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NOTES
thEOM t MAIN LINE RCP OR I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER CIZ
.. REINFORCED MONOLITHIC OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE cn
e 779 ww an 0 TO 11111 ROUNIND '
ROlNIOEO Tr/-1EDIES TO O
ISM • 300 °"" (N • Ir' 330-C-23 !350-C-3ZS01 CONCRETEI ARCH. SEE NOTE 2 �,� MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
�•s� 73 mum(3h R
�W���� T-.�- / : 0 OARS L/2 ITYP. 25 mm (I•) (TYP.) THAN 600 mm (24•). B SHALL NOT EXCEED .75 0 OR 975 nom (39').
At i N N to Ct �d a �`i'� I fC 7s ..(3') oc ._-__1111411P1 .� NOTE '
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN.
tOM•S1 TIE LAR �� t! �P *sip
OF SPUR Ct •' tC D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
,� ler'
�.
.� 1' _ / 4-101/•!1. E SARs 1-, . I I
! A , I �• SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
ib J /- of SPUR: _ •
SEE NOTE IaT(2 SI LOIN. ' ; J L,"�J
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REOUIRED FOR A
.r. �. .il 4-15 4) N ,
"M., i�- .w ts's =
��L p BARS : _ ; -ION'S) TIC BAR 3,4s`ONr o ( , -INN. IT ; REINFORCED MONOLITHIC ARCH.
� ALL sit tom'.Ir ~ ":i +' SSE[ NO ESS 3-1'IMIN) J SARs 1.4 w (r-o•I� I i ® - K am�� o ' e LATERAL/ 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE
e NN w•1•4•4'1 K l4•-e'1 LONs OC , / 0 L T �� _ CO1‘ NNECTOR PIPE
INTERSECTION OF CENTER LINES OF MAiN LINE AND LATERAL.
• • CON'T.ADO'L 111175141.11 wwTE AL STATIONS
• • o f )1111111111111111111111%* 300 s.tt2h r 300 lt!'1 100 ww 14.1 T^ _!� I �. SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
eDETAIN. N PLAN F 4 (as�1 �Is E E 1 wooAND T� NN S . ; / ed450 mm on In me(31 1 -� , APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
PLAN ° NOT � PLAN UM NOTE n EXIST. IPE 1.-- t SOO "on(24'1 NO On orf'ao ww lel ilMR• � s s THE CONNECTOR PIPE CENTER LINE.
(SHAT■5T IINI■r IIS1K I • IlIIAFT NOT NOM
FLOW y 730 w, ! F ROUND 4,j • \�►A , ��•Iso aiw 4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT
' (30'1 430 one:
RO') 175 siw(7'1 • EDGE � Aieaw. ,7* IM • 5) OC DRAWINGS.
_ I /c` 3 • TO w,l,_e�•• 4•�t �►\�r.� ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
/ '�. 500 ww t3i�')1430 w1I B5`1 223 s11I�') E a• zt (3.1 R ■n►a 4✓ �'� NOTE S.
STMET IN [ t�AK RINK STREET MAK MANHOLE FRAME f /ZOO N150 ww t4s7 4S0 ,r p0•) t� -�■ ION •450 awn
,./.t� Ne covet PER Pa STD. PLAN 1I14 11e,s e1 STREET MID COVER PER / w 2 i ` ►■, (•3 OR •4 •ISI 5. o• ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
.. . 577E PLAN ASO MADE STD PLAN 530 •..•,.: ` 1200 mm(45.1 450 mm =t,'
e��!!i OC TIE BARS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
,.1.in►• OMT THIS STEP A'M') f !10'1 NO ww
iS t - IN PANED STREETS RIA SEAT ;.• 14251425 ISM 430 am(N') 150 mm • • E AND F BARS
j i 5. 1MNNOLE � • MO "� � ''/� I : � b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
SHAFT MS t '-F��� 1500 100'! 525 we gl'1�75 am OM ' ► e► t•s a 31 Oc, STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
�' PER !T0. 400 um qS') FOR tea:;T7 E SHAFT 1!5 mai : !i0 w * Pi►E T LEKL. +'": ~ 1 ISM • 75 mm
��.. is as') �, ► SEE NOTES OF AN INLET PIPE.
PLAN S14 PAINS Ste, ��..-:1: ] • �' PLAN S24 '� PIP[ SEAT M St[ NO 5 ISM • 300 ma 1150 mm 155'1 525 see 1L'1`1 5 ma GM C. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLETel
N.• He.w(S•-o'1 SM .�(r-!'1 w 1 •t 1 . « f00 mm 13•-0• _ E SARs W •.4 1.4 •• IPI HSoo ww 172') 500 w.1247300 sum I SPIP
STRUTS FOR UN- T Nth I1 E BARS . -� - ._L STA. POINT EIS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
' '
PAVED STOREYS L E TIE SARI x �,� 3-1SM (•41 CIRCULAR TIES. I i!t :.-----f- ,T TABLE OF SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION 3 TO THE
�"` - •• - 0 �1 _ j SEE NOTE O �_J ww SEE NOTE 3 VALUES FOR T CATCH BASIN OR GRADE BREAK IN LINE.
I 115 we a !e ww(O'a1') PIPE SEAT i� STT PS =. a.�.--i ffirs J (3•) WN.• �tr--„••t �• ROEOF nN[s `7 >� DAR _� " '4M ;�� t d, pis . , 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
113 ww(3 F ,,A J BARS h Iam
STA. POINTB '� INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
I ROUND>>05[S � ( ms, µ, RADIALLY IF ANGLE A IS GREATER THAN 45•. B IS LESS THAN OR EOUAL TO
TO 7M5 U s 1 RVI, �, IPRINt LINE ,+ 1!i �`r:.;, SEE NOT[ 3 SOO ma 130 ii,,(y.1 600 mm (24') AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
_. NW t<lit►ATlal ".1. 1i-s- 11'.. �4r PLAN 375 wN p�1 nw ts•1 .5 0: OTHERWISE. STANDARD PLAN 340 SHALL BE USED.
I5M•41 •450 INA MUT tOli')t
APPLIES AT TNI: SECTION C-C t10•) OC SOTS a, LLEVAT1oN GRADE POINTS.` CUT (-040)
'so'"` "•'(s'1 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
POSIT NO. 2 CUT NO. I 515 M(WI mm(3'1
WAYS TO K USED APPLIES AT SEE NOTE 4
MIEN Ore IS 1500 w r THIS POINT LINE 't- SPUR ION a 450 mm •* 'I ma is vt'1 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
OR N t•3 ORM •NM 075 NM ttM IN NM is 1St•) TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL THE
SECTION A-A !soh SECTION B-B _ __ $
OC TIE BAR 750 ,,,,tso-1 IND..ts'1 TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
SECTION A-A s SARs 1511•Iso mei
STATION Lill[ f00 ma(1-O'! CUT REINFORCING STEEL I • ass"'"' '1 Iso""(s I/E'1 CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
NO. .: T Soo..lie'I 170.w to ISE') THE SPUR.
100 mai l5'1 �/Ie CONCRETE RINGS STREET MADE
LINE •v::•••'+:;, ' / t74 am tie•1 NIo mm 17'1
r � .. 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
PER STD ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
�^ !�rJ PLAN 324 ST am s 15 am(Wall �� I
TEN RINK SEAT ISO own r • ' LIIEIM TIE aMei
-ill 450 mm 1110'1 OMIT THIS w N BARS CUT N0, 2 /ROtRO� _ JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
�• •••
STEP IN
_.w_ -1 SEE MOLE
'41
; ' EDGES
j\ r bi ' ' • R CONCRETE ENCASEMENT SHALL EXTEND 300 mm (l2•) ABOVE THE TOP OF THE
'' STREETS • "...=11,: vARIA•LE 3.14 tGb-Dl �" ` ELE11. s ' J •50 � °C ..r �'� s SARs IFCOMAIN LNNECT NG TO AN EXISTING STORM DRAIN.INE AND TO THE LIMITS OF THE E�PORTtON OF CRADLE
I -...,:■ �f llT je .► DETAIL 'A' (SEE NOTE 101 t SURFACE \ 1� �i.�� � �� �\ OPPOSITE INLET MAY BE OMITTED.
�w ;+t=?'t NIO aim t4�N� Is0 ram ( ���t.+It)��� E S sow-wee. OR EQUAL. INTERIOR FOAM F S i (3 (M) ( , 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 815.
s �� ° ••,.. r.._-_`, - , - . will' • R. (3•) oC � / GRADE 40). AND BE PLACED 40 mm (I I/2') CLEAR FROM CONCRETE SURFACES.
S O \S Pmai IRE FOR MOS OR M) TUBBED CONCRETE coaoLL UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
FKa.. CUT NO. I= SAW THE TUBE AT AN ANI„[ o► A/2 MIlTH THE TRANS- �--�
�� 'sT• PAVED STREETS. TIE OARS VERSE PLANE. REVERSE ONE SECTION MID TAPE BOTH SECTIONS DETAIL B 253-0-14 (450-c-1000). THAN J DISTANCE FROM CENTER LINE WITH J=70/12 + 150 mm (t3').
630 am lr-1h FORSEE NOTE S
MAD! P01t�Ts. A� s .1 SANS TOWNER F PON E A. TYPICAL J01NT FOR SAW THE TIME LONSITUINNALLY RMOVING A STRIP
II. FLOOR OF THE SPUR SHALL BE STEEL-TROWELED TO THE SPRING LINE OF
OPTIONAL BOTTOM sE[ NOT[ ROUND CUT 314 I• SE ON THE SIDE OPPOSITE THE OPEN JOINT. Klemm CONCRETE PIPE
°THESECTION Z-Z SECTION M-M
SECTION B-B -..';:L.: " i•�•;-L�ILIA
EOMTO RENO [NQS OF TN[CUT TOWNER AID INSERT THE THE SPUR.
�, Xti•j4��.-"`-11,---.,� 310 ww TiHS[ IN THE PIPE 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
MINN
I•1ENMENI mr-.---um
� T' EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR
III/ 1• (141-1.Z"T:a�t::11 1 O./ is SECTION C-C CONSTRUCTION SHALL BE METRIC VALUES EXCEPT REINFORCING BARS SIZES IN
11111113Z-M11--:T"Tf al il-I:ri.i♦C:I'T:YWt::TI O./ME ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS
AMERICAN M(>•L IC S ASSOCIATION-SOUTH1OR11 CALIFORNIA CHAMP • AMERICAN FUSUC WORKS ASSOCIATION-SOUTHERN CALFoiem CHAPTER AMERICAN PUOUC WORKS ASSOCIATION-SOUTHERN CJILFORNNA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALFORNIA CHAPTER
ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
METRIC
Raw MIAs WIWAWIANIS WW."°M""'�M"� HOLE PIPE TO PIPE OiIls OR BOTH "MCP" � :..� R'IANHOLE PIPE TO PIPE MAIN LINE `T '""' „tCONCRETE COLLAR FOR RCP SYNOD/ADMAN ;�„a,,M.,� JUNCTION STRUCTURE-PIPE TO PPE MET °"'"' A "N VKIRKS ASSOCIATION•SOUTHERN cALFORNIA CHAPTER PIJM,
rm.,11
dLINE D'S OR MAU ER) 321 - 1 '""'°°_°°""I` 100900 mm (36") OR LARGER 320 - 1 '""°°,:°°�'^�' 300 mm (12n) THROUGH 1800 mm (72") 380 - 2 °"�"°°"°°'�"�ION D>600 mm(24")ORID>112 SAN L D 331 - 2 JUNCTION STRUCTURE - PIPE TO PIPE INLET 331 - 2 )
TORI 5ri11'•____ Nisin rho Oac7tl aTeoll soul OF 3 ""'""' Les wRN STAIMMRU S N'.ATIONS POR NMMC wolrN CONSTNUCIION SH T l of 4 "W M' sea MRIN STAND.MIb NRQN',AT1oNS FOR pump wows CONSTRUCTION r s1 T I OF 2 M. (MR MTH STANDARD SP■CWICMIONS FOR i�JC MOMS CONNTiw t'NN sMEEr,0P Z ID Z mm (24") OR > 112 MAIN LINE ID SHEET20F 2
_ •
Aik,.....„,.....-1
. .
17
a LATERAL/COINRCTOR PIPE CONC. PIPE. RCP OR COP
GENERAL NOTE 1-6 iii 11114-.)
,,�
a awn LNi RCP (See note 51
t MAIN 111K RCP I. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS P
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL ,•
, Teflon tope
��• •
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF Hole, •'H.D: 2h•x2/t'x�l(i•
SSee 55ttffiener /% ►--
Br , c iI III �� ,yENGLISHUNITSAREUSED. ALLVALUESUSEDFORCONSTRUCTION equallyspaced Detollnextpage of t'h"Alit NI/4 • stL Dar ltyp .�'�4\/ AR *44
, sSHALL BE ENGLISH UNITS. ter of hole Mark
toCenbe I from4 �� A l 3G•x • Spocw �/0404 1 * -1NOTES 0.0. of plate A or t I
('
Its �1r D RISER C.S.P.
•
�, 11ft , CASE I ANO CASE 2LAI ' /t AIIm bolt •
V �� \ MITN IRE INT[ s la
f 1-� DIAMETER GAUGE IF=
• . '
► 4s• ;.a. I. IF ANGLE A IS LESS THAN 45• OR IF 0 IS LARGER THAN 600 moo as ����������������•
II ...-sj` T• tt t (24•). THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 05 + T • HOLD-DOWN
18 2T 16 ; '/,'Stem Plate I �,
,��g•1 11. 11'Y 2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED SRI"-39" 14
;• • ONE-HALF THE INSIDE DIAMETER OF THE MAIN LiNE.
DETAIL-PLATE STIFFENER Ring o.o. •
Bride Heid lengthwise
u1MgTIIRNEO[ARTS /�` 4' o, «y 42"-48" 12 •
3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE and mortared
CASE I �aer. INLET PIPE CANNOT ENTER RADIALLY. THEN ANOTHER STANDARD BOTTOM ViEW 5I"-66" 10 ,�.t, Rte'"^' .4
r ^ -i /2 stn. p�. or ;111111111
PLAN CASE 1 STRUCTURE SHALL SE SPECIFIED. , , •
SECTION B-B TOP PLATE cone, cone mla at«I oar ,+
4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE ;y;+,(,,,1, 0 '4' p,,. I _CNllsfd grad ��
OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (1') MINIMUM .- C.S.P. O.D. ,r1 Inside edge of R.C.P. comm
�Ti R.C.P. '� 1 �` SECTION
TO 75 mm (3') MAXIMUM
O
c.s.P i ,� capping at end of pip! a Ind of pips(if broken)
See detail for
CACATCO SIN 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE A Locking Devices v
44 a' • uTnII m ROeR IF LAID FILL WHICH IN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON Grading at lip Mit silk Mr -
Nss1 , HAS NOT BEEN DENSIFIED. • unless otherw�ae ;r. "D"„
�-cshown on plan. D
14!0-c�- •` ` 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE �'� D, n" HD"
i153E 5 �il P y. OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. ' ' 11■...'l " � , ALTERNATE JUNCTION t I Cement grout capping
1'�� � s" OACINFNl 't • • 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. •
_4 In tt�MN wit r 18 $ 9 2 'Yi' lo1� t •• . "
24 27 30 12 mot top loot .
NI ��. • ..•' .•'�. f:
• ' ► r 30"-33" 24• 15 -'' • • •
ME NOTE(��� 21 S. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE "_ " • 3 NOTES: BOTTOM VIEW •. : .`'
36 39 20 18 _ -
• ••••.teal
-.� INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER lirinA� !NOM
I. Riser pipe shall extend to 'Elev. A".' �'•
N• •
(_ 00� LINE OF INLET PIPE. 42413--51"_14.5•
45" 16.5: 22 pCAGE RETAINER RING
-- ---J --- - r^ 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OFA . 2. Elevation 'A, D D , Ore shown onplans. :. : :..
54'-5T•=E 13• 28 •4 I 2• �I I2 :; :'.'•�.. w.
CASE I GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO ---� i : • Standard 60"-63" 11.5' 31 3. Corrugated steel pipe shall conform to AASHTO M-36. :,.�1y`��f
CASE 2 1
VEHICLE TRAFFIC. - - �•. galvanized 66" 10.5' 34 • ...........
SECTION C-C connection bond. 4. Crate assembly shall be goivanized after fabrication. ••• ...P.
(SEE NOTES t A 101 • 10. FOR CASE 2. NOT MORE THAN 3.5 m (12') OF INLET PIPE SHALL BE • " i ;•:'•
II
•
LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. I 5. For D1 =54" and larger, weld 1'2"xtV2"xl/4 " angles to plate with I" Brick ti mortar closure.
MVANIUle�ilstwlT !IC.S.P. R.C.P. -
�` • CLASS c MORTAR cASE i welds at s• o.C. • ELEVATION • -
Double Course 4x8
��J ___ __��- 11. CONNECTIONS TO PIPES S2S MIN (21.1 0R LESS IN DIAMETER WITHOUT JUNCTION slope to ar
6, n:number of bars on grate assembly.
�� 11 ty zips STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. �a�, � -- T. Gouge of pipe for diameter D2 shall be some as for riser. CLOSURE-TYPE• "8"
pan
12. THE OUTSIDE DIAMETER OF' THE INLET PIPE SHALL NOT EXCEED ONE-HALF •� PIPE
THE INSIDE DIAMETER OF THE MAIN LINE. ' 8. Riser and stub shall be shopfabricated Dred galvanized after.welding.=yam: g (Brick Dred Mortar)
ELAN SECTION 13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF' THE MAIN LINE N� o �•
I r y pock 9. The following shall be stencilled using 2 inch high letters and block
SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. Conc. slab paint on the face of the curb adjacent to the Inlet (either side)
CASE 3 14. THE OPENING INTO THE PIPE SHALL SE CUT AND TRIMMED TO FIT THE and on the top.of the Inlet: � �■ ■ • „ SAN SERNARDINO COUNTY . Q
SADDLE CONNECTION SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF' THE •
ELEVATION NO DUMPING • LTypt B closure for 0 not larger than FLOOD CONTROL DISTRICT
SADDLE PIPE. • • DRAINS TO OCEAN ss approved or specified by the • ' REVISIONS OWN. SY DATE
• IS. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT-AGENCY STD. PLAN C.L. 'S-9-63
CC
• ORANGE COUNTY ENVIRONMENTAL MANAGEtrENT AGENCY • STD. PLA ' 2 specifications for additional information. Q
AMERICAN(Nim WEB ASSOCIATION-SOUflII CALIFORNIA CHAPTER
Approw0 IrLZan a/Mao Warns /�` FILE Na.
niaiewa.. JUNCTION STRUCTURE-PIPE TO PIPE "' 1°c""" AMMNrCAN Pt1SL1c WORM ASSOCIATION-BOIRIMI CALIFORNIA CHAPTER taoo,.e RN• 77-12 IMvIr•W ROK. %- 44 13 IV 5 "°°r°�'° i& A I S.P. •I76 A
IwewRMM.Nwt lTIIIDpADPW, Wl ar401r a/Public Worts /�
�orM11MMC JUNCTION STRUCTURE CY TO Adopted: Nes. 77.92 RwWtl= RN. 16-516 1 Vl
•'�m'�"•Or""m < 111111 (u*?' 332 - 1 Fin PIPE 332 - 1 INLET TYPE V l L
'�""" SSSS wRN 5 iw$ ..NAt a RIR/sat M'i O pC+epl _ 042121022 (D <_SOO mm (24")] SHIM of 2 • SH T. I OF 2.i INLET TYPE V
_ BHT. 2 OF 2 , O
.. ... , Al .. ..
REV. REVISION DESCR/P)lav DA 7E ENGR CITY DATE Pre Prepared Under The Supervision Of : CITY OF FON TA NA CAL/FO RN/ CO
� F Du 0 SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS P P ,
RECORD DRAWING LEG oQROFESS/pN�` PREPARED /N TME OFFIiCE OF NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF �e�,�� N E�,y4,4 �y� MADOLE AND ASSOCIATES, INC. STORM DRAIN IMPROVEMENT VEI dIEHT PLANS
ac 3 �to re• THESE RECORD DRAWINGS HAVE BEEN F'n.PARED,IN i DRAWN BY
� PART,ON THE EASiS OF INFORMATION COMPILED AND APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A W m Z m SCALE:
N
k FURNISHED BY OTHERS.THE ENGINEER WILL NOT BE �. �/ , o C 66388 7!30-A SOUTH ROCHESTER AVENUE DJ In
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH DIAL �� ce c g ONTARIO CA 91781 CYPRESS AVENUE AS SHOWN i\
,t) yl,
It,
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS , TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE 0 ++ PHONE MOW 937-9151 DESIGNED BY: DATE:
< `I A RESULT THEREOF.
BEFORE I` 4 DAYS BEFORE ,p Exp: 6-30-0e\e - DRAWINGS
�� YOU DIGCFBNOV 2004
/; ,� w.. YOU DIG VREVISIONS TO THE PLANS TO BRING THEM INTO -fTF F AL\ oma` ( . - � Dote :(p•23-Olp DRAWING NO.
TOLL FREE 1-800-227-2600 ,�,� Rocvrd nr�ItKtng �/ "Ili" �11Al4 CHECKED BY APP- •VE= :Y 3
lye
� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ®
MOVED STD'S AND ADDED 331-2. �• CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. RCE C 8 EXP. N3-so-o89j1 SCS �� �O-LQ -cYv IgM
• ,�-710-�i ROBER R. ?* DRRNGHAUS
itp 0
TY ENGINEER R.C.E. 51152 DATE 3 ii,_
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