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1987 - El Camino Real at Palomar
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I 11 I I .1 I � Ilk B I i . I I I I 11 I I I � I I . . I � I I I I 11 I I I � I , I Nwov Z) u u 0 � " I I I -1 I I l I � I I 11 I I , . I . � I . " I I 11 I I I I I I I , I I �I 11 I - I I I I , I I ' ', .1 I I I . - I I I � �1� I 11 I . I . I I I - . . � � I�, " I . . I I I. I 1�i I I ' ' I I I I I . . � . I I I I I I 11 I I . I �, I I I � . I I I I I I I . I I . � . . I , I . ��, - � I I . . I I I I I I I I I . I . I . I I I I . � .I I . I I I I � I I � � I I I � -.- I . I � I I I I I � I � I I I , I ' ' I I I . I I , ��l 11 I I . . I I � , I I I . I I I I I . � . I I I I I . I � . . I I I . � I . I I I I � � . I I I I � I . I " ,I . I I I � ,�111,� I .- / I I I I I." � I I . I I I I I 11 I I � � , , � I I , . .I I � I � a a I � I . I I I . �1_ . � I I I . I I . I � . � � I 1 � f% t POR" 0` J ECT MAP SHEET INDO' EX . I L E ,G E N, D. 11 ' � . I I I I I I I I I 11 .11.''� �1� I I .1 11 ,z I 11' ' ''I I I I ' ll 1 -1 I � kle' ' N E- R 'A" L N 0 T E �0:3 , I - . I � .- I 1, ' '. I I , I --M.N. I . I . ' ' I 11 I i I , 11 I �11 I 11 I I . I � I �l I I I I I I I � I I I I . - I I I I "I I I . I , I . 1. , I � "I,. I �, I I , I I I . I -, - 1,1- - ,,, 1, � I I � "I 1. � I 1. I . 11 I� 11il- 11 11 4 --,-ll � I � ,,, I .1 � I I I ' ' I � . I -1 , _ I � '. I I . �l I I I' ll .. � " , , I I ' 11 I � I . . � I I I I 11 � 11 I I I . . . I 11 I I I 11 ''I I I �T;fQ-T - ' . � . " ' , I I I . . I � :�li, f- � �,!00' )W, NSTRUCTION SEA= aZ STARTr.DW, l � . - I � 13.,,ALL FRESH CUT OR ?ILL SLOPES SHALL BE PROVIDED WITH I I I �l I I ' ## I , U PLANS APPROVED,I - E I . TRACT' BOUNDARY. . I I .ww&wx� I 11 1, I I I � I - 1. TRACT 1583 TITLE SHE T I I I .1 � git'THS'.CITY OF�AT,ASCAD9R0 ENGINESAlt4a, 'DEPARTMENT.' Titt,'CITY � , � EROS'fO0 COR E . � I I I . I I I '' I I � 11 I I , �, I I I I - ., - , , I � � I . � I .1 , I I I 1. I � "I I I I I I I I �l I , , I S . . I . 11 � I I . I I . . I- , . I . � I au4iNftlall`�1�tHALL ,'NOtIFTED AT ''LEAST", JZS�,?RIORT-0- START I I I 11 BE 1 , , 4OU , , : . � 2 . EL CAMINO REAL FRONTAGE PLAN I RIGHT OF WAY Ll NE I I I 11 I 1 ' � ' I . I .� I I.. .� APPROVED I � - . ' - I I I � , - . , ,�,,�,�"-i�",�66t'',�-T-R".,Ct:tqt;.', ANY...C014STV,,UCTION DONE WITHOUT� I 11 APPROVAL. I I I ! a - 4- u , � . I I �, " I , , , , I '' . I I � I I I � I I " I ._`� � , I z,1, � , 11 , ITY ENGINEER WILL BE . I .1 I LOT LINE I � I , �11 I I I .- . . I , 0;tma,,�Opt,ppam "l0TIFxCATT,ON To THE-d � 11 -1 3 . UNDERGROUND UTILITIES . . I I � I . , , '1;1� ,A '. 1 1 r , I , � � � — 11 I 1 I � . 11 I I I I . �, -okitC�* b ND, WILL BE 'DONE AT THE OWM'S AND/OR , - . 1 �� 1 I , I I . mw��mum"m svpwmw , I I � � I I 11 I I� I.* ",I,:-C- '. �1:� ,� I I li I I I 11 I AVA � ' . � . I I , �I I I I I . I� . I I I I., -11 11 . I I ,�',;,�'�,,��Ow,m-_ co I S,RISK. I . I I . 1 . ZLABLE RECORDS AND�KNOWLZDGE. THE CONTRACTOR HAS '"HE 4 . UNDERGROUND UTILITIES EXISTING SEWER MAIN I , I 1, �, . ''. ) ; I . � I .I ". �" , ''. I � I . I I 1 7- - 11 I I I , � I - I 1� ,I - I I I I I I I I I I I, �,�: I � . - I I . . I - . I � I,-,- - - : I - I I 1 5. UNDERGROUND UTILITIES NEW SEWER MAIN , .1 11- ,� 5 - . I I I I . I I I , , I I Z'2, "' A"� �C691��, UCTTON WORt AND INSTAL I ,ONFORM ' UNDERGROUND UTILITIES AND TO NOTIFY THE UTILITY COMPANIES a I . I . � . dW�� 4MOMMM"I"�� ill , I : ,: , �1�)` *I I?6. ,LATIONS 'SHALL C I � -I , . I I I",""�I " , , . -1 .1 � I I 'y ,i, . I 11 . ::� — ..-, I I I I ,.� ' ' �', . � I I I - . -1 - I - I I � I . � . . I ",-, . . 'N OBZS2lb STANDARDS AND �l E RK --I-------- I- - ____ I -_� , �. 6 . TRAFFIC LIGHT PLAN EXISTING WAT ER .MAI N : , . . , I TO', THE' d 6 Ul 1,T Y OF SAN LUIS I ___�� __ -— 11�,��,,�,",, " , , ,-," . .. I I -1 11 � 11.1 �11 . -_ ,_1 ''.,� �� '', , ,,, , ,�, , " ,- . N I I � . - I 11 � 71,,�f'.�,_ � " - -�,,,��' I I" I . . � I I I I�� ' ' ' . . 111.,,1. 1- . . 1 "'f I - cb "',���,����,��,,��,'�����,,,�i,,i, "t, - .,-117".", I I 2 I . . �. - __� mom_"" I' ll I "I I I , � 1 �'-tl,� ;", , ,�,�,,,-��L;� , ,. , ," ��� ' " '' ; 11 , I ,,,,�J, 1',�",','��,,� ��I, �� �__ I , ;, , - , ,,� `,,.� I ;i��,�, p� ,�!-g;,.,,,,,,,�,,��,,� I" I . I . I � , " , ,-" �c- I -11 ,, I I, , 'i""", ,,',�i; 11 '�I ll�"`,,�,`$�,'�?,I'�,-," 4 . I I t'll, , ,, ,,,,,-`,,,,,-` I , � , � .. � I ' . .11, ,,', v,c,� '1�11�� , � ,i , ,�, g- .��,,,,,,:�?�,,,�,,,�i�',�'���,�, , 1'1';�� I . . I - I I li,,i,lq�s�,,,'�r,",�,,���"""�',,','-,,', ","", ,11 , , m;x,.,',,, ,,�_�,, 7 . DETAILS R MAIN , " t, � TONS I I I . I I , ,c ,� I , , I I 1, ,Slk-61 il,'C-Atf �, A14D ALL WORK SHALL BE SUBJZCT TO THE I I .- � I . �ill , " 11 ' 11 I I , � � I 1, I :.1 , 1, �'l � "" I I I I , ?g,,-�,,�� ,,,,!", . � �I � � , I I I � - ,� 11.1 �, � ��,l 11�1,,,, � 11 � I - ,i_, _',� � " I 1,11 � I I I .,. " I � I . I . I 11 11 I I I 11 �� "--I'w � .�iw;,� �;, ; � I ", " ,,,,,, -OF-�40 6 a*....0— -, � � � T,�,,,, ";".,� , � , ,�.I'll . !_,,� I .11 I .1 � ,"�,c,;",`�`,'119 , ,�,, ",", 1, I � . - I I,11"'u" ;,", I? I I �1, , �I, , - EXISTING- GAS MAIN. � I I , I I I �-,N,,,�'A" � � ' ' 11—� ,� -,� X'�" - ,�',` ,,,,, , I . I 1� I I _lZ lq�lll' _ '; , '' , `4,"'��,,!,""�-, "', � I 'CITY E INE . I I I I I �, ��i4 " � -,,,,, �,�i�F�,,,,,,'�,�� ,�',`,,, , - A, Z BE THE RESPONSIBILITY OF THE CONTRACTOR TO - , ,,,,,,,i,,-- , ""' ,,i� �,,,5�,�,,�,,` i ,1�,,�, �4, ,,,�` .,,�, ,, " - �,i� ,,, �. ,,�,,�,,,,�����,,,,�,,,,,�,-�-,�""� ?"',I" , ,, � LOF T IS'. IT $HAL �, ,, � �;` I , �4p,P,,ROV - n NG ER I , " I ;, $�� - / I � , / I I �� _ �. ,� I 1, I I � �l I I I �, I -v,' �11 I I . - 1, I _� - I � "t",�, � �, , 11 � , , �,�� � -1 � I I I � .7 1 CONTACT "UNDERGROUND SERVICE ALERT" AT 1-800-642-2444 FOR . �" �,11� , ;�,�� vm� I �� � I " "I � . 8 . DETAILS . . � I I , . . � I i�,�', , , I � � � ,11�111.�',l I ' '_ , �,iMe I � . I t 11 � , I 1,� 1`� 1 -1 , �, I � I . I I I ,� I I � . I " 'ERp GAS, OIL CABLE TV, AND TELEPHONE I 1;I��i2 I , '9 . " � I I I I, I I— I I I E COUNTY If, 11 � ' I I I , 11 � 51 , 41, � - � �� �. ,, 3'."' ,S011,S' TESTS, SHALL BE bONV IN ACCORDANCE WITH TH LOCATION OF POW r ,114"I", 11 , 11 I I �, Lj I I / I G I 1� 1'' . � I I I � I ' ' I , � ,"�, : I , 9 . DETAILS . NEW GAS MAIN 7 1 1 1 1 � I I I � � -FICATIONS SECTIONS 11-351.1403 AND � I p ----... ___ _f"f,,�, I 11 I � . I � , = U , � ___ - ,`,��_": I I I I _ _ " ,-, I STANDARDS 'ANDSPEC I I I 1.14 1 7;,.,,,�____ - " "I 11 I . I I I I I I I I I I I �� "T.;, .1 . . I . ��". "I I , I I . 1 . . I I I I 11 I I I . � I ,;; ' '. I ",� 'Y" HONE CONDUIT --- T --- I", I . ,� � I I � . 1, I . I �,, I � I . I I I I I � I . Ir ' ' I � _�,,�' .`f ,�,, ,1',;,�' I , � �, - �,, ,,.� 1� / � 11 _�� � � I -0,PLACING, MATER,TAL. tHETEST RESULTS SHALL CLrNAALY' I LOCATION OF ALL UNDERGROUND FACILITIES. I "i 1� . -���_=;;;=�__z_-- 11 I � ,,, " , I ��i I I . � ",-1 �w�� 11 I I�: , , I I � 11 ` �, , I I , , '' , I I I � _ , ,',I,,� �. . I _ � ,� I — ��, _.__—- I � . ��, 11 .11, I I I" I ----- .�l I, I :� I I . � �I I � ,��, , . ''I", I —I , / . I I 11 , I I I I - ",I�`,� I . I ' " �� 11 , ^ I . ,*,,,,,i,,",;�� / '', � , ''"', - I 1 it-3,51,14,04. 'ALL,�=STS- MUST BE, MADE WITHIN 1 5 DAYS PRIOR, RESPONSIBLE FOR CONTACTING THE, APPROPRIATE AGENCY ,FOR , I , \ I I I EXISTING TELEP , , �k . � INDICAT , 1 .00ATTON AND SOURCE OF THE MATERIAL. ,l I -- E I _ / EXISTING: CURB $ GUTTER I . . ,X,T JE Z I . --- - �� �'. I � 11 � 1� . .1 I . . I I - �i;'l / . I � �,I- I I I I I I I � � � '' I I I I I . I 1; / � I � I I I 11 I I I " I . I I . �I . I . I 1 16. "ANY ALTERATION OR � 11 " / . . i, 1. ��'. 1, I I I I- I . . I I ��l . � I 11 . I I ;,,,li,,�A" I � - I I I . I I -1 I "",���i.",;�; "', "" i, � I � . � 1. - , , I I I I .. - . I I - � � 11 . ADE MATERIAL,AND � FACILITIES WILL BE THE RESPONSIBILITY OF THE DEVELOPER. :�'ll 41':, / . . NEW CURB $ "GUTTER I I ,� I I" . I I I � , . � . I 1 4'4- "'COA N $US'GR 11 - I I . � 11 ,,, / ,�l ,�I� I I I I !, � I � I I � 1 � 11 I I, - , * I . 1. . " , 11 I I I ''I'll" 1, 1 I ,� I I I I � 11 I �4:1, �,,�� .", 1. . � I � 1,111, I ,I ,�) � , , I I I I � I , � � � I. I mk�l P D AS' SPECIFIED BY THE ENGI I & - , �� . � ".11 ���, LACE I ,NZER AND As I I � � I I / I . . I . I 11 �, � , . I � .. ". , ���`,"�� . I . UTILITY TRENCH I _j_ I I ,,� � I � ���' . � � � I " � , I I I I I � I � I I " I I I I I � .., , � . ' I I 7. PROVIDE ONE FOOT MI INES "I " :�� ....., ,- I I - , -SLl' DATED JUNE, ,1187 BY' , I I '' � I I I I . I I I , I � I . ,-� " � ,"10,10TtINZO I'll SOIL � 1, I I I ; ��1'11!1`,f,��,� R � I " 'i / I I I I ",, -, ," . 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I 1, " � � _� - ''I I .1 I I , - I ":�'�� � � I � . ��, . "I I,1, �, I i I I I �� . . I I � I �1, I I ,� I T�,�,`;" I 11 I -I . 11 �� . ., 5��' SUIPM MA,- ACTED TO A RELATIVE , . CURB,' RETURN 41 ' RIGHT STATION 379+03 EL CAMINO REAL, US & , I . � 10 � I t'' ' TZRIAL-,SHALL, U COMP I ;, 11, . I I � I . I I - I :,�'�,,��,, I I I - I . ..,', .1 I ------- j NEW SEWE' R� CLEANOUT ' I I , ., 1. , �, . I I I . I � I ll� �' "JON OF '9�% IN TAE�10NZ BErNEW rINISHED SUBGRAME GS DATUM* . ""I . . - - .. / / . . . . I � ,,,� I � I ,;;14PA&TZ . . " � . -_- . I I � �l I I ��,�, ,,, � l . " I - I � ,�, 1 . � �,�",,', ,,� I , I I 11 I I .1 I � � ' , , .1 � �,-,","., -, I 11 - I � � . I . I .1 11 I I I I I I . - I . I -1 I . "" I : T I I I � I I ', . � =VAtTON,AND-'ONZ ,�13SLOW. ALL I I . �:l I _______._!" , I MATERIAL IN FTLL � I'l", ! - - I -.1 I I I . , ,FOOT ,�!,:� I -_____ ___ I � EXISTING , FI R E ,H YD RA NT , I , . - ,� � , 1. I I ,1��, " I I � I ' � I I I . 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I I , �� . _'14, I I , I . , - -, , , ,A' �BASZ PRIME COAT $EAZ, WILL, BE APPLIED IF DIRECTED BY ��c- ; � 1_4 1 . . . . I .I �� . . . , I I,, ,''I I'� I 11,� I I � � 1 7...*� , , A�'� 1� -�' Ili . I I . I I I I � I ��, r I-I�- I I � I . , . . I 1 I �, I� � . , I ..�ll �,� I ,"� .1,"'.I . AV4� I . I . I I I . I I � I I I , "I I 11 A,�� I I I I I 1.1�I ,:THZ CITY ,ENGINEER. � I I I � I I 11 1, I � — I r . . I I . I I �I �l I I � I 11 .1 . I I'll" . I I I E_ If, . � . . I I I I 11 I I I I I R . /' I I I � I I I I I � ;_��,'�, I I I I I I I � I 1� 1 . I I 1 7 - � I . I I I I I I ` a �'!�"�'l . 11,1(r.0` . 1. �. I � . p I I I � 1 I I I'll, I I I '-.Ill, � " - rl , I 11�� 4' '� ANI-INSPECtION �AGRZZMENT IS REQUIRED.PRIOR TO THE START �,,�(",-_,` I I N,,;, I I . � . . , . I - I I il, �__'I,I , I 'a , I " ^ . � . I . I I � I I I I I , �, I : i", , I , I .11 �-:,�� I 11 �! . � I I I . 1� I I � . � I I , I I I . I I --- A#"�"j'!'L I . 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The Co o 4,Z N- _N_N'+ r-i mooth, clean line in the location noted on the plan and profile. Cutting of existing' er or by means, other than a concrete saw will a cd along the 7' n T':; -- . . . I, - . ---t - — ,""— - . I 1 ot be allowed. " he new, p' --4 6. A 15ade ,prime coat seal will be applied if directed 'by the City Engineer' . -SAWe4lr ZIAI,6'-6&E o ne(,Z ZZ 64,0141,0 381 90 A 9eA 0,6' XV. OCA TIOM -9719 374 377 T EX15r/O 0 r.5,r"A _y r _y 6' 30 71 R&6q 4 AWc-L.I zc- To le,rIKOM ARCA AOV" ax/OT A4,4 A 6 e,140WAJ- IDE CA 6T A/9 CVII�Ve n A TA&7 126, 21�1 04 00 4,41 .3.D& Ila rIV1517-10141 )01 &.7&65 Ar AIOTC-: AIC-W PA VIA.(6 0/0 PX LOW& 150 4t> ?. ?(a 7.66 C_/O Z.00 '5 - 09A L N07-VIVC-A 7-OR, 9-90 0/' .4& !,4 IMM) IeAe WIT?�f eX157 alp 6P/01 1320 N[P,'OM6'STREET'ELECTRI'OAL,SYSTEM REV115WED BY. 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I. .I -I--1 I L- -,- I A.jU FA444&W Wf" I ' .11 110. . 0 0 V� b-.-Ot . -WAMI? MAI# $5 X )W1_Ai7W COMPAC77ON , - - I I i .4.-1- - "I I I � ISO 3100 5,370 21910 1,47* . A&-*m tzp-A_5 � f I I I I I � . I L I �. ==*!:W"UM. , j1A_ I , , "�*-A, wkwAaw"e,�:., - . I . . I I . . 200, ----L 800- - 1 5.322 1 �- 2.510 .470- SMP � . I 'ELAN " I _94-LOO V.-F4_0 80680 4,700 2.300 - I I I .# . � "I ,-I- I I— I I,=t 1 ALL MATCXI.AIJ�b A"D 1IN5TA"TIC44 tMALL COMFORU I - QM a& . 1� I __ �. rl ..*:,i wrtu . I � __ , " , . ., - �� ,�.'�t� � .- .- . I "' ISO "Sea %1."40 S.044 I 2.350 AFMICA51.9 INECTIOft OF T"M IZA,Q WO .1 . � -I I . I I . .� I P.-10 _ 11,�:... ... I I � -A*if.44 . .. -'.. 4 .4 1 200 6.580 9.300. 00ttea coullImy OTA'UP&RD. MW L MRA L � � � .I 1. . 1. I a. . '.at -, It 11.4.�, I .�4 f __w_T0_ I I I P I I . StE om � . . -1 10 - a 9,380 13,270 ?,--- ..__ � --w1vMrE I -Ora s"y I : X11 I a�040 - � 2.590 5' 1 . . �_� I I I 111113"OK 00"CO. .`,.��-.;. --rl-.:- ISO 10,750 13,200 1 8,240 4,170 lu uqpo.t= A=L6. PROPawry I 5ELOW Cmxtxu- 8ORO1 A , I . our"016 � ..I . - �. - . let, .- i it 01. -_��j 4*'- -_10"Ir=�r 4___ 1 UNE A � , . . . ;I ,; i .*19 . *11. - I 11 � ,�. . ___ 100 _ - __10-790 __ - 13.204 5.2jg 4,17g I t&PL'.1ze 10 �_ - w I I � I I I I . wa.W--, �. *it ;,2 __3_ _________18_166_Q 10,244 1$1170 rMs INKTAX bw I - -11, � 90% RE"ME COMPACrION 1UG TICIWA ilk I I .i I � .,If .� A .Olt % '...,- ,*1.1 w- � L2*-100 __-131 io * . I;t: I . :� . i . "I I " so A" - .. 11 W-4- �4 . '4.. I - 0,61ow"kLic /� �Ft-CowcArM . I 1!AtCMtU*T6. . 0 -.2-03 1 1 a . I I � I a I I - I I, , " a'- I IS* 15,310 21."O 11,720 5.940 CiAte> ."i I I 11 �* . .. cc I I I I 4. I jl��-11 " I " - - - tz*----i CLOO /,_61 M/M. I f*0 of rwe I* Zi I" V) a,*��'It ., *. . I 200 13,_310 - 21J40 ____ ,___ I li;-zag 1,"a I I F)II-VeM&W 2 _I- - '. � . � - � %--.0 a. , * . 4-i 1 'O. 0 ., I -- ,� ., . .. ,- ,_ .. w t -100 17,930 --13,350 111111 - __ � - , I BACK OF CUR$IFAG9 FINISHED GRADE , -,,o x . I . ", 1b.1' !I, . 0,V, � - .. , ': . . 4 14' 13,740 46"O ---I I * -, . I � __ I . ; .,4*..* ,.15 � . ,-t I , . . . I . G. � --- --- I I � ____ -_ I � A I I I __ 1.- - , - IS: __ .. - _ _____ ___229 20.770-- ___ I � , 13 A 910 8.*40 . _*� . I . ., ... I � i, - - 4 ; -- * . - I� - - - jig - ,_S WAMN MAI# I 112*Lop I . 11 _.Iw , I I r.40NOU" rwaosr - -I � Riumyww 16"-106 2: ,�21 a 33,820 17,480 90000 4 A-AwAt M011j,laor A Ck-i � I . � I I I 4;A *%"*N4 OWWRIER�A�44w . � �1 ISO 20,770 29,364 15.910 810" I . I - _____t , I f .'.'.:#, , _z: "-L � � Fuws W.'s; I . I i ISO 261880 38,010 20,590 10,430 1 - --- . . I I I � . 200 a QAft 70 ft 11 .."... �-.,....�.- � I A&I Oi=11�� .0 . M% RELA77VC COMPACrIolIV o ,:. � �.. 3*OR 4*DIA.MIRE I " W4,64 Pa. owrm IrISSINIC14 wl fillso 11 12 22,522 __ JR.432 =10"I'leg th"M A&"U CC I �., . :':*�. ," � I . 11 zurmt$zwro" � *19W Uw __2nl__ 0 , J=---ld&Q .1.4mWAU UA= - 1/4-,FT mim-stopt I . . . I � I I Is .eoa 4w 1 ? # 2 M4MQCTykVz11_4_* ft"Mcx� . _. I I . . . ., . *' ' - ,... ,.,... I I . 4 - � Ile . t t. . . I "MIM �0 .%., i . � � . . � � I I . -;%WoOrw 4=I � I I 4LA" 0. 0046. . . . safe learjAg IOWA I =Z=:::�__ 11/0 2 0 FCW - Scw_ -4 URAL I .... . rcr,,-MATERVA4.o.:, .� I . �, � I � I �, 11 I . I I I o" WINIVI i .61t, I& ,= .1 .7- _____ .. 11 . ,� t I I &AMA 40 Tw4wom . I,f&*A mjm�*,-" f. � I I I, � 1. I 11 � I . AM in lb./sq. ft. ''I . �T,Te:& . .0..j..4w 1 1 1 1 1 - I .11 I -=cz Awpeftry- . 4111 4614. . - �� I .� I LINE I I .. 0-- Is .1",4:6.". .'.�.- 99019 I I I I I � � f_� I SO* -I- , . If . I.. .., %'. . , . '. I . .1 I , I. .� . 1 84"40 770LACM , 1004 I .dOAMRAM0N1gDI4wALL4x .IPiiqQ,OCAC4Ih4-) , t* I . . . . � � 1AAAW , =3 I � .1 . 76 KEIAT11 - C I RIES I I I . I . � sa" 01" gravel. 1500 CLAAWZMX-f;r� V COUPLIt4sw Ft;, I . V,i - iw W mow It- OR s- � I I . I 1 4.1.TO" 11011w. A=* , ly/It'r-rift) - r-/2* /,-$*Mw -' -t. . Mow =I%tx � . � "' $0 OW4 . Sam =4 gravel Qesant*4 vith clay ..q0*0q.##0*q#**q0*...# 2000 1 nk9m, I r 1,DRAIN$SMALL BE,3-III414 DIAMETER IWIPES FOR 6-INCH CUR&IIACE AND 4 INCH 00AWERPIftS FOR OHNC111CURS FACE ' . . I I 11 I I j� Mt" . Wa.10' $No VAAIC* I - -1 11 ON GREATER UNLESS OTHER SHAPES ARE A#Pft*VED By 1116 INGM I g4R. . � �, 1 0.4. 61,450w I . ,,, mOT AppLCAMLS = A' 04 r.'VAL.VjiS. I -11 Di A. OF IMELL WiAE)4 I IL I � il 1. It-.-- '." .I I,I I I ANP IU*TALLA`Tl0W S544" CMWR=M WITN Uawlat DeteraLtA thmat block we* for W bead tu 60 cla" 130 pipe -1 I J# �_" .IsWAMR NAIN UCA'VA*MD 114 2 AN"***-SO*,UNLESS OTmERWISE SKCINED , 11 � . �� ''I I ta- A= 0=1090 00 T" SAW 1AX5 05t5M C=WYY 1A aww. merrR --- I 5T ao, DME91510M ROCKY M mu"- I IKE NUmBER of PIPES a ANY,LOCATiow$"ALL NOT EXCEED 4, 1 1 � I I I I. . ": I I OtA40AWS. ,Srop . 4=14 1 . I I T I . I I I . 1, ow"Mit" . - I'll I . ALW= Iltroaxtaxe - ISO plus 30 (ts*t pCosouxa) - 200 Pox from Table I � leveh"Iew s4h6 I I Jw Mn _101"T5 I . I I I � I 4L.I.W.M.0 . ... I 1 9.3N lb. foc 100 ft% 18,600 lb. for 200 11`41.111aari" Cap"Ity pwftm 1 I � I L I I I . I I 'L 11 I I s 04 lb./sq. ft. 18.60/1000*18.6 sq.1t. U14t _�, 7 I Stt,SrANDARD SPfC1nC471tW$ COVVING RACNrlU AND . I . . I . I � I I I � � 06TAIL. I *TA,6U I INALL If SUP92560650 WWIN TI42 A4TUAL SEARING CLAPACITY OF THE 3 -4 rfi*WM)V0 OF WATM AWD S'"VR LINES MR AURMER I I L-4 !4�T-gl" NYMANr I : 11 VErAlt$ ANO Rf0UWUf,VrS, ' I I .�., . I � 'L - 11 $Olt. if WNOWN FRO)A $OILS ANALY616. . b = � . ", I � I wamrok I � � , IV" 4 4i� � . I �,,, I I I I k ill � I I W We" ZM'y A�*W&P_jI"1QI -Mr. RP.QUjjkWAeX'Tb Of A.W.W.A.I. - "51 1 . � � . MP4 IrMPA"T WALL ex.11TIV. Way OR OW-T-f ft F40R MINIMUM FrM. --- _J: , NOTt t A L41MIMUM OF 851/6 K'MXTVVF. COMFIAXTIOM MIMMMD I I I . L I . t"QIoICA,T!6k6 C 30f, AND r-1505- AND V%LL U.10 ?4ZP_-T.'MIL . c4!E� #V?V. ALL &WES Aff SrAAVAOPV MfrV #0Xf$. IN UM-WCAMAY TREM" W"EM 140 tRI?t�CWRO_15 'M M BUJI.T � I I I I w OVeR TRr-MCR- ZF-VIRUCTURrA RtQ0REw%T4 ,M1T FOMV% BY WF_ FIFM Q1'b'TVk= IN Wlt%%�.Ii . mtwx tirce qvkT" VAi 5 Afft "ro 50 5UILT OVLrR . I I I I . .� IML�IM"4NIL"ILM ilu UXAITTLO. I I FOM 114 A" L;T I I TRew-H I uibl! P.ewaNe comflACTIOVY-5 5wnw OVA TMIXIA I � 11, I 11 . L L I I x il4��-srArmfino foL 04Mw-SL9WXMk7t4S MAN OC AIAVADW Vr na I I t)EMCE IMI:YTALLA'71014 LOCAMOM . 5=10w A%ecwr-- I � I . I - 40UNI"(ew-104ftm. 1 - I- I ------,--- . I � ,- __ L I . . I I "I I I I � L I I . . 1.I I_. - - *010: __ COVA1,011, ^40, SAM tat$ 081stoo saw# cou#ry Or sA# ujis OS/S.00 s0*0? 0'reff/corldif Rot *.1,,-,*% #I SAN wis 0001'rpo scar,r . � I I 1, I . _ " I . . 1 . gWA7,T Of JA# 40,w Otitwo swif: $9wifice'rion Re., aWNT? Of SAN 1191S OWS-00 $=is., wobje $00VINCON012 PlIff C"#" Of $A# L111S Ofl$" 'yolvit sloocification Rot NONE 4&ft#t1O4N #*I . � ENCiAlfrarivc 0(PA#FwrAt'r I . ' - i - NIA L CHA"E" � I I I L, I 0*99 MO*A* 06MCCRIA6 orPAR,rmr#r f"4NECRAW 01PAtOrme/or e.VGsA#rr*#vG 0E0A*TWfJVr INOINEEN)MG OEPA#rP4LrNr NO SCALE NO SCAI.F , AMERICAN PUBLIC WORKS ASSOCIATION-SOUT146AN CALIFOR , - � I I __ �____I—L-----L fA%W4*#W j7f,AA0rAftW . I � I 1.11''. ,, L- I I 11 I 'L . I I I I I I I I - 1 - - . . I vr"i,v ft - I Orewm A(^ ._� Arowsoo NO � Artwort 140, I'MC - f%n Drawfoc .040 1 1 1 Lao"", I . I Apo"V AW . KF111 REMUK"EMIL 4. T5 FUN VROWAQATED BY THE 0WA-AOC I " I I I I I I I . � THRUST BLOCK I SEAME INSTALLAMN LOCAXION ' It" XM,COMRAM COM1101TIE , I CURB I I '167-4 � I . I . I _ I I -- ---- 03 I 1 4m* =e_ W_ is" I 11 . .. � I I I .I I I I . � ON VA L VE ANCHOR 40'ili, w WA7FR SERVICiF CONIVECTION W-4. - w-0 WjkTL 1117 -8 I I I I I PIRC HYDRANr INSrAtUA770N w / Im". w 1C REQVIREMENrS ry , .3 91,40", IF*: - 9 OK 5EWEI? LIWLZ) t , ikl!wnlf$TAXO#JWSP'Co.rAT'D"F'CRPUKCWMSOWdMW"".'L -*&M"" , "' . "".4"looto-WOV � -L=00"*O��"V I " . I , I _.I. _______ I- ___ - _____ __ I - . (__P.F,I � -22 - .;71 1 . a 111111111111111111111111 , - C> L __ 1. � -11 I-iml IV- I L L - --- I ,- 00,,tw.a, ZA, JI 11,1111111 I �I I I I 0 --1, ,1111111 00 _ inilll&�� - . I � ,I. . 11 I. I � I I I � I "I I I " I . I . � I I * I L . I I &M I�,I .. I I,I CURB . tglEt . 11 . � I �I 11 . I . _-A I " MENSION I'D" AND CUA8fACj.H , I SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE GRADE.COLOR,FINISH.AND I � I __ I I �� I I.. I--.,Zl. to MiN L - ELEVATION 'il!". t I 00NEWAY Culto SCORING TO EXISTING OR PROPOSED CURB ADJACENT TO THE BASIN � I I I ,� - - I I . , . , I . . . " NOT BE � 11, - I I �0 --1 - I 'SIPIECT.4UTTfR.OA FRAME AND 08TING I ,. k I 9 . I 2. P L"AL DEPRESSION 2 ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS.AND SHALL I I i_`� I .UK -I . '. I - WN % - - SHAPED BY PLASTERING I I I I L i � I -d "-, !! . SURFACE �l.ft(TYPI I /---i .,- I � I it .,� - j- . . --+-- j - . . -�-.,W,;. I S ARE UTILIZED AND MAY BE ANY Of THE ___-L- - _L_ -1 3 FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND S14ALL HAVFA LONGITUDINAL AND I . 1, . . . . �:-, LATERAL SLOPE OF 1 12 MINIMUM AND 1 3 MAXIMUM EXCEPT WhERE THE GLITTER GRADE EXCEEDS _1�1_ 9, , ;11 I I -z 1, -,�,_,*, - , .1 _1� ;.I . - . . - L . 14 tl_. I�, ,'- . . a PERCENT,IN WHIC14 CASE THE LONIGItUOINAL SLOPE OF THE FLOOR SHALL SE THE SAME AS THIS .- I , I I ,:i_- I-I'll, .- -I",, - I ' "'I ,'� �I - I I RAOE,SLOPE FLOOR FROM ALL DIRECTIONS TO I THE OUTLET I I I . __' , I .01.,. --------- --8 � GoTIER G I . �, - k I 11 .it; . P 4 � _ tl!. r 3 4 ONE GRATING IS REOUInEO UNLESS OTtIERWISE SHOWN ON THE PROJECT PLANS . I I I t=_.='_::wr;: � , ;)".g-�I ** 1. 11 I -- I. - I �z 7------ �-M4 I N-, I � ciftli-i$0 - - -7 .� I I , , . . I I.===� ,FP464 It .. - ��. - 1* F,11fra ", I 6"_ej§ I blIS01PLE 5.--,--' i � 5. DIMENSIONS: . I . I . j R,AM E 5, I I- .'.-''I__" C ____?_I V - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE I . � ,,-,t§A.__j � "I I - --- I , 'I I .- I I ___ __ -I- CATCH BASIN AT THE OUTLET -- 4 5 FEET I I , , 41 L , , � tlillwll a I I �� fir . a90D_N_" I A 3. PIPES AND FITTINGS $HALL BE PROPERLY ALIGNED AND I CONNECTOP Np� [I-.-, V. , THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND nIE INVERT AT THE UP- I . ____1- . � 09 NIONOt I I"Ic 3,01 --x-Jll . � .1 -:;�-j I D CAICn M!W I I n I L STREAM END OF TtiE BASIN AND SHALL BE DETERMINED BY THE REOUIREMENTS OF NOTE 3. 1. �/ I cmilictio'. r sit ., � I . I I -I&V -IWK I e;;- iftV,19A.8 11 1"Ss_ T .� � I BUT S14ALL NOT BE LESS THAN CURB FACE PLUS 12 INCHES' . . I . Ur .DIALI'MUR HOLE IN Ce" 1 1. . . i .I WITH 14 it OPTIONAL ROUGHENED V.,- THE DIFFE13ENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE � 4. V-41PAROV-0-MiL`%� - R-TO PLACING CONCRETE. CONCRETE - CONSTRUCT" JOINT ttypt . , I I INLET NOTED ON THE PROJECT PLANS ! r) - , __ !! _', , -ft--T-1 D U . . I I I -1 -, , . . I---,----__ 11 I' I H �--NOTED ON THE PROJECT PLANS- I � * 6) ., L . I zt I flips 411.1. I � . I I , I.0 '41 P. I: I I I - . - -1___� �I " ' . = I"630011" I � I- W 2 FEET 11-3 8 INCHES FOR ONE GRATING.ADD 3 FEET 5.3 8 INCHES FOR EACH ADDITIONAL - I � � �-_____ .- ,�M* : '. * I . . I . 'i .. - - I .!_,�r-1 -2000. -- "I I I 1--t-K w�I V_t sw .,. .1 -J I GRATING .1� 11 , I 1, 117. . . , . I OPIIONAL SUDGRADL . . I _1� , # � -9 , 1 . # I i. , 7 J-I, S 4*MiN -- I . A , THE ANGLE.IN DEGREES.INTERCEPTED BY THE CENIERLINE OF THE CONNECTOR PIPE AND . � * - - � 's bw N L I so - I 41'. 15���0, I I �..: . , 1,..ii�r __11 ES B SECTION A-A MAX A , ,.� THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED, I . I I 1:& �Msrl�?SI_10'�_J_-_ . ,L " - L -CA# 4 . I T`* 6. PLACE CONNECTOR PIPES AS INDICATED ON T14E PROJECT PLANS UNLESS OIHERWISE SPECIFIED, I � I I I . I � 4*At.SER . - I � .-- I 1-1 THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE 13ASIN WHERE THE . � � I I ",_I . I I �� E t<1 - .. I CONNECTOR PIPE IS SHOWN AT A CORNER.THE CIENTERLINE OF THE PIPE SHALL INTERSECT THE .1 . I I ". 4 1,1AT .. 1, ,v�� . L ", : . L Ot_- I ,, I I I I � . 1.* " Ir . . , INSIDE CORNER OF THE BASIN THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO . . '. � � - Q9M11:A I I _ I . . I ', 'I- I- mwut*!�"�L V,f I � . it 11 INSURE MINIMUM 3-INCH PIPE EMBEDMENT.ALL AROUND.INITHIN THE CATCH BASIN WALL,AND . I I I 11z Of RAISED � I Vill I I I?V I . . ,�, I X- i 1, #1 I 34NCH RADIUS OF ROUNDING OF STRUCTURE CONCRETE.ALC AROUND,ADJACENT 70 PIPE ENDS A I 11 I I "" -� I I HOW I I � ..- * ,'I-,.,-I ��, , , . I I I Z,, I I MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE I . I " � i I . . � 0130i I Plot I A . - . I , I _jA -IS LESS THAN 70 DEGREES OR GREATER THAN I 10 DEGREES. I " i I 7- . I CATCH BASIN WHENEVER ANGLE'A � .. -- -- . �I Pot - - � . . � I 1. ... I ,# I 11 0 it ..� a . .11- - - OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE Of A I I I .1 ,I ,�, , ,%- I ., 1� �. 1 -7 1 1 1 1 �, I I I I MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED MONOLITHIC CATCH BASIN I I "�, t 11 . - A_ , _ I I ' . I 11 -1 I 01 11 CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE I I Z� I ,;: " . -I I 1 4.;- . f__*0 � ICTIRAL 5ATA It � . WALL AND"a DIMENSIONS 0 11 I I 0 1 .. ID . , I . 7. STEPS SHALL BE LOCATED AS SHOWN,IF THE CONNECTOR PIPE INTERFEFES WITH THE STEPS. I I I "20 : I. . AND atifiroKfUEN REQU;1REMiNTS ..* I THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM GRATING STEPS SHALL BE I I - 11 � -111-1:1 I'll.�'�'-,-111-1 11.1 1 1-1,17--:11 1;-- I 1��., -, 7�7�111�17 609 ML�v R� i'-, - I - $Et � . . .�71_1111: "I � .,�, -_-, -11-1-_1 -11'- " 11 'I�""1� 4 '' '-,,' �', -m, "" ,"", -, ,,, -1.11-11",.........._,_, o" , 111"I...�7 11'�1,1-7-7 1 . . -1 1-1.1 . 111111-1-1-11 1111 , 11.1-111-1-1 "I 1-1111-11-_ ", ""'. �, , ", __ , � :�� , , ��,I I , � '' , . " � � . " , � , ,�,�, "'," ,: I I �� - 40 IN 14 , , , I I 11 , _1 :��1,� 1,:�, � ",, , , , I I�,, -1 � . I 1� ,� ,,�' ,� -" _rL VC fopcEmINI � , I , ,, I . ,I I � :�'%, ,- , M6 1 . 46-:tyl- . .o IrCE iA No of MA� t A SPACED 12 INCHES APART THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP OF THE GRATING - I I I" � I I I "', "j ��., 1, � : ,� 11 I I 1, ,,I I I I �:,',-, ,,�" ,, � , , , , I I I , �� "", �'' I I�I � ��I:I 1-1.,� ,( ,-,�",1,,I:: I � . Is* t . GRATES FOP CENTIA , I AND PROJECT 2-1.2 INCHES,ALL OTHER STEPS SHALL PROJECT 5 INCHES , I 1� , I �: I 11 I I I �� � 11 , 11 I ,��,"I,:'', "I "_ � 1 $"Pont top I � I ,,, I I :� I �'� I— , � I �: �� , , I 1 � I %, ,� A 'IT-, WALL%AND SI.ADS P I I" I I � 11 '' 12 1 ,�:'' ��, �� ''I , ,,, ,� , , � 11, 11 I I , li " I � I I I I I � I I- ., , � I 1. , � , MULV#PLt GRATES-_ I 1 8. T14E OOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: I I I I I I I � , I 1� , , , , , 1 , I I ,,, �'. I .I I � - . � -._,- � __�,�, � � I 11 I -1 t- .1 I I . I I , � I I 1�11"�11'1111-.11-;,",�," _7�__ 1 , I 11 ,,, �. I 11 . -1 -_ - _______ . I I I I . I I I I I �11111__ _, �. .,�,-��, ,,�,.,-,��1,111,�-11���'I'�.-�,�'�-,,���-m-�; ��__;_�.��,. ". '' 11 � �...� , " "': �,1 , ., - , I --!.:?.--I—4 1 . . I I I � I I � I vw�______ --------- I - , , 1, - �,�_�:I i -. i - _! v- .10-7 NO'QEQuWED I 1 308 MONOLITHIC CATCH BASIN CONNECTION I ,;l er, ,1� , ,�, ,�� ,, I � ", 7 1 . � _U, � ,� .1 1_1 �, ,,,,,�" �, 1-�,��"I" ,j I � q?. glaw - '. , __i__.___ib _ ___i�___ I � � "'NED 'w" I � ",,"I 1 1-2 .. i ENGINEERING DEVELOPMENT'ASSOCIATES - �Rtll I A,-, , � " �`,, �, - 1 309 CATCH BASIN REINFORCEMENT � � � �j � ,,, ��: __ � I 11 I� I- "" ,, 4," III I � "I :�� I I , . . - I I I , I& N � 1,, I � - . -VII -2 - afo%pp - I ASIN I I " I I '.I I "I .1 I I 1 I � I I I :, 1 1,� 1.11 -.1, I�_�,.,1�11� � �� ,��, ,-L , � 1'. 1c, ?6 1 1 311 FRAME AND GRATING FOR CATCH 8 I � , 1 , , wtilr I _ " , � � I I! I I "I I I 11 � I � ,11 � , �, � � I I . -4 4 6- 1 636 STEEL STEP . z � I I I 1�', I Sw I,---W_ - � ,� 41- I I 11 I CAP .1. � 5C-6 15iq6:f_--7-5. � 1320 , , , , - CITY" OFATA- ER- -1 . I _- ,NIPOMO:STREET � AD , Q, , . i,- P401 REOUMID � I . I I I I I �.'_ -". ---__I I—,- �-,_�-. 11 �- I by' 1, �" ': I I I _ 1-11,- __------ -^-,--,�7 1 1 1 1 � ,,,, I , ------�" I I _ � , I �� I �� , , 1, 11 , " I 11 11 ;1 I I" _ -,:,4---11 -, I i, I . " I fM 0 U 11 C" i,lQ RK , 1, �,, I I -I.I.- , IgL*, -1 --------I - 31 1 0 1 1 � I , SAN LUIS OBISPO, CA 93401 , I�, I I- "" . -I � , " I I "I �_, 1�'. I _�L � ,_" � 11 I : "' "�'L � , 1 5-4 a to I � ,I . . � I I I ,DEPAR , ENT,' P,,P , :" I 1 I � I '', �, ' 'I I � ""�' �,�:_ L, ;,' ,� � I I , , � - I , I I : I . It -i-; -- ij - i57- fIfwREO I- I I I 11 I I I 11 _L I -1 "; '' "I", I el I "", I 1. 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REINFORCING STEEL SHALL BE 1-1 2 INCHES CLEAR FROM FACE OF CONCRETE UNLESS OTHER- aw I I a � ,�N ri i I EAC204 END.AFTER ASSEMBLY,PEEN I __L I- �--, 1. I I -I � ,� � I I .1 I Is I . 0: - I I I .1; , ,- I I _Srnoo�h rt-owctl I . -1 . I t OARS�1,4004 0� � J — _T_ 13--,t�W_I I . , , I I I 14 THREADS 10 mOLO NUT -1 . � I I I ;:�W_2,"t"��m," , � . 1, I I ' a 0 1 k ro - I I ;?! �'.4 t , I � I I I , '�', � WISE SHOWN. � 9 I "'�;,` -,z ,C^I'msh 7'o,o I � . I I I 1, . I,,---�, � - ) X-CL- SA4--, � 4 � 11- - I . I � I . � - I I I ". I I � I ' I I , 9 I 11_� 1�1 .1 .6 I I I ;,i.,4�-" I; � � I I 1, I I . I I I I I I I" . 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BiE CUT AT CENTER OF OPENING *-#w 11 ,_ . �. . � I I I �1, ." . 11 I � 4."" I C OARS It 04618 . AND BENT INTO.VVALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR I I C SAM$ 0: . . - - I __ d I IS.:i �; ; I =11=11�;. - _L I . I I . . . __ __ � - I I . I OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2 INCHES CLEAR OF OPENING. I .11 - .-O SAO$ _eCJ__ .4 =: =:!� NQTES; I . . I I I I .� . . I I I 11 ; . 1''. . I . ..�.: .. I 3.m �1 � /' � > -,)! 9 BL_ It ,: 0 . - . - I '���I- 3. C D on: J F OARS I �� . I " � . I . I I . ., - .Wit I _ � . I . � .� . _? _J 1. ALL PARTS SHALL BE STEEL.EXCEPT THAT END SPACERS MAY BE CAST IRON. . I . I � , I , I � *.:_�,�� ,ONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN.THE ROUNDED E GE OF OUTLET 4 - 1 - � ; I! *4 ,II;�. . , I . . . - I . I � 11 ..A / 06 . . � � .SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE 2"CL,F 4 ---A AXS,,� J- - - ____L-I- -, � 2, ALL PARTS SHALL BE GALVANIZED AFTER FABRICATION. EXCEPT THAT GRATINGS SHALL BE AS- 6L3!m I � . , . I � . I � � -* . � I I ta. . ,I I I '..,*o ". - I . ; I . ... I, � . . .�. � � I CATCH BASINA13AINST A.CURVED FORM WITH A RADIUS OF 3 INCHES. k 0- I -9 AM$ E I I �, ...I I., 1_4v 1 SEMBLED AFTER COMPONENT PARTS ARE GALVANIZED, � � ,, I, 1 5wil 1 Fill . .. '. � . � � I , 1, 3�- .I I 11 v . I I / , - , 4, CONNECTIONS,SHALL BE,CONSTRUCTED WHEN: st " F; =--rr7-- III tv 3. ALL DIMENSIONS ARE FINISHED DIMENSIONS AND INCLUDE GALVANIZING. I - .� ,: " 4� . _� : - I I �� I . 1' . � .1� I I . � . . , I I— .. (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN. I to _L 1, �_o$AN$ 0 - III . I I I I :VATION I .� I � . 11 -q I I . t . I - - I 0, I 1 4, ALL SOLT HOLES SHALL BE 5iS.'INCH,DIAMETER. I . "I � >1 1 4y 9 4 '� 2tt_t�__��_T2_--, % III. I 11 - I 4 f"WI_ 1� � � "t, 1. $I . . - lot - :1 I - .. . . I I . . I I . . I I I �\ I - -I . (8) ANGLE A FOR PIPES THROUGH 30 INCHES IN DIAMETER IS LESS THAN 70 DEGREES OR I . .&I-- I I .. - .4 � #4 , 11 - / - . . _A_:.�J_ .. 11 . . I-- I'MINP 6� ALL THREADS SHALL BE NATIONAL COARSE SERIES(NC). 6 .� ,I / .. I . . GREATER THAN I 10 DEGREES. � _� 1. . � I ANCHOR ROD(TYP.1 . .. � /\_/ , . . I—— .0 6� CENTER SUPPORT ASSEMBLY REQUIRED WHEN TWO OR MORE GRATINGS ARE SPECIFIEDON PLANS. I :I . . , - m � -----" r 1. . I \ 1. E OARS-2 AsOvt a : 6 I . . " . .�.�..14. -i I . k . � N, a StLOW MIN" I I r-. v _7.V'_-0 I I x/sImIm.) , Iv 7 L-64 INCHES FOR CURB OPENING CATCH BASIN WITH dRATING(S)AND DEBRIS SKIMMER(STAN- It* -�I ... I q ? . I �.� . 5`9ia st&wl P/�w F1,11ed .1 . Solid IvIConcrek- - I I I I L 11 \.N 0400, 1 - _____- ,, DARD PLAN 301). %.4 ni '> 0 , . T(PIOL 8g1NF!QEJQgMg.NT.Pg1A UL I "I I ,W) . . � I I I I 1) � - -1 �� - ,ALL 4 L-44 INCHES FOR CURB OPENING CATCH BASIN WITH GRATING(S)(STANDARD PLAN 302). 101 .1, I Ir I ..� . PQ,,,,7t(z)C00i"1_W etly � \$�,' C OARS 04 012* L-36 INCHES FOR CURBSIDE GRATING CATCH BASIN(STANDARD PLAN 303). 1 1 III, .. . ,I. yo//ow � / __ I 'k -7-1 CORNERS 4-,*1 -. . . -1 / I I I- I - ^I 2T I L-36 INCHES FOR GRATING CATCH BASIN-ALLEY(LONGITUDINAL)(STANDARD PLAN 304). ,I;- I !-.I . !. I . I,< I ��-]N � _ 'I.'7i, - I# ,� \ . � . � MAX,MAX. I IFIA&B - C D IE F-_ 0 1 L 3f.3--f-401'iTYP) -_/ .�',�I I ful--w-3�0i;* \." t- jit.� -slope rop 0/' . .. � I 1 *4 . gg!QL1QN, -A . .0i f x$-601,76 WITN HUTS AT CORNERS Of BASIN 7, WIDTH OF SPACERS MAY BE REDUCED AS NECESSARY TO OBTAIN CORRECT OVE13ALL GRAT- ; it" N 0o/?Ce-&te I .I I I W v BARS BARS BARS BAR,$ BARS BARS I . , � — . I I . I I 1 3.v a- G- 4-1 ________ _- A PLAN ING WIDTH. .11 . . ' � I I . EUN - L I � . 3.5' 12 1 $0 801 - . 99CTION A-A . � . gLEVATIO � 6 .. ... 7op o,P cof7croto,va.�, . . - I I I'll -17---61-1" S. - I--- - 2. C`- . . . .C-,%v;n9 0r,F1,n13b , I I - -_41 - --- . .1 0 . * � � biffi-99-N-NECIMN I . I . a �, csroa,* . I I � � I I T I I 12, 6" al - - I - - - � I " I. 401-;�'. - . . I , I I V) - � .I I . . 14' 1 4' 6" e - 14*12'04 49 Ib* - . q - , (TYP) : H-i -_ . . . .- . . I 0 I - = 74-WIP 444 Ir - - - I; I I i OF 1 . I It I I � 'in . �',�, . 14 i. Ir ; .- -, - I I 4- - F"- " I .e;.4�� - 11 � .---- � � ____ ----� I I - -- I . ____'Tr 04 0 is - - - � I .! 'I,, :, ---:�-�� !.Ar . I . � . 14' it, $" IF - 04 0 6 IN -T-10- /� I , -0- !, � v , .* I. - I � I --='- - , It ----I- _��__ , 6-_-_J!'� .1 � ,.. ') =�___=;�7 . ..�S 4- 6- 6-1*4&2W -Z - - 74 0 14- - J_- , - -_ . , ,W I mixil I! .P.,-I �. . 0 '�.- I 1-1 - --_ --- I ____ a . . � 11 I Its, 5 I 6"_e_-4"W 24" - - i i PACER$__�/ , / t x mu-am-I�1111"' AA . �. . � . 1. . 1 1#4 v I# - -_4 3"�_ I tNTERiOA S , ENO SPACtIts �TANQARD 1/2' PIE, I I i . I . - --==- - , - .0. . I 1% 0 BARS-2 Asm a �11 as, 6' G" 0 -1�I. - 1 04014 1 .4. 20-f.5f.40-DARS-' . � I . . > -- -_ . -1 I � � I I . - - - 740 1 . I � 1 2 KLOW OPINM 2s, ?I $I' e 44 V 17 is" INTERIQR SPAQER� I .* tII ._ ., � . . �_p � - 6. at,- IP . .. - .. .. , - I , all C 04;j& - - - Ki I" 0 ,, . . � . � �I I " I ,,/Cy � I . #_ .__;- W -— SECTION B-B " � . . .. I - - - = ;4 It IC - ,,� , . . . I ... 1P I I STRUCTURAL DATA Tv�-4,PIS' * ) i rw. .� I, � . I . ,-A .I �� . -- - - . .,.� 0.% . . I . -,v III , .0 . . . . I . I, I C DOE C oat .. 2. - - I - I-VIP - C . V. �. . I I 1) I Concreitc: Fooiil7y I I I I � I .. , . : ..,� � 6 I 9 t 'I, I,*_� . .�, I I A I - , -R /, Alls WAS VAJI SAM to, pis"04 e le *01 I - - ,.Sv"iv.1v-_' , Ill 0 , 11 /3 1A, . 71 7 1 1 � I 'mz. Nz - - I I I I -ii-r-- I is,a 4 0 10;� I I I , , 7% . .. . � . ,. :y --W.- �mt . - - I ! 1 4 , $2. 11� 42*. 7 I - It,# I . .p. -4, ., P � � . - ,= I _.J� � -":'_r" -v_=T1!I;1 10 I I i CAP it .,I I 0 . .I. , - I � I- ,;,, Z�:Z�_---, . 4 "14 .= 1. FOR W)26',V)J 12' Oft B>4' SEE PROJECT PLANS 0 1 . I . � . . .*, I I- X - -rov-:i� 46' 6" - - _____ ---.--::-L I I I . i .- . . ..A . . . \ , / " \ / _37- - . _9-IIERiBilnilRHRE�"� It) I I I .. .I I I.,. : \. - R I . , I . �1/1\,, � � 94* __ 54' 9, i CUBB OPEUINg CATQH 9A�Ib! REI FORCEMENT I I-T if A-< I . �.�1. , %.. .. . '!� . __�' 71 IJ'14. Is r__ . . . . I � 27 � 4 1 ,, 04016, Is 11' t A � , . . . �I it,41, I *� �W:a 4 0 1 1 '4" Rom- K . I . .� . / ,",� I I . 1 /114, 40' -. it, I- In a . I =_ .0i _-i In .�V� 11 - I. ALL PLASTIC PIPE TO BE INSTALLED ACCORDING TO THESE DETAILS 1. . I A,I ...-1 . . I Q . I \ � -Wz,"T-.12 1 Or lo- �__ I % 4 '. . . .1. -,� 1, ft I C PLAN `_.� I .�-. I UNLESS OTHERWISE NOTED.OR DETAILED. . - � ,,� ,-\/ C SAM$ 36* a W . I". to�4* SIDE 6 END' 41 I ... . A I I "\ . I . Wft.) ':� f BOLTS, 2�---i - , , "A tTYP � . I I I ,," I . 2. THE PORTLAND CEMENT CONCRETE USED FOR THRUST BLOCKS , I 11. tTYP) 4 " . I I I . I %� / � , A i w i"It-, " I I . MAX. (in.) 6 BARS 2. - �Z,CL. C , -"-\-I � I I I_/ END PACERS ' SHALL BE 420-C,2000 CONCRETE, I L11L___J I \I? / I c� - FW,_ 3. ALL ANCHOR RODS SHALL BE GALVANIZED STEEL.MINIMUM'12 INCH I I . I //I I \,\/ FOR I WATIA MAN?r$a""v PLAN 4 6 0 4(9 10" I I � tA [:�� ... � I _ . DIAMETER,WRAPPED AROUND PIPE. I. I," 11 I\I X. . I a a 0 4 a 6" 4&Aft$ � ;7--6 DAM ,. ________1r , it; J! 4, SIZE OF THRUST BLOCKS SHALL BE SPECIFIED ON PLANS. 16" D/A. I I "> I . --.--� I I OF 5 LQ 641 .I I . ,� 8 1-_m 5 'is 9 .-1. J%6 Ir"I " 5. THRUST BLOCKS SHALL 'BE USED FOR PLASTIC PIPES WITH 3" � � 11 - � , I 1. . I— m .1 I -_----,_... I 10 I'-4. -, . I—-I -.1 a-_&.v_,C�,. I I DIAMETER OR LARGER. . - I 1� . . I I I PROJECT PLANS . It— - .r4r I ---_ L -1 � . 6 FLOW DIRECTION INDICATED BY ---I> �,, e,.LA_V � . � I . It.CL- ,----�a&AM$ I ELEVATION � I . . I I N 1 7. ALL VIEWS ARE PLAN VIEW UNLESS OTHERWISE SHOWN P I RE GUARD— DETAIL.... �, , IDE C0NN9.QT_10N I . GRATING CATCH BASIN REINFOR9 MENT TYPICAL REINFORCEIVIgHT Q9T6&§ - I � � I I I I . dgTEI UNLESS OTHERWISE SPECIFIED REINFORCIII FOR cum opfullo AND SMATINO CENTER SUPPORT ASSEMBLY �ECTIQN C-9 . I � I I CATCH BASIN$SHALL TERMINATE 2 INCHES FROM FAI:4 OF C"CACTE, I . . . . I I 11 I , - . .I I . __� � * I I � � � AMMUCAN PUSLICWOR"ASSOCIATION-SOUTHERN CALWbRNIA CHAPT9R - AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER . � .__ �- , � I I I STMIDARD OLAN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARO PtAN � STANDARD MAN STANDARD 111LAN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER I STANDAMPL" ; PROMULGATED SYTHE AMA-AGC, I STANDARD" A � I "WOUL"Imay MWJLDX=SY THE APW"= PROWLIMATIO by THE APWA-AGC 1 311-0 "INT COMRATIVE commi THRUST 13LOCKS FOR PLASTIC PIPE 508-0 1 . "a A"W"O" MONOUTHIC CATCH BASIN CONNECTION 300-0 308-0 JONI Coommm coomm CATCH BASIN REINFORCEMENT 309-0 RAME AND GRATING FOR CATCH BASINS 311-0 104 OW COOMAM 00WOM "IT COMRATIVE COJIMME F - r�,- � � I - ___ I—- MONOLITHIC CATCH BASIN CONNECTION 111114 � FRAME AND GRATING FOR CATCH BASINS . . I , 11104 I I . is" � .W.-_.�bft emf49m�AvWIJWI1�ft mdo&P lor.ove i .m. -. I I � I mWiviii vzCW.AvmmsFoMvW=W*mComT*%lC0W � ____,;HEET:10!k_'1 " � I - I— '�- �I � .1 . I 11 .1. I $men 2 or 2 ,�-�,z USE WITtl STAWARD,SKCIFICATIONS FOR PUSM WOM CON$TROCTM SK"I OF I -"....Oft 0..P,C�&�Me �*�� _____ i%c. _-AHMIX-lar-1- i ON" ; I", I g111111111 mill :�L I 11- �. - I I I � I ,� I --------------- ----- - -------- 1111111111 I 11 I �� I I I � I. I— I� I I z � I "I I . - I I " --- I I I - .111, I . � I - . I I 11 �I I . - I I . I , I I � .1.1i � . " I'— 1, .� -1 I -1 , � �" _ I -11 - ,- , , 11�111 I I " �I I'll- -11,"", 11 I I'll., 1, ''I � 11 I I . �,��' , I � 11 , . � I . . 1� . � I 1 � I I I � I:,- -I", � I I r I � ��� I I � I � I I I � I I I . i � I ''I , I - �I I I I 1, . � ,, I I I 1. I I I Place 41pans*n 1010ts, -- ,T, -4- - I �11,c � - ID+t, (TY . - I , I I I I I ,� I I � � I �, I I I "Vo2r. . I . I I I I . � 1� . I I � " . . I I � I H.6%6'� at 40'-O*oc max. . I . I I -fflk" .I . I � � . I I I I I -___-A.-Aw--!!!! I -------W Smv;Ito\\, I I I I I I I � '," . l I I � I I 1 ._5 "e"—� . ---- . SYMMETRICAL I� I I I � 1 14 � I I I , " 'no I --------I -_ I - , . —-— -_ - - _ ,�, I � . I �� -i -� . I I � I �� A I . I . I I AS� , I � I � I I � I I I I , . I I Cf� I ---i--- _. _ 1_�_ cl!_)�Z,,� I I ,VT 9.tTYP,) ,' I � I . I I - 2"qomont mortat c,v_,� � , � '�_ I i ,,-655 . I I � I I � I . I , 4`�,1 1 - -ell I -_ . I "I NOT&S_: I . .0 m I I I I " . I I � � - I * ____G ��3 � I m � I I L � I I I I H , �, Ivwff Q/� �z z I � I I I I I I -T_�J L -C, , _" , � I - � �a SP'141, - I in )� I I I I I I I � ,� .,5 S)';�� , ., N I I � I - � . , ,� 4, , I I , 11 11 �_;� _e ,� ,)%-__�Qou�vd��K�4 . \ . � . I PL!: � I. S SPtCIFI,ED'OR NOTtb, STEP MAY BE ANY TYPE SHOO., - I I I I � I . — _� , I . I� I—— 11. I I -- 'I.I - _ -I—— � 14 1 �, - ):�>M,�, k�\�111 3/4' 1 14'MIN. , I I . -1 - �'S," Z r < #(TYP.) . I I I 1. I I . . I - - �, 6-i "//> //x�,I � COVERS SHALL BE MADE OF GRAY CAST IRON CONFORMING I. I I � I .I I I � I � H�3.*4` , I . - masanty C0t1wUC14vr4__---------_ .,/, ,_ -__ " ,,, / I � I IC , I I I I I � I I .1 - ---� � i - �, .�/"�-z . , I - 01 I I � I I I — .1 .. ,I : �1. � I 1 - J -A- I I I" y g 0_�_7'Q' ��.-,�Q_1, I * � � , TO ASTM A 307 AND SHALL BE GALVANIZED� � � . .1 I I- _ -_ I � /q/\�� " " AN__rT H B EEL CONFORMING � ;1 I . I I I-I . �11 I L�_" ��Cp si I IN L STEPS ARE SPECIFIED OR CALLED I � I, I 1 4 Tot 4>-.10 "X ,_1;�_ I � It ------- ._1_____tL___ Q, W I t ; . it.I I � �, �� I -,--- t , t, I'--I it_ L, - =-T , - ;:�-r/ - , -, ,� Ifir I . f4= ELAN L I . - . I I I I , A 7 YT B E ME N FOR ON PLANS, THE MATERIA SHALL,CONFORM TO ASTM A 276, ,300 SERIES I I . 1� z � I- I 11 . - . ..!--- A . ,�\ �_ �_w_ltn � I " � � I I �, I _. Q___�7:1 _L I ,- Y m�, r � I � - Tal,3 .-3 - I � ;,-, 1, _�A,_777 - -_ .,;-,�,�i- Q -1 � .. L_JU"'C3U I THE BOTTOM OF THE COVER. I . !-YEE 1 �'c A 1 6' . I'Oroufw 11i1w - _. . ------woommm I e " �, 0; . r - *L- r-$I- S_�CTJQN A-, �� ED ON DRAWINGS OR STANDARD IC -_. � I I I I � Q It II/4,," -- I 8 I Qoclo I I r . - � � I I ; . ME VE B E PR � I STRUCTURES: . I ! I . I t(olm MOO- -mrolp'"r,-------T- 7--T. 1 I 5 .1 E;__� '�. i I -'- *::� 01, I . � . � % .-- — t*4 ivy 3 -11 I I concrete car-6 I , � Awl" - --__T_--1-F, � .1 K-1 LT �N�J�!, - I * - I _1 .1 I -_ -_ I-- . � .r..I- /01, 1 T - I I I I . I .1 I I� %`mW*_"v__A_ ""� 10 4� . I _��, _,k� 4 Tot? n,�<O,\ " ,1/1 \111, I ME TED BY MARKING WITH'THE AGENCY'S I A t . I I I I I I I To"o""' � Z ....................;�� . � I— , � I L ,',-/1, �, I L...b.-,�,1; I . � �''� " . '�.W-_�_ I= U=__. ---i� 4ZI �-4- ./ - - " _m, ,,, �� L, STENCIL. :I : 1 Dull" 1 1. ,Cil7iSh 64if1040C& " I � t6. 1-11, �I � � . 1�- , --= hm �_-� ?,\ , �I I � A I . 7"_ ' ,,,,,,,I,�o- ,V 7 X_ 11 I I L a 16. 115. IC - ",�--,-&Y-:�,v I ��, I . 4, � . � � '%� � I '. � , -6" OR T"-I" WHICHEV I,LESS . I I . 1, " _.!_�__ - I � I . - , N / HE LETTER "O" FOR STORM DRAINS AND 'IS" FOR SEWERS. � I E I .. . I- . . � I I . "I I I -- --,---------- I . - L-,5 OP --- <//1' I . � 1. #I I I� .� � 1--,.I..,. -C6 - - - L_J1_,, V1, i - APPROXIMATELY 2 1/211 HIGH WITH 1/211 LINE WID A I 51DE IE � . . , A * I � .. � =-_-_z-F—�z....w--.;WwW-,W W . �� . _T T N . , 1 7 A I 1: Xoposed . I -1 I I H-6,-0, IM4�, I � TH NO � _L9VATtQ ,� -16" MAXIMUM, EVENLY SPA ' I I I � . . .� . , I . . 1 _._.��/Opa � I I . orms morw tr�m vww.v Joni in first courso Awito timd cmking a- I 1� () . S CEO I , . hitisned girade. I4 W, 2.-44ow &�,_, I : I I -- . ,P,z � I groow A"a;M,amws for W000 holes.i;wl aft coos wtol coamm boiow GXC-La . A . ,F6 . 1, . I _ -, , , ___- z 11 I �. . � . r------- 1.� ! I __ I � I N . . . , - , I'I', . . I � , . I TION . . I I ipd I -" \ � ;___ __- � ''I .1 4. BOTTOM STEP SHALL BE MAXIMUM-OF 2 FEET ABOVE FLOM OR SHELF. I 1\1 0..,. -....1 .... I 11 I - � I . � I I . . . . I I - 9 - . '*'f\, ,� .. > - - , so.., * .0 .1 Jr 0 1 1 � I Alt I `�/11�11;//�/,ffi I � ELEVATION.- L465ONRY 90f4STRUIQ .1 I 10) V TYP __,_ .` I k - 14 � . I TYP -e-4-, t -Vf_ I . 11 ko ; � -61.0. z U0614141 ma"Or co's *.o. 04sign IIAM00 to, sioN w 7 I/aZI TYP , t--a � , PLACED IN THE CENTER OF I V//- .. - - - . ". (�: ; . ; 1 . . I "H- -4'. .H-3'-4 . �� TYPES I AND 2 STEPS MAY.BE CAST IN PLACE OR �_. , 0 It �),-o , I I I - _, i-afov,fine&R. .1 slot* 1_� 5. 'N I - --_1.T_____- - � 8-charoo. &Ptao, 2 1 1 x I ,�. I � I :I .I .1 —_T-I - I B I I'll 1 1/2" MINIMJ14 DIAMETER DRILLED OA FORMED HOLES AND SET WITH HIGH- I I I 4 : �. --�*. 1.� ; . A . . I . I �� � I I -,-r---1- u : ; - � "I, . . I . I .. . I . A, OVER FOR 24" CL96R PPENING FRA!dg , _� - .I - I - -1 I 11 � .4 # I . I -I I I I I 1, I . �, � I - � LOCATED IN EASEMENTS .AND ALL OTHER . 11� I CAST IN PLACE. I . . . � I . — I � � � I .. I I I � _1 I I .1 ;� � I 1 03 1 1 1 I e I I I I .I . . o,se Mot&rial I I 11 I . � �, F �k a *IVI I -Masonry canstroefiaA---------___'J. WEIGHT-175 POUNDS S B I "I I , I I � vnt faco � I . , - . � ELAN I I a - � .. I 11, I I � 11 .. I I ,."She#gravad line I I 11 " � LOCKING DEVICES. THE CONTRACTOR SHALL DRILL AND TAP TWO HOLES TO A DEPTH 11 . I I 1�1 I # I _ . � I I " � . � lyp I I 1 4.0 1 1 1 :'' - I I I -,., I I I . -I CH I 9 2 A I .a. - I., I I " I ,� � ,�, , . . -'I' 74J' `J1 � � I I III I I I I 1 I � I . , , :1 7 - 4:1�5 It- -+ I I I I I I . I . . I I : I . I I I . : �, I m..,�, � I .�� - -1 - � : -4-, �. � � I 11 I 11 I I _Ioi I v -_0 A,1_3 Ittf'.. �:,$YMMCTRIC I AL ABOUT J -___ -r; llr 7 ,11 / . I � I � I I I . -I _. __ _ ___._ : - I I 1� I I . I I %t. , :* I . , 7 r - (I . . I . I I st4 ty 12 z,0� �14 1 -4 IF 19fl? . 201 L ! .R., ,-i tstU'M,� - _� 6. THE WEIGHT OF THE COVER SHALL NOT VARY MORE THAN FIV S! �� . � I I , I I 11 I I .�.I .: � I I I . I I � � . E PER CENT FROM THAT I 11 . - . , I � I I , � - ---Vow"" 4 i i_,.4 11 I . 19tu, . I I I I I I . . , I I I I I I L I , I ,-.JIM 12w, 41W A 1/8 � SHOWN. I 2 I I I . I " "I &an Growl I I . I I I . '�, I . J_ _____ � � L-0. r7 , 11 � � I I . , I .., / , I I I 1, I . �I 9LE)IATIQ 1 04 Tot.2 1 ,1/2. � � . I % A I I � I 11 . .. I 11 I I . . I -It, f-1---I W - : (12. - . A Al . . 1 04,I(T 12 .f I. 32.- P:t�_ - � I " I I ,.< - � I 1, I . I I I � . I I . I ,�Z� � . . � - _L . - . : 7. MANHOLE FRAME SHALL'BE 6- HIGH BUT MAY BE 4-1 HIGH IF SO SPECIFIED. I I 1 . . " I I I . I I I I I - I I I. � 4 TO?I? I I vu, I 1, I 1, � I I I � .1 L I �IQE ELEVATIO SI I I I 1� ", , K � � I I � . I � ? � �I I . � -----------I . I -�_ _ 14ij I 414 11 I � I - I . " I I I � I �- r,�,,,.)'�' ,I vl'�I' i I I . I � ,1�' , , � I I tayoul line . I � I a . 1 "4�.�,, I . I I I - I I 1��,4, �,�"_:vl��i�,181�,q�l I I I I I I I � ; I � .1 I I I , . I I � I � . = 314 ')I . . 4 mo RAU FiLLITS.Typ � I I 11 ;,1. I 'U4' . Li N� � . ; I � I I I � � . I I I � � I 1, � I I . 1__ I M NV I I I I I I � 1�� IS 1---IM J_ ,I i__ --- I I 11", AeA,lIco,540rr50 D.,4, , I 11 , � .1 A - - I I 11 I _ �, �, I " � I I � I . I _+_ I � --)4__.-- __ _� ; . � I I I 11 I I I I I : I I '. . , 4,4.,max. S A-6 I . , �, 01-,61?Ji,0,e4,r A,�IeI�,IW :,' � " , - I I I I I - . I I I 9!9TIQN, ) � I . ,�, �� �1, , � I , I I . � �. I U.L.x UIG*,513r� ble � I I � I"MIN, 0 � . I \ t,L__� e I " I . I 11 . . � I � � I I I � I ,,I"61� � 47,vai 1 1 -, I I 11 I T . 1") � . m I I I I I �,, I 'J,�qe'l ". 1146 � . � -. I . I � KPE A WAL I TYPE 9 WALL � 0. 1"4 ukur I � � . 4 . �_, I , V� I I , � . I P_"N I ia42�m� I I i � I � . I I � I I I � , I \__,- , �4 ,,, , 1'� I. � 27 sm* I 0 " I I I I I - I r ____ I I I . I I I I I I I I I I I . I � I I I � I . I � �� I I �". . � EP DETA I , I I I . � 1:11 � I . �# I � I I I I I . I I I EQQTLN,G 't al/2' ! , � I I I I I I i I I I :...... I . A . . , � I I I I I I I I I - I I I I I I I I , I . I t----_i i ! I � � .. I . I - I .:' ' , I . � . I . 0 1 -4 ' 'I I I I . _� I I . � I I --I---- 11 I . I . PLAN I,# I �, I I . � � � p .K. I I � I I i . a , � 11 � ,; ? I �, I I "SIGN ca #a H 5�-4' 4'-O' 4,8* 5,-4, 6,04 I * I �, 1, I af-I hk* � Two Doof."#f 3t.f* 0-0v 4'-** 5'-4' 6,-O, Jr.00_ Dv�, _. . 11 , 3 3m" If,. 7 TYPE 3 . .1 � � I I I I � . I I � I I I - . . � - 1, � I � I � I . � - 1i ,� A � A I . I I I � � . fI,I,-500 pss � A W 31.?' Y-C' 3'�10' 4!,?# 41-6- a W '? & 5,0, J,-4, 3's, 4,-0, , ! I I I I 11 I I I I � masonry-, V, - 150pso III -Z4.000psi n-20 - . .. ,_ .--..- __ __ ____— I . I I I I I I I I ---__-_ - . : . . I . I I I . ,,�, .4#16 *4.416 a .CA�� . ��, - __tld:j . . I I I I I, I - � �, I " -4 F0114 A .L,__�, 4.616 '4016 : 4!M-_______ R4* V4 . . I I I # off .Ramt.Cona: 47 � 13wim V. -325ops, III -,24.000pst n.- 10 la _____ __,___ 11---_ I �', . I I � 11 I �11 ,Aremol,ded expartsipa I .-- I __ i "I ! I I � I I� I I I , - , --- . 1, ,t , _ , ,low fimor Earth- I 20 Pct. A, -----,--_____iW0R_16_ '5#16 8 �9 .----- . ;4--;-1-s---$..I's :� -11 i _------________-,---a i/2* �. INSTALLAT19N QETA1 I I I � I 1- I � I �, I , . __ 4:i__1_ � � I I ' 'I 1, � _ — - __ I I I 0 0 �M..W I � �4w,Wj ��J_nTIn 2, -surwarge I . A 4 44P*.*4#16 O�Rf6 1 40 1 (D '46 *40/6 .".4*,W 1 L_ 13'. L U I I - I I . I I -- ,�� � . . . I I , , I I Squivatm fluid pressios-36 Pd tot detwmirtation of too priswra- � ,40/$ SEC,T1Qb! THAU FR ME I -4. . I I I — � � . � , ,SEQ1 10K A-A . 27 pd lor o6leratination ot hM pressure. IF00m4s 40491 R_�s 3�4` '5 4 5 7 40 0 I "4016-'401's 4016 *5 0 46 � . A I I I S , OTTE I , DR 'IN � : DEIAI , � , - , I I . I I ft./I_- $0tv. WEIGHT-260 POUNDS I I I -, ,� , I I C&, , I I I I ��,, , , I 11 . :1, I ,� I I . -1 Z;I Unlimited SUrChilroe: EarM AMSSWIi dotOrmfoadirOWRankihs'S I.,— __ Tcvf/L�r z..1 2,8 3.0 3.J 3.6 DETAIL ,0F,.FRAME . � SIDE ELEY&T—ION I �, . I ,, I I I � I 1, , 11 . I I � 'I, I , I I . 1 , � I I I ,. 11 . torMula 0 :- 4'�42'. Row L#s/4'44 4P 3 *,�p ��� 15.0 Roof,ipc/4"- 9./ 9.6 /1,0 -72-i- 15.41 ; I . I I I I Z, " 1, I I � I � �I.,11 I., I .� . I � Atrurnmr;aWmablo sail b,oaring capatogy of loundaW mmorial - WOO P5f I. 11 I � I . I I � ' I . � I I I I I . I I I I I I I I I I �I I I I I 1. . I . ;1 . . AMERICAN PU13LIC WORKS ASSOCIATI[ON-SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CA , ER I I - I . I 1, . I 11� . I .1 I I I _.-- - 1,� I I .1�_T . �, � I I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER � I ___1__-.- I . - I I �,1,.1 , I I � I . I I I STANDARD PLO STANDARD PLAN% $IA*DAAD1I � STANOAAO PLAN . , �: N PWILIC,WOFKS ASSOWATION-SOUTHERN CALIFORMA CHAPTER STAWAROZI; I AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHSRNCALIFORNIA C14APTER - 1,_±!ERICAm I I _ 614, 1 1 1 STANOMPLA14 Ma"C.AUD by TW APWA�A" I - PROVMGATED BY IRt APWA-A(7C ' �.__.1 I I 11 . I�I � -11 I I I I ,� wti � PJIO"Q�i`118 011 11,11 AftA-AOC I I XW C00KRAnd Cowamt 24-INCH MANHOLE FRAME AND COVER 630-0 630-0 � 1w cwERATIVE COMMITTEE STEEL STEP 636-0 �� 63S-0 I � . I� � . B-0 - JQ*T 0001I COMMInEE MASONRY RETAINING WALL 618-0 Im - 24-INCH MANHOLE FRAME AND COVER I to" STEEL STEP I N 5 / I j I .. I MASOXRY�RETAINING WALL , . � . . � . j " I SW I I . USE WITH LIMAM1101 IND"$CO"TROCTIOR liKET I,Of 2 SMT 2 Of 2 , . � 1WI11" AND11119 SLfCfr1CA!mS FOP OMIC wo"S CONSTRUCTIRCIN SHUT I OF 2 - - I I SmEet top 2 . - I I I I No= � I 101 ii waixomomom --i------- - 10 I ___ . 1111101111 __ 0 CIFICATIONS FOR PkftJC I ____ - -__ . - 4 Is 11P 0 - __ - -F",I'm I I,- �, -,��, ��,".1-1 - - Is I I I I� � _-, I I I 1. __ 1. -....,�-. � I �I_' �,�, 1_�� - 11�m'�, �,,.;,��,,�.-,,,�,�"I.",-""-,�,,,��,,,�,,,.�,,��I����,,-,�,,,�,11�l.,��,_.,,,,,,,-�,,� I 1, , .1 I-- I——_._ _,_.___-__1_-,1 -,-- ,��i � - , 11 I I _ � -1 1111 � 11 1. .. I.,,,1". __� 11 ''I'l I '' , �! "i, , , , , I 1111111 I �I . . I �, 7qsm�000! ,,�, mmm""m I I I - I , r �"" , I . ,� '. ,7 � � I � . "","_ _",�I%_�_",,_,_ 111,, _ _, .� '�,, '�� t��, I I'll .1 . � 7.,,_�, -,��,;Iz�� ,�r�,� _, _:�,� �, ,,,,-,,_,.', �� -�� I I�"." , ,"� I ,� t��,I : � I � _�,'" ` ''. ". �� -1 " . il�- , � �� """I . � " I , I �, i ; I . I I 11 ; I 2"x 18" por�:flain on . . - ,,, I I . . � % I - - � I I . , �, I z � � a . . I . - � , ,� . I I I I.z �—I " � 1teu -_0 post - _ . I I I 9�,!�"x 30" x IS -ia. 9 I,- ( I I - : - ; I 11, I I I �I- , - / I / i � I/ 4 1 ! ,,,;I—.\ i me;a I Sign Iql:n 0 1 1 1 4'-0*mi n. I ��Voriobi* � ' 'r � I . I . I I ; � 's 1,"i,- "I ) � . , I ,� `_ ,' I : (!�o � I m I it . �6" 2 ; ,� ,\\� I I . I : . I I I � � I 11�_�,) �_ �� I ...z . z � I _______AIope 1/4'pv,,foot . -R- 3/4' i _� --A- 11_� , l �. . - I , _______I- ___ ___ R3 1/47 - .. ..:�:._., I I.,.,-:.:, � - _- v �.. .;. 7---'_ �- .;. �:-.::.'�:�:�..':::,:, ::::.:�:.1'-*,..,. - � . I I _ .. �4� _�. .:. i 0 .:�. >4 1 1 11. .'�A-,;i,a'��m , , ` - . . . i � `_' ,/ , "I*` .... . 1�_-.-,�;�� �..... . - - . ob" -�,,4_ ,4_L, - .. . � � N\ - - z b-01 ,. I -�1` I ....�...�.::"" "" I I. .. ,�.:� . � . ____ I 7 1 . . ..�::-"'..,���i�:�,� ." '4�,:: -,..::, . . I I ____ —, , - 1 Unauthor,zed -,ehic*,es , wn I-�a : I ... ,.......,,.1.-�..:::: m I I . . t. . . I .. 1. ..'.....I.., ; ...... , �......... I . .1. I .., ,_.. . .::: I 0d - '04 __��,�i. .1 .'V.:-.. . -- / ! 0 '1110 I-,' , *,I"". .i�':::. 36" scuare oainted 11 11 I Cr . - - �9 I i;7�_. � :, 4; . ..�.. . I r1ot als-liayi..'i P-14 m �7 .`,� I .. . . . . 1. I . . I ���i��.:��-`��:,,. �::�::�... ,:�,:::.��:�:���::�. I—- __ . - . 1 distinguisving =.ac i -;k - - � .. -.:.-_-:- W ' . I , -.-,, , ch class'S' P C.CONCRETE, A, . arL�, �Q,I ue backgrouna Sol, . i ' 5so ------- ** I - :-�:-, �*::,::,�-�:.:::::�:�:�`.',.- � -11 .�� � - . - I - �:��. .'..... . 1:. . "� *3'a"roqate base I 0 � I. . _�� -%'. , � or license p* . m 0 .,..:::��-'�:�",��..'.'�����:ij ...... :.,.1.1- ' "olor: blue Ctoss . . � iates ,-ssuect i - ..''."�....'! ,.1 --I.,—1�.:".%% - U, � I � 4"atax.slump, . - 4 ,%:.:.:.:.�.-.� ., I. I 1 6 . ... .1 ; I 1. _ . :-:1, . . � ... . -�:�:�:::�_:��::�:,*�:,..." � 40 min. depth. 40 � I 4. . 0 i .or 10hysicaily � z `::-:-:-:-.:.. .1 .�:�:��:��,:-:��::��--* � 0 . . I � i ` .1:"-:-,-,..:., ;., :-:-, .".. . I . � . I . . * I I ' I I >4 I X — __ � " .. :-:,:.:.' ..:1 —:�:�::�'.',::�,':�:: ..... IC4 ." � - . = nalca'ot)eCl I � I I ::.-."-��.,�::, .� 77 '.' .�.",�'. � I I I . I . . *. It 1 lia " Ilersons I I hinn let,-_--s 9 : W :-:�:,:_, .`.::1_ ��-,�."��,':.-'��,�:�..-".",:.,.-,.,.,.. aA 1, . I ... 0 I- " \ i � I I I . � I I . I . .. _. zr,a,y be lowea away at I WhIte . E-4 ; ./ 11 z 1i�i.;,,-.'.-` ;-��.,�'�:::::,:::::::.', �.''...., � M ..- I ' I.... :::. .��.,: ::�:.,��.,::��:.,_'.. I - , owner s ex-cense. Towed i � __ L��-...- �,����,���:�,::::. .,:.:-. _1:1X:1_` _ . DETACHED SIDEWALK I . . . 3/16" . . \ , _::.:.:. I . I . . I . I . ! , - .I "'. ":::::7.-�:�:,,��: .. --._,� 2-18"long*4 bars . I. Pavement z . 4 :..,-.'.".'�',,'.�. -:":�:.,,��::�:��.-:::,�:......:: I':\ �. 1:� . . vehicies may be I _ . '_I 1. I -*.'..'� . a . * I 1 24" � I . .1.. 60TEK)PI-ATC-MAIK , . . � I ai- " I .�..,... . ,:%� l I at expansion joints . . reclaimea I. I ; 04 ..,.,.. .,_ . IC4 I I i - ... :., , ... I . . I _____ - - .. �� - I 'I.":..,. _:,... . 'Z .*. , , I . I I : . -, " ., ...... I I . A10TAP?`_ . I 11 or -"�y -.1-1 :..,.,�, - -_�:.:.: _ � ; I ..�'. ..,:...,..- ..� . U :: : _:,,.......,."�,�,X " . , "' , . �. m 0 � I a4 _ . � � I � ,::-:::.-�,'�-'.,-*�:�� .. ,�..::!:. :: : , . , , .::.:I , :�.:-: . I I I . ,�:::�:::".::::, ....:., . ::::,", . VA/V6_5-5e,a R-A A/ . I "elephoning—�' .,:.:.-_- . I �'� .. :�,� I .:.:: . � 1 "I'l""I'll""::-:.7.,:..::.::�::.:�, - VmiobI* � . � z ! .- I -I e..............-__ Concrete `oor4ng 4 '... . I 7 a I I . I . P-4 : I k1, ! I I I- I I �I . . .. I" 'LR. �� . . I ., .0) k-A __�, . i__� () I z . 11 I . I . X ! .I, 1 1-4 � I . � � . �� stape 1/4"per tool __I I-, , , -I . . . . I It, . i : 4 � I 11 *::. , ,a 4- 0 * , , . . . I .. a 2 9 : I a . I . . . - .0. � ; I I I P 6?_6 C - ,-----I__ . . .* . as a K4 t I z m . ,�. , .. . . - I � . . . 43 � ! .. ;?eg.� f _. I .� I . . 1 . . _L __-�-_20h�. --L-.,'-,- - . . '. I 6 . III I . . ... 0 . .. . .I f 1 P-4 �!124-' ,DTA.11 I . 4 1 1 .a .. .. . _ � . . . . . . . I i 1! --A- � I - I I-1 - . . ., . .. I " - . . I ::-. 11 . I . i . . . . . --_ �_------&. C I f.0- I ! m I : I I I � Class "3*"geegate base . 6 7 . I — 4C I I 11 _7_ 1,�1, � . I . . I . I L 4' tmio. depth. . . �� � ; NZAS : ... .1 1 -X. , I I I I . I - ,. I I I I" I - I I . � I .. Q _______-S I I I . . I 11 . I I . 1 4 1 . . . r i I I .11 � I I I I I I ��� � 1.ThJs section to be used only for . . I � . I I I � I I I I i . . . , I I . .�, I parking lots or as approved by . . - ; Hand�cap parking sign � I � ,# " I , INTEGRAL SIDEWALK the City En9i"64111'. . . 1* I I I I . . � . _1 ,,, I I I � I I - . .I . . . . i ( . 11 Refer t6f�---N . I I I I IA I I , . I I .. _!11 i I �� I I 11".11-111--, . .. ! ", -, CONCRETE., S' Vxk P C�Concrete,L51'min.4'ma-.Sll,mo, 2.�ihen curb Is placed adjacent to ! t 4��T _ ! \1� " . I I I 0 � "Isting or future irrigated land- . � 1 . . 1 /"a- \ I . w' ,tIft. I . .1. i I . �,-,,(!), F'IMSH:. PC.C. side elk shaft be qW*6 a twoom fiat I scope area. P.C.C.shall extend . � i �� 11ii; . I. Paim, curb lace blue " � I I � I - , I I I I down, as'shown,for livoisture . � . . . � I � ..., . . ".1 ./ - . I I 11 -1 . . 1. � " I I'll I �I I I I �11","- ,"'., " �' 1-11-11 "I-��" " I I:;�,11".-__,_,_-1-11 11__', .1-1_1"I'll .1 1-11.1111-111 -1 _,__, :( .Al.iNG a CURING-. A piqmeawd I;tali" and curin C"vound swi be used in accordaacv . 16ts 1 , - -. I �- I ' I-: - , ,"", � . I—11-:��_,__11-I I—�-1 ,� I "I � � I— -1 I I I'll�,"I' I I I � , � ,1�.SIE I � � . . � �;//-—. . ,4.... I . 111111- -�,��',-111, 11',;_1111�1'__.,W___ ,�- ---" ,11. ". - , _ ��, I , . 1 � . . . , , -�,�-,�, I ,I 1� I I I ,,,, I I I , I � , , I ` ,� ''''I � * � I . . I I I - -f�i -' I ,,, ''I � ,. ,_", -1,�" -��,�'1'1,"""�;:'l ,,, 1_ , ;, , Y ":",,''�,, � ,!,- � 1,1_I—, I " I.' -,I I �, "'"' ,"", , ' I , �� ", , I . I,� . .$14"a'"Its, so . barrier. Any alternate moisture .'. ,, I I y , ." 11 1�11, I ,, , 7�,,��7�," 11 I 1 � I,I, 1, I I , : . ,1' _ , ��, ��,,"', , "' ,�,_ ��"11, I— '� -, I 1:��'.,'��:�, � I I ," � _, � I 1� � ecitkolons. , I , I I I I I " , I � �-� .1 "� - : , , 11 � r "� � 11 , I , �' 11� " �:,,_'m�,�::�-,�,�,�,"�, - I I ,, I I ,,,� 1, - �,I . . .with fbe twevi,*ions of the Ospertement of Transporta"Ism � barrier shall be appmod by I .. .. .�..- , 4..,� 11� I . It, t I '' F. I , , , :, ,:"'17'_",1`,"'I""' , :,,� I I , I I I � �: � I � � r I � , . �. I I I " I 11 I I " ,� ". , � � , I , I ,:�, IV,, I , 1��,�" I 11 I I I I _', I� � , ' ' , I I � , 11 , �,', � __;� " "" , I. I I ,�� �',,,,,,,, , , I , 11 " �" , I "" ,,I,1���, 1.� 1 I , � I ��, 11"� I I , 1��, I I- � � �v I��,� 1'1'�I . "I I ,� . P. . I I I " "" I �, I . ''I" I � I " , I I", � � 1 ,, ,, - , , , ,�., 11 I I ''I . I 11 I I ; I I ; I � 11 � , . " �,,�,��",'I'll __ I � � I I , I� � , �.,I ?,�1_ .", , ,,,� ,," - , , � I , ': "� I I I . I "I I , �� " , �,., I ," I I , �, " �� -l"4 I I , -1 I 11 ,�',,,, , 11 ;," ", , ,,� �, �-,�` " ' ' I"," ,,, 11 z I "I I ,,� . * , *� * .-;* " � :1, -I � , I" ,,,A,�", I I I 1 , "I I I � 11, ��") � at espartsiop io;#I and c*td joints,to I . I I � �1, I �"" , "I � , , A ,� ��,,�� ,'� ''�:,1, . I I "I , I ",�,� I I 1, I , , - � " I 1 I �, 11 I , _�,,'��!",, ,,,, ,"� I,�,�,� .....) , I I I . , , . . " - .!6.. - ; ,_', I � I , "!_'.,'_,_,_00�Imm�� �%��. ��, 2".4 1" I" I - - I I I � ", - Owms,- In, smoom wv ,ta-es.I a - - I ; -4 1 1 1 1 � ,�". I 11%, � . . . :,�,.I k I � I � ,���ll.,�ll,�---.---,-,,-..,��;��,'--.�'I _ _ _1� , 0 . long of 24' aC. City. I , E . .- . I , � :, , I ,t, :�,� ", ._�` ,- I I I � � . I I,'', � I I I I .. I 11, I I I I . r - � i 1 60" 1 MAX. i I . I I , " , -1 -, I - I .1 ' - "� ; . -------_ 11 I I �, I "' �I ,� IL�; " I : I . n � :1 ' , , I ; - I I . I ARL , ,- I I I I ,1. � I "I I . . � � 4 1 ,��,, 'I) I . I po v i I I ,� I I I I I . I I i � I I I , � �_ ��� . A , - , )_--1 S.C.RS. � L� I I . k , 1,11, . I � I ," '�D ExftHlSI<W'Jot'"TS-.,-1/4r,wipottsioo materiot Shan be Placed,at driveways,ond Note 2, depth may Be redmod. Class 3"aggregate base 11;11. �7 � I "i I �, "' , � , ,: ,,�;L'15 ' � ' ` , 11 I , , : ���-,,,,,,. I � i " I I � o`"-________ � � I I I ' 'I � 1-11 D 7'By:"'�', , I I be greased of slecived 00 one eft4- 1 , m I � I 'M It,0- ASSOC-IATES I , DESIGNE "I �, � . I . I � ,� . I I I . � I I I 1, I , I � ,� ,,,�'11 L- ''I ''I'll 1, 11� � �i . ,k- I � , - � . " i � 1 1 1 1 1# "RO .� , 11 � . 15 1 P4 1 T� C E 11 , I , I � I I 6"min.depth unless � � z � EkGINPEERIN4'01tv L E I LOP' 11 I 11 ___-_1. 'a � ksl_ 6 .1 i;-I 1� I � � &whoo Z"is=located as in 9F 4'.� U � /_Finished,,,-irade 0 ; I I" 0 - '320 WOW StRtET I I : CITY OF � 0 , "', ,"�,_�:`, "" ' � I ��, - ,�, - . � � )____ , � ' � ',( strips or 4wovede4ual shelf be soacto L i I , L � ---7---_7-,-----_ _ -,I-�-,7=7-777-7777�7 777, -,.I 7�--i,7,--�_,,�,,� �Ic E_ KEE . I L I . L _,��"F .- 7 �-7�;7 --,,-. 5y I 1 1� L� �'! � ' -_ -' 1 , "I 1, 11 �,; 11 I I 100,01 ' I I 1, :,,I 1, I I - 11, L - ` ' 7;#, 16 , ,� ,, � I��277 ,,, , ,9, I 1 1, 11 _k I '' -- ,-,, - , I I I 11 � ,, . I I otherwise acted. I I 11, , , I � "I I � �''� , IDEPARTM T 7�,',',, � b "Ic,,, ,,,,, L, I I �. S-4 ,,'�_ �� �, : @ I�I WEAK0490 PtA*t JOINTS: Plastic ovitop quit4joint � / . �, L , ,' 1, , �%",' ' '%'"'I 3�"'" ,L , , ,�� � �, I � I E, I ,ft L",�,,�`,���',:, ,�''� ,I , ",,� 11, ' ' , I ,�,�-, L ,�, , I , �� I I , I " I I , I I , , , , I D, ,.,'�" �11 ,�,�� at 20,oc� Itno I 1/2'ditts. . SAN LUIS OBISPO,,CA 93401, '� I I I , , �, � � , I I� .L I 17�,&�f ': ,, L L, , f - ,� : ,, � ,�, , -" , - �, 1 ''I I "A"'5W , - !� ," I � I , , " I� � I "I ", . . I I . --%I— \I-- z . . . I I I _1-1 I 1 , "'L ,I I'A , �, . I �1�''3,�,��,���.,� ,:, ,,,, - - � 14 1 1 1 W I I I L I �� .11 I , I 11 " I , ,L, I , �.:'',-" �� I f " , I �" 1-1, 1 � I I L .. ,,, 1'11� '� �11 I , I��, , :,L , , 'L ,� _: tlic : v,, ,,��� , I , � ,, ''I I ''I : , , , ,�, _���", ' L, � : . , '.1,i, e , � , I ", '' �,,....... L . 11 ".I I - I , , ,: , , , I I 1, �: � I'll, - I I 1, ,�',�-��,J I � L I i I . 11 I I . ' I SCALE ED,_J, I I I I � I "� . "I � � " " P " -bA, " , 1� ,-11 L , �', � I ,'FOR A0O,If4sjoewAt.x TO EXIST CURB:104.x 6' dowels 11001111 be I PHONE (805) 649-8658' LIC ��KP- I , I " "'' `,, �, 11 , I � oillid,in I beck of curb of 240or- - . str-oes 0 1 - I L I I 11 APPROV I "I �� 1 I I , - , :4�-�'' 4 ���, I 1 , 11:, , i I . I I . I I I . I I 11 I ,6', , �L i -11 I I �__01. I . . (D I I I � I I , I I I I " 1� �',, 'I" '! ,�� "'I'll I'�,�,,�,,'� " ,�,, � �I �"_,�� W��� I ,", ,�', ,� ,, - I -odinent to"StM A.C.paVing 0011 i"lude WwCUtting ! . L � I I L �- I ,, L ' , 1: , " �, I " ; � , �1, I ,. ,, ,, I L 11 �,., ��-11`L'' - �, : '', L' 'I I-",;I, �, �, i,�,,`��", I -,i , n&.82 _ z I I �." I I I I , I I I L " I . , I , I I -.e. " , , I ,I,�' � �, It t�,�I ,��, , a remOV61 of A.C. paviftq. I I I A14) I _ , - , I I I �-,�., I��!�,,,'t 11 ,,,�,�,,, I � ,:1 ,��,��,'',�, (D GUTTER OMSTRUCTICIN I !I IC4 1 1 1 1 , I " I 10', � ,� , �" "� ��:'��"":��""""",�"''�'�,, I "I 1 I I I I I ,� �, 11 , , ,, I 11 , .1 ,I 1,', , I I I L ,, . � , - , � , , 11" ���L���,"'_'� �''�' ,, .�, I I 11 ::%,� I I ",""",�, . I ___ 11, I �L I I � 11 I I ,� I P-T'.��,�� , � �,I'll,," �', ,�' I . ,� 11�,�: , I I '�'''� " .11 _1 11 .1 I.: .,�-� �,�,,,,, _�,,11 ���, '1�I,,, I I � . I 1, ,, I �� 111'��,'�,"`�,,: �'_ ;�,11 i11�1 �11 �, , , , I '�' '' � � ,_�,"`Ihl,��,':1.:�� , , , , " ',E � I I � i �_ co . I � I I L ,e , . , ,, � , ': ' "' I '_�_`,,,' :'_,'�,,,,,� I L,'��,"� . I _____ i I : ,, I 11 , _1, N , , ,� �, -1 I,_ I ��,L� ��, , - ", , ,� �SH E-,T, 1�1 I I ,� 12"avin. free%mw edo fit,auttv. . . 11 i C14 . I I I,, . .11 I I , I I I I 1,�,,,"",',�:�,�,,","'_'m�," - ,� I I'��,�_ ": , 1 3/16" 1, ! i � 'L , �� , , '' I I . I - L I � e I �',� ' 'I I � I , - , , , , I 11�I I �1 4��"�, ��, "' ","!''? . � I i ; I I I � I , �, '' � I�i,�� 11," , " . ,.� "" �,i � �L ' I , I � : �",�,,,�,�,",�.,�,,� � ,", ,'' ,� , I _�:,"' � ,I I I I I _ � � L � I � I -, �1, , - L� ,� ��",',,,,,,,,,, ��:",��,`�i I I I k I �: �L , �_c ': , ,� 1-1 C_:��,�,:,�� , ,III�'k I I�"I � ',�'��' I I �'� L 2 . I . I I I I I I�g '� � � I , I - I �1, , I , 1 �L - ,� 1�� � I I I I, -,, 11 , I I I I � I I . I ,�, , -, A E,,i',�",� 4I1 1 1 , , 11 I I , , ��,�" , ,"IL I ,�, - ,ft ��L�,�,�'�,'� �Lp , , 1 3 , , I . . I I I 1'r I I �_ � 1� , I 1,�, 11�1,1 , �, -,2, _ 3�" -L'I, I . 1 I 1� I a4 . I L �� � I I . I I I I - I , I " , Y� 0", I 1,14 I �: I I - �111�I�I " � 11 .1 . '' - I _ I . ;4 11l . ,KEITH V, CROW � RICE ' I 581 I "'!"' , 1, :"' T 8","e - �� I '� I . I I ,�, , - I ____ . --- - . I L I � � " , -I 1-1 . 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"'� , 1 _t'N _," L" ` '_ " ' ' ' ',"�,", , "I 1-1"I� I L , 11 11 L , .� " ,'' _ '' , , , , -�,�,��,F " L , ; , ", ',, . i I I IL �-,�,�1.1�l-.�,�,-�'ll,��.,�.,-,�,R" -��,��-?-,,;,-,;��-,,:,� 'Tj-'��_ �1-,� , , I I �. , . I I I 11 I I I I I � z I I I I I I I , _.I I, , I i"!',-;,, � I I . . .,^ I I I �-m-sj -%t I � -11 i 11 I ' _��" ,"",,, *_' , ,,,�, ,,,�17 1111, I I " 1: �,�-" , , I EA ,�`0`t,' , 11.,it-t4 SIDEWALK ,A-.-*�O&— � . ,I ,* �------ - U I I I - ,1 �,,,,,;,Iz� 77� s''111 -�,% '. � �__ c1r. r DATE � ` �D�80RIPTION ,' :� ' �1 1 I I L' ''I "I � I I� �`,:-�"'%'��' '��L,',"'T � .-�' -, I ,`�,�, ,1, ' ' ,,, :� I I � � I t I 1� ' 'I ,�, 11 � I , ,,"' -',6,-,,` " �- ,, - � . I I I-------- ------------ I I �",�". , ", �-;� i'',�.""��L'"'�(',���,�,,,��,,,'I � ''I I ,!, I _,�I " 1;1 - ,�,,� :,Rrzl ��, """ , 1�1'_ I -,� � k - i I I �',L�, ��`, %�L I ",'' � , � `-,'' - , I L I ! � ,yp , . 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I — _ �--�'---'-----------'—'—�—L—���"'-'—"�------ � ,-- ,1- I 1 . I I L - I . L11111-11111 __ . _.-1---.''I_._.___.......1-1 ----111111 . I ''I "I 11 I I I I L � 1-1.1- 1—I- -I 11 11.11, 1.1111, ,11,_ .I-11 I�11 I——Z� I— �111 I I I I-1,L I 11 11-...I ....... _ , _---------- _ ,,,,, '__......�L��—""—,"�—'—'—"",��'�----,�-,�--��,,�—,--,L—L......�,,�,�-�-"",---,-,—�,��""�""-�'L'—-------10 sataaes aura ®iat'TSR.. ..#PePIaALK fliN d;q /� a- $Q{1d ifQQYQ,Cat6t IPBna �f bB{t TOO,crass. _ tcL..^Yy iK�.71 w M d.xM,l.,!2"mfn.lQn®ih Gfond g» varve,#tc. � i i �.'6Y C6°fC.�3t.P.tLX3 PLAN s j GRADE r, � �" •�'•• •r � 35.a��� � 5a1fd rubber goskst � ' VY/L P.C.BLOCKS � � i . N + .• )shall be Snstalled(inspectionrequired) ; �T;wu black-Class 8 PM, 4 • CUT—IN I shielded from baits F tlangQs I w "ra�.X'• Com: ti,• .�-..ciw�. :7 A APPROVED CHECK VALVE 9 B O.S.E.Y. VALVE NOTE PLASTiC PIPE snail not be hot-topped. SECTION C 90" BEAtDS, C.I., FL. snwam Q VERTICAL. PIPE, FL. 54" OR AS REQUIRED Tapping valve-MJ.,Class t2s, TAPPING SLEEVE & VALVE OR LINE VALVE, a-ringtype,MUELLERt�67 Topping siearQ shot]be.separated from (D Wye in sewer main, factory fabricated. nearest bell,flange,aervfa ctaa+paeaa�so 2 l�bend (450), 4's min. diameter. Bend shall point downstream and enter main at INCLUDING I NCLU�DII NpyG LATERAL. ® Topping sleeve--M.J.,Class 123 uap,ste•by a distance no less the t'h vertical angleornot: less than So nor more than 450. FLANGED COUPLING ADAPTER MUELLER H-610.sr o pfpi dianeQtsrsawftA o minimum of IQ'. 3 Sewer lateral, 4 min. diameter. Pipe shall be vitreous clay, sched. 40 ABS, MUELLER H-6i3 SDR 35 PVC, or Class 150 cast iron water line. Minimum slope ohall ber/4"per foot. The top of curb shall be marked with an "S.aa directly over the lateral. The sass, is dram. to diem. shall be stamped in new concrete or chiseled into existing concrete. The $Isis NOTE: UP TO 4`° USE G.I.PIPE &FITTINGS is'min. to*min. shall not be less than 3" high, las wide, and "deep. JStopper & seal. IZ H— aII�sENS When non-metallic pipe is used, magnetic tape shall be placed in trench, over lateral, from sewer main to end of lateral, at a depth of 24`s-•32", then up Z'TO ® 24°® to surface. (7 Sewer lateral. shall not be less than 36" deep, from top of pipe, unless constructed of cast iron waterline or encased•in P.C.C. 4!°TO S�° 30#0 �: • �} Maximum depth of lateral at.gutter line be 60"when terrain is flat. Split in swtvol land shalt be .d �'q--„ Thrust block-Class 8 QC.C., U Wye, 450, 414 mita. diameter. WITO10 36” offset from split in topping »• :`.` r shielded from bolts�"flanges. 1/6 berm, (450), 4T0 mitt• diameter. sleeve by one bait posilioro. ..�•r HOT TAP tb Riser, 4$I min. diameter. -I!i PROVED 8Y THE CITY ENGINEER DATE PPROVED EKY THE CITY ENGINEER DATE PPRf�VEfa BY THE CITY ENGINEER DATE DOUBLE CHECK ASSEMBLY -�'4�-�, ��'.'.' t•t=.�� REVISIONS BY APP DATE SEWER �-:ATERAL, � REVISIONS BY APP DATE (FOR 2"To I®'SERVICES REVIsioNs BY APP aATE WATERLINE TIE-IN der ele�s+r wt 4ttsat Wtf IZ-!4 8i53EA i 4 ISM- 1 r Ya w s ENGINEERING DEVELOPMENT ASSOCIATES DE�SIGNE©. �Y: 1320'NIPOMO STREET + . � ..: r .., DEPA#�'TMEN O �RL:IC WOR S, , SAN LUIS OBISPO CA 93401. „ PHONE 05 549-8 `5 LIC. 'E?C " EX (8 ) 6 $ G PSCALE. ARI'R+OVED LING.` P C)ATE: . ft ,.. SHEET"'' . KEITH V. CROWE RCE 1581 ' CITY "EN GIN Ate, REVISIONS O SHEETS .. -Ow . .. aR� �� P ., . ,..E F . , , . ��. ��, _,>.,. ; DATE DESCRIPTION" �..,., _ ,. R 'RICES .,, . •,s s r, y , y p •. ".-..., ., ., ,• ... 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