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Home My WebLink About2928-6W Existing headiodil MP PLAN PLAN - Back -flit to i,5 m above '.FL.. or .as Directed byr tate. Engineer t. Cam ri .r" P �teb s x]nk �ctgx� to Giampa det°�rt� rssdk .xkage to Lnperforatoid secti.pn i3.f riser unperf�ir.at�,d 6x�ctlon of riser -See Detal'I A egg Dotal k A. I MP PC q ER _.:dim T'g Fk`fe,„ct-s or ,^iF ta{;8 flh r 1�RK3'i'yYd. !' nx rxa'a'A. Y ' :Yy, '. ''01w's to =: rrc"c comic,'. sof TMs Ata cfs ,". ,: �: OPTIONAL OUTSIDE EDGES TO BE .,' �° ,it o D , ttc *r26W106).:.g BARS At "" ,.� I, _A"- 4 D BARS ..e SEE: NOTE '. N LONG 7.8 . COIN'T'AD&L. BARS 150 MM DETAIL *N' Y:.. :. OF MMHOLE. SEE NOT.6 > AND. C4VERNOT svr"tw *+w a. �- MANHOLE FRAME xxr. Fts . in -.i ,•--.Elxialing heodwoll .p t, 9V +rw.0 rJp"e rt r ar a a.:: .STREET GfiAtiE . TOi . P .AN 00 MANHOLE SHAFT 125 Mm x: 0 mmI�tPE PEFI STIP.. EA`€, LEVEL}. ? SEE NOTE 8 PLAN 3#. PIPE SEAT .t I o vt € 4- 22 mm x 300 mm An.ehor -..,.. r�TIE BADS r'_------.. UPSTREAMANIS. 0OVWI�ISTI3EAM .Dlii�%MlETERS IAF TIME. MANI�IC3LE. ARE NOT (7E1`AII6 "N > SHAFT FOR ANY DEPTH OF MANHOLE 4.1 MAY BE CONS TRUTE 1 TEP baits on 1.33. m bat circ) bolt e . !J j �*�. CTi€6t i Exit I ITTst pipe. ., 38 +rirR x 184 m I acrd prropert brxaced � �' TIE BAR .�_ ..'-",. *3 i Bend out to ...,. f oT ttr opening I �f " 1 IH . I# I+ItJ INSTANCE SHALL THE INS [3IAME ER C THE,:LATERAL T: . 12-5M .[ F 1 F _� J DRAIN WHEN. Hl IE E4 ! 15 I200 (Y}{RLE' . INWHICHCASE syn MEI i wtth: concrete ROUND L Vgs j�f�MM .. : UNLESS. OTHERWISE. SHOWN. yT7 A sp A77','4,.i.,IWE' I4, MAINH4 LE SHAFT" SHALL :.0ONI°'ORM TO STANDARD FLAN 3 4 UNLESS .. ON THE. PROJECT DRAWINGS-' T. T fidll � ES p��ypp //j. E N4Ni�lI� `� iNtE"f:... _ ISltft 45 ! trtir€' �. uwE Y Ali#AIS P4 .lN Sf \ (IS-)'Qo BOTH ELEVATION � A, Dg,�2400 min :(.9151 .OR LESS. L'0 7 iii (5"611, MM (5"7 . Ls R 57 SECTION PAYED STEIR i MAX. _ twFtN. IMAX: I�11 WAIN .r0 RE USF / A,PI 66 AT SEE NOTE � .P=130 B. D2 OVER 2400 .r�tm i�'}, �, I,S �3. t8 '.1 A i 867 x�iftt I2°.M10 1!x`1 141r�i£t WtTtm 02 I i 13uv tT� T"t$ POINT L'MAY BE INCREASED OR L.00AT1014 4F MANHt�LI="S.C�II�TEI1 FO SET Q.IpE 0-� B dieiii 1I" 7: am IS 1 211 414 (16` Soo ..OR OA R--'----...- _ T I - 6 . B,ECTION -A CONCRETE. RINGS PER T[i.. -STREET- ORS . .. .fit ; SPECIFIED REFER TP STANDARD PLAN 328. �-E si.. l Cu or j>urn .'F1 .Ng OA A OMIT TqH 1,S H BAR SSM SPEC4F(E.O REFER TO STANDARD PAVED' . TAB B REFER TO..iC"CE :IRLNCEi 1#�VE�I`T" GR,AOE. LINES.. S'TREETS� � VARIA IE 5: REtNFOR FMENT SHALL CONFORM TO. ASTM6i5m. GRA[ 00 (ASTM A, 615" 18.. :D[MENSIONS SHAWN ON THIS PLAN FG.R MIETRI:C':AND. ENGLISH LiNfT5 ARE NOT .A GRADE. 40), AND SHALL TERMINATE. ' 4.0 irm: (I I/2 1 CLEAR O'F-TE CONCR SUR- E EXACT :EQUAL VALUES. IF METRIC VALVES: AIDE .U%D. ALL VALUES L. 0. . . 160. own Iia . � E'. AR. FOR CONSTRUCTION. SHALLBE METR.IC VALiIE , .EXCEPT. REINF`O INN .t5A€%. SIZES IN EN Lt K; UNITS MAY BE SUBS"IITUTED FOR METRIC BAR SIZE. �' A 'JOW0 OR +4i. IF. ENGLISH UNITS ARE USED. ALL VALUES USED FOR. CONSTRUCTION SHAI L BE ENGLISH UNIT'S 4C1O Mom tI6"1.i Cbf , 1•t : PAVED STREETS, F (!A,r- W Oft 7{ f UNP0E0 BEET .a. J. SAR:S FY3 Sat 3' OUN. EDOE TO 15.mm t 3 R SECTION - :AMERICAN. PUBLIC WORKS SOCIAM_ SOUTHERN + 1t'LIFOR IA i TER ', If PUBU WORK �l S 'IATION OU►`I�HER CJS ,FORM 1 1 i E Rr�r+c.cotiMtrr 10 } A TOP �E S:LINE tart IIsi � i�� . 3 ; u=p � �' Apr ��► tiLIT� OIC E . � I 1.I m 10 F:I 11 with .concrete DETAIL AIL ,A Jundfl 'n box 38 MM X 184. mm dated prppgt ly PLAN PLAN - Back -flit to i,5 m above '.FL.. or .as Directed byr tate. Engineer t. Cam ri .r" P �teb s x]nk �ctgx� to Giampa det°�rt� rssdk .xkage to Lnperforatoid secti.pn i3.f riser unperf�ir.at�,d 6x�ctlon of riser -See Detal'I A egg Dotal k A. I MP PC q ER _.:dim T'g Fk`fe,„ct-s or ,^iF ta{;8 flh r 1�RK3'i'yYd. !' nx rxa'a'A. Y ' :Yy, '. ''01w's to =: rrc"c comic,'. sof TMs Ata cfs ,". ,: �: OPTIONAL OUTSIDE EDGES TO BE .,' �° ,it o D , ttc *r26W106).:.g BARS At "" ,.� I, _A"- 4 D BARS ..e SEE: NOTE '. N LONG 7.8 . COIN'T'AD&L. BARS 150 MM DETAIL *N' Y:.. :. OF MMHOLE. SEE NOT.6 > AND. C4VERNOT svr"tw *+w a. �- MANHOLE FRAME xxr. Fts . in -.i .. Anti covEA PER . .p t, 9V +rw.0 rJp"e rt r ar a a.:: .STREET GfiAtiE . TOi . P .AN 00 MANHOLE SHAFT 125 Mm x: 0 mmI�tPE PEFI STIP.. EA`€, LEVEL}. ? SEE NOTE 8 PLAN 3#. PIPE SEAT .t I o vt 000 mm.I3:' e�1 F E BAR �. ti Ric C�I�S xxr. Fts . in -.i .p t, 9V +rw.0 rJp"e rt r ar a a.:: L WHEN DEPTH M1 FROM STREET GRADE TO THE: TOP OF THE .B.Ox t5 LESS Bpy THE.OUTSIDE DIAMETER .�p�F' THE LATERAL MUS i�:..... +f:i � �1 LES T'HAR O. Gi..4JV i ai � �._. ... � is - f_. .. s' _. : . . -. _. -... .. THAN W mmi ( -.IO 1!'2 FOR PAVED STREETS:-OR.1066 � (3*-6*"j. FOR ISN.-.. xav ea r�TIE BADS PAVED STREETS" CONSTRUCT MONOLITHIC SHAFT PER .S.ECT;IIIN. -O AND UPSTREAMANIS. 0OVWI�ISTI3EAM .Dlii�%MlETERS IAF TIME. MANI�IC3LE. ARE NOT (7E1`AII6 "N > SHAFT FOR ANY DEPTH OF MANHOLE 4.1 MAY BE CONS TRUTE 1 TEP ¢ �*�. CTi€6t i I TIE BAR .�_ ..'-",. *3 t 'D '�i0 C3.I 1 IH . I# I+ItJ INSTANCE SHALL THE INS [3IAME ER C THE,:LATERAL T: . 12-5M .[ F 1 F _� J DRAIN WHEN. Hl IE E4 ! 15 I200 (Y}{RLE' . INWHICHCASE syn PLACE E: BARS SYMMETIR.I:CALLY AlR.OUND SHAFT AT *56 WITH CENTER LINE ROUND L Vgs j�f�MM .. : UNLESS. OTHERWISE. SHOWN. yT7 A sp A77','4,.i.,IWE' I4, MAINH4 LE SHAFT" SHALL :.0ONI°'ORM TO STANDARD FLAN 3 4 UNLESS .. ON THE. PROJECT DRAWINGS-' T. T fidll � ES p��ypp //j. E N4Ni�lI� `� iNtE"f:... _ ISltft 45 ! trtir€' �. uwE Y Ali#AIS P4 .lN Sf \ (IS-)'Qo BOTH ELEVATION � A, Dg,�2400 min :(.9151 .OR LESS. L'0 7 iii (5"611, MM (5"7 . Ls R 57 SECTION PAYED STEIR i MAX. _ twFtN. IMAX: I�11 WAIN .r0 RE USF / A,PI 66 AT SEE NOTE � .P=130 B. D2 OVER 2400 .r�tm i�'}, �, I,S �3. t8 '.1 A i 867 x�iftt I2°.M10 1!x`1 141r�i£t WtTtm 02 I i 13uv tT� T"t$ POINT L'MAY BE INCREASED OR L.00AT1014 4F MANHt�LI="S.C�II�TEI1 FO SET Q.IpE 0-� B dieiii 1I" 7: am IS 1 211 414 (16` Soo ..OR OA R--'----...- _ T I - 6 . B,ECTION -A CONCRETE. RINGS PER T[i.. -STREET- ORS . .. .fit ; SPECIFIED REFER TP STANDARD PLAN 328. PLAN 24I 1'IX� 5 a 4.. STATIONS OF -MANHOLES. SHOWN ON.. T, DRAWINGS APPLY AT CENTER .'F1 .Ng OA A OMIT TqH 1,S H BAR SSM SPEC4F(E.O REFER TO STANDARD PAVED' . TAB B REFER TO..iC"CE :IRLNCEi 1#�VE�I`T" GR,AOE. LINES.. S'TREETS� � VARIA IE 5: REtNFOR FMENT SHALL CONFORM TO. ASTM6i5m. GRA[ 00 (ASTM A, 615" 18.. :D[MENSIONS SHAWN ON THIS PLAN FG.R MIETRI:C':AND. ENGLISH LiNfT5 ARE NOT .A GRADE. 40), AND SHALL TERMINATE. ' 4.0 irm: (I I/2 1 CLEAR O'F-TE CONCR SUR- E EXACT :EQUAL VALUES. IF METRIC VALVES: AIDE .U%D. ALL VALUES L. 0. . . 160. own Iia . � E'. AR. FOR CONSTRUCTION. SHALLBE METR.IC VALiIE , .EXCEPT. REINF`O INN .t5A€%. SIZES IN EN Lt K; UNITS MAY BE SUBS"IITUTED FOR METRIC BAR SIZE. �' A 'JOW0 OR +4i. IF. ENGLISH UNITS ARE USED. ALL VALUES USED FOR. CONSTRUCTION SHAI L BE ENGLISH UNIT'S 4C1O Mom tI6"1.i Cbf , 1•t : PAVED STREETS, F Oft UNP0E0 BEET .a. J. SAR:S OUN. EDOE TO 15.mm t 3 R SECTION - :AMERICAN. PUBLIC WORKS SOCIAM_ SOUTHERN + 1t'LIFOR IA i TER x�fxtk 4nTla ex rte: I�IIANIyI�aEPII�!E T II4�AII�I LINE -STA."ARD PLANAMERICAN METRIC PUBU WORK �l S 'IATION OU►`I�HER CJS ,FORM 1 1 i E Rr�r+c.cotiMtrr 10 } A TOP �E S:LINE tart IIsi � i�� . 3 ; u=p � �' Apr ��► tiLIT� OIC E li'iN Pini ti�T1RIC 320 J. l SHEET 2 OF 4 t -top pars some as 'posts. r;.. _._. -... s PfWaId to sn4 t:s of 7, Bt3Cl'i' 43F �+1tLhII1t3LE SHALL. EIE POUR. IN. _ m..-......: .. T a. gas . .I n s.�ee ..... ED ;ONE. OIV"CI1+IilO.l3.5 OPERATION. THE FOL OWING STANDARD PLANS. ARE 14CORP` RATED:HERE:I - 250 mrn Slats. at quarter OE_ r "~ ..' Trcaints around circumference, ;' EX EPT THA'. A CONSTRUCTION J.OII;IT WYITH A LONGITU€�INAL KEYWAY MAY i € w 824 MANHOLE SHAFT WITH ECCENTRIC REDUCER 'Se MITI. Slats, at. l ro, spacing, snigger Spot acteh parse 4 pl ces gt�ir.ter peirrts k 1 / BE` PLACED. AT SPRING LINE, -x Itornatb rovs x3 .% around clrcum^ference;.0.8 in. r -o' I ? CER OG r .OG. BOOKfi l . s aoln stagger er it rn ? t .. u _ .:. AIkiM4L 32 M HA � rf3' ' AtiTtif WITHOUT t.t.o g, . c51V x, p ate caws T >„ I. S. THICKNESS OF T#�E DECI(. SHALL. WAIT 1 WIfI�E1+t NECESSAR'� TO PROVIDE 328 P1TEaaSI1:RE .MAt��IC1LE SHAiFT '� 'WdiIT'N 'EICCEt,11">rT1C I, ,Tx above. ( _ _ i .) :yy FL or as ,.,tandard i2C}i} mm'eMP ! LEVEL SEAT BUT SHALL. NOT BE LESS: TkfAI`I THE TABW:It:AR :VA)r:UES.F 1= 2 T'FtIwSSliiE :twltil4tiTE SHAFT I4 .nl ( ITH'QCJI REDUCER _.., __. , W �fi _.. 650, 610 €�iit L ".7' MANFlOLE FRAME AND O.DV'ER dlr.eetsd� sIiC�V1+PI .1 TABLE 5..< #?Y the =: i✓: I~ «: .... Cs�iinex;tlliQ Tiny LT6: rtT X TG:. x: I ..r'' w. 20 _ 2CItJ Mir of 1200 m CMP 63. 914 i�1t� :( :IS"1' MANKOLE RAME AND. COVER EnrJlneer - o : .... 6;4.. Mtn shop r lv .ted. spc�txrelded or D B'A1T SHALL. < i I. a M «4 I`:. # T - Gut nr burn PCR9 OFI D' ini71 (} 15.. ItWI F .EEL. TE a. T'Yp toetsweldeei to, I200 err' GMP A; xl _ e 0:3 iii Max C -C t�9.'-.105.0 norn (.4 -11 TC1 210.0 rr► t84"1 INO(:4t I.YE .ANi1::2'C1Mf:6i FOR fi G' POLYPROPYLENE PLA'STIC:STEP ! Grt�ut M14250 MMA,9049 i °9 0: OVER, BYenIY s pax< d w ' I n i1 `Spotwald aach r)ost 4. places 10ENTER LINE .OF INLET PIPE SALL INTERSECT INSiDE FACE'CF CO.E AF L'Canc -200 mm €icnd coupler E. :�iES.. OTHEFiFR�L.�ISE: SH3V#V. .i fl Hot „ i .....___:. 11: STEPS SHALL CONFORM TO STANDARD PLAN. 635 OR 6'36 UNL.ES OTHERWISE. 4 STEPS SHALL BE UNIFORMLY, SPACED '50 Mitt' (14w1 TO 31.mm U5'1 OC.. I ca °. _- xlsitrT HSC &. pfpxj 1 EXlstiitg. HW k 01j FRONT VIEW ..: SI~#O WVI�I. '' p'p50 mm a ox, THIS LOWEST STEP S ALWL' NOT BE MORE THA#N.:600 rmrn,. (.24; )w AB.OVe THE INVERT. ' 9, aiiiWiJ4 .. +..i..,,-.;.! } 11 id3f "Y'I� NWf?r car •� , `' .a , I.7513 mrn INtlxr R = 22 Forts- 1.8 m or 2.4 .rtI lon the use :$,a pipe. or U y L51inat x 51 mm x'4.8 min. MgWonlze, td -le i or~' �tninurr€ I2." THE. 'I`OLLC�WI�I.0 CRI'T'ERIA S1�ALL. I�.E USED FOR THIS MANHOLE, .i 200 evenly rrorvrote fitlet-- , A.: MAIN LINE = 900 nim (.36*) ANSIDE .D:IAiM1ETER' OR: L.AR:G1~R.' EXCEI�T, IF" THE MA111�I L.61►1E RCP DOWNSTREAM OF MIANHQLE IS 811 liI ;Hirai t ib".1 TO :1650 Trim I42"1 sPrL3 m'.. DE i i C C!"��"a INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 rpt 0531 ORT SECTION 6- B LESS $ANOARCPLA~321 SHALLBE. USED. SECTION A ---A STATE OF CALIFORNIA DEPARTMENT OF MANSRiRtATII3N CMP RISER DMP R1SER PIPE RISER WITH AND 'JUNCTION BOX 3 N UndergrwW Service Alert ORE y Cal. TOLL FREE 1-800 41 '� 227-2600 0 F, TWO WORKING DAYS BEFORE YOU DIG T''(I'E f1 EDI1I VAM TYPE AA NO SCALE AMERICAN PUBLIC. WORKS ASSOCIATION-•:S�OUT`HERN CALIFORNIA.CHAPTER TER 'TANDARD PIAN iA�ixs. . MANHOLE DIPS T PIPE MAIN DINE r1. :* t t' O LARGER H E&` oP ALL D I MENS I ONS . ARE IN a �. x► ipti:I:L IME`(ERS UNLESS OTTHFRWI SC ..SHCTYMN'' .+rl\,r PLANS PREPARED FOR REMSIONS Engineer City BENCHMARK Q OFESS j N No. Approval Date: Approval Date: R O q Stratham Homes a CALTRANS BENCHMARK NO. 8-17 J SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS tr✓ � NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: Nick Kahlon BRASS CAP IN CONCRETE S.C.E. TOWER LEG. i a� APPROVAL SaH9,WN HEREON AND CARRIED FORTH INA No. 36052 m DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 2201 Dupont Drive 343 N/0 HIGHLAND AVE., 0.2 MI. W/O SAN REVISIONS TO THE PLANS TO BRING THEM INTO SEVAINE RD., IN SOUTH CONCRETE BASE OF ul CONFORMANCE WITH CONDITIONS AND STANDARDS SUlte 300 S.C.E. TOWER 19.5; 2165 MI. W. ALONG Exp. 6 30 2004 IN EFFECT. Irvine, Ca. 92612 HIGHLAND AVE. FROM SIERRA AVE. `s� CIVIC- P (949) 833-1554 ELEVATION: 1428.6090 q�F OF CA,0F tZeccn zip t�(2�W t i2 J z, o a E _ STA14OMD PLAN. •I MANHOLE:`P LINE ID= r� .. Prepared By: ALLARD ENGINEERING Civil Engineering Land Surveying - Land Planning 8 53 Sierra Avenue Drawn By: .' DBW Fontana, California 92335 (909) 356-1815 Fax (9091) 356-1795 Designed By: RD/DB Raymond J. Allard, A.C.E. 36052 Date Checked By: ; (expires 6/30/2004) ' RD RG CITY OF FONTANA, CALIFORNIA STORM DRAIN PLANS SAN SEVAINE ROAD Scale: TRACT N .16046 AS NOTED �+ Date: -- W A\ ALS PETAILS AUGUST, 2001 Approve 'S/' "lo -d Dwg. No. 6 -► CITY,:ENGINEER R.C.E. 51152 2928 7 Filename; �yli\DWG\11001 \STORM DRAIN\Sheet6.DWG L WHEN DEPTH M1 FROM STREET GRADE TO THE: TOP OF THE .B.Ox t5 LESS Bpy THE.OUTSIDE DIAMETER .�p�F' THE LATERAL MUS i�:..... +f:i � �1 LES T'HAR O. Gi..4JV i ai � �._. ... � is - f_. .. s' _. : . . -. _. -... .. THAN W mmi ( -.IO 1!'2 FOR PAVED STREETS:-OR.1066 � (3*-6*"j. FOR ISN.-.. .. .�.7 '. :. I .. R. O TH . MAIN. x IF 1I EQUA TO 1/2 THE NS. ME DIAMETE �� E A .L E THE PAVED STREETS" CONSTRUCT MONOLITHIC SHAFT PER .S.ECT;IIIN. -O AND UPSTREAMANIS. 0OVWI�ISTI3EAM .Dlii�%MlETERS IAF TIME. MANI�IC3LE. ARE NOT (7E1`AII6 "N > SHAFT FOR ANY DEPTH OF MANHOLE 4.1 MAY BE CONS TRUTE 1 ,. .. THE SAME THE GO#iEkNit�G #3� I1�1� Ci1��lE'iER- OF TH MAIN LINE P TIO 1 R SEG. NC CSC: ' IIIiEH DIAMETER AiliitETER Ill IS 1200 rnm' C48 '�''fi}C"t' EaS; CENTER SMALL $E. +CONS.IDERED TQ. BE' THAT WHERE. TH EXTENDED CENTER OF SHA, MQYBE. 'LOCATED PER NOTE 2. LINE. OF T H. L.AT'ER AL. ENTERS THE MANHOLE. - CENTERC. 2. . iJ xt'f:t'71J I..L:.i7 :.. .E' 1 F'f' HA S AL.L BE LOCATED CiYJ"R .CENTER' LIME OF` 1 IH . I# I+ItJ INSTANCE SHALL THE INS [3IAME ER C THE,:LATERAL T: . DRAIN WHEN. Hl IE E4 ! 15 I200 (Y}{RLE' . INWHICHCASE R ERH qry OnSTORM H4LIgGREATER . PLACE E: BARS SYMMETIR.I:CALLY AlR.OUND SHAFT AT *56 WITH CENTER LINE 13, MANHOLE FRAME AND COVER. SHALL CONFORM TO .STANDARD PLAfit 630 ANO 0MtT BARS: UNLESS. OTHERWISE. SHOWN. LAND P SHALL::HAVE THE FOLL:OW.IhiG: VALUES UNLESS OTIC FtW#SE' SHOWN I4, MAINH4 LE SHAFT" SHALL :.0ONI°'ORM TO STANDARD FLAN 3 4 UNLESS ON THE. PROJECT DRAWINGS-' OTHERVWISE SHOWYN: . A, Dg,�2400 min :(.9151 .OR LESS. L'0 7 iii (5"611, MM (5"7 ". .P=130 B. D2 OVER 2400 .r�tm i�'}, �, I,S �3. t8 '.1 . 1- , F1 A ta1AN'IiCI fiAt=" 9..Ci t�lrrl [�.) �1Ii "1"HCt:iT . REDUCER 'tS< SPECIFIED 5 WHERE LE T Q I . R L'MAY BE INCREASED OR L.00AT1014 4F MANHt�LI="S.C�II�TEI1 FO SET Q.IpE ..S .. . . REFER TO .STANDARD P(„„J�N. 3 fa. ENDS, WKEN. L GREATER THAN THAT SHOWN A13OVE IS 6PEGIFIED. D BARS Fd �, � tJ .. WITH. ECCENTRIC UCI R )S ICS WHERE DESS R.E MANHOLE: SHAFT W ECCEN, RED :SHALL BE CQ1 TIt UEb :tSI iiltiii (Fa.). O' . .. .fit ; SPECIFIED REFER TP STANDARD PLAN 328. 4.. STATIONS OF -MANHOLES. SHOWN ON.. T, DRAWINGS APPLY AT CENTER �. : 17� WHERE A PRESSURE MANHOLE SHAFT 1.14 to it (36X 1 WITH:DUT'REi;3UCER I LINE. OF SHAFT, ELEV:ATCONS ARE.. SHOWN AT CENTER LINE, OF :SHAFT AND SPEC4F(E.O REFER TO STANDARD REFER TO..iC"CE :IRLNCEi 1#�VE�I`T" GR,AOE. LINES.. .PI�AI� .. 5: REtNFOR FMENT SHALL CONFORM TO. ASTM6i5m. GRA[ 00 (ASTM A, 615" 18.. :D[MENSIONS SHAWN ON THIS PLAN FG.R MIETRI:C':AND. ENGLISH LiNfT5 ARE NOT .A GRADE. 40), AND SHALL TERMINATE. ' 4.0 irm: (I I/2 1 CLEAR O'F-TE CONCR SUR- E EXACT :EQUAL VALUES. IF METRIC VALVES: AIDE .U%D. ALL VALUES L. 0. FACES UNLESS OTHERWISE FIOVV1st. FOR CONSTRUCTION. SHALLBE METR.IC VALiIE , .EXCEPT. REINF`O INN .t5A€%. SIZES IN EN Lt K; UNITS MAY BE SUBS"IITUTED FOR METRIC BAR SIZE. .. , FLOOR .QI= MANHOLE SHALL, BE STEEL. TROWELED TO SPRING LINE.. IF. ENGLISH UNITS ARE USED. ALL VALUES USED FOR. CONSTRUCTION SHAI L BE ENGLISH UNIT'S t -top pars some as 'posts. r;.. _._. -... s PfWaId to sn4 t:s of 7, Bt3Cl'i' 43F �+1tLhII1t3LE SHALL. EIE POUR. IN. _ m..-......: .. T a. gas . .I n s.�ee ..... ED ;ONE. OIV"CI1+IilO.l3.5 OPERATION. THE FOL OWING STANDARD PLANS. ARE 14CORP` RATED:HERE:I - 250 mrn Slats. at quarter OE_ r "~ ..' Trcaints around circumference, ;' EX EPT THA'. A CONSTRUCTION J.OII;IT WYITH A LONGITU€�INAL KEYWAY MAY i € w 824 MANHOLE SHAFT WITH ECCENTRIC REDUCER 'Se MITI. Slats, at. l ro, spacing, snigger Spot acteh parse 4 pl ces gt�ir.ter peirrts k 1 / BE` PLACED. AT SPRING LINE, -x Itornatb rovs x3 .% around clrcum^ference;.0.8 in. r -o' I ? CER OG r .OG. BOOKfi l . s aoln stagger er it rn ? t .. u _ .:. AIkiM4L 32 M HA � rf3' ' AtiTtif WITHOUT t.t.o g, . c51V x, p ate caws T >„ I. S. THICKNESS OF T#�E DECI(. SHALL. WAIT 1 WIfI�E1+t NECESSAR'� TO PROVIDE 328 P1TEaaSI1:RE .MAt��IC1LE SHAiFT '� 'WdiIT'N 'EICCEt,11">rT1C I, ,Tx above. ( _ _ i .) :yy FL or as ,.,tandard i2C}i} mm'eMP ! LEVEL SEAT BUT SHALL. NOT BE LESS: TkfAI`I THE TABW:It:AR :VA)r:UES.F 1= 2 T'FtIwSSliiE :twltil4tiTE SHAFT I4 .nl ( ITH'QCJI REDUCER _.., __. , W �fi _.. 650, 610 €�iit L ".7' MANFlOLE FRAME AND O.DV'ER dlr.eetsd� sIiC�V1+PI .1 TABLE 5..< #?Y the =: i✓: I~ «: .... Cs�iinex;tlliQ Tiny LT6: rtT X TG:. x: I ..r'' w. 20 _ 2CItJ Mir of 1200 m CMP 63. 914 i�1t� :( :IS"1' MANKOLE RAME AND. COVER EnrJlneer - o : .... 6;4.. Mtn shop r lv .ted. spc�txrelded or D B'A1T SHALL. < i I. a M «4 I`:. # T - Gut nr burn PCR9 OFI D' ini71 (} 15.. ItWI F .EEL. TE a. T'Yp toetsweldeei to, I200 err' GMP A; xl _ e 0:3 iii Max C -C t�9.'-.105.0 norn (.4 -11 TC1 210.0 rr► t84"1 INO(:4t I.YE .ANi1::2'C1Mf:6i FOR fi G' POLYPROPYLENE PLA'STIC:STEP ! Grt�ut M14250 MMA,9049 i °9 0: OVER, BYenIY s pax< d w ' I n i1 `Spotwald aach r)ost 4. places 10ENTER LINE .OF INLET PIPE SALL INTERSECT INSiDE FACE'CF CO.E AF L'Canc -200 mm €icnd coupler E. :�iES.. OTHEFiFR�L.�ISE: SH3V#V. .i fl Hot „ i .....___:. 11: STEPS SHALL CONFORM TO STANDARD PLAN. 635 OR 6'36 UNL.ES OTHERWISE. 4 STEPS SHALL BE UNIFORMLY, SPACED '50 Mitt' (14w1 TO 31.mm U5'1 OC.. I ca °. _- xlsitrT HSC &. pfpxj 1 EXlstiitg. HW k 01j FRONT VIEW ..: SI~#O WVI�I. '' p'p50 mm a ox, THIS LOWEST STEP S ALWL' NOT BE MORE THA#N.:600 rmrn,. (.24; )w AB.OVe THE INVERT. ' 9, aiiiWiJ4 .. +..i..,,-.;.! } 11 id3f "Y'I� NWf?r car •� , `' .a , I.7513 mrn INtlxr R = 22 Forts- 1.8 m or 2.4 .rtI lon the use :$,a pipe. or U y L51inat x 51 mm x'4.8 min. MgWonlze, td -le i or~' �tninurr€ I2." THE. 'I`OLLC�WI�I.0 CRI'T'ERIA S1�ALL. I�.E USED FOR THIS MANHOLE, .i 200 evenly rrorvrote fitlet-- , A.: MAIN LINE = 900 nim (.36*) ANSIDE .D:IAiM1ETER' OR: L.AR:G1~R.' EXCEI�T, IF" THE MA111�I L.61►1E RCP DOWNSTREAM OF MIANHQLE IS 811 liI ;Hirai t ib".1 TO :1650 Trim I42"1 sPrL3 m'.. DE i i C C!"��"a INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 rpt 0531 ORT SECTION 6- B LESS $ANOARCPLA~321 SHALLBE. USED. SECTION A ---A STATE OF CALIFORNIA DEPARTMENT OF MANSRiRtATII3N CMP RISER DMP R1SER PIPE RISER WITH AND 'JUNCTION BOX 3 N UndergrwW Service Alert ORE y Cal. TOLL FREE 1-800 41 '� 227-2600 0 F, TWO WORKING DAYS BEFORE YOU DIG T''(I'E f1 EDI1I VAM TYPE AA NO SCALE AMERICAN PUBLIC. WORKS ASSOCIATION-•:S�OUT`HERN CALIFORNIA.CHAPTER TER 'TANDARD PIAN iA�ixs. . MANHOLE DIPS T PIPE MAIN DINE r1. :* t t' O LARGER H E&` oP ALL D I MENS I ONS . ARE IN a �. x► ipti:I:L IME`(ERS UNLESS OTTHFRWI SC ..SHCTYMN'' .+rl\,r PLANS PREPARED FOR REMSIONS Engineer City BENCHMARK Q OFESS j N No. Approval Date: Approval Date: R O q Stratham Homes a CALTRANS BENCHMARK NO. 8-17 J SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS tr✓ � NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: Nick Kahlon BRASS CAP IN CONCRETE S.C.E. TOWER LEG. i a� APPROVAL SaH9,WN HEREON AND CARRIED FORTH INA No. 36052 m DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 2201 Dupont Drive 343 N/0 HIGHLAND AVE., 0.2 MI. W/O SAN REVISIONS TO THE PLANS TO BRING THEM INTO SEVAINE RD., IN SOUTH CONCRETE BASE OF ul CONFORMANCE WITH CONDITIONS AND STANDARDS SUlte 300 S.C.E. TOWER 19.5; 2165 MI. W. ALONG Exp. 6 30 2004 IN EFFECT. Irvine, Ca. 92612 HIGHLAND AVE. FROM SIERRA AVE. `s� CIVIC- P (949) 833-1554 ELEVATION: 1428.6090 q�F OF CA,0F tZeccn zip t�(2�W t i2 J z, o a E _ STA14OMD PLAN. •I MANHOLE:`P LINE ID= r� .. Prepared By: ALLARD ENGINEERING Civil Engineering Land Surveying - Land Planning 8 53 Sierra Avenue Drawn By: .' DBW Fontana, California 92335 (909) 356-1815 Fax (9091) 356-1795 Designed By: RD/DB Raymond J. Allard, A.C.E. 36052 Date Checked By: ; (expires 6/30/2004) ' RD RG CITY OF FONTANA, CALIFORNIA STORM DRAIN PLANS SAN SEVAINE ROAD Scale: TRACT N .16046 AS NOTED �+ Date: -- W A\ ALS PETAILS AUGUST, 2001 Approve 'S/' "lo -d Dwg. No. 6 -► CITY,:ENGINEER R.C.E. 51152 2928 7 Filename; �yli\DWG\11001 \STORM DRAIN\Sheet6.DWG 3 N UndergrwW Service Alert ORE y Cal. TOLL FREE 1-800 41 '� 227-2600 0 F, TWO WORKING DAYS BEFORE YOU DIG T''(I'E f1 EDI1I VAM TYPE AA NO SCALE AMERICAN PUBLIC. WORKS ASSOCIATION-•:S�OUT`HERN CALIFORNIA.CHAPTER TER 'TANDARD PIAN iA�ixs. . MANHOLE DIPS T PIPE MAIN DINE r1. :* t t' O LARGER H E&` oP ALL D I MENS I ONS . ARE IN a �. x► ipti:I:L IME`(ERS UNLESS OTTHFRWI SC ..SHCTYMN'' .+rl\,r PLANS PREPARED FOR REMSIONS Engineer City BENCHMARK Q OFESS j N No. Approval Date: Approval Date: R O q Stratham Homes a CALTRANS BENCHMARK NO. 8-17 J SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS tr✓ � NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: Nick Kahlon BRASS CAP IN CONCRETE S.C.E. TOWER LEG. i a� APPROVAL SaH9,WN HEREON AND CARRIED FORTH INA No. 36052 m DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 2201 Dupont Drive 343 N/0 HIGHLAND AVE., 0.2 MI. W/O SAN REVISIONS TO THE PLANS TO BRING THEM INTO SEVAINE RD., IN SOUTH CONCRETE BASE OF ul CONFORMANCE WITH CONDITIONS AND STANDARDS SUlte 300 S.C.E. TOWER 19.5; 2165 MI. W. ALONG Exp. 6 30 2004 IN EFFECT. Irvine, Ca. 92612 HIGHLAND AVE. FROM SIERRA AVE. `s� CIVIC- P (949) 833-1554 ELEVATION: 1428.6090 q�F OF CA,0F tZeccn zip t�(2�W t i2 J z, o a E _ STA14OMD PLAN. •I MANHOLE:`P LINE ID= r� .. Prepared By: ALLARD ENGINEERING Civil Engineering Land Surveying - Land Planning 8 53 Sierra Avenue Drawn By: .' DBW Fontana, California 92335 (909) 356-1815 Fax (9091) 356-1795 Designed By: RD/DB Raymond J. Allard, A.C.E. 36052 Date Checked By: ; (expires 6/30/2004) ' RD RG CITY OF FONTANA, CALIFORNIA STORM DRAIN PLANS SAN SEVAINE ROAD Scale: TRACT N .16046 AS NOTED �+ Date: -- W A\ ALS PETAILS AUGUST, 2001 Approve 'S/' "lo -d Dwg. No. 6 -► CITY,:ENGINEER R.C.E. 51152 2928 7 Filename; �yli\DWG\11001 \STORM DRAIN\Sheet6.DWG ALL D I MENS I ONS . ARE IN a �. x► ipti:I:L IME`(ERS UNLESS OTTHFRWI SC ..SHCTYMN'' .+rl\,r PLANS PREPARED FOR REMSIONS Engineer City BENCHMARK Q OFESS j N No. Approval Date: Approval Date: R O q Stratham Homes a CALTRANS BENCHMARK NO. 8-17 J SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS tr✓ � NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: Nick Kahlon BRASS CAP IN CONCRETE S.C.E. TOWER LEG. i a� APPROVAL SaH9,WN HEREON AND CARRIED FORTH INA No. 36052 m DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 2201 Dupont Drive 343 N/0 HIGHLAND AVE., 0.2 MI. W/O SAN REVISIONS TO THE PLANS TO BRING THEM INTO SEVAINE RD., IN SOUTH CONCRETE BASE OF ul CONFORMANCE WITH CONDITIONS AND STANDARDS SUlte 300 S.C.E. TOWER 19.5; 2165 MI. W. ALONG Exp. 6 30 2004 IN EFFECT. Irvine, Ca. 92612 HIGHLAND AVE. FROM SIERRA AVE. `s� CIVIC- P (949) 833-1554 ELEVATION: 1428.6090 q�F OF CA,0F tZeccn zip t�(2�W t i2 J z, o a E _ STA14OMD PLAN. •I MANHOLE:`P LINE ID= r� .. Prepared By: ALLARD ENGINEERING Civil Engineering Land Surveying - Land Planning 8 53 Sierra Avenue Drawn By: .' DBW Fontana, California 92335 (909) 356-1815 Fax (9091) 356-1795 Designed By: RD/DB Raymond J. Allard, A.C.E. 36052 Date Checked By: ; (expires 6/30/2004) ' RD RG CITY OF FONTANA, CALIFORNIA STORM DRAIN PLANS SAN SEVAINE ROAD Scale: TRACT N .16046 AS NOTED �+ Date: -- W A\ ALS PETAILS AUGUST, 2001 Approve 'S/' "lo -d Dwg. No. 6 -► CITY,:ENGINEER R.C.E. 51152 2928 7 Filename; �yli\DWG\11001 \STORM DRAIN\Sheet6.DWG a E _ STA14OMD PLAN. •I MANHOLE:`P LINE ID= r� .. Prepared By: ALLARD ENGINEERING Civil Engineering Land Surveying - Land Planning 8 53 Sierra Avenue Drawn By: .' DBW Fontana, California 92335 (909) 356-1815 Fax (9091) 356-1795 Designed By: RD/DB Raymond J. Allard, A.C.E. 36052 Date Checked By: ; (expires 6/30/2004) ' RD RG CITY OF FONTANA, CALIFORNIA STORM DRAIN PLANS SAN SEVAINE ROAD Scale: TRACT N .16046 AS NOTED �+ Date: -- W A\ ALS PETAILS AUGUST, 2001 Approve 'S/' "lo -d Dwg. No. 6 -► CITY,:ENGINEER R.C.E. 51152 2928 7 Filename; �yli\DWG\11001 \STORM DRAIN\Sheet6.DWG Prepared By: ALLARD ENGINEERING Civil Engineering Land Surveying - Land Planning 8 53 Sierra Avenue Drawn By: .' DBW Fontana, California 92335 (909) 356-1815 Fax (9091) 356-1795 Designed By: RD/DB Raymond J. Allard, A.C.E. 36052 Date Checked By: ; (expires 6/30/2004) ' RD RG CITY OF FONTANA, CALIFORNIA STORM DRAIN PLANS SAN SEVAINE ROAD Scale: TRACT N .16046 AS NOTED �+ Date: -- W A\ ALS PETAILS AUGUST, 2001 Approve 'S/' "lo -d Dwg. No. 6 -► CITY,:ENGINEER R.C.E. 51152 2928 7 Filename; �yli\DWG\11001 \STORM DRAIN\Sheet6.DWG CITY OF FONTANA, CALIFORNIA STORM DRAIN PLANS SAN SEVAINE ROAD Scale: TRACT N .16046 AS NOTED �+ Date: -- W A\ ALS PETAILS AUGUST, 2001 Approve 'S/' "lo -d Dwg. No. 6 -► CITY,:ENGINEER R.C.E. 51152 2928 7 Filename; �yli\DWG\11001 \STORM DRAIN\Sheet6.DWG