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L, -, - - - _' - - i __ I � - - - - - - - r 1 � "' - ' -4 _T_ - CURB II - - - T! :7 __�ff___ 1;;t:< ___' POINT B . = � �__L - - -t � 1_�_CIJIRB POIN A -"X ' i 71- II- - I . _. - GUTTER ) -- _-3_'__ - " __���� '�" _�#= t "' 0"' \'o �'_ '��� ____________- - � :---+ -_-.-__' eeA�? .+_ POINT �� I I .' �.'.= L ... �___ L --A t�7 � !.�, � � ZF-��_- w POINT F ... -_ w I T".1 __ _j < PLAN -t L, -DIRECTION OF FLOW I-:- =17:: :� M W L L =" W Cr � I " 1 1 . 0 Z) N - - - - '�V_= D - �� Z C-) Ef= i � � ' - - - . 4 .. 1 - - - - - - - - - - - - . �..' �:' =. E - F =�POINT C ':_ I POINT B zr-"*--, I FLOW LINE PROFILE HLEE. 11 - - CASE A I I -- LA --N - A L w D - - I _'. �� �- - L' Z - - - - - _ . : z " x 5 CURB OPENING __ � �- < . CATCH BASIN (S) - - - - - I - E - - IJ -j =- < �: I - � . a - 0 Z) I I _1 I—- I I I . _': : I ..... I.... - - I— I [ - - - - - - i - , �---- I : - - - - - IIKA_�_� 1--7--'.� r A - - +--.-- S --,-r--.n: CURB I , I I I ___ �'. . n= POINT A e'�O' \'_POINT B POINT ?In, Efi______._. '� ze I -- - _;_ , 41 Ar ( =: L , � _ � - ".'-""' '51", =. = POINT '*'�_POINT F I L -11-1-1 w __1 ... 0 - _... .__ _j < - --"-: < U_ DIRECTION OF FLOW - -PLAN L,-"=,-: TE M - _ __ 0: = N - I - i I j W ___ _"'_ � -7:7-': 0 =) D --T,-. " '-, Z L> , __ - - - - - - - 7 tt*. I - I =:--*" - - - ___ $ L - 0, 2 I � "__� ��e �� B POINT G -DIRECTION OF FLOW L- .- � N - - - POINT D __'�`FLOW LINE - � I � - . N - -= _= 3 �;--'� '. � CURB -.-- ___ 8L � =.:_�_t:�_-.: =___1__= GUTTERJ :-t-_-.-- " _ , - - � .:::- --'Lt-" I—- - -�.-+_.:._-: uj - "' 0 __- - - - _j �� - - - . - - _T:�� - � -11. - - � DIRECTION OF FLOW 2 M _7 = - = a: =j_::'.' 0 =) __.__�_ - N z U -4- - '_ - "' ' ---'-.-' E-_-.-_'. - L _------ill 'I'T., _=_ ) _1_.._..1_.':_.. - - .. 7---1;7- f __=j__ * __ -- --X,-,- POINT D = +-- I . � I - INT C \1 :_ . ' "--FLO V LINE -1 - _ja"-.._-_' _11.�: , :4z-- FLOW LINE PROFILE ------ '�' I .--t= = "-- _ :17= CAS E B .--- - r___ 25 mm (1*) 150 rnm (15") 25 mm Q') -- " -4__'____ .) , . III 150 mm 1 (6 - )_ --M,G,OR VAR�-)_ =,- .1. � M_ 7:7-- 450 mm VAR.- I --- , . 1-1:.- (1.5') VAR. -VAR. .- : -.-=: 7-- 50 mm ---. -1- � � ' :' = .'�'... - _` (2") -;-. - RIDGE 3� ==_ ..A . - VALLE� I -.:-I----:: I CURB _F_ _F_ y =7 -_11- - * - C> - VALLEY- 7 - - , . __ _� & - --,:-- - I E . 'A . E - .A _= 1. _ __ I FACE . <. I - . . . -, _ I . E "t . t> E _�- .� t>. 7- .y� __.__1r_'._.._._ I . . A U*) Z:� P. < . U.) _ __ " . __- t> . '. . 0, . '= - -_ 4--= I I r ' * ' . .4 . - 10 - . I" * ' * . . i . . A. . '. . . . ". == ZF_=:� L_ -I - _j -I A. C> . _____�_� ____ . If - �11 = +--------- = #=__ SECTION A -A SECTION B -B SECTION C -C . - --.-- 1=tL'.1___ _=_ � ....... AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER w 0 � < L� LOCAL DEPRESSIONS < 7 ,�)6 �%' '_�� 2M x a: METRIC 0 D 1- z 0 L ) 19B4 1200.7DF F -= _= 3 �;--'� '. � CURB -.-- ___ 8L � =.:_�_t:�_-.: =___1__= GUTTERJ :-t-_-.-- " _ , - - � .:::- --'Lt-" I—- - -�.-+_.:._-: uj - "' 0 __- - - - _j �� - - - . - - _T:�� - � -11. - - � DIRECTION OF FLOW 2 M _7 = - = a: =j_::'.' 0 =) __.__�_ - N z U -4- - '_ - "' ' ---'-.-' E-_-.-_'. - L _------ill 'I'T., _=_ ) _1_.._..1_.':_.. - - .. 7---1;7- f __=j__ * __ -- --X,-,- POINT D = +-- I . � I - INT C \1 :_ . ' "--FLO V LINE -1 - _ja"-.._-_' _11.�: , :4z-- FLOW LINE PROFILE ------ '�' I .--t= = "-- _ :17= CAS E B .--- - r___ 25 mm (1*) 150 rnm (15") 25 mm Q') -- " -4__'____ .) , . III 150 mm 1 (6 - )_ --M,G,OR VAR�-)_ =,- .1. � M_ 7:7-- 450 mm VAR.- I --- , . 1-1:.- (1.5') VAR. -VAR. .- : -.-=: 7-- 50 mm ---. -1- � � ' :' = .'�'... - _` (2") -;-. - RIDGE 3� ==_ ..A . - VALLE� I -.:-I----:: I CURB _F_ _F_ y =7 -_11- - * - C> - VALLEY- 7 - - , . __ _� & - --,:-- - I E . 'A . E - .A _= 1. _ __ I FACE . <. I - . . . -, _ I . E "t . t> E _�- .� t>. 7- .y� __.__1r_'._.._._ I . . A U*) Z:� P. < . U.) _ __ " . __- t> . '. . 0, . '= - -_ 4--= I I r ' * ' . .4 . - 10 - . I" * ' * . . i . . A. . '. . . . ". == ZF_=:� L_ -I - _j -I A. C> . _____�_� ____ . If - �11 = +--------- = #=__ SECTION A -A SECTION B -B SECTION C -C . - --.-- 1=tL'.1___ _=_ � ....... AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE LOCAL DEPRESSIONS STANDARD PU 7 ,�)6 �%' '_�� 1201.55TC METRIC LIC WORKS STANDARDS INC., GREENBOOK COMMITTEE AT CATCH BASINS 313-1 19B4 1200.7DF I REV. 1996 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 4 �1�_1___1___.11.t___.L ---- �1__.__1---'.-- - ......... _ - . " I I � -1-11111 ---- --- :--I*- � - __ , , . -4 0 , 1 1 1201.28 1201.21 Q) <� FS 120' .19 / FS _� \ FS / 1201-30 1201.48TC 1201.48TC FS 1200.65FL 1200.65FL x 7 ,�)6 �%' '_�� 1201.55TC Ji M 1 201 05FL 7x� 206.76' 1201.53TC (�) 1200.7DF I � . I I I 201.50TC 041 1201 .1 6FL .' 1 � � .1-1 � � I 12O0,(3'TF_L__- z , � i I 7�FC� OF FONTANA STD. DWG. NO. : � '.,_ 1 201.60TC I � I , I " ��� 11� IL M Q 1 200.77FL 1201,52TC "I I �' "��� I , .1-1 �" 1200.69FL .�' 1�1 N Q) 11 -ft- 11 � � 1-1 0 N C 0 __ I ------- � '� � 1-1 4 - � _� , �' � � �) � - - � _. _T 1. - 6'_ - - a S� 0 1 LOCAL DEPRESSION DETAIL 0 j - �;' .0 1� Ln 'O � 16 2- C/L 1 5' i I ii, < I (MIN.) - (MIN.� SAWCUT AND REMOVE 00 �- EXIST. PAVEMENT �; I-) .. - I - It GRIND 0.10; MIN. I z I ) �_ U @ n I OVERLAY 0.10' MIN. _\ �� ' - - 7- 72-/Z 71 1 114 Zz 1! 0 ?:: - - !x - y �� EXIST. P EMENT-/ I I/\I Y) 1) - - - - - - - - - A -- -- - k q - 0 � DILIGENT MANNER, THE CITY ENGINEER MAY �; J') I n LD APPLICABLE 00 �; "B"_ I 1� -DETAIL _ LLJ L'i CONSTRUCTION NOTES: 11� �_ LI) 0 (D CONSTRUCT 4.0" MIN. A.C. OVER 12" NATIVE (957. COMPACTED) PER CITY OF FONTANA STD. DW`G. NO. 10 z :� n & SOILS ENGINEER'S RECOMMENDATIONS I-_ z Q CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. DWG. NO. 1003 Ji M 318.00' 206.76' 107.18' (�) 43-47'51 " Uj > 0 (�) CONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. DWG. NO. 1005 11� IL M Q CONSTRUCT 4" THICK SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1015 ',W=PER PLAN) 16.56' AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET ;�' 0 (�) CONSTRUCT 4' (MODIFIED) PARKWAY DRAIN PER CITY OF FONTANA STD. DWG. NO. 124 1� Ln Ln �0 @ INSTALL STREET LIGHT PER SEPARATE STREET LIGHT PLAN 1-1 V� C DIAL TOLL FREE = �_ U @ CONSTRUCT LOCAL DEPRESSION PER APWA STD DWG NO. 313-1 (CASE 8) LLJ . EAST AVE., SET DRIVE PIN W/C.S. TAG IN APPROX. � /I 'p � 69 tp T_ U 1-800-227-2600 z DILIGENT MANNER, THE CITY ENGINEER MAY � 0 [if WINGWALL FOR BRIDGE - � NO. C 04725 7- 5 M �11 "I. ,. < �i� x AT LEAST TWO DAYS ."', 1� . V I to] "I :�-_-_'_-_-!:=t_-.�:�_':: -4 - ------ -'-r .... '---:----V- - I - � - - . - - ! -'-"-- - ,------- - 'r-, -._1_._ -11 - .- .- - __ - - " I I � I I I , I I I - I- � I - . I I I I , -4 1 -.1-- - ��. 11 .11 - � .1 - - - _.' 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A— ____11� - � I I - 0 '_ _=74- __ - '._'....'__-+___.__ __.__-_.'-_-w - -- - 11. ___ - - - __.__.1 __... - 4E: . ..... ______ � _____ ___ - � __i'_'____ - --- - - - - - -,.- -- ;�..=t_ - __ -.-,.-- - -" ---f- . - - . __ �� z�' �_ - __ - .'____ - - - __ .. __ �. -' -._ - �-_�- I - l -L'' - - � .11.1- . '__... -.,.,- 11 _ I , � 1; I - I - __ _._--1--.- _.___-_-_1_ - - __+ - - -1 I—' --t-1- ___ __ " -- - ------- ::V:"--,- __i� '� '--' f � � - - __ ..-,--.-�-=!:-.:=::!��77=.-----4,----r�7:7:t=,.-..-...�.I _. � �i __ -,--,-,- i- __1 ___ .... ::=_.__1 _ ..-.__11_-_.____.______ - '' ..' I - - . I. 2 e7� -'_Z� - __-1____ -- -1 , L_ = __ _______---_-1-- _" --"- ...... . - � � - - . . � _ ,__,:: = _. 11-1-1-1- .1-1. - ,I. _ 1. - I-. � --- . . . . . . . . . . . r . ........ -_1 - -' - - -1 __ - - __ 11-11. - . .=____"'1. "�,"-*---,4'-,--�--,--"--,--",".,--,'.-,.,����.11--l.�� - =�------:�l--,=:�,-.--.-:z-----�-,� _"__'."__'_.'.'_7.'� .. . - I. -I - I.. � _===�_ .:__:__-_4_:.�.'_.'� _-:,:. - __ -1 .... 1.11 .. . .... - - - - '_' - .. -7 - 7- - E_ _��._._� �"___ ��'__�112'-�_'_'-"-__ -,--" -'-- '-- � _'� I -.-- " ......' - ��� ____� - .' I "' ""'-' - - -, . :_ - � " - ____ _ .11 - ._ .- --.1- 11 .- ____Ir"__._1 _1 . ....... __ I 1--.1 - __'_ .111-1----, -1-1 ... ... � __ .. C -1- ... , -1-1-1 - - ' '"'___' - - ___ "., � " - - ___ " - - _'__"_'�.� ___.____ -1 11'__j F CURB - _'_."_4=,=,t=_4Aj __ ------- - ..-, _"' ___ . __ _1._-_'_'__ - ���f_- ." " I - "Ill: __ �"'_ "' - -1-7 I + I , -�==- ::'n - . -., =____ =_ ==. :71=1 = ___ - - '. I �_ - - _71- ="..=':� ...' . _+__"_ -7. I ___44__'& - - . 1-1- ....- - _ ____ - - : '_'='___1:_":.'___ _ _____ ��_' -'"--"' f --- - , _. � __ --.-., _ _'.'____.____'__' ____ ------- I ___..1 ...... =':'__ :� �___ _.-H-H T . --,---- -,.,- ' . ::. 2- -4- 1 _____ . . __ 1� I- - __ _ _ -,--. __ __ = --..- - ___ ' - - , _ - - -=�-!'_' " -- __ ____ __ -..I--- _. __ _.___ '�'--- -"'-'-------4- �---:,f,-+,-.-,---,---�,.i--.�=i. .. __ -___.__ -, - - - - - - - � � __ - " � - - - - - - - � - - - - � . - - " - - � - - - 3, - � - - : __ ___ � _ - - I __ ___ _1__. 6 ---"-- - -.-I-----,- .____' _______1_.1__'_._.'._'.____ F CL - 1� --- - ---- - . -__.1_- ===17___._ __ �_E___+__f � --:-- =- I", . �=:. _____ __ - - - .17 r--,:- ,4----- ::-- 1 77, L_ - _ =U , - 7 __ - - .. - 7- =T__ -7. _: .-----.-..-.-�.-..�-..----.----- - -.-.--.-...--. :i___t_ -7- � - r_: 7--1 ; 77- - 7 -E -7--l-, - � - ..", ____ , , _ - _" - " -, -, �- . - - �, - I - � .. - I __'�':_�'�:� "-, _'�1::_1'____$.. 1 __ - - - , '' . - �7 - � " :�'- �� -- .- .1 le . I �'� � _. � 11 . � 14�__. 1 i� - - '---- � � , I 1 7-- - "-� I I I � :i_7 -j.-_-. - I -11 - , - - . ,- � I 4-- - I I I _z r) n -ruu I z_-ruu _17 CURVE DATA NO. DELTA RADIUS LENGTH TANGENT (�) 37-15"I 3" 318.00' 206.76' 107.18' (�) 43-47'51 " 300.00' 229.32' 120.59' /T\ \'�L/ 33*35'21 " 282.00' 165.32' 85.1 1' Q 17-35'53" 107.00' 32.86' 16.56' AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET ---. - __ __" - - - _=�=_1== _.__ ____ r-'.- _ I ..--.-., " 11 _ .--.--- - - _11.11--�=-1 ' � - - 4-1-1 ... NOTE: --.,- I 1-1--.1-1 I I . , I _:ii_:__ _-1-1- - - i � - I .1-1- -6 �.. I -- -r-'.---&-- - I I ; . I- -'1'.__'_=_7: , -1 � T f 11 I -"" ", L.' z_'_J'_______ i- __'_ "" ___._ ' '=-_':.t"'= =.'r=7 I— ; -.--. .-I... .1 - ___-_R7 - _ _ �_.�=.T_:'=_- r=_ -f -_-=-..j'_- -7-.--- - ' - -:-- ___ ____ _._ ,-."- _'__ .--"--J---.---- _'"_Z��j __' . "' 6" 1 11 ,. � -, - - 1 __ L_ r - _��__�__ I 1 . ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. .-.-- ____ __ ,_='" :�i- 6 ------ �-_j ------- - ------ � ___` __ _ __ -I,.--., ___1_1_1__7_1:___1_11____ __ - - - :-1_ R_=1:______4i ---- _. _:�_: - �:.=...'�A ------ - __ _'__.i'._-: � .. --j- ----_'_-____j' __ __�' - __ - _" �� 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. ----- __.. _ = ==i ---_T � ___ - i-. - A_ __ ' - - - -_._'_2.._.'__+____ ___..'_-__ 4-:7-, -- THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB -,-- 1- __ - _ ---. - ".- '='-6�--':.':.":: ___ _ :.':= A - - 14-- ,_ I—- -.1-1--l- �� ----""-- ':==?=_:� _. PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). :j'=.__7 -6 ... .... .. - . - _ - _____ - 1.111-11 -__+_1_1'-_i_'_1_'1 -1 -- 611. :"66'- :!± ---. I I - I I . .....- .--- 11 - �_ I -1 __.. - --.-. � wl , I _.. - , 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE �- - � 11 -, _". .1 � . __6 *._�. 1 "I ____ ____6" ' ' .. - - �u - __ - � OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. _. _::::1rZ' - 1 -6--- - = - - - __'_j-_6'_ -1 __'__ _____._�__=_'F_ __ .- - ___1 11 - 1.__--f' 4- 1'___.__. __ 1__1r=_'7 -i-:-_: :r�"� *'-'- - - __ " -, : *�:�," - _ _, ' 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: - __ = , :=j___6'__ ___ __ ,--.,-----.:-]:I-.=:-:.--��-�-.:_---I------ ------ =. -:� _ � - -------- 1-'_-6'4-'_'- _ � _'-'_:_.. : --:--:-- �� -R FLOW LINE -'- -_ , - - '.:-="r=-: - .z"4"��-_' ':�T . ..... _.'��':7�:__J�:_-'::�f� THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTE 1--__ I - ..... . _-.-_,_17_.,_A'_�.=. __ - - "--' _' �_� �, _- ' -""'- �!=_ -I--- - __ - - -= =._'.__ ", ELEVATIONS AT POINTS A AND D, RESPECTIVELY. I J--' '-=4=7'-.-.-% � "__ - ___ _.- -T'_-7�':n_� ` '_�--'_._E' 11 -11 _ - ------- �_ - � - 4--�- -�-.,--�-=---7-�-�----.--:�.-i�,I " -I----- . - . � �i =:��z.7.. --,.-- . ___ I - ----.-- - -:- ____ 11 _�'.___. ____-_1___j_11 THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE - t-4- 1. .- - __ -___'-_--_4Z---- 11___'.__ _ ---66666 , ___ __ _ _� A_ ��._' 7`13" ELEVATIONS AT POINTS B AND C, RESPECTIVELY. , '_ _t_- __ I_ -1 _ _�_._ -.---- - __'__ - ...... _ - - - - , ,- =.- - = __ I � __ ' ' - __' ..:__.�_ .. zz� _.:. = - " j, ., ___ - - - - _'__ ....... 11_ E "T. -H. _'_ __ .,:::; - " ' 6'��___' , - _ . _ _" --"t .....-I.. _ -S" I - I--,.-- . '� � I--, .-- � -1 ... I +__ � THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST __ ________ - - �'�_'_"' - �. � ------ ' - ��'�:- -.t�..-: � .. --- -, *".-' -_ _ I . - - - � _�___ _'_ __ =-.- - ,:. -- GUTTER FLOW LINE. ____1___1_...__.__ - _ :� - __ -, -" !��_4_.:�-_-`ff_-: �______ _ - 6- '.._:�_= E THERE IS NO GUTVER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT _--1____ __ __L�� - - 1=:"_- - -- ,-,---I,-"- _____ . I __ - '_ �='+ WHER ... I 1.1.- __.. _'_ - ___ __ -- ----- - __ ___ . + ----- ------ -- __L.___+_ E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. _�� .-------r- .- _'__ __ _ -.1 _ _ I. = _f-=':qT.- " i.--- I— - .--- '___-6 _'_' -_:-:'.-_.t= ------- ]F:: -=-f=_ �::"_-_-=--_-'_'.' - -- -- -- - -,-- I I j ------ __:� ___ 7_=�� -- ',_____ -6'-.= -- -.-"''-'-- - - ---- 4 - _zt_-_____ - ' --'I- 5. DIMENSIONS: - �� - =1�-_ - _ � ._ , ;� . __ 11 _ __ ... I—— _= =_- -r-, -.1- 6 "_�'__ - -1 ....... I .... -1 :.' :�Z' I—— _____ _-___�___ __ _ H = NOTED ON THE PROJECT PLANS, � _ 1_____ ____ __ _ ". - -'-'--- -""'- __ .___ � ...... I- __ =' � --..- - --- ..-" -,- .. = ��..' �:'7_':' _"__'j"__- -11-11- -,-.,-, _ . t__ - - za. ---: . -, I" _'_ . 1,6 . _'_ ==.r.:_ �' :;:z '___ - � - I—- -._1'__±___6_-I-- H - NOTED ON THE PROJECT PLANS. ' I I-.---,.-- -- - --.--- _'__ __ .1-1. I I -1 ____ "__ ___ __ ' "" " -4- �'___ ... .-I.- :_ - -_ = - _ __.' 2 = THE PROJECT PLANS. i___�. _. _. -, _= - _ ---'4--6'--___'_--"-' ____ - .- = - � _____ - � -..-. I_Vr11% H3 = NOTED ON THE PROJECT PLANS. r=6'- E. - I - - � _ _ _ -, ___ .-"---,-,-,., - I?,- _'.. " - T- 11 -1- - _ I ....... .- -1 - . - G = 600 mm (2 Feet) .111- _ -.--. - 11-11 ':'__"'.... ..____1-.-__'_ 3_z_"'_ . _'_j:�::.-_'1 Z_--, _ ___ __ . _ - - I i_-_ _ -1 . ' -11 - - K = 1.5 m (5 Feet) =' ..- I— � - .1- .... __ ---= = 77= _1 -, _"' __ -1 ___ _-6 _"__ ' ___ . - ___ _ 6- - _' -.--.., '_ - __ - � _'_ - L = 1.8 m (6 Feet) ___ .. --1 - . - 11 - . I �17'7 .--- - .I--- ..__'_1 .-" ____' - -.- _ " ' __�.__ - _.- , - ..._.._______ 4=- - -6"'_ _.: � '__ .. ..... 1 _67'7:�_, ____. 1-1 L . 1- 1-1- __ M = 1.2 m (4 Feet) _ --i_.._-_ =__'� _'_ 1 _____ tz,- I _.' --- ' " I ' �_ __t__'___- '__ N = 1.5 m (5 Feet) ' . --.1 ___7j___ � _(7.,-- "��__' -1 -- ----- I ___... ..__._ I.. _.__1 I- -11. -, . -1- -1 . �. .... 6 ____ - - - ' � I - -6- . � '_ - � =__-Z _ - "'_' '___ -, . -, - WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS I - .... -1 , " - . �:'= - - -_'#____ -* ' _'_ - -_ .-I" I-. ..... . - ---I--,- . _._____...__1- .- FOR MUTIPLE CATCH BASINS. ___._ __ - - .::6 _��'_ .- ___ F_7____'11__ __ __ =� - 4-- --f-a- __ .--.-" I- � - =-t-= - THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). �=-_'_i____4__ _�__ ____ "t - , - --'- '_ -'- --' -- ,-6,--.,-.----"- =r -- - ------ __ .- . - ---6- --- - - - -- .11 '... _ - ,__---4------ - - - 4____ h'._4 ------- _.�.".�._' 1.1- , - __ . -11. __4 . . . . ..... _", - _ - - __ __ - - _w��_'_ 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNIT'S ARE NOT EXACTLY EQUAL -, _ - �__ - - __4�� ...... .. - ' r=7-�p_..--:�. - '..: � __ =717-7-76 VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC ' - _.- - "' . - - I ... ..". --6 - . I �X_z-'_f_.:�-_ ----. : - E=- t .. VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR MET,,.- )----I- __ __-_ - lk--..,. __- __' __ , ------ - _". - _"',' - - -..__-:t=_- -._=±-_7:±-.-1-.-- _'_4_____ _ ==.. = _#_____ BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH t-_-_--�-----=7_=-_-:-- ,,--- . _'_ , =Ev-� = - -- __ +___ - - . .:4 --,--I - __' - � -1 � :T=--- - pz:�Z:- - 4�zzz ----::_-= . = _11 �_ ____ ___.' VALUES. ) _. _.)------ ---,--"= = - --- 4 -- - '= ____ __.____-.= ___�__ - T � - ----- - �'_' - __ ,,'6 � ------- - _' � -:41=1 _A--:�-_ = ,:.,:= . . - � I . I f'_= --.:. f" _ _ - 1=4-_ I—- . �'= .-_1 _' "_ - __ ____' , I-- ' 4 :� 7_7 - I " �. --161"' 7' - _" �'----.�.-I�---�-----..,--�,.-�� -1-111 . � -�-�--��-�,*�--,--,...L,-.,-.�-,�.-,.---, -1 . J:- "" '-,-"-' _'_ __ _ _:: . --1 ".---. - __ - - - I �_ :---. -7"�,:�---:--I"-:.--7...:--r-7= : ' . I - 6- _= .....- ".._ - ;;�; i= _'__ ;1;7 -11 - : __j- ____ __�__ __'. ___' - 4-2 Un Gii""' _-, - - ,.� __ __. _-:L -�1�6 - =_ - _ , __' ._1__:!___4_'_ _F - ___'_'�_= 4'::"'_-::�_- ____ -- _. _ - _ -1 t'._:._'_'__ __L I----. _ ,--,--:::p "-,- ' - , � . . ....... __ - . _� . __ _�� - __� = '6 L . T= �_ I I I, -, _7 ' -Z __ I '�_: _ ' _11- __Z_ "�:__. __ ___.' � n'' _:_ -, - .. .__1_-_-t]_ . � - - ;�; , - - . - '__q.1__.r_' - -11 _'___1 I -1 -"-- ------ :i_.: .___..1_±..-_. : 11 - 1_1- ,�:--:--.�---�c-'�-�--.,:-�-�,i.�, . 1.:T__1.___t___�___.' -, __r___ .- -.1-1- " - �. -, I . - -,-...-. 11 - I 11 _1_1._.._.= === � "77 - _'�7'� '_ _'_� , I � �' I I -11 , --r- - - -7, _: , �' 7--�-1- .-"L*:, ' ' ' - �-1-- - _.�_ "_Z--_':F..:_-'j'�'. :F.:�-"�'-[�7.,--Z:r�----Ey,.-------..-�t--,.�,�--.� I - - - �. L'�' � I , . . I _�i I I 1, I . I- -.1--.1. _r -- �- 4 -' ':__r'7-----4 -- - - - I _�____ f - I - - ___ , - � - 2:_:-:- - = - T- I --4- I A I In r) R/W 1 r'- I 0 r) -. I ___._ ---i--4-,--' -, V AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN �!n '_ - ..' - -.- . -, -, __ : ___ METRIC �L-=_-___ ..__'_____" 1-1 .... .. ---.111- ___._ ,' - 'I- , . ::", �___" ,------,. I.-..-- __ -",7 __7Z :� - �'-_-'-_:_1_'_-*1"-' L_." � 1 313-1 '.:�.1:_:_`___.._ LOCAL DEPRESSIONS AT CATCH BASINS ,-..,. '_'_ SHEET 4 OF 4 ___ _'.- PROFILE -- - -,--- -:- = ---7T--:- . . I -, _ - - T - - " - _=_ ____.__'. ---. . 7. ---" _ ___._.______ 1. I - - I -11 .. .... i;-- - I -- __ _ HORIZ 1 "=40' ' - - =1 - .hiiiiiiiiiiiiiiiii�miiiiiiaww^� wl--wFikF��----- 4 _ - �==M_ - �:: =17�= , ___ __ :_,._ ' . , - I- -11 --- 1-11 ___1 ------- __� T__1. 1= ------ =�7' _'. - __ __ -1-1 1--.1--_ - - "I � I __ � ------ __ �- ________ __ -,---------- - � ------ L =� _= ____ - __.. - - __.' �. _ I- _____ VERT 1 "=4' : �4_--_-4 � i �' , 1 f .-- = - .1.1 �� I - 1_______:�_'_1 I 7--t-- =."==f_____._1__ __ - .. - 1-1' 7�:T='_ 1- '.77.7'. ,,:-.-- - .1 I= __ - - '�_-_-_-_ _.."'__*:_.::_*._.___ '._'... - -.1. ..... ... .1--.1- . _'___.-1_--_ --.1- - .-T-E-j 7 - - __ - - - __ �_ :_ . ....... , ":.,..-".,: _ .. _-, ---- '_ - -- "�_'. _��--.!�_ ::=-_-J...7-_7-. __ _____ -1. - - - - A ___ PLAN I=, �'.-_ :�- __ 4- -1 _��� -, � I - - - ' _:71____.= -::.""- - ,-- _. I ..". . .... _� . -111 - 1. - - - ' - - -=::-� - '' :. - -11 -1 - --- �-_' 1 z. -. 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CITY DATE PREPARED FOR: BENCH MARK: PREPARED BY: z 0 ::F DIG ALERT SHOULD CONTSTRUCTION OF REQUIRED < U IMPROVEMENTS NOT COMMENCE WITHIN AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET - D U FIELDSTONE COMMUNITIES, IN C NORTH OF CIL FOOTHILL BLVD. 60 FEET EAST OF 1� L . �� '� ��' C DIAL TOLL FREE = ARRIED FORTH IN A . EAST AVE., SET DRIVE PIN W/C.S. TAG IN APPROX. � /I 'p � 69 tp T_ U 1-800-227-2600 z DILIGENT MANNER, THE CITY ENGINEER MAY 2 ADA, SUITE 200 WINGWALL FOR BRIDGE - � NO. C 04725 7- 5 M �11 "I. ,. < �i� x AT LEAST TWO DAYS ."', 1� . REQUIRE REVISIONS TO THE PLANS TO IRVINE, CA 92618 L. w M x Exp, 12/31/05 ;;u - d� BEFORE YOU DIG . . . . . . . . 11 _ � , �- _�� -, �� � - �.k� BRING THEM INTO COMFORMANCE WITH (949) 790 � -5400 0( CONDITIONS AND STANDARDS IN AFFECT ELEVATION: 1194.630 ,I'll Clv�� \ I A FeWfLV PFAWIH6vep ; 5/2(10-7, SIP- I ,A- / � - 6.'?0-42 UNDERGROUND SERVICE ALERT j OF SOUTHERN CALIFORNIA - - - I I __ - I OF r.A - ___ - __ SECTION C -C ( IN FEET ) - 1 inch = 10 ft. NTq CITY OF FONTANA er Dr., Ste. 200 California 91730 STREET IMPROVEMENT PLANS Phone (909) 581-0676 FAX (909) 581-0696 DRAWN BY: SC TRACT NO. 16318 SCALE., Civil Engineers - Land Surveyors Job Number: 655.0101 DESIGNED BY: JC HEMINGWAY COURT DATE: 12/02/04 - . Wt5j-,04- CHECKED BY: PPR p____1' -C/ DWG NO. 3OF -_ / /Z.14�. �1! STEVE L. ELLIS DATE i '� - 3687 � 5] 9 - 4tEELR� R.C.E 51 1!12 1 '� Li 4"