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HomeMy WebLinkAbout1156-4GENERAL NOTES /. ALL n109K AND M.9Tfi 1,ALS J1114LL COMPLY A11711 THE JPEC/F/CAT/ONS AN0 STANDARV R114NS Of Tf/E C/rr D/- FONTANX t .-011& 1C GYORKS DEPARTMENT) DATeV 1.97-6. 2 AL L 61MIN6 SIM L 60MRL Y All rN TNL< REQI/1RfAffNrJ Of THE C/Tr O/` fdNiANX ANP 7XIE PREL /M/IUARY .S'D/LS . ALL 61fX01N& S114L L BE DONE !/NDElf ;r//f SlIRMY/S/ON AND 10/RfCT/Ort/ OogMfO/LJ' fi 161NffR. 3 PRIM TO CONT71iPUCT/0N TiyE COAMIUCIVR SHALL OBTA/N AZL NZICL`,1'S4fr Pf/ewri- 1,9ro l,r//f ClTY OF FONTANx BU/Lo/NG 14ND PUBL/C walms D6'PARMfNTS. 4. AS -BUIL r PLAN SH14LL o5f 11'71MIZOW To Tf/f C/TY BY 71'11 CON7XXC7d1 S. BENC// Amlf C : BENCH /wxlf/K No..360 Nxlz /N /, P N0. /S36704E AT THE S01/T11wESr CORNER OF L Alf AlYF AMO 9, 1 Z I f 1411,. ELf IOT/ON = /3710.03 S/OEIWYAL A- F/rV/. 11.. FGALVANIZED 5TEEL AN61.E (V11'x 2'x SJII PER NO.4 BARS 0 IT' C.C. INLET OETAt1. AT K16N1 ro' NO -4 BARS 0 a' C .c. El! 1!6, - FLooR of Box TRowELI~o gMoo�l� SE&ION EE O) %o O 9 �C 4 /1 NO.4 TIE BARS 0 IZ"C.C•F-p O� -� C> SECY MN - D D - FIN. SURFACE ovEl� aoX R/`V 8 Q� 7 o c � �L00 �• s 4 3 0-31� T ANS`C RAW � _ - ---- -`30.09' PROFILE - LINE A SCALES: 11d/f .1 /, "= /0' 1/fRT. /"= 4' i M: 6 a a aT" A w rsrnnn m i n %.#I%i UV I-1 GRATE ASSEMBLY DETAIL NO SCALE WEL DED (Trp) 6' CONC. ' Cq BL K. W.4L L XIN L /NK FENCE /0 !D' /O •9 - 8 EX/ST. GROUND _ _ _ J r -- -- -T T �� s li -' BASlN FL OOR 4 STA A /6} 8 . 98 IC/LL PO 0 79 t C01L1PAL'Tf0 -- _ CURB INLET PER STPD 1OW6 /6 74.06 SECTION F -F I,5TAa=16f70018 SCALES How. /"-zo' m . a SITORM DIA/N CURVE DATr4 R� j R.- 22.50 6. 6017000 .. p- /614/.82 EC WK13 � WiLt1 Ut AlLt)loq\ o °so' or?18 RCP, Cl , IT Q a/0% ' - �j C/TY OFfoNTANA STD, DETA/L N0. /24 MOD/F V ,v --- o% lb co l o^ ti , /7' PRIVATEENGINEER'S \ - - ------ - NOTE �� r----�`• \. ,,v'; --------- - --- �• TO CONTRACTOR �� �o�h� �_ 'f�o � y ,Mom 7`115 EXISTENCE AND LOCAT/ON OFANY 11*0EiPGMIMO I/ 71L /T Y PIMS2 CONDO/TS 0R .frfflWT11RES .fH0MN ON THESE PLANS' ARE OBMIN`9 BY A SEARCH OF THE F ;o A11,41LAMf RMORPS . TO THE 9,037 F OUR IMOX160GE rllflff ARE Nil ,`X/STIN6 UT/L/T/ES ,MfPT •4S X//40 1/N QN I ooh ��ti 4 0� o^',�• T#,Lr E' PLANS. THE CON79XICToR /S REQeVI'iffO TO 7XA2 ' I `- `� .� CURB GUTTER PER i�, \ DUf f'RfC�9UTION%f-y MfXPINE'S TO !PRO7f'CT Tf/E' Ui/L/TY w I � �, 5T. PLANS i�, b: B 39.r�0' w.ROE S1tiEWA�K =e -rM. p� /�'W/pE CHA/N L /rVk GATE L/NEJ' .!f101W ON 771ESE DRAM MS. THE C0N7VC7OR , a = 90° _. N pox P1~R Dir /r HEnEON (51. PLANS ( ZA R=/5 AZI) 711fR ASSUMES' ALL L 1AB/L/TY AND_ rfCSR0NS1.81L/711 > I L.- 23.56 70. oo - IOrP THE UT/L ITV P/PES, CON,041W OR SirfUC7e1R2U MOWN 0 0 ON NOT S//OWN ON 71lfSf DWNINGSro,�V$ 0 0 0�` o 600 20 0- O o 00 CON7RACr4o1ov 14GRffS r11Ar A6 SHALL ,4,rf&1We J'OLE' AND 00Af1''Lf7ZE RE.!'PONS/B/LITY FOR .-I J17,e CDNO/T/DNS o`� �'a o iox4�'.QiPRAP 011TIN6 THE COURSE OF CONSTiIfX71ON of 7111SPRo-4EcT, `°• /�"M,1•uD/A.ROC� I/�'CL UD/NG JAF�'TY 01; �9LL PM ONT ANG THAT TH/s RECJU7Rfil�IENr Sgl4LL ln Y CONr�NUOUJt Y a io /o.�iP�AP IIND NOT Bf LhV17Z > TO NOMW k/0RK/NG 110URSj 1 ANO TN14r TIF 60N7R4C701f SMLL 0,,FEND , /N40171YIN/FY tENG/NfEQ f9RILfI'AMOMW THE ORINER AND Tf32, �•� o - 1 _ /CROM PINY AND ALL L/AB/L /T r, rff�4L OR ALLm2`D, \ o i2 /N CONNECTION MIM rHE P4fRrroRMANa OF IVORi< ON TH/S P/P0./ECT, f rnv7r/N6 FoR L /19Am /rY /2. S' -� Io' ►2' AlfIS/NG FROM TNf SOLE' NEGLIGENCE OF THL' 1 - OjWNfR OR Tf1E fN(i1NffR- \ � r-,-Yll qq L oLQ _ `` �' SC_A__LE /'=20' 41' i E m OU1l.ET S�Rl1Ci11RFER DEQ A1� HEREON J w D 4.0 c9 o` fin; ° 2.5' WIDE 510EWALK 'BOX PER M7,41L HEREON 10' Zo` 12' $ o CONC. MCK WAIL N.89°S6'S3"E. 2/7.00' Vol b F .rio�wl�«r ✓arc. s��c�r�� j � PER J'l1� D/YG. /23 FIN. SURFA CE OVER l�/P� OG.84 �S'/rte 1 r } 4. yklo d 28.26 L.E. 35.34 IF C 0. C. /00,/7 LF, l8 RCP. CL, K 0 0. /00%76.DO1.F. 18"RCP CLo 18 " RCP CL. c D /0 711 � m• loo e o• /oo ° o -•1 USf CL,4SS B B1`DD//Ve PROJ�/LE L/NE � o� aErrfR aNOER SCALLS• /1M. / ,?d' YfRr. / a PrQOPOJ'ED ROAOIyAr 30 CONC. TRANS. aro 9 O 0 O- - SPACE.O �" O.0 . A'�O11N0 _�_ �_ � CIC�CUMF ERENCE A d0 ORI V E OWNERSHIP BOUNOAR p w NO SCALE 6"TN/Ck CONC B 9 'O% OP N/NC TEMPORARY FLOW REDUCER SECTION A -A -1 NO SCALE 3' 5'c 12 1 SIOEWAI.K FIN1eiN , 11fl:5 BARS � 5`�C.C. No.313AR9 Q 4 gtlC.0 a PLOOR OF 80X MROKLEQ 5moolh �a�v�,NIZEa S�EE�-AN6lE (x'12"x�"x`I2") PER OEINL �. 11b"PER E'1 �t - � on vAe Rapp -1�44:1 OEC AI i. of ANCHOR - >ia. � Z1E .BARS � t2u �.c.�►x. N0.5 6Q+R5 Q 5" c.c. i 114.3 8AR9 * 4 tilt` Cc- L0,5 .CLOS ANGELES COUNTY ROAD DEPT, STD. RLAN 60-12 440,01141 AQ -- CITY OF FONTANA, CALIFORNI-ALL Y XWO 1N1 r f/PE �/id# Illff ' x4 /Ir � REV/SE OL7LCr //-i0-84 RJS MARK R,EVISIONS OATf APP/P PUBLIC WORKS DEPARTMENT DRAWN BY: SCALE, G V. . ASSOCIATES, INC. Nr. DETENTION BASIN 4 [7141594-0552 DESIGNED BY: I" =20' LAND DEVELOPMENT CONSULTANTS D.P 667 SOUTH 4REA CANYON ROAD, SUITE 27, WALNUT, CALIFORNIA 91789 CHECKED BY' -10960- DATE - f ✓.T.✓. ,/ / ' 5-94 JUNE" / /98� NO SHY. NO. APPROVED BY JOB N0. APPROVED /.-- _ DR. R..E. 13116 DATE (00/-0/0/ OF¢ CITY ENGINEER R.C.E. 18932 . .�, O p 2,�p1A.H0LE5 • , ° • '' 4 ' II� 14 GA. _ <`'. •° I O O O to Q' (� $MIN• 39 I I - -p- S�OEWALK_'�4���DET�LS--p- A. SES 'f E.E SECTION IN WEZ CONCRETE. a •4 q , � ' . • �' . CJ 1=00�ING � TROWEL. INS�'OE j0 ORlaIN � • ' ' ' ' . ' • ' • ' . � . ,' ,' ,' • ANct�OR al_ocK MIN. 5 St�CK PER �• ' • • � •' •' , 4 ' ' •. • • � ` • ' . ' ' � : • • CU •Yb. CONCRETE.4L' , . • OUTLET STRUCTURE ORI V E OWNERSHIP BOUNOAR p w NO SCALE 6"TN/Ck CONC B 9 'O% OP N/NC TEMPORARY FLOW REDUCER SECTION A -A -1 NO SCALE 3' 5'c 12 1 SIOEWAI.K FIN1eiN , 11fl:5 BARS � 5`�C.C. No.313AR9 Q 4 gtlC.0 a PLOOR OF 80X MROKLEQ 5moolh �a�v�,NIZEa S�EE�-AN6lE (x'12"x�"x`I2") PER OEINL �. 11b"PER E'1 �t - � on vAe Rapp -1�44:1 OEC AI i. of ANCHOR - >ia. � Z1E .BARS � t2u �.c.�►x. N0.5 6Q+R5 Q 5" c.c. i 114.3 8AR9 * 4 tilt` Cc- L0,5 .CLOS ANGELES COUNTY ROAD DEPT, STD. RLAN 60-12 440,01141 AQ -- CITY OF FONTANA, CALIFORNI-ALL Y XWO 1N1 r f/PE �/id# Illff ' x4 /Ir � REV/SE OL7LCr //-i0-84 RJS MARK R,EVISIONS OATf APP/P PUBLIC WORKS DEPARTMENT DRAWN BY: SCALE, G V. . ASSOCIATES, INC. Nr. DETENTION BASIN 4 [7141594-0552 DESIGNED BY: I" =20' LAND DEVELOPMENT CONSULTANTS D.P 667 SOUTH 4REA CANYON ROAD, SUITE 27, WALNUT, CALIFORNIA 91789 CHECKED BY' -10960- DATE - f ✓.T.✓. ,/ / ' 5-94 JUNE" / /98� NO SHY. NO. APPROVED BY JOB N0. APPROVED /.-- _ DR. R..E. 13116 DATE (00/-0/0/ OF¢ CITY ENGINEER R.C.E. 18932