Loading...
HomeMy WebLinkAbout3093-2LL. 31: m LLI LL. .2 15M 0 !�010 mm (44 0 L/Z ITYP.)-----� t 11 15M 0 300 mm 1#4 0 12*1 1 15 6 mm, 16*1 miNt F7 JT CUT NO. I CUT LINE CUT N( DETAIL *A* (SEE NOTE W) SONO-TUSE. OR EOUAL. INTERIOR FORM CUT NO� I. SAW THE TUBE AT AN ANGLE OF A/Z WITH THE TRANS- VERSE PLANE- REYERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMIN6 THE DEFLECTION ANGL,r A, CUT NO. 2t SAW THE TUOL L9401TUDINA LY REMOVINO A $TRIP 3J4 fl>�rD I WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. OtNO THE tMOS OF THE CUT TOOETHEA ANO INSERT THE TUBE IN THE PIPIE, 330-C-23 (560-C-5250) CONCRETE 25 mm tl*) ITYP.) File: L:\VWG\13402\5TORM DRAIN\16167-1\Sht-2.Dv INTERIOR SURFAIX OF PIPE DETAIL "B" TYPICAL JOINT FOR REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUMMIA CHAPMF( PWWWATED BY T)4. CONCRETE COLLAR FOR RCP S'LOINDARD PLAN METRIC : 300 mm J12") THROUGH 1800 m,m (72. 380--22 low. Rev 1+0I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC MKKS CGNSTRVQTIQN t&ircT i or 2 I INTERIOR SURFAIX OF PIPE DETAIL "B" TYPICAL JOINT FOR REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUMMIA CHAPMF( PWWWATED BY T)4. CONCRETE COLLAR FOR RCP S'LOINDARD PLAN METRIC : 300 mm J12") THROUGH 1800 m,m (72. 380--22 low. Rev 1+0I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC MKKS CGNSTRVQTIQN t&ircT i or 2 I NOTES 1. A CONCRETf� COLLAR IS REOUIRED WHERE, THE CHANCE: IN GRADE EXCECDS 10 PERCENT. 2. FOR CURVE JOINTS tSEE DETAIL 9. SHEET 0 IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 rnM (I*), BUT IS LESS THAN 75 mm(C34I A CONCRETE COVER IS REQUIRED IN ACCDRDANCE WITH SUBSECTION 306-1.2.4 OF THE SSPWC., IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER T14AN 75 mm (3'). BUT LESS THAN 150 mm (W), A CONCRETE COLLAR IS REOUtRED, IF THE CLEAR SPACE IS 130 mm (6') OR GREATER. A TRANSITION STRUCTURE IS Rf�OUIRED, 3, CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4� CONNEI'CTOR PIPCIS Ai, WHERE PIRES OF DIFFERENT DiAMIETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL.BE THOSE OF THE LARGER PIM D -Di OR 02,. WHICHEVER IS GREATER. S. :WHEN Di 15 EOUAL TO OR LESS THAN CL>, JOIN INVERTS AND WHEN Di 19 GREATER THAN D;!. JOIN SOFFITS, 5. FOR PIPE LARGER THAN 1600 -:rnm (72") SPECIAL COLLAR DETAILS ARE REQUIRED. 6- FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7� REINFORCEMENT SHALL rONFORM TO ASTM A 615 M (A 615) GRAM 300(40). 8. WHERE REINFORCING IS.REQUIRED THE DIAMETER OF THE:CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) 4- T, 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS ,GREATER THAN 525 rrm (21*) AND ON ALL PIPEt WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3*) OR LARGER, CIRCULAR TIES! PIPE DIAMETER NO. 0 F CIRCULAR TIES 525 mm (21*) OR 3 600 rrtrn (241 TO 750 mm (30-1 e25 mm (331 TO 1425 mm (571 4 1500 mm i160*) 'TO 1600 mm (72*) 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 :mm (3*Y THE NUMBER OF CIRCULAR TIFS,SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 rnnn (6') 02- C. 10- WHERE THE PIPE IS 525 mm (21"') OR LESS IN DIAMETER AN INTERIOR roRm or UNSEALED SONO-TUSE OR EOUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MXY 13E LEFT IN PLACE (SEE DETAIL A), WHEN THE PIPE 1$ 600 rnm (24o) OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR 'THE INTERIOR JOINT SHALLSE COMPLETELY FILLeD WfTH MORTAR AND NEATLY POINTED - 11.1 DIMENSIONS SHOWN ON THIS PLAN FOR METRIC.AND ENG'L_ISH UNITS ARE N011' EXACT EQUAL VALUES, , IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCIN68AR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IFENGLISH UNITS ARE IUSEDi, ALL VALUES USED FOR CONSTRUCTION SHALL CC ENGLISH UNIT$. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDMO PILAN CONCRETE COLLAR. FOR *"llcp 380-2 300.T�MIT') THROUGH 1800 mm (72") ..... SHEET20FZI SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. ....... .............. , ­­ I I.. E I ­ ­ I - I _ __ I i - .................. ... .­ 1. 1 - I , , 11 - . i w .S-; ­­ I -.1-.1111_ ll�f . - -a I 1p I .... 11 1 ... I ... : .. �­ ..... I --l---- ­­­; ­.­ i I 1­.­._.l­il 1", -111-11-- ---------------------- -------- ��ZL tt ---- tr,- tt-tmK M I I - ---- .......... - -------- ............ _m� M -------- T . ........... ................ ................ ...... .... .. . ........... ........ ...... .......... t 0 11_1�11111_111 11 - - i� __ 1_­lNll­lll -(I" i_*L****_ _*_ ... ... :_­­ ------- ----------- ------ -- ------- -------- -------- - ------ -------- ------ V) "bo, i� . . . ........ ....... ......... ......... ..... .......... -------- -------- - -------- -------- ---- ----- gm: ­ I ... ............. . ...... ------- ......... ...... ........ co!(x ........ f .... .1­11i.l..­ I ....... : .... ­ .­­�­­­ ... ........ -------- - -------- - ......... -------- ---------­--- -------- ---- ------ - ------------------ --------- ---------- ­ . . .......... ........ -------- ­­---- * I ­­­ ..... - -- -------- - ---------­­ -- ---------- ........ ......... ... -------- --------- ........ ..... ---------------- --------- -7,7,71,7,-, 1 ------------------ -------- - ------ ---------- 7 ----- -------- ------- ------------------------ -------- --------- .. . .............. ...... pe) -------- - --------- -- - ----- ............. + ------- LLI x- r ........ -------- ------- �7. ........ ................ ........ ....... ........ ... .... . ..... ......... ...... ...... 7� -------- -------- -------- ------------------ ....... -------­-------- .......... ... ....... ........ .... .. . ....... ........... ................. - ------ _­ '-' - ___ -, _f ... ............ .. -------- ---- - .. .......... .... . ... ..... ............ .......... .. ..... . ... ............. ................ ..... ........... ... ............ ............. ................. ........ .. . . ........ 7�7 ... . ................. ................ ............. ........ D L �-Sl­ I EET �..NO -------- ........ ........ ------ I ----------------- ......... ...... ...... 7+ r e -1 '7+ 5 0 2 NI G-1 - --------- -------- co 7 ......... ...... ........... ........ ..... . ................. .............. ................. .................. .. ... .......... ......... .... ........... . ....... ........................... + 4- .. ... . ................. ........... ................ I ... ... .......................... -------- 41 ------- - ------------ -- ------------ ----------- . ........ . -tr1l 7 �- - - .... -------- ---------- ......... . .. 1.­ll..11lll..l­.=,_I --------- ...... -------- A— Ml �-EUERGENGY OVERFLOW=DRAWA G .................. .............. . ............ ---------------- ------- t ---- 11 _1_11_�ll ------- 4 411,11, - -.l: ­'..�.4V ................. ............. ..... - -------- -------- 1- -------- ......... . ..... ................ ........... ------ ---- -- ------- ----------- --------- ------- -------- ......... . .... ------ - ------- -------- .............. ........ ................. ... . ................... ................ --- -------- - - ------ --- --------- ------- ....... ........ ------ t ----- ........... I -------- --------- -------- - - --- ------- -------- --- -- -------- -- - ----------- - -- ---- ..... . ........ ...... . ....... ........ .. ........ . - .... . . ......... - --- -- ............ -------- ------ ....... ................. . HGI ="V: ........ .. ................... ......... . ................. -------- I ------- - - ....... -- ------- --- --- ... ....... -7 02 LO ------- .......... ....... ----- ------- ------ -------- SHE] 4D- .......... - ------ - - --------- ----- -------- -------- VER ------- --- -------- --------- ----- ---- -- -------- ----- ----- --------- ------- - -------- -- - - -------------- ----- ------ ------------------ --- 1-1-11-1- -- ------------------ --------------------------- ------ ............. I . ...... .. ......... i--', ...... ------- ------- ...... ..... ......... ....... --- ------------ --- - -------- -------- -------- -------- . ........ ............ .......... ................. i.we .............. .............. ------ ... ................ . ....... ................. . ..... ......... . ..... ..... I ........ .. . ..... 1� ­_ ­ .... e- ..... I -------- i_+__:!___�,,'� ............... :, t ........ I ------- ..... -------------- ... .......... ...... .. ... ... . ...... .............. ----------------------------------- . . ........... ....... . ......... ---- - -- r ................ ...... .. ... ....... �! .... ... ........ ---------- - -------- ------------ ........ L ------ f ---- ------ ........ ...... ....... . ... 11. --------- -------- ------- _1C) .................. . ........ Ff,_, -.77" ................ ................ . .... ... ................ . .. . . . . . .. . .......... ............. ............ .... ... "0 A, 'N j ­PJ_, --------- e ............ . ......... . .... ....... -------- ------- .......... .......... ................................... Q ........ ....... ....... ... ........... . . ...... ........ ------- t--- ...... T� ------- ----------------- ---- I -------- - - - - -- - --- -------- .... -------- ---- .............. ....... . . ................ .... .... . ....... .............. . . .......... ................. ................. 4 ................. ................. -- ----­-­-------- ....... ------- iIt' ......... -- - ---- ­'-' ........ .... .......... 4 ... ­.­.­.­�� �-:­­r-��-� _11)"'T I ------ ..... I ........ T %ll -------- --- -- --- ------------ i" ------ ........... ­­�� ....... -------- T- -------- -- - ----- ....... ....... ------ -- ----------- +­ ....... 4- ..... - - ------ j-, I , I , I , 141111-11i- _­ ---- --- 4 ------- -------- I ---------- NOTE: CONTRACTOR SHALL VERIFY -- I ------ ---- - -- -------- 4� ------ -------- T ---- --- ----------------- --------- . . ........ .... .... --------- I ------- ----------- ------- ...... ----------------- - -------- -------- ......... . .... ........ ........ ............. ........ ... 1j, ........ A ... LAIZ�i I INU ELEVATIONS PRIOR TO - ----- ........ - - ---------- ----- - ---- ......... ...... ... ....... ..... ------------- . ...... .......... ............ ...... ...... ........ ... ........ .... ....... l_.__.11­ll_­ - ------ ... ........ --------- .. . ... ....... J, ........ . ........ ................ . ...... ...... .......... . I ... .. ......... ----------- . ............ + ........... . .... ... - -------- -------- --- ------------_ _'ESTOR - ----- I : : ............... ... ....... .............................. ............ ........... . ................. j ............... ------- ...... . ------- - ------- S 4, -4 ... -------- ---------- ............ !­­­ ......... ......... --------- ............... ........... ............... ................... --- ---------- ------- .............. ........... I '­­ � :, , '. --- fl- .... . .... ........ . . C) ------- ---- .! . ...... ........ --- ------- -- - ............... ................. ................. .. ............ . ............. .......... .................. ............. ...... ... 7t ... . ...... --------- -------- t ---- ­ ---- --- I ­ --11r-1 ­­­ -1-11.1. 11 .............. .. ................. . -------- ............. -------- . ... ....... 7.71 ..... ........... -------- ­-­ ---- -_- :__l --------- ------- ------------- ------ --- ........ ........ ......... ........ ....... --------- 4 -- - ---------- - -------- --------- . ....... . ....... ... ..... ------- ...... *,,�,,�,,����--+,���-�-,�---�i--I,�-,--,�-��--��,��,�,�,�����,l,� ----- ------- ------- I ----- ;­­­­­­ 't ----------------- __L__J ---------- - - --------- ---- -- -------- I -- -- ---------------- ----------- --- -------- ------ - ------ ---------- -------- - -------------- --- -------- ---- ---- -- ---- ---------- ----- ---- ----------------- --- - ------- --------- " ---- -- t ------- -11 - ------- ........ 4 -­_�,__. ----------- - ------------------------- --- -------- ------------------ r- -------- -------- -------- r ------- -------- -------- -- - ----------------- ------- -------- -------- -------- -------- -------- ------------------ -------- - .......... ........... ------ t ------- - ------ .......... 1 ........ ....... ......... ---- ------- -------- -------- ------ ...... .... ...... ... .... ------- .......... --- -------- t -------- .......... - ------ -------- ------- .......... .......... ............... ....... .. . . . ......... .... ............... ............... > -------- ---------- ........ ......... H(3b . ................ ........ ... .. ....... .. . ................................. ....... ........ ........ -------- --------- ------ - ................ ------ e ez -- --- �_v� ------------ ...... v_,v,4_ 'jj b . .... ....... . ................ ------ ............ ............... ..... ............ ............. ................. ......... ............... .......... ...... ... .. . . .. ......... .............. ................. - .... ..... .... ------------ --------- ... ... ------ ------- --- --------- ----------------- -------- ------- ....... ---- ----- ..... -------- ........... I . . . ....... ..... ........... .... . ... . ................. ................. ............... I ...... . ................ ............. . ... . ............. ............................. ..... . .. . .... . ..... .. . .. . . . . ..... . ....... . . ....... + ............................... .............. ---- ........ .... .. .... .... ------- -------- t -------- ------- -- ----- llll­_�� ---- -- - - ST ­IRO, l' ........ ...... + ----- I _111_4 -------- ----- ---- -------- =:4 .. ......... 6 CA. -4_ . ............... .................... .......... ............... L __T .. .......... . ...... ..... . ­...." ......... ....... ---------- ------------ ---- -------- -C-4 CC Li 4- ----- ------ --- ---- - �' - -, -, -, -, -, � ". _ �j ..... : i_ . 0 12 1 --- Ulf - ---------- ­ _­­ ------- - =f, - _+I ...... .. . . ------ ------ ------- -------- -------- ---- -- J- t - --- --- --I -------- - ----- --------------- ........ ...... .. ... ... :. I I I ..... . , , + "; ...... . . .... -- - -------- ------- ------ __­ -- ----- ...... t. ........ ........ ----- - ------- ......... ....... -- -- - ---------------- . . . ..... ---------- ------- 4_1 ... ....................... ............. ... -------- -------- ----- ------ t .. ....... .... .. ......... . ............ -------- - ---- ­ ------ ........ ....... t', ''I'll 1111111-11-111 1' -- -- . .............. .................. ­ ----------------- ------- ------ ............. + ...... ...... . ...... .......... Tw- +� ...... ..... ------ -------- -------- T-- . . . ............ ..... ............... ............... ..... . ................. . .. CL c .. ..... ... . ................. .................. ................ ................. .............. .... ............ 'j= .............. . ....... -- ---- --- -------- ............. . ............ . ..... ..... .......... ........ ........................ .......... .. ...... ......... ........... --------- --- --- ----------- �­­l .......... ... ......... ........ ... + ..... ........ 7 7.'. 7.", ......... ......... ........ . ....... ...... ......... .................... . ..... .... .. ....... . 4- --- - --- - --- ------ ---- --------- Y .......... ................. ­­­----------- -------- ...... . _ ; � _ L .... ­ ... ........................ ....... .. ---------- -------- EXI . . ... .. -------- -------- C) ­ -­­ + -------- ------- ..Dr e_l ----- -1 ........ ........ ........ ....... ........ ....... ____ . ...... .... .......... 0 ...... ... ....... I -------- ------ ---------- --------- - ---- ---- ---- - ------- ................. -------- ...... ... .. -------- 4 --------- ---- ---------------- --------- -------- ................. ................. . ..... . ------- ........... ..P ......... ...... ........ ... ........ . ....... --- ­­ - - - ; �, , -Xf')'T---++ -i _` ----------- ------------ =:+= 7 ----- - ----- 87' R' w -------- ........ 4 0 0 1 EF F: F 4 4 -------- -------- .......... 1.1-1., -. ic ­ -­` .. . ............. I I'll ........ .. J_'ll., .11 J Af­­ ............... .... . H .......... ....... . . ... ................. .............. . ........ . ...... .. ....... ... 0 ----- 2482- ....... ....... . ........ --- -------- 4 ...... .......... ................ ... .............. ................. ................. ....... I --- 092 in .............. ............ . ..... ............... "E -ONTANA ----- --------- . ................ ........... ........... .. ...... DWG N0,,,.,,-3, ......... .. ------- ---- .......... ....... m ..... . ................ ..... . . .... .............. ............. ... ............... ................. ....... . I ......... 6-1111, 7�-1 .... ClTY.---.DWG.. ------ . ....... . . . . . . . ......... ............... . . .......... ..... ..... ... .................. ... ....... .......... ...... .... ... ............. ---- ---- ------ -------- 7-1-- " ­­ - ------- - ------- ------- --------- -- - -------- ----- ----- ­.. --------- --- - ............. -------- --- 1­1.1.� 11111111-11-1. 1 . I 1 .1 ­ 111.11 111.1.1111, -1 ...... .......... . .......... ­­-- -------- I ------ ------ ... . ............... UJ 'w- -------- -------------- . . ........ ......... ...... ... ............. 0 Lr ................ .......... . I:- .... ..... ........... I ........ . ...... No - ------------- - - - - ............... ................................. . .... ....... ........... .. . ............. ............... ................. ... .. .. .......... 4 ;!4 ------- ---- -------- -------- ------------- !__ , -7:t�E7: 11 1 1 ­11147�;;�= - - 1 ............. ............ . ..... +_ 11111 11­11­7!��=:: n _1 ... .... ............. ....... - - ­ ---- -------- ------ ------ I -------------- --- ---- _4.. .... ...... .. .... ...... ------ ... 7. . ........ . . ........ ---- I -------- -- -------- . .... ------­---- ..... . ------ ------ ---- --- -:-:4 -------- -------------- ------- - ------- ----------------- --- -------- ------------------ ---- ----------------- tic ----- --------- -------- - -------- ------------------ ---- ----------------- ---- ------------ W- ------------------- -------- - -------- ------------------ ----------------- .. ... ...... --------- -------- -------- > ........ ...... ........ ------- ------ ----------------- ......... r ------------------- ---- ..... -------- . ........ .......... ............... ................. ............ ...... . ...... ...... . ........ ............ ....... ....... ----- ------ ---- .... . ....... . . .. ............... ............... ......... .. ................ .............. T ------- -- -------- -------- cr) .. . .... .... F`-_ � i ......... ......... ....... ....... ...... ......... ... -------- ------- .. ........ ... ... ........ ... -------- -- ­ .............. ......... ............ .............. ---- - ----- - -------- --- -- ----- CD -------- --------------- .................. --- - -------- ------- ...... .............. .. ..... i- ------- ------------ 4 i"P. .... . t I ....... .......... ........... ........ ......... ...................... . ..... .......... -------- - --- - . .. - ------ ............. -------- -- -- -------- V ... ....... -j 4LO %> -� - ------------ ----- -- ­­­ l---- ---- -- ----- ------ ------- - -------- ---- ........ 0- �� ....... f --------- ------ Z ------ -------- .. . ......... . . ......... ------ ........... . .... i -------- ------------------ ...... .... .... -------- ---------------- --------- ----- ..... i ..... . I --------- - . . . ........ ------ ... ... .... .............. ------ ........ ....... ......... ------- ... ......... ...... .......... ----- ­ -------- -------- --- -- .. ..... -- -------- ------- �4_ --------- ------ -------------- ................. .......... . .. . .... ..... 4� ----- - ... .......... ................ ................... .......... ................. . ... . .......... ............ ........... ................. ............... . ............ ... ..... ................ ....... .......... ............... .. . ............. _4---- 100 ..... ..... . I ---------- ..... ........ ........ ---- -------- -------- .......... ...... ....... .... .... --------- ----------- --- --- ---- 4 - -------- ------- ----- - -------- ---- --- -------- --- -------- --- -------- ..... ... ------ ---- . .... ... ....... ........ . -- -------- -------- - - - . ......... ...... ...... _�14-i-RCP_ ...... .... ----- "A ----------- ....... .......... . ... ----- -- ------------------------------------- I ----------------- ------- . ........ cst --- -------- -------- ------------ --- -- -- ----- -------- ------------- --- ------------------------------------- -------- - ----- -------- -------- ------ - ------ -------- - ----- --- ------ --- 2-D 0 -- ------------- - ------- ----------------- -------- ------------ -------- -------- -------- --------------- ------- - -------- ----- - z ------- --------- --------------------- ---------- .......... -------- -- m- ..... ..... ........ ........ ........ ........ mw - - ------------- - Lj_'4�10 1� �l --------------- -------- - ------- ..... .......... ----------- ...... 4 ..... . ........ ....... -------- ----------- ------ ................. ------ . ................. ................. ---cl S ... ......... ..... -------- ............. - ............... ................. j f 11 . "I'll,�,,�1.11�������������-����������.����� .................... ............ .... T _-4,11111111+11_1 --- ....... .. .. .. .. . . . . . . . . . .................. ........... ................... .. ... .... . . . ....... .. ................... ............ .......... .......... "I'll'.- I ­­ - too .......... ........... ........... ... .... . ........ ........ . ............... ......... ... -------------- ........ ......... -------- ........ I-------- cu ..................... -------- --------- --------- it --------- 4 ............ ... ........... . ..... V 1, 'J -------- ...... . ... ..... . ..... ................ . .. .. ...... M .. . ............. .............. . .... ... .............. ....... -------- . ........... . . --------- ---------- ---- ------- ------------ --- ----------------------- ------- - ------ ----- ........ ........... ---- -------- - ------- ....... .......... ...... ............. ..... . ........ . . - . ..... .. .......... .. ... ... ... . .......... ........... .... ........ .. + . ......... . . .. . .......... ............. ------------ ... _-1 I I=- --------- ------ ------- ---- .... ......... ........ ....... ...... . ....... ------- ........ -------- - -- -------------------- --- ------- V ........ .... . .... . .. ......... ..... ... ....... ...... !;5 b -cr)(1. ............ ........... ................................ .......... . . . ......... ................ V) ..... .. . ... ... ........... ..... .......... ........... -------- ------------------ ----- -------- -------- ........ ......... ....... .. ...... .... .. .. --------------- ....... ........ ... ....... .. ------- C> ...... Aff - -------- -------- 00 ------------------ - -- ........ ------------ ................ -------------- --------- -------- --------- -- ------ - - ------- ----- ---- ------ ----------- I -- -------- ----------------- ----------------- m ---------- ------- ----------------------------- ----------------- --------- ----------------- ----------------- ------------ -­­ t ... .... X I _�� "4_ ..... ........ . ......... tf .... --- ---------- -------- -- ----- --- - ---- ............ C) . ...... . .... .. .... ....... 4 ;>'111+1.-1 ­­­", ... --------- ; .. ....... . ....... ------- 00 Cb - ----- ...... ----------------- . ........ ...... ... - -------- noo . .... CD � I , 1- ................ .... .. ..... 1-1111 .................. -------- ...... b6 ....... 81 -1f, - - - ------- F , _- - -':L . ....... 1�31 �0 4TH NVL-f-<..- -- ­ -1+� 4_ .............. ................ ... �� 4 --- - -- DID _­ ........... - ------- ------- --------------------------- --------- --------- --------- ........... .... .............. ..... ----------------- ......... . ................. ............... ...... ..... ------ ---------- ...... ...... .. .... ... I +,_� W� ----- �j ...... I ------------ - ------- - -- - - . . . ..... . .. . .... --- PROFILE ------ - .............. - -------- -------- ................ ............... . ........ 1 z .............. ................ ---- - ----- ----------- - ----- ---- ------- ...... .............. ­--L�-_-�:��-_-.+-_ --- ---- -------- --------- ------- ------ ... . ................ T�­,��­­­­ ­­­ -- ----- . ........ 77-71" - . - - - 11 ......... ................... ---------------- ------------------- 4 -------- $ I I . ...... .... . . _A wl I.,H .. . ............. I ............... T............. ........... ----- - .................. .................. T ........ ...... r U ........ ........ ....... . ........ i .. 1. 1 ..... � I 1 1111- ... i LF� 35 . ....... . .... - -------------- - ----- - ----------- - -------- _4 - - ----- . . ......... HORIZ: 1"= 40' IRST�kLL, ........... ........... ------ 0 --------- -.5 &N --------- f -------- . . . ........ ..... ...... . . ..... . ........ _pSr VERT: -------- - 35 v - ------- ------- ---------- i . . ........ i 1 49 --- ------- --------- ---- ........ ... _ - -+ IAX S' -------------- .... ---- - ----------------- ....... ----------- - ......... ; j_ ........ ------- t -------- -------- i ............. --foi - 1-1111-L - ­­­ --- --- --- 'V 7, -------- 1111"411-1_ ......... ------ I- - - ___ gfmk - --------- ­­' ­, I" 13 12 11 10 NOTE: 11 10 LINEW THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCREJ ZA LATERAL'A-l' PIPES MUST BE INCREASED TO PROVIDE MINIMUM OF 1-1\2"OVER I&COR DO GRAPHIC SCALE THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PcR 40 0 20 40 80 160 PROPOSED STREET IMPROVEMENTS SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACP%5seSFkklord Documents have been prepar PER CITY DWG. NO. 3091 BE fc=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER 'W�Nk AND fc=6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER , 0 information provided by Others. Tht-. E3 = K3 Design Ad, fessional has not verified the accuracy ( IN FEET and/or COMpleteness of this information and shall I inch 40 ft i "Ablil 117".05 EXIST SEWER not be responsible for any errors or omissions jyg a PER CITY DWG. NO. 2482 which may be incorporated herein as a result 19 1 ri __jLq4 , + ---- + 4ALL_�p rot -- Vo 20 S�E UTUTY CROSDISMIG DETAIL TE A/lelll 531) LINE DATA CURVE DATA ED 8- 0 SHEET 4 PROPOS WATER LINE R W R/W 10 A IQ i ci 42 PROPbSED RETAININ�� ��lb , GARDEN\WALL PER x SEPERATE\ PERMIT 31 <0 Y, -V"\ '0 I rl, % , ., <-j #3 el 6 .4% DIST BRG 120.78 N46*12 12 W 10.30' N89*57'32"E K 7.63' N45*04'50'V L 46.73' NOO*02'28"W m 15.26' N45*02'28"W 0 R L L T A 45.00' 37*27'16" 29.41' 15.26' B 90.00' 11 * 14'29" 17.66' 8.86' C 90.00, 30'00'51 47.17' 24.14' D 22.50' 4457 38 17.66' 9.31' E 45.00' 45'00'00" 35.34' 18.64' PRO SED 8" m Ci 0-n- N 4 m EXISTING 24" R.C.P. LINEY) SE R LINE PER PAD= 1615.4 &\ - \ / / �//l 0 b n 0 0 PER TRACT NO. 13750 STOM DFM DWG. NO. 3092 0 \ SEWER AND t C14 w m 1\\�\\ u� STORM DRAIN PLANS STORM DRAIN X ro - Ir uj N (DWG. NO. 1879, SHEETS 8 & 21) 30 0) EASEMENT + - 0+ 1 INSTALL 24- RCP (1350-D) (D 0 U) WIDTH VARIES N-1 \n LO zo , _l)U , A EXIST PL 2 INSTALL 30- RCP (1350-D) + -,EX4ST-. -8�" 3 INSTALL 16" X16" CAST IRON AREA DRAIN (ALHAMBRA FOUNDARY CO. A-344 uj x < OR APPROVED EQUAL ) WITH 6- CAST IRON DRAIN PIPE (SEE DETAILS ON SHEET NO. 5) Ix L 13 Clt-' 1 1-45 1 1. 1 4 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-2 '-"b 10+00.00 N., (4+47.75) INSTALL 36- X36- INLET (BROOKS B SEE DETAILS HEREON) x N op \ I _% (�E� - \�l \ 2`L� B CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2, " _N x W/DRAINAGE STRUCTURE (SEE DETAILS ON SHEET NO. 4) A=67-32'00", B=24", C=1.3', D=30" 10 5 - C 1613.50 3 1613.74 6' 1600.0 TG r 1591.62 INV/W FL FL TG FL ril 1 (1591.52) INV/E CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 332-1, EMERGENCY OVERFLOW CASE 3, SADDLE CONNECTION. SEE SHEET NO. 4 �b Q OA p - N F1 613. FIG A=__r r�x <P% \ / 11 14, REMOVE EXISTING STORM DRAIN PIPE, GRATED INLET, AND CMP RISER 12 " ;:�, , c) / PAD= 1615.5 2 10 g, CONSTRUCT V -DITCH PER DETAIL SECTION "A -A" ON SHEET NO. 3 D 117 11+ 8 Ll N E "A"= P"POSED RETAINING GARDEN 0 0 12cy K 10+00.00 $$A 1 to SEE DETAIL "A" CONSTRUCT CATCH BASIN PER A.P.W.A. STD. NO. 300-2, AS SHOWN ON SHEET 4 -/JUNCTION STR URE //WALL PER SEPARATE PERMIT (WIDTH AS SHOWN ON PLAN) X PROPOSED RETAINING/GARDEN ON SHEET 3 FOR cl 'WALL PER SEPARATE PERMIT 11 INSTALL 36"X36" CATCH BASIN WITH STEEL TRAFFIC GRATE (BROOKS BOX NO. 3636) /w_- 25 1__� AREA DRAINAGE DETAILS 12 CONSTRUCT CONCRETE DRAINAGE STRUCTURE PER DETAIL "B" ON SHEET NO. 3 R/W 13 INSTALL 24" THICK WALL R.C.P. (1350-D) WITH THICKENED INVERT, TO REINFORCING STEEL 26 INSIDE FACE OF WALL. 1 1/2 CONSTRUCT PIPE ANCHOR PER A.P.W.A. STD. PLAN 221 -1 (SEE DETAIL ON SHT. NO. 5) P, jygl VUr-67 I in LINEW B CA DEVELOPMENT ATTN: BEN ANDERSON 17780 FITCH STREET SUITE 120 IRVINE, CA 92614 (949) 863-1055 - FAX (949) 863-0065 Prepared By: PLANS PREPARED FOR: REVSKM Engineer City BENCHMARK I No. ADDroval Date: ADDroval Date: I AT T An r! S CITY OF FONTANA, CALIFORNIA 10 Li 114 UL114 F_mznlll4 u Uj IQ Hq STORM DRAIN IMPROVEMENT PLAN Civfl Enpeering - Land Surverng - Lmd Planning FWE 43 R.R. SPIKE IN E.P. BY B253 SiBrra Avenue Drawn By: Scale: PP#1536663E S'LY SIDE OF BASELINE Fontana, Calffimia 92M WF TIRACT NO. 16167-1 1 40' jj No. 43976 rn 220'± E'LY OF CHERRY AVE. 6 815 Fax (9111) 356-1795 11 Up. 6/30/05 Designed By: LINE 9A" & LATERAL 9A-19 Date: �191_1�, Z-7- 03 SF I �_T 0 1 � M/, /D Al 110L A ; N FEB. 2003 David S. Hammer R.C.E 43976 Date cw�_ Checked B ow- '4-s - ELEVATION: 1313.04 (expires 6/30/2005) CAL Ap,roved: Dwg. No- 2 DSHZM CITY ENGINEER R.C.E. 51 3093 5 D L T 30D mm (121 300 mm 112*1 tOO mm (4*) 450 krm Ool" 300 mm (12.) 12:5 mm (5.1 mm t24*) 30o mm 021 150 mm 16") 750 vm 130*1 4,50 rom 1181) 175 mm (r) 900 mm (36") 460 mm 1101) 925 *wn (0m) 1050 -mm (4t' *5o imm qo*) Z2:� mm f,,4,3 72-100 nm #49* 450 mm (IS,) 250 mm (10-11 1425 mm (57' 450 mm (181 250 mm floo) 1500 mm (60" :525 mm 12t') 275 mm (111 1650 mn Ise'l 525 mm (211) 275 mm (1111 L1800 mm (7211600 mm (241560 =nm (121 a-lom (041 CIRCULAR TIES. SEE NOTE 9 ....... .............. , ­­ I I.. E I ­ ­ I - I _ __ I i - .................. ... .­ 1. 1 - I , , 11 - . i w .S-; ­­ I -.1-.1111_ ll�f . - -a I 1p I .... 11 1 ... I ... : .. �­ ..... I --l---- ­­­; ­.­ i I 1­.­._.l­il 1", -111-11-- ---------------------- -------- ��ZL tt ---- tr,- tt-tmK M I I - ---- .......... - -------- ............ _m� M -------- T . ........... ................ ................ ...... .... .. . ........... ........ ...... .......... t 0 11_1�11111_111 11 - - i� __ 1_­lNll­lll -(I" i_*L****_ _*_ ... ... :_­­ ------- ----------- ------ -- ------- -------- -------- - ------ -------- ------ V) "bo, i� . . . ........ ....... ......... ......... ..... .......... -------- -------- - -------- -------- ---- ----- gm: ­ I ... ............. . ...... ------- ......... ...... ........ co!(x ........ f .... .1­11i.l..­ I ....... : .... ­ .­­�­­­ ... ........ -------- - -------- - ......... -------- ---------­--- -------- ---- ------ - ------------------ --------- ---------- ­ . . .......... ........ -------- ­­---- * I ­­­ ..... - -- -------- - ---------­­ -- ---------- ........ ......... ... -------- --------- ........ ..... ---------------- --------- -7,7,71,7,-, 1 ------------------ -------- - ------ ---------- 7 ----- -------- ------- ------------------------ -------- --------- .. . .............. ...... pe) -------- - --------- -- - ----- ............. + ------- LLI x- r ........ -------- ------- �7. ........ ................ ........ ....... ........ ... .... . ..... ......... ...... ...... 7� -------- -------- -------- ------------------ ....... -------­-------- .......... ... ....... ........ .... .. . ....... ........... ................. - ------ _­ '-' - ___ -, _f ... ............ .. -------- ---- - .. .......... .... . ... ..... ............ .......... .. ..... . ... ............. ................ ..... ........... ... ............ ............. ................. ........ .. . . ........ 7�7 ... . ................. ................ ............. ........ D L �-Sl­ I EET �..NO -------- ........ ........ ------ I ----------------- ......... ...... ...... 7+ r e -1 '7+ 5 0 2 NI G-1 - --------- -------- co 7 ......... ...... ........... ........ ..... . ................. .............. ................. .................. .. ... .......... ......... .... ........... . ....... ........................... + 4- .. ... . ................. ........... ................ I ... ... .......................... -------- 41 ------- - ------------ -- ------------ ----------- . ........ . -tr1l 7 �- - - .... -------- ---------- ......... . .. 1.­ll..11lll..l­.=,_I --------- ...... -------- A— Ml �-EUERGENGY OVERFLOW=DRAWA G .................. .............. . ............ ---------------- ------- t ---- 11 _1_11_�ll ------- 4 411,11, - -.l: ­'..�.4V ................. ............. ..... - -------- -------- 1- -------- ......... . ..... ................ ........... ------ ---- -- ------- ----------- --------- ------- -------- ......... . .... ------ - ------- -------- .............. ........ ................. ... . ................... ................ --- -------- - - ------ --- --------- ------- ....... ........ ------ t ----- ........... I -------- --------- -------- - - --- ------- -------- --- -- -------- -- - ----------- - -- ---- ..... . ........ ...... . ....... ........ .. ........ . - .... . . ......... - --- -- ............ -------- ------ ....... ................. . HGI ="V: ........ .. ................... ......... . ................. -------- I ------- - - ....... -- ------- --- --- ... ....... -7 02 LO ------- .......... ....... ----- ------- ------ -------- SHE] 4D- .......... - ------ - - --------- ----- -------- -------- VER ------- --- -------- --------- ----- ---- -- -------- ----- ----- --------- ------- - -------- -- - - -------------- ----- ------ ------------------ --- 1-1-11-1- -- ------------------ --------------------------- ------ ............. I . ...... .. ......... i--', ...... ------- ------- ...... ..... ......... ....... --- ------------ --- - -------- -------- -------- -------- . ........ ............ .......... ................. i.we .............. .............. ------ ... ................ . ....... ................. . ..... ......... . ..... ..... I ........ .. . ..... 1� ­_ ­ .... e- ..... I -------- i_+__:!___�,,'� ............... :, t ........ I ------- ..... -------------- ... .......... ...... .. ... ... . ...... .............. ----------------------------------- . . ........... ....... . ......... ---- - -- r ................ ...... .. ... ....... �! .... ... ........ ---------- - -------- ------------ ........ L ------ f ---- ------ ........ ...... ....... . ... 11. --------- -------- ------- _1C) .................. . ........ Ff,_, -.77" ................ ................ . .... ... ................ . .. . . . . . .. . .......... ............. ............ .... ... "0 A, 'N j ­PJ_, --------- e ............ . ......... . .... ....... -------- ------- .......... .......... ................................... Q ........ ....... ....... ... ........... . . ...... ........ ------- t--- ...... T� ------- ----------------- ---- I -------- - - - - -- - --- -------- .... -------- ---- .............. ....... . . ................ .... .... . ....... .............. . . .......... ................. ................. 4 ................. ................. -- ----­-­-------- ....... ------- iIt' ......... -- - ---- ­'-' ........ .... .......... 4 ... ­.­.­.­�� �-:­­r-��-� _11)"'T I ------ ..... I ........ T %ll -------- --- -- --- ------------ i" ------ ........... ­­�� ....... -------- T- -------- -- - ----- ....... ....... ------ -- ----------- +­ ....... 4- ..... - - ------ j-, I , I , I , 141111-11i- _­ ---- --- 4 ------- -------- I ---------- NOTE: CONTRACTOR SHALL VERIFY -- I ------ ---- - -- -------- 4� ------ -------- T ---- --- ----------------- --------- . . ........ .... .... --------- I ------- ----------- ------- ...... ----------------- - -------- -------- ......... . .... ........ ........ ............. ........ ... 1j, ........ A ... LAIZ�i I INU ELEVATIONS PRIOR TO - ----- ........ - - ---------- ----- - ---- ......... ...... ... ....... ..... ------------- . ...... .......... ............ ...... ...... ........ ... ........ .... ....... l_.__.11­ll_­ - ------ ... ........ --------- .. . ... ....... J, ........ . ........ ................ . ...... ...... .......... . I ... .. ......... ----------- . ............ + ........... . .... ... - -------- -------- --- ------------_ _'ESTOR - ----- I : : ............... ... ....... .............................. ............ ........... . ................. j ............... ------- ...... . ------- - ------- S 4, -4 ... -------- ---------- ............ !­­­ ......... ......... --------- ............... ........... ............... ................... --- ---------- ------- .............. ........... I '­­ � :, , '. --- fl- .... . .... ........ . . C) ------- ---- .! . ...... ........ --- ------- -- - ............... ................. ................. .. ............ . ............. .......... .................. ............. ...... ... 7t ... . ...... --------- -------- t ---- ­ ---- --- I ­ --11r-1 ­­­ -1-11.1. 11 .............. .. ................. . -------- ............. -------- . ... ....... 7.71 ..... ........... -------- ­-­ ---- -_- :__l --------- ------- ------------- ------ --- ........ ........ ......... ........ ....... --------- 4 -- - ---------- - -------- --------- . ....... . ....... ... ..... ------- ...... *,,�,,�,,����--+,���-�-,�---�i--I,�-,--,�-��--��,��,�,�,�����,l,� ----- ------- ------- I ----- ;­­­­­­ 't ----------------- __L__J ---------- - - --------- ---- -- -------- I -- -- ---------------- ----------- --- -------- ------ - ------ ---------- -------- - -------------- --- -------- ---- ---- -- ---- ---------- ----- ---- ----------------- --- - ------- --------- " ---- -- t ------- -11 - ------- ........ 4 -­_�,__. ----------- - ------------------------- --- -------- ------------------ r- -------- -------- -------- r ------- -------- -------- -- - ----------------- ------- -------- -------- -------- -------- -------- ------------------ -------- - .......... ........... ------ t ------- - ------ .......... 1 ........ ....... ......... ---- ------- -------- -------- ------ ...... .... ...... ... .... ------- .......... --- -------- t -------- .......... - ------ -------- ------- .......... .......... ............... ....... .. . . . ......... .... ............... ............... > -------- ---------- ........ ......... H(3b . ................ ........ ... .. ....... .. . ................................. ....... ........ ........ -------- --------- ------ - ................ ------ e ez -- --- �_v� ------------ ...... v_,v,4_ 'jj b . .... ....... . ................ ------ ............ ............... ..... ............ ............. ................. ......... ............... .......... ...... ... .. . . .. ......... .............. ................. - .... ..... .... ------------ --------- ... ... ------ ------- --- --------- ----------------- -------- ------- ....... ---- ----- ..... -------- ........... I . . . ....... ..... ........... .... . ... . ................. ................. ............... I ...... . ................ ............. . ... . ............. ............................. ..... . .. . .... . ..... .. . .. . . . . ..... . ....... . . ....... + ............................... .............. ---- ........ .... .. .... .... ------- -------- t -------- ------- -- ----- llll­_�� ---- -- - - ST ­IRO, l' ........ ...... + ----- I _111_4 -------- ----- ---- -------- =:4 .. ......... 6 CA. -4_ . ............... .................... .......... ............... L __T .. .......... . ...... ..... . ­...." ......... ....... ---------- ------------ ---- -------- -C-4 CC Li 4- ----- ------ --- ---- - �' - -, -, -, -, -, � ". _ �j ..... : i_ . 0 12 1 --- Ulf - ---------- ­ _­­ ------- - =f, - _+I ...... .. . . ------ ------ ------- -------- -------- ---- -- J- t - --- --- --I -------- - ----- --------------- ........ ...... .. ... ... :. I I I ..... . , , + "; ...... . . .... -- - -------- ------- ------ __­ -- ----- ...... t. ........ ........ ----- - ------- ......... ....... -- -- - ---------------- . . . ..... ---------- ------- 4_1 ... ....................... ............. ... -------- -------- ----- ------ t .. ....... .... .. ......... . ............ -------- - ---- ­ ------ ........ ....... t', ''I'll 1111111-11-111 1' -- -- . .............. .................. ­ ----------------- ------- ------ ............. + ...... ...... . ...... .......... Tw- +� ...... ..... ------ -------- -------- T-- . . . ............ ..... ............... ............... ..... . ................. . .. CL c .. ..... ... . ................. .................. ................ ................. .............. .... ............ 'j= .............. . ....... -- ---- --- -------- ............. . ............ . ..... ..... .......... ........ ........................ .......... .. ...... ......... ........... --------- --- --- ----------- �­­l .......... ... ......... ........ ... + ..... ........ 7 7.'. 7.", ......... ......... ........ . ....... ...... ......... .................... . ..... .... .. ....... . 4- --- - --- - --- ------ ---- --------- Y .......... ................. ­­­----------- -------- ...... . _ ; � _ L .... ­ ... ........................ ....... .. ---------- -------- EXI . . ... .. -------- -------- C) ­ -­­ + -------- ------- ..Dr e_l ----- -1 ........ ........ ........ ....... ........ ....... ____ . ...... .... .......... 0 ...... ... ....... I -------- ------ ---------- --------- - ---- ---- ---- - ------- ................. -------- ...... ... .. -------- 4 --------- ---- ---------------- --------- -------- ................. ................. . ..... . ------- ........... ..P ......... ...... ........ ... ........ . ....... --- ­­ - - - ; �, , -Xf')'T---++ -i _` ----------- ------------ =:+= 7 ----- - ----- 87' R' w -------- ........ 4 0 0 1 EF F: F 4 4 -------- -------- .......... 1.1-1., -. ic ­ -­` .. . ............. I I'll ........ .. J_'ll., .11 J Af­­ ............... .... . H .......... ....... . . ... ................. .............. . ........ . ...... .. ....... ... 0 ----- 2482- ....... ....... . ........ --- -------- 4 ...... .......... ................ ... .............. ................. ................. ....... I --- 092 in .............. ............ . ..... ............... "E -ONTANA ----- --------- . ................ ........... ........... .. ...... DWG N0,,,.,,-3, ......... .. ------- ---- .......... ....... m ..... . ................ ..... . . .... .............. ............. ... ............... ................. ....... . I ......... 6-1111, 7�-1 .... ClTY.---.DWG.. ------ . ....... . . . . . . . ......... ............... . . .......... ..... ..... ... .................. ... ....... .......... ...... .... ... ............. ---- ---- ------ -------- 7-1-- " ­­ - ------- - ------- ------- --------- -- - -------- ----- ----- ­.. --------- --- - ............. -------- --- 1­1.1.� 11111111-11-1. 1 . I 1 .1 ­ 111.11 111.1.1111, -1 ...... .......... . .......... ­­-- -------- I ------ ------ ... . ............... UJ 'w- -------- -------------- . . ........ ......... ...... ... ............. 0 Lr ................ .......... . I:- .... ..... ........... I ........ . ...... No - ------------- - - - - ............... ................................. . .... ....... ........... .. . ............. ............... ................. ... .. .. .......... 4 ;!4 ------- ---- -------- -------- ------------- !__ , -7:t�E7: 11 1 1 ­11147�;;�= - - 1 ............. ............ . ..... +_ 11111 11­11­7!��=:: n _1 ... .... ............. ....... - - ­ ---- -------- ------ ------ I -------------- --- ---- _4.. .... ...... .. .... ...... ------ ... 7. . ........ . . ........ ---- I -------- -- -------- . .... ------­---- ..... . ------ ------ ---- --- -:-:4 -------- -------------- ------- - ------- ----------------- --- -------- ------------------ ---- ----------------- tic ----- --------- -------- - -------- ------------------ ---- ----------------- ---- ------------ W- ------------------- -------- - -------- ------------------ ----------------- .. ... ...... --------- -------- -------- > ........ ...... ........ ------- ------ ----------------- ......... r ------------------- ---- ..... -------- . ........ .......... ............... ................. ............ ...... . ...... ...... . ........ ............ ....... ....... ----- ------ ---- .... . ....... . . .. ............... ............... ......... .. ................ .............. T ------- -- -------- -------- cr) .. . .... .... F`-_ � i ......... ......... ....... ....... ...... ......... ... -------- ------- .. ........ ... ... ........ ... -------- -- ­ .............. ......... ............ .............. ---- - ----- - -------- --- -- ----- CD -------- --------------- .................. --- - -------- ------- ...... .............. .. ..... i- ------- ------------ 4 i"P. .... . t I ....... .......... ........... ........ ......... ...................... . ..... .......... -------- - --- - . .. - ------ ............. -------- -- -- -------- V ... ....... -j 4LO %> -� - ------------ ----- -- ­­­ l---- ---- -- ----- ------ ------- - -------- ---- ........ 0- �� ....... f --------- ------ Z ------ -------- .. . ......... . . ......... ------ ........... . .... i -------- ------------------ ...... .... .... -------- ---------------- --------- ----- ..... i ..... . I --------- - . . . ........ ------ ... ... .... .............. ------ ........ ....... ......... ------- ... ......... ...... .......... ----- ­ -------- -------- --- -- .. ..... -- -------- ------- �4_ --------- ------ -------------- ................. .......... . .. . .... ..... 4� ----- - ... .......... ................ ................... .......... ................. . ... . .......... ............ ........... ................. ............... . ............ ... ..... ................ ....... .......... ............... .. . ............. _4---- 100 ..... ..... . I ---------- ..... ........ ........ ---- -------- -------- .......... ...... ....... .... .... --------- ----------- --- --- ---- 4 - -------- ------- ----- - -------- ---- --- -------- --- -------- --- -------- ..... ... ------ ---- . .... ... ....... ........ . -- -------- -------- - - - . ......... ...... ...... _�14-i-RCP_ ...... .... ----- "A ----------- ....... .......... . ... ----- -- ------------------------------------- I ----------------- ------- . ........ cst --- -------- -------- ------------ --- -- -- ----- -------- ------------- --- ------------------------------------- -------- - ----- -------- -------- ------ - ------ -------- - ----- --- ------ --- 2-D 0 -- ------------- - ------- ----------------- -------- ------------ -------- -------- -------- --------------- ------- - -------- ----- - z ------- --------- --------------------- ---------- .......... -------- -- m- ..... ..... ........ ........ ........ ........ mw - - ------------- - Lj_'4�10 1� �l --------------- -------- - ------- ..... .......... ----------- ...... 4 ..... . ........ ....... -------- ----------- ------ ................. ------ . ................. ................. ---cl S ... ......... ..... -------- ............. - ............... ................. j f 11 . "I'll,�,,�1.11�������������-����������.����� .................... ............ .... T _-4,11111111+11_1 --- ....... .. .. .. .. . . . . . . . . . .................. ........... ................... .. ... .... . . . ....... .. ................... ............ .......... .......... "I'll'.- I ­­ - too .......... ........... ........... ... .... . ........ ........ . ............... ......... ... -------------- ........ ......... -------- ........ I-------- cu ..................... -------- --------- --------- it --------- 4 ............ ... ........... . ..... V 1, 'J -------- ...... . ... ..... . ..... ................ . .. .. ...... M .. . ............. .............. . .... ... .............. ....... -------- . ........... . . --------- ---------- ---- ------- ------------ --- ----------------------- ------- - ------ ----- ........ ........... ---- -------- - ------- ....... .......... ...... ............. ..... . ........ . . - . ..... .. .......... .. ... ... ... . .......... ........... .... ........ .. + . ......... . . .. . .......... ............. ------------ ... _-1 I I=- --------- ------ ------- ---- .... ......... ........ ....... ...... . ....... ------- ........ -------- - -- -------------------- --- ------- V ........ .... . .... . .. ......... ..... ... ....... ...... !;5 b -cr)(1. ............ ........... ................................ .......... . . . ......... ................ V) ..... .. . ... ... ........... ..... .......... ........... -------- ------------------ ----- -------- -------- ........ ......... ....... .. ...... .... .. .. --------------- ....... ........ ... ....... .. ------- C> ...... Aff - -------- -------- 00 ------------------ - -- ........ ------------ ................ -------------- --------- -------- --------- -- ------ - - ------- ----- ---- ------ ----------- I -- -------- ----------------- ----------------- m ---------- ------- ----------------------------- ----------------- --------- ----------------- ----------------- ------------ -­­ t ... .... X I _�� "4_ ..... ........ . ......... tf .... --- ---------- -------- -- ----- --- - ---- ............ C) . ...... . .... .. .... ....... 4 ;>'111+1.-1 ­­­", ... --------- ; .. ....... . ....... ------- 00 Cb - ----- ...... ----------------- . ........ ...... ... - -------- noo . .... CD � I , 1- ................ .... .. ..... 1-1111 .................. -------- ...... b6 ....... 81 -1f, - - - ------- F , _- - -':L . ....... 1�31 �0 4TH NVL-f-<..- -- ­ -1+� 4_ .............. ................ ... �� 4 --- - -- DID _­ ........... - ------- ------- --------------------------- --------- --------- --------- ........... .... .............. ..... ----------------- ......... . ................. ............... ...... ..... ------ ---------- ...... ...... .. .... ... I +,_� W� ----- �j ...... I ------------ - ------- - -- - - . . . ..... . .. . .... --- PROFILE ------ - .............. - -------- -------- ................ ............... . ........ 1 z .............. ................ ---- - ----- ----------- - ----- ---- ------- ...... .............. ­--L�-_-�:��-_-.+-_ --- ---- -------- --------- ------- ------ ... . ................ T�­,��­­­­ ­­­ -- ----- . ........ 77-71" - . - - - 11 ......... ................... ---------------- ------------------- 4 -------- $ I I . ...... .... . . _A wl I.,H .. . ............. I ............... T............. ........... ----- - .................. .................. T ........ ...... r U ........ ........ ....... . ........ i .. 1. 1 ..... � I 1 1111- ... i LF� 35 . ....... . .... - -------------- - ----- - ----------- - -------- _4 - - ----- . . ......... HORIZ: 1"= 40' IRST�kLL, ........... ........... ------ 0 --------- -.5 &N --------- f -------- . . . ........ ..... ...... . . ..... . ........ _pSr VERT: -------- - 35 v - ------- ------- ---------- i . . ........ i 1 49 --- ------- --------- ---- ........ ... _ - -+ IAX S' -------------- .... ---- - ----------------- ....... ----------- - ......... ; j_ ........ ------- t -------- -------- i ............. --foi - 1-1111-L - ­­­ --- --- --- 'V 7, -------- 1111"411-1_ ......... ------ I- - - ___ gfmk - --------- ­­' ­, I" 13 12 11 10 NOTE: 11 10 LINEW THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCREJ ZA LATERAL'A-l' PIPES MUST BE INCREASED TO PROVIDE MINIMUM OF 1-1\2"OVER I&COR DO GRAPHIC SCALE THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PcR 40 0 20 40 80 160 PROPOSED STREET IMPROVEMENTS SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACP%5seSFkklord Documents have been prepar PER CITY DWG. NO. 3091 BE fc=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER 'W�Nk AND fc=6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER , 0 information provided by Others. Tht-. E3 = K3 Design Ad, fessional has not verified the accuracy ( IN FEET and/or COMpleteness of this information and shall I inch 40 ft i "Ablil 117".05 EXIST SEWER not be responsible for any errors or omissions jyg a PER CITY DWG. NO. 2482 which may be incorporated herein as a result 19 1 ri __jLq4 , + ---- + 4ALL_�p rot -- Vo 20 S�E UTUTY CROSDISMIG DETAIL TE A/lelll 531) LINE DATA CURVE DATA ED 8- 0 SHEET 4 PROPOS WATER LINE R W R/W 10 A IQ i ci 42 PROPbSED RETAININ�� ��lb , GARDEN\WALL PER x SEPERATE\ PERMIT 31 <0 Y, -V"\ '0 I rl, % , ., <-j #3 el 6 .4% DIST BRG 120.78 N46*12 12 W 10.30' N89*57'32"E K 7.63' N45*04'50'V L 46.73' NOO*02'28"W m 15.26' N45*02'28"W 0 R L L T A 45.00' 37*27'16" 29.41' 15.26' B 90.00' 11 * 14'29" 17.66' 8.86' C 90.00, 30'00'51 47.17' 24.14' D 22.50' 4457 38 17.66' 9.31' E 45.00' 45'00'00" 35.34' 18.64' PRO SED 8" m Ci 0-n- N 4 m EXISTING 24" R.C.P. LINEY) SE R LINE PER PAD= 1615.4 &\ - \ / / �//l 0 b n 0 0 PER TRACT NO. 13750 STOM DFM DWG. NO. 3092 0 \ SEWER AND t C14 w m 1\\�\\ u� STORM DRAIN PLANS STORM DRAIN X ro - Ir uj N (DWG. NO. 1879, SHEETS 8 & 21) 30 0) EASEMENT + - 0+ 1 INSTALL 24- RCP (1350-D) (D 0 U) WIDTH VARIES N-1 \n LO zo , _l)U , A EXIST PL 2 INSTALL 30- RCP (1350-D) + -,EX4ST-. -8�" 3 INSTALL 16" X16" CAST IRON AREA DRAIN (ALHAMBRA FOUNDARY CO. A-344 uj x < OR APPROVED EQUAL ) WITH 6- CAST IRON DRAIN PIPE (SEE DETAILS ON SHEET NO. 5) Ix L 13 Clt-' 1 1-45 1 1. 1 4 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-2 '-"b 10+00.00 N., (4+47.75) INSTALL 36- X36- INLET (BROOKS B SEE DETAILS HEREON) x N op \ I _% (�E� - \�l \ 2`L� B CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2, " _N x W/DRAINAGE STRUCTURE (SEE DETAILS ON SHEET NO. 4) A=67-32'00", B=24", C=1.3', D=30" 10 5 - C 1613.50 3 1613.74 6' 1600.0 TG r 1591.62 INV/W FL FL TG FL ril 1 (1591.52) INV/E CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 332-1, EMERGENCY OVERFLOW CASE 3, SADDLE CONNECTION. SEE SHEET NO. 4 �b Q OA p - N F1 613. FIG A=__r r�x <P% \ / 11 14, REMOVE EXISTING STORM DRAIN PIPE, GRATED INLET, AND CMP RISER 12 " ;:�, , c) / PAD= 1615.5 2 10 g, CONSTRUCT V -DITCH PER DETAIL SECTION "A -A" ON SHEET NO. 3 D 117 11+ 8 Ll N E "A"= P"POSED RETAINING GARDEN 0 0 12cy K 10+00.00 $$A 1 to SEE DETAIL "A" CONSTRUCT CATCH BASIN PER A.P.W.A. STD. NO. 300-2, AS SHOWN ON SHEET 4 -/JUNCTION STR URE //WALL PER SEPARATE PERMIT (WIDTH AS SHOWN ON PLAN) X PROPOSED RETAINING/GARDEN ON SHEET 3 FOR cl 'WALL PER SEPARATE PERMIT 11 INSTALL 36"X36" CATCH BASIN WITH STEEL TRAFFIC GRATE (BROOKS BOX NO. 3636) /w_- 25 1__� AREA DRAINAGE DETAILS 12 CONSTRUCT CONCRETE DRAINAGE STRUCTURE PER DETAIL "B" ON SHEET NO. 3 R/W 13 INSTALL 24" THICK WALL R.C.P. (1350-D) WITH THICKENED INVERT, TO REINFORCING STEEL 26 INSIDE FACE OF WALL. 1 1/2 CONSTRUCT PIPE ANCHOR PER A.P.W.A. STD. PLAN 221 -1 (SEE DETAIL ON SHT. NO. 5) P, jygl VUr-67 I in LINEW B CA DEVELOPMENT ATTN: BEN ANDERSON 17780 FITCH STREET SUITE 120 IRVINE, CA 92614 (949) 863-1055 - FAX (949) 863-0065 Prepared By: PLANS PREPARED FOR: REVSKM Engineer City BENCHMARK I No. ADDroval Date: ADDroval Date: I AT T An r! S CITY OF FONTANA, CALIFORNIA 10 Li 114 UL114 F_mznlll4 u Uj IQ Hq STORM DRAIN IMPROVEMENT PLAN Civfl Enpeering - Land Surverng - Lmd Planning FWE 43 R.R. SPIKE IN E.P. BY B253 SiBrra Avenue Drawn By: Scale: PP#1536663E S'LY SIDE OF BASELINE Fontana, Calffimia 92M WF TIRACT NO. 16167-1 1 40' jj No. 43976 rn 220'± E'LY OF CHERRY AVE. 6 815 Fax (9111) 356-1795 11 Up. 6/30/05 Designed By: LINE 9A" & LATERAL 9A-19 Date: �191_1�, Z-7- 03 SF I �_T 0 1 � M/, /D Al 110L A ; N FEB. 2003 David S. Hammer R.C.E 43976 Date cw�_ Checked B ow- '4-s - ELEVATION: 1313.04 (expires 6/30/2005) CAL Ap,roved: Dwg. No- 2 DSHZM CITY ENGINEER R.C.E. 51 3093 5 D L T 30D mm (121 300 mm 112*1 tOO mm (4*) 450 krm Ool" 300 mm (12.) 12:5 mm (5.1 mm t24*) 30o mm 021 150 mm 16") 750 vm 130*1 4,50 rom 1181) 175 mm (r) 900 mm (36") 460 mm 1101) 925 *wn (0m) 1050 -mm (4t' *5o imm qo*) Z2:� mm f,,4,3 72-100 nm #49* 450 mm (IS,) 250 mm (10-11 1425 mm (57' 450 mm (181 250 mm floo) 1500 mm (60" :525 mm 12t') 275 mm (111 1650 mn Ise'l 525 mm (211) 275 mm (1111 L1800 mm (7211600 mm (241560 =nm (121 a-lom (041 CIRCULAR TIES. SEE NOTE 9 PRO SED 8" m Ci 0-n- N 4 m EXISTING 24" R.C.P. LINEY) SE R LINE PER PAD= 1615.4 &\ - \ / / �//l 0 b n 0 0 PER TRACT NO. 13750 STOM DFM DWG. NO. 3092 0 \ SEWER AND t C14 w m 1\\�\\ u� STORM DRAIN PLANS STORM DRAIN X ro - Ir uj N (DWG. NO. 1879, SHEETS 8 & 21) 30 0) EASEMENT + - 0+ 1 INSTALL 24- RCP (1350-D) (D 0 U) WIDTH VARIES N-1 \n LO zo , _l)U , A EXIST PL 2 INSTALL 30- RCP (1350-D) + -,EX4ST-. -8�" 3 INSTALL 16" X16" CAST IRON AREA DRAIN (ALHAMBRA FOUNDARY CO. A-344 uj x < OR APPROVED EQUAL ) WITH 6- CAST IRON DRAIN PIPE (SEE DETAILS ON SHEET NO. 5) Ix L 13 Clt-' 1 1-45 1 1. 1 4 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-2 '-"b 10+00.00 N., (4+47.75) INSTALL 36- X36- INLET (BROOKS B SEE DETAILS HEREON) x N op \ I _% (�E� - \�l \ 2`L� B CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2, " _N x W/DRAINAGE STRUCTURE (SEE DETAILS ON SHEET NO. 4) A=67-32'00", B=24", C=1.3', D=30" 10 5 - C 1613.50 3 1613.74 6' 1600.0 TG r 1591.62 INV/W FL FL TG FL ril 1 (1591.52) INV/E CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 332-1, EMERGENCY OVERFLOW CASE 3, SADDLE CONNECTION. SEE SHEET NO. 4 �b Q OA p - N F1 613. FIG A=__r r�x <P% \ / 11 14, REMOVE EXISTING STORM DRAIN PIPE, GRATED INLET, AND CMP RISER 12 " ;:�, , c) / PAD= 1615.5 2 10 g, CONSTRUCT V -DITCH PER DETAIL SECTION "A -A" ON SHEET NO. 3 D 117 11+ 8 Ll N E "A"= P"POSED RETAINING GARDEN 0 0 12cy K 10+00.00 $$A 1 to SEE DETAIL "A" CONSTRUCT CATCH BASIN PER A.P.W.A. STD. NO. 300-2, AS SHOWN ON SHEET 4 -/JUNCTION STR URE //WALL PER SEPARATE PERMIT (WIDTH AS SHOWN ON PLAN) X PROPOSED RETAINING/GARDEN ON SHEET 3 FOR cl 'WALL PER SEPARATE PERMIT 11 INSTALL 36"X36" CATCH BASIN WITH STEEL TRAFFIC GRATE (BROOKS BOX NO. 3636) /w_- 25 1__� AREA DRAINAGE DETAILS 12 CONSTRUCT CONCRETE DRAINAGE STRUCTURE PER DETAIL "B" ON SHEET NO. 3 R/W 13 INSTALL 24" THICK WALL R.C.P. (1350-D) WITH THICKENED INVERT, TO REINFORCING STEEL 26 INSIDE FACE OF WALL. 1 1/2 CONSTRUCT PIPE ANCHOR PER A.P.W.A. STD. PLAN 221 -1 (SEE DETAIL ON SHT. NO. 5) P, jygl VUr-67 I in LINEW B CA DEVELOPMENT ATTN: BEN ANDERSON 17780 FITCH STREET SUITE 120 IRVINE, CA 92614 (949) 863-1055 - FAX (949) 863-0065 Prepared By: PLANS PREPARED FOR: REVSKM Engineer City BENCHMARK I No. ADDroval Date: ADDroval Date: I AT T An r! S CITY OF FONTANA, CALIFORNIA 10 Li 114 UL114 F_mznlll4 u Uj IQ Hq STORM DRAIN IMPROVEMENT PLAN Civfl Enpeering - Land Surverng - Lmd Planning FWE 43 R.R. SPIKE IN E.P. BY B253 SiBrra Avenue Drawn By: Scale: PP#1536663E S'LY SIDE OF BASELINE Fontana, Calffimia 92M WF TIRACT NO. 16167-1 1 40' jj No. 43976 rn 220'± E'LY OF CHERRY AVE. 6 815 Fax (9111) 356-1795 11 Up. 6/30/05 Designed By: LINE 9A" & LATERAL 9A-19 Date: �191_1�, Z-7- 03 SF I �_T 0 1 � M/, /D Al 110L A ; N FEB. 2003 David S. Hammer R.C.E 43976 Date cw�_ Checked B ow- '4-s - ELEVATION: 1313.04 (expires 6/30/2005) CAL Ap,roved: Dwg. No- 2 DSHZM CITY ENGINEER R.C.E. 51 3093 5 D L T 30D mm (121 300 mm 112*1 tOO mm (4*) 450 krm Ool" 300 mm (12.) 12:5 mm (5.1 mm t24*) 30o mm 021 150 mm 16") 750 vm 130*1 4,50 rom 1181) 175 mm (r) 900 mm (36") 460 mm 1101) 925 *wn (0m) 1050 -mm (4t' *5o imm qo*) Z2:� mm f,,4,3 72-100 nm #49* 450 mm (IS,) 250 mm (10-11 1425 mm (57' 450 mm (181 250 mm floo) 1500 mm (60" :525 mm 12t') 275 mm (111 1650 mn Ise'l 525 mm (211) 275 mm (1111 L1800 mm (7211600 mm (241560 =nm (121 a-lom (041 CIRCULAR TIES. SEE NOTE 9 B CA DEVELOPMENT ATTN: BEN ANDERSON 17780 FITCH STREET SUITE 120 IRVINE, CA 92614 (949) 863-1055 - FAX (949) 863-0065 Prepared By: PLANS PREPARED FOR: REVSKM Engineer City BENCHMARK I No. ADDroval Date: ADDroval Date: I AT T An r! S CITY OF FONTANA, CALIFORNIA 10 Li 114 UL114 F_mznlll4 u Uj IQ Hq STORM DRAIN IMPROVEMENT PLAN Civfl Enpeering - Land Surverng - Lmd Planning FWE 43 R.R. SPIKE IN E.P. BY B253 SiBrra Avenue Drawn By: Scale: PP#1536663E S'LY SIDE OF BASELINE Fontana, Calffimia 92M WF TIRACT NO. 16167-1 1 40' jj No. 43976 rn 220'± E'LY OF CHERRY AVE. 6 815 Fax (9111) 356-1795 11 Up. 6/30/05 Designed By: LINE 9A" & LATERAL 9A-19 Date: �191_1�, Z-7- 03 SF I �_T 0 1 � M/, /D Al 110L A ; N FEB. 2003 David S. Hammer R.C.E 43976 Date cw�_ Checked B ow- '4-s - ELEVATION: 1313.04 (expires 6/30/2005) CAL Ap,roved: Dwg. No- 2 DSHZM CITY ENGINEER R.C.E. 51 3093 5 D L T 30D mm (121 300 mm 112*1 tOO mm (4*) 450 krm Ool" 300 mm (12.) 12:5 mm (5.1 mm t24*) 30o mm 021 150 mm 16") 750 vm 130*1 4,50 rom 1181) 175 mm (r) 900 mm (36") 460 mm 1101) 925 *wn (0m) 1050 -mm (4t' *5o imm qo*) Z2:� mm f,,4,3 72-100 nm #49* 450 mm (IS,) 250 mm (10-11 1425 mm (57' 450 mm (181 250 mm floo) 1500 mm (60" :525 mm 12t') 275 mm (111 1650 mn Ise'l 525 mm (211) 275 mm (1111 L1800 mm (7211600 mm (241560 =nm (121 a-lom (041 CIRCULAR TIES. SEE NOTE 9 a-lom (041 CIRCULAR TIES. SEE NOTE 9