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Home My WebLink About3471-4NOTES E MAIN LINE RCP OR I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER REINFORCED MONOLITHIC OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE ARCH. SEE NOTE 2 J cq MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER SEE NOTE 10 THAN 600 mm (240). B SHALL NOT EXCEED .75 D OR 975 mm (390). H 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN. D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A ,1111 REINFORCED MONOLITHIC ARCH. 80 me (30) MIN. I �l E LATERAL/ 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE L CONNECTOR PIPE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES \ APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. W N AROUND F 15MA0150 MM o► ~ (EDGE I c� (04 O 6•11 OC 4. VALUES .FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. TO 75 mm �"� .� ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER ~ -I «W- N Zt 1(3') R IOM O 450 mm NOTE 5. ---- (•3 OR •4 O 18•) I OC TIE BARS 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS i 0 a w o I � 4 IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. z� Way M EANDFBARS 0 m 1 i 15M 0 75 mm b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A (•5 0 31) OC. STUB IS TO BE PROVIDED IN THE -MAIN LINE FOR FUTURE CONNECTION SEE NOTE 8 OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET el 2 STA. POINT PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE CONNECTOR PIPE TABLE OF SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE 80 mm NT3VALUES FOR T CATCH BASIN OR GRADE -BREAK IN LINE. (3•) MIN. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE I STA. POINT B T INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN LATERAL RADIALLY IF ANGLE A IS GREATER THAN 450 B IS LESS THAN OR EQUAL TO SEE NOTE 3 300 nwa (121) 130 mm (S•) 600 mm (241 AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN PLAN 375 can (I5•) 130 awn (50) .5 D: OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 450 mm (Ie•) 130 awn (51) 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 525 Mai (211) 130 MIR (51) SPUR IOM 0 450 mm 60o am t2+•) I+o MM (5 1/2•) 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL (•3 OR #4 0 186) 675 mm (271) 140 ann t5 vr) TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE OC TIE BAR 755 awn (30•) 150 mat (64 TO REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE REINFORCING STEEL. I G -BARS ISM O ISO mm 825 ,,,a,(331 170 mm t6 I/2') 04 O 60) OC t- 900 mw 1369 170 mm t6 1/21 CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF 80 mm (39 MN. / �� 97S am (39*) i leo mm (71) THE SPUR. 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND SPRING ' a a TIE BARS ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A LINE �RouNDI �. ' 13 1° JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE EDGES ELEV. R CONCRETE ENCASEMENT SHALL EXTEND 300 mm (120) ABOVE THE TOP OF THE 1 E BARS ISM (sMAIN LINE AND TO THE LIMITS OF .THE CRADLE. - \ LEV. S / 080 IRa► (3.1 0 OC \ 6 BARS IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. F BARS 15M•0511 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 615. UNDISTURBED cR OAOLE. GRADE 40). AND BE PLACED 40 mm (1 1/28) CLEAR FROM CONCRETE SURFACES. HIM CONCRETE CRADLE H ' H 265-C-(20oO). UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS SEE NOTE 9 THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (60). SECTION Z -Z SECTION M -M 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRp'��'�B'THE JUNCTION STRUCTURE - PIPE TO PIPE INLET "MSC`"" PUBLIC E STANDARDS INC., 1)?: 600 mm 124' OR ID > 112 MANS! LIME � 331-2 ��s .CATCH 3t2 REV. IM SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 331 - 2 JUNCTION STRUCTURE - PIPE TO PIPE INLET ID Z 600 mm 2411OR> 1/2 MAIN LINE ID SHEET 2 OF 2 K IN L N W A C A - uCURB OPENING - - - "- -" -- NOTE: o CAT BASIN (S) s i( $ 3 g n I ) I B 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. CURB THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB CURB POINT A INT g POINT 0 A PLUSH (SEE APPLICABLE CATCH BASIN STANDARD PLAN). POINT C/. GUTTER T _ • "- 3. IN EXISTING STREETS WHERE NO PAVEMENT =REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. POINT E W 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE 4PAVEMENT REMODELING IS INDICATED: WO u POINT F LS -A B POINT G � � THE ELEVATIONS OF POINTS F AND G SHALL BE SET Hl HIGHER THAN THE GUTTER FLOW LINE i m---pIRECRON FLOW ELAN M m ELEVATIONS AT POINTS A AND - D. RESPECTIVELY. --DIRWnON OF FLAW s a: N K w L N iv THE ELEVATIONS OF POINTS P AND R SHALL --BE SET H2 HIGHER THAN THE GUTTER FLOW LINE °z � � + - _D - - r �- � ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET 112 HIGHER THAN THE ELEVATION AT THE NEAREST - GUTTER FLOW LINE. ANT B POINT c POINT D . WHERE THERE IS NO .GUTITR ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF fi INT A FLOW LINE .PROFILE FLOW LINE E SHALL BE SET Hs HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: CASE A H = NOTED ON THE PROJECT PLANS. N L -WO L N H) _ NOTED ON .THE PROJECT PLANS. La � N CURB OPENING -_ _ - -'I H2 - NOTED ON THE PROJECT PLANS. E �o CA BASIN (S) - W A H3 - NOTED ON THE PROJECT PLANS. e W< r 1 G- 600 mm (2 Feet) 8 3 i I I I C K- 1.5 m (5 Feet) - _ - - - _ L - 1.8 m (6� Feet) CURB M - 1.2 m (4 Feet) CURB' POINT A INT 8 POINT D & POINT C V GUTTER) N - 1.5 m (5 Feet) Wo - CATCH BASIN W FOR ONE CATCH BASIN OR -DISTANCE BETWEEN EXTREME END WALLS POINT E FOR MUTIPLE CATCH BASINS. iY POINT F CTHE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). J .� DIREM N OF FLAW_ PLAN .�-p pN y m 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC- AND ENGLISH 'UNITS ARE NOT EXACTLY EQUAL mm o VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC CC 1N L - wD L N r VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE I SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR -CONSTRUCTION SHALL BE ENGLISH VALUES. POINT D POINT A POINT B POINT C FLOW LINE PROFILE flow LINE ACSEB 25(17 15Q naR (6 25 mm (19 150 mm (6.) 25 mm (1-) M M M,G,OR VAR. 450 mm VAR. VAR. 50 mm VAR. - (2h ' RIDGE I FACE + H d t^ VALLEY r VALLEY SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATW LOCAL DEPRESSIONS STANDARDPLAN ,,, PUBMwomm"ommw-, 11 AT BASINS . METRIC 313-1 SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK THE TOP SLAB OF THE BASIN MAY BE .CATCH 3t2 REV. Im SHEET 1 OF 4 USE WITH STANDAFW SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AMERICAN PUBLIC WORKS -ASW- IAT10N . SOUTHERN CAF ORNIA CHAPTER STA �DCPLAN 313-1 LOCAL DEPRESSIONS AT CATCH BASIN& I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SHEET 4 01:4 Q O REV e DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT s) W z 2 u 0 J rI '15M O 300 W0040121 Vsns ACE PLATE EACH WAY SSEMBLY -5 nw AII4•)R TREET, OUTTER. . LOCAL OEPRES- NOTES: I I IwxfM I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED PROMULMMI) BY THE PUBLIC WORKS STANVARDS LINE IFLOW PLANE SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK THE TOP SLAB OF THE BASIN MAY BE na 3t2 Prepared Under The Supervision Of : IN THE CE MEPMM OFROF �® Tom, Imo. 10801 CHURCH STREET, STE.107 RANCPHONE (909) 948-1CUCAMONGA,3 191730 Date :(1.3-03 ( I • I LCCRINB I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURB LINE 2EXTRA15 I I STEPS ON 2 I ES OF) °�V" iv TRACT 16099 & 16099-1 DESIGNED BY: MN D T LS PROVIDED WITH A WEAKENED PLANE OR A 25 =101 DEEP SAWCUT CONTINUOUSLY AROUND I I 1 AMANHOLE ND COVERRAME ICATCHMANHO I I J EAFRAME E I c Id AND COVER oo N COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE N N L = ♦ s RCE 62183 EXP. 9-30-05 BASIN. WI^ o� 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE WE SHAPED BY PLASTERING. <c zF o� 300 mm 75inn 300 STEPS AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE (121)MAX. (3•)R EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE I I N u I I I /--100-mm DOWEL (TVP.) PLAN SION SURFACE STANDARD PLAN 300 - 2 SHEET 2 OF 2 CURB OPENING CATCH BASIN I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED PROMULMMI) BY THE PUBLIC WORKS STANVARDS CURB\OPENING CATCH BASINOKC METRIC SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK THE TOP SLAB OF THE BASIN MAY BE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 3t2 Prepared Under The Supervision Of : IN THE CE MEPMM OFROF �® Tom, Imo. 10801 CHURCH STREET, STE.107 RANCPHONE (909) 948-1CUCAMONGA,3 191730 Date :(1.3-03 UTY OF F NTANA, CAL OO RMA POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS N SLOPE, USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STREET PLAN AND STORM DRAIN PLA N OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE °�V" iv TRACT 16099 & 16099-1 DESIGNED BY: MN D T LS PROVIDED WITH A WEAKENED PLANE OR A 25 =101 DEEP SAWCUT CONTINUOUSLY AROUND 75 mm �(31R THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH J OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE. o E u DRAIM NO.: 3471 COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE N N = ♦ s RCE 62183 EXP. 9-30-05 BASIN. WI^ tF 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING. - (4I 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL 300 mm 75inn 300 AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE (121)MAX. (3•)R EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE - THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS: B - 970 mm(3'-2•) V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF -OPTIONAL SU807ADE CONNECTOR PIPE OR MONOLITHIC THE CATCH BASIN AT THE OUTLET - 1.35 m(4.5'). CATTCH VU 2 THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT g COWBASIN CONNECTIONTHE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(121. SECTION A -A ..V1 - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. 200 e. IOM(•4) H - NOTED ON THE PROJECT PLANS. W = NOTED ON THE PROJECT PLANS. 90 A = THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. L C 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. ` WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL DOWEL DETAIL SKEW NECESSA THE INSIDE 80Ar1m(3') PAPE E AROUND WT HINA INSUREEMINIFMUM EDMENTCALL THE CATCH BASIN WALL. AND 75 mm(3•) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL TO THE EVEIN R ANGLE *AN kTA ISSHALL CATCHIBAS N WHENATCH USED TO JOINATHECCONNECTOR PIPE LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED IONS AND IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE 1EMENTS IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT - REINFORCEMENT TING STANDARD LENGTHS OF PIPE. REQUIRED IN 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. "RONT END THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL WALL IREAR IBOTTOMI SLAB WALL BE SPACED 300 mm(12•) APART. THE TOP STEP SHALL BE 175 mm(T) BELOW THE TOP TO THE JwALLI MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mm(5'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE 15mm 0 300 mm BACKWALL. (14 0 12" 0. C.) B. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT E 310 CATCH BASIN FACE PLATE- ASSEMBLY AND PROTECTION BAR 1 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP N F 636 POLYPROPYLENE PLASTIC STEP R 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL j0 c VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE E UA METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED V//R FORSHAMETRICBAR SIZEENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION iM TSF AMERICAN PUBLIC WORKS ASSOCIATION . SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300 - 2 SHEET 2 OF 2 CURB OPENING CATCH BASIN STANDARD PLAN PROMULMMI) BY THE PUBLIC WORKS STANVARDS CURB\OPENING CATCH BASINOKC METRIC ENC. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 300-2 Prepared Under The Supervision Of : IN THE CE MEPMM OFROF �® Tom, Imo. 10801 CHURCH STREET, STE.107 RANCPHONE (909) 948-1CUCAMONGA,3 191730 Date :(1.3-03 UTY OF F NTANA, CAL OO RMA REV. 1M SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -�A I S�qLE- 1 " 10, LOT �A PROP. R/W LOT 18 CURB SEE SHEET 2 FOR CATCH BASIN 6� DATA NOT SHOWN HERE .091 c\ 9� , DETAIL OF LOCAL DEPRESSION -��'' ��. +�" R I Lek - ''.' ...J 1 1. FA:; 0 ai..�-'DAV C" FUF`N'S N,TD DY 0T'HI . Rom. T ENG91E--Cit t x DT t^� RESPONSiBLE Fats AN.Y E `RS ORI 0.kfl 0' ' l" ITCH HAVE �� . TEEN INCORPOR D INTO THE DC&M'FiN T 5 AS A RESULT THEREOF .oASE "B ; 1414' I SCALE 1---10' AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300 - 2 SHEET 2 OF 2 CURB OPENING CATCH BASIN 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING 90% COMPACTED \� \� \ NATIVE BACKFILL \\ \\ 3" MAX. SIZE GRANULAR BEDDING FROM SELECTED TRENCH SIDE �\ MATERIAL (1" MAX. SIZE). \ III N Z III O L Jj ` a III= a _ HE 6" MIN. III = 8 MAX. III= s ` III J w III z M ' �o �w M NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. 3. CLASS II AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH. NOTE: COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. STORM DRAIN GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. STORM DRAIN TRENCH DETAIL NOT TO SCALE V vc �, �, : - Y BENCH MARK: # 615 PAR R04D SPOT AT INIERSEC71Mi N OF CITRUS AW9A E AAV LOS CEDROS AW MJIE NII POSER POLE NM 9011E ON 7tA'= EAST SIDE OF CITRUS AWM E ELEVATION: # 1467.39 OF BEARINGS: EAST LW OF SECTIVIV 30, TOWVSW 1 RANGE 5 NEST, SMI , SHOww AS N 01727tO-W ON 7R%ICT MAP 159OR FXED W BOOK 271. AGES 34 THROUGH 39, #JCLUSIVE OF OF SURVEY, RECORDS OF SAN COUNTY DAIE ENOL CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �Q� o� s�Fti i < No. 62183 N i � Expt 9-30-05 � gTFpF� LFOciv�`, Prepared Under The Supervision Of : IN THE CE MEPMM OFROF �® Tom, Imo. 10801 CHURCH STREET, STE.107 RANCPHONE (909) 948-1CUCAMONGA,3 191730 Date :(1.3-03 UTY OF F NTANA, CAL OO RMA STREET PLAN AND STORM DRAIN PLA N °�V" iv TRACT 16099 & 16099-1 DESIGNED BY: MN D T LS Sc�u AS SHOWN DATE 12-02-03 CHECKED BY. BY: / MNA/ Z ' ' 7-:�NGIIEER R.C.E. 51152 DATE DRAIM NO.: 3471 4 4 RCE 62183 EXP. 9-30-05 01-04 WI^ JA826-1175\streets\stO4.dwa. Plot. 12/02/2003 04:44:20 PM. fs