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i TO 00 r6 I I -11, - "I'll, ',',, "I REORDER ,NO k0QU -_ GENERAL NOTES: I 1, ALL CONSTRUCTION SHALL CON FORM TO COUNTY OF SANIJOAQUINiMPROYEMENT ' : ' SPECIFICATIONSAND STANDARDS. � I I � 2, BENCHMARK� SAN JOAi COUNTY BENCHMARK #35, BF�ASSCAP INCI'ONIC, AT NLW� PETUPiN0FHGHWA,Y 120ANDA03TINIRD., ELEY.=45,608 I , " , 1 '3� .. � FINI'.)H (iRAD E PRO FI L E R E PR E S El -,[T S C Et,l T ER LIN E 0 F ST F E ET, I - 4, ANY EX� S T 11`141(i WE L L'J 1,NICOUN T ER ED SHAL L BE AB/CNDot,,,'E[) At,111) 3 EAL L ED P ER S,ANJOAQUIN COUINTY R EQUIR, EM EN I'S, I I 5, T H E CON TF;',4_,' TOR I 3 R [I-' ISWON `_'�I B LE TO r iO TI FY AL L U Ii LITY ClOiMl RAIAI i 3,18 HOUR 3 PRIOR' 1'()�-1141,IIYEXCA',�'�%,T��(,'�t��i(�--'�OTI-iE!I,�t..It,,IESC/��i'�I BEMArl-l(KED, t)Tll-IlYr,'.(-,",'�P/,,41,411r--',,�ToBE NO I I H ED INC Li E, BU r NOT LlMi T ED TO: Pki �,'�' ;� E�., CO"I'A T E L, U, S A� ( 8 1 .-I 0)") 4 -2 - 2 1,4 4 '341 J()AOUIN COUNTY'HAT ER' ( 2 0 9 )1, -1 6) 8 - 3 0 2 3 rJ 0 U T H �.`.",,* J 0 AA0,11 N C 0 U tl T Y � R1 R � (3,,',T 1 0 N D 'I �'-,_j Fe -'I 1 C T ( 2 0 9) 8223 - 3 1 0 1 G - ITS"HALL BE THE CONTRACJOR'S RESPON'-DIBILITYTO NINI"EDIAT EL',11 11,1C)TIFYTHE COUNTY iNS )PECTOR AND THE DE:SV�N EN(�INEER'UPONI Di")COYERY OFANY FIELD I CC 11I,IFLICTS, - I 3, 1: PI ') ''i _�H41C -TFIESE'-",,�%,�,,�':��',,'-TL,'C'lt�T"-'��'-i![T'-N,A,��,'-,��'i�'-'�'I ` - l_ � ANY D " ' VIATIO1 :"'CiR( i iESiN � �L ,�TtMi " Iff"I a- r JYALOFTH�: V. _� I D E'_',-I(iN ENGiNEER';HALLAB' )OL Y E TH E DE`_"1i(-,N EN(I-N EER, OF ,ANY �4-0 ALL R E'3i PO N S I BI L I TY 0 F S'A D D E VI�A F 1 (_�,,'N 0 R� CH A",11 �.� E, ", I - - , - 3, TH E C 0 N T R,�' ,C T' "' R 3 T� iA L L t,10 I I F Y T Fi F C, 0 U N TY E " (�-, I N E E R 2 4 I � C', UR'3) P R I C) R T 0 P4 r ,� i �/ � REC,,��,IIREDit��'-;F'�L--.'('T;ON, PH()NE (209'11468-4#44,-�N-_�l , � � , - r ", 9, Ti-i'[':'':".""�,tRYE'�C��r�"-�H,A,t.L6E�,'�IOTIFiED 24 ��,O�,'R'j�,�N',��1.)��,',,-14'CE(-�F `,`,�ENHELD -TAKIN(34 , , , ,j , 1 Q �_ TO BEf-_'0JiRE:D, 10. CONTF1,4(JOR ."HALL KE'EP EX.)`33T, �`_31` I -1 F` F _' I `3 FRECE- FROM D�RT AND D'EEJP�S' E:,0-_�I1`K3,1�',LL -, FD ii,A, ',')'E 8 0 F C O �,15 T � ! r. I 1, Cf,)� 11PAC'JI;O�`4 TESTS SIHALL 5I`,_-. PERFI,DFOMED ON �A I .Y ,j � ,LL TRENICH,��:S TOVERIF"i"THAT I 11 I 01"'lM P,4-', TICIN COl",I Ff_")FiM'3 TC) C O-UNTY STA1,1DARD5, THE INITIAL TEV,_,�'AwoNt-f4EJES-T, � _"tt-aff.m. '�lir�-OR�4!-:EYBY-Tt"-�lE�CO,k,,NTY(,7-4H(,kqNO,T,'C�$-;"MIEO(�p,-�IZ-1)1��,�,,�,\I-L�,�IAM'TK)�4,4t- 7 T -,' G - AP.TfiE --T, PEN,&E, .,_F�Tft*WLt-8E'r , 0CWTRAC r9_5 ex � .) I �D I ''If, If., I 2', ALLVALVE' SI-4AL� k�E�'ETTOHHI'H F''� E,A " 3 I � b I G L D , F T E R 0 , ",F � I , �1, -, , , - , -4 -, 1� -) � 1.1 13, T[q,e�FF��(',"YY,�-V-'i�,,,ilt,ii,,-i�, Fi,�l,'�'��)i-AT'("'��)"�,,N,iC'� f."U'DE' i( NS l'H.A,LL BE fl'_� i'AL LED .'sS LO(_,A TiONI ,J �, I �, - I 11 , I) r �4 i � T_ I ,.', % 11 't 'N -1 f- ", ,�,"a't,"t."O-� '14CE `l`�11'- ('��-',[,',F"��,.",!��'-I�r��-'�!D, �,L), C: � 1- IOVYT,� C)N "L %N1'3 1N O ` -_ � I ,E) � - �111 - � I L-) L � ,J� _ �A,_, � � 14, AL L PI P E (�RAD E'_-"', `�"",IC )'11�'�T'4` , ' -i r' LO'*'LIN F E L E`�t`, P 15, AL L TT"I E'-'N(_'H EX CAVAJICIN �'4' RD B,4'K FI 1. L SH AL L B E IN,-%,(',CC,'F'lD4 41C E W1 I 1-1 S,44 JOAQUIN COUNTY S TA-IDARD D E 5,11 L #A,-,? 16, ALL TR ENCHE "i OV ER FIV F F E FT iN D EP [H '1:1H,_1OL L B E it i,-�1,CCORD,4,I(1' E 1,;ATH CAL -0 SH,A, - 11 - - , , i F t ""ONSTRkICTION S" FETY "Fr' '.'.�'-�'3"(-.�"lr-",i�EI'I-['El."ITIO""�. (',ONTR,,,XC.T(I,R��viUc'T'i�",�,'��'E V�A,L[D C -D,�,� E: y l" l�1_jl -3'- �j F - � L z �,� - - ,L4)r3HA, TRENC[i'�:"HC,I'Itlql(.,F-��1--l��"lil'i' -'[) BY (',A 17, ,A,Ll-'Y�,',,�TF-f�Lit,IE'"�'�:",�i,,�,i-l-i-4.,g'�,'�'F--A,�Ai��,f�'-'.OYEFiOF3(1". I 1 8, Al L CON STRUCTI(Di'4 0 F V�(AT ER SY ST EM ' )HAL L B E P ER 5AN JOAQUIN COUNTY IM PROV EM ENT 3 P EC'S _441) ': )T`i'�4ND,4-!D S (3) E E - ECTi0N 7 61 AWD �M L L B E SU BJ EC T T 0 ') 1) -D I � FIN,A,L INS P ECTION � 11 I ,q, VALVEEXTENSIC',NSARE REC,)(,ItREDO"l�,,!-LYALYE,'.-)�,'�flERE�VA-rEP)LI��ECoYER EXC E EDS) FI V E F E'E-T, 21), F�R('-HYDR��NT"�T(DBE�;t,4'-'�TALLEDA\,-i L.C�(-,'Al'iON'Z'�'-"'�.'r-if)'V��T40N�)L,,��l�l')'I,t,4�A�,'�"-C�F�,D�,'��(-"��: , , I A i�, I T%�� jj` C\ k4r,l *q yi`�ITH SAN JQAC_"'�i C'C"Fli, � _1� ,-� C- IDIIDET,414L #V4. Ilos .) 211, ,-'%,LL FIREHYDRA'NT INSTALLATIONS �M[A, BE SUBJECT TOINSPECTI(IN AND APPROYAL BY By 7. THE LOCAL FIRE CHIEF. lt,iSPEECTION iHE 'FIRE DEPT, �MLL ONLY CBE IMADE AT RtEOUEST I - : ::1 i --,', "'U P P L Y ; I - " OFT'HEP�.jE,,",-Ic'�,',��".'RK.'--',!'�,1"'PE�'-'TC,rr�,",T'--"'CH"T!MEA"3A,LL��DRK!t",IT'rlE\,',�'ATEI "J SYSTEMHA"i BEE�NCOMPLETED, 22, CONTRACTOR �DHALL PR,0 V�DEADU`JT CONTRO L AT AL L. TIM ES, PRIORTOOBTIA;NiNC, l WATER FROK4 FIRE HYDR�aiwt �'-_-), THE COtATRACTOR MUST OBTAIN `A�4`TERMETER FRi(11l'VA �YATERCOMPA%1,4Y, , " 1 � 2 3l, "T R A F F 1 C C 0 N T P`,, C, L A L C) iN C4' " 3 I ATE' H i (� H �,%, ,,`�',� 1 2 ) � 1��, I ,Z� .1 PRIOR TO B EG't,1NiN(_�,ANY'*y)R K ON E',X.I' - T, H�CiHWAY, AD %�A�C EVVAF-��WNC^i SI(dN S I �� (C 1 3 O*D C � 8) R�A-!,AL L B E �NSJA1 L ED, I B, T)A�) -V,,�A,Y T'P),A, F F I C, f, I -2' lMl IN � L A, q, E S I S � i A ! LL p ,E m Ai, �,a,4\1 N I- D AT A L L T N! ES, U N L E'3 S V- � . - -j OTHER�,OISE,A,PPROVED BY [HrECOUNTY ENGINEER, "I C, TRAFFIC0DNTRO L �_`,HAL. L 6 E PRO VID E'D IN iV_',CORDA1,11C E IvIffli-I CALTRk'qN,-:)' �_ "IMANIVAL OF TRAFFIC, �,'_',0114TROLS FORCO'NST-AND M�4N'NNNANICE�IADRK ZONES" �_ CURR ENT EDDITION. F,�-'; LUR E TO CtOtvi P LY MAY R E SU I, T IN NiM EOIAT E ST 0 P PW-dE �:: 0 F \,�,CiR K UN T I L TH E PRC) IP ER'T RAF FIC CO3 IAT ROL � 3 IN ( DRD ER � ol� w > D , MODI F ICAT ION S TO Ti -1:3T RA FFIC CONTF")0 L P LAV DIC , TAT ED BY FI E LD TRAF FIC 1 _� C t � ') CONDIT IC N S SHAL L, BE MA) E 'MM EDIAT E LY BY TH E CON TRACTOR AS R EQUIR ED BY TH E COUN TY ENI(�lN E ER, , - 23� COTRACTOR A(iR E E S THAT IN ACCORDANIC E \NITH G EN ERAL LY A(C E P T ED CONST, PRACT IC E 3, CONTRACT CtR 'Y'A L L. 6 E R EQUiR ED TO AS SUM E :30 L E M -D COM P L ETE . , -) R E 3 PON 34 6 LITY RDR JO B '31TE C C`lI`,1D(TIF')t`,I 3 D(1!R1t,,1(3 TH E COUR S E 0 F CON "T, 0 F TH E r PROJECT NC,11)[ANG '-',Ar E FY ii F Al. L P ER,'�ON S 4,0 F PROP ERTY� TEIATTFiIS' ' 11 a �_ R EQUtR EM EN,r,�iAu,_ BE IM "D E TO AP PLY C(__)NTIN'U0Q SLY AND NOT BE Lltvil_r EDT NIOPiNiAL%��OF-,'KI��(4�iOljR"),��",J'�,�DCOt,l-rF,',,",4-'-i'ORr'-�iRl"r-iERi�4,-,REESTC)D'C-F'[":'ND, INDE)OeiNII'r_'Y' AND HO LD TH E D ESIGiN PRO F E'3`310NAL I L E SS FROM ANYAND AL L LIABI UTY , .j j,AF_,,\, ,, R EAL C r D, IN CONIN EC I !ON Vi I - "EP�Ff-�PI�yii�4qCEOF'y�Ok'KONI'i-ilSP�.",()JECT,, ORALLE 4E �_,111 EXCEPIRNG LIABILITY �,�RI'311`4(3 FRON4 TH�_�S 0_LE'NE(3LI(3ENCE OF DE3K_;tN PRO FESSIONAL, --- . ....... ............. ----- ... . . ....... � -- --------------- - - - � - '4, P ERMI T 3 S H AL L 6 E o BT AIN! E D'*� 1, F N E Y ER TH E Vyy,) R K COM E ' UN D E R TH E I JR1' DD �C TI 0 N 4 � - \) ,,It ,,� OFAWYOFT�iEFOL,LO\,�INGi%,C4ENCIES, AFI'ERPERNflTISOBTANED,1-1--�E$\GENCYM(JST BENOI'IFIEDPP.,IfDRTO�,WDRKBEI�N(',iDC)NEASREC,l�[IREDI�lT�1EPERN�i�T'I A. SANJOAOUIN COUNTY PU B LICV,K)R K 'S D E PT, 18 1 0 E, H,kZ E LTON A4VE., S TOC K"TON, CA,, 9 5 2 01 I ( 2 1) 9) 4 6 8 - #,V '-11) �,- 1 6,, 1 B , CALTRAN3 4 2� 0 � -, I 11 �Z_rr, 0 ;,� 1 ,,,I e"'T"', E51;, f"?�,, , ,,-,,,e, " �1� �,; 1,;�,,5',, �, (" -1/ I � ?4�, 1) 5 _,1 - 6-1 1 I I I i I ''I��l---�l-l�-,�"-,-"---.""-�.--",--,�I ........ ________-1___ tz5, Polyvinyl Chloride pipe Shall meet the requirements of AWWA C-900 "Polyvinyl Chloride (PVC) Pressure Pipe". Pipe sizes shall be 4" through 811 only AWWA Class 150 minimum. All Class 1.50 pipe Shall neet the requireirients of DR l8 and Class 200 pipe shall meet the, requirements of DR 14 with cast iron O.D. All pipe sihall, be suitable for use as a pr(�ssure conduit. Provisions shall be made for expansion and contraction at each joint with a "O" ring elastomeric gasket seal meeting the re- quirements of ASTM D-1869 and F-477. oints will not be permitted, The bell section shall be designed to be at least as strong as the pipe wall. I Fittings for PVC pipe shall be cast-, iron only. ' �,, t�, (late valves shall be double disc with non-ristinq stem meet- the latest revisions of AM4A C-500 with a design working pressure of one hundred seventy-five (175) psi. Valve p e "metropolitan" or Muller, No. A-2380 with valve disc se,ftls of Gra(le ,I bronze, double disc type with parallel t seated gate valves conforming to AWWA specifica- tion C509-80 are acceptable and are required for fire hydrant i I . � 1, ��rl_ <:��IJF(,_�� io F��,e5 <�,,-A,i AffF,,N55r) MA1*Aii_S V�,�,I�:,(, /1, f3ockfilt with materials equal to or. � __ - - _ - b'etter than the existing pavement I - , � in quality and thickness, 1�1 I", ", /--Existing poven-lent'- - ", �111"` - _��Z 7, 1, � _Zcrx_rr",__-__F47�j�,�4 - Z�, ".illt.9--�f-�-"-Lx,,-?-Ie:zr-.,. I �* - -LtAa�' '� ., _1 � , ," . _ 1. � � I 1. � .� ,., ' Lt .1 I - - - - - , . I . , '_,�_ - . I . � 4_ . � . � ?M -.�-�--t-�',---'-�-----��,'-,-,�,�,..- A�' - � ,V- ", � I..---- -- , _X1_ ------- � -- ----- ------ - , 71 ------- ='_=:,i = :_-,_ ____",_"_'_=__"r_ - = ' _ = ---- � --- 11__-_1_1 1�1111_11711:: � � 0 - 7�E,- - - -- -- ------ - - - - --- 1 ,64- - '_ compact In 12" rnux� loyeAs I I I - - _ __ - _ -"-,-- I'll __ - -- � -- -_ - -, :_= = ='_ _7 ____,__",=====_=:_ � � - __ I- - :: ":_= i -1-111--1111, _ - -.,::- - I , ___, I -,,:,,,--.=:,, =-=--.= - � / to a min, relotive, Com - - - --"-_:,- I- .) r6-mln.. -__ ___ ). / P<)Ctjon �, == 1, _"_._==_-_-___:_:= _��,:,�_ I .... .. :�__', ... = - __ - __'_,_______,__:_=�, N =:= ------ �__=__�_:� 4�_ �, - -, - - _ - __ - -, (-Tr y P ) - ------ 11111--- ____,__=',==,__ _I/ of 95%tnder pavement and ' ... . .... ...... , �� _,___=:__r____=�_ _____,_,__,_____ . . ...... __--=-___1--. § , - _rr - _,:___,: - ------ = I I , - � --- - - , --rl--'--l�-1--'--'--l-11-�-'-----�--'---"-"""I-rl"-"-)--- -, ...... 1- -- " � � ____ ), shwIders, ond 90 , -11-11 111.1-111-1 l % , / ___ _ - __ .. .. .. _ ____ _ � � _ '. I—- _ _, ,-- � e-rr -------- - 1- __ , __ - __� ,v___ -_ � I �� outside shoulders. , ,z= - - ---- =_-,.____ __________.__ I—— 0 ) - -111- -11111-1- --1-11111- I --- ), A— � 1-11-1. - - __ � . ..... � -"Ir=��='--'".-'"'-'-"--"'---�-"'=- -----'--'--' B � ___ _ -1-11-1 - ------ ?__ =-"-,---"��",-,-,,Z.-,--:�--l",,-----� ... ===. ,� I /A _ -------- -- 1, a� - - I—— _-__1 ___ I ", I.---l'I'�"Ir-1111111-11�-11-Irl-Irl�-11111�""II-1.1�1--"-'��-- ____ ___ - -____.__1--, i � � C " --- - , - �,Compocl in 24"max, layers � � I I - - ,_ __ I � I.- _==Z�7- > � "I'll- 11 __ 1-1-1-- - - " 1-1-11- �1' to a rn I in I FF) U 11) ,� _-, =:r_"_r_L , I - 10 I __ __ , felafive compodion l " 0/ =77 `� ___ _ --1 � - 111-1-1--` - � __ ... . �_ -, �:._.w=::_ 0� = � I � - " - ___ 11 l - - -- - , _=,-7�:,: ,,�), . _ - ,---.I- of 85 a/0, " -1, ,_,�,,=, =- �� 1�.,� , ,.-.,-.= � ..... . - , )) ,-- - __ ___ , � -11, --- I— -1 - _ , -_ . , "', - - 111.11, - �� __ I 11-11 _11-1 - , 0 - - �--- Compocl in 6" layers J I _ - I _= __111 7 1-1-1 -- 11 . .. ....... - __ ___ - L. - lL___1 . 1. I"9 , 0, D, 10 �v to a rninimurn 11) 0, D� - --1-1-1 . .. ...... ---1--r--- I-1 relative compaction 4n� lin, 90%. � 0, DJ20" Min, of Mill D.+ 20" Min ,_ � ......... . .____1__-_------_ -,- _____ ' RIGID CONDU IT FLEXIBLE CONDUIT _ . -,------- -N,Q1L5_� L Relative compaction of materja�s shall be tested by the State of Califutillia, Dept of Transportotit;ln Testing Monuol, lest method No California 216 or 23i 2� All existing pavernent shall be neatly cut to line priov to trench excovotiOn. 3� Jetting or ix)ndiog wtlil be permitted wnhin the street i of Woy with 3 y6or tx)nd. 4, * When shown by soil composition ond compoctibililly, ninety percent ( 9 0 OX. ) compaction moy be used, when approved by the Director of Public Works, . I 1-gE;� - 'c,H N -..I'------,,- ____._ , , P I T11. ,� L&,��,�00021� - ,�7 _�:;i� , � ", _6�� Cost I'On Gap � lopp.d 2' Sid. - -_ la _� 17 - ___ ----- --- - - - ----_--_ - _] � � I -1 " 2' Sq�wa Sitel Val,e Olo . , - N I �k, , A�t)tvvs OR, 'M P;;,e , � / " L2 " S i a , d a, d Goly Rpe �, � - - _ __ - - __ - ___ tt , / T __ " , , ,,,,`_,, I I I ��,11�� l XW7,�I�,v,4�w�l ,� ,�/,, 4"� "' , �" I I "I bockfi[l C',ehl"d , , ` ,� � ` I , , �, r,Q,,M,�,,,Q lho'D"��hdy i/ zl , I I �1'1', ,7,',�, O� �- I IR A �,, I PLAN === V0 r I -I L,d, /��", C , �,%Uo�,81`,,,, f, �, E�(� ., 'a h st G- I ,�', ( V 't '_� -/-a, .1 , 44.11 ,,, , � - � -1, , , T�;k I , f� . " . , ,� ,� �,� , '! , . �. � . " : � _ - "' 51 . , - , , , � , 1, , �_ _�, : � � . .... -, .. , , � - - . __,,,�_ , - - * - 0� , � � ".� " . . . . � � ,. . � . _,., -111, . 11� Zq1_-,��e,,,-,,,zz"q,! I',' W� I ,� , _. eZ, 4�1_1,ZeUI,114, % � -, , I � I �'� I , , I , _ , �� . I �� I � ��` � , , , � . . * . , . - � , � I . "'. ��", 4' , I ,�R��A, ,��'?,�,,,�,,;�'N'�r,��;7;;�i��,��-11-1'-, 4 1 -I 1;4�11_11'1i�,, I. " 11 4, � -_ Z' Cop 1`00envs ) , i I, I I- , - I Z' Gal,, Nipp�e , 11 �, i 2" sq�o,e Sleet VQI�e ?40 , ____,________, T �'; , 1, , 'A , -.-,-,. 11 ,- -2" C,a(�, 51,eel El�o� __ , 77 � ' , K , �, -, __,_ 1�,"",,", ,�', "�,�,7 C� � --- � I ,�� 11 �1' I ,Fj I , ".1 - 2' Sto,dyd Gait Valk�e I'll al I I � " I I )4, I I � , , , " � , EL E VAT YQU 1 1=7 ==__�.. 1 '7 " ` '� I � � I , � "" , - - 'I -,:::D Z' , 4' , I I � " [ I I I �� [ , , � � �� , � � , J , I � " J � , _--t ___ - - I- I " I'll _ 11 �__ "' � I � - "� I I _-, - �_,-,_-�_�� L7 11 � _", , , � �, _ - , � I , � , , : � ", ,l�, , 4,� ,_ n:_-___-:_,.-�1;-- - _ I , - , ::�, - "I _ 5 1� �11 � C 0 1� I ,�' - v , - __� I—— "I'll, I- ,� �_ I _ __1 ,� � I - -�: --- : - , �� - , , _� I . � " 1E - _____ " -,"", I ... I 11 I'll, I I _ � __. 1 f., , - _- -,"'. � ___ .�, - .- I - � � - " .___�,:, 1_-11-_______ .... .. ! I _-.1w - I'll, `51-w, H,(-;�] e_-�f r L-,-- 111".1 -_ , __ -1-1_111 _ -11 11 ,", 1-1- I—— 111-1 1.1-11111. .-_____ I I I �:_(,_�_ "'j, Tt:,�; T- , " , , -,.- __ __ 4,-, 0"- -- - - � - - -- I-- --- � _1 " __ I - A SECTION A ��_�_ ��_ �,,�kl ,��,4�1j��,ll ,�xtN , re , � __-__-_1___-_ ____________ _,_________ � f � 5 �_ " c I P,�,-" -0 I �f,�D7�' - � , ` , ------ �_,__',_,�_�� 1_._,_"_,T1T_,_�11_�_,_ -- ---- , _ � - ,- " .�,'. � ,,,I " rl,- l ��,,:��,,�_O; I - , I ":, ' - ---j---- TEMPORA13Y BLOW OFF � ;,, , 1,55!�,^!�,J,;�n� e_",F-,r- --t�Oe.""") _... ___ � ---- 1-__--. ��,_�" == __� � ______._r__�,� I ,_ - ", �_-, ... . �-_ -- ,,-- . _� _ - All, ��', () By " � I ,I - 1: ? - r �� 1-1 I I I— - 11 - ___ ___ I � �_L � , - , -1-0, -Z-15- I I , 5-I'll"1141),(,�,3 � A6;Q-,l �5 __ 111�= ____ _ ______,______________ - -;W" -�-. � t W.opu�-,� F I------ __-_�__ , , , , , , � '��4_ - - """ ' a I-R-"�*-�'�"��""�'��----- COU TY OF SAN J C) � Fi4_ , I � I �� I I !�a�! _�r_21. J,;j � ,� ,,, N 2m- �` - 1 _ _ � _ - -'-- DEPAR TMENT OF PUBLIC WORKS eIANOARD NO ` - � !La IL ��,',�, t - _ _ _ _ ___ _,__--"---,-,---,.-,��---,------,-------- ___ - - - � .. . ..... ___,_________ SURFACE I _111111-_____1- I FIRE APPARATUS ACCESS ROAD (F.A.A.R, ) lifl[,], 13E DESIGNED AND MA f N [A I N I - J) 10 SUPPORT IAE IMPOSED LOADS OF FIRE APPARATUS AND SHAIJ, BE PROVIDED WITH A SURFACE SO AS TO PROVIDE A[A 'OlFATHER, D ILITIES, CONS[RUCTION TO 13E AGGREGATE BASF AT 90% RELATIVE COMPAC- FION i,4111-1 A SMAI ... L DRAINAGE DIFCH EACH SIDE TO CREAfF POSI- ND A SMAIJ, BEW1 ON HIE IRRIGATI-1) SIDF TO PRF.ViLNr FLOODING. w1l)[II --- I—. I HiF HININUM Ut',1013SIRLICID) U110f[i OF THE F�A.A,P� l4ft-l- NOT' B[ � IJ.SS I'HAN Tt,,lEJ,,JY FEFT (20')� VERFICAL CLEARANCE I— ------__ . ..... -, ------ ______,_._ 11 [HI"'" V�`RfICAL ClJAR/',N('F 'ejILL BF UNOBSTRUCTI-0 01" T,!CT LESS Flllf�,Nl I'HIRIFFNI FFEF SIX IN'GHF-S �13'-(_)"), 011FIE'D � IHIF F�,�,�,P�,R� 10 BF DELUF'D ,",ND 111`�Y REVE.RF BACK I'D Iff Oti�INER ,( ,) t4NOTIILR UPON ,11�PIPIWVAI, [";Y THIF BWRF�"AU 01" FIRF PRIV0_110N OF �a I l% ^1 j "OiIIINUAINCE OF C01,1C0N[X 1�0,;`,D IN Ili[ I'UIURF� l,A_,_R. AR (� I ', - 112 _1--__ (,_ 9� _.Cust Iron L.id ",,� I- -11 1�711111� '. -`r .-'A-- ___ - R0We plroof, rn chmed �Y � 1� a FOR ALL STREET sechng surface _-1__.-.___,___ -- - - - - -_-------- _.___..____ L0CAT`I0NS---,, � _-__1-_1_-.____ 6" " __11_1__-_T.__, __ 111.1141 6" _f_ - ________, _� , , _ __ -, 2" Aspholt Concre t 8 ,,\ r k �, \ \ I __ __ -1li ---- -- _ .1 r I �Finished Grode I- I ..... , - , ... 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" � I ... - " � a . , , I lq) I , _'_,__._______ ... .. _�� I � I � , I I ; , I : . l � , i �� I � "I � - _A__,_,__ ----------- - - - ------------- --- --- _ ... � ------------- � I I f I I -11 � -- FOR OFF STR . � " - � _ I I � ___1-_--1___-1-__- __,______E . �][ , _ , � 1, � ��. �' -1 ': 11-1 I I L.0i IONS :� r__,J-.T, ___', 'I, ----,------ I --- fff - , � . � � I �� - =_=: j - - , Concrete Bose to be I L�l Extension$ - --'t, . * I oround Valve Box. 41 I � � . I Concrete Base not C) , : I— � necessory when Valve I I � Box is located in back _.�� r-1-1 ryil of sidewolk, NO REVISED DAJ E ded f yoppfo�o) oy -, I __ .... .. ____-_-,_1--_-1_____ ____ - � V.� *-,,,,,,2,, _-Z . el��_' 1 11 . __-_----_1_-- I -111- � I -1 I-----,.,- , doo ,,,,y4,5-4,--,,,--,,,---,-----�--�----�--- 11 __-_1_1_. 111- ..----...-- TYPICAL- TRENCH BACKFILL- . D ____ ________.________________ ___ ___ -------,- APPPOVE 0 Y _-.-I. _-1-_-__1-__-_-11 I -1 - ----- I \. /(/(. / / 1:31/- �fl , ____ . ... �,-,-�-,-,--,--�-,---,-.-.",�-��, , �-61�-i�i----.----.--�-11.�11----,-'I 6 _____�, --- ------ __ Ai . _± -, __ ---,-"-, ___ --,--",-, , ��tAl D�_a_ _��F 111- - __� _q.)L__,�!_9;0!�rr,� i4__ _"i �� I COUNTY OF`,� SAN JOAQUiIN 141=tll V PLU�:_Rs f -_L'�!! "�,�"��'e,V---- -1 DE PARTMENT OF PIJbLIC WORKS STANDARD NQ A-7 NONE '_�_C A. L E ______ -�-1-1�j�--..--.-��-�-,�-.,---,-.-,..-�-1-1.-------�,-�-.-.----�------4-- _,___,__,_____.._,_._._ � FIRE APPARATUS ACCESS ROAD __-, I- -, I � - � I --- -11 1111-11-111 -- -- - --- � . . ........ .. I.- ",J]"j, ,,-,,- ', 1_3 -, � -____,,__1-1111 � I I - __.____,___ "`-,No. 10 bare soft drown NOTES: copper wire along all non r-netallic * pipe 111. I� Valve box ond Lid sholl be Christy No. G 5, Brooks No,l R T or 4 -T -T, or equal , 2� All Lids and Gtode Rings shalt hove machined seating sorfares. 3. Exlensions shall be as manufaclured for the Valve Box supplied or Pipe of correct size can be used. V4L\45 tx-"-)>< - NO I REvISED I DATE 1, _1±�L�_SA!��,_A 5- itLy�N_�_"�_il .1 �CKED �Y - -, SCALE N6W� � VALVE BOX I _______�=a=XRa � -I.."-"-----.�-------...�---..-,-.,.--�-..-.--- QUIN UBLIC WORKS RZ�Obdo�, Nir,)7pprovol �y , 1�1�'t , = j��Z -,-7-- /3 - y1f _1_'11_ b;Ffl - - KRW44AP ROVED DY - " - � ?'t,fy-, 4A___1_____Da_�o LLtj2_r_dZ1&LEA0_( LLZ=_LM STANOARD NO, E-2 THRUST BLOCK DETAILS I'll -11111- --, --- --- Nolv., 0 _ Z 4, lNa.,TA,�� AFFF�>XP r 1::ILL W/J?C.C� , 0 KN OK, E�i 1;_________, -,-.,-.,-- I -_ 00 U w D _T'0 1:7 I I—, _,____..__ 1-1. -1-1-- 1-1 � 1-1 ___ I _-1 - ,- I . ..... r_,ol ____ ---- - --- �_;7_4_110 F -20s -r E M Ei? 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I � ,��"] -, -_ '4 i I ;�, "' I'll -1 I 1__� I'll. �-- 11 ,,, " ,'111 t>1 11 �_ ,�, " �11 ["), mm� �_ " I 11 TYPIC.AL SECTION JHRIJ --1 ___.,___,__,________ - -- - - - - _--___-_ _-111111-11- - -- CAST IRON BEND TEE OU'TL,ET DEAD END I .-��---",.,--,.----,--�l-------,-,-,-. ____ ---- � ..... . ..... _,______ _______,_,______ ....... -.-.--.. �l----,--,----.,��-"----",----,-�--�-�----"-----"--�------,-"-,� -- ------ -,-"--��-"--.,----,-,-�-,-----,-","�",--"",-.,---,--"--�-"-"-".,-�-"..",,..�-.--,,-",-"---�-.� THRUST BLOCK DIMENSIONS -- -.1 ______ -_ ______- ---- F - I T I T I I N G -1 S ___ I -_-14 A iv- ... I ---------- a 8 ii---- f ------- FITT ", I N G S---- --- f ...... -R 4 j_- f ----m B n-- 6 10 LJNE (f) P'- 10" L�NE () Cr __.___________1 2 2 1/2_�,_ - , __ __, __ __,____..______ . ---I`---", -6 q 11- --- 111-1-11-1 ...... ........ It - 611 __ ___ --1.1 _ -11-111--,- _-1-1 1.111,11, _ 22 1/20 I'll 1-111, 11-1 __ 3' _ 0, � 1-1-1-1-111 . . . . ............ . 2 � _ 01� . .. .. . ...... __________.________ 45 " ... .... � ....... .. - - --_- ___ 2 � __ 0 11 _ . ..... ...... ____________, 2 l- 0 A , ___-, - ------ ----- ---- -- --,-,�,�,-"",",-,"-""-"--- 45 " ____ dj � _ 0, 1 ___________,____. 3 t _ 0 It 11------�-,�--§-6�-"-."-,"--,,--�- ---1_1 1-1 --- Y-11-11-11-111" 0 __ _r_,_,6;T______ e_ - ______ --,-- ___ ---"-"-,--, - 900 - 5' 6" ��-��w- U ---,-",-",'"'-,-'"'--,-,",---,------�-,�� .... ...... ........ . . ___,____, '___________ ___ '34 - 0 1� ... ___ , ______ 21_0 �0 _ ........ -"",-,-,--------,-."--","","",--"--,---� -- TEE OUTLET ------ - � . ........ ..... ........ ... ...... � 4 _011 -- - ----- -,----,-- 6 4 _ Olt --1111.1 . . .... . ..... . - ------ ____________ 1-11--�.�1--l'I.11-��.---.,-.,-- � 3 t - 0 P ___1______- I "P oil �_. _ - __ ----------- -.,�l-.",-,,--�11--�11-1----"- i END __________ 4 � _ 0, 1 I'�'ll",�--l-1-11,1111-11--��-.�l-- 4 � - 0 4 - ___J._..________._L 8" LINE 1--l-�------��...--,.,,�--�-------"-"- (r. _ , --,---"-iw""--",--------",--"�-,--�".----�--.-�1-111-1-1--�--�- 12 LINE low 0 22 112* ,----,- __ ____ 0 0 ,��ll,"--"--,-.�-11--.,�"--.I 2 t __ 0 �� --_-_--1-_.---- . ........ -------- - _1___-__.._1 ......... .... 22 1/2* ----__1-____- I I 31._0 1� 11-1-1.11-.-.�-�,.��l.-Ill-�.1111.�1-1 3 0 _ 0 ,I -_-_11__--_-. _ ........ �-",�-."-,.--",--.--,-�,-----,,-."�-,�--�-.,---��,f-,�- 4 5'* . 3 � _ 0 �, 2'-- 6' -- - - ----_ .. . ....... .. � .. ................ .. .... . 45 * _____, .... 4 t __ 6 " � " 4 T _" 0 _V_ - -,- - -_11-.1.111-11-1111-1111 -__-_____1___ 901, ,�.-�,�-,�.-I.11-111,11-1-1--,--I 41--O ,� 1--l'I'll""--,-",,-,----�ll,"-,--�.�.- 3 P - 6 ib ___-___ �-�-1-11-111,11".---,-".11-1--..,--", 901, -,---��-,------,--,,�,--�-----,-.--'I W - 00 40 - 0" ____ .... . . ... f __________, ----- -- - ,- v - -- --T- - ---- ----� -- --- 3 00 � - - - -- - - -------- --- "ri OUTLET _ a-- ��_16 ----'r 4' --- 0 _______ _ 1 _f__1_11__Tt_ 3 ___6 __ - 1-111-1-11-11-11-11-1--tr 3,--o __ __ . _ 1-1 -1-111 _ ------- " ______ ___L._�_ - - T - -- - T�- - - 13 1 _____________._.__ --- T-'--'---Iw -1 4 0 aj � I REVISED I UATE DRAWN13Y C�11 IV �1_ ' . CF E, D �, __ 11 I -L --- � 3�A L E N 014 __ amwxwmmmmmmmmmw" NOTES; 1, Ali thrust blocla$ sholl be poured I ogainst undisturbed soil and shall be Class "B" Concrete, 2 Thrust blocK dimensions were colculated to allow a soil bearing value of I,O(X) pounds per square foot, Tl l fz- U ,5-T ie:p �,, 0C, 14- THRUST -BLOCK DETAIL -S ,-,.,-�.-----,-,---,-��-�--",-,,-.".� I I --.--.-�-�",-"-------,.-.-".------- QUIN UBLIC WORKS H V.rZ�,j a ? s�provol by - � , ,�Z=_N4' - I - 77-- ______ ��_ __Z___�2_"j ,Z �� APPROVED BY - L ,& _;�� . ",W,67 ,( �f . lZt�e� _ _,_��Z,,_ __ JENRY M. HIRATA Dole I 2ZW��B'C.Lgl?� STANDARD NO,F-3 _.__.'_,________.___ I ---- --_1 I I � I �� , ,� , �� ) � -1 ,11 I I I I , I'll I I'll 1-1111, I I I Vovioble - � - - ---- --r- I - - I ��, I �, I X � I -1, ) �r�� Valve Box, Frorne ond Lid �, /'Rafer to 4-niprovernent Standard No. E-2 41"; � / -_- - , Breck-Off Joint 2" above ground Imo __ ( I -1 �� ,jr:�71 I'll- 1-1 Ir. I- _11.- 'J - __ ' 7 1 ... � " - I � � , � �:, - , . , , , "' . w I/ -1-1-11 1-11 i - Water moin- � Concrete Anchor Block- __ 101_ ' �_�_ -1 I � " ___ I . �� , . " . � � , � r1r_ __ -_-- - - -, _____ _____ , I a 1 6"'o pipe , �' � __ ,3 C _____""�__,:,1 , , . I I __ _ _ ,,-"--�,------,,--,-,--,�,---.---Ir-""-"""Irl"""��ll"�""I.I�ll.�'�l-,-�--�--�- -_ _ _;� I I "" , -- , / "11�' " [� -� � , , ": / '-Flanged by Ring -lite Adaptor . . .. . ................... Conc. Thilust Block- ,,, (As Required ) Conc, Thrust Block,7___ - I, -1 Refer to Improvement 6" Flange(i or Flun(;ed by Refer to Impliovement 5tan(ford No, E-3 RinqTite Gate Volve, Stondord No, E-3, 1-1,jifto No, 11 'Fee or Equal, NOTESl r � -- - 1, 111-1.1- F 1.1 I - Re klydgonts 0alt be l)lQced wilh+4" outlet focing directly towards the street. 2, Fire Hydrants shall be clean and free of concrete. 3� Fire Hydrorft to �,# ,,,�,,�t,j w, 1�,�,,,-), J�,,,j�',,�,�,� - J, �,�%,,,,-,' I 1�+, �(-"�e�,,�, r?',C-"AC,�, *,�i�r�� ,,-a - ,,z,/" 0 ��_Pf - outlets) � ,� � i -,4'O/,;,` le;Fr * Or other size os required by the local Fire District, � 4 All Hydrcwits shotl be pointed OSHA sofety yellow or as 1 roqkirsd by local Fire District. , N 0 REVISED DAT E � � I— - -11__-11__1-_______, -_- -_1 . , -1 --1-___ ---I- I I -1 � Deiw�,6i_ -// _Z1 __ I - 11 11 � _6ie� - � � 1. - . - " ?IP6" �Hf �K E D 0 � � - � I I 11-1 SCALE NONE -_-_-1-______, __1_-1__--11--- ---- --_1_.._-__ F I F- 5� ki Yr?j2'k\1'T FIRE, HYDRANT _______,_ . 1-___._-_.___1-_ 1-1---,-��-1-1---"�--,---�,�'.1.�11---,-- "I'll'-�-1-11�1-11,1111-.,�1--l--I COUNTY OF" SAN JOAQUIN IDEPARTMIEN'T OF PUBLIC WORKS - ""-----,-,-�-"�---��,--,--��--,----�------,�,-,---,,----,--�I ----- I----- -.---. . ..... . ..... --..--.-,..-.-----.-....--.--.--.-.-..--- MRS H rd d li, Qpp�0,01 b� :�x ., a �"�� . 1. 7 , I I � _ . .... - : ?��I_p _ _7 D o s , X1__ " Z' I -11-1--11-1-, _'___,_,__1_ APPROVIED BY - , - , - - ,e &ft& t44U 1_� L - I-, I Z 1, , Date , "aj , rl.,AWAIZ_ft��L,31�58 2111 " " _&�, F �:�_mj STANDARD NO, -4 -1-11,�---.�,,�"-"",---,-"-"�--.-.�-1--l�-1-1- '._________ � _...... . ... . ... -.-.-...a � M (f) P'- N () Cr r- N C w Z 0 I "CA t I * 0 a M, -0: >_ r__ V U 0 � -01 own Z 4 93 w 0 1 LU 1 (L N V) -1 �6 0 CQ- # , __11 12 0 (J) w 1R w �_ " �:�7 �� $_D (r. 0 low 0 11 �[ (� iz-3 1._- �/, �: 0) 5- 0 .j (A w ect - (�_-.-j �,��_ I _n - �> @D- Ol: --,-,, j I I 4) cr LL Z *#" .-) w CT) 0 (1) * 9 < 6 (1) Q (L �_ 0 < ^ v) w ( _) w wo L- Uj, 0,0 4) 1 Cr 0 () 0 CC ow CC 2 0 CC < cl: (/) low 0 (f) W > < 0 0 Cr :3 C) Uj (0) w Z 0 V) 0 0 . goZ �_ (1) LIJ Uj C) ""' .... 1�, > < / .... , , ", " "'__,_, < 0 I , 1 i ( ( I "' I I`__ CC I 11-1,11-1_1 (/) _j - I i-11111111- < < I 1-1.11111111.1-11 , f , , """ " ", , , 11-1 I] ''. w CC � � I 10 LO � , "" ___] 'I i , __ �, a 0 0 1 �, 11 _ ______,_,____,___ I , - I -, 1_1__1 . 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