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1 43-2424 STEEL PARKWAY CB -2-424 TOP SECTION -- - - - I ICRETE SURFAces &,IAL�_ a,r FoggEm_ By RV Fe ,_
OR TRAFFIC SOLID COVER OR EXTENSION OR TRAFFIC SVJO COVER OR EXTENSM NO, 1212 CAST ]RON --- - I L ALI. CMVED CON - cu ED ams. AtO SHALL NOT ASE -
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WT ft TRAFRC -- I L 1 2 - ONE GRATII IS REOwAto ut,lLESG
WK 105 be, TRAFFIC I � "I - AVA�JJL�AS A� I I/ AVAILABLE Wff N INT7_29-w— FLOWLINE- W-A-Tt'PLE 'SRATESS --,--, i OTHERWiSE SHOWN ON -t4E PROJECT PLA&S. -
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SM -2424P STEEL __'____ k ," ""-",--,,,,�,�--��-�---�-,��-,,-';-,� 1'-�, 1 �_ I �1, � �','�,� 1, I REOwREUENTS oF w,TE 3. allT SHALL NOT BE Lf_rSS THAN 750 mwuf2�5�1
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TRAFlqC GRATE �,,� -, _. - -------L GRATIK. STEPS SNALL BE BE SPACED 300 mm(12') APART� THE Mc S' -P ShALL ISE 175 ft.
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CB -2424 BOTTOM SECTION - I � --------------- ------40w:w;EOT� irpnn OR 17" SeLOW THE TOP OF TWE G-RATIWC AbZ 11PROJECT 65 maK2 IIV). AL,,L 0 ER STZ- S Ai i
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1 M24 WS 1 W 1 4 M_ - j P4041 1 1 1 1 2 A �: I � es N 0, 11211 2 - SOLIT'dMkN CALIFORNIA C14APTER � -
,J_W/MlLj±��j I � " I AWAMA&AAAWAS to _.- '', - - -1 - - STAhZAP = ,�� THERN CALUFORNIA CHAPTSZ
1 : I (My 1,4r" x 1 4" . 36" x W" CATCH SASIN AwAftlmnraftw � pKluffA-CATED w rrfu- - Z P -AN ---- STAN4kRO PLAN
'WITH FRAME 0MY I 'i zmam I 61" I M7 1 wl I VATH 6"VIALLS AO )-�'r-,�jC�z,/C'7-s woms P203um mc. I A.,-- cwcouszrANDAROS wc, GRATING CATCH BASIN -ALLEY V40130-1 -1 � 11 _�l men'litc
_.Z , ( 0) , I iwmaa00xlx&u-,7e-_ -
tw_v".;;F�Mt� i � (2)14'x 14" _0� I RATING C-ATCWBASIN-ALLEY
5 I I A ft: -
11 VATH OR WiTHOUT FRAME 01- 11-96 I I'll am I I - � 1 cr-1,10218 -A 1 IU4 (LONGMIDIAL) 304-,> 1 �' 304 - "
Iz re -EV %Wa — � � ___ __ -1 , 2 I
,I * WITH FRAME CMILY i i;7,3.14 I t& USEI T spacwICATtows fog pual-m womcs - - -1 01� - I (LONGIMMAL-1 ISHEET 12 of 2
- =7H OR Mff'rHOM MAME I l__. 0 " 9 0 — _-, cwmymjc� 1�_,�T -
- , __ - - - -
I ==t:22-40-06 - ___
I---,--- _______________, - "'',-�,�----,�"---"-�,-,�"--�--,----- '_ '', 'I'll' - - - ____ - � - -,-- --- _____ ,--- - ---,---,-----,, __ --- ___ - - -- - - - ___,�
- I
I -1 11 I I 1� __________j I I _______l I NOTES
- 01 /�,- OPTIONAL OUTSID _____-l_ I,--- ---I--,- _ __-_____l l____________-___, -l_____ __ " � - NE ROP OR 4 ' a
r F -V-- I --- t MAW LH 1. THiS 'UNCTION STRUCTURE SHALL 5E USED WHEN THE CUTStOE DiAMETER
,-EDGES TO BE 11 \ EDGE OF 0 1 1 REIWOR= MONOL!Tfli I ic OF THIE I ATERAL IS CREATER THAN 1/2 THE INSIDE DIAMETER 0 OF THf I
-,
I - I- '-'-I — U- -_ - ARCH. SEE NOTE 2 i " -
I I I / ROUNVED TO / \1 I I i i I MAiNl LIWE� OR WXEN THE INSIDE DIAMETER 8 OF THE LATERAL I$ GREATER I
u BAR$ � wl / 75 owl 431 R 11 I \ I I I SEE NIOTE I I THAN 600 mm (241. 6 SNALL NOT EXCEED .75 D OR 975 mm (39'). i
I I I I / I I I NOTES I ,Q .14 N - - I E I I
I 75 adw f39 oc�_ -q- , . I I S. THE OUTSIDE DIAMETER OF THE LATERAL WJST BE LESS THAN OR I I 1 2� IF THE MAIN Ll�IE IS A REINFORCED MONOLiTPIC ARCH STORM DRAik
1 I/ �!�, � I 1* WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS i I
I IA I r T —ASLE OF i i AILUES FOR F I I
i IOWoW TIE BAR �_ Ralf) OF SPUR 1060 mm (3'-6*) FOR UN- EQUAL TO 1/2 THE INSIDE DimETER OF THE MAIN LINE� IF THE I I cl I i 0 SHAI-L REFER TO THE CLEAR SPAN OF THE ARCH. RZINFORCiNG STEEL
,; ct ic TFAN 867 rm (21-10 1/2-1 FOR PAVED STREETS OR
- � 0 1 �
�� I 11 goo ma (36*1 .165 mm is 1,121) NHOLE ARE NOT I �l �
1
14-200(163� E SARS At � 975 m c3r) � I 1,12 M-1711 1 MONOLITHIC SHAFT PER SECTION C -C AND UPSTREAM AND DOWNSTREAM DIAWTERS OF THE MAI I I \� SHALL Be CUT AND SENT INTO THE JUNCTION STRUCTURE IN THE $AM,r; i
975 mn 0`39 LONG. � -4 I ----_ --i THE SAIME� THE GOVERNING INSIDE DiAMETER OF THE MAIN LhN'-E 9 I � I
I I I PAVED STREETS� CONSTRUCT M r I MANNER AS FOR A PiPZ. A CONCRETE CRADLE IS NOT REQUIRED FOR A I -
I SEE marE 2 1 1 - � I UAN5 H I 1212 �mm lirl- I 0 am t7 1:/21) I DETAIL 'N-� SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED SHALL BE I -- � REINFORDED ,WNOLITNIC ARCH. �
i � I Will wo . PER SECTION C -C. WHEN DIAWETER 01 iS i2OO mm (481 OR LFSS� CENTER CONSIDERED TO aE T14AT WHERE THE EXTENDED CENTER I
D OARS 1 AR 40 I ma an w.w- fl a. , 11 I 11
, —1 _,�_, _zr�__ (34-013 LORG 1125 mm 1,481 10 A" i? 3/411 LINE OF THE LATERAL ENTERS THE MANHOLE� 0
I 1 f /4 so & 11
75 mm M,) CC, '1� - I � 200 an (48-1 A �afc,�%� I OF S14AFT MAY BE LOCATED PER NOTE 1 � I -1 . , I / �L LATERAL/ I 3� STATiONS SHOWN ON THE PROJECT DRAWINSS FOR LATERALS APPLY AT THE
- i — 9;_Mm4v��._ 4 C. IN NO 'INSTANCE SHALL THE INSIDE DIAMETER OF THE LATIEP 4 of � . lEcvylR FlipE I
SEE NorE a— � 3-iSW0) i SARS 1.4 M (4-01 1 ills: am --isr) 2is an to 1/21) xf-M, TO I Cami It
I I
� 1,41-81) LONG 75 WNA31) oc 1 2� CENTER OF MANHOLE S-4AFT SHALL BE LOCATED OVER CV4TER LINE OF I I 1: 'I I INTERS,ECTION OF CENTER LINES OF MAIN LI%""E AND LATERAL. STATIONS
� 4') J15io - -3 (2 THE MANhOLE BE GREATER THAN 750 mm (30#), i�
� CONT.AWL. BARS 150 mm 11 135-Orm, 15 L�,_._ � I I I I / ,/ / � I " C AW1146S FOR CATCH BASIN CONNECTOR PIPIES
�_ 14215 an t 601) 21A-- A_I9,j/rI � . - I ! I I APPLY AT THE INTERSECTION OF THE INSiDE WALL OF THE MAIN LINE WvTm
I OF KAMOLE IAN LAN ;-) F-3 �l
- , SF (RINGS A10 COVER NOT SHOWN) ------- I— I i -1 F - - I THE CONNECTOR PI -PE CENTER LINE.
IS') OC TO INSIM ED M- — i 4
E -J, 1500 on- _*� I
I DETAIL "N" zu --mm 19 1/4, I I STORM DRAIN WHEN DIAMETER Di IS 1200 am (48-1 OR LESS� IN WHIC14 CASE - I I �l Ir
_E NOTE 2 _r PLAiCE E BARS SYMMETRiCALLY AROUND SIHAFT AT 45* WITH CZENTER LINE 1 13. MANHOLE FRAME AND COVER SHALL CONFORM TO ST DARD M 630 I I N ", //
I 1-575 mm (631, 225 fm (40') - I I UWLESS OTHERWISE SHOWN. I
pi , (Sim NOTE 1) � 650 mm 196') 26-0 m, 110 1/4n ", 0 OMIT J BARS. I I r> BARS I
LAN I w RO-UND I i5m 0 Ito ft=
i '91) ZY5 _ M 440 3/411, �, 0 1 1 HALL BE SHOWN ON THE PIROjECT ORAWINGS.
-
1725 nm (s M - �__ I 1 4� VALUZS FOR A, 8, C AND 0 S,
I %'SHAF� NOT SHOWN) - OTHERWISE SHOW% 14, MANNOIE SHAFT SHALL CONFORM T STANDAMD PLAN 324 UNLESS 14- :2 0 - 0 It ELEVATION R A.140 ELEVATiON S SHALL BE SHOWN ONLY IM40N REOUIRED PER
I ------- _J ADO mm 472.) 280 ran fill) 3� L AIND P SPALL HAVE THE FOLLOWING VALUES UNLESS I 10 I E0a I � . (44 6 6w) 0C
- - I TO n mm i I
I I OTHER'ifISE SHOWN. = za -1 I tx� I \ , ZOTE 5'.
1 1950 fm flos') 13_02 -m -m 111_1/4-1 ON T4E PROJECT DRA:WINGAS, 'i o V n v - zf p-1 R f i f
i 000 rmmm 184') 0 mm 02 f/21) 1 I I 1 i ,g 1 iou 6 450 a =-
MANHOLE FRARE rm it I 4) I k Dglt2400 mm 1961) OR LESS� Lz',7 m 15' -WL P=150 Mq (51 15. WHERE A MANHOLE SHAFT - 900 mfr 136-i WITHOUT �_E I t� 2 = = I I I (4S OR ,a4 0 le", I I I
I 12260 mm (sol 3-3-11 - - I IREDUC R 11S SPECIF�ED W 6 0 ' 5, c� ELEVATiONS R ANID S NEED NO- BE SHOWN ON THE PROJECT ORAW-UGS
S'PREET AND COVER PER I I 6� Dt OVER 2400 mm 1960L LuLS rn (W-01, Pz210 JT0 (S-) I REFER 10 STANDARD PLAN 326, 1 �et �� I CC TtE BARS I I I
I G R A=ME 0 v,m i964'L_Uj_MM_R_4'I � s _ i i � IF I
____ L I L MX't BE INCREASED OR LOCATION OF MANHOLE S-14IFTED "I'O MET PIPE 11 1 *4 01 <,/ TliE'INILET PIPE tS TO ENTI I
i ,/' STO� PLAN S50 12550 mm (1021 396 -mm (15 1/21) � = w w �0 W� i I --- �� ---V'ANO F aARS I I ER THE MAA IN 1 INE RADiALLY� I
i 610 mm (241 � I A2Lm"__fj_6_jl_ I ENDS. W -EN L GREATER THAN THAT S-HOWN A-BOVE IS SPECTFiED� D SARS I 1 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRICAREDUCER -S I 0 & a ,I I I i b. EI-EVATION R fi'HALL BE SHOWN ON THE PRO�iCT DRAWINGS ONLY IF A 3
1 � t> R, ) i � 1 5 m m � I
I - z 1 12850 mm (1144) _20 mm (16 I/r) I I SHALL BE CONTINUED 150 an IS-) OC� I SPECIFIED REFER TO STANOARO PLAN 328, 1 i I " (05 0 SIX 0C. L I S TUS IS TO BE PROVIOE3 IN THE MAIN LINE FOR FUTURE CONNECTIOIN I
i MAWWLE SHAFT ,- 125 am ;c 50 mm 1" , � I I I N I
I =1 b a /-PIPE SEAT LEVEL, 13000 M. (1201) 430 mm 11711 I � / SEE NOTE a I OF AN ft-F,T PtPE.
I PER Sm 1 15IX21) k-1 I I
_w - - � � 'OWN ON' THE PROJECT DRAWINhaS IF AN I-M,ET
t SEE mollt a I _ 17. W14ERE A PRESSURE MANHOLE SHAFT - 914 im (361 WITHOUT REDUCER IS � I \ ic. ELEVATION S SHALL BE Sin
I/ PIPE SEAT 21- I ;11 / I L33419 wit -611 1430 - D71 1 4� Slj"ATiONS OF MAM40LES SIHOWN ON PROJECT DRAWINGS APPLY AT CENTER I � $_ I I I
i 13300 nam (1132111445 mm (17 I I I I - I 8 I A. POIWT I PiPiE iS TO F-14TER THE MAIN, LINE OTHER THAN RADIALLY. iNLET PIPE
I '001 i i I I
!, Soo m (3--o') I - iw 8*31 445 me ft? IV; , I LINE OF ShAFT� ELEVATION$ ARE SHOWN AT CENTER LINE OF SHAFT AND I SPECIFIEO REFER TO STANDARD PLAN 329, - L , -
� I .1 COWkECTOR I SHALL BE LAID ON A STRAIGHT GRADe FROU ELEVATtO-N S TO THE
i I � I E SARS u U�� -.1 I i C6 13450 mv (13 I I PTE- TABLE OF I I
-
� � j if W -1 ��IM",_LI14_:'I-J.'�-5-MLIIJ���' � Lo - _N� I SEE NO -E 3 12
i I I I ,REFEP TO THE PROI INGED INVERT GRADE LINES. I I
� - '? -TIE SARS � I 18. DIMENSIONS SHOWN ON THIS PLAN FOR WETPIC AND ENGLISH UNITS ARE NOT I 80 W., VALUES FOR T I i CATC-ii BASIN OR GRADE BREAK IN LINE. I
- ;. I a, I
L'I Q,, / I I -
i - � 2 .1 " 9 11 ,I I - 'EmENT SHALL COWORM TO AST A 6!tM, GRADE 500 (ASTM A 615� 1 EXACT EOUAL VALUES. IF fETRIC VALUES ARE USED� ALL VALUES USED p-�------,; ,,� I —is-lum I
I , - - I W 1 5� REINFORf I m — �____ ___
- -_
STEP -S-1 I - 5 I I I -,-- �_ - \ - I i 6. THE HVLETI PIPE SHALL ENTER 714E MARNI LINE RAOT'Al-LY UNLESS OTHERWISE I
- � I OF CONCRETE SUR- FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR I i I i
, I j
-
I � , (3.) R i III I GRAOE 401, Amful SHALL TERMINATE 40 mm (I 1/21 CLEAR I STA. PGiW'r "N.101CATED'. THE INLET PIPE MAY ENTER THE MAIN L!NE OTHER T114AN
I & I I SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOP METRIC BAR SIZCS� - \ , T
I � TIE BAR __� I , "I t a I M 0 S�ARSJ 6 1 FACES UNLESS OT14ERWISE SHOWN. I I IF ENGLISH UNiTS ARE usED, A Is I '
,, / � I I I I � I RADIALLY IF ANGLIE A IS GREATER THAN 450� 8 1S, LESS TkAN OR ECUAL TO
�
I- . I - i BARS � P� mo - - _LL VALUES USED FOR CONSTRUCTION SHALL �
!25 mm 4511--- F - _� I p I I LATERAL i
i 1 . %,, , .
11 i 2'-4*) -4*) - I -rS BAE EIR OF TIKE 1NIET PEPE iS LESS THAN I
I I , -1, E BE ENGLISH UNITS, I SEE NOTE S Z�00 = (1211 600 :%w (24'! ANC "HE OU 'DE DIAB T"
,I Ruluto EDGES R� I i 6� FLOOR OF MANNIOLE SHALL BE STEEL TROWELED TO SPRING LINE, I 150 am i6ll
f 1", xz I I I I a � -
: - - I - I �_ 14 I THE FOL11 OWINP4 STANDARD PLANS ARE INCORPORATED HEREIN: 1 PLAN '675 rnm U6*1 MO mm (611 .; INERWISE. STANDARD PLAN' 340 SAALL BE USED.
T J R - __ I Elz � BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOiJS OPERATION ,
10 Ts fftm (31 - I SPRING LINE I 0, 0 1
. - INLET \ _____ ,I I ____ -_ TASLf OV VAL'. Fol t Es WOTF I I ' 1 460 am fiel 1,60 am (5 -1 7. NO MORE THAN ONE OPERINC,- SHALL BE MADE IN ANY OIkE SECTION OF PIPE� i
115M(941 0 450 an I ZY - PAVED STRECT I UNPAVED STREET I 1 324 MANHOLE: SHAFT - WITH ECCENTRIC REDUCER 11
� ' � SECTION r- j ____ -- EXCEPT THAT A CONSTRUCTION JOINT WITH A LONSITUDINAL KEYWAY MAY
OW) 0c sovl � I ----- 11 7-7-- ELEVATION u-' GRADVE P jfi'TS� ,,, I gx i mm T MAX I ' -_ Oft -_ -i 1 3 ; Z25 = (2m it ISO vra (61) I
WAYS TO BE USED 11 - I I- - �!�_ __ __ '12-41- - � 1060 r" 131-61) I 1 26 MAN40LE SHAFT - 900 mm (36- WITHOUT REDUCER t24 -7f' iZ_0'w,m (s, 1/2*3 a. THE OPENING FOR ',rwg-:' BREAKOUT $HAL -"I BE RECTAN�GUILAR AKO CUT NORMAL
m4sm%isjsoo�m il", , THIS POiNT i I IT I,-,--,. ,--,---- _ --- (,a3 OR a4 0 16-1-1 4 _E(21*11! f4e watt ('s t/211 I
APPLIES AT SIEZ 4 ____ I i - . � 4867 nn -(21-1-0 I - SIE PLACED AT SPRINIS LINE- I 328 PRESSURE MANHOLE SHAFT - W' SPUR ----\ /--IOU 'O 450 mgm - 6 *6 A ^
, C -C '2 (8=�- i . ITH ECCENTRIC 11 T" T14IE P'tP-E SURF -"-F, W47'HOUT DAMAGING rH-E REtNFORCINZ STEEL THE
I _MU�����_Ls�Li_ito_ _"l I - & THICKNESS OF T14E DECK SHALL VARY WHEN NECESSARY TO PROVIDE A 529 PRESSURE MAN40LE SHAFT 914 im (36') WITHOUT REOUCEP OC TIE eAR 1 760 am Mo ma (slq I 11 TRwAKSVERSE REINFORCF,�-NT Of THE MAIN LINE SHALL BE CUT AT THE
, (60*) OR OVER----, SECTION B -B 1 I I I i / 6 84" 1!�m 0 150 awa I �g .. —4
� � I I CEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F 1 630 610 min (24') MANHOLE FRAME AND COVER M&CORCING STEEL / ',&4 0 &I CC �_t t7c am is C --N- TER OF rriE OPENIINIG AND SENT INTO THE TOP AND BOTTOM SLABS OF
i SECTION A -A I I SHOWN ON TABLE SM. 2� 633 914 mm (361 MANHOLE FRAME AND COVER SOO.-= 0,21 - mia fa 4K14 Ir UR.
I I I L_ // � , _------I � 80 X� t7ll I I I HE SP
1 s5) FOR i 635 STEEI STEP ko --tal) I -
I CONCREll RINC-S - 5 S� -0 BARS SHALL BE 15MC*4) FOR 02=975 riTM349) OR LESS� 159*11 . - & 1-- - -1 S. THE MAIN LINE SHALL 5E REINFORCZ0 WITH A CONCIIETE CRAOLE ANO
PER STD, I STRFET GRAM 1 6:56 POL�PROPYLENE PLASTIC STEP _2�1 - I I
I / /-125 mm x 25 m, 01,41 1 1 a . I I VK - ENCASEWNT (AS APPLICABLE). A COW,CRETE ENCASEMENT lS IREOWRED W A
PLAN 324----, 1 D2 =1050 wm '142') TO 2100 mm W41 INCLUSIVE AND 2010(r,6) FOR SPRING 1. ,
Dg=2zC-0 ffm-, (901) OR OVER. I I / / �_ C�; I -I � 1�t r -TIC SARS I I jOINT IN TRE "- ik LINE FALLS WITHIN THE LIMITS OF THE CRADi-F. THE
'%� h / I RINO SEAT I LIWE---\�lf � I� � 0 a! I
I I � I � qwto-1 I / c� :-: - -
� � :_� - I R j I � - I I -E THE TOP OF THE
I OMIT rMIS 4 ' l'----. H BARS V _� �z .-4, 'I 11 I HALL EXTEND 300 mn (12"I ASOAr
STEP M x 7 " I 1 EcIams IL _3 E�V. I I
I -,-,,,', I jo� CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT I I k -/C I % .;;-4 #� — - R-ADLE. I
I � e'AR,q 16M (4
1 1 1 � . ee *rl " I MAIN, LINE AND TO THE LlMiTS OF'TH�: C
PAVIED �,, SEE TABLE I 1 4- 1 0 ;1� % � - I ' -6 eArts , 11F CCINNECTIWS TO AN EXISTING STO-RU DRAIN. PORTION OF CRADLE
STqEETS --- r - I ' VARIABLE - SPRING LINE UNLESS OTHERWISE SHOWt �� E*_Edl� 1I i
I �, i
I
I � i I I -5s uNLESS OTHERWHzF, I ,�� - ,, 7 I I OPPOSiTE'INLET MAY' aE OMITTED. -
�
F BARS- ; A�11�1 -11 I I RM To STANDARD PLAN 65-1 OR 6 - I .i I
4 k 0c. I / ,---I I I
-
I 15-0 mm ta I - � _�F_ SARS I S14OWN, STEPS SHALL BE UNIFORMLY SPACED '2S0 nim 049) TO 375 mm (151 11 I .. - F BARS 169 tsW I \ / 10. REINFORttNiG STEEL SHALIL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A eis, I
I IJ I THE LOWEST STEP SMALL NOT BE MORE THAN 600 mv. (241 ABOVE 'THE INVERT- I </ 0 n mm t5,1 ot I - I t
5-2 awa \ i GRAM 40). AND $E PLACE'D 40 m.m U 1/2'*) CLEAR FROOM CONCRZ'1'f SQRFACES,
400 mn (161) F / - - "II-10MOS OR 64) 1 1 1 I i '�_�_ I
I / F - - i I U"STURGED - cowavETE CRACLE� . i UNI -ESS OTHI�RWISE SNOWN F BARS SRALi SE CARRIZO TO A POINT NOT LESS
I
I PAVED STREET I TIE BARS I 1 i2. THE FOLLOWING CRITERIA SHALL SE USED FOR THIS MANHOLE,� a if A i � 1.
' - � 265-C-1-4 (450-c-120,00% �;,__ I i TRAN J DtSTA&CE FROM CENTER LINE WIT`H ,1=70/12 + 150 snim (S*
1 650 twrm 121-21) R _/ . � I i A� MAIN LINE = 900 nm 11361 1USIVE DjAh*TER OR LARGER� EXCEPT IF THE MAIN I EAR -114 4 R ___4 SEE NOTE S 1, I .
I UNPAV�TEO STRE __ - - J BARS I 0) TO 1050 m (4241; 1
1 -, , I i it. FLOOR OF TiiE SPUR SHALL BE STEE, -TROWZLED TO MHE SPRIN,G LiNE OF r -
! ROUND i LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36 � - -
�__ . -
I EwWs �� I I 11435-11DE DIAMETER AND THE MAIN LINE�ROP UPSTREAM IS 825, mm (331 OR SECTION Z -Z SECTION INI-M I THE SPILIR.
I
'MEN - �', _
- 12. D ISIOKS SHOWN ON THIS PL_ -AN FOR METRIC AND ENCLISH U414ITS ARE
(Wm 5 am LESS STANDARD PLAN 30 SHALL BE USED. /_-N, I I
�
�,CoTO 7 i I .
I /---,\ C1)7 I E TRIC VALUES ARE USED. ALL VALUES USE0 FOR �
SECTION C -C I METRIC VALUZS, EXCEPT Rf_!NFORCII�rz lEARS SIZES iiN
I (!� ! (-i,--,\" 1 (!5) L15) I I F-NiXISH UNIT$ MAY BE SUBSTITUTED FOR UETRIC EiAR SIZFS. IF ENGLISH UNiTS
�� I - T 11 1 ARE USED, ALL VALUES USED FOR CO-NISTRUCT14ON SHALL BE ENiGLtSH UNITS. I
AMERICAN PUSLM WORKS ASSOCIATION - SOLITHEM CALIFORNIA CHAPtER I --- I AMERICAN PUSLiC WOMS ASSOCIATION - SOU I WERN CALIFOFddA CHAPTER I - - I
I __ - ____ - - - 0 . I ;,EERICAN PUBLIC WORKS ASSOCIATION - SObTWERN CAUFORNIA CHAPTER
— AMERICAN PUSLJC WORKS ASWCIATION - SOUTHERN CALIFORNLA I AMERICAN PU13LIC WORKS A&WCIATION - SOUTHERN CALIFORNIA CEP:TE:R::l, r,T,,, �,L,,, SUbMARM PLIMN I - . STAROMD IkM
-
I r_-Ow"p-GAT-01 elf Ti7m I STANDAAD PIAN AMERICAN PUBLIC WON(S ASS=IATION - SOUTHEM CALIFORNIA CiiAFTER ' 1 STANDA" Z;l ' ,HAPTER I suiamo PLAN I I ,,,, r4k0�TED-V"W_ ij WLET I - t&-Tl%c
STAMAnsimll I i Jurk-CM ON, STR7 ET "
_11SUCIMM4 1 MANHOLE PIPE TO PIPE MAIN LINE L%_nUc -1 mmv- I �:� WT= I I m*,;ilmll_ p�_�vj0kXs_sTA=ArzsWc_l t UNCMNSTRUCTURE-PPEMPFE m6llw I - 9?TT_URE'= RVE T-5"PiFE INE I
M
c_ftm_lal,vr="rf_= i MANHOLE PIPE TO PIPE MAIN LINE 320-1 MANHOLE PIPE TO PIPE MAIN LINE C_A-_Eits=K��171__ I Mi�Mmm(24 I I 1 331
N2 - mm (36") OR LARGER _% SHEET 3 Of 4 � � rn 11) 444 I __�JOR � ") OR > 1/2 MAIN LINE 10 f
41 I 10 goo 320 - 1 320-1 1 320-1 ID > 112 MAN UNE 01 331-2 ' ,-2 1
1 : � MAIN LINE I I ID=900 OR LARGER SHE 4 OP 4 r v. - I It, - , ID �� 600 mm L24
Relf 1�___ � ___.- li i I SHEET 2 OF 4 - (36 SHEET I W 2 _ I stiaT - OF 2
1 1 ISTAIWARD WISCWICATIOM SKST I OF 4 1 !11 [ 10=900 =vl 136'" OR LARGER . ID -900 mm (46"), OR LARGER I I USE WITH STAM-Aft SPEC94-CAnOWS FOR PUMB WORI;M CONSTRUCMN
- __ - - UWVWTH FOR Puwuc worKs CONSTRUCTION =1 - I LL%JM - L X�., -11 - - I
- � � - --,-- , I
______ � � I .
I-
I- —
- 11 I __l. I
I — I I , I I 1 ___7
N B — 11 � IL MAIN LINE I t "IN UNE i DCISTINC RC BOX STORM DRAIN .
I �
I oi-. 4-11 1 1 v i _____�:, I I I GENERAL NOT-=
1—WeEs TO BE ROUNDED I I I INA - EXiSl'�RG RCP STORiA DRAIN� I LA-= 4�5, ,��`�, I _
02 — --- --- --- ____ S I MOO ClUp __� ,,,—EXiSTIX0 RC BOX I f ; .r_ ,�\p
I . - I TO 75 mn (3'j P �_ - i - I � S 16RM DRAIN � " _: /; I 1�� � I. DIMENSIONS SHOWN, ON THIS PLAN FOR METRIC ANO LNG� 1SH UNITS AR17
I ll_ - I I - .: I I i 1, -
I
1 ; i � , i . NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USEO. ALL VAI ES
I I I �l i�� `1\
I k '_I�l . I I I � . - - �,�� 11 � Lu
I-Tc f I I I \ ttl,:a, � I I
� �/ rl 1p - . . , ,E -t /--; -, cl!2; k�, USED FOR CONSTRU=ON SNALL 89' METRIC VAA_UES, ZXCEPT RElt,LFORCiNc
, IL THE FOLLOWINO CRITERIA SHALL aE USED FOR T41S MANHOLE: I -_ - N � I I / 'r BARS SIZES IN ENGIv-1SH UNITS MAY E -E SUBSTITUT--_0 FOR METR�C SAR I
I � Alz� I I I -
- lll'� i, i ,G�l I$H UNiTS AIRE USE . ALL VALUES USED FOR CONSTRUCTtCK,
�
I I I I _&): __11 , � I I SIZES� IF EN ED
I A, 12 / TA _j - HQ_ LIE -S ,�41 , t !��-� I I
� � I I --'< / \ ! , -,\ f SHALL BE ENFLISH UNIT'S.
_, I - -P J .. � I �
- 1 : I P_ A. MAIN LINE = 825 nn (33') INSIDE DIAWETER OR LESS. (EXCEPTION - - I � I I Z) ll�_�l I
I - I I I ,�-,��- -�T_ -7- �, I " I �,�', I
OF SPUR i - , E L VWIEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS - IF THE'MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (364) 1 !-�, ''-�� ,A,,� � ,;��-,C�N:;�,
I � - f -\ , V NOTES I
/I il�
&--isc um (481) - i THAN 867 mr, (2'-iO 1/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR � TO 1050 r4m t424) INSIDE DIAMETER AND THE MAIN LINE PCP UPSTREAM IS I 4 CLASSIS C MORTAR i I ! --,/_ � �,� I il.,i I
I
� 11 - � ),--A, 'el \&%
� __� I-%- I � I I /I x ,_ I
_R SECTION C -C AND DETAIL -W. 7 IS I � I & � AND CASE 3
I MIM � UNPAVED STREETS, CONSTRUCT SHAFT PF � 825 awn. (331 OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 , I � �� i I CASE I A
1�__ 1 1 - � � . I
I STEEL ROW. [SM � — �� I �� \ /
I __ - ALL DEPTH M MAY BE REDUCED TO XN ABSOLUTE LIMIT OF� I - LA lk 45� � 11 � 11 I I
-
i�_ __/ I -G�� 150 mm (61 WHEN � NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm I I . � � lot =,! - I I
0 100 mm 414 0 491) oc I , - . -, ! I \,;�--Q_ASS C MORTAR I I
r -, � -
I LARGER VALUES OF AO. WOULD REDUCE H IN SECTION C -C TO 1060 mm ( (560) IN DIAMET R. i L OUTSIDE DIAMETER OF TNE CONWECTOR PIPE Sl-tALL NOT BE CMREATER
I 31 _6�) 100 -1 � wi , i i
I o- . DETAIL "N' PLAN OR LESS. I - % 1 � k�l � TiiAN i/2 THE lk-Si'DIE DIA&ETER OF THE RCP MAIN LINE, I
f I � I �__ � \ - I
1 i 0
- 11, SEE SECTION A - & THE MAX11111111 SIZE LATERAL THAT MAY BE I I -
a_I;, I I i 2- 'NSIDE DIAMETER D OF TkE CONNECTOR PIRIZ SHALL NOT BE GREATER
I � I'll
a (A114S ANO COVER NOT SHOYMI 2� H (IN SECTION A -A AND S-8) SHALL NOT BE LESS THAN L2 m (41-01L CONNECTED TO THIS -MANHOLE IS SUCH THAT THE DISTANCE FROM THE: i
PLAN I . � Pi AN I 4h,AN i�CO mm `24')�
t -, - '
�
im —mr.- BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT OUTSIDE (TOP) OF THE LATERRL TO THE BOTTOM Of THE 200 m.m (w)_,l I I t
PLAN t
I
� �.
(SHAFT NOT SHOiNNI RE LESS THAN' THE MINIMUM SPECIFIED A4D THAT THE REDUCER SHALL THICK TOP OF T14E MANHOLE CHAMBER. MEASLIRED VERTICALLY FROM , ' I I ; - I 3. THE ,MINIMUM OPENING ;i\1-40 -�HE EXISTiNG STORiki DRAIN SIHA-IL BE THE
BE nED. FOR H (IN SECTION C -C) SEE NOTE 1. T - � - I OUTSIDE DtAMETER OF 7HE CONINF�,CTJNG PIPE PLUS 30 mm W).
I HE END OF THE RCP, SHALL BE A MINWJM OF 150 mm (64L i I
STREET GRADE-\ MANHOLE FRAJ& CONMETE RINGS � I . , I
__ el- STREET GRAM 100 I C11W PIPF TO 5URFACE OV7 1 - I I_Rcr_ I 7HE CONCRETt- SACKFII L SUPPORTING THE CCNNECTINtliS PIPE MAY BE
AND COVER PER PER STD� PLAN 324 � \ mm I 25 m 3. L SHALL BE 1.2 m (41-04) UNLESS OTHERWISE SHOWN, L MAY BE IN- C, IF THE SIZE OF THE LATERAL IS SUCH 117HAT THE ABOVE-SPECIFIED CONCRETE AND ROUND EMS � , i -7 �- ", I I OMiTTED IF THE PIPE �IS LAiD ON UNOISTURSED EARTH TO STORM DRAIN I
STUDI, PLAN 630 , 15, CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, PUT ANY MINIMUM DIS17ANCES CANNOT BE MAINTAINED, T14EN ONE OF rf4E CONC. --24 �!'I*j I 1�11 '# I I WALI .
910 m OMIT THIS STEP �\ I dl) i ---�,f,'
Rt* SEAT I i � �' � _� A � i
I
w (24*) IN PAVED STREETS --\ ", i CWHANGE IN LOCATION OF THE SPUR W PIPE ____� ll�_� 11 I �
MMINOLE I , � I dST BE APPROVED SY THE ENGINEER. I FOLLOWING ALTERNATE SOLUTIONS MUST BE USED, . - �X - ,% - I __ :: 1 4. ALI C -SP AND FITTINGS SNA'L BE GALVANIZED. BAND CONNECTORS MAY i
ll�� Am , , 2 �i . --\ ;A � / , - __ - I �
e 2 .4 SHAFT 225 mm fg_r_l�l I 2 I � I I
' i I I \ ,-, - I . I "I i
&_ 4� T SHALL BE 200 mm (811) FOR VALUES OF H UP TO AND INCLUDING 2.4 m ,_ I 11 I i -_ �l BE 2 GAGES t IGHTIER THAN THE PEPE- BLtT WITH A MINIMUM GAGE OF 18.
_R STD� 400 in ( il) FOR §_ (8'-O') AND 250 am (101) POR VALUES OF H 1. PROVIDE A SPECIAL STRUCTURE. I _/ I I I , t t ,�__,ey � I , THEY SNALI BE CONINEC7ED AT THE ENOS SY ANCLZS HAViNG Mimmij#A
I w PLAN 324 PAVEO SMETS, OVER 2�4 m (W -00L I - __�-r � I
- I � I - -DIMENS�ONS OF 50 = x �O MM y 5 mm (2'x2'x.3/16'l AND 140 mm (51/2'1
0 650 -an 1 W 1 1 i I i
900 m t31-013 i- .% - /, _1_1
& I - 2� PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS ____-, �__c I I �l ; i . � I SCLTS.
- TREETS FOR UN -f T T .11 ul ig 5� STATIONS OF MANHOLES SHOWN ON PROJECT DRAWIN8S APPLY AT - - 0%c� CSF OR RC� "I I
PAVEO STREETS � gj� .5 MANHOLE PLACED UPSTREAM OR DOikTRE&M FROM THE APPLIICASLE�`�� I -J PIPE I I, \ \ i 1�- " v
- V i , I I I � I
I I UNDISTURBED EARTH -_ �
CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF I �l I E, 1 5. WSE�N' 40INING A RCP CONNECTOR PIPE TO A CSP CONNECTOR PiPE, -ii-iE
T1,z JUNCTION STRUCTURE OR TRANSITION STRUCTURE. I \, \ L-00RRQlaATZ0 SIM L I - cw
I I f ! =AND �coww_CTOQ I I
i25 mm x 50 am (3'x2l) PIPE SEAT I - � I , !SUPPORT P4PE f I . INStOE DIAMETER 0 OF iliE C$P SHALL BE AT LEAST EOUAL, To BUT �
I j = �9, SHAFT AND REFER To THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. - L SUPPORT Pwt- Ac" 0 1 1 1 ill 7 � e�,40 r NECT11A �
O', 's UNDIS RIB I `-, \ I � �
T - �_l _ss , - ,F ,0N - ! �
- s NOT NUMED FOR RCP NOT MORE THAN' 7t ram (3') GREATER THAN THAT OF THE RCP,
ROUNO EMS ,* 9 la . EMT - I i � TRENCH WITH, 265, X ACRO s MENCR 41 1 1 1 � �
�T 11 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 1 1 1
. I ag��-14 Up, t WiTH 265 KS -C-14 Wc� 11 1� t �
- 0. -0 S. REINFORCEVZNT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615� 1 1 � L), 11
� � �
OF INLETS I '--%A! �Z,,- 1\ � UNLESS OTHERWISE SHOWN. I I I (450 -C -Z000) CONC fTi Z__MINlWJW DEARING I (450-C-2GO01 If I I I � 6. CONNLCTOR PIPES SHALL BE NOT MORE THAN 1.5 rr, (5') ABOVE TPE �NVERT. �
,I
m- 013 GRADE 40), AND SHAL, TERMINATE 40 inm 0 1/21) CLEAR OF CONCRETE SUR- I I - SACKFILL SEE, NOTE 3. I CONCRm &ACKFILL. , I �
ROUND EDGE$ I SURFACE � 00/2 SEE NOTE 5 --- - ' I \V_ BLIRN OR CUT PIPEE TO �
= I ! I
- r RWISE SHOWN. - � �
�__ 13, MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS I i SLIRFAICE OF COINCRE7 i 7� CONNECTOR PiPZS SHIALL ENTER' MAIN LINE RCP RADIALLY. .
1 5 �
___ -11 - = � I I i AND RtU-N-0 EDNSES OF"RCP �
OTHERWISE SHOWN. I - - � -I � - It
I INLET ELEVATION 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. I i S. VVI-iZEN CONNECTING TO A RCS. ST-ANDARO PLAN 53S 5NALL BE USED IF .
I -
I �
APPLIES AT T141S SECTION C -C , I � TtR PIPE IS LESS TkAN 300 mm (12') S;_�LOW I
`*
POINT 14, WHERE A MANHOLE SHAFT - 900 mm. (361) WITHOUT REDUCER IS I SECT ION E - E t THE SOFFIT OF TKE RCS OR THE -LOW LINE 3F THF_ PIPE iS L;_rSS
a. BODY OF MANHOLE SHALL BE POURED iN ONE CONTINUOUS OPERATION SPECIFIED REFER TO STA'NIDARD PLAN 336- SECTION 8 -- _B SECTION C - C I /-OPTiONAL a-HAN B50 mm (IZ'l ABOVE THE: Fl-O'OR OF THE RCS AT THE iNSIDE FACE. I
i EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY I I I RECTAN45JLAR COLLAR
SECTION A -A MAY BE PLACED AT SPRING LINE. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS I I CASE I I I � I I
I I I I I CASE 2 -
I STATION LINE I 900 an f3,-0lj I S. THICKNESS OF THE DECK SHALL VARY WEN NECESSARY TO PROVIDE SPECIFIED REFER TO STANDARD PLAN 32& PLAIN CONCRETE PIPE I I . � � . -
I ! S. SADDLE CONkECTtONS SHIALL BE USED WHEN CONNECTING TO PtPES 525mr.
I 200 mm (a*)--- - D - 600 404241) mm� � --
I I A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 rmn (6011. 16. WHEPE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER � , 6 -A. -o- c s p MIN_ GASE 1 '211 OR 'ESS IN 04AMETER �NiTHOU7 TH,':7 LrSE O�_'
I % - I�U&CTION STRUCTURES
I I I IS SPECIFIED REFER TO STANDARD PLAN 329. 100 mm 141 MIK I -_ 37�_ nwn . (45,1 - 525 mm� (2N I i —6, I OR PREC �l �
__ I p ! . 0 AAST Y BRANIC14ES.
- I / 110. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636, UNLESS OTHE I - I 600 mm (241
1 STEPS "RWISE MINBauu BZARINC r
/2 - � IT SNUGLY OVER ThiE ou-rSIDE OF THE MAIN
. I � � 3z� SURFACE � 00 � iO_ TRIM OR CUT SADDLE TO Fl
I SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (141 TO '375 mm (151) 0*' I 17� DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE VARIES TO SUIT OIX t PIPE So iTS' AXIS W�Ll_ BE ON rHE LtNE AND GRADEE OF TNIE CONNECTM,S
11 15 mm (24 I THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE 3 NOT EXACT EQUAL VALUES. IF METRIC VALIJES ARE USED. ALL VALUES comol,ri*Ns - `ZECTION F - F I I
T 450 m 081) I
I 3) I I AT THE SIDE OF T14E MANHOLE, USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING � t CLASS C MOPTAR - I PIPE�
11 i - ,� [I. THE OPENINCZ INTO THE PIPE SHALL BE CUT AM) TRIMMED To Fi- 111-
I I I BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRI^ BAR SIZES. ll , - ��l C,'kSE 3 Tu -f
11 , lF ENGLISH UNITS ARE USED, ALL VAILUES USED FOR CONSTRUCTION SHALL BE I � SADOILE SO 7NAT NO PART WILI PROJECT WTH'IN, THE SORE OF THE
�
�
0 mm 141 100 mm (41) 1 ; I r-
L+ZT-2-30 mm t — — �� � SADDLE PIPE. -
ENGLISH UNITS. — —_ _,_/__� . - I
I 1 4 �
. �
I 1, 1 .2 x 0 = 600 mm 124') "I X� C -N
-A ,�'. � 12, THE CONNECTCR PIPE: SHALL BE SUPPORTED AS SHOWN! M CASE I ANC� _�
0 �= (81) THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN- I i
200 mmm (a' I I ,I I � CASE 1, I
1 -1 1____� 1 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER �-��� I I I
�
'�2 200 mm (81 VAX. � I
1 326 MANHOLE SHAFT - 900 mry (3W) WITHOUT REDUCER I 1 � * i
�
OPTIONAL SO TTOM__� I GRADE POINTS� (�6) 328 PRESSURE MANHOLE S14AFT - WITH ECCENTRIC I PLAN ' SECTION I ; 1 108
1 1
SEE NOTE 5 I I I CASE 2 1 1 z
LE S14AFT - 914 mm (364) WITHOUT REDUCER - I -_ — � I AMSRiCAN PUBLIC WORKES ASSOCIATION - SOUTHERN CALTOWIA CHAPTER �! S7A,.,D_4�,�:, pj_�kN'
I AMEPICANI PUBLIC WORKS ASSOCiATION - SOUZHERN CALIFF-CRNIA CHA �
TABU Of VALUES FOR m (SM NOTE 0 630 610 mr, (24") MANHOLE FRAME AND COVER PTER F STANCA:,3,�L�'N 1 1 m��mlc I �s
SECTION B -B -I I SADDLE CONNECT -10N fA,,,7R:c I : �_
— PAM IvREET UNPAW0 ET - , 653 914 mm 05601 MANHOLE FRAVZ AND COVER I A I Ili I PIPE CO _N IONS TO iiiiDI'li'TING I � 01[�PEC�ONNE�CTIO�NS T�OEXI�STIMIG� ____i ,:Z35 - 1 f
SECTION MAX — MAX I MIN. I l____l i 1 i ��!� 33r- I I I � �
- \ 635 STEEL STEP I STORM DRAINS I I STORM DRAINS � a-Hi�_=T - o- s
IL ,zlo —a I 1060 no (W-60) 636 POLYPROPYLENE PLASTIC STEP . __� (* - . -_ -_ - -_ ---
-c-c I gag, - 117.). mm tk D_ I
MY -L/;n- m aw) Lie—* — asn - (!6� 1 (:f6j I I I -------, - � &EXCH-MARK.- 17 gAsis OF SrAmAk�s: I - - - - - - I E
AMEFLICAN PUBLIC WOfW.S ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 7 CAL TRkVS -
AMERICAN PUBLr- WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER � I I-----------,--,,- - I , 1-1 I � I PLA M� �� ' 'r (� I
"ONE - WEIRM stmalmr-mc- I 4lutc 77C SWrH LE6 DF AN SCE I&MErR A 4 D W TW' CL S LW T A VE 'JEC D WG. 17 OF :T DWG's. 1
6717 -11 er-ITIC -
__ I , ---i
= AMP -RICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNLA CHAPTER NDAfW RAN AMERICAN PUSUC WORKM ASSWIATM -SOUThERN CALIFORNIA C�WTER I STANDAPDPLAN PROW-fli-.11 -- PIPECONNECTIONS TO ul IN M4Z W rM TNE CDWJLP7E A4X zF riE MC A05I�9'X'E
F�t._�CWOFMr� GIANOARIDS INC_ 0 "TAN'"1111 %_�
pR0w_LWv_Bc_ &f THL MANHOLE PIPE TO PIPE R BOTH - mEm"' P" I m m __� flETRx I Puar_vlofom � CIVIL PRO I
I I I �_ - -
C198EIWIJKOOWIITTEE (Vf� OR 321-1 MANHOLE PIPE TO PIPE 1.0NE OR BOTH MAIN LINE I ,I -'ll 11 MANHOLE PIPE TO PIPE fONE OR BOTH MAIN LINE 1 32, 1 i GR��7c�- - f-M-13TING -STOW--blAAlNS- 1 -03-s-I 343e XMTH 4F HUY-PLAW, &? 91 VES�f 1cf)
19�2 MNN UNE UYS 82&nm qgRj 32 1 - 1 1-1694 1 1 4F SoW SEVAM R_n, P-65 & 6TST AS -VDIvW 41V TR. AG
P,�"J, 4 _ SHEET 3 OF Is W -51w USE I ISTAIWNW z4hsTme-lop I SHEET I Of: 3 1 16427-1, iw-& 29617-.Lf� 4 -
i _G�e - UM Wrij STMWPM SPECIFWAMON FM PUBUC WOO" C0WRU=OH SHEET I or a O'S 825mm (33 1) OR SMALLE!!j__,.,._,.j1_1, ,, SHEET 2 OF 3 1 1 � L__-- ID'S 825mm (13 1) OR SMALLg&_- ______ I I _�� - I - I 11 ,Z-___ �_'_ I "I'll-li ; LY SXRRA A VE TRACT 16868—SB— 16—PW-06 �,
— — - .Ww-.M-.....� ........ W-2.4- ____l__-________- M---,------ ----------- lc—_ 1� � �-"__________4__ - 710M.- — # l4ag6uV -----I- _-------_ --- I Lcl�
REV. I REVISION DESCRIPTION ENGR. CrrY DATE i 11-1
� Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA CO
\�
SHOULD CONSTRUCTION OF THE REOUIRED PREPARED N THE OFFiCE OF � i
F ll�l t
,;� I ,SSOCIATES, INC. "RTH FONTANA PAR -
I — IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS � Nit'n -�. MADO A N LO A 1�z
. . 9- 11 DRAWN BY: t n I
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I-— I � 14E CITY P rn I r_
i CARRIED FORTH IN A DILIGENT MANNER, T _�j > "', I ONTARIO CA 91761 PRI VA TE S "' Rk DRA /N PLAN
KING Q�f i�:l I I, DESIGNED BY: ` - DATE: .
DIAL TWO WOR I 0( �z I '� I HONE /969) 937-71-51 1 , #
BEFORE DAYS BEFORE ___� ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO * I /A& -'S /
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