: 7-13-92 ~ f0' = 4000 p.s.i. AT 28 DAYS © 120' 18+20 19+40 A 260' 36+00 38+60 E METROPOLITAN WATER DISTRICT p ? fc = 1800 p.s.i. Q 560 19+40 25+00 © 310 39+60 42+70 Uox fS = 24,000 p.s.i. B 680' 25+00 31 +80 D 610' 42+70 48+80 DISTRIBUTION SYSTEM W " = 8 A 160 31 +80 33+40 E 342. 48+802+22.02 EMERGENCY DISCHARGE CONDUIT SHEAR AND BOND STRESSES PER A.C.I. 318-63 ETIWANDA CONTROL FACILITY \ W j r Q_. Qj AND RESERVOIR w D BOX CONDUIT 34 2 34 SCHEDULE AND SECTIONS 1 ` EXP _j \ CA f\ ��� it DESIGNED D RECOMMEND DRAWN K.K. Ei o z < Err CHECKED RKY APPROVED,; ;, uioelL�.�i.YF. sS4l G .C. r�C B �t/.� �isrCC;uE.SS WORK ORDER o N0. DATE OWN. CKD. REVISION REG. APP. No. 4-6728 LOS ANGELES MAR. 1991 8-35993 b". N c; . 1 he c 4 13(:�, of 4 ,3 ACRD\MWD\80X-S-D SPECIFICATION NO. 1209 SHEET NO. 8-2 T2 T2 2" r� ' 4" OR 6" 4" TO 12" T2 T2 TOP OF WALL BASE OF WALL 20 2" DIA. lot T/3 NEW R.C. BOX EXISTING R.C. BOX SLABS AND WALLS SLABS AND WALLS INSIDE WALL #4X24" ® 18"0 C.L. MIN. 1" 0 DRILL HOLE TRANSVERSE JOINT SLAB AND WALLS AND GROUT SOLID ROUGHENED JOINTS CONSTRUCTION JOINT DETAILS 12" NOT TO SCALE JOINT — R.C. BOX WALLS AND SLABS I 0 STA. 14 + 00 . 00 AND S -2 G� STA. 52 + 22 . 02 cr 05 ® 13 m CLR (TYP) Q i�TYP) iv 11 i � EXCAVATION ORIGINAL GROUND OR GRADING PLANE BACKFILL #8 ® 10 0hg U Ql N i ALT. WITH #4 ® 18 gad �Q� a o #5 0 10 (TYP) FULL-LENGTH (TYP) LAP SPLICE 7-#8S 6-#5S OSTRUCTURAL DETAIL OF 6" H.P.G. PROTECTION W 1, — STA. 19+76.6 U v Y 1 _ NOT TO SCALE VV Z 2 2 2 2 F= Z 5 Z 2 NOTES: I. MINIMUM REBAR LAP SPLICE ^`� l E METROPOLITAN WATER DISTRICT F=p 0 IS 30 BAR DIAMETERS. / ; ��oFt'��u,y�. r FI LEGEND NOTES o Z 034294 EXCAVATION (CULVERT) 1. SLOPE OR SHORE EXCAVATION SIDES AS NECESSARY 3a29a DISTRIBUTION SYSTEM J _ 2. REBAR SIZE, SPACING, AND I Z W STRUCTURE BACKFILL (CULVERT) 2. DIMENSIONS SHOWN ARE MINIMUM „ „ EXP 9,30, " l 1 EMERGENCY DISCHARGE CONDUIT LENGTH PER TYPE A BOX O �` c' "'�NTROL FACILITY �� ��, � ETIWANDA �., 5 V SECTION EXEPT WHERE rl �� ENGEN " P EXCAVATION AND BACKFILL DETAILS OTHERWISE SHOWN. OF Mj, _ � AND RESERVOIR Nw jrV NOT TO SCALE WALL BARS SHALL BE 2 6 O X CONDUIT D I L O ADJUSTED TO ACCOMODATE 8t MISC . DETAILS THE SHORT WALL SECTION. FT0 W DESIGNED E.D. 00:e o 0 /22l-9z Y,--c BG S As-Buy/t ��(� DRAWN K.K. RECOMMENDo z a S / �!l kC &4S� al" k/4LL � CHECKED Wk APPROVED 5wWORK ORDER _ J ..syr wor�sE �� _. _ _ n � w NO. DATE DWN. CKD. REVISION RFC. APP. r o 4-6728 LOS ANGELES MAR. 1991 8-35994 0 i • ACAD\MWD\80XDET SPECIFICATION NO. 12 0 9 SHEET NO. 8-3 • Q SYM. ABOUT 11'-6 9/16" ( FOR REF ONLY) P�PGk, 0, �NG�N TYP C UNLESS NOTED BAR SIZE, SPACING 3 4 STIRRUPS ® 9 O/C 3 7'-0" LAP AND LENGTH PER R.C. BOX SECTION © (TYP) 3-#9 TYP !lp I � (TYP)� 3-#7 OPT. 9.49, D-BARS � CONST (TYP) . JT a I sQ of CWBARS I ' a v to 0 I f— TRACE OF DBL. I in ~ R.C. BOX' BEYOND I CONST.ENED JT. 3-#7 0 All T yp I i r ROUGHENED O1,14 � - L_ — - - - - - - - - - - - - - - - - - � CONST. a �,• JT. (TYP) m3" #4 STIRRUPS ® 9" 0/C 3" 3-#g L W -1 M (TYP) 0 0 B—BARS m (TYP) z W ' SECTION w W '� m ' A R B v m 81 —BARS S 0 0 (TYP) SCALE 3/8"= 1 .0' S- 3 Q- 2 END G do G1 Li z cn BARS #4 (TYP)— w a < M N m n Li Z o 0 -� 3-#9 a Z — m x 211 a W - CLR #4 STIRRUPS rm N v (TYP) U a O a_ J ~ #4 F x O w I. 1000, U U c O t� iz N U 3-#, It C—BARS G1 —BARS (TYP) G—BARS (TYP) TYPICAL LONGITUDINAL (TYP) BAR REINFORCEMENT TYPICAL R.C. BOX REINFORCEMENT NOTES OMITTED FOR CLARITY 1. FOR GENERAL NOTES AND REINFORCEMENT BAR TOP SLAB SHOWN - BOTTOM SLAB SIMILAR CLEARANCE SEE BOX CONDUIT SCHEDULE AND SECTIONS SHT. NO. S-1. FOR TYPICAL CONSTRUCTION JOINT DETAIL TYPICAL PLAN SEE BOX CONDUIT DETAILS SHT. NO. S--2. A � SCALE 3/8"= 1 .0' S- 3 C - 4 0 3-#7 x W V + #4 STIRRUPS CONSTRUCTED AS SHOWN _ COMPLETION DATE: 7-/3-92 ZS iii—i i _ ITT �- Of Essrp E METROPOLrrAN WATER DISTRICT a 10 Z_ M -j 0 3.. � � � sa29a DISTRIBUTION SYSTEM 6 3-#9 CLR ocP 9'30'9 EMERGENCY DISCHARGE CONDUIT (A �'_2" (TYP) * �i��l \N��� ETIWANDA CONTROL_ FACILITY �5 V srglE oENA�E��`a\� AND RESERVOIR N 6a DOUBLE BOX CONDUIT SECTION C PLANS AND SECTIONS I SCALE 3/4"= 1 .0' S - 3 DESIGNED t U DRAWN K.K. RECOMMEND w'r 9 zt �� �G� arcMe CHECKED 9KNI APPROVED �* <�� �. ,-< I , � NO. DATEFDWN. CKD. REVISION REC. APP. 0 4-6 7 ORDER WORK LOS ANGELES MAR. 1991 8-35995 FIFFIFFIFFIFF-1111 -.1c I 1AF!R ;. : ACAD MWD ETAIL SPECIFICATIONS NO 1209 SHEET NO. T-/ -�- CAST IRON PIPE CONCRETE PAD UNDER PIP DL NE CROSS CONDUIT. ,q �2 SANITARY SANITARY SAN/TARP SEWER SEWER SEWER 1 � I SERV/CE REPLACE EX/ST/NG T_/g PIPE PIPE _ `''`- I ( CONNECT/ON SEWER AS ORDERED ` \ / ow rI 1 1 N a - 9 ,rte- M.W.D. PIPE ( �-c C.I.P/PE I �9 PIPE t ` TRENCH -d--ItM CASE A CASE E CASE /t SUPPORT WALLS AS ORDERED; ' ABOVE PIPE LINE TO HOUSE BELOW PIPE LINE TO FLAT SADDLE. BELOW PIPE LINE TO HOUSE MAX. PERM/SS/BLE SPAN OR AS ORDERED CONNECT/ON. SPEC/ALS REOU/RED: CONNECT/ON. SLOPE SLIGHTLY CROSS SEWERS BETWEEN 2'-6- BENDS. SPECIALS REOU/RED. 3- 6' BENDS, MOD/F/ED. _ CONCRETE PAD / SADDLE. SUPPORT WALLS 8 O . . PLAN W M.W.D. PIPE CAST IRON SANITARY P/PE 4' 4' 4• 4' SANITARY PIPE SF_WER ��. SEWER P/PE ��-� 1 CROSS CONDUITS —�100, I �.� 1 • • APPLY• •• • ! NE COAT 7tII-1 1II�II �" r`1I..r- r�III�iII, IIIII IIII a ` =.-f•:...•:•f.f-•...•:f-f•=.•`-ii f-•.•:-i f-•..•';:.f.•' L .f• .f•: ••:.•.: ••: . .f..-.•..1i f...-...•..:• f....•..y f•.....•..•f•.-....•..•f.. •....•.• ASPHATIC EMUL- y .; 9. 9. f.•f •f •fN S/ON TO PREVENT . BONDING ON LA. 'Y SANITARY : .i ... :...:... I BACKF/LL ('II OR/G/ NAL TRENCH DISTRICT :0.a WALL: SEWERS ONLY • • • • • • • y• •• •• i• •• f.••.•f.•♦.• •.• f.• INCASEMENT WHEN ............ ...... ............... ...... ............ . .. .:. I` I CASE B A • ;- y- ;• y- ;- i=s': : :: :: i: :: :: CLEARANCE DISTANCE CASE F CASE R ........• ......... M.W.D. PIPE. M.W.D. P/PE 'K' /S LESS THAN /8' ...... .., ... ... .....•...f.•f.•f.• ABOVE PIPE LINE TO CHIMNEY. BELOW PIPE LINE TO SADDLE. CONNECT/ON TO NEW .SEWER • . • • . - • - • - - -- ���. WHERE REOU/RED BY SPECIALS REOU/RED.• 2-6' BENDS. SPEC/ALS REOU/RED. 3 - 6' BENDS, SPEC/ALS RECJU/RED. I i I AGENCY HAV/NG I SADDLE. 2 - 61 BENDS. I I I I I JURISDICTION OVER I I I I I CONDUIT �ry I i I I I I SECT/ON F 19 PIPE SAN/TARY Cf PIPE- SANITARY SEWER SEWER � ,: • ;. � I � , I T i9 VO TES. N CROSS SECT/ON OF RECTANGULAR CONDUIT CIRCULAR CONDUIT I I CONCRETE /NCASEMENTI. APERTURES TO BE PROVIDED FOR FREE • -. .:. •:::•;•_r: I I I I FOR SEWER PIP ' SECT/ON D SECT/ON E DRAINAGE THROUGH WALLS AS ORDERED BY ter.,. ,• ..:.tr I I l9 T- /9 THE ENG/NEER. �, — M I I ' I I T � 1 { �� �•- D 2. BACKFILL TO BE BROUGHT U? EVENLY ON BOTH S!DES OF WALLS T-l9 A CROSS CONDO/TSD CAREFULLY COMPACTED �� I NOTES: CASE C �J _ ■ ■ ■ BELOW PIPE LINE TO HOUSE CASE G /. EX/ST/NG SEWER PIPES ARE /ND/GATED BY ■ m ■� 3. STANDARD METHODS OF SUPPORT/NG STORM ' (BACKFILL BACKFILL-) CONNECTION. SPEC/ALS BROKEN LINES. a m � • � � �■ DRAIN ON C/TYEOF�OS ANGEOES DEPARTMENTS REOU/RED: 2-6 J-BENDS. BELOW PIPE LINE TO CHIMNEY. CROSS : ® SERVICE CONNECT/ON !i SPEC/ALS REQUIRED: 2 - 6' BENDS. 2. SEWER PIPES TO BE CONSTRUCTED ARE � CONDO/T � '� OF PUBLIC WORKS STANDARD PLAN 3-3289 MAY /ND/c:AT -D BY FULL L/NES. ___ ■ __ ■ ■ BE SUBSTITUTED FOR 1-HE TYPICAL SUPPORT C SA.N/TARY q PIPE q P/PE � —— SHOWN HEREON :�.yERE APPROVED BY THE iZ SANITARY / 3. ALL SEWER PIPES SHALL BE 6' INTERNAL �-— ——— — —— F_NG/NEER. ' SEWER SEWER DIAMETER UNLESS SPECIFIED OTHERWISE. CONCRETE 4. AN ALTERNATE METHOD FOR SUPPORT OF A I 1 �• / SUPPORT WALL TRENCH EXCAVATION LINE—w. CROSS CONDUIT BY A REINFORCED CONCRETE 4. ALL BENDS SHALL gE 6 BENDS UNLESS N % SPECIFIED OTHERWISE. O BEAM MAY BE. USED BY THE CONTRACTOR IF a N APERTURES AS � 5. CROSS SECT/ON OF CONCRETE INCASEMENT DIRECTED BY THE C�ONL. SUPPORT DES/�N /S APPROVE! BY THE AGENCY HAV/NG r JURISDICTION OVER THE CONDUIT TO BE �1 -• � `' SHOWN HEREON, SHALL BE USED ON ALL SEWER ENG/NEER SUPPORTED. PIPES TO BE CONSTRUCTED UNDER PIPE LINE, 0 _ ( M 0 • .: ;' �` TOP PORT/ON WITHIN /' OF PIPE LINE TO BE INSTALL 2' PREMOLDED \ - ,, M OMITTED. FIBER FILLER BETWEEN MWD STEEL PIPE AND 6. A 6' SADDLE, WHERE USED, SHALL BE 2 ZCASE H CONNECTED TO THE SEWER PIPE CONSTITUTING ACONCRETE SUPPORT OR CASE D DIRECTED 0 c Q THE EX/STING Y OR T, OR TO THE NEXT LOWER ' 0 Z BELOW PIPE LINE TO Y BELOW PIPE LINE TO Y PIPE LENGTH. v o SPEC/ALS REQUIRED: SPEC/ALS REQUIRED.- 3-6 g-BENOS M.W.D. PIPE L/NE Z wcr 2- 6 BENDS. 1'-6'x 6' Y. 7. BUILDING SEWERS SHALL BE RUN /N PRACTICAL _O a O ALIGNMENT AND AT A UN/FnRM SLOPE OF NOT v LESS THAN ONE FOURTH (W-) OF AN /NCH PER CONCRETE SUPPORT WALL CONSTRUCTED AS SHOWN DIMENSIONS. FOOT TOWARD THE POINT OF DISPOSAL. TO BE PLACE.D AGA/NST COMPL ET/ON DATE: 7-13-92 lai w - UND/STURBED GROUND � � Al = (d�•24•) LESS ENOUGH TO THE METROPOLITAN WATER DISTRICT AVOID A FRACTION OF A FOOT. SECT/ON SECT/ON B �n t��1�,�, OF SOUTHERN CALIFORNIA `�Fc ,� D/STR/BUT/ON SYSTEM �! N = Al, EXCEPT WHERE SPECIFIED T_ /9 T-19 ti r' ;�`� `✓�c^ W OTf-�ERW/SE ON PLAN 4 4 EMERGENCY DISCHARGE CONDUIT �,. I;o. x,815 N ET/WANDA CONTROL FACILITY d- OUTSIDE DIAMETER OF FEEDER PIPE. �t� ,� AND RESERVOIR _ C./. CROSS c.ONDU/T w_:�\\_ . N D = INS.'DE DIAMETER OF SEWER PIPE. REPLACING EXISTING LINE y•'y \' TYPICAL SUPPORT FOR CROSS f:�• 8' MIN. OR AS ORDERED CONDUITS, REMODELING DETAILS, AND HOUSE CONNECTION DETAIL W I -� SECTION C DRAWN -r4 411 - RECOMMEND D re PL Z`a T- l9 CHECKEDRKr4 APPROVED c� Aj w WORK-ORDER LOS ANGELES, MAR. 1991 8-35996 O � NO. DATE DWN. CKD. REVISION REC. APP. NO. 4 6728 he r-! c71 . > , _ J DK„FMC,POIrr M06,.... L66��'- 8 1 -,, :4 I::♦+....,1...1....• ..r. +i 1, . -,) .1... ...-•. .- • ♦•. .f•1 1 ...1,.. .....I.........._ .....� ........... I A •• \�\` • i ,1. .,�.. }. O j � .... . ....-..-.. .... . N - t z z ..- ,. .. _:. . .. . .._.............. ...:.....:.. ?... .. ..,.. ....-. ... ...... .........._I. . . . .. ... . ..... ... .. ... ..... . . .I..I .. — h �J � 1- Z W `n w� . . 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STRUCTURAL DESIGN MANUAL FOR DOUBLE R.C. BOX , DESIGN COVER I - 811 I - 5„ DATED APRIL 1982 WIDTH W 29'-6" Id- 011 M9 I e' HEIGHT H 81 -010 �- d1 LONGITUDINALG-BARS 1. SEE SHEET NUMBER 27 FOR GENERAL STRUCTURAL NOTES. NLcwd G -AARs LIVE LOAD LIVE LOAD HS-20 HS-20 BARS EQ. SPC. i 2. FOR CONSTRUCTION JOINT DETAILS SEE SHEET NUMBER 29. TOP SLAB THICKNESS T1 17" 9.50" HS20 TRUCK LOAD UNLESS OTHERWISE NOTED. ilk lw_ WA THI N T 3. AT BEGINNING AND ENDING OF ALL POURS, A CURTAIN OF SIDE LL CK ESS 2 13 8.0 n D, CW, F, G, AND H BOTTOM SLAB THICKNESS T3 19 " � REINFORCEMENT COMPOSED OF B. C, C2, 10.50 AR HA PLACED THREE INCHES FROM THE TRANSVERSE A BARS SHALL BE L DEAD LOAD CONSTRUCTION JOINT. N 11 i EARTH LOAD PER MARSTON'8 FORMULA: " 120 P.c.t. CENTER WALL THICKESS T4 12 8.0 B—BARS J N B BAR MAYBE LAP SPLICED Ku - Ku' - 0.150 4 IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL LENGTH OF B BAR NO. & SPACING 0 6 c 9 '"4{ 14 81-BARS AT THE CENTERWALL AT C 1-BARS 1 Bb - OUTSIDE WIDTH OF AOX PLUS 3 FEET C AND C2 HAS BEEN CALCULATED FOR A FOUR INCH STARTER WALL. 1 11 , " CONSTRUCTOR'S OPTtsIjN. IF THEHEIGHT TH TARTER WALL IS VARIED THE VERTICAL BARS LENGTH 61,-10" 21-9 LONGITUDINAL SIDE EARTH: 37 p.t•f. PER FOOT OF DEPTH OF E S , LENGTH OF THE C AND C2 BARS SHALL BE VARIED CORRESPONDINGLY BARS E0. SPC. SO AS TO MAINTAIN A 30 DIAMETER LAP BETWEEN THE TWO BARS. B BAR NO. dt SPACING 8 9 9�14 OPTIONAL THE LAPS SHALL BE BASED ON THE SMALLER BAR. BARS LENGTH 221- 2" 21'-9" T NT CONST. J01 OPTIONAL S. N SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED 0 S L CES AR N SPACING +� B 0. dt S C G ROUGHENED ALLOWABLE STRESSES 6@10 5C� 8 D BARS OTHER THAN WN THE DRAWING WITHOUT APPROVAL THE ENGINEER.O E SHO ON E D G OU L OF E E C � " � " 1 1 2' CONST. JOINT M THAN T SPLICES WILL PERMITTED IN ANYLONGITUDINAL - CLR � CW—BARS �� 4000 p.s.L AT 28 DAYS BAR BETWEEN TRA TWO JOINTS. SPLICES SHALL BE STAGGERED. BARS H�II' LENGTH 10 - 1 4 6 1 N ,. 1 N _ 1 3 4 4 • 18 SEC. a is 1800 p•�•L VERT. LENGTH 8 - 10 6 - 2 1 3/4 w p 13 SEC.SEG C f_ 24,000 p.sIII.L 6' DNNACW BARS MAY CONSTRUCTIONEJOSIPNTIC AD20 BAR T CONTRACTOR'SOOPTION RS AT THE LOWER LONG- BAR N0. aC SPACING +� 7�10 4c� 811 L ONGITUDINAL C-BARS BARS E0. SPC. CLR 1 3/40 8 TU L CLR SHEAR AND BOND STRESSES PER A.C.I. 318-63 7• CONCRETE QUANTITIES ARE BASED ON A SIX-BY-SIX INCH FILLET. C HORIZ• LENGTH 41- 2" 11 -8N C37BARS INVERT SLAB: r.. • '5,000 p.&I. AT 28 DAYS BARS SL " 1 N I (4,000 p.ssA ASSUf�tEO FOR DESIGN) 8• IF WALL THICKNESS IS SIX INCHES, PLACE REINFORCEMENT AT THE VERT' LENGTH 8-IO 3-8 C —8ARS ROUGHENED CENTERLINE OF THE WALL. BAR N0. dI: SPACING +� 2 G INVERT 6&10 #5& 8 CONST. JOINT CONST. JOINT 9. SEE NOTE 14 ON SHEET NO. 27 FOR OPTIONAL LAP SPLICE LENGTHS FOR C2 F BARS B , F 8 FI BARS. HORIZ. LENGTH 51-711 41_ 6N 1 4 TO 12 I BARS N t1 1 N VERT. LENGTH 3-4 2 - 3 F BARS J Ir /l BAR NO. & SPACING ++ � 510 — C 3 H I 1 .1 _ OR Z. LENGTH 3 - 6 ►- i � BARS , 1 1 - _ y� [VERT. LENGTH 3 4 ' IBAR NO. & SPACING �+ �o D 4 18 *.4 18 #4 • 18� N v F 8 FI BARS MAY BE LAP SPLICED �¢� 1Z 040 BARS LENGTH 10'-8' 71-5" MAX H-BARS - AT THE CENTER WALL , AT �¢ �/l~ BAR NO. dt SPACING +� y CONTRACTORS OPTION. �� ! �I¢�/Z~ : F 5�(0, 4�161 Hi-BARS ¢a /B p r¢ dp /e" BARS LENGTH 61 - 10 21-9 T2 w T F, BAR NO. do SPACING N 8 60 10 # 86216 x t=st7'' rG0�4T�-� r�xZ-'v~ F�A•�r�-� BARS LENGTH 61'- 10" 21'-90 400 7-1 �Sr 1 I"cCe. SL.46 s� ��- Tr/� 0 2 C�'@' G BAR N0. do SPACING 860 8 50 II JAS" L ;�� r'�C,� BARS LENGTH 45 -3" 15'-9' TYPICAL R . C. BOX SECTION 'N _.�,___ G, BAR NO. do SPACING o 808 # 7 & 11 II onz -�'— y BARS LENGTH 10 '-511 51- 41' NOT TO SCALE LL"Crl. t'Cte H BAR NO. & SPACING 708 05& II 04f CO-le 3'-G" 3'- G" N✓revleY-4 '-G" 3'-G" BARS LENGTH 20= 7" 151-9" ,. BAR NO. & SPACING s 8(08 7& 11 '7 p H 7' 0~ � BARS LENGTH IIt - 8" 1 4 - 10n NUMBER OF LONGITUDINAL REINFORCEMENT #4 BARS TOP SLAB (INCLUDES DISTRIB) 130 47 sm,S ECT ION AM.SECT BOTTOM SLAB 66 31 ION SCALE: 3/8 V- �� � �� EXTERIOR WALLS 24 16 SCALE : 3/8 - I -0 INTERIOR WALL 12 8 . M TR e STREET TOTAL 232 102 AN TI TI 28 280 Q /r� U ES 70 "EAD q" CONCRETE Cu. Yds-Ain Ft. 8.0 1.85 I' 6-0 -0 211 -0 20' -0 S•_00 I' STEEL Lbs./Lin Ft. 1245 381.5 � �rra�uPs 1 N�'t"CLR. BARRIER,HANDRAiLING �+ (7YP.) AND GUTTER PER TYPICAL RCB LOCATION Z BARRIER DETAIL ,SHT N0.29 � 80X STATION FULL DEPTH 7YP/C.AF ,Q 9f 2-409 ra'e LOCATION FROM TO RE/NF. 7 pT 4 SECT• y 2% n e 2 is e n2s.e r. -.---�— B 8TH ST. 180+36 180+94 �� :.� . T. . HEADWA 0 LL T0. HEAD LL •' ' r �_ HEADWALL I 4 _ C MWD lot. 52+ 45 51+ 02 . . . ' 40 TYPt CA c4"0.=m COMPACTED SAND (TYR) ' o cS SOFFIT LINE lb ITY OF RANCHO CUCAMONGA ��G" _ 5 =0.0122 70 .: '�. CAMBER DIAGRAM — 8th ST. CUT-OFF WALLS L4 r_� PER HE,ADWALL DOES NOT INCLUDE ALLOWANCE FOR FALSEWORK SETTLEMET APPROVED D aY DAT E oETAL sHT• NO.29. REVISIONS SAN BE INARDINO COUNTY MARK DATE DESCR,PT,ON BY FLOOD CONTROL DIBTRfCT — a= WILLDAN ,ASSOCIATES ENGINEERS • PLANNERS MM1 �V° WTI[ 100, ANA . W= DAY CREEK CHANNEL ,rapFESSI�hq (604) 774-5740 (r» n•—t" T — TYPICAL SECTION . ��. �NT��4`�� UCTURAL PLANS STREE � �.8TH. PREPARED THE SUPERVISION I UNDER VI N F ' �] �. P E EDU DE E SU E S 0 0 / � i �l.�.y �I MO• —+ PROJECT ENCA. DRAWN BY: DESfGM BY: C " �' �29� `_' ROBERT MERRELL R.C.E. 28100 DATE I/4 = 11- 0" LV -30-1/ ) G.A. G. K. R. C.RC DOUBLE R.C. BOX n } 01 Ot BENCH MARK No. 01071 ELEV. 297.265 AND DETAILS I� fl4lf 4ENG,`��r�* , LOCATION: 1- ROUND MEAD BMT STAMPED S.S. 00. 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S- 90 • N }' 1 z~ TOP OF OUTER CIRCULAR RESERVOIR SLAB WATERSTOP 7 WALL EL. 1164. 70 S -3 18r /0". 00 l8" 10 . 00 18" LQ 7`'r #G �a6 '0`6@6 3,CL 512 ; EL.11 58.50 1 AO x`50/2SC�1 Z 3C 1� o I'G @G '0`G @!Z 5Ca/Z • - - -• * � -. 6 s(o EL. 1146. 48 6 . 12 6C-'G • ' 5. 0 5' O o8 @l2 Cll'C -iR 3 C p G ,� EL. 1147BARS SEE G 7 8012 ` S• 85 'v5&1Z #7 ro S.3 tJ EL. 1147 DO .� EL. 1145, 17 8(91Z RADIAL BARS SEE C �6@6 WATERSTOP IL /O = O " VARIES /0 ,- O " /B" 7f 0~LAP ' EL. /14/. 25 WRERE REO 'D SECTION K SECT1oN L j " _ / ' - O " S- 90 S-83 S•84 S•85 S-86 4-' � = l '- 0 " S- 94 S-83, S-84, S•g5, S• 86 w �_ � -- .-.. _ _ -. � . .._._ J _ f !Z"r� STD. PIPE , 6 0 WATERSTOP ( ( RANORAIL• • F"IN/Sl-1 SUfs'r.;CE _�L, 72. 45 FL. 1169- 00 '- s EL. 1170. 00 14' Q k� c v v Et. 1169. 00 - - IVOTES: . '45 �/Z5G�12 1. FOR aEAI ERAL NOTES SEE SHEET S- 1 . 9@IZ W�14"NOOK EA. END FOR TRASN RACK _ SEE / 2. FOR REFERENCE DRAWINGS SEC SNcc''S • IIG�G 6C�IZ S-94 GZ A"D Cq-3. 09@12 3 CL. 7C-' 6 3 DOWELS TO MATC14 VERTICAL WALL RE'114F. cV O WATERSTOP 9 @/Z 03,elz UNLESS OTHERWISE NOTED. •_ 701Z 7C-)/Z '4'7012 o ' 3 CL. 09 GIZ W114"ROOK EA. Ei ID • i ELEV. VARIES t `5@ /Z WATERSTOP Nl�- - EL. 6C,/Z we @G 1147. 00 u �0 RESERVOIR SLAB W w 2 CL N V Z -j o o — THE METROPOLITAN WATER DISTRICT Z N ` I 7 �v12 7' OF SOUTHERN CALIFORNIA O u lZ = o " � 3S•3 DISTRIBUTION TE � ETIWANDA W CONTROLFACILITY 0 015 o" /,� ' . W ,. 12,0" 3- 6 „ 4 " O AND RESERVOIR -- -- -- : W OUTLET STRUCTURE N ZO " O SECTIONS- - SHEET 4 SECTION m SECTION JV X :F � ' - / '- O " SIS -83, 4• 90 S- 8S-85 = W 8 '" S• 90 S 83, S•84, DESIGNS 86 i'a -i UJ� v ,l- O„ 0 4 8 /Z FEET I" DRAWN ED cs RECOMMENDS J, Z Q 1 = -' ' CHECKED A�' 'PROVEO 4J 1 s 1:O„ D t2 4 �_��' IcE,ET �,\` ��' WORK ORDER LOS ANGELES, JAN. 1990 O N0. DATE DWN. CKD. REVISION REC. APP. 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