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HomeMy WebLinkAbout1599-5�'P'SINO CURVE DASA e_ ' j © e R L T COV A�IENTS q 3 °46'23'' 4085' 126,90111-M--55' 480 RCP, D–LOAD AS NOTED. JOIN To PCC o,4 -!16 " 42 /985 2/. /9' /0. (00' )°r.0 7-O Al ,,q G� 90231'33//' .119951 8287' 4t. 4¢' ` MH TO PGG 3 0 4-9'42" 1999-611199,4.5' 99.710' PCC TO PCC A. 20+00 21+00 r r JN TA Vr" 22+00 23+00 /0, . r RECORD DRAWING .at The inform, on this drmging ip nhtainpc frerrr nther� and REVISIONS ' Must ho �i ,fro i ft-� kit aryn;,e for o Of V�'��?��� 4 , is not reg nnsible for Inde ��nr� f �'tii�,� leu fk;i fs c�� �cfi ens. Al! above ground: �'x=. 26229 r . ,. fi r y- �4i t� �n b� t�`ip0liy seen and erI I by the o rt'�e� the 24+00 25+00 k, "Al ADDED AS-8U/LT 4 f34LORD DT W16 1mra reAvod/ �c��vrot� raa� pro. lilt !I i r � � JAW hew ' A CIRCI;fLAA Tti))R i /i\ e_ ' j © e 10411116 9011ET" MK � Do. OF 2NICOTM ' 1 or tote 3 -- CvrrsMC? 430 ItCV, a -LEAD 1%S i0 to I OF or low 1 10 } CO —TRUC! 480 RCP, D–LOAD AS NOTED. -- Con TRUCT MAMLE NO. I PER DETAIL, MET 14. ---��r WM2"' eXXOrs . r IWrFr �";.04- j' G ,. L A asoo we sow is /eud m tluewellw *I Is dlllewM h1 lk w we mom" M1100 o M • me low ie \ ` - i enee•dN; 00 is. s+M• oftoe'A'se 1119619r I1108 On pe 401101 d•N•eft so". r9ee fMhL t Con"" ••111tH M1d11 •r1 In s•11sttgow go oft me 9"M own •t1h•e dM•1ew ell on owe or overa i L Ise» 4. 3, ReMtel•fag sh•f1 be seed wlalre 14 pip• dl•lswlw w gr0ww lllwtl 21 inches •ewl w •N plow. 1141. 111.1+1N \ (we KTNIL A I is 2'% Niches Nota► Iretwsea the eewealitiw or 13. MI—''` .pace Me" "a Wmo 101110001 14 110" 011101 MN•s GROWN th iw•hes.1M iwwww •1 Goeoler Nw AI" two Mst••ssM at it to la•ia/ew a a•eimom special of i lashes eoatw to ow". circehr ties shod Mw • diameter ! ine"s ( re•Iw then the enls odiao"l r o1 the httw Poe. AA� • S. ft► pore WW Mia K moon M 06MM • WORM eottw 41111101110 1111111011 be #01110111111" 0a tM Pm"w Pews. CUT N•. I: %""a too a M Ai'!�' "Ift 'of with ft h sesr•s Mon. Room am tion and tare beth swlkp s together, forming the deflection angle°A° ' — —J secw the Pr's i. !I0~ w lei M d101w1•hw. an wwwfrna of etlosetsd ii•we•Te11•. w aril few fileIlelL w. Fire —� CUT Me. 2: Saw fm tube t011gftlldln•ity, twlleting a cltlr 3.14M' -I%) Indies / etlrernifies -.•1 -fin SWI be hod h p•vids • swamiat0rie► ism. The p•pw tlMal 01.11 N lett is rhe•. then tM is 24 wide on the side oppositi the open )Dint. Bond the ends of the cut Interfe► swiftspace ineAN or knw • remoarse werior Iwai shsr/t M wood or Mo it is is low shad be Completely toted with together and insert the tube in the pips. at piQe DETAIL A moo tv •ad mor pel"lid' i TYPICAL JOINT FOR 1. Mfrs Pres of dMlersal MOM11MA sllw POW 00 • 411 11"M 4111411110. L $NaM re 00 •1 00 WOW 0" ON ` REINFORCED CONCRETE RIPE Me M ioisW di•m•11w of the Whir Mit be *qW h Mo s•hide di0•olor of lane► rips Pw 2T for the wg1M aY POO. A eeasreh esthr MII net N seaNr•ehd cenaoe/iag • 1•rg•r Itoha•11er pipe epct►s•la h • smaller ole► TABLE meter pine dewns""m adees Mia on. the ialprovo~ Pin or wdwed by the talia•er. line I _ Ile/ M►l-- y (lens lis, or "W, Wiwi W terin11 t Tf eche ger •ape Y silent t• slesww ew tt1• mom"~ oft" Pwt1e. whet. 011. olepe •/ the llpslw•ea p+r. Is ,Pen1a1. t0101w fll• eler• •f the drtwlelNSM1 rye. ,ell er1111e. IIIIMIne tN1 der. of the upeke•m pipe is lase Mea Ills der• of the feam sem /ire. on owe! . h 1•.wed rlre alq► M e>teil M flea M • eellrrww eMtw it ort e"M ery as laghnm. n. Per pipe ois• 00 0101011 M 114 TAUB, esw 00116010 cf L.T, r'A*tw as aw left•► alts "W. w (RGF GYEN,I STD. /j/7) HEINFORCIEDCONCRM COLLAR DETAIL • N T 3. O R R�1nt � ►,l6 ` CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN Y STORM DRAIN RAIN PLANS SCALE: ��ace HOR 12: M= �� LINE "D" ' ESIGNEO 8 . COSTA MESA, CALIFORNIA 92626.675 . (714) 641-8777 Now E. CONSTITUTION WAY '''E `� iI= 4 VN � d� E� LAND ruN�w LAND SURVEYING CHECKED BY DATE PREPARED UNDER THE SUPERVISION Of: JCH GRAND TO LINCOLN LOOP — EAST VILLAGE 3-16-� %JOB N0. � / ����� DR. NO. SHT. N0. iL� ee aaPaovEo ��.,,,o JOHN C. HOGA R.C. .26229 ATE 3810-20 VIL ENGINEER R.C.E.40964 �S� S OF 14 /V..92:w' —L(/ e_ ' j © e 10411116 9011ET" MK � Do. OF 2NICOTM ' 1 or tote 3 21 to w Ives, 3 33 to S it 4 i0 to I OF or low 1 10 13. MI—''` .pace Me" "a Wmo 101110001 14 110" 011101 MN•s GROWN th iw•hes.1M iwwww •1 Goeoler Nw AI" two Mst••ssM at it to la•ia/ew a a•eimom special of i lashes eoatw to ow". circehr ties shod Mw • diameter ! ine"s ( re•Iw then the enls odiao"l r o1 the httw Poe. AA� • S. ft► pore WW Mia K moon M 06MM • WORM eottw 41111101110 1111111011 be #01110111111" 0a tM Pm"w Pews. CUT N•. I: %""a too a M Ai'!�' "Ift 'of with ft h sesr•s Mon. Room am tion and tare beth swlkp s together, forming the deflection angle°A° ' — —J secw the Pr's i. !I0~ w lei M d101w1•hw. an wwwfrna of etlosetsd ii•we•Te11•. w aril few fileIlelL w. Fire —� CUT Me. 2: Saw fm tube t011gftlldln•ity, twlleting a cltlr 3.14M' -I%) Indies / etlrernifies -.•1 -fin SWI be hod h p•vids • swamiat0rie► ism. The p•pw tlMal 01.11 N lett is rhe•. then tM is 24 wide on the side oppositi the open )Dint. Bond the ends of the cut Interfe► swiftspace ineAN or knw • remoarse werior Iwai shsr/t M wood or Mo it is is low shad be Completely toted with together and insert the tube in the pips. at piQe DETAIL A moo tv •ad mor pel"lid' i TYPICAL JOINT FOR 1. Mfrs Pres of dMlersal MOM11MA sllw POW 00 • 411 11"M 4111411110. L $NaM re 00 •1 00 WOW 0" ON ` REINFORCED CONCRETE RIPE Me M ioisW di•m•11w of the Whir Mit be *qW h Mo s•hide di0•olor of lane► rips Pw 2T for the wg1M aY POO. A eeasreh esthr MII net N seaNr•ehd cenaoe/iag • 1•rg•r Itoha•11er pipe epct►s•la h • smaller ole► TABLE meter pine dewns""m adees Mia on. the ialprovo~ Pin or wdwed by the talia•er. line I _ Ile/ M►l-- y (lens lis, or "W, Wiwi W terin11 t Tf eche ger •ape Y silent t• slesww ew tt1• mom"~ oft" Pwt1e. whet. 011. olepe •/ the llpslw•ea p+r. Is ,Pen1a1. t0101w fll• eler• •f the drtwlelNSM1 rye. ,ell er1111e. IIIIMIne tN1 der. of the upeke•m pipe is lase Mea Ills der• of the feam sem /ire. on owe! . h 1•.wed rlre alq► M e>teil M flea M • eellrrww eMtw it ort e"M ery as laghnm. n. Per pipe ois• 00 0101011 M 114 TAUB, esw 00116010 cf L.T, r'A*tw as aw left•► alts "W. w (RGF GYEN,I STD. /j/7) HEINFORCIEDCONCRM COLLAR DETAIL • N T 3. O R R�1nt � ►,l6 ` CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN Y STORM DRAIN RAIN PLANS SCALE: ��ace HOR 12: M= �� LINE "D" ' ESIGNEO 8 . COSTA MESA, CALIFORNIA 92626.675 . (714) 641-8777 Now E. CONSTITUTION WAY '''E `� iI= 4 VN � d� E� LAND ruN�w LAND SURVEYING CHECKED BY DATE PREPARED UNDER THE SUPERVISION Of: JCH GRAND TO LINCOLN LOOP — EAST VILLAGE 3-16-� %JOB N0. � / ����� DR. NO. SHT. N0. iL� ee aaPaovEo ��.,,,o JOHN C. HOGA R.C. .26229 ATE 3810-20 VIL ENGINEER R.C.E.40964 �S� S OF 14 /V..92:w' —L(/