Loading...
HomeMy WebLinkAbout4312-240e 3 41M(04) J BARS, C.41.2 1.4 to(W-R•I LONG, ROUND TO 7S nun (39 R m-•----dPTIQHAL 73 om (3`I DC COH71N4JE F - DI F OPTIONAL FILLET (�- ) EDGE IOP ADDITIDNAL BARS T CONCRETE 150 mm IS') OC TO INSIDE - ,;r, r EDGE OF MANHOLE Q/e C tC USC VSIYH STANDARD 5PEGIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SPUR MOO mm (60'1 125 nem : 50 mm {5'x • 1 ISO mm (B') L_ -15W01 H BARS 900 min m 2.1 PIPE I ANY STANDARD 13'-0') LONG BARS. 75 mm �`7 \ PIPE JOINT _950 wrn.17 2100 mm 184•) t39 OC CONTT E 13') INU 2250 mm„L90' ■ ■ DETAIL 150 mm (61) OC 4-20M(x61 E BAR$P'i (RINGS AND COVER NOT SHOWN) O SEE MOTE 3 r 'SEE NOTE 7 IOM a 450 mm (F3oft, '96Yah 17.1 4 mm SI ' 445 mm ill I12' OR 04 0 IB') OC ti a1 �V 3600 mm 110.h'1 TIE BARS A B. B BARS lz 4 �� f mm (Al m(Al 530 mm 104' 395 -,(15 Ill' 2702 mm 1106'1 y- Nt '-JM�LR 2650 rnm [N7_} 300 �mm 10"F" -STREET _ 1 D i % GRADE 44mm 17 1/2' OF SPUR t 1 453 mm 116.1 WITH A MAX. �� MANHOLE FRAME OF 1050 mra _ AND COVER PER -PLA-�IV-�I MANHOLE w STA. PLAN 6$0 4 SHAFT cn PER STD. F D BAR $ (SHAFT NOT 5HOWN1 PLAN 324 CONC. PIPE OR RCP -- STEPS 1- TIE fARS 15M 0 150 mm (05 4 6'} OC F BARS 0•^ TIE BARS F BARS 125 ■M It 50 mm E TIE 15'x2') ISM {*57 BAR$ PIPE SEAT -'-- F i F A BARS I 125 rpm T ELEV, 9 2s R■ ELEV. R 25'1 d 8 BARS �T ISM O 450 mm 404 0 18-) ~ °i OC BOTH WAYS, TO BE SECTION G' -G 15M 0 450 mm (94 P IS-) OC USED WHEN B IS 1500 mm BOTH WAYS. To BE USED (II OR MORE WHEN D2 IS 1500 rnm (60') Di iD OR MORE - - z E w. 1- BURN OR CUT PIPE TO SURFACE z OF CONCRETE. ROUND EDGES OF CONC, PIPE OR RCP SECTION N -M -P -O RC BOX -CONCRETE RINGS PER 15M a 100 mm o:''� OMIT THIS STEP IN STO, PLAN 324 PAVED 5 TREETS - - 125 mm H BAR - ; (5') STREET GRADE 125 mm x 25 mm (5• x 1'1 150 mm Wm RING SEAT 15M (■5) ISd( 'n =I 400 mm lllo') FOR PAVED ~ 150 mm (64 1 STREETS. 650 mm (2'-2-) H BAR CONC. PIPE, 1�3 J FOR UNPAVED STREETS-' Al - 150 150 mm 61 VARIABLE AGP OR CSP TIE HAR5 " �~- E BARS ' 250 mm (6•)/ TIE BARS 15 F F J BARS ROUND EDGES TO ' 75 mm (31) R AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER �.�. P! )M M;.tr,•,-toev'I�_ -1110 -INC,. MANHOLE PIC- E TO PIPE 517ANDARD PLAN III %V. RKSSTr.I<VAy: �y k A��.�rKtD.t,n� METRIC: 3f2 '975 mm (LARGE SIDE INLET -1 I• R "Nn =-K COMA e I c t USE WITH STANDARD $pFCIF1CA7JQN5 FOR PUBLIC V4'6RKS CONSTRUCTION t LATERAL/CONNECTOR PIPE CONC. PIPE, RCP OR CSP t MAIN LIHE RCP t MAIN LINE RCP )CO } CLASS C i 1j ml MORTAR p I Qv SEE NOTE 4 ro 1 -, STA. PT. n?B REDDING OF 1 INLET PIPE cg54 BACKFILL. WITH ?' SEE NOTE 6 1) kkAi450 265 Kg -C-14 Mpa (450-C-200pk I CONCRETE OR COMPACT $OIL TO E 10 RELATIVE DENSITY = a REOUtREV BY SPECIFfCATI0N5- 0 - UNDISTURBED EARTH BEDDING, PER CASE I SPECIFICAT104S PLAN CASE SECTION B -B FOR OUTLET SEE STD. CATCH BASIN PLANS e 24�4k, CATCH BASIN FLOOR a0 265 Kt -C-14 MPa 1450-C-2060) CONC, ENCASEMENT. 1/2 OD M1 N. ° SEE NOTE 5 t5 CONC. PIPE, BACKFILL (6 RCP OR CSP a SEE (VOTE 3 BEDDING 15 mm 0121'MIN SEE NOT 4 1 451 CASE 2 CASE SECTION C -C (SEE MOTES 9 a 101 100 _MM I VARIES TO SUIT CONDITIONS Eo PLAN CASE 3 SADDLE CONNECTION Ilm o � f CLASS C MORTAR STA. --- SECTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER P°07uM;^ tU' I JUNCTION STRUCTURE -- PIPE TO PIPE ;TaN�ANIC rtiN PVtl N,.VOORKSST ND Ra.: INC., '975 mm 1813 rrm I 1 I• R "Nn =-K COMA e I c t 7 7 60D 332 - `E ,;r, [ID < mm (24 )� rnm Ila') k -r lum EH=CT I0�' 2 USC VSIYH STANDARD 5PEGIFICATIONS FOR PUBLIC WORKS CONSTRUCTION HDR ENGINEERING, INC, 2880 MARKET STREET, SUITE: 100 RIVERSIDE, CA 92501 (951) 320-7300 i I-- C. SHAFT I 12S mm x 50 mm (5' x2') I PIPE SEAT D BAR S ES P TOU75 mmND G(3') R �� I r-1 700 mm SIATION �.-4 1 ELEVATION STATION ELEVATION LONGITUDINAL SECTION TARLf. QF. BARS 81 E6 A 8 Q_9.a4- m I ' ^97 mM ISMO 7S mm I•S CI 3'k ISN P T� mm s-0 6'1 105D mm 142' -2104 mm (H4')M O . m 4.6 'I 15M 4150 mm 1•5 O 6•J 225-0 601� Mm 144' 11 7 mm •7 20M 6 150 mm ABLE OF VALUES FOR M (SEE rd0TC 2P SECTION PAVED STREET _ UNPAVED STREET SECTION MIN. 'R-M-P-Oj 86T mm l2'-10 1/2'1 __ 1060 mm C -C IM nm III) I7 m 10 1/9'1 41J m 1 -0-mm 15' TABLE CF VAL ES 4 STANDARD r1A1a 32)2R- � MANHOLE PIPE TO WIPE. (LARGE SIDE INLET) 900 mm I 5 mm 46 W29 '975 mm 1813 rrm I 1 1050 mm (4e^' 1so mm I L5 1125 mm (451 1B5 mm/4' )206 mrn4 rnm Ila') 7S mm il' 15 mm I V 1/ 150 mm a' 4 mm 230 mm -J-mm MOO mm (60'1 X40 m 7 mm 6 ') � 55 mm 10•) 1630 m 166' SO 114 If4') 1725 mm 69' T U T mm (72•1i' S mm 1 4.1 _950 wrn.17 2100 mm 184•) m 320 mm (12 1/2' 2250 mm„L90' m E3 a/4•) mm 240 mm 961 355 tl4') 2550 mm (102.1 2700 mm I B` 355mm -4-0,11m 116' P650 mm (1141) g20,Ln_A tlb In-) 0 mm (1201) 3150 mm (12,51 7300 mm 532'1 17.1 4 mm SI ' 445 mm ill I12' 3450 mm 536 445 mm (I7 if ' 3600 mm 110.h'1 455 TABLE 4F VALUES FOR 7 STANDARD r1A1a 32)2R- � MANHOLE PIPE TO WIPE. (LARGE SIDE INLET) 00 mm 112.1 !00 mn 4 75 rm 55')10 m (4 (/ ' 450 mm (15') 115 mm 14 1/2'1 25 mm 21' 125 mm 45' 600 mm (24') 675 mm (271) 135 mm 15 1/4.1 NO 750 mm (30•) ISO mm 464 ,�25, rrrn 133'1 900•IS5 _ 4I64 1ren (6 min (6 1/21) X973 rnm 138.1 ID$O mm (9Q' IN enm 17�_- 1�C1 mm 17,r2• 1125 mm (45'1 195 mm 17 3/4•) (20Qmur.,i4 205 mm 18' 1275 mm (51') 215 mm 46 1/2'1 1550 mm (54'1 14 275 230_Dm 19') ._ -1'13 ;wig 04.1 1500 MM (BDII 240 9 I 1575 mm (63'1 255 mm 00.1 • 1 21 rnrn I10 ' 1723 mm 169.) 275 mm (10 3/41 1300 mm 72'1_,_-_ (950 mm 178) 2B0 mm 51' - 306 mm (11 3/49 2100 mm (04') 320 mm (12 Irl-) 230 mm 190'1 335 mm (13 i/4'1'" 400 mm'969 mm (Al m(Al 530 mm 104' 395 -,(15 Ill' 2702 mm 1106'1 405 mm (169 2650 rnm [N7_} 300 �mm 10"F" 42 mm i6_ 1/ 430 mm 150 mm (126'1 430 mm U7'1 2')_450 7 fl R-6-0-0 44mm 17 1/2' mm 11441' 1 453 mm 116.1 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDAINU PLAN Id 'A RIC MANHOLE PIPE TO PEPS LARGE SIDE INLET' 322-1 SHEET 2 OF 4 GENERAL NOTE I . DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL eE ENGLISH UNITS. NOTES CASE I AND CASE 2 I. IF ANGLE A IS LESS THAN 450 OR IF D 1S LARGER THAN 600 mm (241• THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY. THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (I') MINIMUM TO 75 rnm (3') MAXIMUM. 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON FILL WHICH HAS NOT SEEN DENSIFIED. S. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE, ROUND EDGE OF CONCRETE PIPE OR RCP. 7_ ALL CSP AND FITTINGS SHALL BE GALVANIZED. B. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER LINE OF INLET PIPE. 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO VEHICLE TRAFFIC. 10. FOR CASE 2, NOT MORE THAN 3.5 m (12') OF INLET PIPE SHALL BE 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 V ITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOTEXCEED ONE --HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13. TRIM OR CUT SADDLE TO F17 SNUGLY OVER THE OUTSIDE OF THE MAIN LINE SO ITS AXIS WILL SE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE DOREOF THE SADDLE PIPE. 15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN I CASES I AND 2, AMLRICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN JUNCTION STRUCTURE - PIPE TO PIPE1J:LACIL' [ID a 600 mm (24" 3 FI -1 _ �.��._...._^,....� SHEET 2 OF 2 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ,\ora-filsrv01\ustnproj\200093\003\project-drawings\misc-ref-scanned\stdplan03.dgn 12/4/2007 11:31:31 AM DFLTUSER REVISION DESCRIPTION NOTES 1. VALUES FOR A, S, C. DI. D2, ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS, ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN $67 mm (2-10 1/2') FOR PAVED STREETS OR 1060 mm {3'-6') FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N', SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI 1S 1200 mm (48') OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 nlm(48') OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE_ 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCAT(ON OF SPUR MUST BE APPROVED BY THE ENGINEER. 5. P SHALL BE 125 mm (5') FOR D2=2440 mm (96') OR LESS AND 200 mm (B') FOR 02 OVER 2400 mm (96'). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm (1 1/21) CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN, 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. S. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUE$ OF F SHOWN ON TABLE, SH. 1. 10. IF LATERALS ENTER ON 80TH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL, 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACE(} 350 mm 04') TO 375 mm (15'1 OC, THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm 124') ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE - A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE- OUATE_ MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. S. LATERAL = 300 mm {12'j TO 3600 mm (1441) INSIDE DIAMETER,. HOWEVER, THE INSIDE DIAMETER $HALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD r1A1a 32)2R- � MANHOLE PIPE TO WIPE. (LARGE SIDE INLET) 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16, WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 329. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE N07 EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL HE METRIC VALUES, EXCEPT REINFORCING BAR 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. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN. 324 MANHOLE SHAFT WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER 3Z6 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (369 WITHOUT REDUCER 630 610 mm (241 MANHOLE FRAME AND COVER 633 914 mm {36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA GHAPTEP. 1 5TA"0ARDPLAN --• -I WTI211: 1711 i�i AN1-tCLE PIPE TO PIPE (:-AIZGE .:a'L7E INLE I I ,*EI 4LW4 I ■ F o t MAIN 1.14E POO I e A (DISE STANDARD PLAN 333 j IF A 15 LESS THAN 45-f (I \ E A I . B BARS - 20M 0 100 mm (v6 0 41) OC. PLACED UNDER CUT BARS AND aN I FOR OUTLET SEE ON TOP OF LNCUT BARS. OMIT STANDARD CATCH 15M CF5) 5 ; e0,°1 s 9 1 ,%� �f E t , BARS THAT FALL OVER SIDEWALLS. BASIN PLANS CATCH BASIN FLOOR _ r j 4 T CONC. PIPE OR RCP -265 Kq-C-14 MPo(450- 15M 0 150 mm (05 4 6'} OC O, 0•^ E f G-20007 CONCRETE EN- CAsEmEp4T WHEN MORE ISM {*57 e�� I e�r= d ISO THA4 ONE SECTION OF PIPE IS USED PLAN Di iD z E w. 1- BURN OR CUT PIPE TO SURFACE z OF CONCRETE. ROUND EDGES OF CONC, PIPE OR RCP , ya 50 RC BOX 15M a 100 mm o:''� f .J �2� B BARSNOTE' (•5 O 4'1 OC o N w 15M 4 100 mm {FS 0 4•1 15M (■5) ISd( 'n =I m I O ISM (F5) 1 e BARS WHEN CATCH B . T FALLS ON TCP OF BO?(. THE OPENING MAY BE FORMED CONC. PIPE, 1�3 J • x 0& AGP OR CSP ' CASE 3 BASIN AND TOPRSLAB Or BOX. 15 ` °�ocm I �� c©Nc- PIPE. I TOP SLAB ENTRANCE (2 6'0 m h 4'J LONG C rSEE (VOTE 3� a� RCP OR CSP D • 750 mm 1301) MAX. - RC SCAM 15M SUPPORT -- 340 mm p p2'} ❑. •'� REDOING FOR B BAR ---- - 15M a 100 mm 40 mm 15M 0 100 Mtn o INLET PIPE [F5 to 9") OG -1 1/21 {•5 0 4') OG 450 mm (181) MIN. " '�� j�COLUMN SUPPORT UNDISTURBED EARTH --ten ' ''' , -4.s '•° a If LACKFILL WITH UNCDMPACTED BACKFILL 1,0 m `// 1 JI• m 265 Ka -C-14 MPa I450µ C-2000) CONCRETE, OR COMPACT SOIL TO DO "? �p - r - B BARS t3'-O'I rrm.0 RELATIVE DENSITY as IFS Q 41) OC h CAGE I SMAX,E�CTI ON A -A tJ A REQUIRED BY THE CASE 2 SPECIFICATIONS fps - CUT HARE 5(J rnm (2•J CLEAR OF OPENING BEAM SUPPORT COLUMN SUPPORT - 0 ■ 750 mm 130•) MAX, D ■ 750 turn (30') MAX. -- �-� \V ISM 01 100 mm 1 BE @5 0 41 OCO(29 .50 Q4 PLACED mm 8080 rnm (S'I, 6n BO mm (3') { MINIMUM DEARING CLEAR OF HOLE I SURFACE 00/2 SECTION D -D MINIMUM BEARING SURFACE • OD/2 _ n u 15M (2'57 n a :rte rAn.' 15M 0 150 rnm Oil+150 mm (6') U5 C 611 OC aD . SECTION C -C 1 SECTION B -B CALIFORNIA CHAPTER PIPE TO RCD SIANDARDPLAN ' AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER JIANUMM)PLAN AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN 1R k:n.r.,r onYTI-E JUNCTION STRElCTLIRE fl.[r iC JW'R,SS 61fvVJAlIC51\C.. vN1L:J^f,v " ;Ji:IR1C � JUNCT"i(7[1I STRJCTURU E - P- IPS �-ci RC ``„T -RIC ::e�JEE IM 1e� INLET` Iia <_ 750 mm (30) 334 - 1 334-1 1-20 nry �""r U•', WITH STANDARD SPECIFICATlOt�2S J"4P, PUSLIO I- lA'ORF(S CQNSTRUC'i1JN SHLL I 1 OF 1 ' C INLET I13 x'50 mm (30") SHEeT 2 OF 3 I DATE ENGR CITY DATE Prepared Under The Supervision Of , CITY OF F O N TA NA, CALIFORNIA SHOULD CONSTRUCTION OF THE REDU I RED IMPROVEMENTS NOT �_��,, J U RU PA AVENUE STREET IMPROVEMENTS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ' .� �. DRAWN BY: MM MISCELLANEOUS REFERENCE ANO SCALE SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO r, DESIGNED BY: DETAILS - DATE: BRING THEM INTO CONFORMANCE WITH CONDITIONS ' - 12/5/2007 AND STANDARDS IN EFFECT. 0` CHECKED BY APPROVED BY DRANNG NO.:TK 4 7 0 F� CITY ENGINEER DATE: 43 12 47