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Home My WebLink About3361-11CURB FA{ A OR 6 kv }I �i XI <I a 1 5LL TAHLtS I ANU X FOR X AND Z VALUES AORB_-0j �. SEE TABLE 1 ADR$ R JR E E x r L KI + STI. CR. Y SEE NOTE /2- �< y CURB FACE CURB r+• x =C ", a SEE TABLES 1 AND 2 FOR x ANC Z VALUES K AORB SEE TABLE I TYPE 2 CASE A AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER ' x 5� mm (2") OR :,ESS STANDARD PLAN PR WORKATEOBYTHE PUBLIC INC. CURB RAMP u M£:TR1C ENSO$ COMP ARCS GREEN90flK CCR1M71TEE {6t�,'•) 111-2 1"2 REV. is" {72") ' SHEET 1 OF10 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION f'm It 1 1 11 I CR{J 0= -TAIL r GvtiSTr?UCT t�a"E CR "0" r3 tAIL� j Ig PEt� t'tczeCT GiA MM,_ y u f I iS] m -PAVCD SUwAL:' RCTAJt4Iy0 L'+JRfe "-tit ({•'� 'A;£5i S>:Rr,l'=f �+ I� P -� _ • 111 � y OF,.TAI,_ „A' D:!7TAIL "em U" Ja4'.F1} OIJOl'ACE 3J_ m L;f,aA'rED !;L - AcE WA)r. ^ Sr.tAMINq G:4B-,,� r f9 ; hYSJt >.ti'k7••i 'fes � � �Yrh D: -:'TAIL 'C" 1 CE AIL ,.D" I �ENER.A' NOTES: 1 CONCRE'E S -'ALL =- *lydrR_CLASS JIU-C-'7 (�+2J-C'-2Y �}; 4:11 .322:-C-.,7 156,' -D -254C) AN:, SHA'! _E 1C0 e-rr+ f4- •HI' 2_ 'FE RAVP i�-;ALL. HAVE A 3CO rrlm (12") '/,FL1_ ©ORDER A17H 6 rrm (1/4') G QC',rFS �s>}PI tG)[►I,tAT=I:Y 19 enr- {_'/4) OC_ SEE 'u^�CC',17 DETAIL - THE RAVIN SURFA,C ' SHALL 14AVE A TRANSVERSE 59DOMED SURFACE TExTURE. f 4. U5E fls TA% A" GR "0' IF EX.IST,NG SURFACE EEE; i'N0 qC GHT OF WAY Ig PA,'vTD.. 5• 1J5C QE TAIL "C' CR "0- IF EXI ,T'NG SuRFACE 6E" IN0 RIE:HT CI' WAY IS L'NPAV1=�. W = 40C, men (3) _'NL.GSS OTHERWISE &1076M ON PLAN. 7. ANWLE = -6/2 UN;'ESS uniER`MSE SHQYiN CN PLAN. f?- GIME%'SUCP, eLjC'4k`N CN Tt-'!S PLAN F'34 ME7RaC Ak;r) ENGLISH L:N175 ARE N{} E}dA4'Tt.Y EQUAL VALUES. 7F METRIC i,;N; 3s ARE, USc0% ALL 'u.ALU=S USED FCF; CONS"UC T'GN S-AIL SE .4I'= TRIS VALUES. 1 E"1GL.¢S. UNITS A9r_ USED. Alm VALUES USE^ FO? CCA`,'S71RUCT1ON SHALL 13C F_NGLISH VALUES. I 1' Aaxv GY IJ+JL Iu of 1"1 ir. �SSOCIATION - SOUTHERN CALIFORNIA CHAPTF-A PLAN r,AF Alt c CURB RA 111-2 $HEST 1'7 C R rx zx R -SEE NOTE 2 CUR13 FACE X 1212 m x CURB C+') SEE TABLE E X FOR %VALUE C 4 SEE TABLE 1 TYPE 1 PARKWAY 2% MAX. �+ SCR r SEE TABLE 2 'L FOR X VALUE NGTEE2 * �2 SEE t i NOTE 2 Q. ji J4 .]" * Y CURB FACE GURB Al TYPE 2 CASE B AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC CURB RAMP 111-2 p�PE °ER Ir.JPRCt+E'xE";T 017 GRk01tiG PLAN' f HINGE COI, -.R AT ACF OF =RAuE-•.` RECTANGULAR FRAME I �% I 4 I l ( PER STD. PLAN 152 INLET PER CASE t, It, OR ;11---, ! I I ? I NOTE t (:- SEE iI II E I °� i •IBC Tm ;6•i, TYP• I R/w LINE _ A 4 � I rtiL ET ! ! J CAS �- •---�•-�' T�ANs.raN STRUCTURE sEC'IOM1 N -IDG mm PTPCS R/yy SEE NOTE 5 - NO"E 5 GRATE ) 25 MIN 35 rnm (1-1/2") WIN CLEAR I f ! ! I WALK (SEE n10rE A�� N % SEE NO TE 10 ryp �SG1.1 (p3) BAR (�•) ! {fi-} 'vF OF CURB LANE 500 rt+m !2A-�1 YIN I Ir CASE li NLET 'Ni_ET CATCH BASIN SECTION , pRCP m rl�3w I I 6r]C mm '2+ E.G. I R/w SEE wa �t: 2 1 SfE CURD CILES 1 �I OD£N "1TCK P.R `-MP R,r YI_N EhT 5P L}"N RI^H : J I CR GRACING PLAN• I'•I ' WALK A IIn al I a' lsl 1N! CASE �i GRACED 171?CM SEC?'gN PLAN .. -.C. UNG r nm ° ,�,ow e■ -8j rExPAvr•0� •IIB ' EXPANSION J07NT-, t .,�� JOINT , r55 mm (2-1/2"; WN -'OR 150 rm (6") �.F -1 k 175 mm (7") Cr G 9D mm (.3-t /2') uIN FOR [O^, mm (A", Cr L R/W mm •nn i;•) 10 iG] t._.- PARKWAY 'A'IvTH PER nAPRO�MENT PLAN--'�"'S CLE AR PIPES i Y NU!A9 LR IF' °PPS ?AR7(w'AY GRACE o T4 Ah 7. C. LIN£ I I�"T FINISHED � I NOTE: APPLIES \VI 1 .-PCC WALK, ZCC CF - NOTE + � I I„ I �' R B � R O I PC: wA;,lt, 1513 mm (s") Cr -NOTE �` cuRe FATE 175 ..,m N17') 'OR Ems. zeG mm (B'} Z•Oq mm (8"} GF I .' �GALv WIRE !•AERIC -NOTE 10 p� I 0tGAA {�I.�} % 2x L'. t C TGP OF CUP.BSEEINLET515mm{tpr`1 1-\5. 6' J (E%PAM1SICN � .fxPAN5I01'+ Z JGira- .IOINT J I 1QC mm (4•) E �F,L_ CUR9Cti1'?EC-,. PIP£ .. (,i,J Ti-cR TO 14 mm (1/2") CLEAR-' 10G mm 14'1 C.I. PIPES MATcI� ExtS'iNG ;ION A- A i SEC 4F osPE`.i NOTE! APPLIES TO ANY N:IIfJEP 2 - IOP-OF-Ct1R$ UNE SHO'M•+ GN ?ROr�E CURB PROFILE F 150 mm (6'} CURS FACE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER , STAttiIDAR'J PLAN METRIC PROMULGATED BY li•IE ' �Q � �� +j CURB PUBLIC VNJR KS STANOAROS'NC j,�y f � �1� GREEN900K. COA1fA�i fEE J ,sa4 sr+r_�r t OF 2 R� '� Im ' x 5� mm (2") OR :,ESS I I .QC mm to"� OR La<SS SHEET 4 OF 10 ' f (A$"` 125 mm {5'�} SEE NOTE 2 {6t�,'•) 15a mm (c"""� T84C mm {72") ' � a 21 G4 mm K w n� ry 225 mm (9"; 27C0 mm tit fl8"} 25C] rnm {1']") 3C4Q mr.^ {12':,") i 27S mm {i i "} 330'J mm {t 32") p�PE °ER Ir.JPRCt+E'xE";T 017 GRk01tiG PLAN' f HINGE COI, -.R AT ACF OF =RAuE-•.` RECTANGULAR FRAME I �% I 4 I l ( PER STD. PLAN 152 INLET PER CASE t, It, OR ;11---, ! I I ? I NOTE t (:- SEE iI II E I °� i •IBC Tm ;6•i, TYP• I R/w LINE _ A 4 � I rtiL ET ! ! J CAS �- •---�•-�' T�ANs.raN STRUCTURE sEC'IOM1 N -IDG mm PTPCS R/yy SEE NOTE 5 - NO"E 5 GRATE ) 25 MIN 35 rnm (1-1/2") WIN CLEAR I f ! ! I WALK (SEE n10rE A�� N % SEE NO TE 10 ryp �SG1.1 (p3) BAR (�•) ! {fi-} 'vF OF CURB LANE 500 rt+m !2A-�1 YIN I Ir CASE li NLET 'Ni_ET CATCH BASIN SECTION , pRCP m rl�3w I I 6r]C mm '2+ E.G. I R/w SEE wa �t: 2 1 SfE CURD CILES 1 �I OD£N "1TCK P.R `-MP R,r YI_N EhT 5P L}"N RI^H : J I CR GRACING PLAN• I'•I ' WALK A IIn al I a' lsl 1N! CASE �i GRACED 171?CM SEC?'gN PLAN .. -.C. UNG r nm ° ,�,ow e■ -8j rExPAvr•0� •IIB ' EXPANSION J07NT-, t .,�� JOINT , r55 mm (2-1/2"; WN -'OR 150 rm (6") �.F -1 k 175 mm (7") Cr G 9D mm (.3-t /2') uIN FOR [O^, mm (A", Cr L R/W mm •nn i;•) 10 iG] t._.- PARKWAY 'A'IvTH PER nAPRO�MENT PLAN--'�"'S CLE AR PIPES i Y NU!A9 LR IF' °PPS ?AR7(w'AY GRACE o T4 Ah 7. C. LIN£ I I�"T FINISHED � I NOTE: APPLIES \VI 1 .-PCC WALK, ZCC CF - NOTE + � I I„ I �' R B � R O I PC: wA;,lt, 1513 mm (s") Cr -NOTE �` cuRe FATE 175 ..,m N17') 'OR Ems. zeG mm (B'} Z•Oq mm (8"} GF I .' �GALv WIRE !•AERIC -NOTE 10 p� I 0tGAA {�I.�} % 2x L'. t C TGP OF CUP.BSEEINLET515mm{tpr`1 1-\5. 6' J (E%PAM1SICN � .fxPAN5I01'+ Z JGira- .IOINT J I 1QC mm (4•) E �F,L_ CUR9Cti1'?EC-,. PIP£ .. (,i,J Ti-cR TO 14 mm (1/2") CLEAR-' 10G mm 14'1 C.I. PIPES MATcI� ExtS'iNG ;ION A- A i SEC 4F osPE`.i NOTE! APPLIES TO ANY N:IIfJEP 2 - IOP-OF-Ct1R$ UNE SHO'M•+ GN ?ROr�E CURB PROFILE F 150 mm (6'} CURS FACE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER , STAttiIDAR'J PLAN METRIC PROMULGATED BY li•IE ' �Q � �� +j CURB PUBLIC VNJR KS STANOAROS'NC j,�y f � �1� GREEN900K. COA1fA�i fEE J ,sa4 sr+r_�r t OF 2 R� '� Im ' x 5� mm (2") OR :,ESS I I .QC mm to"� OR La<SS SHEET 4 OF 10 - USE WITH STANDARD SPECIFICA=IONS FOR PUBLIC WORKS CONSTRUCTION �ClsF"M+T Si_CTICI� A-�, )USE' TABLE i To DCT;ERii;tl=_ [�OF� iC=i OF SECTC�IS A-}1, �- �-2x NA3i. , R7-9 C114E PJ4C• r;,- !-ZR SECTION 5-3 ..,� 6_PRFS3 {IAG{. ,�F W+LS - SEE n131E 5 PAasw+v � � �}rsc f X33,, 'wj.x. � 91. taAx CE'1tEs� nt.-K GF �iLi[ SFGTiQi�I C,� u sr,T.-7€TAr_ 'A•. �', "C" � `y. 2 1104 mm '1' 113.1. rrm (J�VAiS .. _• y'x'x S)E�E54 9AC'3{ Ot 14ALK 'SPC.= S±DE'hAJN � �DaE AT R 1.}� MC��',}:4, UAY la^t3EfSe 'c4S1E--E Ir r Fam POC s17CmALtt 'SS OCIATION-E}l1THEIR.� CALIFORNIACURE RAMP CHAPTER Sc�T1ON �- �-rapdG+�I�EtPLA.y �ETR1C _ s _ St1EE�Ht}F NOTE 1, IF THE TOE OF SLOPE 15 ALLOWED WITHIN THE R/W, INLET CASE !BEGINS AT THE TOE RATHER THAN THE R/W LINE. 2. FOR OPEN DITCH (CASE INLET (IE), THE &DLI mm (24") EXTENSION BEYOND THE R/W LINE iS NOT REQUIRED WHEN 'BACK OF WALK IS fiC}C) MM (24_) (24•") OR MORE FROM THE R/W LINE; HOWEVER, PIPE SHALL EXTEND TO R/W LINE. 3. TOP OF INLET STRUCTURE (CASE I AND I!) TO BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL, 4, CONSTRUCT P.C.C. WALL{ WHEN SPECIFIED.ON PLAN. THE CONTRACT PRICE PAID FOR P.C.C. WALK ITEM SHALL INCLUDE WALK CONSTRUCTED 1N CONJUNCTION WITH PARKWAY CULVERT, S. "N" EQUALS NUMBER (7F PIPES (MAXIMUM OF THREE} AS SPECIFIED ON PLAN, 5. INLET CASE TO BE SPECIFIED ON IMPROVEMENT OR GRADING PLAN. 7. ANGLE A EQUALS 0', UNLESS OTHERWISE SPECIFIEp, 8. TYPE, DIMENSIONS AND ELEVATIONS OF P.C.C. CURB AND GUTTER PER IMPROVEMENT PLAN. 9. UNLESS OTHERWISE SPECIFIED, FRAME AND GRATE FOR CASE n INLET SHALL 8E GALVANIZE[) CAST IRON. WEIGHT OF FRAM;; AND GRATE SHALL BE 36 kg (8C} LBS. tO. AT LOCATIONS WITH LESS THAN 200 mm (E3") CURB FACE, USE 152x1,52-MW9.1xt�W9.t - (6x6-30/10) GALVANIZED WiRE FABRIC. WIRE FABRIC SHALL EXTEND 2C�Q mm (8") BEYOND THE EDGE OF CAST IRAN PiPES. ti, DIMENSIONS SHAWN ON THIS PLAN FOR METRIA AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL 8E ENGLISH VALUES, HC]WEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615J+t, STEEL. !! SPACES O 24 m(5/8Y (15/16'} 7 BARS 6 is mm 5 8' 2 OUTSIDE BARS 0.22 mm (7/8"',l OVERALL 356 mm {14"1 m OPEN AREA S2:L � E N L_330 mm x 3311 mm {13" r 13"1 M N PARKWAY WIDTH. m 1.2 t5 '.c3 2.1 2.4 2.7 3.G 3.3 3.6 3.9 4.2 4 5 4.R 5.1 5 s 5,7 6.� (4', ivi N ` f7'' (9'' 11 ^t '1 ? 12') 13 `• 114') !1 1 r""' i5�} k6*` (5') , t t �) t �) { { t � (15` , r3'} 117') { C�'', �f-9') tGv ) { 2s (1" ' i PJ (2" wwz i 7� (3" 7�C {4" 7 C I � i25 {s" W 150 (fi" Ij < 175 (7" 1 � 200 (S- J D � 225 C 275 Z 3^0 (12"liffm s OR MORE �';2\ .l. .�'` -.�` •`y.r ••Z,QI -.`��! c`,.2'O LEGEND: , , SECTION A -A SECTION A -A � SEC ;ICN 8-$ $= � T'CN C -C LANC:N„ _ :.AirGl''aC s TABl�E - SECTION USA~vE £k: Z '✓A_L-S ' ' NORMAL ISECTIory A -A' i I 1 ( i t i TABLE 2 TABLE 3 i 11 1 432 mm x 432 mm {tT' x ,7'} TOP OF RATE SECTION THR FRAM GRATE F(DR CASE if INLET ICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC CURB DRAIN 150-2 SHEET 2 OF 2 t� Cr T r • � G v I � n E EEO _ Ewe +'S N - ' x 5� mm (2") OR :,ESS I I .QC mm to"� OR La<SS J �12CO mm ' f (A$"` 125 mm {5'�} 150C mm. {6t�,'•) 15a mm (c"""� T84C mm {72") ' 17j mm (7") 21 G4 mm (84"} 1200 mm {8"} 2400 mm (95"j 225 mm (9"; 27C0 mm tit fl8"} 25C] rnm {1']") 3C4Q mr.^ {12':,") i 27S mm {i i "} 330'J mm {t 32") 3fl,� mm {t c^") OR MORE 13800 mm (' 44") Z E}[CEE*SS a" r Fam POC s17CmALtt 'SS OCIATION-E}l1THEIR.� CALIFORNIACURE RAMP CHAPTER Sc�T1ON �- �-rapdG+�I�EtPLA.y �ETR1C _ s _ St1EE�Ht}F NOTE 1, IF THE TOE OF SLOPE 15 ALLOWED WITHIN THE R/W, INLET CASE !BEGINS AT THE TOE RATHER THAN THE R/W LINE. 2. FOR OPEN DITCH (CASE INLET (IE), THE &DLI mm (24") EXTENSION BEYOND THE R/W LINE iS NOT REQUIRED WHEN 'BACK OF WALK IS fiC}C) MM (24_) (24•") OR MORE FROM THE R/W LINE; HOWEVER, PIPE SHALL EXTEND TO R/W LINE. 3. TOP OF INLET STRUCTURE (CASE I AND I!) TO BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL, 4, CONSTRUCT P.C.C. WALL{ WHEN SPECIFIED.ON PLAN. THE CONTRACT PRICE PAID FOR P.C.C. WALK ITEM SHALL INCLUDE WALK CONSTRUCTED 1N CONJUNCTION WITH PARKWAY CULVERT, S. "N" EQUALS NUMBER (7F PIPES (MAXIMUM OF THREE} AS SPECIFIED ON PLAN, 5. INLET CASE TO BE SPECIFIED ON IMPROVEMENT OR GRADING PLAN. 7. ANGLE A EQUALS 0', UNLESS OTHERWISE SPECIFIEp, 8. TYPE, DIMENSIONS AND ELEVATIONS OF P.C.C. CURB AND GUTTER PER IMPROVEMENT PLAN. 9. UNLESS OTHERWISE SPECIFIED, FRAME AND GRATE FOR CASE n INLET SHALL 8E GALVANIZE[) CAST IRON. WEIGHT OF FRAM;; AND GRATE SHALL BE 36 kg (8C} LBS. tO. AT LOCATIONS WITH LESS THAN 200 mm (E3") CURB FACE, USE 152x1,52-MW9.1xt�W9.t - (6x6-30/10) GALVANIZED WiRE FABRIC. WIRE FABRIC SHALL EXTEND 2C�Q mm (8") BEYOND THE EDGE OF CAST IRAN PiPES. ti, DIMENSIONS SHAWN ON THIS PLAN FOR METRIA AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL 8E ENGLISH VALUES, HC]WEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615J+t, STEEL. !! SPACES O 24 m(5/8Y (15/16'} 7 BARS 6 is mm 5 8' 2 OUTSIDE BARS 0.22 mm (7/8"',l OVERALL 356 mm {14"1 m OPEN AREA S2:L � E N L_330 mm x 3311 mm {13" r 13"1 M N PARKWAY WIDTH. m 1.2 t5 '.c3 2.1 2.4 2.7 3.G 3.3 3.6 3.9 4.2 4 5 4.R 5.1 5 s 5,7 6.� (4', ivi N ` f7'' (9'' 11 ^t '1 ? 12') 13 `• 114') !1 1 r""' i5�} k6*` (5') , t t �) t �) { { t � (15` , r3'} 117') { C�'', �f-9') tGv ) { 2s (1" ' i PJ (2" wwz i 7� (3" 7�C {4" 7 C I � i25 {s" W 150 (fi" Ij < 175 (7" 1 � 200 (S- J D � 225 C 275 Z 3^0 (12"liffm s OR MORE �';2\ .l. .�'` -.�` •`y.r ••Z,QI -.`��! c`,.2'O LEGEND: , , SECTION A -A SECTION A -A � SEC ;ICN 8-$ $= � T'CN C -C LANC:N„ _ :.AirGl''aC s TABl�E - SECTION USA~vE £k: Z '✓A_L-S ' ' NORMAL ISECTIory A -A' i I 1 ( i t i TABLE 2 TABLE 3 i 11 1 432 mm x 432 mm {tT' x ,7'} TOP OF RATE SECTION THR FRAM GRATE F(DR CASE if INLET ICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC CURB DRAIN 150-2 SHEET 2 OF 2 t� Cr T r • � G v I � n E EEO _ Ewe +'S N - NJ?v1AL CURB FACE ' x 5� mm (2") OR :,ESS I I .QC mm to"� OR La<SS J �12CO mm ' f (A$"` 125 mm {5'�} 150C mm. {6t�,'•) 15a mm (c"""� T84C mm {72") ' 17j mm (7") 21 G4 mm (84"} 1200 mm {8"} 2400 mm (95"j 225 mm (9"; 27C0 mm tit fl8"} 25C] rnm {1']") 3C4Q mr.^ {12':,") i 27S mm {i i "} 330'J mm {t 32") 3fl,� mm {t c^") OR MORE 13800 mm (' 44") I NJ?v1AL CURB FACE ' x 5� mm (2") OR :,ESS I I .QC mm to"� OR La<SS J �12CO mm ' f (A$"` 125 mm {5'�} 150C mm. {6t�,'•) 15a mm (c"""� T84C mm {72") ' 17j mm (7") 21 G4 mm (84"} 1200 mm {8"} 2400 mm (95"j 225 mm (9"; 27C0 mm tit fl8"} 25C] rnm {1']") 3C4Q mr.^ {12':,") i 27S mm {i i "} 330'J mm {t 32") 3fl,� mm {t c^") OR MORE 13800 mm (' 44") i CURB =ACE Y 5� mm (2") OR :,ESS 179fl mrr. ;32"i sFIEEr s OF , � 10•C mm (4") 11580 rnm {fi3"} 125 mm I's") 1x75 mm {79") 154 mm {6") j 237D mm {9.5") 17S mm {7"} 1276 mm 20fl mm ;£"} i3t60 mm {126' j 225 mm {9") !3355 mm (142") 25D mm (t0") 1395Q mm (tbfl") 275 mm ;11") 434G mm (174 3flG mm {12") CR MORE 4736 r -:m ft9D"j AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER-, sTANDARa PLAN METRIC 111-2 �a pp pp �� C�(�B >RM�13 sFIEEr s OF , � , Underground Service Alert SHOULD CONSTRUCTION of THE CITE OF FONTANA, CALIFORNIA TKE ENGINEERING, INC. REQUIRED IMPROVEMENTS NOT SECTION 4216/4217 OF THE GOVERNMENT � AFORE y CODE REQUIRES A DIG ALERT IDENTIFICATION 4446 CENTRAL AVENUE STANDARD DRAWINGS COMMENCE WITHIN TWO YEARS OF THE STREET IMPROVEMENT PLANS o RIVERSIDE, CA 92506 DATE OF APPROVAL SHOWN HEREON DRAW BY: SCALE: Q_ � NUMBER BE ISSUED BEFORE A PERMIT TO (909) E380-0440 STREET IF�RQVEMEI�TS AND CARRIED FORTH IN A DILIGENT T� MILLER AVE./MANGO AVE. AS SHOWN EXCAVATE INCL BE VALIDNo.44226 "i:131NG FAx 909 680-0490 MANNER, THE CITY ENGINEER MAY DESIGNED BY•. STANDARD DRAWINGS DATE FOR YOUR DIG ALERT I.D. NUMBER CALL Exps-30-05 /' (-- /I) MILLER AVEIiIUE/MAS AVENUE REQUIRE REVISIONS TO THE PLANS TO TMR FEB. 2003 UNDERGROUND SERVICE ALERT c/vI120, N- ��w� P�.:�z27� UllolO3 BRING THEM INTO CONFORMANCE WITH TOLL FREE 1-800-227-2600 °�' cA�.�F MICHAEL PATRICK THORNTON R.C.E. No. 44226 CHEgCED BY: PR BY: DA � DRAWING NO.: EXPIRES: 6-30-05 CONDITIONS AND STANDARDS IN EFFECT. MPT 3361 TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ITY ENGINEER R.C.E No. 51152 11 I j