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.._,�_'_�� _1 ,� , , , , , , ! "" �,, 18' FLAPGATE
�,- - IF' TIHE EXTREME E�',41DS OF' THE PH' E LEAVE A CLEAR SPACE -10-- -0 - WATERMAN F-50
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I CONCRE"'TE COVER IS f`�EO�JIRED IN AC('��ORf_,',, i 1� � �/
C z Cll/' ll",�; "11%,
I r 7(",�I%l - ` -Ir ".4 OF THE SSPVv".,�, � f" ,.,,�, WALL TO MATCH
, ��:4,IBSE�l ON 306---Le2 1.111-,"
I i x �, I � SIDESLOPE I
I ...... �-�4, ___ ____,._.l____--. l_ ' _�� _,
/ I - � ( 1 7 11
� , ,�, D L ... � T - 1- I-1 I`— E, -HE PIPE LlAVE A CLEAR S P A C., E I TOP OF STRUCIURAL % , ,� I
� �� ________,___ - I I` -� '14TREME ENDS OF T 1 2 1��l 1�4 � ... - r� 12' CONC� WALL
I r I , I � �', ,,� " __ ' " � "MENT SURGRADC- q��
0J I � ,,.�, 12" 12' A a 6 ", A CONCRETE COLLAR IS F-�EQLIIRED, IF T11E CL -EAR S'P�ACF ! ___ (y WITH #5el2` 151
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rl:� � / , ) �,., ,� � 71-1 Al' f,'S EC)UAL TO OR GREATER THAN 31, B,U"T L E S S `F Il A N PAVL . \
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N E VV 0 RI I /___ �--� rl,� I 'S G tNCHE.','S OR GlRt,�-]"E'F� A TRANSITION STR U C T"Ll F? E -_
- - ll-- _ -y ", I F9 � "I Al _lq;Z_, I-*----
-_ �- '. .- � -, � 11.0 " -
r,� I � __ I t�Nkj . , I" 04 3* MAX. SIZE LIP (TYP)--
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.� -"j I 1 3. CONCRETE COLLAR SHAL-L N01" BE USED FC)f3 A SIZE CH-ANGE 0 N I " f , "_ 'IN -
Of 'l a, ""4 �, , "
F i, �(,) �lq f '1�� �v �A '.1 COMPACTED 951% I I
�', "__ /___ - "tw ,,,�,� ,,, � 90% COMPACTED NATIVE "', 14 tk
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"� I I I SLOPE OR FLAMR , _� , - " , v
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-44, 1 p � ,-- --- ___ "FOR PIPES OR ADEOUATE SHORING "" lll�, ev I- , 7 . 11, ,
I f ,4, 44. CONNEC ",� � '? .... .. ce. 711" , � ", �
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",;� W / A, 'NHERE PIPES OF DiF`FE'RE,Nj' DIAMETE S A [, ,J 0 1 N E 1) W t T'i , ., I I X, I 11 � "',",_ I
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" "
�, ", �, - / T CONCRETE COLLAR, L 4CD� T SHALl BE 1-f-10SE Of"' T H E � '' ,,C�,` , �9 ,�' ,
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I I � " � PIPF,'_ D=Dt OR D�,,, �,101 I CH EVER IS GREATEIR, "�.., " I Kl� . '�,,�,� '�',,,, 'j,", " � " � ,,_�,,
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. , le � " % 1� 57* 18" 101, � "QUAL T'0 OR LES'S T!,1AN ['� T'S, A N D ll�,�, `- - WITH #5@12,r i�ll, - &"".-v , I � -
� ....... -#/ I � ", , ll� __ __ _____ B. \AO -i E N 1) I S i �, , J(D I N 1 t4 V E R GRANMAR BEDDING FROM SEI EC TED < I .
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,� � , I* 1-4 A N 0 2, J C I N, S 0 F F" I ""'c' , . 2 1/2
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i , �,�% 1� - RIAL (I # WX SIZ, E) -, , " BOTH WAYS I-*-
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/ � � ,� 4� " " 6 O& 21 " Ir ll� G R E A TE R- TREWH TOE UATE ,
// / _,�� ,,,, 4 --- -_ -_ .l-__, �� I
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1, ,
l/ / / / . 66o 21 " if, _. THAN "72" SPECIAL COLLAF� DETAILS A R, E I � < � " CLR
/ "I "'-71 5, 1 OR PIF11- LARGER �l .., 1. CONC. CUTOFF ON BOTH
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0,4 ('�,,lo !,2.------j /I ---- iTl___ I 214 I R E 0 J I R E D_ "--",, . I " k SIDES OF STRUCTU
,
/ ` / .L., 24' -
�r L'11- I,---- ___ GRANULAR BEDDING FROM ,%LECTED :�l 11 I'll, tv 44 -RAP It, MAX, SIZE 2' DIA. ELEV. 1054.00
� 8
L_ 3 - 04 CIRCULAR TIES, P3, FOR PIPE SIZE NOT LISI-CC) i.,jsE r�it-,xr SIZE LARGER. � I .*ka V z 10 *AVERAGE SIZE RIP
�
SEE NOTE 113 TRENCH S" VA"K, rOR PIPE I 0,' , "I - P4 1 CLASS 'FACING0, ROCK DEPTH D100=130' ELEV, 1055.00
�1� �,,�l 1
7, RF:.-11,,,,lF'0Fl,CEMENT SHALL ("0NF0RN,I`A TO AS"FNI A 6;!5, ,'5RAIDE 41'.'), I ;,V w"z to
" " I OR (3REATER fN DEPtH USE '112 �1`
"" 11 D50=0,951, D10=0�40,1
CRUSHM SPONE BEDDING ----.1, __ X, *Wl'-, m.�
4
I �1lt I - � I -1 I .- Cc ELEV. 1053.55
,
'R C IJ 1. '' �11 ROCK SIZEi D100=200LBS, D50=75LBS, D10=5LBS
8, WHE'RE REINFORCING IS REQUIRED TIHE Ill I Al,AE "I"E. [?, OF' TiIE Clf 1-1 _AR 1��11, %_ I ,,.,t� i "I I
I IN A, � 1, I ��_vllll',L�� � �
YIES SHAt.l., BE 0+(2X WALL.. THICKNESS) + I ... � _. _-_ __ ! � i � i, !�,I� � � 41 1 � 11 I
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',,,,, � j �,)'p -IALL BE USED �NHERE TJiE PIPE DIAMETT"R IS � , �l A�l "I'll I'll, " � � �� , , , -� � i � � , 11 ��
, ��, � ,,, -A R,
9� PEINFORCINCi SI SECTION A 1H � �, � ��,,, I � t'� �; .
h, , �
. � � � I lllc� ��, � I � 4 �
111z�?;o,�,I�r, -'l A C E 5 ;; �_l 9 1 � �, � " I � � "t�
(%,.-, , <� , GREATER THAN 21" AND ON ALL PIFIES 'WHERE 111E SI , �� � I � .1- USE SAME RIP�RAP
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-
-----. � "" -3 ORM DRAIN -, I ", � � I � �, " "",", , Yx
= . - -----.I- _ - ... � B ETW E E N TH E E XTR E N1 E ENDS IS 3" OR I-ARGER, ,7 NTS �� � �, � , I V,", �,,,,,,;� "_),�,�J�,x, TAILS AS SECTION
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\ ", 140 , ,ky / i J 1" I , " 0"',�,� "' 1,
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N 0 "I "Ill CUT NO, I �� PIPE NO, OF x ,,,,,,,--- � I", " �` �
11 _ CiRCL)LAR TtE,S,, 1� 30 ,y, �1,1��!A'14'1; 11, ll,�
,
11
c. __-, __ 4 / /�-,,, 1 " TIE � � 11 li�� 1� � ,� 14� 1� ll� �� "I 1) ELEV. 1053.55� 1 �
L 1 N --- ,, DIIAME]"ER i CIRCULAk �', S ig I '�
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,op' ,� ��_, ) I N 0 TES: ) � I (",�,-",' I I
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V, _ `___ � 0 -,- " -1-��-�,�----�-.1--�..--��,-�-�- ___--_____________-1_-- � , �,� �&111'01'� l ,:;,�!`,',,'�-� _1;1�,��,`
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I � � _ I � 24" TO 30" 3 TO TOP OF P1 , ZONE - q, �, i i � " �� � , "''k, , I
, - I � --111- --1.11- ----1 . � 11. 1-1 --1.1-1- -11 � ,� , � � r7 "Ill �, " "_j__.\\%,
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6-_._-l. 0 21 # 0 R L E,'�,', S ' 3 1. TRENCH MDTH SHALL BE CONTROLLED 0; ,
� -, � - 4", m,"' �, � � , I I 1, I `� �,1�1� ",
,� m �� �:l I � ��,�, ELEV. 1046.Z2
"'
1 I "Ill
i7* ��,, � �� � �",
I I
, " 3 ", TRENCH DEP-tHS OF GREATR THAN 5 ' � , �l - -
9 0 6 ___ �", /' IN—' �el�" / \ i t I., '�l 1 3_ " TO " 4 j 7
N O'� 2 _ _._____'__._____ - , �� I � � z 1�7, ,
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/ �V,-�-!�,�' / � j�,�
11--1 ---I- __ ___-, __ � 11 t__.,�, t" � ", ��_5 � 60p ) '72' 5 1 1 �� � � Y I -
:_� I.-1--1 ------- �...�--�"-,------,--,,��.,-.,"...--.,-.�.�..-,-�,�-,-,�,-", J ��� �! � � � '11, "� 1 _43_____�_,ll'l
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11 11 ; I , � ,� �l �� _7__7_+_%= I 1-1
\ / & - 11 `� �' J� CIASS 11 AGGRECATE BASE ALL, TRENCHES ,I , V
- 11,
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% , , � ,,kf:,_._" WHERE 741E SPACE BETWEEN PWE ENDS EXCEEDS 3", T'HE N(JNiBER �: 4', I
' 4 �ll '__ , I , � � I 11 I 1
�4_�� _1_n*.�z -4 ;_11
�� 1_%. -1 A I -_ AS ED TO MAINTAIN AN LESS THAN fOO FELT IN LENOTH
I C U T NO. 2--V . , _�-1 OF CIRCUt.-AR TIES �,.;f -L BE INCRE ELEV. 1054.00 RIP -RAP
I , APPROXIMATE SPACING OF 6" OC�
I I 11MI- I / i I
611 'M �
-"l I / 1
3J4 (010 -0) -_77 � IERE l'I-IF PIPE IS 21" OR LESS IN DIAMETF-,"R AN IN'TE1,31OR F"ORM -
I 10� Wl ' NOTE ELEV. 1055.00
,
/'�'----- INTERIOR SURFACE OF UNSEALED SONO -TUBE OR EQUAL SHALL LIE (JSE[_l 1`0 PROVIDE COMPACTION SHALL BE ROX W ALL ZONES
DET A I L " Am (SEE NOTE 10) A SMOC)Tll INTEJ'�10f"R, J()J,JT� THE PAPER F(.',,)RM NiAY BE LEI --T lt�,l
____�__ o.&llft-l.#m--o..%-" OF PIPE [`)LAGE (SEE DETAIL A). WIEN TfIE PIPE IS 24" OF,', LARGER A UNLESS OTHERWISE SPECOJED. TRENCH STABIM ELEV. 1053.55
SON TUBE, OR EQUAL., INTER�OR FOPM
____ _____ - _________,_ RIENIOVABLE �N'TERIOR FORM SH,,ALL BL LJSED 013 1 -HE INTERIOR SHALL CONFORM TO CAL -,-OSHA REOUIREMENM
� I JOIN'F SHALL BE CONIPLETELY FlI.-LED WITH NIOR'TAR AND NEAT'l-Y
� EL
"
C()'T NO. k SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANI,,— DETAIL "B" POINI )�
VERSE PLANE., REVE'RSF ONE SFC'Tl0M ANU TAPE BOTH SECTION$ SPILLWAY DETAIL
TOGETHER FORN41NG THE DEFI.ECTION ANGLC k TYPiCAL JOINT FOR 5 -
-
rUT NO. 2� SAW THE TUBE LONGITUDI NALLY REMOVING A S TR I p- REINFORC,ED F,j_N�f_il�iEPIPE TRENCH DETAIL NTS
3,14 (DO -D ) INCIIES WIDE ON THE SIOE OPPOSiTE THE OPEN _____ -
JOINT� BEND THE ENDS ' OF THE CUT TOGUHER AND INSE-RT ON HORIZONTAL 3 NTS
1"HE TUBE IN THE PIPE� ____-___
CURVE
--------�"-,�-,--------------�---�,------,-.-.---.�,---
AMERICAN PUBLIC WORKS ,ASSOCIATION -- SOUT14ERN CALIFORNIA CHAPTER ---�--�,-,�-,�"------�---.-.-----�-".��"-�� . . .... ___,_________,__.___ ' .-,---I--
_________ ____�__�__ __��_ _____ I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
PROMULGAT0 BY THE APWA-AGC CONCRETE COLLAR FOR RCP STANDAPO PLAN ! 6--�----�--�-.�----�-----,---,---.�--"-..�--------- _"______
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JOINT COOPERATIVt COMMITTEE 380,-1 i CONCRETE COLLAR FOR RCP 380,1 1 1 1 1 1
191.42 12 INCHES THROUGH 72 INCHES ! I I I 1- f " ... i'll �W_l 1, � I 11 � I I I
, �1'44'16W%4N��_ I I I , I Ow clWlikAftJ,*0ll,_ I , 'FOnvlt �, . .. ..... ......
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"____ _____.,______ , lok"04 , "" ,� " � � I I fl"!! �"f"''.""",��""��'T"�"",�'-"*�''R', "S';;:"`�'�'� �
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WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF2 ---1 --- l__l__._____--� , , x I , 0 1 ,I N � � �, I- "' �,p , 'tu r "P-lill ,� m R" op, -,
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