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Home My WebLink About3060-3DI f OEDGE OF CAL TE CONCRETE EDGES TO BE MOUNDED TO () BARS 1 73 am (3•) R 1 75 TIMI (3•) t:)C �' ""}' 14MIEtt3} TIE BAR * �- R iD OF SPUR C'� tc 4-20fi1(vill). : BARS A r 973 Mnt (3'-3') LONG. L. J 4-iSMtM} M SEE NOTE 2 -.-.*M(01 TIE SAR BI1Mt8 900 Mot D BARS 75nwM (39 OC. 1.2 m t3'--0`3 LONG SEE NOTE 9a I LF J SARS 1.4 w (4'-O') (4'-01) LOOK T3 M*34 OC DETAIL '1V" COMT,AOD'L. BARS 154D fmDx. (en OC TQ INSIDE COW (*140 COVER _NaT SlIa1M1/I OF MANHOLE. SEE NOTE 2 PLAN MEE NOTE 1) ('SHAFT N0 S1" HOWN) _ MANHOLE FRAME STiiEET /' AND COVER PER 69 AIDE STO, Pi:AN $30 125 tette X,25 n" (s"=i•) RING SEAT 410 M0 (244 MANHOLE SHAFT 125 Men x SO ow PER STD. (5'12') PLAN 3224 PIPE SEAT M 900 taw (3'-0•) E BARS TIE BARS aAj STEPS TIE BAR -.• --r / - 125 MM {31_ ROUND EDGES TO 75 ami 131) R - 151d1.4) 0 4130 mm {IB'} OC BOTH WAYS TO BE USED WHEN Dx IS 1500 nra tl (GO') OR Ov SECTION A -A CONCRETE. RINGS PLAN 324 - OMIT THIS STEP 1N PAYED STREETS ...._ i50 cwt i&'i" 400 erste (EG') FOR PAYED STREETS. 650 MM121-20) FOR UNPAVED STREETS - OARS SPRING LINE INLET ELEVATION APPLiE$ AT TMS POINT aLEVEL I T SEE N O,E SECTION B -B Aw�MM PUBM W0W mscy=Tm - iou n4EM C" CtuPre� ,.-STREET GRADE MANHOLE PIPE' TO PIPE MAIN LINE'- 125 tette X,25 n" (s"=i•) RING SEAT > ID=900 mm 36" OR. LARGER. N BARS acv, +si SEE TABLE WBE MMfTM >eTAi.'.CiFICATKMti KW PUNLIC MIOOM COM'TRUC11CO VARIABLE ' wo t fA ,At E !JARS ffiffl (fif') 260 mo (10 Lof_412100 IOM 03 OR 041 F OF SPUR t'i TIE BAILS BASO mer miff. - ff' , 4 _ ..ALL 5Tlrfl ElHf: 15 (442700 L J BARS ROUND .-- .- -..-.....,. EDGES TO 73 mw t3•)R SECTION C• -C Aw�MM PUBM W0W mscy=Tm - iou n4EM C" CtuPre� t"aatut„ta� ntcrr?si�. MANHOLE PIPE' TO PIPE MAIN LINE'- STANDARD KAN 1� > ID=900 mm 36" OR. LARGER. 320-1 acv, +si SHEET t DF •1 WBE MMfTM >eTAi.'.CiFICATKMti KW PUNLIC MIOOM COM'TRUC11CO AN 4C DETAIL: "N" PLAN (RINQS MID GOFER NOT SHOW . SEE. NO { tTFT t L"ftLti} - ,- MAtlt OLE FRAME COWFIFTt< N.1*t S - h PEP 2 PLAN ... .�.. � r t�lr' C..YCK_ . IvR 1�EI2 `s`T6. EA{V '��4 -STD,, PLAN 630 6GG , R;W 7 TH i 3 STET' tR4�i t IN PAV£J STREETS --- I.iAk HG1rtE a e S'HAF'T 225 men 19) _ O-, �: { EP � CC: 444 awn 3t6.) r cst� I�1 PLAN 324 PAVED STREETS.: � w 8 O rnrst _ vj Ta ,t. F 5 1: S :r I E t>ii' U PAVED -3.',H£ETS---�L: q. fiYfl •. .asc r � r:n. !;`) T.:. 125 t!+(n.:a �� nq►t (�'Y?,.-}. Pir"J"..jELT er t t -- `• POUND E QK4E:S f :INLETS ' r cS'ttix� E �G.S Uf -,-INLET EiEYI� i3 7c7 _ PPLJES AT T41S p0IN Srr*fi t}N i INE- ;, 1 S .E�,,S +456 ret+n us.) d�'} not 141 Y 1 L+ZT-20 Ven 48'! -.i - 10D sl sn (4-) ZOO enm {q'j SEE 1401 F' 5 'SECTION B -B TAtta vF vAtuE, fort 7t 1s�E Evf, C i) f Ez T161! _ PA 0 2 TREET' - JKPA.[.D STREET 1uAK..^_.._.�_. M114.-.-`.- -- iaAX� 7.il te_ A -A Dasa rnm {3 . - C -C SECTION C -C saArr I?IN5 S€�` AUNFOCAN PIJRUC WORKS A►SSMIATION - S OUTHEAN CAI.WORNIA CHAP'T'ER �1125 MANHOLE PIPE TO PIPE ONE OR BOTH c n, � }T g - EDGES TO BE POUM ► 321 - 11 VEY �Me. $MEET + OF A. USE WITH STANIVAPM VIR C'IFICATM" FOR PUBLIC WorjKis CpN3T7IVCT1ON - ' t fA ,At ffiffl (fif') 260 mo (10 Lof_412100 OF SPUR BASO mer miff. - ff' , 4 _ ..ALL 5Tlrfl ElHf: 15 (442700 a too 'em ;04 p a•t AN 4C DETAIL: "N" PLAN (RINQS MID GOFER NOT SHOW . SEE. NO { tTFT t L"ftLti} - ,- MAtlt OLE FRAME COWFIFTt< N.1*t S - h PEP 2 PLAN ... .�.. � r t�lr' C..YCK_ . IvR 1�EI2 `s`T6. EA{V '��4 -STD,, PLAN 630 6GG , R;W 7 TH i 3 STET' tR4�i t IN PAV£J STREETS --- I.iAk HG1rtE a e S'HAF'T 225 men 19) _ O-, �: { EP � CC: 444 awn 3t6.) r cst� I�1 PLAN 324 PAVED STREETS.: � w 8 O rnrst _ vj Ta ,t. F 5 1: S :r I E t>ii' U PAVED -3.',H£ETS---�L: q. fiYfl •. .asc r � r:n. !;`) T.:. 125 t!+(n.:a �� nq►t (�'Y?,.-}. Pir"J"..jELT er t t -- `• POUND E QK4E:S f :INLETS ' r cS'ttix� E �G.S Uf -,-INLET EiEYI� i3 7c7 _ PPLJES AT T41S p0IN Srr*fi t}N i INE- ;, 1 S .E�,,S +456 ret+n us.) d�'} not 141 Y 1 L+ZT-20 Ven 48'! -.i - 10D sl sn (4-) ZOO enm {q'j SEE 1401 F' 5 'SECTION B -B TAtta vF vAtuE, fort 7t 1s�E Evf, C i) f Ez T161! _ PA 0 2 TREET' - JKPA.[.D STREET 1uAK..^_.._.�_. M114.-.-`.- -- iaAX� 7.il te_ A -A Dasa rnm {3 . - C -C SECTION C -C saArr I?IN5 S€�` AUNFOCAN PIJRUC WORKS A►SSMIATION - S OUTHEAN CAI.WORNIA CHAP'T'ER �1125 MANHOLE PIPE TO PIPE ONE OR BOTH �T ��""' n, � }T g MAIN UNE ID's 825r m OR SMAE,I.ER� ► 321 - 11 VEY �Me. $MEET + OF A. USE WITH STANIVAPM VIR C'IFICATM" FOR PUBLIC WorjKis CpN3T7IVCT1ON - I� �1125 PIPE TO PIPE WIX LINE MANHOLE PI�'E 7C� RIPE MAIN LINE IDK00 mm (N"1 OR LARGER �D�9�: Mm 36" OR LARGER mm (45p) 195 nwo IT 3/41)56 nvn (541100 ffiffl (fif') 260 mo (10 Lof_412100 44 3,29, (442700 3fiOQ me $I EU I L"WAVIED STREET 1222 J ABLE o+- VALUES FOR F 1 �• 7 ( i 7` nnert 4 t ww ? r/ •) ! 0 `net 4B • 5 ' I Inst 1, ,! f *) 1 f4 T` 14`. 1 nrn 't 9 2 mase A ') T mm 1 3/4` 1!0 etlltt (7r)_ 2(!O tttta t1I.3 t T � {{ ` ttnrt (i .I evert 40• 33S t11Mn iF3 Ito' 4 iirn ! • 2550: mm {102•} 95 meet {I 11 ' mm (19§1 i # ttlllt IIG') 21iS0 sewn (II4') 42O ver {iG 1/2`): 30 rtxn 112011430 tnm {IT') tarn ! G• � O`nttlt {( i #4 tT / 4- Inca i " 4# mnt 12 T/ 1�{• 4 tont ! ABLE; oA vAiuEs raa M (sem tgTEF SECTION PAYED ItIAU(:' MIN, MAX... MIiI; C -C net II• enns t6 IJ2"] 41 nat7 pG") 3QO rhea 13`) ��P AMERICAN P s A9!lcOC1ATlC1N - so�rTtt�wr c�oRHu► cH ��MNlHOLE NOTES I. v+►HErt DEPTH M FROM STREET GR -ADE TO THE TOR OF THE BOX IS LESS THAN $67 t{ntn (.2`-i(1 I✓20} t=1�R PAYED STREETS 0!R I{7t6(1 trltls FOR SECTION C_C DETAIL IN'.NP`AY CONSTRUCT SHAFT AND UNPAVED STREETS. PER F T At+ 1 T fl 15 DEPTH REDUCED 4 ABSOLUTE AA M MAY 8 E LME p tT'IJ11 t16) YYt�#EN LARGER VALUES OF M WOtIt.:D REDUCE H IN 9EG`ft+QN C -G TO 10E0 mtn (3•-!6') OR LESS. .r H - rA . !. m 2, AA HALL NO THAM 4`-d #N AND 8-8) BE LESS t SECTION $ 2 f ) BUT MA'Y 61; INCREASED PR`OYtLiIrD THAT THE VALUE OF M SHALL i�tO:T� BE `LESS THAN THE MINIMUM SPECIFIED AND THAT THE fiEDUCER SHALL BE USED. FOR H (IFI SEGT'k(?t`t G -C} SEE NOTE- fi- 1;2 m (41-tJ') UNLESS OTHERWISE N- 3, k. SHAL,t. 13E SFrf3'WN, L MAY BE IN- `A taEiJ 0 E,� 0C �► T# N OF MANHOLE SHIFTED T8 MEET PIPE ENDS UTA Y CREASED I;�RE` L � 8 ►� . LOCATION OF TH SPUR Y APPROVED CHANGE IN MUST TtIE E 8E B ENGiNCER. 4. T 5 -HALL BE 2t3i} mm 4801 FOR 'VALUES O1" H UP TO AN[3 tNCLlt111NC �2�A trt t8' -0'I Ai�#D 25t9 trent {10'T FOR VALUES OF li out=R 2.4 In N ;ikpp MANHOLES N PROJECT DRAWINGS AT s, STATIONS vt< S xow o LY CEM -'EER :LINE OF SHAFT. ELEVATIONS ARE SHt3WN AT CENTER OF LINE OF HAFT T THE.#NY RT PROLONGED: GRADE SEE S AND I;.FtVES; 3: REFER U E MCifiE . .. _ I F f� A CONFORM TO 14 t SHALL ASTM 6. REN D CEAAr=hi'f 6 SM: GftAQE 3E}+C)(ASTM A 615, GRADE 40). AND SHALL TERMINATE 40 mm (i 1/213 CLEAR `OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN, 7. FLOUR -OF MANHOLE SHALL, BE 5TE£i.: TROWELED TO SPRING t.II+EE. 8. t3C3t}"Y OF MANHOLE SHALL. BE Pbt1REfl IN ONE t;OMTtNUblrS OPERATION EXCEPT THAT A CONSTRUCTION JOINT iNFTN A LONGITUDINAL KEYWAY MAY BE PLACE? AT SPRING LINE; '9. THICK -NESS` OF THE DECK SHALL VARY WtiEEv NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL MCiT BE LESS THAN 2�){? mm ($'); 10. STEPS SHALL tOiVFO#iM' T(3 STANDARD PLAN 635 OR 63Er, UNLESS OTHERWISE SHC3Vdir. :STEPS SHALL 8E UNIFORMLY SPACED 354 rtrlt► tI4"i T4 375 runt t15*I OC. THE LOWEST STEP �St-LACE NOT BE MORE THAN 6Qt,3 rrim t2�4'1 ABOVE THE LCIJ+EiE I T TH £'! k3E O F THE MANHOLE. A S "T�QI,AN �u2p_� 320 -1 �� PIPE TO PIPE WIX LINE MANHOLE PI�'E 7C� RIPE MAIN LINE IDK00 mm (N"1 OR LARGER �D�9�: Mm 36" OR LARGER ABLE; oA vAiuEs raa M (sem tgTEF SECTION PAYED ItIAU(:' MIN, MAX... MIiI; C -C net II• enns t6 IJ2"] 41 nat7 pG") 3QO rhea 13`) ��P AMERICAN P s A9!lcOC1ATlC1N - so�rTtt�wr c�oRHu► cH ��MNlHOLE NOTES I. v+►HErt DEPTH M FROM STREET GR -ADE TO THE TOR OF THE BOX IS LESS THAN $67 t{ntn (.2`-i(1 I✓20} t=1�R PAYED STREETS 0!R I{7t6(1 trltls FOR SECTION C_C DETAIL IN'.NP`AY CONSTRUCT SHAFT AND UNPAVED STREETS. PER F T At+ 1 T fl 15 DEPTH REDUCED 4 ABSOLUTE AA M MAY 8 E LME p tT'IJ11 t16) YYt�#EN LARGER VALUES OF M WOtIt.:D REDUCE H IN 9EG`ft+QN C -G TO 10E0 mtn (3•-!6') OR LESS. .r H - rA . !. m 2, AA HALL NO THAM 4`-d #N AND 8-8) BE LESS t SECTION $ 2 f ) BUT MA'Y 61; INCREASED PR`OYtLiIrD THAT THE VALUE OF M SHALL i�tO:T� BE `LESS THAN THE MINIMUM SPECIFIED AND THAT THE fiEDUCER SHALL BE USED. FOR H (IFI SEGT'k(?t`t G -C} SEE NOTE- fi- 1;2 m (41-tJ') UNLESS OTHERWISE N- 3, k. SHAL,t. 13E SFrf3'WN, L MAY BE IN- `A taEiJ 0 E,� 0C �► T# N OF MANHOLE SHIFTED T8 MEET PIPE ENDS UTA Y CREASED I;�RE` L � 8 ►� . LOCATION OF TH SPUR Y APPROVED CHANGE IN MUST TtIE E 8E B ENGiNCER. 4. T 5 -HALL BE 2t3i} mm 4801 FOR 'VALUES O1" H UP TO AN[3 tNCLlt111NC �2�A trt t8' -0'I Ai�#D 25t9 trent {10'T FOR VALUES OF li out=R 2.4 In N ;ikpp MANHOLES N PROJECT DRAWINGS AT s, STATIONS vt< S xow o LY CEM -'EER :LINE OF SHAFT. ELEVATIONS ARE SHt3WN AT CENTER OF LINE OF HAFT T THE.#NY RT PROLONGED: GRADE SEE S AND I;.FtVES; 3: REFER U E MCifiE . .. _ I F f� A CONFORM TO 14 t SHALL ASTM 6. REN D CEAAr=hi'f 6 SM: GftAQE 3E}+C)(ASTM A 615, GRADE 40). AND SHALL TERMINATE 40 mm (i 1/213 CLEAR `OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN, 7. FLOUR -OF MANHOLE SHALL, BE 5TE£i.: TROWELED TO SPRING t.II+EE. 8. t3C3t}"Y OF MANHOLE SHALL. BE Pbt1REfl IN ONE t;OMTtNUblrS OPERATION EXCEPT THAT A CONSTRUCTION JOINT iNFTN A LONGITUDINAL KEYWAY MAY BE PLACE? AT SPRING LINE; '9. THICK -NESS` OF THE DECK SHALL VARY WtiEEv NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL MCiT BE LESS THAN 2�){? mm ($'); 10. STEPS SHALL tOiVFO#iM' T(3 STANDARD PLAN 635 OR 63Er, UNLESS OTHERWISE SHC3Vdir. :STEPS SHALL 8E UNIFORMLY SPACED 354 rtrlt► tI4"i T4 375 runt t15*I OC. THE LOWEST STEP �St-LACE NOT BE MORE THAN 6Qt,3 rrim t2�4'1 ABOVE THE LCIJ+EiE I T TH £'! k3E O F THE MANHOLE. A S "T�QI,AN �u2p_� 320 -1 �� PIPE TO PIPE WIX LINE MANHOLE PI�'E 7C� RIPE MAIN LINE IDK00 mm (N"1 OR LARGER �D�9�: Mm 36" OR LARGER ��P AMERICAN P s A9!lcOC1ATlC1N - so�rTtt�wr c�oRHu► cH ��MNlHOLE NOTES I. v+►HErt DEPTH M FROM STREET GR -ADE TO THE TOR OF THE BOX IS LESS THAN $67 t{ntn (.2`-i(1 I✓20} t=1�R PAYED STREETS 0!R I{7t6(1 trltls FOR SECTION C_C DETAIL IN'.NP`AY CONSTRUCT SHAFT AND UNPAVED STREETS. PER F T At+ 1 T fl 15 DEPTH REDUCED 4 ABSOLUTE AA M MAY 8 E LME p tT'IJ11 t16) YYt�#EN LARGER VALUES OF M WOtIt.:D REDUCE H IN 9EG`ft+QN C -G TO 10E0 mtn (3•-!6') OR LESS. .r H - rA . !. m 2, AA HALL NO THAM 4`-d #N AND 8-8) BE LESS t SECTION $ 2 f ) BUT MA'Y 61; INCREASED PR`OYtLiIrD THAT THE VALUE OF M SHALL i�tO:T� BE `LESS THAN THE MINIMUM SPECIFIED AND THAT THE fiEDUCER SHALL BE USED. FOR H (IFI SEGT'k(?t`t G -C} SEE NOTE- fi- 1;2 m (41-tJ') UNLESS OTHERWISE N- 3, k. SHAL,t. 13E SFrf3'WN, L MAY BE IN- `A taEiJ 0 E,� 0C �► T# N OF MANHOLE SHIFTED T8 MEET PIPE ENDS UTA Y CREASED I;�RE` L � 8 ►� . LOCATION OF TH SPUR Y APPROVED CHANGE IN MUST TtIE E 8E B ENGiNCER. 4. T 5 -HALL BE 2t3i} mm 4801 FOR 'VALUES O1" H UP TO AN[3 tNCLlt111NC �2�A trt t8' -0'I Ai�#D 25t9 trent {10'T FOR VALUES OF li out=R 2.4 In N ;ikpp MANHOLES N PROJECT DRAWINGS AT s, STATIONS vt< S xow o LY CEM -'EER :LINE OF SHAFT. ELEVATIONS ARE SHt3WN AT CENTER OF LINE OF HAFT T THE.#NY RT PROLONGED: GRADE SEE S AND I;.FtVES; 3: REFER U E MCifiE . .. _ I F f� A CONFORM TO 14 t SHALL ASTM 6. REN D CEAAr=hi'f 6 SM: GftAQE 3E}+C)(ASTM A 615, GRADE 40). AND SHALL TERMINATE 40 mm (i 1/213 CLEAR `OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN, 7. FLOUR -OF MANHOLE SHALL, BE 5TE£i.: TROWELED TO SPRING t.II+EE. 8. t3C3t}"Y OF MANHOLE SHALL. BE Pbt1REfl IN ONE t;OMTtNUblrS OPERATION EXCEPT THAT A CONSTRUCTION JOINT iNFTN A LONGITUDINAL KEYWAY MAY BE PLACE? AT SPRING LINE; '9. THICK -NESS` OF THE DECK SHALL VARY WtiEEv NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL MCiT BE LESS THAN 2�){? mm ($'); 10. STEPS SHALL tOiVFO#iM' T(3 STANDARD PLAN 635 OR 63Er, UNLESS OTHERWISE SHC3Vdir. :STEPS SHALL 8E UNIFORMLY SPACED 354 rtrlt► tI4"i T4 375 runt t15*I OC. THE LOWEST STEP �St-LACE NOT BE MORE THAN 6Qt,3 rrim t2�4'1 ABOVE THE LCIJ+EiE I T TH £'! k3E O F THE MANHOLE. A S "T�QI,AN �u2p_� 320 -1 �� PIPE TO PIPE WIX LINE MANHOLE PI�'E 7C� RIPE MAIN LINE IDK00 mm (N"1 OR LARGER �D�9�: Mm 36" OR LARGER NOTES !. WHEN DEPTH M 1=Rt}b( STREET- GRADE TO THE TOPOF TFiE BOX l5 LESS THAN 867 Kntn t2' -i0 tl2"} FOR PAYED STREETS OR 1464 r�rn {3'-5•} FOR UN- PAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AMC) DETAIL "Ir', SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER 8EG'CiOlr C -G, WHEN DIAMETER 01 !S (2Q0 rrltrr f48'"3 OR LESS; CENTER. OF SHAFT MAY 9E LOCATED PER NATE 2. 2. CENTER OF MANHOLE SHAFT -SHALL HE LOCATED OVER CENTER LINE OF STORM DRAiN WHEN DIAMETER 01 iS 1200 Iflfti (#$'} OR LESS.. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH t»€LATER. LINE Acro OMIT ,t BARS; 3. L AND P SHALL HAVE THE FOLLOWING VALUES t1lrL£5S OTHERWISE :SHOWN ON THE PROJECT DRAWiNGS* A. D2=2400 mm C98`} 4R LESS, L-1,7 mt5'-ta"). P'=130 mm t5'} B. 07 OVER 2400 mm (4t"s'). L=t.6 m t6' -0'I. R=.210 mfrs t8'1 L MAY 8E INCREASED OR LOCATION :OF MANHOLE SHIFTED TO MEET PIPE ENDS, WHEN L GREATER THAN THAT SHOWN ABOVE IS SPEC1FiED, D BARS SHALL 8E CONTINUER 150 mm t6') OC: 4, STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LiNE DF SHAFT. ELEVATIONS ARE SHOWN AT CENTER_ LINE OF SHAFT' AND REFER- TO: THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL. CONFORM TO ASTM A 615M. GRADE 301 (ASTM A 615. GRADE 401. AND SHALL TERMINATE. 40 nirq ti 1f20? CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. - 6. FLOOR OF MANHOLE SHALL E3€ STEEL TROWELED TO SPRING }_INE. 7: BODY OF MANHOLE .SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY PLACED AT SPRING t BE LINE. 8» THICKNESS OF THE DESK- SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN AN TABLE SH, 2. 9: D BARS SHALL BE i5Mt►41 FOR 02=975 mrtlt39"} OR LESS tSM(+�S) FOR D2 =lOSO (42") TO ram t84"3 mm 2100 (841) INCLUStYE -ANI, 20M(06) FOR D2=2250 mm (90'} OR OVER. !U. CENTER LiNE OF INLET PIPE SHALL INTERSECT INSIDE FACE- OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. ll; S"Ct:.PS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 35t) mm CIO•} TO 375 t11ftl tt5'} OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 tlrurt {24'} A$t}YE THE INVERT. 12. THE FALLOWING CRITERIA SHALL. 6E USED FOR THIS MANHOLE - A. MAIN LINE x 900 mm f36`3 INSIDE DIAMETER OR LARGER. EXCEPT li: THE WAIN LEVE RCP DOWNSTREAM OF MANHOLE IS 900 mm (3r7") TQ 1(350 mtrs tA2•} INSIDE DIAMETER AND THE MAIN LINE R+Gp UPSTREAM IS 825 mm (33"} Clfi LESS STANDARD PLAN. 321- SHALT. BE USED, , AMERICAN Pt1$t;tC IAtOR1t',3 A;$SOG1ATlON - S(l3'T'I�EfNtl CALIFORNIA CW�APTEfi MANHOLE PAPE TO PIPE OI�IE 4R EOTH MAli�I LINE "�'RI`, �, - 321-1 ' ID'S 925Emm 33 OR ��'ALLEFt . �t,{CETz OF AMERICAN PUBL,tG'Y#fORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER srAN(sAIIo t�irw MANHOLE PIPE TO PIPE MAIN LINE "" IDS=90tI mm (36") �3R LARGER 324 1 Sii�ET 3 OF 1361 IN DIAMETER. 1:E. THE FOLLOWING CRITERIA SHALL 8E: USED FOR THIS MANHOLE: A. AAAfN LINE 825. erKrt {33') CNS#DE DIA TER Dit LESS_ t£XCEPTi()N -- IF THF, Mi11tr LINE FtCP pt1MR+tSTt?EAM .DEF THE MANh(pL:Iy IS: 900 MM0611 T0, 1050 rnrn (42`l INSIDE DIAMETER AN13 THE MAIN l:iNE RCP t1pSTRE1lM #5 R PLAN 3 2 IS R STANDAt`tD PLAN 320 {} STANDARD 2 825- t33) 0 LESS-) rtfln T R 1 t CONDUIT IS LESS THAN $GILD rtIn NOT A CABLE- WHERE THE MAIN ONE 5 (} R L - RA THAT Y A A. THE MAXIMUM 5} LATERAL MAY 6E EI. SEE SECTION SIZE L C4NAIECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE BUTS -IDE. (TOP) OF THE LATERAL. TO THE BOTTOM OF .THE 201? mm S60I THICK t€iP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FI:tOM THE END OF THE RCP'..- 5HA1-,t. 9E A IYIINMt!#rt Of 150 mnI {�6"}, SIZE F' THE LATERAL, IS SUCH THAT THE ABOVE-SPECIFIED G. IF THE 4 AN T" MAINTAINED, THE MINIMUM DISTANCES C !t0 BE THEN ONE OF T M F�.ILLUW#ACCs ALTERNATE SOLUTIONS MUST BE USED. t: PROVIDE A SPECIAL STRICTURE. T TR t T1 # PROVIDE. WO S STRUCTURES. C)NS S TING OF THIS Z. STANDARD C MANHOLE PLACED UPSTFI:EAtrA }R DOWNSTREAM FROM THE APPLICABLE T _ TR TURF_ .lUli IOM STRUCTURE . OR TRANSITION STRUCTURE - 12. UG C I`2. MANHOLE FRAME ANU cove SHALL CE7NA"CJt�2M TO STANDARD PLAN s3c� uwLtbs OTHERWISE St•(ownl: !3, MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 32A UNLESS OTHERWISE SHQVi►M. IA. WHERE A MANNBLE SHAFT' - 9t70 vent �36•l WITHOUT REDUCER 1S 5F'EG#FLED REFER Tt} STANDARD PLAN 33fi. 13. WHERE A PRESSURE M,ANi�IQLE 5N -AFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER "t"Q STANDARD PLAN 328. 326.... Its. WHERE A; PRESSURE MANHOLE SHAFT - 914 mmn (360) WITHOUT REDUCER IS SPEGiF't€D REFER TO 'TA STANDARD PLAN 329, 17, DIMENSION`a .SPlOWN ON THiS FLAN FOR Irl£TRiC AND ENGLISH UNITS ARE NOT EXACT EQUALVALUES. IF Mt: TRIC VALUES ARE USED. ALL.. VALUES.. USED FOR CONSTRUCTION SHALL BE METRIC VAt.UES, E3t;GEPT RECNFORCthIG BAR Si�'ES IN ENGLISH UNITS 1rS1tY SESUBSTtTt,JTEp FOR MET'#iIG BAR SIZES.- IF ENGLiSH LIMITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL ESE. ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE -SHAFT -- WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT' - 90t) mm 136.3 WITH¢1JT REDUCER 328. PRESSURE tMlAivlaoLE SHRIFT - WITH ECCENTRIC 32'9 PRESSURE MANHOLE SHAFT - 914 rnrn t36'1 :9MITti0t1T REDUCER 630 slo tlrrl t2�I.1 Mira#-rt)LE� FRAC Al�tt COVER 63.3 914 mm t36') t1Al11NFlpLE FRAME.AND COVER 635 .STEEL -:STEP 636 POLYPROPYLENE PLASTIC STEP 8. THE OUTSIDE DIAMETER OF THE LATERAL tsSlST BE LESS THAN OR EQUAL TO 112 THE INSIDE .DIAMETER'' OF THE MAIN LINE.. IF THE UPSTREAM AND DOWNSTREAM DIAIYiETERS OF THEMANHOLE ARE NOT THE -SAME. THE GOVERNING IMSiDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT .WHERE THE EXTENDER .CENTER LEtr£ OF THE LATERAL ENTERS THE MANHOLE.. C. IN NO INSTANCE' SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER. THAN 750 rturt (30`). !3. MANN --OLE FRAMENr L AND COVER SH -.ALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN,. 14. MANHOLE SHAFT SHALL_ CQNFORIA TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A 'MANHOLE SHAFT - JOO mm f36`I 1NtTHpWT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER (5 SPECIFIED -REFER TO :STANDARD FLAN 326, !?, WHERE A PRESSURE MANHOLE .SHAFT - 914 I1N11 t36"? WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329.. IB'. DlMENSiONS SHOWN ON ?HIS PLAN FOR METRIC AND ENGLISH UNITS ARE HOT EXACT EQUAL VALUES. 1F METRIC VALUES- ARE USED. ALL VALUES USED � FOR CONSTRUCTION SHALL BE 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 - I1VkTH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 90p erars (36.) :WITHOUT REDUCER 3.28 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329. PRESSURE MANHOLE SHAFT 914 stun t360? WITHOUT REDUCER 630 6#t3 mm t24'C MANHOLE FRAME ANI) :COYER 633 914. mat t36"l MANHOLE FRAME AND COYER 635 STEEL STEP Q RECORD DOCUMENT 636 POLYPROPYLENE PLASTIC.' STEP These Record 'Documents have been prepared based on infor ation provided by others. The Design Professi nal has not verified the accuracy and/or completeness of this information and shall not be responsi le for any errors or omissions w04ze hich may be incorporated ier A. RT. � (450 + BEDDING t7F �`.,. 1tW_ET PIPE A t W'!TH B . Ci(F I.L #5 7tG "S C-14 a - 03 v, C4NK�LIETE 4A COMPACT 5QlL TQ ` R A7 M 1 E t TY L E OL1>"3 i MtEOIXIR£D 6Y � SPEC RCP lFtCATi DN5 -� 1lNDESTkNRBEfl EARTH. SGA RL.A�L -.- OUTLET 5t%E STD. CA7GIi BASIN PLANS /-CATCH CASE 2. (SEE.. NOTES 9 8 101 ,,.s,Er 7p 5t )N5CASE : SADDLE CONNECTION e#,sIN FL4oIR -CbING. PIPE. RCP 8R CSP tfM�(M-LINE R LlkTI�R.IkL`/CpNiitEGTtJR PIPE ' ;"- t MAIN LINE RGF� $t:E NOTE MASE 1 -GTiON FI-BSEWING cook- EwcwsiptsrE►rr: If2 ADD Iy111i: Mo 5 r* 5EE TE f O GOMC; PPE QAGf(fiLL C Rep R Q C8R r 9E NOTE CASE ff SECTION G- A}Y#Et�GAN PUri�{C W{bRt�B A99QiCIA1'tt�N - SOUTHERN OAEJFt3RN#A CHAPTER Ptet�rsesttATEti wr'r mfc_.. STJ�1y0/tiiU �M -- IPE TO PIKE M WOOM JUNCTION STRUCTURE P qifw �� jD < 6t�0 mm ` 24�'N 332 ttteV. �tle�s iJ.4E YHTH ilTllttibAltD SPECFiGIG'i]Otis Ft?R P1i111�IC YYORKJ {rt?N.ST'EI;(�GTIOi1 SiiE PLAN SECTION G7 t Oc 3 GENERAL NOTE t. DIMENSIONS SHOWN ON T}ilS PLAN FOR #AET#xfsr AND ENGLISH UNITS .ARE. NOT EXACT EQUAL VALUES. IF METRIC VALVES ARE USED, ALL VALUES' USED FOR CONSTRUCTION SHALL BE METRIC VALUES. ti= EtrGL{ ati t.ItVITS ARE USED ALL VALUES LIBEL'S FOR eONSTRUGTifJfi! SHALL BE ENGLISH UNITS. ,NOTES 1 N GAS 2 -CASE A i3 E f. IF ANGLE A IS LESS THAN 45 OR 1t' D IS LARGER THA!! 600 rnn+ (24"}. THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. I A NOT EXCEED SN L Q TROFTHE#AIL TPIPE L T' T- D .DIA E E Z. HE Otl St E ME ONE-HALF THE INSIDE DIAMETER OF THE MAIN LI -FTE. I 3. THE INLET PIPE SHALL ENTER THE tilt/kfN LINE RADlAl.1.1t, IF 'TEFF INLET PIPE CANNOT ENTER RAi7tALLY, THEN ANOTHER STANDARD j STRUCTURE SHALL. 8£ SPECIFIED.. T OPENING INTO THE MAIN LINE SHALL BE THE THE SIZE . (} THE £ 4 E F OUTSIDE DIAMETER ()F THE INLET PIPE PLUS 30 mrn iE'} MINIMUM !, 'T'i? 7`5 mm (3*) MAXIMUM. ' i H LL 8E ENCASED IN CONCRETE 5. ,4L1 CONNECTOR PIPES F!]Fi CASE �^ 5 A IF `L1Jstt3 WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LI11tl Qlr CII AISiF1EE7: FILL WHICH HAS NOT BEEN 4}E _ IIV SURFACE 6. BURN {3R CHIP ENI? OF CONNECTOR PIPE FLUSH 'WITht NER SU OF MAIN LINE. RO[1IVC3 EDGE tet- CONCRETE PIPE OR RCP- ?. ALL TSP AND FITTINGS SHALL BE GA(_YANIZED. 8. S"TATIo`ilf SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE iNTERSECTi+rsN •ol" THE INSIDE WALL �QI= MAIN LINE AND TF#i: CENTER LINE oi= INLET PIP€, 9, CASE 2 SHALL AIQT' BE USED. TO CONNECT T4 THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE:WILL BE SUBJECT Ti<5 VEHICLE TRAFFIC. la. FOR CASE 2. tuC)T MORE. THAN 3.5 m t12'3 OF INLET PIPE SHALL 8E LOCATED i+1iiT1'{CN THE MJ4tM LiNE £XGA►VATEt? TRENCH. It. CONNECTIONS TO PIPES 525 mm E21.1 iDt� LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST !' BRANCHES SHALL BE MADE WiTH SADIlLES, E2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL'.: NOT EXCEED 4ME-HALF THE IMtSt!`3E DIAMETER Qt= THE MAIN LINE. 13. TRIM OR CUT SADDLE TO f tT SNUGLY OVER THE OUTSIDE OF THE MAIN L1►rE 5(} ITS AXIS' WILL BE ON THE: LINE AND GFEAi)£ QE THE CONNECTOR PIPE - 14, THE OPENING ChITb THE rip>i SHALL pI; C1J7 Ah#t� TRI:MMEL? Ttll .FET THE. SADDLE SO THAT NO PART WiLL.. PROJECT 1MITHIN: THE BORE OF THE - 874E3C3LE PIPE..'. 13 THE CONNECTOR PIPE SHALL. BE SUPPORTED AS .SHOWN IN GASES I AND 2, herein as a result Z•y•o SATE AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER- $"TANI7NRD19.AN MANHOLE, PIPE TO PIPE .MAIN LINE 320-1 ID=900 mm (36") 36" CSR LARGER �Et,(F 4 J(,Jpp(,J V Filename: M:\DWG\12903\16009\STORM DRAIN\DETAIL-3. ssRrCT 8. THE OUTSIDE DIAMETER OF THE LATERAL tsSlST BE LESS THAN OR EQUAL TO 112 THE INSIDE .DIAMETER'' OF THE MAIN LINE.. IF THE UPSTREAM AND DOWNSTREAM DIAIYiETERS OF THEMANHOLE ARE NOT THE -SAME. THE GOVERNING IMSiDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT .WHERE THE EXTENDER .CENTER LEtr£ OF THE LATERAL ENTERS THE MANHOLE.. C. IN NO INSTANCE' SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER. THAN 750 rturt (30`). !3. MANN --OLE FRAMENr L AND COVER SH -.ALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN,. 14. MANHOLE SHAFT SHALL_ CQNFORIA TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A 'MANHOLE SHAFT - JOO mm f36`I 1NtTHpWT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER (5 SPECIFIED -REFER TO :STANDARD FLAN 326, !?, WHERE A PRESSURE MANHOLE .SHAFT - 914 I1N11 t36"? WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329.. IB'. DlMENSiONS SHOWN ON ?HIS PLAN FOR METRIC AND ENGLISH UNITS ARE HOT EXACT EQUAL VALUES. 1F METRIC VALUES- ARE USED. ALL VALUES USED � FOR CONSTRUCTION SHALL BE 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 - I1VkTH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 90p erars (36.) :WITHOUT REDUCER 3.28 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329. PRESSURE MANHOLE SHAFT 914 stun t360? WITHOUT REDUCER 630 6#t3 mm t24'C MANHOLE FRAME ANI) :COYER 633 914. mat t36"l MANHOLE FRAME AND COYER 635 STEEL STEP Q RECORD DOCUMENT 636 POLYPROPYLENE PLASTIC.' STEP These Record 'Documents have been prepared based on infor ation provided by others. The Design Professi nal has not verified the accuracy and/or completeness of this information and shall not be responsi le for any errors or omissions w04ze hich may be incorporated ier A. RT. � (450 + BEDDING t7F �`.,. 1tW_ET PIPE A t W'!TH B . Ci(F I.L #5 7tG "S C-14 a - 03 v, C4NK�LIETE 4A COMPACT 5QlL TQ ` R A7 M 1 E t TY L E OL1>"3 i MtEOIXIR£D 6Y � SPEC RCP lFtCATi DN5 -� 1lNDESTkNRBEfl EARTH. SGA RL.A�L -.- OUTLET 5t%E STD. CA7GIi BASIN PLANS /-CATCH CASE 2. (SEE.. NOTES 9 8 101 ,,.s,Er 7p 5t )N5CASE : SADDLE CONNECTION e#,sIN FL4oIR -CbING. PIPE. RCP 8R CSP tfM�(M-LINE R LlkTI�R.IkL`/CpNiitEGTtJR PIPE ' ;"- t MAIN LINE RGF� $t:E NOTE MASE 1 -GTiON FI-BSEWING cook- EwcwsiptsrE►rr: If2 ADD Iy111i: Mo 5 r* 5EE TE f O GOMC; PPE QAGf(fiLL C Rep R Q C8R r 9E NOTE CASE ff SECTION G- A}Y#Et�GAN PUri�{C W{bRt�B A99QiCIA1'tt�N - SOUTHERN OAEJFt3RN#A CHAPTER Ptet�rsesttATEti wr'r mfc_.. STJ�1y0/tiiU �M -- IPE TO PIKE M WOOM JUNCTION STRUCTURE P qifw �� jD < 6t�0 mm ` 24�'N 332 ttteV. �tle�s iJ.4E YHTH ilTllttibAltD SPECFiGIG'i]Otis Ft?R P1i111�IC YYORKJ {rt?N.ST'EI;(�GTIOi1 SiiE PLAN SECTION G7 t Oc 3 GENERAL NOTE t. DIMENSIONS SHOWN ON T}ilS PLAN FOR #AET#xfsr AND ENGLISH UNITS .ARE. NOT EXACT EQUAL VALUES. IF METRIC VALVES ARE USED, ALL VALUES' USED FOR CONSTRUCTION SHALL BE METRIC VALUES. ti= EtrGL{ ati t.ItVITS ARE USED ALL VALUES LIBEL'S FOR eONSTRUGTifJfi! SHALL BE ENGLISH UNITS. ,NOTES 1 N GAS 2 -CASE A i3 E f. IF ANGLE A IS LESS THAN 45 OR 1t' D IS LARGER THA!! 600 rnn+ (24"}. THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. I A NOT EXCEED SN L Q TROFTHE#AIL TPIPE L T' T- D .DIA E E Z. HE Otl St E ME ONE-HALF THE INSIDE DIAMETER OF THE MAIN LI -FTE. I 3. THE INLET PIPE SHALL ENTER THE tilt/kfN LINE RADlAl.1.1t, IF 'TEFF INLET PIPE CANNOT ENTER RAi7tALLY, THEN ANOTHER STANDARD j STRUCTURE SHALL. 8£ SPECIFIED.. T OPENING INTO THE MAIN LINE SHALL BE THE THE SIZE . (} THE £ 4 E F OUTSIDE DIAMETER ()F THE INLET PIPE PLUS 30 mrn iE'} MINIMUM !, 'T'i? 7`5 mm (3*) MAXIMUM. ' i H LL 8E ENCASED IN CONCRETE 5. ,4L1 CONNECTOR PIPES F!]Fi CASE �^ 5 A IF `L1Jstt3 WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LI11tl Qlr CII AISiF1EE7: FILL WHICH HAS NOT BEEN 4}E _ IIV SURFACE 6. BURN {3R CHIP ENI? OF CONNECTOR PIPE FLUSH 'WITht NER SU OF MAIN LINE. RO[1IVC3 EDGE tet- CONCRETE PIPE OR RCP- ?. ALL TSP AND FITTINGS SHALL BE GA(_YANIZED. 8. S"TATIo`ilf SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE iNTERSECTi+rsN •ol" THE INSIDE WALL �QI= MAIN LINE AND TF#i: CENTER LINE oi= INLET PIP€, 9, CASE 2 SHALL AIQT' BE USED. TO CONNECT T4 THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE:WILL BE SUBJECT Ti<5 VEHICLE TRAFFIC. la. FOR CASE 2. tuC)T MORE. THAN 3.5 m t12'3 OF INLET PIPE SHALL 8E LOCATED i+1iiT1'{CN THE MJ4tM LiNE £XGA►VATEt? TRENCH. It. CONNECTIONS TO PIPES 525 mm E21.1 iDt� LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST !' BRANCHES SHALL BE MADE WiTH SADIlLES, E2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL'.: NOT EXCEED 4ME-HALF THE IMtSt!`3E DIAMETER Qt= THE MAIN LINE. 13. TRIM OR CUT SADDLE TO f tT SNUGLY OVER THE OUTSIDE OF THE MAIN L1►rE 5(} ITS AXIS' WILL BE ON THE: LINE AND GFEAi)£ QE THE CONNECTOR PIPE - 14, THE OPENING ChITb THE rip>i SHALL pI; C1J7 Ah#t� TRI:MMEL? Ttll .FET THE. SADDLE SO THAT NO PART WiLL.. PROJECT 1MITHIN: THE BORE OF THE - 874E3C3LE PIPE..'. 13 THE CONNECTOR PIPE SHALL. BE SUPPORTED AS .SHOWN IN GASES I AND 2, herein as a result Z•y•o SATE AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER- $"TANI7NRD19.AN MANHOLE, PIPE TO PIPE .MAIN LINE 320-1 ID=900 mm (36") 36" CSR LARGER �Et,(F 4 J(,Jpp(,J V Filename: M:\DWG\12903\16009\STORM DRAIN\DETAIL-3. ssRrCT CASE 2. (SEE.. NOTES 9 8 101 ,,.s,Er 7p 5t )N5CASE : SADDLE CONNECTION e#,sIN FL4oIR -CbING. PIPE. RCP 8R CSP tfM�(M-LINE R LlkTI�R.IkL`/CpNiitEGTtJR PIPE ' ;"- t MAIN LINE RGF� $t:E NOTE MASE 1 -GTiON FI-BSEWING cook- EwcwsiptsrE►rr: If2 ADD Iy111i: Mo 5 r* 5EE TE f O GOMC; PPE QAGf(fiLL C Rep R Q C8R r 9E NOTE CASE ff SECTION G- A}Y#Et�GAN PUri�{C W{bRt�B A99QiCIA1'tt�N - SOUTHERN OAEJFt3RN#A CHAPTER Ptet�rsesttATEti wr'r mfc_.. STJ�1y0/tiiU �M -- IPE TO PIKE M WOOM JUNCTION STRUCTURE P qifw �� jD < 6t�0 mm ` 24�'N 332 ttteV. �tle�s iJ.4E YHTH ilTllttibAltD SPECFiGIG'i]Otis Ft?R P1i111�IC YYORKJ {rt?N.ST'EI;(�GTIOi1 SiiE PLAN SECTION G7 t Oc 3 GENERAL NOTE t. DIMENSIONS SHOWN ON T}ilS PLAN FOR #AET#xfsr AND ENGLISH UNITS .ARE. NOT EXACT EQUAL VALUES. IF METRIC VALVES ARE USED, ALL VALUES' USED FOR CONSTRUCTION SHALL BE METRIC VALUES. ti= EtrGL{ ati t.ItVITS ARE USED ALL VALUES LIBEL'S FOR eONSTRUGTifJfi! SHALL BE ENGLISH UNITS. ,NOTES 1 N GAS 2 -CASE A i3 E f. IF ANGLE A IS LESS THAN 45 OR 1t' D IS LARGER THA!! 600 rnn+ (24"}. THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. I A NOT EXCEED SN L Q TROFTHE#AIL TPIPE L T' T- D .DIA E E Z. HE Otl St E ME ONE-HALF THE INSIDE DIAMETER OF THE MAIN LI -FTE. I 3. THE INLET PIPE SHALL ENTER THE tilt/kfN LINE RADlAl.1.1t, IF 'TEFF INLET PIPE CANNOT ENTER RAi7tALLY, THEN ANOTHER STANDARD j STRUCTURE SHALL. 8£ SPECIFIED.. T OPENING INTO THE MAIN LINE SHALL BE THE THE SIZE . (} THE £ 4 E F OUTSIDE DIAMETER ()F THE INLET PIPE PLUS 30 mrn iE'} MINIMUM !, 'T'i? 7`5 mm (3*) MAXIMUM. ' i H LL 8E ENCASED IN CONCRETE 5. ,4L1 CONNECTOR PIPES F!]Fi CASE �^ 5 A IF `L1Jstt3 WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LI11tl Qlr CII AISiF1EE7: FILL WHICH HAS NOT BEEN 4}E _ IIV SURFACE 6. BURN {3R CHIP ENI? OF CONNECTOR PIPE FLUSH 'WITht NER SU OF MAIN LINE. RO[1IVC3 EDGE tet- CONCRETE PIPE OR RCP- ?. ALL TSP AND FITTINGS SHALL BE GA(_YANIZED. 8. S"TATIo`ilf SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE iNTERSECTi+rsN •ol" THE INSIDE WALL �QI= MAIN LINE AND TF#i: CENTER LINE oi= INLET PIP€, 9, CASE 2 SHALL AIQT' BE USED. TO CONNECT T4 THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE:WILL BE SUBJECT Ti<5 VEHICLE TRAFFIC. la. FOR CASE 2. tuC)T MORE. THAN 3.5 m t12'3 OF INLET PIPE SHALL 8E LOCATED i+1iiT1'{CN THE MJ4tM LiNE £XGA►VATEt? TRENCH. It. CONNECTIONS TO PIPES 525 mm E21.1 iDt� LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST !' BRANCHES SHALL BE MADE WiTH SADIlLES, E2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL'.: NOT EXCEED 4ME-HALF THE IMtSt!`3E DIAMETER Qt= THE MAIN LINE. 13. TRIM OR CUT SADDLE TO f tT SNUGLY OVER THE OUTSIDE OF THE MAIN L1►rE 5(} ITS AXIS' WILL BE ON THE: LINE AND GFEAi)£ QE THE CONNECTOR PIPE - 14, THE OPENING ChITb THE rip>i SHALL pI; C1J7 Ah#t� TRI:MMEL? Ttll .FET THE. SADDLE SO THAT NO PART WiLL.. PROJECT 1MITHIN: THE BORE OF THE - 874E3C3LE PIPE..'. 13 THE CONNECTOR PIPE SHALL. BE SUPPORTED AS .SHOWN IN GASES I AND 2, herein as a result Z•y•o SATE AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER- $"TANI7NRD19.AN MANHOLE, PIPE TO PIPE .MAIN LINE 320-1 ID=900 mm (36") 36" CSR LARGER �Et,(F 4 J(,Jpp(,J V Filename: M:\DWG\12903\16009\STORM DRAIN\DETAIL-3. ssRrCT RGF� $t:E NOTE MASE 1 -GTiON FI-BSEWING cook- EwcwsiptsrE►rr: If2 ADD Iy111i: Mo 5 r* 5EE TE f O GOMC; PPE QAGf(fiLL C Rep R Q C8R r 9E NOTE CASE ff SECTION G- A}Y#Et�GAN PUri�{C W{bRt�B A99QiCIA1'tt�N - SOUTHERN OAEJFt3RN#A CHAPTER Ptet�rsesttATEti wr'r mfc_.. STJ�1y0/tiiU �M -- IPE TO PIKE M WOOM JUNCTION STRUCTURE P qifw �� jD < 6t�0 mm ` 24�'N 332 ttteV. �tle�s iJ.4E YHTH ilTllttibAltD SPECFiGIG'i]Otis Ft?R P1i111�IC YYORKJ {rt?N.ST'EI;(�GTIOi1 SiiE PLAN SECTION G7 t Oc 3 GENERAL NOTE t. DIMENSIONS SHOWN ON T}ilS PLAN FOR #AET#xfsr AND ENGLISH UNITS .ARE. NOT EXACT EQUAL VALUES. IF METRIC VALVES ARE USED, ALL VALUES' USED FOR CONSTRUCTION SHALL BE METRIC VALUES. ti= EtrGL{ ati t.ItVITS ARE USED ALL VALUES LIBEL'S FOR eONSTRUGTifJfi! SHALL BE ENGLISH UNITS. ,NOTES 1 N GAS 2 -CASE A i3 E f. IF ANGLE A IS LESS THAN 45 OR 1t' D IS LARGER THA!! 600 rnn+ (24"}. THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. I A NOT EXCEED SN L Q TROFTHE#AIL TPIPE L T' T- D .DIA E E Z. HE Otl St E ME ONE-HALF THE INSIDE DIAMETER OF THE MAIN LI -FTE. I 3. THE INLET PIPE SHALL ENTER THE tilt/kfN LINE RADlAl.1.1t, IF 'TEFF INLET PIPE CANNOT ENTER RAi7tALLY, THEN ANOTHER STANDARD j STRUCTURE SHALL. 8£ SPECIFIED.. T OPENING INTO THE MAIN LINE SHALL BE THE THE SIZE . (} THE £ 4 E F OUTSIDE DIAMETER ()F THE INLET PIPE PLUS 30 mrn iE'} MINIMUM !, 'T'i? 7`5 mm (3*) MAXIMUM. ' i H LL 8E ENCASED IN CONCRETE 5. ,4L1 CONNECTOR PIPES F!]Fi CASE �^ 5 A IF `L1Jstt3 WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LI11tl Qlr CII AISiF1EE7: FILL WHICH HAS NOT BEEN 4}E _ IIV SURFACE 6. BURN {3R CHIP ENI? OF CONNECTOR PIPE FLUSH 'WITht NER SU OF MAIN LINE. RO[1IVC3 EDGE tet- CONCRETE PIPE OR RCP- ?. ALL TSP AND FITTINGS SHALL BE GA(_YANIZED. 8. S"TATIo`ilf SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE iNTERSECTi+rsN •ol" THE INSIDE WALL �QI= MAIN LINE AND TF#i: CENTER LINE oi= INLET PIP€, 9, CASE 2 SHALL AIQT' BE USED. TO CONNECT T4 THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE:WILL BE SUBJECT Ti<5 VEHICLE TRAFFIC. la. FOR CASE 2. tuC)T MORE. THAN 3.5 m t12'3 OF INLET PIPE SHALL 8E LOCATED i+1iiT1'{CN THE MJ4tM LiNE £XGA►VATEt? TRENCH. It. CONNECTIONS TO PIPES 525 mm E21.1 iDt� LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST !' BRANCHES SHALL BE MADE WiTH SADIlLES, E2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL'.: NOT EXCEED 4ME-HALF THE IMtSt!`3E DIAMETER Qt= THE MAIN LINE. 13. TRIM OR CUT SADDLE TO f tT SNUGLY OVER THE OUTSIDE OF THE MAIN L1►rE 5(} ITS AXIS' WILL BE ON THE: LINE AND GFEAi)£ QE THE CONNECTOR PIPE - 14, THE OPENING ChITb THE rip>i SHALL pI; C1J7 Ah#t� TRI:MMEL? Ttll .FET THE. SADDLE SO THAT NO PART WiLL.. PROJECT 1MITHIN: THE BORE OF THE - 874E3C3LE PIPE..'. 13 THE CONNECTOR PIPE SHALL. BE SUPPORTED AS .SHOWN IN GASES I AND 2, herein as a result Z•y•o SATE AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER- $"TANI7NRD19.AN MANHOLE, PIPE TO PIPE .MAIN LINE 320-1 ID=900 mm (36") 36" CSR LARGER �Et,(F 4 J(,Jpp(,J V Filename: M:\DWG\12903\16009\STORM DRAIN\DETAIL-3. ssRrCT