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Home My WebLink About3328-2D L T /F /.O' 4'� METRIC „ ' GREENBOOK CGuwl'1TEE VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF VALUES USED FOR CONSTRUCTION 24" 1.0 6• 36' 1.5 8` 48' /.5 /0 57" l.5' /0" 60'7 7 75 CASE I AND CASE 2 [__667E_2757= IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: L IF ANGLE A IS LESS THAN 450 OR IF D IS LARGER THAN 600 mm NO TES 1. A concrete collo is required where the change in grade exceeds 0. l0 ft. per fool. 2. Where Apes of different diameters are jo%ned with a concrete collar, L and T shall be those of the lager pipe. D=91 or D2, whirr is greater. „ 3. For pipe lager thou 66 a special collar detail is reQuii,t'd. 4. For pipe size not listed use next size lager. 5. Oml? reinforcing on pipes 24 and less in diameter and on al/ - pipes where ongle A is less than /O° :. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER t MAIN LINE RCP -1 o` STANDARD PLAN PROMULGATED WORKSANDA.RE . PUBLIC WORKS STANDARDS INC. ' CURB OPENING CATCH BASIN METRIC „ ' GREENBOOK CGuwl'1TEE VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF VALUES USED FOR CONSTRUCTION 00 - 2 .. 1964 �45� BACKFILL WITH REV �� USE Y+'!TH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT?CN SYEET i OF 2 C LATER AL/CO NNNECTOR PIPE -- t MAIN LINE RCP Q - RV i o� • CLASS C MORTAR \ \ STA. PT. I tB A 45• r. 100 mm 4• 0 0 CASE I PLAN .v 265 Kqq-C-14 Mpa (450-C-2000) CONIC. ENCASEMENT. .� SEE NOTE 5 SEE NOTE 3 5 mm (1/2•) MIN ! SEE NOT 4 h -- --- /� LB>45°- CASE 2 (SEE NOTES 9 a 10) OF EXISTING OR PROPOSED )F THE BASIN MAY SE PC)URED �E SAME CLASS OF`CONCRETE SHALL BE PROVIDED WITH A ND THE EXTERNAL PERIMETER F THE SIDEWALK. SURFACE OF OR, FINISH, AND SCORING TO I. FORMS, AND SHALL NOT BE LL HAVE A LONGITUDINAL AND THE GUTTER GRADE EXCEEDS • CONC. PIPE. RCP OR CSP t MAIN LINE RCP -1 o` oov, FOR OUTLET SEE STD. CATCH BASIN PLANS j,ft)v C!CONC. H BASIN FLOOR t PIPE. RCP OR CSP 1/2 00 MIN. BACKF ILL BEDDINGE --j 00 CASE I SECTION C -C E z "•� TO SUIT E )NS o Ea Ea x ,NCV ST PLAN CASES 3 SADDLE CONNECTION SECTION CLASS C MORTAR GENERAL NOTE MIN. 6 _ 15 mm (1/2•) SEE NOTE 4 oov, ----11 1 (5 BEDDING OF ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2 -INCH RADIUS., VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF VALUES USED FOR CONSTRUCTION INLET PIPE „•.'„._ �45� BACKFILL WITH +'• SEE NOTE 265 Kqq-C-14 Wo (450-C-2000) ••�� I .CONCRETE OR IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE 7. COMPACT SOIL TO OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. . CASE I AND CASE 2 RELATIVE DENSITY IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: L IF ANGLE A IS LESS THAN 450 OR IF D IS LARGER THAN 600 mm REQUIRED BY THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE (24•). THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. SPECIFICATIONS ELEVATIONS AT POINTS A AND D, RESPECTIVELY. "• UNDISTURBED EARTH THE ELEVATIONS OF POINTS P AND R SHALL BE SET HZ HIGHER THAN THE GUTTER FLOW LINE BEDDING. PER ELEVATIONS AT POINTS B AND C, RESPECTIVELY. SPECIFICATIONS CASE I SECTION B -B FOR OUTLET SEE STD. CATCH BASIN PLANS j,ft)v C!CONC. H BASIN FLOOR t PIPE. RCP OR CSP 1/2 00 MIN. BACKF ILL BEDDINGE --j 00 CASE I SECTION C -C E z "•� TO SUIT E )NS o Ea Ea x ,NCV ST PLAN CASES 3 SADDLE CONNECTION SECTION CLASS C MORTAR GENERAL NOTE MIN. 6 ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE EXCAVATED TRENCH OR IF+LAID ON H2 = NOTED ON THE PROJECT PLANS. 1. SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS NOTES: ..DIMENSIONS 'ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2 -INCH RADIUS., VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF VALUES USED FOR CONSTRUCTION 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. ENGLISH UNITS ARE USED. ALL 6. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB SHALL 8E ENGLISH UNITS. PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). NOTES 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. . CASE I AND CASE 2 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: L IF ANGLE A IS LESS THAN 450 OR IF D IS LARGER THAN 600 mm THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE (24•). THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. WD= CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FO ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE INLET PIPE SHALL NOT EXCEED INTERSECTION THE INSIDE WALL 0 MAIN LNE THE ELEVATIONS OF POINTS P AND R SHALL BE SET HZ HIGHER THAN THE GUTTER FLOW LINE 2. THE OUTSIDE DIAMETER OF ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 8 INCHES. THE ELEVATION OF POINT S SHALL BE SET HZ HIGHER THAN THE ELEVATION AT THE NEAREST 3. THE INLET PIPE SHALL ENTER, THE MAIN LINE RADIALLY. IF THE GUTTER FLOW LINE. INLET PIPE CANNOT ENTER RADIALLY. THEN ANOTHER STANDARD AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION,'THE ELEVATION OF POINT STRUCTURE SHALL BE SPECIFIED. GRATING CATCH BASIN WHERE E SHALL BE SET H3 HIGHER THAN THE ELEvATION AT THE NEAREST TOE OF CURB. 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE �. DIMENSIONS: OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (1•) MINIMUM 'LOCAL DEPRESSIOUS AT CATCH BASINS—X13-Ii H = NOTED ON THE PROJECT PLANS. TO 75 mm (3•) MAXIMUM. 10. H =NOTED ON THE PROJECT PLANS 5. RN ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE EXCAVATED TRENCH OR IF+LAID ON H2 = NOTED ON THE PROJECT PLANS. • SHEET 2 OF 2 IF LAID WITHIN THE MAIN LINE FILL WHICH HAS NOT BEEN DENSIFiED. H3 = NOTED ON THE PROJECT PLANS. G = 2 FEET. 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE K = 5 FEET. OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCA. L = 6 FEET. 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. M = 4 FEET. N = 5 FEET. 8. STATIONIFI DRAWINGS PLIESAND AT THE CENTER WD= CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FO INTERSECTION THE INSIDE WALL 0 MAIN LNE MULTIPLE CATCH BASINS. LINE OF INLET PIPE. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 8 INCHES. 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A THE GRATE WILL BE SUBJECT TO AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER STANDARD, PLAN GRATING CATCH BASIN WHERE VEHICLE TRAFFIC. 'LOCAL DEPRESSIOUS AT CATCH BASINS—X13-Ii 10. FOR CASE 2. NOT MORE THAN 3.5 m (12') OF INLET PIPE SHALL BE SHEET 2 OF 2 - LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CASE 3 11. CONNECTIONS TO PIPES 525 mm (21•) OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13 TO FIT OR THEDE OF THE MAIN CONNECTOR PIPE INE SLINEyANDVER THE ITS -AXIS WILOLOLE SOIM BE ON THE GRADE OF 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2. CALIFORNIA CHAPTER STANDARD PLAN ,R SHALL BE THE SAME AS THE AMERICAN PUBLIC WORKS,ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHE METRIC _ NOTES LET. STANDARD PLAN ,JUNCTION STRUCTURE - PIPE TO PIPE 332- 1 PROMULGATED BY THE JUNCTION STRUCTURE - PIPE TO PIPE METRIC 1D 600 mm 24")j_ SHEET i. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER PUBLIC WORKS STANDARDS INC.. � . GREENBOOKcoMMrrrEE [ID � 600 �t"1m (24")] 332-1 _ -' - OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE IOUURB AND THE INVERT OF THE REv. m USE WTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1OF2 MAN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 600 mm (24•). B SHALL NOT EXCEED .75 D OR 975 mm (39•). E MAIN LINE RCP OR REINFORCED MONOLITHIC 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, URB AND THE INVERT AT THE ARCH. SEE NOTE 2 -' cq THE REQUIREMENTS OF NOTE J _+ D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SEE NOTE 10 SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME H H MANNER AS FOR A PIPE. A CONCRE7E CRADLE IS NOT REQUIRED FOR A URB AND THE INVERT OF THE REINFORCED MONOLITHIC ARCH. 0 R� 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE I I INTERSECTION OF CENTER IN F MAIN LINE AND (3:1 SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN ACONNECTORAPIPES TIONS )F THE CONNECTOR PIPE AND 80 mm (3') MIN. I� �'--�'j d� APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH TTACHED. 1 U. �: _ CONNECTOR PIPE THE CONNECTOR PIPE CENTER LINE. VLESS OTHERWISE SPECIFIED, U. OF THE BASIN. WHERE THE I / 4. VALUES FOR A. B. •C AND 0 SHALL BE SHOWN ON THE PROJECT DRAWINGS. E PIPE SHALL INTERSECT THE ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REOUIRED PER D AT A SKEW NECESSARY TO G BARS NOTE 5. rHE CATCH BASIN WALL, AND F (ROUND I Fti' 15M O 150 mm 3-m4um rfALJIUJ ur r'SUUINUIINU Ur JI MUL.I UNI: L.UINILhSCI C, ALL APiUUIJD, ADJACENT TO PIPE ENDS. A .4 m (EDGE 11 p (•4 O 6') oC 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE Ic W �, 70 75 mm- ---- �"�� IF THE INLET PIPE IS TO ENTER :THE MAIN LINE RADIALLY. CATCH BASIN °WHENEVER ANGLE "A" IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES, W O ~ o E Z± �(3') R IoM a 450 mm b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A z (•3 OR •4 O 18•) OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OFA w o = E ( OC TIE BARS STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN w w o I I �, OF AN INLET PIPE. CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. a �' a N M I - E AND F BARS C. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET I 15M075mm 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, `� ' (65 O 3•) OC. PIPE IS TO ENTER THE MAN LINE OTHER THAN RADIALLY. INLET PIPE THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE / SEE NOTE 8 SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE SPACED 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE , CATCH BASIN OR GRADE BREAK IN LINE. AND PROJECT 2-1/2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES.`,"LPOINT CONNECTOR PIPE TABLE OF 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE 7; DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIMUM) ALONG THE ,'`' I SEE NOTE 3 VALUES FOR T INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN BACKWALL. I � � 80 mm RADIALLY IF ANGLE A IS -REATER THAN 45°. B IS LESS THAN OR EOUAL TdL 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: t `� (3•) MIN. 600 mm (24•) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN 308 MONOLITHIC CATCH BASIN CONNECTION STA. POINT B T .5 D: OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 309 CATCH BASIN REINFORCEMENT LATERAL 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION CF PIPE. 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR SEE NOTE 3 300 mm U2•) 130 mm (5•) 312 CATCH BASIN MANHOLE FRAME AND COVER PLAN 375 mm U5') 130 mm (5•) 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL 635 STEEL STEP 450 mm (18.1 1 130 mm (5•) TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE 52s mm (2t-) 130 mm t5•I TRANSVERSE R'EINFORCEMEN'T OF THE MAIN LINE SHALL BE CUT AT THE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300-0 CURB OPENING CATCH BASIN • SHEET 2 OF 2 A^rWDSHDeA/t�l 6 ° w 51 6 ` hS {owht �� r t - CLLR@' OPENING -. W a CURB OPENING I-- - - --- '- -� { CATCH BASIN (S) i - - - =o W CATCH BASIN (S) I 1 I 1 zF" Bf I I ! Nyt7 I C - �'--I POINT D CURB POINT A POINT 8 POINT C Sp POINT D CUS G� t k POINT A DE POINT B POINT C Sl4 d ` CURB s- I Rq� CURB �P q/G GUTTER STRAIGHT GRA yQ �FGR4 GUTTER! s J T P\OGti RIDGE DE Y O`c g( J F POINT E S��_L111 1 POINT .E POINT F A B PONT G '�' POINT F PLAN POINT G JQ W -f DIRECTION OF FLOW PLAN --- DIRECTION OF FLOW <Q li m DIRECTION OF FLOW +- DIRECTION OF FLOW �� m a4' O= Cr.�On z On Xm zv (zQ tu W L I1....�� K W l N N L D o� N' r - o--- 6 �, '.I f 5r G' �-- -- --- --�-� L 1 POINT D POINT D POINT A POINT B POINT C FLOW LINE POINT .A POINT B POINT C FLOW LINE FLOW LINE PROFILE FLOW LINE PROFILE CASE A - _ STANDARD PLAN CASE B LOCAL DE€'RESS10NNS AT CATCH BASINS _ 313 D USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2• SPUR IOM O 450 mm 600 mm (24•) 140 mm 15 v2-) CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF (•3 OR •4 O I8•) 675 mm (27•) 140 mm (5 1/2•) ? THE SPUR. OC TIE BAR 750 mm (30•) 150 mm (6•) RyINFORCING STEEL G BARS 15M O 150 mm 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND (•4 O 6•) OC r 825 mm (33•) 170 mm l6 I/2') 900 mm (36•) 170 mm (6 1/2•) ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A 80 mm (3•) MIN., / `� 975 mm (39•) 180 mm (7•) JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE �/� r EEN N MAIN LINE AND TO THE LIMITS OF THE CRADLE.`, LINE NG 'ROUND ' 134---"'m-�� CD ao TIE BARS IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRA -� II EOUN ELEV. R F OPPOSITE INLET MAY BE OMITTED. t E BARS 15M (5) G BARS 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 6 ELEV. S / O 80-ym-m (3•) OC / \ Q�pFESSION GRADE 40). AND BE PLACED 40 mm (I 1/2') CLEAR FROM CONCRETE SURFACES. T T p M• �< UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LES: F BARS 15M (•5) �<c, pf` THAN J DISTANCE FROM CENTER LINE WITH J=70/12 + 150 mm (6•). O 75 mm t3•) OC ; / Nv . Z m 11. FLOOR of THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE of UNDISTURBED CONCRETE CRAOLE. �l`�` EARTH H I H 265-C-14 (450-C-2000). W 17788 m THE SPUR. -- SEE NOTE 9 EXP: 06-30-05 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT SECTION Z -Z SECTION M -M LPA ti� EXACT EOUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR '9T CIVIN- �� CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN F ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNI, S 1j�-(•E : a=4r'�r b _bon OF CALL -0/J��D7 IA, k)tt4'?l ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. ' c = 3G." AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD P LA I JUNCTION STRUCTURE - PIPE TO PIPE INLET METRIC AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER la l ID > 600 mm 24" OR OD> 1/2 AI 331 2 / MAIN LINE ID JUNCTION STRUCTURE - PIPE TO PIPE INLET STANDARD PLAN SHEETS JF2 ICWORKSTEDBrTHE METR1c BENCH MARK: R-1 CAI TRS$ BASIS OF BEARINGS PUBLCWOR165TAN0MD5ttJC.. ID > 600 mm (24') OR OD > 1/2 fvWN LINE ID ,331 2 ry .. . CITY OF FONT N . CALIFORNIA GREFNBOOKCOMMITTEE - BRASS CAP IN CONCRETE S.C.E. TOWER THE BASIS OF BEARINGS FOR THIS MAP - . 343 N/0 HIGHLAND AVE.0.2 MI W/ IS THE CENTERLINE OF SAN SEVAINE ROAD LEG SAN SEVAINE ROAD. 2.65 Mi. W. ALONG BEING "N 00 20'44"tE" HIGHLAND AVENUE FROM SIERRA AVENUE ELEVATION: 1428.6090 DRAWN BY PREPARED BY: JMVJ D IG D: J, C1_. I LSON ASSOCIATES CHECK CIVIL ENGINEERS LAND SURVEYORS 1' 223 NORTH FIRST AVENUE M is UPLAND, CA. 91785 JOB NO. V=;P (909)920-0209 rAX O1 -28A RE.VISIONS OVAL DAT P. I Y DATE C909)985-2885 TRACT N0, 16291 ^T® . MA IW PLA c L ."i VE C;v I CITY ENGINEFR R.C.E. 51152 SCALE: AS SHOWN SHT 2. 0r- '2- G N0:DATE: I 00" AM:" MAY 2002