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TRANSITION STRUCTURE
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s" O.G. GOuT1►.�U� ApptT�d►.�.t_ 3G b I T1.M.)54"RC.
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SPACING IN —/ Ift
TABLE Du 4
PLA�J VIE�V 047 sEc-rto� c k ck
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To •S • 8' - a' Ts G ' x9.5' 8' x3.5' 6' x9.•f' NOTE- REGARDING MAN14OLE STEPS FOR ALL UUNCTION STRUCTURES
OR VARIES FF�J1•�1 G'-O'TO 8'-0'
Ts - G` - o• _ Ts TOPS-AB TI T+ ay4 T'/4 7,/4 ALL STEPS Su ALL BE 34` ROUND GALVANIZED STEEL , ANO ANCHORED NOT LESS TUAN 3 " IN
BOTTOM �6LA.® T2 G9/4 T�/4 z�/2 THE WALLS OF TUE STRUCTURE, AND SMALL PROJECT A MINIMUM OF 4" FROM POIUT OF
_ o . . I 0 EMBEDMENT. SPACING SMALL BE 16" OR 17" ON CENTER . TUE LOWEST STEP SMALL N07 BE
o . ° U �31�E�1.lAL_LS T� G 61/2. o`/z MORE ?MAN 2` ABOVE 7uE INVERT.
0 6 D ° KEYED CCL ST. TT. , , ° o..
. • _ r r .. • • . e. o , SIZE . Q&.R 5 R3 °3
Q No-T E ' dASE TO eE
n • • "Q11 SPX CIAXe 4-
p 15 4"MIM. FILLETS • •1S 'TWICKED 12 BET�VEEt`1 0 3/el MIIJ.FILLETS
ST.4. 2 x'78.00 TO
nnvo • LEIJGTH T-- 3 T-T T-
2-Is
-
V � .2S "4 "d" F3ARS .es gIZE ' • s ns DESCRIPTION OF REVISION DATE APP.
0 .
CITY OF RANCHO CUCAMONGA
'b"B4R5 �"S "<L" Ei�.FtS V •' • „ RS b' • (� 0►ME1 l�ld.)"x" 1-G 1 - G
�I it ° ' N
•G• '. '. 8 O10 or
I j 4 SPACER C►n.RS ISMIAX. ('
` • •� .e. 'SIZE: 13l•�.R•* 5 �!
i - " DRAINAGE STRUCTURE DETAILS
t N.T/EPCT M— • o "
NJN/EFZT ELEV EV. +2 •' L3N/eRT. ELEv. G SPAG11►Kv 4 O
U
S "4 "d 8AR5 .'ZS L Gpt<.3ST. ST. •2 'k4 "d" BARS .2S OPTI4IJAL 1`OI.yS'T. TT. OIMEiJS101J" 2-O 2 -O
r • 0 LEIJGTH s-10 a -4 PARCEL MAP N0. 6194
Q � k.
N p NQ. SLOPE 1/4,:12 "OR-CeS 4/4 . %e ° °' '� SIze . �,R*6 5 3
• t.
Bic,"
.T :o ° APPROVED BY DATE
h • . ° '� VIN1EIJs1o1J °ter" CITY ENGINEER RAE NO 23889
" R• " G4" BARS 4 SPAc�S � � " BARS3-9 - DESIGN w�LL�AMyO�� GRECOMMENDED
Z G1 e �7 7 L��yc�.Gc Er
TOP SLAB vie OF T T T /77267 �7/��i�giQir QL d0.
6 P�OT51_�.E U9.OF 4 15 5 DRAWN /A///i{/5, GAG•�� 9Z7/¢ SHEET
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O" x 3 - a" TO 4b'-0" A ra' -l'o" TRAJ-:M-CUD .� "WTFtt3CTURE. �Gr-� -- -
G' � '3�- fou TO b� -O" yr *,��-G" 'TFZA1.Y�lTl01.� STRucTUFZE.� TdTAL IJUMBER 14 S2 3G •\ CHECKED ,CES/226/ DRAWING N0.
v 11-2W-49L y O22---
-r-W725
1 9 28�
a X3" STEEL BAND BEND
UT/CA AVK 2" FLANGE A7' ENDS.
• tt• Zz' / " {fl STfEt IBRD TECT/ON OAR
(VOTES =
4` I .�' uRa j ° 0 STEEL 6AAS,WELD TO /. 'v' ,D91, D-2' AN17 ELEYAT1M �C Sf OPM Opp/
ONO2 2 )PROTECT/ON BA/P AT 6" 0.C. THE CGWSTiP[JCT/ON PLANS.
4 GUTTE9 Off",y 2- CA7rY OA SIN ORV9,tS ANp TO BAND AT /2O' (THRPEE
NO. 2 2 OR EQUAL P/PfC'AST LOCATIONS)-BEND STEEL PLATE 2. GRATE ASSEMBLY SHALL Bf FABlP/CATER
• • SET /N BROOKS NO. 224-105 AND wFL D. TO F/T CSR Of SIZE 02'. .
• )WAIVE OSP FOUQL. 3. GRAT£ ASSEMBLY SHALL Of GALVAN/ZED
coAlgr�eucr eA5r A�tA pel#ce AFTER FABRICATION.
OA55C 19* s/8"x b" �i�t1 VAN1IfD 4 GRATE ASSEMBLY SHALL DE fABR/CATFD TO
�� X24 CgTC71 A G' PA V/�� , ' • MA CH/NE BOL T f/T THE OU25/0E D/AMETEiP OF STANDARD JUNC7/0N
4A51N 8/POOKS 1 , • .• • ' . "►'/ �,�"x PIAM r r n/ BARST�PUCTURE SHAFT IF /Np/GATED ON CONST�PUCTION
b A P3 Q E /0 BANS.
No 2424 OR EbU�L S
(PRECAS7�).SET\N j •.I• •• ,' •'I. TEEL PLATE
N s l3R00KSN0.2�i2•l--/05 V . : . • I ��' . , ; � DR/CIITE RAE
\O TAILS
fRAMEOREQUAL .�• _ �„ \�• .• Q �� ASSE BLY PfiP E
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SCALE: /r•Z OPEN/NG FOR SMOOTH .b/NT.
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_ 4_4 00 .P,
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a
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•
FACE OFGU 9 - - -- - ---- I I _
0 1117-f 00p
4A b 2' 3 CO,vSrleUCT CA.4r AV PACE BAS I �'-6" s'-O" ANN. D2
�/ E ' M R.C.P.
' V $w 91,44t'4 .�/.5 .��'owAl. � •�"PG'C. SLAG S1oPf 7b A. COMMCT
,O
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PER OErA/L
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ND. 2414 STEEL TRAfFic &rtA7r SET/N
I NO. Z-42.4 -/05 FRAME g I
A� °0
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P� G.� GONG cu" ¢ C3UTTER
e V - ra •� G 'G rG �Ga �0 a� pf
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-
�I ELEVATION OF OVTFP CORVE)P
gspg7�01 �, G'.P If OUTS/DE EDGES EXTENpE� Q MA5r6C PLAAJ STORM VZA/,(A 42EV1-910A/
o a ti "� A55EI5 /VfcA1T D/57.2/G7, 7'9-/
DESCRIPTION OF REVISION DATE APP.
Cil Sr/w P1,ACE OAM
CA'SrIv 1G.4CE 's-4-se tax CITY OF RANCHO CUCAMONGA
STA7-1 ON X V A $ G P E F G H
1� /0 4_32.55 s• /O, .5 78 /oas.24 /084.Q0 1og4.B 9 1084 90 /085.24 /095.4-5 /08543 1065.45
/o f 32.55 /o' 5.29 1085.24 1084. 40 108 .E39 IQtO . 40 /085.24 /0a54s 10,05-,43.10,95-4S DRAINAGE STRUCTURE DETAILS
S MI•
12 +02.48 '5. 14, 5. 3 /0195./7 /o84.82 1064.81 /084 62 /085./& 1085-50 1085 35 1065-37
SECT/aiV A- A -
/24 0248 et/. 14' S. 2/ /O18S- 16 /084.82 /084. B/ /084.82 /085.. /7 1085.37 108.5.35 /085.39
> » 7 7 PARCEL MAP N0. 6194
B+ 63./6 .5. /2' --177 /Oq . // /Oqb. /096. 5 /046. ip9 // /09 32 /Oq .29 109 32
SCALE ' = Z Q + 63.!6 Al. 12' 5.28 104?7. // 10gb.7 1096.75 /096. 10q7- 11110-7,732- /097.29 1097 32
f
4 e. .40.0o /V 4' 5.48 A009-01 /009.z* /088.28 AoBB.33 /095.7/ A088.7Z /009..87- /1088.9Z
4 f.40.00 E. 4' 748 /099.7/ 19989.35 /�8B.Z8 meg. Z3 i085.s/ M99.9t /0".8Z &19,?.7C APPROVED 8YDATE -
• CITY ENGINEER RCE NO 23889
DESIGN Ai/� G�i/ RECOMMENDED
/?!B1 5.E'yo'4A2K e?L dl7. Al
WCAL DEPRESSION IL 53 54 55 DRAWN /A/E, GAh� 927/¢ SHEET
A:5 V/E k/ED FPOM STREET it . 16 _OF, 17
CHECKED E/1/O 2 / DRAINING NO.
-24-Bo
79 286
s
a� V
h 8 N loe5.49
v
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N
N 8sz'0 EXISTING GROUND
u = 70 HAVEN 1117. I3 TOP/RAIL N� v
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tit 0' ,tEXISTING GROUND
y S 0.0!_20
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S=0_a23► I 4.• I I I s=o.o'S2a �10�•� e� �p EXIST. TELE. DUCTS
p�•�'�' (APPR0Y. LOCATION)
.o I s6 v eil toTG=- ioz�ss tt. — — �ozG:2 T�3l.rb ZVO 60-Ae.c.P - �� k
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N 1` LOOKING EAST
► 1,o 1
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INLET STRUCTURE DETAloo
IL 45
PLAN VIEW N\ ;
/ FRONT LIPR
P OFILE
ALL ,e,RoxA.3v ,
II
�I FRONT VIEW
II — LOOKING SOUTH
c it/OT6 ;
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PL A G E ME"T PE2 C.O. ,Q.0. 57',D. btvd.
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• PLA�.i� V1E�V
8
ATUL)Cllc*j 5TRL3cTURs 0 IL. 4 I
a
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EDGE OF GUTTER ALUAMORA FOUNDRY A - tl5l PIPE
/ VENT, 4V LONG, WIT# DRILLED uOLES = �
.n J
`V CONCRETE ENCASEMENT, 6" ALL AROUND MIN.
� C. F. II36R.C.�I1°t .6 F. L. � 8
Q' CAST IRON PIPE
QMA6-rs e PLAw 0TOZA4 17ZAIAI ,ecV/510Al
4f* R.C.P. cm I + I WIN,N. C0 V E R8�� WALLSTVP. A 55ESSMFd/T DiST.e/CT 7 -/
DESCRIPTION OF REVISION DATE APP.
S = 0. 0328 _ -
. • :. . CORE DRILL
° EPDXY GROUT PIPES (TYP.) CITY OF RANCHO CUCAMONGA
7. 0' 7. 0'ft :
74' R. C. P 54' R. C. P - DRAINAGE STRUCTURE DETAILS
PARCEL MAP N0. 6194
1 APPROVED BY DATE Z- -
CITY ENGINEER RCE NO 23889
DESIGN k/1LL14Af4OW/44eiAwlV RECOMMENDED
T E L 4 2 lMe,7 S,c�,�q,P.r 46Z 1147 le. L.,y�it,Z,b
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MODIFIED TYPE A C 4 T C 9 BA SIN 61 PIPE V E N T DRAWN /,PV//,�/� �w� 9Z7�¢ SHEET
ZZZ _7 of-1Z_
CHECKED ,PC .AoV/ 26/ DRAWING NO.
24- 6o F/GE 4/O. 402-
71
O279 2 8.6
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If/C E EA ST OA /1,1A VE Al A VE', ?d 5. Oc It Ooc 9 T^` 5 T
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DESCRIPTION OF REVISION DATE APP.
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
24 " R.C.P. STORM DRAIN
PRr4A're Ay TE fA
MRCEL MAP NO. 6194
APPROVED By PP''•' 'i "' '"7 DATE-4--i
CITY ENGINEER �hd -sem � .- RCIE NODE SIGN TG i •''i ,f+ ✓ G,4rA /G RECOMMENDED
�; JG/A7� �..A
DRAWN o7� �/ i4TL.4V7 C. ,BLV•u. 5HEET
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