Loading...
HomeMy WebLinkAbout6.8-116 Record DrawingI , , , , � . . I , , v I . I I �1 - I - 0 IIIIiIIIIIIIIIIIIL BENCHMARK TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF CALIFORNIA AVENUE AND "P" STREET ELEVATION =397.54 CITY DATUM BEARING BASIS THE NORTH LINE OF SECTION 30, T29S, R28E, MDM PER KERN COUNTY SURVEY . INVESTIGATION AND PERPETUATION MAP MAP NO. 7-1 BK. 6 PAGE 108. SAID NORTH LINE BEARS NORTH 89012'18" WEST. I CITY STANDARDS THE FOLLOWING CIT STANDA D npAxA/iK](-..q API= I 11 I - I , 11 , , b I I . A � I � ",_ �_,_ -, ,� ,� 1� " , -0, , v I ��� - , ", " �� - I \ ,_ ,_ C_ � _- I I 1 �!> ( � \ (Ij I , / \1 I , I 0 0 a I q 0 N� i_� I �. " I I . � SACRAMENTO - ", 0 � ­ �� PL N FOR SA I I 'CON TR CTION SAN FRANCISCO \ OF BAKERSF � . _ ,FRESNO > C N L,F CILITIE 0 Z - - . I HEREBY INCORPORATED AS A PART OF THESE PLANS: . ST -22: STANDARD TRENCH BACKFILL & MILL CREEK COMPACTION REQUIREMENTS LIN ST -1: CURB AND GUTTER . ST -3: SIDEWALK . SW -3: PAVEMENT PATCHES AS � MODIFIED HEREIN SW -5: FRAMES AND COVERS D-9: PIPE SADDLE DETAIL D-1 4: CATCH BASIN TYPE 'IN' . D-16: GUTTER DEPRESSIONS D-18: MANHOLE TYPE "B"' . i � z . � - � � III � I , I i � G' STREET � ------- ! ; ___0 : I : I � � : ! ; f f i I I k z ! I � :�l ., : ::_1-__----________ - I � i _. � ------ _� - � ___ - _; �- a �;"� - ­ � - _� ��_� F " I , -_ - I I . ­ ­­. ­ , " - 11 - ­ _�� ______ .. � : -I __ 1-111--ll--.-,---,..-,.--�,."-, � i . � � 11 ­ t � I I : I I . : � if r-11- I�471, 1 ; - 11 I h i i . r - if i Ili � . � ! . I i t , i : I 11 I. : : ; : !I 1 !! ; � . . ; ...... � I'll, it ! - ­_ ­ � i' 4 .. ; I I I 11 1 1 i � , --­��'Illafflv ,�,,,���,_-�,,�,�-F,�--�-,r--'i.---,,, � i I I , 1 � I " - ,��, � 140, 1 ) ."'i - 4 ;It i Ii � . I I j ; I i �� '1,� `,,'-5 1-- w w - Ir ",-­ , � ` _" ,iz_��,',W�-"_ � _� 11'� , ,-, ,- 1-��,,,� - ,. ,�� I _11, �7�,'i ',1 � ,-' -, " _', � 1. , _� �, 7 2 1- ,� "A N 77 -- ---- ----------- � _� 0 i - wj I i 22LJ-2 w I IL F_ - - -4 �1 � � "' - 1, �"�,i­ , __ ­ - - E "?, ,�� ­­ - ­ , - I -W -6, ''_", , , _5 � I , I 6 , " ,�, .� -,-,,- , - , ", �_'l ," � . , _ 0- , � _v� 1 I I 1, - " ,_, ., __ p " , " , - 'I'll 11 .�,_ _­_ , - ­ - r,_,i, I - -­ -, ,-,'� ,,, , - , - 7- - , " � t- ' " -'- _,_­-�,��` .-,,,,--,-,, L�,.��L---lia�,��,&,,M"�?'t"�F , .. '� , - , - ______ " 77- 77-'�" --`�_�__7' ,_ �, - P-' t, , . , "" - " , " , " � , ��'�' - - ­­�- ­` , , " � � , I --------- -1 _�, ­ - " �:_ . ,� 11 �, ,:�,� '' ,,,��, - -, , - , - �­-­ �, , __ -1 _7� 1 , L�_,.� - � I ,,,,� -W - - `�, .; - - M - - I Liv - � ` 31 15 - M � I - , - -- , , ",_ - , , - 7, -� , , , , - _�:,, _- - ,-,' , 'I - _ _ � � '1; � I � - '_'_�_ _-, �, -_ " x ; , ii it _11"111"_ I , 1 ,�: i'-.71--1 � � " � '! , " , � - " "; , , �� , � , �� ­-, ­­ _­­ � .11 "I �� ,­,_­ --,��, ,,,, , , � ,,, 77',"- .- _ ,777_ �, - , - I �_, , _ , I . , - 'p" _v - "�. " - ; , , � , ___u �, ,-. '', -, �c '' , " -, -,,-�-' , ,, d'q��,'qq�,-�:, '11""n" , , ._ ,,� , , - , _ I , , , - - , - . 11 - I i 4--, , 11� _ __ , ��_ -, , " ` I �,,.�:, � i " i.,' i, �,�, � I " �,, -1, * , , ___1 �" , ­ _1� ,� '�r",-�,,�,,-,�,�,.�,�,-,�-,�,,,,,.-,�-���- "is, � 1 , , �,uw__,�'_'__'_ di -11, 11 � I �__ _ �� I -1 A'e�­,(­`­­.,��­�,, I � _;,� � ,4 ­-­ , , _� , - � ,, " _t- , _, � - �`,?­_; �` "i" ­� _11n_11 .1 " - ___j� , � �,�,,��,��, _ , , , "', , _ ! , � , ,"; __�# 11 � '' - _I, , , . I i f _"�__ , , .."i, z7,,, �, - , - T", ,,, __ ,,,�, ,_ ,, � , " -­ " ,- I i I ',� _ai, I . -� ,,-- , �v� ,�,-,,; -,,�� � -,";, I _1111�1 _40n �`,,.` � _ _ � , '' - , - �__ ., - , ", '' � � I � I - - ''. �_ ��,�_"���_,�"__�,�".,,,�--,,� - ,,,, , ,_, , �� : �i ,� �', r � - ", � 'i , - - __ _ , ", , , - - '� , " - , " � - * ­"' I � , I I i 11 �,df,"', �,T,i - w , " - - 11 STR .17'-' il '­� I 1"� �_, , 7 ­', , 11 i,�, 1, , I '' - __.�_' ­­ ­ --- - , , ,,& _ � I 'j�,�­�,_, _ I , I ,,, " , �'-�--,,-,,,���-�,'�,,,,,,--,�"--",-,�,�'-""-'-.,�,--r",�1--l�l,,rl,"-�,��,,��ll,�,����'�7'� :,._",i"`_,�",� -, i:--__:­Z­:,"--� ,,,-��--',,'--,--����,,-,�"!-,-,�-,-",.��,-I _�� � I U " ��', . . , R � " "", 17" NEW PARK, ING AREA �- I. _T - -'s - , - 11, "" " - _ _. I '' I _j� . /I j �.,--- � - 'A � � , , � I 1- ­ 3, 1 1-1 �, : '. ` ; ` I i ""'I" 11"t _ - �i '' - - ,, , '. , -,-, - " , LH, � X " , � , I "'l- - I t 11- � , I 116, �-� I � � , ��'­', _ , , - q , " �� , �,7 � _ 1, , -- , 1, � �� � , , , __ , I , - �1�__ � - , - ­_­ "' � - - , , ­­ : i "� 1kf-11__1' "I ja�l , __ I 'I" � 1, - I , , ­_­___,___, i 11 I � G - h , �1. 1, - - - , i_, , i "I" z I I ,� , �,:?111_ - I 1�1 11 - I - _ - - ­"'- I I I I ­ -, _ - __ -, � i�,_11 I I I -­ 11 - "' 1, 11" - --- i � - I - '�,,�, x 1 '- _ � ,,, � .1 -11,11,�-,���""��,��,�,�"",-'-,� :, �� I ­'�, '- i � - ` ��` - - I , - '2__ 1 , , . , *` *."'A" a -_L, " , � r:'. �1'11 � _ . 11 I I fi ',�,,_`! - - , - , 1, 11; &,.11 � , "� , , ,�i, , 11 I � 4;�_, -14, 111,i, ,�"��ll'-�,-�;�",,,"���,�:--,��,-���,,,--��� � -_ _ �,I, , , 'i, I , i I'll I - I � __. _­., " - i� �`� -i� "'�,,�: I ""' ,.�L , , - I �,_`T � -1 _. 11- 1. 1-1. 1-11 - I - ­ 1_____11 - ... ill I , " , , , 1, � / , _:, � - ---J � Trv� - , � , ��, � 1� ," __ � , - , i, ,,,-' - ,-,-.,-, _-, - ", ___ _ -,--" - __ , , ,i�,, , , �, , I _ . "I I-!,- - � - � , � " _,,.,,,�,�,�,�;,:,�,,_,, I �­,H � 1, . I .11___1..____.1- I I , ! . . � - � , I I , � -1 !, 1 $ f / 1i -I[-- I----- __1 - � - ___ - z �,_g I lk__'�, I I , � 9; � ,�, I " - - i I i � -, � . - __ - M�� 11 """"t , 1 , u I . FA . ; lA � , , 1. I , -- - --"11 1 -1 , 'IS�n I - 1. ," , il­'.�;�_-,,,'�,­','�,, ". ,� , ". ,,, ."R!"'? 'I, i-, I _� , i _p_ , - W - :7 - __**k41A%_,_ I � - , , M_ c _11- ::�- I �. I-V � I E�,'K ,N'G'FIM-� 4 ! - - - . - - Awlr�_ :;�' - � � ,�W,,� ", ` -, - � 11 . , w - ­ - - - ­ , N 1, __� __ I 1; w 11� � �� , � D,0!"-, I __! , I ­!.. � "I ­ : I , ,_-_-,i,,.-,,-_!" kj�4 � - I'll -­ , A , - �k __ 1 ! z ! 'I I Jw_,_,� 1, i '11 i , '­'�, I _,�_`, L��_��iL�Aw_lj. ? ,. �. � I - - , - , E - - ,I- I "'r "' - , I, ': 1, I : . � I - _. I �� - �`_11� ,:`-�, -,-,��,',���,-",�,��-,,,,,,_�,-, : _ _ �" " I ; - �, I -1 _`� - : ; � 11-i,l __ � I'll, . . . . . . �i"­�',',v",,'*, _­ I - , I , - -, 1,1111-1."I'l - , , I , ­ , ­ -, " I I I "I � *: � " , 11- i,� _�� , , ,,_ 'i",f, , '11% J, ',','�`, � �;-- ��-� �il . I . - -_ - __1 --- �� - - , ��,;, ­ , ''I I ,.] _4 1� I I& I i , f it I . -, I 1_,� �-�,4­,P:_ ,�q w , ,V,��­, ­�­,,­�Ii.�� ��­?��--�­ ,�, -1 � 1 e�i_ , I- Vi_ ,�,,-�,_,_ ll , 1111, , 11 Ig � .I- I . . . . . ­ " � � , ". i�'141�;)�,i,,�,'t� , '11, i,� I ,", , I I . , , �, -, �1 � , _71 ,� ". �F�;, I � . - � X11 _ __ ", 'Alk"p, - , �, i �`,' " � � � . . Wu "Ap- ,'A �; v, 5 I , , , I - , I I , - � - � __ ,,, , -, - i, "' - I � ,�, ,�,:�-�-�',�---"",��'I'll'-�-L"�-",�,�.1,�".�'� I I � ,� '' " , , , - r 1-1 I 't , --- - � , - TZ- L-11--11 -, i ,,;,,,�, � � --,, __ ,� a "" " , -, / I 1N!�__,' * - ,_,z ,�, eli, ; ; it �', i 1,14171,11 , � I , I �, I I ,1 I i I ki"11, -,�,� f I I " - 2� - " I - ' ' * _1 -11 I I � , , IF , - --,"At � "', , , , 4- ; 0 " __ I -, �,: I -� ­ -1 _ _,� , "I I, , I � ---t- : A, 0 ',, � L , - _�4 - _�� R _1 1-111- ���__ " X`I'N,_� L �z - - , , ' - - , . F" , Ii- 111� "� " �',�� 'f - , - , , ,_ ,,, L- � , , -, __ � _. 'el, ,� - - -1 --_�­ _ - - __ � I " >,__ <, I - , , ',, _ t I , � " f I w I " , "' I , ,,�--,,,,�i-�-� : " -, , , I � ,,,,, -, , / ;,� " , " I �,1--��;,i""�,,-�_,,�,,,-��',�� ,- - It- tA �, i - _ ;0 !_1 ­ _1�7i; , , - � � , 1:� , - �,� - � I , ,, " ­ -�-!� I � � - -1 �;":, �­ i 1, , , " " � � li�,- . I - - , ', ; �:;-i 1 - � , , "`�_' � "_�" " � ____� - ' ' - � ` ,z,�Y.,;" ; , I Ir __ i! I "I � 11 " �t ,' ,,�­, . , -­,L�'­ , _! � - - � - - LLI 4 t _;� " LLI - '11 ( i I , -, � . � , , , , , , !L' _ _­­ ,� �� '] It �, : _""'*"""""` 0 LOS ANGELES j : � � � i SAN DIEGO : STATE OF CALIF . LOCATION MAP NOT TO SCALE "" - .-.�,-i I �� : �� � - ­;­ - _­­­ ORNIA q I I � , � , _ , I I 11 �F 1�_ I il L� , -1 I 11 0 t, , i�,'' ,01 i. " '�, , I "' i -11, ",ii;�, �'­ -_ I ?I �11�. I 0� , " I � ­­� ) ­�__,­ . - � - -<_1 � - L... I - , , � , '. 11 . I - � I I � , -11,1` _7�� .1.1 1, -1117 1, G, , � . � 1�'­, - 1_�,_ � < IF .-J, 11 __�,_ 91 - � - I - I . I `_�� \4�9 , 1. _", - �1, .� I , , ,�, , ""', p, -,_."_ : 7'�\ '; _� k - , � 'v, i . , �___f \ I - I __v_ I I j� I I - - 1�1� 1.001 r 1 1 t I _S1 I I I I _ �, �_ - , _ - ­ - - 1: 1,�� , , � i�, � ' ' A' " " .� -, - , - - , ! , , lk� , iS9 .K , "" , 17iiia. , ,r4-,,;! _m I I - , '_";�,ii_, _-, � . " I I I - � 1� , �v � -1 4t�,,l =ia '. , ­ , , h Z5111ttE '' � , , 1z 11 I � ", , '' - ­, I 1, '_ "t, '7�' ,'_,� ,'�,',,��,'z�___' ", I - -.1 I -11-11-1 ­' � L.- ' g ` � 'i, " `�, I- "" . , "� , ,�� ! lk _1� I -1, zl_l I ; , - _ I 11 , , I . I ��, I , , , � -, '. ­ - � � �'��,4 I , I �� - � ___1 , - I I � - I - " ,1 i " t-11 - 11 Ll i t'��,�",�,,�""i-�;�;,-""",���-� " ,4'��,,-,I�.�-�,�-�:�."-�,-",�,,',,��--�,.�,,,F', ;Id_i�', , , - I I , -, � __ , , , " � ,, i _� e � I - " � I - , , " ­ _ , , " - � , , , "" � - �, 'f,_ _'a,__,. ., , ", , ­ ______ 1,,_-1_i -,w __ I � , - ,,, - " " - �_,e_l_ , �__ __-, " � I— 'Ifl , , " ,--- _­ - , - , �' _" -j ,--5_','-,--- - ---­� ------------- j ,,`,` -- -`,',,� -L- -, _-, 4 114� - - , , .- .- ­ I , , _ � " � -, I I -,i­­:­�`,)�- � "" � __ I _�11 , ,� - �� 5 ", �i I ,_,� _,""', -�,,'-�T�� vlf""��,�­ S_ ; � , , - " , , "' �­__ - ., it I , ��n , - -�,�� � � ,�-i,: , , - , ". i __`��, "" '' _ '..'' , , , � , ",'' - PL' I ,� ,,��! �,,�,.,,� " ,, �, �,'�`�Z,t�,­", 1��,', I I _ � - 'i 'I-- i � - - 1. I— 1: pi­,��7�­�-�!i,__­" _--w-i�' 1_�i_ IN - , �,_,�, � I .11 � -1 I ,, CULVEERT, 1,2 - ___ � , , , I 1, , , , ;`1 _,_,'-�_;,T�71F�7' 1,1 ­ �­� � I � - � I � 11 " " ��.' - ,,,���,-,�,�,,--7,-"�,�,-_��,,�y�,,���,�,- ,,,-�,,,-,���,,,,�,�,,,���,���,��,-�",�, , - , % , - -, - "'' . , - , ,U4 - ," i , , ", �, . �,,� � - " - � "N ... it � .. ,M '­� ,�,0'9 '_�__ - , , , - -01 11 -1 - , 0 1 � . �-MPille, I, 11' - �n,_ � w " - __ _�, � - " ", , . - , - " - - ? M 1:01 _` .- i9_;11, "Il."",���"I'�'.1fl����ll-l���,�,�".,,,--��-,,�,;�,-",-",�,��,�,,��,,�,,,,�,,���,,,�,--�,--- ,,"': , -,. " ie,� - - - - " - ,� �� Z, 1� , I _,", , - -1 � 17 �, , ­ " -, " � , � - -_ �__i,­_,_­ : , 1� 11 I I I I I I 1-11 � -­­ "I 1, , � ! _ � � I � � I I , `11 III'-- --- � -, - . I ; I I �, ?1- I , __ , dil, '11", " . "�:,: , �t,� -11 1-� ��, stk�Wv�,,�,�,�.-I.,"-�',�"I"I 11 - i 4� , 11117'11'�3. � � k 1'� � _­�� -.1, I , J I--- -51 11 - " . � JAV _� �J�i _-.11 � � , , ; 0 _11,11 1 -, - - __ 7 , .- - ., , il�� I , !, , ,��,Z�;,_ , �, ,-'s � . , , , ," 7 � , 7 , I .1� - � � , I " "'', , '_ _ - , , , � 2 1 " "-,., " , , " , , 1 . I I . - , 7 - 0 ` `4L -- � - It" - " * , _ _ " , , � , , , � �-_ - � I ��nv�­_ 1 ,,i-"-,.4 - ­ , X*� , , - _�o � " I i i I- - '11, !I ; -=� , , ,,,,, , - � I ` �" �` `4 � . j " . :_� , 1, '' - - i V-) ­� - I I -r-,[E -, I'll, 4- - , -,� - Ii- . 1"", -�, I - -, wr I, ,� "! ' 115 z k _1�1'-iiit! I, , , � , - , i , i _ �­Ql_ - � it, ��__L.____-_' i _ - � "I j , ­ � I ww �, � - ; ",ii � - � '. ,�* . _ 1 �0 , - _ I— - � ,�, ,"""i, - _7fi 1� - _,­,_,__,; ��:-��--_j 1, r i, , , - � ,,� �L , _61 Lit E " , � i F frt__ i L" it I , ,;:- - - -] , �, i i; , -, � ��, - -C R If I _1 ;--',,-, �> I 11 � .3 _', - - � _ " ", - ",_:� �_ �, ; __� , ­ �­ � - 11 � , ;, D C A &L--]LQ1i _�, , - , ,_ " �� '._,�,.,,,__,� I I , _�41. __ I -,-- . . . . . . �_ "" I 111,n_11�1;ill��.,_ , , , , I I ill �__'11.' �1_1`111__31' ',?.� � , ­,`�--) - _` �:"�� �� -, - -, I -,, --- :'� -- , ­­` - I , , 11 I - I " I i �11, " ,; ,-, '� LL-_ 11-4 -4, ­ " -, - - " -,�Z,i-�L"- :,--�,'�-;'� 1,- , _ � � ; I � _,�,,, 7 N I � ,Ii'l I � - I I , � I - , , -_ 11 � ,z i� � , ,,-,- I � IiI.- 0 1 1 1 , . : - , -, i I � , , , �; I � 11�ilz �* ,�, � 1. �-%Y,�--,� �, � -,,,---, ""- ,--', - 1'11�'­,�­`, - , - k--_� � T--_1 ____­___________ _ , ; �1'1 'I I'- ,�.-_; ,,.-,i­.­� ,,, - i': , , i, I liciA;1,5`� Dt'>' �� " -',�,, ,4i-"*_--__ 1 --- - ­ � �Wtl - "', ­,",­ " - -_ , - ,,, , `�§_- -_� "."', 7�­,A - �,"","`,,"­� ,,- , ;,-, �`,6;� -,,-,�,.-iir--% 4i-, -�- �-� -, I " I " - _­ , -, _- I , ", - " -�-�,,�e­- `,>� � . I ­ - __ --"--,-.-- ­_ ------- " , - - � � ­,', �_ 4 � � I ., - � � . ___ ­.. __ _­­ - , � _J , , __7 1 , " - . -�,�--, " � , i ­­ � " - ,� .'. ­": � _� L' �i, 1, � -, I k�* - I ��, z_ I . , '. , I -Q p 4 �, "I - , � - _ !�7_1 - - -- �­ 11 " _ , 1� : �� ,� " :, - �,.,�t, ,,,,,� - , _-i� .,: �, " ,� "' -, _­ I �'1�`i_'T­_7L_____" --- -7--_ i7�1 � 44_'11, "I 7 , , � !_ �, I -0 . I � � - - 1. - - ­ �" � -- -_ , - 11 '' I , -r; "­­ �, ly _,_"� I _� -, �` I I 11111i" , , , �_,� �� ­­­ ­': :-,�,,, , �,,�-i�z -�v --- � 1, .::,,,,, , ,��7�_.,,,, ,, ,,, I ,,--- " �, ,�­�-`,,-,­ - """"'; ""a4`M,�,., " _ , , ­� ­- -- - - A& , k �, I ,,,,., �_, , "..L,�--,�,,--,�,-,,,;�-,�,�,�-'';",�.,, _- - 11 4I, !I - , - _t.i�?"3 , , -, , P, . !-, , , " F1, , __ �,�, , §,,_,� �;­ _ , _ I '' �. - �,_ -, ,4 �, ," , -1 ,�­,O,:.-," ", .n -, ;M . - �:_;_ , , li" - -_ __�_ - -1 t - , - i?, . I -Y,' - _� "'! - �,-q I." - � Lu ., - , , , I -,"I : 0 ...... . .. ,*,, -, J, �-',f :,� ;,,i�' �,�,',' - , , -1 _11,11 -r___"", I � -, _-, I � al , "N �,,! t ?��,_� _______­___ -, ___ " " - " - --,-, 0 " ��i _: : . i I -- , - -1 - I - :__.. , - i - " �, ... _., , ww, , '' - , , " � '. I '1,"i, §',� ", I ,� I - . , I I 11 i ; ! - , _5 I I I 'I 00, , v , I pp 1 " , i, , " ; -1 ­ i�, - -;�"� _11 - I '� , �31�44 `21 " I " �, T i I - , , "' 11 � " 1' -, I ., , � - -- - M � , , ­ , - , I �� " I f7l - �, ! , ,� ­,WAI, I ,i,� , -w - - �1` � , I -1 I A � V �4 R - I � I'll, �`�� " __ " �, , , " _1 `P i I ! I * --",-'v 0 : 'i I I _', I - , - � , ­, 1 - -1 11� W i'11.1i,11 I il 11, � , mRl , , .:Ip��-�,-.�i�,�� kil "wo , �-"� - 1��, I . - 4, "I-21, - : --I-- io�,�,; �,o - , , �` - � � � � � I . I " \ -, '' 1, - I i�. �', , � 11 , ,_," � -.- .L: -L '; 1"', __'_'­J� ­tj , �� ' L " j ! , _ . ,�_ , �, _ , ,,,,',,iii�. _ $_�,,�`,� � � � 1 I I ­ � -f, , � 4 '�_Xl, - �� ��:�b5i , , � 1, . _T i � i "�. 1� 1�.', ", ­,�, I I � - , "l, - I i ­ I , I i F � "- ' - y " _ , � w9le _-1,111 -,,�,,,T ,� ,� �,%,,t _�, , , R"I � , �_ , "q - i ,-III , %A-, r 111; � � �� I �, ", , 4� � , , - - , - ,�< , 7� I 11 i , ,, � ! - , � ! i, _'! , � -- i JA,,�i,. , .,. J,� I I �1' 11 - 1, � - ��' - ", - " " -, , ,�� -1 1.1 � _,,ii - I - i -1 , 1 ! 7i �i,:" ,,-�, � , I I : " _ - I jM13 , I ,- W-, -, , -, _,,__,4!",�,71,� "' il I 1� - I , I , , -, - , �- ,,­-­_�� ,ui , � �,� � - I ,�;71 _"'�, �, '. " r-, I ,,, , , - I- `%.- " 1 11 ?i1_"1"111W_] ::-,z1_'1',' 1111, '_')_1_F,"-`- -i ': P�,, �,',, I', , , , * , � , F-__T__T_.._T___[__ '' � -1 "I" : ,0 Is _1 , ,,,�, I/ ! � V , "' ,_ I , , .�-' ,_ :','�- � --,,-,,- I I ­- �- ­ 11" , I ­ 1"' � III* ,,� � _�, ; , � �­ � '' , i,� , 11", __1_1 I? I 71��_t - :,� z I - - � , I , - ­ '. i z ; I 'I, I - 1i �� -,, it; "A71v ,_� i �N, 0_* pag, �',i" i n ,� - I '9 � � 'I � i"', I , - _� -1-1: 11 " �� ,,, � _', I" I 17 � I � I ,� " '-' - - '" L" " - ,,�, � , " I !" 1 ,!� , uj �i""' , j ; 1 1� I I - "" CE" I "' , , ,- " '_ ' - - , � � - Ir"110 1, &,"t,", . , -1 I � W �i'i -, �"I"I-1- _�'__' , I , ,,, ii � � � - Ak - I - ) , I 1K , -____11 � I � 11 I ,,". , , �, I !I 4 i __ I I i, , � , , , , � , � __ , , , �L�,� �, , i f I , 11 . -01111-1 - 1� , , v- "a " I ' ,_ f ,1 " ` . � 4 ", " __, i � r- . , , , , 'v �� -, _ � - - . ", I 1 !� � , � I - � , __ %� , , - 1 � ", '' , - � _� - I " i � . ", � �', " ,� , � , , /7 �-_ ___ , ; i Aw - ,�, ,� _,� , _ - , ', 4 & , , - ` --,---' _" _'� "' � . '__�' � - - -, - -1 I L_ I _4 I __ ___ I ` 1� -1 ' ,_, _ , � , I,---- _ ,-, ; __�-, ,�,', .� , , - ,I I I _�, , -7 � �k , - � , � , , __ - I _ " - - : i , ,_ 11 " , - __ , �, I -- , � - � , : ; � , ,� � - � '.. , -W, - I _________ 1 t�p' , zi�,& -, ! - �, ;;� . j 1 -,,,", �1_ %_0'__"`1i I", 11, " - - , , .- , F­��-�,, _ � I - I , Y_ 1- , N i, , 4 �,, � � ,­_ � � - - _ I I I -- ',�EP - i I ___­ I t, _f_____1 � , , " - ` �'. �_ , i ­ I—, ­ � t � " � -,i , � : � . �� - - 5'' ­ I L ,�t, - I' '_"�_' ­�g , , "' , - , - , ,-r -�- a i � , " , i , " , " - i, "."""'! -, - 1 5 7,� " . , J ". " v � � , � ,,3,�� , I � 'i, I �*_ ', sm , ! t -.4,. ., , � �_ 11,91 �, .1 " � �' - � - I � I e -� - ��? . I ­_ , I 1 �_ " _ I . , , - �- ,-��, , 'I , ., �-"" -1, � - , = �', ��4 - I`;,-,j,�-;-,5� - I �-`-"- , T", i" �,'3 113,1111_1114R i_ ": . , ; , I I! � ,�,�,,;, , , � , ,� �* q , , � ''I Z?,�_z_l W:i - , � ',�� � I - - - , , � , :!, � I �:, , �, " � , I [,t,,7 ,':�,,,�, n ; I I 1 1 - !" :1 _ "'� ,;� L't, -, M, ,�i , 11 " I !v 1 It 1 2 1 , I , , " ,�-�,_ - 11 I I I I I I � " ' � �_ I I " � , i . '. 11 �� ­­­ ', !__j ' L _._j I ! -1 1` - - . , - � � , I I I � : ,� - T- , � ...... ?, r. -z , 1_,__1 ­�, C I A " , - , - , ,_ ," �, -- ­-zl�--_- ­- � - ;. , . , , 11_�,� , t I .- i , " , , , "". . - I I I ;_,�,1_1- 4�, / " �,�:",�_�,: , , , , , �--"' 4- , - , "____,_"" - , " Qj i I ,ill ­_ - � � , �, ". , - , ­ , A -,,,, __ " - "T! - - 1, -` ..,,- 2;_ . I " - � , I � , �7 -_ , �", � � I I I , - I , ". " , � ,� ,,, 71,,�, --,, , � 44 _", - - --­ _0� [-", ,"iF -, -1 " " ", , _�i ,� ,!__ , A, , - , , - '! . I 4 , , � , , _z, �' i 4� _-,� , � , �,', � , , I ,,, . _,,_,� - , , " , , I I � "i"', , , I � , 'i - I ,. " � __ , �1'1 - I - ­," __ _� " - 11 A" ; I " , , � - - � -;:4 L -..-.--j i, ", 4 , -, -­:�­ ­ 1. , _ � 1. ,� -,)�, ", - I _­ , ,� I � 111� t, - �X'�-," I - , - I , , I �,_�' �Ii� 1. A .1 I , � i a I III i . i 2 1 a 1 1 �,'�'i-`, F�� ,-`,�, ,.",-, ... ... 1"'6�1 , - , - � " 4 L �, % , ,;-,, : ,-:� 1�1 . ��, 1, , :, J_-, -,- �­ _M!��, 7 -- ----- I . I " , - _�i�j , - - .11, , 1� . 4i . 1-11 ,,�, ,,��, J, _"� � V, i"O-"", ­,�,,,,,,i,, -2 , ,,, ­ , I - I 1, �'­, _�, ­ - I � I - � , , " , �, - -� ­", - ! � 1 �, �­,,'.,' � �""",-R* , - - I- , '. , " I - , ,�i -41-1 , , � , -Q. , '� , � is- ___.__.___.___1 L- I �, 7 -, w_ ----j - I , ! I , , I "I "' - �­�4_1_ ­lk­ -I � , il "", '� I - """ , I I I I I - � , 11 I ­ Ir , - _ai�!,-2 ,�"A ,�,� ii, n . I'll, - , ­ .- -- - - "' , ` I ­ . I � � , , - - _1 �, ,_ , -11, I "I . ; ,R� ?, ­ - ,,��-- - : �� ".�, �j _ . '' __ , I . � _j_ L__L__L___j . Eg ,,, ��,,'.,�,,-��-',,,;�',,-�-,--,-"�,,,,�,,'�,'.'� -,"", � RKWA, ; -= , 1 -4 , � � , , I - I , - - , - , , �-.,,,, '':, �, 11 , � - , I ,,-, ,- - -�', � .� .. , I , -1 - I , , A I I � - 1. - I 1:� " , I . . ,��4,jtl,, M , I �� III �1,� �� "t - I - - i - ­ � I I' -, - I , "' "' , , , - % � I �_I'i",� ,� -,I----r,--- ,,� ��,M,,T et� I - �-,,,---,,.-���,,���,,I�,�-,,�",:"Zz�,�-, ,,-�,"L ,,�:--, -, � ", " _� �, - _i_',-': : -:_ , - - - ,� a,,";- , -, � I I � , , " -'i � , , I , 1�, _,� - "j, 2 , , , C' 11IRS-1 I ­ q-, lil,i�'. � . 1�7!_'�"".-� -�'. --'."' , ­­ �C,,-,,�,- ---,; -, - ---�� 1�."' , , , , PARK I - , I - 11 I � Is - STREET , , - - , I "I 11`4� - �i � - I 114 - �-_ - � � _ , I - "_�Tq_ - I ;, 1'11,_,:�';5� -_ .1 , -,z " __�� -­ ,,, ,:_'�-��,1,1-�,'-,' 3,,'�", �,_ -,'_��:,'<�,*,,,,�, -,� , , - , � _�, ,'� , , j� j� j� I , ­_ , , "' -, �, ­- , ';­ , " , , .� � 1�",_�,A� � � �,'j ------ j", 1 , 1 1 �_A,�� 1, I I ` 4"­,�­,�, �4 -, - , I � i I , _____-_,__i * wbi ­�--­�, - - - i I __-1 ,�_'��_,"",,_ I -:.,,,, ""., ',"""". -:,,,.,­�:,- � - , , ��",�i� � � - V . �� , " - � - , , - _�11'111_1 , "' " , " , ­ � - ­­ -1 �1 __ -, , �, , -, ,-�­11,�­ _� -11i, - � " .. , , _Pfl_�`,In' 11 "I j _,� " I � , _ - � � � - ,�_,' � �. , -, __�_ \; : , � , _ ,,,_,_�, , , ,_� , --"-,, , - I - w - , - I - � � I -1-11 I` - I., �r___ , I t 11 I , , "�� -, --;I',- _"51,__,__1, �,It, i - . I , I - - & �r - � - , � I ,.", C� i�, " �,�5 � " � , �"' � - .� cc " " -1 .1 , lz / I i -1 I , _ �, - � ��il 1�-�,, t'-, " - - , '_ �, �� , _'i _�,� _ " _,_ , - , ,, I 1 �"$_� � 11A � ,� �_�`111 - 1�1`_ - ,11,111", _i� " 111'�1111", � � I - - - `Iii,� ­ 1 41 `11 . 1­1� " - ` I I . . , � �,�,il-i-,14,L111,10i 111_�',, 111 - ! I - 1, 11 4.ii, i 1 ;-Ai,,,-', - - 'J, !;�', � i�Y�1:1 I - I : i � I 11 '_ , , " I - �, �, I "I i , R A I 419 , . � - , 01 , ��;,- ­ 7) 1 - , �, �_ __ 1; F r w'1,"1"_" 'Ii,�, .. _ M 0 �� �"I��,,, � 11 � � 'L __� � , - I � , , ".-, i, - "', 7, ", , I �__1121 ­ �, "w ,_ ,__, " � _ __ __1 _ I 11 I k1livi - -1 : , - - , , � _ _ 7'-.:�_ -_7��-_-:= 1 � , - - - ,-,- __ I A 6 , , , , - , , , , - I - - I L , -1 , 4, � , , �� , _1� 'I, I _ - - I 111-i gi�-, , ,:4 ,� ,; - [_ - , , __ - 1�1 - I _- -I- - ,-,- � __ , ,� _�, __�_ , _�i,,, : i q_q"__ff:�__T___1 _v __ t "ne.-�', " un � ;�N, , L �� � , z- , A �"_ �' , - . � , ,-wt -,Rt�., " 11 , "., - __ I li , , ,-, -- ,- � . .... .. I � i'' , �L ,-0 , " - I /;� �,411 , I � , � __ I ,,, 11 .1 ;' , A�,- 11, � -) I , - , .,� .- ,- ", -i, � -� "', � I " , �� 1, ­­, - -� T , , , , - -,, -� 5 --- �­,,�� - ,,�----,.,� - -,� , I - I I - : � - �, -',ii� '_'� - �', , I . � �­, ar � - , - I ,�­,� L 9 1 1 a 1 2 i t 1� �, I RIK �twU ­ � _�__� : �;� I % � ! � " - ­� - 1 , ` ii� ,,�- �� , " - "' o,- -- ­ , _J1-111':_11'.` 11 ,", . , ,_ � � "--,-' , `� ,. - - " ,� �_ E.i��!,: ,, � , -,, � - t,.' �"-' -,-i-,,, , ­ I -�:":, - ,,�­ �Ii I " 1, I 11 .;j�--, - ��__�,,t,_,�, , - I - , - I ,, i� _`�-- f,� � 1, � .;,,, _­� , - -- - -, ''I " , ,,, ��_-_i, -, ", -,i�-, _,�,____.-1�&_,wi` __1 t f, �, , 7 . - ,,� � " � � K"", I 1� I i i:,A­ , 1�1, - "A �11\ : ., , , I ,,", ,� . �11: " STREET- , I - , -��_ , �., � , _ � " 1 ,�,141,1'1"1�1'111 "i - I �,, ", F " � __ _ go �, 6 I R" STREET ____ __________ ---- --11 = 1�1 __ ___ I _-_1--.__ ________,_ ( MILL CREEK PLAZA - - ' - - ___� I - ­ _____�i=_, I I I I i 'IS" STREET 1 1 . I I == =_=_-_:4 ==-- .q.- _­__ ------- I .----- . _-_-1 - _. 1. I_— � - � I - - , . % I I- "i -i " , '4"`�r - � " - I ­ - " - � I " ' ; :1 ­ "'�"�'j ;�'­­" "" ' 111, 111'6__�11 F � - - - __ _, ­­",._� , , �g.- , -, - - r '' - , > :, "I , nn , � , " "' _ _ ` ", �`0. _,"A' I 11 - _�"j_T _ . ,_,__ ,_ -j, , I ­� -, �"i"­"'­-", � - ", � - I 7,-.-,- I 'fl, I I.- � --�---- - I �11 I I I"! "I 1-7. - -11___j, r� , P,- -­ _� 11 � I—- I., r, , , ,� -,� .* � 1 2 " - _* I 1 A',�'R-'u'd _ _, 11 , , " ", . , - '� , " , I r ­ � � � � _ ',`,-_,_r,_ lil�,�, �,� %� i e"', , ,�!- , - r il ��, ­ , 11 "" - - �_�:," I % �� " 9'. "I �' . , ", _ It-, ;11_11 � -- _ - , , I , �, ,� , 11 - I ,_ , I— k r �11;. - % ; � qi� �1.1, �., ,� " , - - --�� R I , .___ , ,� ­_­ %­ 1 , ­ %, � _ , ,' , ill, I I , ... �_ - L III Tt �, �=t,� ,'w_qV'_1 ,� __ - 1. - % ii%:,�_ , � , , , "I"', � ­ '' , I , _ '_ i i , , , - 1 � g, �r�-i,, -,J", �_ � : ,� I ,� � �i I , � , I ,", ". � , 1- -- ,- I " - 1i � 11 � -,� �_i-�,%---- , , -, - - I . 'ZI ­� - - ,�7"""-`i,-�',, ,.,."" 4 1� � , t /, '-,,,�3,--'-,,,,,, , � - - -, , , i - : , 1 , , " - , �''�� ­�­ " g -:�,,�',­,� -----,i � L J :u- � I . , �- I - , , � 'I, 00 I , ­ I 1*�- � -1, , � x", �'� � ­�� Y� , ", f'��, ; � � !�:4_ ISCW�xi 11_�, , - ­ - ;_', _11,i� � I , , , , , i�,,!Yiii;- ':,�� ., , - . I'll ,,� , � . . � �i .��, . - A I;, 1�', f_ I -911 E", I ­ ­ ­-­ - --"- � - - �'�,Ij -1 'I " ,--'.-'-,, � , � , -1 , i� i�,N T, 1� - � , ­ r, Ix , , " - , , �5 -. � � , ,,, -A'� ,4-' � ,,� I I , , � , , 1, , " �, ,, - I ­-­� ,'' _j kN, ,_��, , ", , _� _ I " � �i"Iiel _`-I�c_i '. I - � , - -, , ­-��,,`�.:,,-`:_;��-- , � , , " � " , . 2 , , , .'' ,_ t � - ,.�",��_, P,,�,� n " , It , - -,,, -- --t",-, 5,-- -,, --,*"- -, - �:_11,, z "_'1,____ I -, I � - :',", " , - -, �"_ I I'- ___ J� - " ��_ - , - I - " : � _1� � _ " , ,_,A�, �, ,,, N,� � _��%� I -, , ._ -, - � - 1 , �,,,,, � _� , , " z , , I � , � , - , - r, , %,% � . - - "%T�: �,�,'j',- -%- - '' � �'. _ � , _ w , , _ �16 -1 _,C�r­ �1_ i�­ � , -v � J ,,�!�, ,,��, _�,'� 'A ,,% %,�� , , ­�`­ � __ ,4�� 11�' I , ,� � - _ _,;�_, 7 1 ,� " � - , a� L " � ","" " �_, % �, ,% , I , . 7 ,� ­ I I - I �PV�1111 - 7 - �-- -, , , "I ­, i�, - -- I , , ,. ­ _ - - - " , � �`, , I I -1111 :71zk,��-,,­ Z , i, Tl-� � 'i, -, L 11"___i_E'/ , :`,�. , 11" �G:�, *,��",.'11 " �,: , I I � , , " I ... i- �,_ __,__ _ ��', . � , _.,r,, 1, � I i �?`�,', 1 A�iil�'""­" ,�,,� � - � --,,, �_ ,� - r %1', " I I- - ,,, -- , �', , , 11. ,,, *,,."r ."�� " ­'ii-� 1� 1 �,'�� i � ��Ml` ,11-��,�,, �r '' -, � __ ��_,`�", F,!, -_ 1 , ,_ ,i,�;,�' , - " , W q ", , - ,,.: . ',_�ff 1'.;� "��',",_,* , ' ' ", , _� , ,;;�,-, � ,,, i, ., , - -, , � ,,,, S - " �' 0, % , " ­­ , _ -� -�' ` '�_ �6� " M'O"', � , t! ", tr 11 �`, ­ __ i",", I -, I., I ,;_ , 11 __ � z- -,--''.p 7 '', - , ,,, _ , i:, , , _` -, ­__­ - , T "--�j�, - , y'; �e�, � - - I- __ I 1* ,.,� _ _ _�, : _ I r,o-. 11 _- , _ _ , " ' " , " , I ii,�'; � � ,,, �--�-,- ��, 1,_,;,� p+ 1�i - - _�_ _ _,�� , ft !�% , - ",�",l,"', I ­ I M ' �: w -,I '- i, � �, " _ _ _ " I )';,,`_: _____ ' - - -, � I , lte� _7 . I I _ " - 2 I " -, ' _ , 1,ir, .. ,,,_r,� � " i,��"­ , ­ � � " � - , - -�-- -, ,, � , ­ " "" "'' �` . , I � ,,, ,�<,�,�r­ A- :, � , �,_" L - -1-10'Mil. 1, 11 I _- ­_ " - _,'­i�­,�� 4,�_ ,, ,I , ,:,,� 71� I , , I ,�o , _' ' "r I ' ', _w_� r, I r , '. , '­ 111, .tz I r,,,. - � �­ , % �'. , It - � - ­vk %""�,,��,, " " '- , - " - , ,,�"­,, 1-414 � I A '4 j,'._.,,-,-"5,,-,_ - � I , 1- " ,, -.-------------- �� , ., �_'�,"_'.__"'_ -,' ­_ - _.- � ," _­ _ 5p ­ _r , - "' "�ii�,�__�, �_ f,,�",-` ,-"-"--- -I-,-,,-- ­,", _", ­ WT �, ", 11 , " �""��__,�`_ A�'' `� _ : �7"��.-_ -1, _ r , ­ X I " _, 1-1 I , �` �11� �,, _ 711_1 ii, �_ - 11- , ' L;R - I - , ". , � il � ,", �� ,,,,,- , __"._� _",�':r,, . �:,,�_._Ii, � I , -­ - _��'i I I , ,� _, " , I ,­�,­,-, -. --- , " " 11 11 ,,, , , ,!T , � _ , - _,,,_� " � ��, .J",*4 11't /,� � 11 _,_ " ,­� , , i;,1.71',1_,_r1_1 __,,_i , _,'?,rIi_�'��__-_­:.- : , , ­­-­­� - ,,, " , - �_ _�_ � , " '' _ _ X I "7,,:L",-���,�"-"",""�,,��,�., - ­�� ­1� 1�:k-1451-11", I 11111-__ 11.111t, . .- " �, � ,� , ,",_ii �, ".1-11,111 � . ,� � ­�­ , _ __ - I 'I", � 14 F_111 , i' "' - : ' KM , 4 - �_ I _ ­_��­'­;�' 1'�� ,� - * _ � - , 4 �,,,, I - , _ " I ­ " , . - - , � - - . , " _ ,. - 1, - - - - _ I , i�l - � - ,_ _ _­ _ , _ , 1- 4 -"e ,,,, - -, �" �`­'ii" -,' �-. ��­ 7- " 1_-.., , ;11, % I . - j-- .1. - . . . -1 ___ , , , �_ - - - " ", i , v - - __ _�. - &.�m - 171'a - - I I I __1 "_ , _� M -N -�= %ii',­,,� r - - ..q. " _�,i- 's-, ,- � , - ` -- - -: 'k �,� I , - - ---I 'y -. _,'', " _� � '11.", 1� %, �V" ,�,�� 1%, . _.__ - / _.,_ _, - ,� _ , �i�.,. , '11_1---- _.� � M�, �! " A ­,�111�_�� - , ­� 4, ,�', 17- -1 -1 _4�_,__._'�_ j % � 11 �,,�,_ _ , _� , , _ " ­-, , ,­ -4?"! ., ­-, -��,� ", , -- , - T ,�� "�, � ,� � ,_,2%----- -- - - __, ,..,�,.,J� I 1� 111114 """ �_, I _ , , _. , , ., � ,;� 1. " "': - . 1, "l, ,,,A"_'-,' fz� , ," - , I �_, - . ,/ - ',, r, - - -1 - I - - , ,-,--"4. I " "W" b"l-'*�,z,;H-,� I Ir _71 -L" ,,� - " 1'�j I ,,, , � I,,- � ,1 ,- . % - - ­_ =-- - _," v x : I �_`, � , i ,� ­ ,kl-'3`11,��_!� �":."*71�11-,�11�_,'­, , I r-, -, T , ��,� ,�,;;''� """", ", 7- " � �, ii _.-kM_,,-,4 ,',� * 7, ""',!"' I -1 -, , I ,� �f j "', I 4- vs =1411kir ;_ � "_ -, � _ , , I" � � �4,� � �: ­ III � - -J , -1�i"r,1,, -6_1 -, _-�. - *_ � , �e - `V r 11 " - t ,��1:111, t" - �_11,1� 1), k's %111*01"_111_C`,;ii1' i _-,'_,�, �,Iw,_� 1,11� Ki -fr", ��",��', , 1, , � � �-� �, __ _, -ii- � -, - " - " , " t ,,, 11 - " __ � , " _ ,'�'r 7 � � �� - -- -,,,, _"i", ,,, ', .� � _ lzi�, � . .1 - � "?"T a �" ,,,, __Jr,�_:' - � , 4 I V7, r ,� , n . ,� � - 4. -, - � , " -, _�,, -W I J YT_ - _ _ - . �_ - OR ',% ...... . �, I I 11 , A, ", � 1% , . 111, Is I , A . - , . __ ' ' ' , / . - i 1. 1_� - /', � I I - I - ,�._ �� " fM-,'.'- " 1-1 . V= * .�� r � - �J,?,,�p' -.,--� -1 I I- jr, 2 ,� , "i " -, � - I . /� - ­_­i,.,�-*,17,�_�,, � ­-� �_ - , �_� - xel, _"g% � I'�, k � I ". , ", -71 , I V i;. _1 - - L _�I-� -�';',,%;f--_,--,,,,'-, - I 1, I - , 1, - 4w *rl� :,,__,_,_A. /r,'� / . 2z� . , -, '7 1 _ , - - �; '___�i , "' ­ - "", t -," I , ""'I I I , , - - , �- -, �, - I ' � � 2_11 g,,,_ ,� 1_�, ": �__, I J � i VM , � I a- __--�_ � . r r I ", I � - T'7_11' , f, �iili, � __ + -', N . I I , . I I I , I i , � � % 3 "' ,_,_",_,__,__,,­,f� �_ 77 ,�, r , , .1 I " - - - .- , �� � I ­ 7�� 7, ; r ­ �,� -, -1 I", , , , , , !;��', i,,�,,`��,;,� P_ , ", � I �, � -�--- - , I ,,�,, �i -1 I " �_ I ' � , I " , , - - k P, - 4,11 . I I ," � - - A I � 1 1 1-!:;,� ", ! I r,.' jr."'I", "�"",,i',11,�,�,,,� ,;_- -"", �,.,`�,�',`,: .,�,�,--""�"",."�.����"z', ��11_1 �']__,__11! llkti` _` _1 F., k � I I 1. _% _4 1� " - - , , , , , �"_' ' ".. ,lr,- , _ r ,� - L" , % " ,., I , 1011 - . - I , _:,� ,1f?,i,.­ - , ,; i- " , � , I ; - , ,r, - �, ,,-,'-, , ;I , _�' 1��"Qil _ , I I I I � � / , � , I - _,�i'!_, I - � , I .'� . � - � I 11 � _­ _�,__, , " _ ,,4p,4r - _=,;,'­�T, 4 , , , . I I - " 1. e , - . , , � '..,',-I, 11 0 � _', " , F�� �- - ­ ,,", I ,% � I i I I 1�1 . I � - � �� ", __ " " � -, I A / "', ,�., , , - � , " � i--- - 'I - " I , - � . - Jl`�ROLIWEIR -100 KEY M &P I ,,�f I,-,- !!"� � ,;�-A , __ - �� , "I , ,�, 11 - �1­ ') -, , , - -1 I _ _�� - ;j", , ", ­- - , '� - - L, I i / �­�__ _� , � � - 1 4 �, I �, ,v � , 7� " -A"', it, , � " " � �- -R. - , I 1, Z`i I ­, I , , - _ , ­ � I I - I I I I r, , -_ ­iIIIIIIIIIII ,� , - - - "-, ��___ - - - -, - r. , ,, ONE -- ----- � - ,� , ", - - t ., � � , 'I n *7., , ��_ ... � . ��", : ,,� "" , I I 11 q , ,_1_11 -7 - r ; _-, _"",�;__ �19 4 -ow 1 � "4* 1 �; �, I 111",,� �", - - I N&��=_"��'5'11__,. �- ,,�,-r"-",.�.!""",�-",',',,,'�rl,'�,,',.,',,�-,4,�i-,'��,--�t " 44', " � -- - ---�_,�- I I I %�, 00�--/ 1 = 200' , " --- � 1'� 11 9, 7v%**_,, I � � ell 1� I I , 4" C % _� � _'­�,��'�___,�',_,�L I �-�v i, � it I , 11 1- i- eiffi+11, �� ,", (a r, : - . "g, �', - I , -, - 11, I , " , - - , '�, �11'1� 'S _ �� . .1 , - �,, I'' � - -1 I 1� 1.k � I " 11 _11" - - .1 . I ' I _� ­ - - . - 4 ill I ", ��. I - % , � � " ����Lg,-,�---����,:,-�-��,-�,,,I�,,�� ,i�, k 1, " . I 't� i 1 -""- , _�4­ r-�__,­.�V -_�', �-& -, , ­�-," -_", I , , "" ,; , ", � , - , I ­ ,4-,4, 4k%**m, I 11 %_ , - i� �gl " � __ �-1-1,14",­ ,-,�.,- `__ - , �, /", ., � �. . � -, i r,-- , ,�,, t, "--. r�_�*ii - ­ t__. ,/� � i , i i 1i -1,11 "i __ _� T , , `­ , , i 4 :11 I i� , T I I � I � I � I I'll - "I ­-r-­w .- � I X�;�,_ - 11 � � � , ­!`­ � 'i 4 I , __ , --, -�-,,� -,,��,,�� --�,-� -t= itA IL ,-' # 1111 4' 1� 11 -A � ". , ,. I 1� 1� 11 � _ � -, i�� � Z,]; " �,^', -, % , x -_ u . �c � j 41 I.; - '_ , '*_-� 'K�� . , "im"I'*, ____4_,.,�_ , � , 11 j I _ `�Irtk _. � r ii� ,� - - ' - - ­�,., �gi� �. -1, g `1 �� �%_1111' %� I'- 11� . . , � il, k ._w I __ I . . . - % � I � ! 3 il $" 01, � - I I i i ." ! , i", , ­ � ; ,���Z,"�­ ­ I 'i �', , �i �!�,�, ,_ � , " " - I , I -----.--- . I SITE MAP IIIIIIIIIII[­ - _. SCALE: 1"=60' - i I ,,, 1�1 �� - "' _:II I 1, _��T_1-1 �� ,�. -, -1z, � , �._, _'-",Q%­g - I I'll. I- I - 1� , " �­_ - I , - � f��i - -,,�i: I , "��, �'i`�,�L - -­ �, , 77: _ ,,�,�, ... N �r ­ �_� '', . ..... __ , - '' I , __ Vp , " -0!4�� -v�� _! - - - � I . .--.=- I " - ,i,- 1 1, " -'i;, ._,� , , 7--- ­_ ­ 14-* - - � �� !, , �,* � , , I ii; �_ �_ � , I " - �� r i" _ I :-"-,�' ,,'�'�-'�- Ai�g_ �_ , - � ; - I 01 Mii�� - I I I � , � __ __ -� I 11 11 � � .... I .- ,­ , � �� , ,_ '", I ! 1_1�� 'I '111�1 �_,' , ,;�� � I ,1 1� I ­ _1 � _,1 , 1� : ,,,�_, ,� ! � f ,,�,�,-��:�:�. . , , � R_zl I � - - L , �- '__ �1� - - "� , - efft__A� " - -, � 1, ­­-, , ,_,,�,�:i, ".. � 0 -11,11, Al", � 7 _44 11-11 I ­",,", - ­ �,�g��-_ � 11 - , p*' x , '_;", `- I ,;,- � -,�', i,-,�� '�"'7,,,�.j� �"-,'­,, ` � , �111_ -,'�;`��i4l�7`,X ___1 - 1, � `,_�_, 0 1, - , I - 8 - _­ ''I , -1 " � - , I " '� - I ��­ I 'r'- -1 I I -'w -I,` �� , , - X_ _i ',,- ,_, 1-1 �� � :i " IM -1 --- i,-,,- K E L "',-, , 11 ! I � �, .11 ­ _ � ��� ��,­ / 11, __1`e_1,�i',: , 7w, . �� - wmlu �',­ 11-, ,", I"" _� , r11 I .1', - - , , 1� - - --1 ,� . �'_ ' . �, - _-, , - , "-T " L, 1!7 , I I I I ' ' �� , I - _0- - �, _- - i- P ");"R , ��".,-"�-.�',,'��""---,,�",-,�,','�,-,*�,"�*,,��-�- , , , -1-1111111" , , - 7 I ,__',�.",',i,-7� - � � '' , ­ - - DRAWING INDEX ,1 _1 -�, .-,,* ,'' - - 1- 'U."t ,�, --, ..). , , " j� ", �, I � 1, 1. - " '' -, 1, � I I I _1_1" '12�1 �, SHEET NO. PROJECT ELEMENT , DFkAWING TITLE - gi A �_ . ""i)- Al"., f,�,e,*,",� �Iitz, "p, " j S � 7 - �y �F' ____ T_ 1 TITLE 'CONSTRUCTION PLAN j� 11� - C_ 0 /<�, i�� `b ) , ,,, A, N4� __ - 1 q ---";,�- , P( �, � I ,� I - -I - Ar�_ " 11 --- - �� - "I I -SP-1 SITE PLAN � SITE PLAN . - - A . 14�:> f�.4 1�1 I I ,� . APPROVED BY: z , � . �,� � , I �_ � ., � I - I ,^,_J, ,i ,,tr�­ / 11 ", - I 1_1 I am �--- , GP -1 GRADING �GRADING PLAN & PROFILE �_, � - I �1. 1 101 i 'GRADING // Mill I ^ �. GP -2 GRADING PLAN DETAILS AND NOTES ".11" /11�` . - I k � � , , I I I I I I I= I � 1 3 GP -3 GRADING :GRADIN*G SECTIONS 1 1 , , : I - -4 'GRADING � GRADING SECTIONS 2 IIIIIIIIIIIIIII I I u V IGP `7 � 2.,�, I 0 "I � I I I I ISDA STORM DRAIN STORM PLAN -PROFILE . 23 akers e Cd Lu - I I . I . Life as it should be. RAUL ROJAS M) L � � I . I I DATE I 1z;;z: I � � � I � ST -1 :STRUCTURES ,WEIR DETAILED PLAN - � - L I � PUBLIC WORKS DIRECTOR . I I I . � . 0 �. 411� Al � " .. , .. I . 0 I . 76 '. /,N_�', , - 11 - � ST -2 STRUCTURES - WEIR ELEVATIONS & SE - � ;.. . I I - - I - I - CTIONS . . � .*. , - --- -_ _______j Im I I I � I 1. . . - ­ �� � ST -3 STRUCTURES WEIR TRANSITION APRON SUBMITTED BY: . . I 1z, I,. APPROVED BY: -, I, . - -- , � I . rb '', "I APPROVAL RECOMMENDED. L , - � , , �ST-4 STRUCTURES 'WEIR INTAKE DETAILS * t* . * 1, I ST -5 STRUCTURES - PEDESTRIAN-VEHICLE'13 RIDGE ' I - 8.1a 'Ll 11 hd' , I TAILS I I I p -) cc � � I I I PTI I , � . ". ST -6 STRUCTURES I PERIMETER WALL DE � . . 11 . .1. 040;��2;rzot I'- Su� g. IV' 10 PC_1 1� I -_ Ad -"-49 --- h. 1.8 og : I 'PRECAST I PRECAST WEIR PANEL PLANS FLORN CORE I BRAD UNDERWOOD DAtE IL I - - I I I I I - � i PC -2 I PRECAST I PRECAST PANELS I I I - 4.�4� I I 16 - 4. d a WATER RESOURCES DEPARTMENT DATE ASSISTANT PUBLIC WORKS DIRECTOR . I I I - I � ' I PC -3 PRECAST .PRECAST PANELS REBAR PLACEMENT I 5CHARD MEYER, R.C. E. 281 0 DATE . cc I I , � PC -4 PRECAST i PRECAST PANELS MISC. DETAILS - I I 49 ; . I I I 11 � - "Mmt;�a __ 14:::,,/1=1/,/4:::;�:�5 w ' __ L � MT -1 METAL WEIR BARSCREEN & WALKWAY PLAN q : ARNOLD RAMMINQ--..k DATE Z - I I . I I MT -2 "METAL BARSCREEN SUPPORTS. . � I � CIVIL ENGINEER IV, DESIGN ENGINEERING � I I : MT -3 METAL I METAL DETAILS I oil' 11 I I I � MT -4 METAL � WALKWAY SUPPORTS I- I I File Name: COB08001TS1.DWG .3-)l 6 Ito - . - w__ ___� __,- IMT -5 I METAL �BARSCREEN DETAILS CITY PROJECT NO: P6K1 17 DATE lu I MT -6 METAL MEIR PLATE DETAILS RECORD DRAWING CERTIFICATION TRAFFIC ENGINEER Di I � I - I 11 - __ - ___ - - , - 1:WG-1 'WEIR GATES z SLIDE GATES - OVERALL PLAN . --- cc o I I � I �WG-2 WEIR GATES � SLIDE- GATE DETAILS Meyer. CITY OF. BAKERSFIELD u� 0 , ' -_ I ILWG-3 WEIR GATES � SLIDE GATE DETAILS ECivil Enaine ring Inc NAII I r.PF=PV I Ir\Ir-_AM DADV DW r,A I I I _j 41i �_, I I 1. r p . I . ur ,'� ,,­,,�� _� - I iAE-1 AERA ' 'ILS I � - A-A_4_%1%A-A i , ".",- -x'l wi I I I TORS - AERATOR DETA - I I 1 1 0 S. Montclair St., Ste. 104, Bakersfield, CA 93309 ,-`� k, , I I - 11 I r, � I . __ __ . __ I - - � . I � I __ hone 661-836-9834 FAX 661-836-9761 CONSTRUCTION PLANS - CANAL FACILITIES SHEETS I i , I/, - � - �. . I PRINT DATE: 10-3-08 � I - I I 1, I I r I -1 I I", I I I �­-' ,,, - , '­. �' I r , I . . I ,�', I . ,_� "I . I I , 11 I I I 11 I I ­ I , *, 41 -1 1- - � / I I I I , �� - - - - - , , I---- , "I I/ - I __ ___ ___ I I I I "�, " , - I � �1 ___ ___ - , _ - __ - - __ I_ �� I - � �/ - - - 1. � -1 ­_ __ � ­ - __ - - " - 11 - __ 1- ­ � --'-' __ ­ - I— __­_ I I -11 -11 - - - - -, - I I I-- ". ".. ­, - ­_ - � -, - - I - I 1 -7,-� - I I - I : /__� - I -1 - - - , ­ � / 2 L E G E N D I 1 I 1 1 1 I r 1 1 ITEMS OF CONSTRUCTION TOPOGRAPHY PERIMETER WALL ; I z ------- 1----- I ry5 PROPOSED FINISHED GRADE @ FOUND MONUMENT AS DESCRIBED --u EXISTING STREET LIGHT I I I , I F z -- _ r I _ a _ -xo- ° ____ ABBREVIATIONS: -O- EXISTING POWER POLE - WATERWAY PERIMETER - - BC = BEGIN CURVE O EXISTING STREET LIGHT PULL BOX j. BW=BACK OF WALK E— EXISTING DOWN GUY -- ------------------------------ CB = CATCH ABSIN ©O EXISTING CABLE T.V. VAULT ]�_ --------------- - 0---------- ----=- -------------------- ------------------------------ -- EXISTING ELECTRICAL METER ------------------------------------------------------------------------------------ ----------------- ------------------- DECORATIVE RIVER ---------=-- -- r K C/L =CENTERLINE BOULDER GROUPING, DWS =DESIGN WATER SURFACE ------ TYPICAL ELEV, EL =ELEVATION R� EXISTING TRAFFIC SIGNYI 0 EXISTING TREE, DECIDUOUS, TOP OF CHANNEL i 1 e doo o EC = END CURVE �� EVERGREEN, PALM, SHRUB EP =EDGE OF PAVEMENT I z SLOPE RATE AT EXIST = EXISITNG � EXISTING STREET NAME SIGN HORIZONTAL TO VERTICAL v ,t LOW WATER CHANNEL AND FC = FINSIHED CONCRETE R 3g9SURVEY ELEVATION _ 18TH STREET I o « _ SIDESLOPES FG = FINISHED GRADE FL = FLOWLINE ® EXISTING IRRIGATION VALVE OR RISER S EXISTING SEWER LINE r TOE OF CHANNEL-__,XCONSTRUCT SEWER PER CITY GB =GRADE BREAK O EXISTING IRRIGATION STANDPIPE - - D EXISTING STORM DRAIN LINE I PEDETRIAN PLAZA S STANDARDS INV = INVERT M= MATCH 6 W i D REFER TO MILL CREEK Q CONSTRUCT SEWER MANHOLE MH =MANHOLE D4 EXISTING WATER VALVE EXISTING WATER LINE Oe° ... 0.O PHASE 5B PLANS TYPE "A" PER C.O.B. STD. S-7. RG = ROUGH GRADE EXISTING FIRE HYDRANT T EXISTING TELEPHONE LINE j SD -STORM DRAIN 1 © CONSTRUCT SEWER CLEANOUT SG -SUB GRADE EXISTING WATER METER EXISTING GAS LINE----- --- ---------- -- ---- --7 -- -- - �� - - --T- ------------- --- -------------- ----- --- - - -- --- ------ ---------- ----------- --------------- ---- --- PER - ------ ------------------------------------ C.O.B. STD. S-20. -\/�- --- - -- - -- - -- - - -------------------------- STA=STATION EXISTING HOSE BIB U EXISTING UTILITY TRENCH --------�-- - ����-=-------------------- 1 ° ° v ° ____\ ___' ---------------- PER __ _ _ _ __-__ --D-- CONSTRUCT STORM DRAIN TC =TOP OF CURB - - - -� TOS = TOP OF SLOPE v 7 PER CITY STANDARDS EXISTING WHARF HYDRANT - - -�� - -IZZ - �- - EXISTING EDGE OF PAVEMENT -I r-------------------- ---------------------------------- =' -- --- ° TW=TOP OF WALL7 I I o o /o I ------ :-------------------- �— �7— ® CONSTRUCT STORM DRAIN W =SIDEWALK (� EXISTING BLOW -OFF ASSEMBLY X X EXISTING CHAIN LINK FENCE ; ; 1 I , o I I MANHOLE TYPE "A" PER C.O.B. STD. S-7. V EXISTING SEWER MANHOLEFENCE CONSTRUCT CATCH BASIN EXISTING BARB WIRE ._._.__.._-.._ ___. -__._ -. _ . _.._ . _._,. _ _------ TYPE "---to ro TYPE "A" PER C.O.B. STD. S-12. INFORMATIONAL ITEMS (NOTA EXISTING SEWER CLEANOUT -------------- O """--EXISTING GROUND CONTOUR I I 1 01 f- STATION IN 100 FEET PART OF THIS CONSTRACT) 0 EXISTING STORM DRAIN MANHOLE 281 r __ LIP ( .-- -� I I I -O I CANAL RAILING EXISTING GAS VALVE _ _ CENTERLINE OF - EXISTING CURB AND GUTTER CONSTRUCTION FLOWLINE I i PROPOSED FENCE P/LEXISTING PIPELINE MARKER ----------__ 1 SECTION DESIGNATION: - " - - - - EXISTING PROPERTY LINE I -I DECORATIVE PAVING ABBREVIATIONS I I 1 1� I o i SECTION LETTER�,�\, / EXISTING TELEPHONE PEDESTAL I i ® EXISTING TELEPHONE VAULT j ' ; i AERATOR I / p ° END CANAL WORK EP EDGE OF PAVEMENT I I , r - - - - - PARK BENCH MATCH T PHASE5B (2 EXISTING TRASH CANS i �, I i I , / TC TOP OF CURB 1 I 2 I I / ; ""'', o EXISTING DRAIN PIPES CONSTRUCTION I ; FL FLOWLINE I I Di SHEET WHERE SECTION IS SHOWN � - PROPOSED TREES �- EXISTING STREET LIGHTS CL CENTERLINE PROPOSED EXISTING WATER FOUNTAIN ELEV ELEVATION DETAIL DESIGNATION: TRAFFIC SIGNAL FC FINISH CONCRETE EXISTING No. 5 PULL BOX DETAIL LETTER PROPOSED LIGHT A STANDARD ® EXISTING TRAFFIC SIGNAL CONTROLLER LIGHTED BOLLARD EXISTING MAST ARM TRAFFIC SIGNAL I ; ; i �� I REGhADE CANAL AND I / °°°°° ,� ! I CANAL R/W AREA $s8�%moo DETECTABLE WARNING ; ' i CONSTRWCT / / ° ° ° �� SHEET WHERE DETAIL IS SHOWN STRIP �'_TRAFFIC SIGNAL PERIIVI�T�R WALL 11 i I 1 STREETLIGH __..___'_.;_..____-____-_ _.-__ _ ._._ ....._._.___.__..u._ � 03 WATER FOUNTAIN PEDESTRIAN HEAD __._.... O TRASH RECEPTACLE I NOTES r 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 3. CONTRACTOR TO MAINTAIN TRAFFIC SIGNALS DURING CONSTRUCTION AND REPAIR ALL DAMAGED LOOPS IN ACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS AND STANDARDS. 4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS AND AS REVEALED BY THE USA LOCATORS PRIOR TO EXCAVATION OPERATION. CONTRACTOR SHALL VERIFY VERTICAL CLEARANCE BASED ON THE FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE FACILITIES MAY BE REVISED IF NECESSARY PRIOR TO CONSTRUCTION. 1 I -x — ----- ---------------------------� -- -- ,-_ --- - -----------------3-_j----------!--------L 6" SEWER OH —S� OH— 1 -�- OH — OH _0H , -- = = =�1�� - IT-- _ -- -- 1 4" AC / ^---52- f It I 1 IM:> ., ��i- - ,. T---------------------^ / r----=-------------------r- C1`r I' ' SIDEWALK, LIGHTING, LANDSCAPING ' / / G"/I AND PARK ACCESSORIES ARE NOT ' I' PO o , PART OF THISICONTRACT I / , 1 1 W , `�.I / I i.LLJ Y yl lCC-i o I w 01) I I 1 I o ' CONSTRUCT! PERIMETER TALL I I MILL H WITH I WHEEL I i 1 I o _ _ �'----------�_'_ - L-- -- (-- D -- 0 -- D— i i - ---- -- -- - -- --- ❑ it �.1 \ 1 ; L -'----------------------------------------------------,----------'-------------------------------- `----------'------------- - 1� 1 - I , EF] , 1!—�I ! '-- -------- ------ f O r <tdw--------- - - - -v - - -- - -- - -- - -- -- - - - / F NEW PARKING AREA 1 N NOT A PART OF THIS CONTRACT FSMALL OUNTA 17TH STREET ; IN - - - - - - - }-- - - - - - - - - - - - - INTE ACTT: 1 r v l_ s f i ° Q / r, ------ ------- u,r OU I 001 TV 'I N f G ---' -- -- — ° -� -- - - - I -- - PG&E VAULT ------ ` - - - --- -- --- I LIJ lij pc 1 a== I I '`' ; ° X = CONSTRUCT WEIR STRUCTURE I Cn ' CONSTRUCT 32'x8'x 26.5' PRECAST ARCH BRIDGE , --------------------------- I o II r I Sq -- - - - - I p,` SCALE: 1" — 30' 1 I PLAN - MILL CRFFK PHAgF .R,4 /A _ _ -- 0 15 30 60 PM: RDM Drawn By: RDM AutoCAD File: COB08002SP1 File No: COB08002 Date: 10-3-08 Rev. No. Date 120 Meyer - ECivil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 Revision Description Approved By 10 11 12 T 14 1401: M04 _ a ? a -hos Life as It Richard D. Meyer RCE 28104 Date 10 17 18 19 Mill C kers'�7etrdz should Ise. i r'I I"UNIVIAL_ FOUNTAIN MILL CREEK PLAZA NOT A PART OF THIS CONTRACT Q3pE3 l I� 1 �1 . I ------ I ----------, 11 1 1 1 I I lidNu'd f,17 :!iiljii�N�h.Jii�.A.'w..••�rl��J I _ . • I . _��.�,�.:-�I�'�,�_-����f.w.l���,�l►r�.l���;- '�- �i�it°`� �;i�.; �I: IWNW*-�'\ • r--, . iii � I�i�'�il .li' ��_ ��.� �®� -., �� I r .CJI 1 1 ��Il�����JI��)!=�`�.I ■■G■■■■■■C■■■■■■■■■■■■■i-■■.�■■■_�m■■■��•� - SII_1 rll� ,�`f�� �[•��1�-1,>��;: -,� ass `� � �� � i■ 1 I <)ll +fl■■■■■■■■■■■■■■■■■�/Sv r;�■■■■■■■■■■■■■■■rI�el �/O�■Ii0 �t�l��. � � ► / ( I� :....■■.■■■■■■■■■.HURN I ON c:et,. I q ii CT Ell �, ' • I !r' 1 I I r, '+ INS _�I��_1�10������1--�.-ii�-��h�i�_I'���'�i�����'�E �.,�'-� �r: �iz�►�_.... �� ;�p �ipi �i■Tiii t��l�i6`id�`��;I�Y�1�C� �1�� sf I'�. II �'_L�"•.� 1651'-.i. I � � � �........�I �' Isl•�, .�I I. �RR�`�Ly���I; ' r,s( (rsLr J I)Ij''' ���I®I �iC�I:���i �__' Liw%i.:Y�Jri��c�a��*�I,�l'I� WIAN , ,�ti,�• ����..��..�♦.�. I"UNIVIAL_ FOUNTAIN MILL CREEK PLAZA NOT A PART OF THIS CONTRACT CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A SITE PLAN 5A SHEET NO. Q3pE3 l I� 1 �1 . I ------ I ----------, 11 1 1 1 I I UJ ,1 LLl 1 1 I I I I ' U) r 1 1 1 I CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A SITE PLAN 5A SHEET NO. Q3pE3 l OF 4. CANAL RW PROTECTIVE RAILING VARIES 0' MIN. PED. PATIM VARIES e THICK CONCRETE WALKS GROUT ROCK EXCAVATE TO WALL FACE AFTER WALL IS COMPLETED CANAL SECTION F r EXISTING CANAL SECTION EXISTING CANAL SECTION TEMPORARY GRADE LINE TO ALLOW FOR WALL CONSTRUCTION IN TRENCH - EXISTING GROUND AND CANAL SECTION PLACE BOULDER GROUPS PER PLAN AND AS DIRECTED BY CITY 7.50' 15' OC -1- 00 IN 1.5 .01 > T- 1., --00 f" SOIL CEMENT LIMITS REMOVE ALL EXISTING RUBBLE AND INSURE MINIMUM SOIL CEMENT THICKNESS OF 9" TYPICAL SECTION Scale: 1"=8' POUR IN PLACE - CONCRETE FLOOR PLACED UND R D1IhTO tdT1ON CANAL RW OF CITY r EXISTING CANAL SECTION EXISTING CANAL SECTION TEMPORARY GRADE LINE TO ALLOW FOR WALL CONSTRUCTION IN TRENCH - EXISTING GROUND AND CANAL SECTION PLACE BOULDER GROUPS PER PLAN AND AS DIRECTED BY CITY 7.50' 15' OC -1- 00 IN 1.5 .01 > T- 1., --00 f" SOIL CEMENT LIMITS REMOVE ALL EXISTING RUBBLE AND INSURE MINIMUM SOIL CEMENT THICKNESS OF 9" TYPICAL SECTION Scale: 1"=8' POUR IN PLACE - CONCRETE FLOOR SOIL CEMENT LINER, SEE SPECIFICA11ON THIS SHEET A GP -2 OP OF EXISTING OR NEW HEADWALL SHOTCRETE CONSTRUCTED WALLS FINISHED SUBGRADE PRIOR TO SHOTCRETE PLACEMENT 17-7-77777 7, 7777 7 8' BENCH 2' OVEREXCAVATION 8' BENCH TYPICAL TYPICAL ��_OVEREXCAVATE EXISITNG CANAL AND BACKFILL AT 95% COMPACTION TRIM TO STRUCTURE SUBGRADE LINES SECTION - TYPCIAL TRANSITON B WITH VERTICAL WALL GP -2 Scale: 1"=8' TOP OF EXISTING OR NEW HEADWALL POUR IN PLACE CONCRETE FLOOR SHOTCRETE CONSTRUCTED WALLS fi'''r'' �' ��,1� I � � � 1. ;!';��;`��r` •` -- - -- - 8' BENCH TYPICAL SECTION - TYPCIAL TRANSITON ALL SLOPING WALLS Scale: 1"=8' Q�P� FINISHED SUBGRADE AFTER WALL EXTENSION IS COMPLETED F 19 '19 A 1.5TEMPORARY SUBGRADE TO 1 ALLOW CONSTRUC11ON LOWER y f J PORTION OF WALL EXCAVATE TO WALL FACE AFTER WALL IS COMPLETED SECTION - OVER 4' WALLS Scale: 1"=8' 8' BENCH TYPICAL OVEREXCAVATE EXISITNG CANAL AND CTRT5SBGRDELINNTRIMT STRUCTURE SOIL CEMENT POND LINING METHOD 1 1. Excavate to lines shown on the grading plan minus the subgrade thickness of 9" J 2. Neatly grade the subgrade so that depth of section can be assured. 3. Develop an onsite plane table for stockpiling and mixing of soil and Portland cement matrix. 4. Spread Type II Portland Cement at a rate of 11.5 pounds per cubic foot of stockpiled material (10% by dry weight of 115 PCF soil). 5. Roto -till, pug mill or by other means thoroughly mix the cement into the soil to create a homogenous mixture. 6. Place mixture in uniform lift over canal bottom and sideslopes. 7. Grade, roll and compact the soil cement matrix to finished grade as called on the grading plan. Roller is to be smooth faced and vibratory. Minimum compaction requirement is 92% per ASTM D1557. 8. Trim side slopes with grader mounted slope blade or grade -all. Remove or roll down any loose material. 9. Water soil cement matrix in multiple light waterings to prevent runoff or erosion. Total applied water shall be 3.6 pounds per square foot (water to cement ratio of 0.55). Adjustment of water may be necessary pending determination of in-situ moisture. METHOD 2 1. Excavate to lines shown on the grading plan. 2. Vertically rip the pond bottom and side slopes to a depth of 9 inches or 0.75 feet. 3. Bidirectional disk -plow the top 9 inches until the soils are completely broken up and homogeneous. 4. Spread Type II Portland Cement at a rate of 8.6 pounds per square foot of finished surface (10% by dry weight of 115 PCF soil). 5. Roto -till, pug mill or by other means thoroughly mix the cement into the soil to create a homogenous mixture. 6. Grade, roll and compact the soil cement matrix to finished grade as called on the grading plan. Roller is to be smooth faced and vibratory. Minimum compaction requirement is 92% per ASTM D1557. 7. Trim side slopes with grader mounted slope blade or grade -all. Remove or roll down any loose material. 8. Water soil cement matrix in multiple light waterings to prevent runoff or erosion. Total applied water shall be 3.6 pounds per square foot (water to cement ratio of 0.55). Adjustment of water may be necessary pending determination of in-situ moisture. 3 14 75 i6 i7 T ?9 - J\ 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO, CALIFORNIA BUILDING CODE v 2007 EDITION, CHAPTER 15.12.080 APPENDIX 33 - "EXCAVATION AND GRADING." o 0 A 2. SOILS ENGINEER, DESIGN ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED 24 HOURS PRIOR TO PLACING OF ANY MATERIAL. 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF THE SUBGRADE TO -0.10 AND +0.00 FOOT. IF THE SUBGRADE SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THISOD111 GRADING AT NO COST TO THE OWNER.N 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON MAP. °2 co 6. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA it DEPARTMENT OF TRANSPORTATION DATED MAY 2006; INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU (j o OF SUCH CONFLICTING PORTIONS. CP L co co OP 7. USE ALL MEANS POSSIBLE TO PROTECT CURBS, STRUCTURES, LANDSCAPING AND OTHER OBJECTS WHICH ARE TO REMAIN. � U •i` � co 8. THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATION TO PREVENT THE OCCURRENCE OF A DUST NUISANCE. A DUST CONTROL PLAN SHALL BE FILLED WITH THE SAN JOAQUIN AIR POLLUTION CONTROL DISTRICT. 2 u- 9. MATCHING CUT SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. m W o 10. MATCHING FILL SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. '- •5; U) U co 11. THE SOILS ENGINEER SHALL INSPECT AND APPROVE ALL EXCAVATIONS PRIOR TO BACK FILLING. �; co C/) 00 rn 12. THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION W 6 m STABILITY SO THEY MIGHT BE TREATED UNDER HIS DIRECTION. ° °D T o (p 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE APART HEREOF IN THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. DATED SEPTEMBER 17, 2008, FILE NO, 08-12642. ALL RECOMMENDATIONS AND SPECIFICATIONS ARE PROVIDED C) 0 0 0 WITHIN THIS REPORT AND SHALL BE FOLLOWED CONCISELY UNLESS OTHERWISE NOTED ON THESE PLANS. a 14. DURING GRADING OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES TWICE DAILY TO MITIGATE THE IMPACT OF DUST AND PM 10 EMISSIONS. SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE $ FREQUENCY OF SPRAYING DEPENDENT ON THE WEATHER CONDITIONS. r Q 15. SHOULD ANY CULTURAL MATERIALS OR ARTIFACTS SUCH AS, BUT NOT LIMITED TO, ARROWHEADS, BEADS, OR TOOLS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL WORK WITHIN 200 FEET OF THE FIND SHALL BE HALTED UNTIL A QUALIFIED ARCHAEOLOGIST AND TRIBAL CULTURAL RESOURCES CONSULTANT ARE PRESENT TO REVIEW THE FINDS AND PROVIDE WRITTEN RECOMMENDATIONS TO MITIGATE IMPACTS. PRIOR TO RESUMPTION OF SITE DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED AGENT SHALL SPECIFY, IN WRITING, THE STEPS THAT WILL BE TAKEN a TO MITIGATE IMPACTS AND THE TIMING OF THOSE ACTIVITIES TO ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, AND THE PLANNING DIRECTOR. 0 WORK SHALL NOT BE RESUMED IN THE AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY THE ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, OR Q PLANNING DIRECTOR. Q 16. SHOULD ANY HUMAN REMAINS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL SUCH WORK SHALL BE HALTED ON THE ENTIRE PROJECT SITE AND THE COUNTY CORONER SHALL BE CONTACTED TO ASSESS THE FINDS AND PROVIDE RECOMMENDATIONS, PRIOR TO RESUMPTION OF WORK, IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN SECTION 7050.5 OF THE HEALTH AND SAFETY CODE AND SECTION 5097.98 OF THE i PUBLIC RESOURCES CODE. SHOULD THE COUNTY CORONER CONCLUDE THAT THE FIND COULD POTENTIALLY INCLUDE NATIVE AMERICAN REMAINS OR I RESOURCES, THE APPLICABLE TRIBAL CULTURAL CONSULTANT SHALL BE CONTACTED AND PERMITTED TO ASSESS THE FINDS. RECOMMENDATIONS ! SHALL BE IN WRITING, PROVIDED TO THE PLANNING DIRECTOR, AND NO WORK SHALL BE RESUMED ON THE SUBJECT PARCEL UNTIL AUTHORIZED BY THE COUNTY CORONER AND PLANNING DIRECTOR. 1 0 17. ALL USED OIL (AS DEFINED IN SECTION 25250.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE) SHALL BE DISPOSED OF !N ACCORDANCE WITH ALL 19 z LOCAL, STATE, AND FEDERAL REGULATIONS FOLLOWING CONSULTATION WITH THE KERN COUNTY ENVIRONMENTAL HEALTH SERVICES ! DEPARTMENT/HAZARDOUS MATERIALS SECTION, STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, AND THE ENVIRONMENTAL PROTECTION ai a a AGENCY. ALL USED OIL AND OTHER WASTES SHALL BE TRANSPORTED BY A REGISTERED WASTE HAULER. > m ir 0 0 0 mU) a Zo C? 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN !COo � o EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S a a a 0 `_ op ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. L _ U 19. IN ORDER TO COMPLY WITH NPDES REQUIREMENTS, THE CONTRACTOR SHALL FURNISH A STORM WATER POLLUTION PREVENTION PLAN, W HEREAFTER REFERRED TO AS A "SWPPP." THE CONTRACTOR SHALL FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES BOARD I- (SWRCB). THE CONTRACTOR SHALL BE CONTINUOUSLY RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AND STORM WATER POLLUTION ~ O PREVENTION THROUGHOUT THE CONTRACT PERIOD. THE SWPPP SHALL INCLUDE BEST MANAGEMENT PRACTICES, A COPY OF THE NOTICE OF INTENT, W z VICINITY MAPS, WATER POLLUTION CONTROL DRAWINGS, COMPUTATIONS FOR RUNOFF COEFFICIENTS, MAINTENANCE, INSPECTION AND REPAIR 0 LU -3 C PROGRAM, LIST OF SUBCONTRACTORS AND INSPECTION REPORT FORMS, SPILL PREVENTION AND CONTROL, VEHICLE AND EQUIPMENT FUELING AND O MAINTENANCE, EROSION AND SEDIMENT SOURCE CONTROLS AND ANY OTHER ITEMS AS NECESSARY. THE FOLLOWING BEST MANAGEMENT PRACTICES U (BMP) SHALL BE INCLUDED: LL -J IN ACCORDANCE WITH CALTRANS: SC -7 STREET SWEEPING AND VACUUMING, SC -8 SAND BAG BARRIER, SC -10 STORM GRT INLET PROTECTION, WE -1 W Cc F<- WIND EROSION CONTROL, TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT (WHERE APPLICABLE), NS -1 WATER CONSERVATION PRACTICE, NS -3 PAVING Y Q WW AND GRINDING OPERATING, WM-3 STOCKPILE MANAGEMENT, WM-4 SPILL PREVENTION AND CONTROL. Q 0- m Cc z LL WQ O z I F -D 0- - � Wz 0 U <C J e, J �V SHEET NO. OF 5 2 2i 232 23 24 25 26 27 A 29 3Q f , -h PLACED UND R D1IhTO tdT1ON CANAL RW OF CITY 7.50' VARIES 10' MIN PEDESTRIAN PATH VARIES 40100',�-.- i F� -2%- -- -- - -_ -- .3g) 117; %''"C ROUGH GRADING UNE PER THIS so CONTRACT S 12' WIDE X 4' HIGH CAST IN ' \ PLACE PERIMETER WALL SOIL CEMENT LINER, SEE SPECIFICA11ON THIS SHEET A GP -2 OP OF EXISTING OR NEW HEADWALL SHOTCRETE CONSTRUCTED WALLS FINISHED SUBGRADE PRIOR TO SHOTCRETE PLACEMENT 17-7-77777 7, 7777 7 8' BENCH 2' OVEREXCAVATION 8' BENCH TYPICAL TYPICAL ��_OVEREXCAVATE EXISITNG CANAL AND BACKFILL AT 95% COMPACTION TRIM TO STRUCTURE SUBGRADE LINES SECTION - TYPCIAL TRANSITON B WITH VERTICAL WALL GP -2 Scale: 1"=8' TOP OF EXISTING OR NEW HEADWALL POUR IN PLACE CONCRETE FLOOR SHOTCRETE CONSTRUCTED WALLS fi'''r'' �' ��,1� I � � � 1. ;!';��;`��r` •` -- - -- - 8' BENCH TYPICAL SECTION - TYPCIAL TRANSITON ALL SLOPING WALLS Scale: 1"=8' Q�P� FINISHED SUBGRADE AFTER WALL EXTENSION IS COMPLETED F 19 '19 A 1.5TEMPORARY SUBGRADE TO 1 ALLOW CONSTRUC11ON LOWER y f J PORTION OF WALL EXCAVATE TO WALL FACE AFTER WALL IS COMPLETED SECTION - OVER 4' WALLS Scale: 1"=8' 8' BENCH TYPICAL OVEREXCAVATE EXISITNG CANAL AND CTRT5SBGRDELINNTRIMT STRUCTURE SOIL CEMENT POND LINING METHOD 1 1. Excavate to lines shown on the grading plan minus the subgrade thickness of 9" J 2. Neatly grade the subgrade so that depth of section can be assured. 3. Develop an onsite plane table for stockpiling and mixing of soil and Portland cement matrix. 4. Spread Type II Portland Cement at a rate of 11.5 pounds per cubic foot of stockpiled material (10% by dry weight of 115 PCF soil). 5. Roto -till, pug mill or by other means thoroughly mix the cement into the soil to create a homogenous mixture. 6. Place mixture in uniform lift over canal bottom and sideslopes. 7. Grade, roll and compact the soil cement matrix to finished grade as called on the grading plan. Roller is to be smooth faced and vibratory. Minimum compaction requirement is 92% per ASTM D1557. 8. Trim side slopes with grader mounted slope blade or grade -all. Remove or roll down any loose material. 9. Water soil cement matrix in multiple light waterings to prevent runoff or erosion. Total applied water shall be 3.6 pounds per square foot (water to cement ratio of 0.55). Adjustment of water may be necessary pending determination of in-situ moisture. METHOD 2 1. Excavate to lines shown on the grading plan. 2. Vertically rip the pond bottom and side slopes to a depth of 9 inches or 0.75 feet. 3. Bidirectional disk -plow the top 9 inches until the soils are completely broken up and homogeneous. 4. Spread Type II Portland Cement at a rate of 8.6 pounds per square foot of finished surface (10% by dry weight of 115 PCF soil). 5. Roto -till, pug mill or by other means thoroughly mix the cement into the soil to create a homogenous mixture. 6. Grade, roll and compact the soil cement matrix to finished grade as called on the grading plan. Roller is to be smooth faced and vibratory. Minimum compaction requirement is 92% per ASTM D1557. 7. Trim side slopes with grader mounted slope blade or grade -all. Remove or roll down any loose material. 8. Water soil cement matrix in multiple light waterings to prevent runoff or erosion. Total applied water shall be 3.6 pounds per square foot (water to cement ratio of 0.55). Adjustment of water may be necessary pending determination of in-situ moisture. 3 14 75 i6 i7 T ?9 - J\ 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO, CALIFORNIA BUILDING CODE v 2007 EDITION, CHAPTER 15.12.080 APPENDIX 33 - "EXCAVATION AND GRADING." o 0 A 2. SOILS ENGINEER, DESIGN ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED 24 HOURS PRIOR TO PLACING OF ANY MATERIAL. 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF THE SUBGRADE TO -0.10 AND +0.00 FOOT. IF THE SUBGRADE SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THISOD111 GRADING AT NO COST TO THE OWNER.N 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON MAP. °2 co 6. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA it DEPARTMENT OF TRANSPORTATION DATED MAY 2006; INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU (j o OF SUCH CONFLICTING PORTIONS. CP L co co OP 7. USE ALL MEANS POSSIBLE TO PROTECT CURBS, STRUCTURES, LANDSCAPING AND OTHER OBJECTS WHICH ARE TO REMAIN. � U •i` � co 8. THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATION TO PREVENT THE OCCURRENCE OF A DUST NUISANCE. A DUST CONTROL PLAN SHALL BE FILLED WITH THE SAN JOAQUIN AIR POLLUTION CONTROL DISTRICT. 2 u- 9. MATCHING CUT SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. m W o 10. MATCHING FILL SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. '- •5; U) U co 11. THE SOILS ENGINEER SHALL INSPECT AND APPROVE ALL EXCAVATIONS PRIOR TO BACK FILLING. �; co C/) 00 rn 12. THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION W 6 m STABILITY SO THEY MIGHT BE TREATED UNDER HIS DIRECTION. ° °D T o (p 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE APART HEREOF IN THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. DATED SEPTEMBER 17, 2008, FILE NO, 08-12642. ALL RECOMMENDATIONS AND SPECIFICATIONS ARE PROVIDED C) 0 0 0 WITHIN THIS REPORT AND SHALL BE FOLLOWED CONCISELY UNLESS OTHERWISE NOTED ON THESE PLANS. a 14. DURING GRADING OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES TWICE DAILY TO MITIGATE THE IMPACT OF DUST AND PM 10 EMISSIONS. SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE $ FREQUENCY OF SPRAYING DEPENDENT ON THE WEATHER CONDITIONS. r Q 15. SHOULD ANY CULTURAL MATERIALS OR ARTIFACTS SUCH AS, BUT NOT LIMITED TO, ARROWHEADS, BEADS, OR TOOLS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL WORK WITHIN 200 FEET OF THE FIND SHALL BE HALTED UNTIL A QUALIFIED ARCHAEOLOGIST AND TRIBAL CULTURAL RESOURCES CONSULTANT ARE PRESENT TO REVIEW THE FINDS AND PROVIDE WRITTEN RECOMMENDATIONS TO MITIGATE IMPACTS. PRIOR TO RESUMPTION OF SITE DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED AGENT SHALL SPECIFY, IN WRITING, THE STEPS THAT WILL BE TAKEN a TO MITIGATE IMPACTS AND THE TIMING OF THOSE ACTIVITIES TO ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, AND THE PLANNING DIRECTOR. 0 WORK SHALL NOT BE RESUMED IN THE AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY THE ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, OR Q PLANNING DIRECTOR. Q 16. SHOULD ANY HUMAN REMAINS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL SUCH WORK SHALL BE HALTED ON THE ENTIRE PROJECT SITE AND THE COUNTY CORONER SHALL BE CONTACTED TO ASSESS THE FINDS AND PROVIDE RECOMMENDATIONS, PRIOR TO RESUMPTION OF WORK, IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN SECTION 7050.5 OF THE HEALTH AND SAFETY CODE AND SECTION 5097.98 OF THE i PUBLIC RESOURCES CODE. SHOULD THE COUNTY CORONER CONCLUDE THAT THE FIND COULD POTENTIALLY INCLUDE NATIVE AMERICAN REMAINS OR I RESOURCES, THE APPLICABLE TRIBAL CULTURAL CONSULTANT SHALL BE CONTACTED AND PERMITTED TO ASSESS THE FINDS. RECOMMENDATIONS ! SHALL BE IN WRITING, PROVIDED TO THE PLANNING DIRECTOR, AND NO WORK SHALL BE RESUMED ON THE SUBJECT PARCEL UNTIL AUTHORIZED BY THE COUNTY CORONER AND PLANNING DIRECTOR. 1 0 17. ALL USED OIL (AS DEFINED IN SECTION 25250.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE) SHALL BE DISPOSED OF !N ACCORDANCE WITH ALL 19 z LOCAL, STATE, AND FEDERAL REGULATIONS FOLLOWING CONSULTATION WITH THE KERN COUNTY ENVIRONMENTAL HEALTH SERVICES ! DEPARTMENT/HAZARDOUS MATERIALS SECTION, STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, AND THE ENVIRONMENTAL PROTECTION ai a a AGENCY. ALL USED OIL AND OTHER WASTES SHALL BE TRANSPORTED BY A REGISTERED WASTE HAULER. > m ir 0 0 0 mU) a Zo C? 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN !COo � o EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S a a a 0 `_ op ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. L _ U 19. IN ORDER TO COMPLY WITH NPDES REQUIREMENTS, THE CONTRACTOR SHALL FURNISH A STORM WATER POLLUTION PREVENTION PLAN, W HEREAFTER REFERRED TO AS A "SWPPP." THE CONTRACTOR SHALL FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES BOARD I- (SWRCB). THE CONTRACTOR SHALL BE CONTINUOUSLY RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AND STORM WATER POLLUTION ~ O PREVENTION THROUGHOUT THE CONTRACT PERIOD. THE SWPPP SHALL INCLUDE BEST MANAGEMENT PRACTICES, A COPY OF THE NOTICE OF INTENT, W z VICINITY MAPS, WATER POLLUTION CONTROL DRAWINGS, COMPUTATIONS FOR RUNOFF COEFFICIENTS, MAINTENANCE, INSPECTION AND REPAIR 0 LU -3 C PROGRAM, LIST OF SUBCONTRACTORS AND INSPECTION REPORT FORMS, SPILL PREVENTION AND CONTROL, VEHICLE AND EQUIPMENT FUELING AND O MAINTENANCE, EROSION AND SEDIMENT SOURCE CONTROLS AND ANY OTHER ITEMS AS NECESSARY. THE FOLLOWING BEST MANAGEMENT PRACTICES U (BMP) SHALL BE INCLUDED: LL -J IN ACCORDANCE WITH CALTRANS: SC -7 STREET SWEEPING AND VACUUMING, SC -8 SAND BAG BARRIER, SC -10 STORM GRT INLET PROTECTION, WE -1 W Cc F<- WIND EROSION CONTROL, TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT (WHERE APPLICABLE), NS -1 WATER CONSERVATION PRACTICE, NS -3 PAVING Y Q WW AND GRINDING OPERATING, WM-3 STOCKPILE MANAGEMENT, WM-4 SPILL PREVENTION AND CONTROL. Q 0- m Cc z LL WQ O z I F -D 0- - � Wz 0 U <C J e, J �V SHEET NO. OF 5 2 2i 232 23 24 25 26 27 A 29 3Q f , -h 0 J" S 00 �`\ \� -QQ\`;�t \\ `\ :�" ''i�''✓�\r�'/' 9�., � `' \°.x0 /' , x \\ \ ` � ` -` .. �� \ •� : ~ \ \ c' �j,cpm �� �O L�� 0Oi; 402(27gX,-y�L CONSTRUCT MANHOLE NO. 2 y <' STA. 31+43.45N, 10+55.45EGn-i0 v N33'36°01 "\\ \ R/W -------- r BEGIN `�- - \ D,.�..�_ -PHASE 5A- CONSTRUCTION - \ \ Y`- '- ` ` - -------� --- ----D FIT PIPE INTO \ \ '` \ \ ST RUCTU'I�E-OPENING ' r- -----_---E-&-INSTAL-L-SAL`"VAGD- E, FLAP VALVE. \ \` \ \ � -' i `\ FA 2 y' r UTILITY CROSSING STA. \'32+86.87N, 12+44.,57E R 20 0 40 80 STORM DRAIN PLAN � ►= SD -1 40 10 www Dof W O U w =00 Z 4 t)�z<< cn M of ►`� M W r7 L(n >: in C-) - w w O W OQ j O U Lo0Z W W SCALE: V=40' d0< Nom; '�� Q_CIT LLJaOQQQ � Z 00 Z - Z O LdZ3 C14 _j Cn =ONn + w + w + w + ¢ + N Z�ZQ� ro O M OO �i O r'j d> M SCALE w r- cn o F-¢ F ¢ ¢ z w ra n ' M Lz 0 U) in m N m N VERTICAL: 1 =4 � � w Q� (n HORIZONTAL: 1"=40' AP PROXIMATE- FINISHED-- ---.... ........ .. _ ...._. _ _ .._ _ .-...___ _ 404 k GRADE OVER STORM DRAIN 1 R - s i 402 - .i 402 Q "1 • i 1 1 , : 400 r s � , � `1 Nto 398 z� STORM DRAIN EXIST 24" S396' ( i i ----i----I----�----+---- ,-- T� t r - - -- - IN 24" 96 , % - i 0. 5 V. STORM DRAIN S 0.05 394 - t 94 S i t 1 S 3 S 10.45% ' i 392` 392 INV. -CANAL ---- - INSTALL 258.30 LF 'OF 24" STORM DRAIN 90 30 1 32 __.._ .._ ______. ..__ _ ... 33 ... ............ ...... ... .__... 34 INSTALL 24.68 LF OF INSTALL 38.01 LF OF INSTALL 44.84 LF OF 24" STORM DRAIN 24" STORM DRAIN 24" STORM DRAIN STORM DRAIN PROFILE B SD -1 4" CANAL FINISH GRADE uj SITE ELECTRIC CAPPED STUB _, SOIL CEMENT WATER AND IRRIG. ZI CAPPED STUBS -1 I =-I I C" -t ,-a•e'i' r" iii i r ,--: , ,-s i ,-, ,--, s s -i , {-, s l -r „- '•mssRIM-11' , ., uj W C-) ui O - z � < N z n oO N O Z a 01) Z rri7/7 a a) Vl v A 2 SCH 80 PVC WATER A .- l z \ `r \ 1, e --V - 2 2", ..._T. TCN GE , �\ \ �� tiii, %/ice/�//%/i:/,%�%i' \\/\\/\\/\\f\ r PROVIDE BEDDING uj W C-) ui O - z � < N z n oO N O Z a 01) Z rri7/7 GL OD E•- o N ,' -- -- ------ ------------------------------- ------ -- 0 CONSTRUCT 12" a SDR 35 PVC DRAIN o _.-ca S ` --- -----------�--------------------- -- -------------------------------------------------- ----- - ------------------------ ------------------- cr-----= --- ------------------------------ ---�-------------------LL-- -- - ------------------- ------ ------------= D ------------ D -------------'E dN-------- v - - ---------.--------- �--------_ S8311 41"E 80.93__' CAP AND END 12" DRAIN �r �- ��' �� S831 1'41 $0 .80s_S ��' D _ �_ STA. 31+26.57N, 1120.83E L �� co CONSTRUCT 4" PVC s C , 600° C900 PRESSURE SEWER -�-co L-_ zJ to SCALE:.1 =10 f �-o ��, D �� X� , , `-=\_ a� I� �_� x O� cc c: c\j I 1 d W G 17TH STREET ! W / r l W� A-) 00 co cj T k O PLAN C Ta FOUNTAIN DRAIN & PRESSURE SEWER SD -1 I :E2 c r m INSTALL 80.93 LF OF 12" PVC SDR 35 DRAIN N Lo tf) I i 00 00 0�0 f w 01) > Z W uj iQ C/) w CAP OVER TRENCH WITH 6" OF CONCRETE o w w 11 I z 14rU N NO �! N t ! ccn c M N O qIr �, SCALE z 1-t ¢ z ►Ln (o C> Z+ w t VERTICAL: 1"=10' z o w CD � ± UJ HORIZONTAL: 1"=10' ``' ~ d ¢ F a- �t THRUST J = Q `� U � 10 BLOCK u (- � `- J Q co - V, s_ .,..._.... ..__.. ..__,_._.._..._-.-._. - , N , r } r i c M { k - Sj E - N 111(( . . ... ......... 0.20% i -..._ i f -_FINLS.HEp GRACE._..._.-.____.___.. , L co co .- ------ - ______..... .,,._. __. -_.... _-._._.__.. _ ... = O m C7 .. ' , o __..._....-----__.•----._...._._... w _w - - 'a o -CD -Q - w w S 2 00% i 'o � ,� v o _..._. _ _.-.__..... _. ____T}{RUST---BLOCK-_._----- -_ M cn I a d- ..... . ; THRUST BLOCK O ; Z O O O �cd 00 W m s- J r7 LLJ co co W R' > W W W J IL W ►`r- in t`t- � > U > � > w W J L- J � W N {� U-1 ''' ¢ '`' o N w M ui 00 NOTE: ELBOWS ON 4" PRESSURE U N z to 0 "'C14 m N SEWER TO BE THRUST Q w � M cn dN d w w ± z w ± BLOCKED WITH 3 SF OF -� � Lr, Z L w w w O z U u' o- BEARING AREA. c z O N + r'� - + to LAJ) CL 04 F- m� O WOO Jd Q 04 U�(n VJ a `` `r w INSTALL 80.80 LF OF 4" PVC C900 PRESSURE SEWER w 0 PROFILE D Q o,. FOUNTAIN DRAIN & PRESSURE SEWER SD -1 m Q fc STORM DRAIN NOTES 0 w 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS (n DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. F' Y 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE CITY ENGINEER. U w 4. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER w IMMEDIATELY PRIOR TO ANY FURTHER WORK. cc _z SITE ELECTRIC CAPPED STUB 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION U STANDARD SPECIFICATIONS, LATEST ADDITION, HEREON REFERED TO AS STANDARD SPECIFICATIONS. J J WATER AND IRRIG. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661)326-3049. CAPPED STUBS SUBGRADE ,,,_r I 8. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE GAS, ELECTRIC & I ' GAS, ELECTRIC & TELEPHONE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE N TELEPHONE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND I z CAPPED STUBS I a UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL USA (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CAPPED ST BS ��- 41 LOW CANAL 4' CONSTRUCTION OR EXCAVATION. v 2 9. IF THE CONTRACTOR IS IN DOUBT'AS TO THE MEANING AN 1.5 1.5 � OF Y PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE ►,'. z z 2' DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 10. ALL EXISTING PAVING AND SURFACING REMOVED DAMAGED OR UNDERCUT RCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSF IELD DRAWING � n = J Q _ 11. COMPACTION TESTS SHALL B ST -6. E THE RESPONSIBILITY OF THE DEVELOPER. a O ER. THE NUMBER AND LOCATION co w OF COMPACTION TEST E to S REQUIRED - 4 SCH 40 PV Q SHALL BE C IRRIG. U M DETERMINED Y B THE CITY G ENGINEER THE OST F T C O RETESTING D ` UE TO FAILED COMPACTION T '- •- ..-- .... ...... _ U - , , ... _ 0 TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. O TRACTOR. n - 12- TH HE CONTRACTOR ' ,v:�, SHALL BE RESPONSIBLE -2-6 ATT CONDUITS >� Y�r' � � .- G 5 ONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT � \\ I f 5 5 ,., SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. / __--- 13. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. ' `..,� �_pG&E �, - PROVIDE IMPORTED ` , T - 14. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. GRANULAR BACKFILL FOR AND DRAWINGS FOR HIS USE. THESE ST SHADING � `'�''-''-__ i �- 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. 4 ' 2-4" ELEC. CONDUITS 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC PIPE WITHIN THE PIPE ZONE. 24. STORM DRAIN PIPE (FURNISHED BY CITY): t �� - SECONDARY POWER FOR UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: SERVICE, STREET LIGHTS A. PVC PIPE SHALL BE ASTM F679 T-1 WALL THICKNESS. OR BOLLARDS DETAIL -UTILITY TRENCH �E� A2 SD -1 B. JOINTS SHALL BE RUBBER GASKETED. 0 PROFILE -UTILITY TRENCH(T_'A 25. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER12 SCALE: 1"=10' SD -1 THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. SHEET NO 14 26. THE FOLLOWING CITY STANDARDS APPLY TO THIS PROJECT FOR SEWER AND STORM DRAIN CONSTRUCTION: A. SEWER MANHOLES: SWC Q3 � ) p B. STORM DRAIN MANHOLES D-18 � `O -F C. STORM DRAIN TRENCHING AND BACKFILL: ST -22 �• \ 27. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING ALL FLOWS FROM THE EXISTING STORM DRAIN. / C 1 F9 2-1 21 22 23 24 25 2i6 2? 28 2_ J 3'3 a a) I m GL OD E•- o N ,' -- -- ------ ------------------------------- ------ -- 0 CONSTRUCT 12" a SDR 35 PVC DRAIN o _.-ca S ` --- -----------�--------------------- -- -------------------------------------------------- ----- - ------------------------ ------------------- cr-----= --- ------------------------------ ---�-------------------LL-- -- - ------------------- ------ ------------= D ------------ D -------------'E dN-------- v - - ---------.--------- �--------_ S8311 41"E 80.93__' CAP AND END 12" DRAIN �r �- ��' �� S831 1'41 $0 .80s_S ��' D _ �_ STA. 31+26.57N, 1120.83E L �� co CONSTRUCT 4" PVC s C , 600° C900 PRESSURE SEWER -�-co L-_ zJ to SCALE:.1 =10 f �-o ��, D �� X� , , `-=\_ a� I� �_� x O� cc c: c\j I 1 d W G 17TH STREET ! W / r l W� A-) 00 co cj T k O PLAN C Ta FOUNTAIN DRAIN & PRESSURE SEWER SD -1 I :E2 c r m INSTALL 80.93 LF OF 12" PVC SDR 35 DRAIN N Lo tf) I i 00 00 0�0 f w 01) > Z W uj iQ C/) w CAP OVER TRENCH WITH 6" OF CONCRETE o w w 11 I z 14rU N NO �! N t ! ccn c M N O qIr �, SCALE z 1-t ¢ z ►Ln (o C> Z+ w t VERTICAL: 1"=10' z o w CD � ± UJ HORIZONTAL: 1"=10' ``' ~ d ¢ F a- �t THRUST J = Q `� U � 10 BLOCK u (- � `- J Q co - V, s_ .,..._.... ..__.. ..__,_._.._..._-.-._. - , N , r } r i c M { k - Sj E - N 111(( . . ... ......... 0.20% i -..._ i f -_FINLS.HEp GRACE._..._.-.____.___.. , L co co .- ------ - ______..... .,,._. __. -_.... _-._._.__.. _ ... = O m C7 .. ' , o __..._....-----__.•----._...._._... w _w - - 'a o -CD -Q - w w S 2 00% i 'o � ,� v o _..._. _ _.-.__..... _. ____T}{RUST---BLOCK-_._----- -_ M cn I a d- ..... . ; THRUST BLOCK O ; Z O O O �cd 00 W m s- J r7 LLJ co co W R' > W W W J IL W ►`r- in t`t- � > U > � > w W J L- J � W N {� U-1 ''' ¢ '`' o N w M ui 00 NOTE: ELBOWS ON 4" PRESSURE U N z to 0 "'C14 m N SEWER TO BE THRUST Q w � M cn dN d w w ± z w ± BLOCKED WITH 3 SF OF -� � Lr, Z L w w w O z U u' o- BEARING AREA. c z O N + r'� - + to LAJ) CL 04 F- m� O WOO Jd Q 04 U�(n VJ a `` `r w INSTALL 80.80 LF OF 4" PVC C900 PRESSURE SEWER w 0 PROFILE D Q o,. FOUNTAIN DRAIN & PRESSURE SEWER SD -1 m Q fc STORM DRAIN NOTES 0 w 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS (n DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. F' Y 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE CITY ENGINEER. U w 4. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER w IMMEDIATELY PRIOR TO ANY FURTHER WORK. cc _z SITE ELECTRIC CAPPED STUB 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION U STANDARD SPECIFICATIONS, LATEST ADDITION, HEREON REFERED TO AS STANDARD SPECIFICATIONS. J J WATER AND IRRIG. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661)326-3049. CAPPED STUBS SUBGRADE ,,,_r I 8. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE GAS, ELECTRIC & I ' GAS, ELECTRIC & TELEPHONE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE N TELEPHONE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND I z CAPPED STUBS I a UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL USA (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CAPPED ST BS ��- 41 LOW CANAL 4' CONSTRUCTION OR EXCAVATION. v 2 9. IF THE CONTRACTOR IS IN DOUBT'AS TO THE MEANING AN 1.5 1.5 � OF Y PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE ►,'. z z 2' DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 10. ALL EXISTING PAVING AND SURFACING REMOVED DAMAGED OR UNDERCUT RCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSF IELD DRAWING � n = J Q _ 11. COMPACTION TESTS SHALL B ST -6. E THE RESPONSIBILITY OF THE DEVELOPER. a O ER. THE NUMBER AND LOCATION co w OF COMPACTION TEST E to S REQUIRED - 4 SCH 40 PV Q SHALL BE C IRRIG. U M DETERMINED Y B THE CITY G ENGINEER THE OST F T C O RETESTING D ` UE TO FAILED COMPACTION T '- •- ..-- .... ...... _ U - , , ... _ 0 TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. O TRACTOR. n - 12- TH HE CONTRACTOR ' ,v:�, SHALL BE RESPONSIBLE -2-6 ATT CONDUITS >� Y�r' � � .- G 5 ONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT � \\ I f 5 5 ,., SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. / __--- 13. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. ' `..,� �_pG&E �, - PROVIDE IMPORTED ` , T - 14. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. GRANULAR BACKFILL FOR AND DRAWINGS FOR HIS USE. THESE ST SHADING � `'�''-''-__ i �- 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. 4 ' 2-4" ELEC. CONDUITS 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC PIPE WITHIN THE PIPE ZONE. 24. STORM DRAIN PIPE (FURNISHED BY CITY): t �� - SECONDARY POWER FOR UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: SERVICE, STREET LIGHTS A. PVC PIPE SHALL BE ASTM F679 T-1 WALL THICKNESS. OR BOLLARDS DETAIL -UTILITY TRENCH �E� A2 SD -1 B. JOINTS SHALL BE RUBBER GASKETED. 0 PROFILE -UTILITY TRENCH(T_'A 25. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER12 SCALE: 1"=10' SD -1 THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. SHEET NO 14 26. THE FOLLOWING CITY STANDARDS APPLY TO THIS PROJECT FOR SEWER AND STORM DRAIN CONSTRUCTION: A. SEWER MANHOLES: SWC Q3 � ) p B. STORM DRAIN MANHOLES D-18 � `O -F C. STORM DRAIN TRENCHING AND BACKFILL: ST -22 �• \ 27. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING ALL FLOWS FROM THE EXISTING STORM DRAIN. / C 1 F9 2-1 21 22 23 24 25 2i6 2? 28 2_ J 3'3 PRECAST ARCH BRIDGE SEE DETAIL A ST -5 i f # # # # # MOO # I # O [ i I # i I--- # # # N EXISTING LINED CANAL- o C T- # # # Lo i { # t f r-IaO I, - b r SAWCUT EXISTING LINING— AND REMOVE LINING NORTH OF SAWCUT 9 EXISTING PG&E ELECTRICAL CONDUITS, REFER TO SPECIFICATIONS i d- # # t # # # # S # I t # # # # 1 d # # z # t t �3 STA. 30+41.40N STA. 10+29.63E f ## ## # # # t # # I S E # # # # r MITER SLUICE PIP11 TO SIDESLOPE - ' t ! # i I STRUCTURE NOTES 1. PORTLAND CEMENT CONCRETE STRUCTURES SHALL CONFORM TO THE PROVISIONS IN SECTION 51, "CONCRETE STRUCTURES", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. ALL CONCRETE SHALL BE CLASS "A" WITH A MINIMUM 28 DAY STRENGTH OF 4000 PSI IN ACCORDANCE WITH ASTM 09, C172 AND C31. SHOTCRETE SHALL COMPLY WITH SECTION 53, "SHOTCRETE" OF THE STANDARD SPECIFICAITONS. 2. AGGREGATES SHALL CONFORM TO THE REQUIREMENTS OF SECTION 90-3.01 OF STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS. 3. SLUMP SHALL BE A MAXIMUM OF 4 INCHES. WATER CEMENT RATIO SHALL NOT EXCEED 0.55 +/- 0.02.' 4. NO CONCRETE SHALL BE PLACED UNTIL ALL FORMS, INSTALLATION OF EMBEDMENTS, AND PREPARATION OF SURFACES INVOLVED FOR PLACING HAVE BEEN APPROVED. 5. CONCRETE SHALL BE PLACED BY THE BEST METHOD TO PREVENT SEPARATION -OF AGGREGATE AND MORTAR. EXCESSIVE ROCK POCKETS ARE SUFFICIENT FOR REJECTION OF THE POURED STRUCTURE. VIBRATION FROM PORTABLE INTERNAL VIBRATORS SHALL BE PROVIDED TO ELIMINATE SEPARATION AND TO PROVIDE A UNIFORM SMOOTH OUTSIDE FORMED SURFACE. 6. CURING OF CONCRETE SHALL BE PROVIDED. MEMBRANE CURING SHALL BE UTILIZED WITH WHITE PIGMENTED LIQUID MEMBRANE CURING COMPOUND CONFORMING TO ASTM C309. 7. TOLERANCES FOR CONCRETE STRUCTURES IS AS FOLLOWS: ELEVATION OF PIPE INVERTS IN STRUCTURES: +/- 1/8 INCH ELEVATION OF TOP OF STRUCTURE AND TOP OF SLABS: +/- 1/8 INCH ELEVATION OF BOTTOM OF STRUCTURE AGAINST SOIL: +1 INCH -1/4 INCH VARIATION OF STRUCTURES FROM SPECIFIED GRADES, ALIGNMENT OR PLUMB IN VERTICAL MEMBERS: 1/8 INCH IN 10 FEET 8. CONSTRUCTION JOINTS. FROM FLOOR SURFACES TO FORMED WALLS SHALL BE ROUGH, SLIGHTLY IRREGULAR SURFACES TO PROVIDE LATERAL SHEERING SURFACES. ALL JOINTS SHALL BE FREE OF DEBRIS. 9. AS NECESSARY, THE CONTRACTOR SHALL CORRECT ALL IMPERFECTIONS ON FINISHED CONCRETE SURFACES TO PROVIDE SURFACES WHICH ARE FREE FROM ABRUPT IRREGULARITIES AND MATCH THE FINISH OF THE ADJACENT CONCRETE. RECESSES FROM TIE -ROD DEVICES SHALL BE FILLED WITH DRY PACK MORTAR. HOLES PENETRATING THE ENTIRE WALL SHALL BE FULLY FILLED WITH CONCRTETE. 10. REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL BE FREE OF ALL RUST SLAG AND DEBRIS. 11. SPLICING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI CODE CLASS B. MINIMUM OVERLAP SHALL BE: 12" FOR #4, 18" FOR #5, 24" FOR #6, 32" FOR #7 AND 42" FOR #8 BARS. 12. CLEARANCE FOR REINFORCING SHALL BE 2" FOR FORMED SURFACES AND 3" FOR SURFACES PLACED AGAINST EARTH. 13. ABBREVIATIONS: NF=NEAR FACE, EF=EACH FACE, FF=FAR FACE, IF=INSIDE FACE, OF=OUTSIDE FACE, BF=BOTTOM FACE, EW=EACH WAY. 14. BEND REINFORCEMENTS AROUND GROUT POCKETS, INSERTS AND RECESSES WHERE REQUIRED. 15. ALL STRUCTURE BACKFILL IS TO BE COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY IN ACCORDANCE WITH ASTM D1557. 16. ALL STRUCTURE FOUNDATIONS AND FLOORS ARE TO BE POURED ON UNDISTURBED SOILS OR RECOMPACTED SOIL AT 95% OF MAXIMUM RELATIVE N DENSITY FOR THE BOTTOM 12 INCHES. 17. CHAMFER ALL EXPOSED CORNERS 3/4". 18. SUPPLIERS OF PRECAST PANELS AND SLIDE GATES TO ALSO PROVIDE ALL NECESSARY INSERTS AND MATING PIECES SUCH AS REBAR PIGTAILS, BOLTS AND WASHERS. 19. SILICON CAULKING FULLY IMMERSIBLE LONG LIFE RATED (SONOLASTIC ULTRA). CAULKING SHALL BE APPLIED IN A NEAT FASHION AND SHALL FULLY SEAL JOINT. SURFACE OF CAULKING SHALL BE FLUSH WITH ADJACENT CONCRETE SURFACE. I i I N FORM FOOTING— - 6-#5 SPACED R 0 ' 24" STORM DRAIN CONTRACTOR TO CONSTRUCT I SEE SHEET SD ,1 /,�_� �' 1 ~ TRENCH DRAIN AND INSTALL 1 39'-611, FURNISHED BY CITYA SEE DETAIL G W-41", ST -4 4 6 1 POUR PANEL FLOOR CLOSURES ` BETWEEN PANELS,& 6 SEE DETAIL H ' LINED SHELF sT_2 POND PERIMETER WALL 5'-3" ,^' WITH EXTENSION ___ _�,' _ SEE DETAIL C i1 --------------------- ,------------------------ ---- F L. i ,----------- I # �----------------- i --------- �r- � -1 ------- , T- CONCRETE LINING EDGE 1 ROCKED SAFETY SHE ' LF '-Zj%-------1» - ------ - ------ ----- - -- --�-- INSTALL PRECAST ELEMENTS 1 1 oa FURNISHED BY CITY ' ' SEE DETAIL A Al n Co i t , Op 1 I ' 1 1 f -- -- ---------- 1 # --- -------------------- ---------------------- ; INSTALL FLAPBOTTOM # VALVE PER STORM I DRAIN PLANS ' POUR FLOOR FOR INTAKE STRUCTURE SEE DETAIL rD # t i # f r --INSTALL DETAIL H ADOPEATOR t ST -4 ; FURNISHED BY CITY \ SEE DETAIL KA F STA. 30+73. ON '100 STA. 31+01.48- STA. 10+50.` . 5E STA. 10+68.31 E STA. 31 +14.80N STA. 10+76.87E k CANAL AN -SOIL CEMENT LINED CANALN 0 .Q U O O Q C O a� CD Q GRADE AT ELEV. z 396.50 TO TOP OF fr FOOTING, PLACE NO COBBLES OR BOULDERS � to 0 0 0 omo o 0 Q o 0o �a o a Q Q U LL U p� Q L0 _ _ d TO LINE ANDGRADESI It SHOWN ON ~ `,..�� �� � � ��� SLUICE BLOCKOUT THE GRADING PLAN, SHEET GP -1 ' 35'-71- � s t WEIR THRUST BLOCKS, EACH END SEE DETAIL D sT-s REMTE GA OPERAT RSTE L \ PLAN — WEIR STRUCTURE A Scale: 3/16"=1'-0" ST - V-3" 4' OPENING 1'-3" N r I 1 1 WATER SIDE I P 1-1/2" X 3" TAPERED KEYWAY ENTIRE PERIMETER, LINE WITH POLYETHELYNE 6'-6" FORM FULL HEIGHT AND BOTH SIDES SHEET PRIOR TO SECOND POUR FOR REMOVABLE PANEL ELEVATION DETAIL - SLUICE SLOCKOUT B Scale: 3/8"=1'-O" ST -1 f2 i3 14 T I f, SEE DETAIL KB F_ W z \ O L j J - \ \ Cr_ m - \ \ to 0.. / 1 \ r) rr POND PERIMETER WALL `t i W Lu SEE DETAIL A `\\ '\; Y < J Q t ST -6 t t Lt Qjr < tt l! t\ \\ LLw \ t \ t O w S,T'ALL PLUG AND BLOCKLli LW rr t i L _.i i son ,- t f \ t \ r l MILLHOUSE, SEE MILL HOUSE DRAWINGS \ \ t t t' SHEET NO. ouo� OF - 6 INSTALL BARSCREENS & SUPPORTS — FURNISHED BY CITY 1'X4' POND PERIMETER WALL 10'-6" 1 o'-104" PC PANEL #1 PC PANEL #2 INSTALL REMOTE_ � _ GATE OPERATORS IIII(111111a1111NTr FURNISHED - will liilllflllllll Iliil1lI�I111�111#�N If, on How INSTALL SUPPORTS & 011i WALKWAY GRATINGS Is ;u FURNISHED BY CITY WEIR THRUST !LOCKS DETAIL18" BYPASS SLUICE GATE SEE 10'-104" PC PANEL #3 CONCRETE CANAL 4 WEIR STRUCTURE LINING SEE DETAIL G INSTALL SLIDE GATES AND ST -2 &INTAKE 2'X5.5' POND PERIMETER WALL OPERATORS FURNISHED BY CITY 2X5.5' POND PERIMETER WALL 10 -6 1 01-6ps 10j-611 101-67$ 101-6t) PC PANEL #4 PC PANEL #5 ELEV. 402.50 ELEV. 402.50 DWS ELEV. 400.00 _ PC 4" r ; I CONCRETE LINING PANED I I I { ELEV. 397.00 I I I #9 I { 1.5 I "'m —THICKENED I THICKENED FOOTING AT WALL SEE DETAIL G lull I { I I 5T- { 0 24» STORM �IELEV.392.0 ''' -----SEE SHEET SD-� PANEL 5-----; I WEIR THRUST BLOCK ,,�_�_----------- SEE LEFT I ELEV. 191.62 /--PANEL RIGHT ' ' ELEV 3899.00 I ___ ELEV. 389.00 • __-- 1__--- ________l�___ L___-___ ___.--____ ____- ------------------{ I { I I I { __--__ I I I I I i i I I i I '� ---------------------------------------------� BOTTOM OF CUTOFF WALLS L -y- 9' POURED IN PLACE INSTALL STORM DRAIN INTO BLOCKOUT IN 4' WEIR PANEL PC PANEL #6 PC PANEL #7 PC PANEL #8 t�� LOOKING SOUTH WS ELEV. 400.00 ST - �G— WEIR UPSTREAM ELEVATION KTWEIR UPSTREAM ELEVATION rB� 2'X4' POND PERIMETER WALL ELEV. 402.50 / 2 T 18" L-9» 45' CHAMFER DETAIL - LINING CONNECTION CONSTRUCT CONCRETE— LINING, ONCRETE LINING, SIDESLOPES & FLOOR '-----------------� -�- W," ELEV. 389.00" L- -------------------------- ------------------ a INSTALL FLAP VALVE PER TRENCH DRAINi' STORM DRAIN PLANS POUR SECTION Scale: 3/16"=V-0" * ITEMS TO BE FURNISHED BY CITY AND INSTALLED BY CONTRACTOR 101 LOOKING EAST Scale: 3/16"=1'-0" FLOOR FOR INTAKE 10'-9" STRUCTURE PANEL #6 „ 4-1 Scale: 3/8"=1'-0" i WEIR STRUCTURE -------------- --=------ 1 MATCH TO 1X4 POND ELEV. 397.50 PERIMETER WALL M • z.s ELEV. 397.00 ELEV. 401.00 •�' ' PC PANEL #5. PC PANEL #4 • PC PANEL #3 PC PANEL #2 PC PANEL #1 - 399.50 a ----------------------- ELEV. ELEV. 397.50 �� `- • CONCRETE - ----- -- CANAL LINING--------- -- ' WEIR THRUST BLOCK ' ELEV. 389.00if L { Ar - • h . 3 . %- '- 1r K Yrs { {• .. p � x� )) { { { { -EF 1'X4' I { I 1'X4' POURED �---------------- �--1 20 l- ---- PA LOOKING SOUTH ST - Scale: 3/16"=1'-0" 0-)Lq Z N N C� p M L6N +. -F- 06 + CD + W Z W d; tet• � pO O p �-- 00 toO O O <- v> u' PRECAST ARCH BRIDGE )' V) POND PERIMETER WALL Q TOP OF CANAL SLOPE V) "' U) V' too WEIR OVERPOUR PLATES* TOP OF OVERPOUR ELEV. 402.50 & OPERATORS SAWCUT ------ r---- ------------------------------------ ___ ; CA FLAP VALVE ON CA ____ OF PANEL I ____GATES ---------------- W DWS ELEV. 400.00 ; ELEV. 399.50 _ CONNECT TO EXISTING BARSCREENS = CONCRETE LINING; SEE DETAIL E ELEV. 394;.43 ; ELEV. 39453 . v sT-2 ; ; s SUPPORT* - HARDWARE PRECAST --- — — ----------------- --------------i---- -�=� IN PLACE 12" 3'-11" CUTOFF WALL - BOTTOM OF CUTOFF WALLS I I WEIR PANELS i _ - 10' POURED IN PLACE o 9" WEIR 1 ELEV. 191.62 DETAIL -PANELS 5 & 6 V LOOKING NORTH T- PLAN VIEW � Scale: 3/16"=1'-0" ,) 2'X4' POND PERIMETER WALL ELEV. 402.50 / 2 T 18" L-9» 45' CHAMFER DETAIL - LINING CONNECTION CONSTRUCT CONCRETE— LINING, ONCRETE LINING, SIDESLOPES & FLOOR '-----------------� -�- W," ELEV. 389.00" L- -------------------------- ------------------ a INSTALL FLAP VALVE PER TRENCH DRAINi' STORM DRAIN PLANS POUR SECTION Scale: 3/16"=V-0" * ITEMS TO BE FURNISHED BY CITY AND INSTALLED BY CONTRACTOR 101 LOOKING EAST Scale: 3/16"=1'-0" FLOOR FOR INTAKE 10'-9" STRUCTURE PANEL #6 „ 4-1 Scale: 3/8"=1'-0" i WEIR STRUCTURE -------------- --=------ 1 MATCH TO 1X4 POND ELEV. 397.50 PERIMETER WALL M • z.s ELEV. 397.00 ELEV. 401.00 •�' ' PC PANEL #5. PC PANEL #4 • PC PANEL #3 PC PANEL #2 PC PANEL #1 - 399.50 a ----------------------- ELEV. ELEV. 397.50 �� `- • CONCRETE - ----- -- CANAL LINING--------- -- ' WEIR THRUST BLOCK ' ELEV. 389.00if L { Ar - • h . 3 . %- '- 1r K Yrs { {• .. p � x� )) { { { { -EF 1'X4' I { I 1'X4' POURED �---------------- �--1 20 l- ---- PA 4" '6\w\ 12» SECTION - DETAIL F Scale: 3/8"=1'-0" ST - ir L ('3 op co 2 0 N w U 0 U T U o CO W � U�00 Ft.nlo a) 0 W� M C � O o0 c 0 0 I0 00LL 97 Lo o I 4» � z { Co o "' � o � om �o � o 45' CHAMFE 12]' a o Q B ;� U o » Q 2 CL � z U DETAIL - SECTION G -i U w 0 W Scale: 3/8"=1'-0" ST- �fr Cl) I'X4' POURED IN PLACE CUTOFF WALL #5 @ 18" EW -EF POUR 12" FLOOR TO COMPLETE CONNECTION BETWEEN PANELS 5 & 6 #5 PANEL #9 4'x4'x3' DEEP PRECAST.VAUL LID, CHRISTY R WITH R27 -52H' Y W W � � W U J --- — — ----------------- --------------i---- -�=� IN PLACE 12" 3'-11" CUTOFF WALL 10" 3'-3" 12» BOTTOM OF CUTOFF WALLS 10' POURED IN PLACE WEIR DOWNSTREAM ELEVATION D DETAIL -PANELS 5 & 6 FLOOR CLOSURE LOOKING NORTH T- PLAN VIEW � Scale: 3/16"=1'-0" Scale: 3116"=1'-0" 4" '6\w\ 12» SECTION - DETAIL F Scale: 3/8"=1'-0" ST - ir L ('3 op co 2 0 N w U 0 U T U o CO W � U�00 Ft.nlo a) 0 W� M C � O o0 c 0 0 I0 00LL 97 Lo o I 4» � z { Co o "' � o � om �o � o 45' CHAMFE 12]' a o Q B ;� U o » Q 2 CL � z U DETAIL - SECTION G -i U w 0 W Scale: 3/8"=1'-0" ST- �fr Cl) I'X4' POURED IN PLACE CUTOFF WALL #5 @ 18" EW -EF POUR 12" FLOOR TO COMPLETE CONNECTION BETWEEN PANELS 5 & 6 #5 PANEL #9 4'x4'x3' DEEP PRECAST.VAUL LID, CHRISTY R WITH R27 -52H' POUR CONCRE FOOTING ADE' SEE DETAIL B G- 18" EW Cc BY 2'-9"' DETAIL - REMOTE OPERATORS I SHEET NO. W � Q Q z m o- O !L Q Q O w > �z J J C) Scale: 3/8"=1'-0" ',.ST- OF 6 Y W W � � W U J POUR CONCRE FOOTING ADE' SEE DETAIL B G- 18" EW Cc BY 2'-9"' DETAIL - REMOTE OPERATORS I SHEET NO. W � Q Q z m o- O !L Q Q O w > �z J J C) Scale: 3/8"=1'-0" ',.ST- OF 6 �' f 't ELEV. 399.50 INSTALL BARSCREEN END INSTALL WEIR 4 SUPPORTS & BARSCREENS � AOVER–POUR SEE DETAIL PLATES SEE ,,DETAIL '4 A M INSTALL SEAT ANGLE ID SEE DETAIL K _A ELEV. 392.00 FLOOR EXPANSION JOINT SEE DETAIL KF A.. ELEV. 389.00 5 @ 18' L12J R–EF 18" 6" CHAMFER W–EF 4171 _@ 18" WITH HOOK @ 18 t #5 @ 18" EW–EF SECTION EKEATENDWALL A Scal 3/8"=1'-0" ELEV. 399.50 V DWS ELEV. 400.00 SEAL WITH CAU! INSTALL SLIDE GATES & 58" ASPHALTIC OPERATORS SEE DETAIL /1' A E PANSION JOINT MATERIAL INSTALL BARSCREEN END DETAIL - FLOOR EXP. JOINT rF SUPPORTS & D–ARSCREENS Scale: 3/4" V-0" —4 SEE DETAIL \ST –PRESSURE RELIEF VALVE, WATERMAN PR FURNISHED BY CITY FLOOR OF EV. 392.00 WEIR PANEL 2f -6j$ 4" BLOCKOUTd. 4 IN PANEL CN EV -1 38- 9.00 .. . 4- 5 ------- ----- - #5 @ 18" EW–EF L12 W–EF DRAIN FABRIC FLOOR EXPANSION CONTINUOUS JOINT 6" CHAMFER SEE DETAIL K_FENVELOPE 04� #5 @ 18" WITH HOOK #5 @ 18" EW–EF #5 @ 18" EW–EF DRAIN GRAVEL #5 @ 18" WITH HOOK Li 2' 8' 12" 101-91) TRENCH DRAIN SEE DETAIL G SECTION - INTAKE AT TYPICAL GIRDER T_ DETAIL - TRENCH DRAIN Scale: 3/8"=1'-0" ELEV. 399.50 Scale: 3/8"=1'-0" i I PLAN - INTAKE STRUCTURE Scale: 3/8"=1'-0" 15' lkb- -EV. 399.50 sa Scale: 3/4"=1'-0" 4 f -INSTALL WALKWAY w 4$1 SUPPORTS AND 2$-61$ INSTALL PRESSURE WALKWAY RELIEF VALVES ON SEE DETAIL A FILL VOID BETWEEN PANEL 4 PANELS 5, 6s 7 & DETAIL fG'� SET AND PLUMB GROUT, CAULK CHAMFERED ELEV. 389.100 24$ omoQs 8 ob Co C? 4- C> Nov", 0 0 �5 5 @ 18' L0 R–EF —TRENCH DRAIN REBAR SPLICES SEE DETAIL G 0 U) FURNISHED BY OWNER w _5 ur - @ 18" WITH w 0 < 8$ 112-1 HOOK w FILL PANEL C/) 0- Scale: 3/8"=1'-0" i I PLAN - INTAKE STRUCTURE Scale: 3/8"=1'-0" 15' lkb- -EV. 399.50 sa Scale: 3/4"=1'-0" -INSTALL WALKWAY w 4$1 SUPPORTS AND INTAKE STRUCTURE WALKWAY SEE DETAIL A FILL VOID BETWEEN PANEL FOOTINGS WITH NONSHRINKA SET AND PLUMB GROUT, CAULK CHAMFERED PANEL #10 EDGES WITH SILICON CAULKING. omoQs 8 ob Co C? C> 0 0 �5 L0 --INSTALL THREADED REBAR SPLICES 0 U) FURNISHED BY OWNER w _5 w 0 < LL fr w FILL PANEL C/) 0- cc v ANCHOR BLOCKOUT w Ir Y w WITH MORTAR, y O_ m < TROWEL SMOOTH FILL BLOCKOUT WITH. LL e -_7 NONSHRINK GROUT, CAULK PUAW=Un "-6" CHAMFER #5 @ 18" WITH HOOK 95 @ 18" EW–EF 15' SET AND PLUMB PANEL #9 INSTALL THREADED REBAR SPLICES FURNISHED BY OWNER EDGES WITH n A 4 X9 GATE OPENING I 4'X9' GATE OPENING SILICON CAULKING 10 ALIGN & TIGHTEN BACKFILL PANELS \�#5 @ 12" EF -#5 @ 18" EF 6 CHAMFER PANEL ANCHORS 11 & 12 WITH �_18' SQR. BYPASS t TIGHTEN TO 30 2 SACKS LEAN 6" CHAMFER FT–LBS TORQUE CEMENT SAND MIX GATE OPENING DETAIL TYPICAL WEIR PANEL INSTALLATION Scale: 3/4"=1'-0" ST - 12 13 14 17 16 17 18 ELEVATION - INTAKE STRUCTURE /`�E Scale: 3/8"=11-011 12 j, EI -EV. 399.50 sa 0 w Z GE Y w w w Cc omoQs 8 ob Co C? C> 0 0 �5 L0 0 U) w _5 w 0 < LL fr w C/) 0- cc v 0 w Ir Y w --< < y O_ m < LL e -_7 EI -EV. 399.50 sa 0 w Z GE Y w w w Cc � V, elk^ SHEET NO. �uIn"e"jq12 OF Ei ELEVATION -17th STREET BRIDGErB� Scale: 3/16"=1'-0" (L BRIDGE 10" BRIDGE RAILING - A- ,---2" CHAMFER » 4 1 5 1 4..t o L__J• ' a „ DECORATIVE d IMPRESSION WITH CONCRETE STAIN A 2» 4 DECORATIVE sKEYSTONE ATTACHMENT ATTACHMENT PER -$ ARCH MANUFACTURER TER, TYP. DETAIL E Scale: 3/4"=V-0" ST -5 'E RAILING & ETERS BY OTHERS (/ROAD SURFACE MR N GSCT BRIDGE ETAIL F T-5 m 26'-6" ;FLOW --- ------- 0 CD N BRIDGE RAILING BY OTHERS 10" 10" PRECAST BRIDGE WALL INSTALL DECORATIVE HEADWALLS, FURNISHED BY OWNER 3ff SEE DETAIL E 24" 12" 3" GROUT GAP BETWEEN sT 5BRIDGE & FOOTING ±" —DECORATIVE "KEYSTONE" #4 BARS 012" EW, TF 2" CLEAR i1Z 471 ATTACHMENT TOP OF LINING= .it 5t �' a d c d -. a • .4 - ® N 9 d d 4`f rr f i F00 I NG i #6 BARS @ 12" EW, BF i _ { » 3 CLEAR 1-77 TOP OF LINING SECTION - 17th STREET BRIDGE Scale: 3/16"=1'-0" FOOTING SECTION -DETAIL F� Scale: 3/4"=1'-0" ST -5 fm U 8 Z rn CO Cs C9 L � as "C: m W o UC0 W �Co Co oCD r C6_ 0 O r � r d. m 1 GENERAL NOTES 16 16 0 0 z LL f , % o 1. DESIGN LOADING: BRIDGE UNITS: HS20-44 po v ' 0 o 0 6 HEADWALLS: EARTH PRESSURE WALKWAY PROFILE WALKWAY/ROAD SURFACEf, N O DESIGN FILL HEIGHT: 1'-0" MIN. TO 2'-0" MAX. 0` 3/4" DEEP SILICON 0 ao iio DESIGN METHOD: LOAD FACTOR PER AASHTO SPECIFICATION .:4:?.' BASE CAULKING, ARCH BRIDGE YJ o -L- Q t INSTALL PRECAST PROVIDE COMPLETE 2. MATERIAL STRENGTHS: CONCRETE: 4000 PSI MINIMUM PER A.C.I. UNITS, FURNISHED BY OWNER SEAL p w REINFORCING: ASTM A615 OR A996 GRADE 60. - � - :.. L,._�, _ 1 ! 1 /2" ASPHALT _._::.�•::..:;:: [L- CL FELT EXPANSION 3. JOINT SEALS: HORIZONTAL &VERTICAL PER ARCH UNIT MANUFACTURER. YQ = Q JOINT MATERIAL mm W °OCONCRETE SEE DETAIL' G LINING z Z ! Ka,, r YQ w CC 4. CONNECTIONS: PER ARCH UNIT MANUFACTURER. ir C/) — - • _ .. _ .. U W — ,ST- r.: J 0 u " " '.' BRIDGE FOOTINGS 5. LIFTING HOLES/INSERTS: PER ARCH UNIT MANUFACTURER. g Mie., SEE DETAIL T !i it lin i �.r ,R a IM 1� ai 5 E ................ 6. SOIL VALUES: ACTIVE LATERAL EQUIV. FLUID PRESSURE: 40 PCF. ! I AT REST LATERAL EQUIV. FLUID PRESSURE: 60 PCF. --- BEARING PRESSURES: DEAD LOAD ONLY: 1,500 PSF SECTION - 17th STREET BRIDGE C DETAIL - EXPANSION JOINT G DEAD PLUS LIVE LOAD: 2,000 PSF Scale: 3/16"=1'-0" S T - 5j Scale: 1 1/2"=1'-0" ST -5 TOTAL LOAD INCLUDING WIND OR SEISMIC: 2,650 PSF LATERAL BEARING CAPACITY: 175 PSF/FT 7. DIMENSIONAL TOLERANCES: ALL LINEAR DIMENSIONS VERTICAL & HORIZONTAL: -1/8" (NO PLUS TOLERANCE) ALIGNMENT TOLERANCES: 1/8" IN 10 FEET. PLUMB IN VERTICAL MEMBERS: 1/8" IN 10 FEET. _0� l� s �7 . IT 1"`. 11 11`J 1`2 1d i,- iF 1 iR iQ 7CE 71 `J7 9Y� A `1_, 9F ?R 916 fm U 8 Z rn CO Cs C9 L � as "C: m W o UC0 W �Co Co oCD r C6_ 0 O r � r d. m 4) SHEET NO. ouog OF 6 16 16 0 0 z LL o o m Q po v o 0 o 0 6 O N O a 0` 0 ao iio o YJ o -L- Q CL U M p w w O Q OC J [L- CL � U_ YQ = Q 0- W mm W 0 z Z ~ U YQ w CC ir C/) U W J 0 5 5- 4) SHEET NO. ouog OF 6 TOOLED CORNERS 0 FORM TOP 7 1/2" OF WALL, EACH SIDE EXCAVATE EARTH AWAY FROM WALL AFTER WALL ELEV. 401.00 IS CONSTRUCTED r10, ROUGH GRADE PRIOR ----- ----------------- TO ---------- ---.TO WALL CONSTRUCTION REMOVE CONC. SLAG BELOW FORM LINE CD i i STONES & GROUT TO BE PLACED BY CITY BLOCKOUT FOR - SILICON CAULKING IMMERSION RATED a a T 5/8" EXP. JOINT MATERIAL 12" 12" �►. 2/0 oy —IN .t— �.. POUR 4" CONC,.= ALK �PANSION 2" ASPHALTIC -FELT SURFAC RES TO BE JOINT MATERIAL PEN ' HITECTURAL SITE FINE GRADE AND CO IVE FABRIC CENTERED IN WARLL E* TOP 6" ION° ASTM RELTD1557 \� POUR WALL IN TRENCH, CLASS A CONCRETE TRENCH BY CONCRETE CONTRACTOR POND PERIMETER WALL Scale: 3/4" NEATLY FILL BLOCKOUT WITH CONCRETE MAY "BE USED v SILICON CAULKING IN LIEU OF WWF (OR USE FIBER MESH CONCRETE) \\ PERIMETER WALL, POND SIDE 5/8" ASPHALTIC -FELT EXPANSION 00 J INT MATERIAL FULL HEIGHT OF WALL PLACE AT 60' CENTERS ALONG LENGTH OF WALL 1/20PX24" SMOOTH RODS - 3 REQ'D EVEN SPACED, BUT CLEAR OF TOP 6,OF WALL, GREASE RODS PRIOR TO CONCRETE POUR WALL EXPANSION JOINT PLAN - DETAIL Scale: 3/4"=1'-0" 5' TO 7' 2'-6" TO 1'-10" DWS 1.25 CREATE IRREGULAR MEANDERING EDGE .a� 5. _ mi :E CD Q0 TOP OF LOW WATER---,, CHANNEL SLOPE---- - ; . ro N 10" TO 14" 6" TO 9"- I COMPACTED SOIL CEMENT DETAIL - ROCKED SHELF Scale: 3/811=11-01, PLACE SAND -CEMENT COLORED MORTAR BED AND SET BOULDERS GROUT VOIDS ON SURFACE AND BRUSH ROCK CLEAN STACK BOULDERS AT - LOCATIONS SHOWN ON PLAN AND AS DIRECTED BY CITY ELEVATION OF TOP WITH OF WALL PER ALL ALONG GRADING PLAN 5/8" EXP. FORM WALL MATERIAL EXTENSION SEAL JOINT • cn w ALLALONG WALL Q ELEV. 401.00 �Ic REMOVE CON C. 0 Z SLAG BELOW FORM LINE CO PLACE STONES & GROUT 12" TOOLED CORNERS, TYP. 1 2" ASPHALTIC -FELT EXPANSION JOIN ,MATERIAL R P9R1=.mOLL (USE #5. MWELS AT 18" IF FIBER MESH CONCRETE "POUR LOWER PORTION OF WALL AGAINST VERTICAL TRENCHED EARTH, TRENCH BY CONCRETE CONTRACTOR CLASS "A" CONCRETE j 24" I POND PERIMETER WALL AT ELEVATED LOCATIONS DETAIL - SECTION rc_� Scale: 3/4"=1'-0" ST -I o SQUARE POND WALL EDGE TO ; CREST ,; tC co WEIR ,'CREST (PRECAST) I TOP �/ POND WALL WARPED WALL 1 , If 5/8" EXP. JOINT - _ ,' MATERIAL - - MATCH ` WEIR CREST - POND WALL F Scale: 3/8"=V-0" ;T - SEAL JOINT WITH SILICON CAULK ALL ALONG WALL 5/8" EXP. JOINT-- OINT---`"MATERIAL MATERIAL ALONG TOP SEAL JOINT WITH ----- SILICON CAULK-,----- AULK_ _-_-_ALL ALLALONG WALL COBBLES PLACED PER SEE DETAIL H 11i_ DETAIL - BOULDER PLACEMENT '>'', i Scale: 3/8" =1'-0" 4 SECTION G Scale: v=1, -o,, ST -6 TOP OF WARPED TRANSITION 5/8" EXP. JOINT MATERIAL WEIR PANEL CREST 1A 1 POUR CONCRETE— THRUST BLOCKS, EACH END OF WEIR `100 I -------- --- ----- - I- I � I I I I � I I I � i i I I I � I CUTOFF WALL 6" WALL OFFSET I --PERIMETER WALL r------- --- ---------- I � I t------- --- ----- --- ,, CUTOFF WALL PLAN - WEIR THRUST BLOCKS , FINISHED ""' POUR CONCRETE THRUST BLOCK Scale: 3/8" =1'-0" OF POND IETER WALL AGAINST UNDISTURBED ; TOP OF OUTSIDE WEIR OR COMPACTED EARTH PANEL FOOTING f'c = 2500 PSI MIN. - / I I--------- --- / ---------- A 4 4 c THRUST TO PANEL ------ FOOTING EDGE C) I I d Q ----- THRUST TO CUTOFF WALLS ---------- ----------------------- 12" 3'-0" SECTION Scale: 3/81"=1'-0" .9-84 m Co W 10=11ro C T Co _MCD Co CP Co o gyCD , W00 o S U pp C T 082 .jo C6� o0 r L1. m 0 0 SHEET NO. 1 u 0 OF 6 ) I 4) 0 0 Z �Q o m C Q N o c� ir U 0 0o N m ch (1)O IL 0 C) a Q() ti L0 W Q W W O Fj- a 0 C/) J Y � Y CE Q Q m0.. fr W Q Iz z iw- w Y � U W W U f1. _J 1Y SHEET NO. 1 u 0 OF 6 ) WEIR D PERIMETER WALL I / i I DOWNSTREAMCHANNEL WAY, CONCFTE LINED I I I r RUCTED WIBTH f REINFORCED PANELS 1-10 Al & PANEL 3 POUR IN PLACE WEIR CUTOFF WALLS AND FOOTINGS BY INSTALLER I PANEL 4 r--- - - - - - - - - - - - - - - - - - - - - 0 N w 0 0 u as cc CUrn T- o(o PANEL 6 cMCP rn(D PANEL 8 PANfL 7 I Lo _(o rL;-."Jj" co �LL O3 E2LL ; Z o m Q I C i "10 1 I I- I i I 1 I t i � I i I � � � I i I 0- � Z I w Cc CLi CL Q I- .I M fr W. I 'S I I ih �J I I ' J i W i >- I a' 1- U) v U W -4HATCHED ;AREAS TO BE �..� s�' :CAST IN PLACE , s. i �- PANEL 5 U ,�`,r 1 IN FIELD W _-_-__--_-iH._-__--_-.-4µ_-_-2- "BARSCREENS J(HALF SHOWN) I 1 f -%I A A I t o r m r-% n�-n. ...�.. .. KITAVC' PMITW)l f%A=Cl I t '` z 1 �! I i INTAKE CONTROL GATES REFER TO WEIR GATE PLANS INTAKE STRUCTURE TO BE CONSTRUCTED OF PRECAST ---REINFORCED CONCRETE PANELS 9 & 10 SEE DETAILS LL & M O � PC -3 PC -3 O C CL ELEV. 402.50 -------------------- ------------------ --------------------- I -------------------------IIIiI -iIIii ---------------- -----------------------------------___-_ WEIR UPSTREAM ELPouR IN PLACE WEIR CUTOFF WALLS AND FOOTINGS Scale: 3/16"=1'-0" OF CANAL�NING OF PANEL FTG. ELEV. 401.00 ELEV. 399.5E L 11 ELEV. 389.00 ......... WEIR STRUCTURE TO BE CONSTRUCTED WITH PRECAST REINFORCED CONCRETE PANELS 1-8 SECTION - INTAKE STRUCTURE Scale: 3/16"=1'-0" NTAKE CONTROL GATES o ELEV. 400.00 INTAKE STRUCTURE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE PANELS 9 & 10 ELEV. 392.00 POUR IN PLACE WEIR CUTOFF WALLS AND FOOTINGS 4 r I i 1 I I I I I I I I I t I I I I I STRUCTURE NOTES 1. PORTLAND CEMENT CONCRETE STRUCTURES SHALL CONFORM TO THE PROVISIONS IN SECTION 51, "CONCRETE STRUCTURES", OF THE STANDARD" SPECIFICATIONS AND THESE SPECIAL PROVISIONS. ALL CONCRETE SHALL BE CLASS "A" WITH A MINIMUM 28 DAY STRENGTH OF 4000 PSI IN '�k$ ACCORDANCE WITH ASTM C39, C172 AND C31. ^(� 9 2. AGGREGATES SHALL CONFORM TO THE REQUIREMENTS OF SECTION 90-3.01 OF STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS. 3. SLUMP SHALL BE A MAXIMUM OF 4 INCHES. WATER CEMENT RA110 SHALL NOT EXCEED 0.55 +/- 0.02. 4. NO CONCRETE SHALL BE PLACED UNTIL ALL FORMS, INSTALLATION OF EMBEDMENTS, AND PREPARATION OF SURFACES INVOLVED FOR PLACING HAVE BEEN APPROVED. 5. CONCRETE SHALL BE PLACED BY THE BEST METHOD TO PREVENT SEPARATION OF AGGREGATE AND MORTAR. EXCESSIVE ROCK POCKETS ARE SUFFICIENT FOR REJECTION OF THE POURED STRUCTURE. VIBRATION FROM PORTABLE INTERNAL VIBRATORS SHALL BE PROVIDED TO ELIMINATE SEPARATION AND TO PROVIDE A UNIFORM SMOOTH OUTSIDE FORMED SURFACE. 6. CURING OF CONCRETE SHALL BE PROVIDED. MEMBRANE CURING SHALL BE UTILIZED WITH WHITE PIGMENTED LIQUID MEMBRANE CURING COMPOUND CONFORMING TO ASTM C309. 7. TOLERANCES FOR CONCRETE STRUCTURES IS AS FOLLOWS: ELEVATION OF PIPE INVERTS IN STRUCTURES: +/- 1/8 INCH ELEVATION OF TOP OF STRUCTURE AND TOP OF SLABS: +/- 1/8 INCH ELEVATION OF BOTTOM OF STRUCTURE AGAINST SOIL: +/- 1/8 INCH VARIATION OF STRUCTURES FROM SPECIFIED GRADES, ALIGNMENT OR PLUMB IN VERTICAL MEMBERS: 1/8 INCH IN 10 FEET LINEAR DIMENSIONS IN PLAN: -1/8" (NO PLUS TOLERANCE) 8. CONSTRUCTION JOINTS FROM FLOOR SURFACES TO FORMED WALLS SHALL BE ROUGH, SLIGHTLY IRREGULAR SURFACES TO PROVIDE LATERAL SHEERING SURFACES. ALL JOINTS SHALL BE FREE OF DEBRIS. 9. AS NECESSARY, THE CONTRACTOR SHALL CORRECT ALL IMPERFECTIONS ON FINISHED CONCRETE SURFACES TO PROVIDE SURFACES WHICH ARE FREE FROM ABRUPT IRREGULARITIES AND MATCH THE FINISH OF THE ADJACENT CONCRETE. RECESSES FROM TIE -ROD DEVICES SHALL BE FILLED WITH DRY PACK MORTAR. HOLES PENETRATING THE ENTIRE WALL SHALL BE FULLY FILLED WITH CONCRTETE. 10. REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL BE FREE OF ALL RUST SLAG AND DEBRIS. 11. SPLICING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI CODE CLASS B. MINIMUM OVERLAP SHALL BE: 12- FOR #4, 18- FOR #18, 24 - FOR #6, 32- FOR #7 AND 42- FOR #8 BARS. 12. CLEARANCE FOR REINFORCING SHALL BE 2" FOR FORMED SURFACES AND 3" FOR SURFACES PLACED AGAINST EARTH. 13. ABBREVIATIONS: NF=NEAR FACE, EF=EACH FACE, FF=FAR FACE, IF=INSIDE FACE, OF=OUTSIDE FACE, EW=EACH WAY. 14. BEND REINFORCEMENTS AROUND GROUT POCKETS, INSERTS AND RECESSES WHERE REQUIRED. 15. ALL STRUCTURE BACKFILL IS TO BE COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY IN ACCORDANCE WITH ASTM D1557. 16. ALL STRUCTURE FOUNDATIONS AND FLOORS ARE TO BE POURED ON UNDISTURBED SOILS OR RECOMPACTED SOIL AT 95% OF MAXIMUM RELATIVE DENSITY FOR THE BOTTOM 12 INCHES. 17. CHAMFER ALL EXPOSED CORNERS 3/4-. 18. SUPPLIER OF PRECAST PANELS TO ALSO PROVIDE ALL NECESSARY INSERTS AND MATING PIECES SUCH AS REBAR PIGTAILS, BOLTS AND WASHERS. -PERIMETER WALL ELEV. 402.50 OVERPOUR LEVEL _ v ELEV. 400.00 I I ---------------t---------------------I---------- ' I1 -------------------- I I I � I I \ I -------------------------------------- POUR IN PLACE WEIR CUTOFF WALLS AND FOOTINGS TO f5 SPLICE COUPLING MOUNT FLUSH OOTING FACE, PROtECT OPEN END . 2,-0„ #5 THREADED BAR ® 12" O.C. (PRECAST SUPPLIER TO PROVIDE, BENT IN FIELD) CUT OFF WALL BY INSTALLER 5 SPLICE COUPLING, MOUNT LUSH TO FOOTING FACE, PROTECT OPEN END i FO» THREADED BAR @ 12" O.C. PRECAST SUPPLIER TO PROVIDE, ENT IN FIELD) UNDERDRAIN COMPACTED SUBGRADE BY INSTALLER SECTION - CUTOFF WALL TIE -DOWN Scale: 3/16"=1'-0" NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS L.�- //(, P95A i 0 N w 0 0 u as cc CUrn T- o(o PANEL 6 cMCP rn(D PANEL 8 PANfL 7 I I I ---------------t---------------------I---------- ' I1 -------------------- I I I � I I \ I -------------------------------------- POUR IN PLACE WEIR CUTOFF WALLS AND FOOTINGS TO f5 SPLICE COUPLING MOUNT FLUSH OOTING FACE, PROtECT OPEN END . 2,-0„ #5 THREADED BAR ® 12" O.C. (PRECAST SUPPLIER TO PROVIDE, BENT IN FIELD) CUT OFF WALL BY INSTALLER 5 SPLICE COUPLING, MOUNT LUSH TO FOOTING FACE, PROTECT OPEN END i FO» THREADED BAR @ 12" O.C. PRECAST SUPPLIER TO PROVIDE, ENT IN FIELD) UNDERDRAIN COMPACTED SUBGRADE BY INSTALLER SECTION - CUTOFF WALL TIE -DOWN Scale: 3/16"=1'-0" NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS L.�- //(, P95A 0 0 z 9 CC �m a Cr U C0 0 N w 0 0 u as cc CUrn T- o(o cMCP rn(D 0) oop Lo _(o L co �LL O3 E2LL � m �. W o I- T C/)� W E� 0 w 93 J �� Or MCo vi c OC 00 T�^^ 0- Y Q w Cc CLi Q I- rr 0 0 z 9 CC �m a Cr U C0 L C1j N !! b 0 Q0 N O C00 00 o z LL D Q Lo U) 2 �. z I- Q 0 w CL J OC W 0- Y Q w Cc CLi Q I- rr M fr W. LL O W 'S >- I r-- 1- U) v U W Q � U W U � J a- J �-�ii o • p.i V.i 03 SHEET NO. P(DO � OF 4M� SPLICE COUPLING, MOUNT FLUSH TO FOTTING FACE, PROTECT OPEN END #5 L ALT. BAR @ 12" SPLICE COUPLIN 0 BLOCKOUT TYP. FOTTING FACE, TOP FACE BOTTOM FACE 10'-6" FOOTING SLAB - PANELS 1, 4, 7,& th HAVE 7 TO HAV CIRCULAR BLOCKOU' WITH 2 #5 HOOPS EACH FACE, DISCONTINUE OTHER REBAR AT HOOPS A Scale: 3/8"=1'-0" ---#5 EDGE BAR #5 L ALT. BAR @ 12" —#5 @ 18" BOTTOM FACT TOP BAR EF CoCJ U Co L ALT. CM C3 9 coo oJ'06 9 .. C? #5 L ALT. BAR @ 12- < AWAY FROM FUTURE ANCHOR #5 BAR 0 12" u" 2 n4111 BOLT LOCATIONS FROM CUT OUT, EF MOUNT FLUSH TO SPLICE COUPLING, ro MOUNT FLUSH TO #5 @ 18" EF #5 @ 18 EF C) Q FOOTING FACE, S), T FOOTING FACE, M"Mt #5 L ALT. BAR @ 12" o T, k PROTECT OPEN END I PROTECT OPEN END `Z 10" rrY M w rr w Y < -6" < 4"0 BLOCKOUT L M C[ cf) LL < I 0 w w z z �- Y < 0 CL W W CQ C) z;, _j w _j CE f 1� R-1 Q_ 04�1, ,7777, x q f V, #5 @ 12 EF 2)-3)p #5 @ 12 EF MR, nll 'Um M" . . .. . . A M, - _5 g m f d- C 14T, BOTTOM FACE 10'-6" FOOTING SLAB - PANELS 1, 4, 7,& th HAVE 7 TO HAV CIRCULAR BLOCKOU' WITH 2 #5 HOOPS EACH FACE, DISCONTINUE OTHER REBAR AT HOOPS A Scale: 3/8"=1'-0" ---#5 EDGE BAR #5 L ALT. BAR @ 12" —#5 @ 18" BOTTOM FACT TOP BAR EF 16 FOOTING SLAB PANELS 2 & MIRRORED 3 —#5 @ 12- EF -----#5 @ 18" EF #5 L ALT. BAR @ 12" NF NOTE: FIRST ROW OF—, REBAR TO BE HELD FROM FACE BACK 7" FOR FUTURE ANCHOR BOLT INSTALLATION #5 @ 12" EF -L#5 @ 18" EF 4" 0 BLOCKOUT #5 L ALT. BAR @ 12" REBAR - PANELS 1, 5, 6, 7, & 8 Scale: 3/8" V -O" F PC -4 n 9AR EF @ 18" EF @ 12" EF BAR @ 12" SECTION K_K_'� Scale: 3/8" = V-O'i ,PC -3 OUT —BEND REINFORCEMENT AROUND BLOCKOUT TOP - PANEL 9 Scale: 3/8" =1'-0" ppp" FACE -5 EDGE BAR #5 L ALT. BAR @12" @ 18" #5 EDGE 8 BOTTOM FAQ t-% I An M A K 'ELS 5 rC PC - BAR EF cr, /--#5 TOP BAR EF CoCJ U Co L ALT. CM C3 9 coo oJ'06 9 .. C? #5 L ALT. BAR @ 12- < AWAY FROM FUTURE ANCHOR #5 BAR 0 12" u" 2 n4111 BOLT LOCATIONS FROM CUT OUT, EF MOUNT FLUSH TO SPLICE COUPLING, ro MOUNT FLUSH TO #5 @ 18" EF #5 @ 18 EF C) Q FOOTING FACE, S), T FOOTING FACE, M"Mt #5 L ALT. BAR @ 12" o T, k PROTECT OPEN END I PROTECT OPEN END `Z 10" rrY M w rr w Y < -6" < 4"0 BLOCKOUT L M C[ cf) LL < I 0 w w z z �- Y < 0 CL W W CQ C) z;, _j w _j CE f 1� R-1 Q_ 04�1, x q #5 @ 12 EF 2)-3)p #5 @ 12 EF MR, nll 'Um . . .. . . A M, - m 0, 's. s, 16 FOOTING SLAB PANELS 2 & MIRRORED 3 —#5 @ 12- EF -----#5 @ 18" EF #5 L ALT. BAR @ 12" NF NOTE: FIRST ROW OF—, REBAR TO BE HELD FROM FACE BACK 7" FOR FUTURE ANCHOR BOLT INSTALLATION #5 @ 12" EF -L#5 @ 18" EF 4" 0 BLOCKOUT #5 L ALT. BAR @ 12" REBAR - PANELS 1, 5, 6, 7, & 8 Scale: 3/8" V -O" F PC -4 n 9AR EF @ 18" EF @ 12" EF BAR @ 12" SECTION K_K_'� Scale: 3/8" = V-O'i ,PC -3 OUT —BEND REINFORCEMENT AROUND BLOCKOUT TOP - PANEL 9 Scale: 3/8" =1'-0" ppp" FACE -5 EDGE BAR #5 L ALT. BAR @12" @ 18" #5 EDGE 8 BOTTOM FAQ t-% I An M A K 'ELS 5 rC PC - BAR EF cr, /--#5 TOP BAR EF -15 0 12" EF cl: F- #5 @ 18" EF �—#5 @ 12" EF z':---#5 @ 18" EF #5 @ 12" EF--Lj \—\�:--#5 @ 12- EF REBAR - PANELS 3 & 4 Scale: 3/8"=1'-0" \PC -3 @ 12" EF 45 @ 18" EF rUB OUT #5 R INES OF ADJA( FLOOR SLAE #5 @ 12"EF #5 @ 18" EF�J7, REBAR -PANEL 2 Scale: 3/8"=1'-0" BEND REINFORCEMENT AROUND BLOCKOUT----- TOP - PANEL 10 #5 @ 12" EF #5 @ 18- EF -5 @ 18" BOTTOM FACE #5 TOP BAR EF �:;-#5 @ 12" EF loft ,#5 @ 18" EF 3'-11" CoCJ U Co L ALT. CM C3 9 coo oJ'06 9 .. C? #5 L ALT. BAR @ 12- < AWAY FROM FUTURE ANCHOR #5 BAR 0 12" u" 2 n4111 BOLT LOCATIONS FROM CUT OUT, EF MOUNT FLUSH TO SPLICE COUPLING, ro MOUNT FLUSH TO #5 @ 18" EF #5 @ 18 EF C) Q FOOTING FACE, S), T FOOTING FACE, M"Mt #5 L ALT. BAR @ 12" o T, k PROTECT OPEN END I PROTECT OPEN END `Z 10" rrY M w rr w Y < -6" < 4"0 BLOCKOUT L M C[ cf) LL < I 0 w w z z �- Y < 0 CL W W CQ C) z;, _j w _j CE f 1� R-1 Q_ 04�1, x q #5 @ 12 EF 2)-3)p #5 @ 12 EF MR, 'Um -15 0 12" EF cl: F- #5 @ 18" EF �—#5 @ 12" EF z':---#5 @ 18" EF #5 @ 12" EF--Lj \—\�:--#5 @ 12- EF REBAR - PANELS 3 & 4 Scale: 3/8"=1'-0" \PC -3 @ 12" EF 45 @ 18" EF rUB OUT #5 R INES OF ADJA( FLOOR SLAE #5 @ 12"EF #5 @ 18" EF�J7, REBAR -PANEL 2 Scale: 3/8"=1'-0" BEND REINFORCEMENT AROUND BLOCKOUT----- TOP - PANEL 10 #5 @ 12" EF #5 @ 18- EF -5 @ 18" BOTTOM FACE #5 TOP BAR EF �:;-#5 @ 12" EF loft ,#5 @ 18" EF 3'-11" FOOTING SLAB - PANELS 6 rD Scale: 3/8"=1'-0" \,PC - TOP FACE #5 EDGE BAR —#5 @ 18" #5 TOP BAR EF #5 TOP BAR EF #5 @ 12 EF —#5 0 12" EF 10" y_ @ 18" EF #5 @12" EF #5 L BAR 0 12" HOOKED ENDBENDREBAR #5 L ALT. BAR @ 12" NF CoCJ U Co L ALT. CM C3 9 coo oJ'06 9 .. C? #5 L ALT. BAR @ 12- < AWAY FROM FUTURE ANCHOR #5 BAR 0 12" u" 2 n4111 BOLT LOCATIONS FROM CUT OUT, EF MOUNT FLUSH TO SPLICE COUPLING, ro MOUNT FLUSH TO #5 @ 18" EF #5 @ 18 EF C) Q FOOTING FACE, S), T FOOTING FACE, M"Mt #5 L ALT. BAR @ 12" o T, k PROTECT OPEN END I PROTECT OPEN END `Z 10" rrY M w rr w Y < -6" < 4"0 BLOCKOUT L M C[ cf) LL < I 0 w w z z �- Y < 0 CL W W CQ C) _j w _j CE f 1� x q ........... W-610 FOOTING SLAB - PANELS 6 rD Scale: 3/8"=1'-0" \,PC - TOP FACE #5 EDGE BAR —#5 @ 18" #5 TOP BAR EF #5 TOP BAR EF #5 @ 12 EF —#5 0 12" EF 10" y_ @ 18" EF #5 @12" EF #5 L BAR 0 12" HOOKED ENDBENDREBAR #5 L ALT. BAR @ 12" NF CoCJ U Co #5 L ALT. BAR @ 12" CM C3 9 coo oJ'06 9 .. C? #5 L ALT. BAR @ 12- < AWAY FROM FUTURE ANCHOR #4 HOOP 2- OFFSET 0*) #5 SPLICE COUPLING, 'v BOLT LOCATIONS FROM CUT OUT, EF MOUNT FLUSH TO SPLICE COUPLING, ro MOUNT FLUSH TO #5 @ 18" EF #5 @ 18 EF C) Q FOOTING FACE, S), 1 FOOTING FACE, 1 #5 L ALT. BAR @ 12" o T, k PROTECT OPEN END PROTECT OPEN END V-10" 10" rrY M w rr w Y < -6" < 4"0 BLOCKOUT L M C[ cf) V 'A " #5 @ 18" EF #5 @ 18" EF 2p rb 0 14 3 - EF 0 U #5 @ 12- EF SECTION O SECTION / G Scale: 3/8" = 1'-0" Scale: 3/8"=1'-0" BLOCKOUT 4'-1 7)1 BLOCKOUT FOR PANEL 10 ONLY SEE DETAIL r_E_'� c* #5 TOP PAD r , 1-2'-10" _37,, 3 8 DETAIL -PANEL 9 L DETAIL - PANEL 10 M Scale: 3/8" = 11-011 \PC -3 t Scale: 3/8" = V -O" #5 @ 18" EF #5 @ 12" EF #5L BAR @ 1 SECTION N Scale: 3/8" = V -O" \,.PC -3 ��#5 @ 18" EF #5 @ 12- EF SECTION H Scale: 3/8"=1'-0" \, -PC-3j _—#5 SPLICE COUPLING, MOUNT FLUSH TO FOOTING FACE, OPEN END 31 #5 @ 18" EF #5 @ 12 EF SECTION K7� Scale: 3/8" = 1'-0" VC -3 NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS __ �.8-�l � P 11�s� oD 1(o CCO rl_ C: co� m(o < cco 0) w C, �00 0) Co Cb Co Woco OC.0 C) 0 Jil Z3 cc fr CoCJ U Co #5 TOP BAR EF CM C3 9 coo oJ'06 9 .. C? < Lo #5 @ 12- EF 'v 101) 0514 #5 @ 18" EF C) Q III S), 1 3 1 #5 L ALT. BAR @ 12" o T, k #4 HOOP 2- OFFSET FROM CUT OUT, EF 4"0 BLOCKOUT < rrY _—#5 SPLICE COUPLING, MOUNT FLUSH TO FOOTING FACE, OPEN END 31 #5 @ 18" EF #5 @ 12 EF SECTION K7� Scale: 3/8" = 1'-0" VC -3 NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS __ �.8-�l � P 11�s� oD 1(o CCO rl_ C: co� m(o < cco 0) w C, �00 0) Co Cb Co Woco OC.0 C) 0 Jil Z3 cc fr CoCJ U Co U- R < Q 0 coo < CM C3 9 coo oJ'06 9 .. C? < Lo w C) Q III < 1 3 1 w 0 U) < rrY M w rr w Y < cc < m M C[ cf) LL < I 0 w w z z �- Y < 0 CL W W CQ C) _j w _j CE V-4 SHEET NO. E3 OF Gp 71 r—_X---:1 #5 BAR 18" LONG, TYP. SIDE VIEW DETAIL - PANEL ANCHOR TYPE Al Scale: 1 1/2" = 1'-0" 6933» 38„ V-68» ------------, I I =t I I I i I 12" TOP VIEW ^ CRETE BLOCKOUT AREA INSERT PANEL 9 ANCH INTO PANEL 5 COUPLI 2"X2" DEEP GROUT POCKET RE TYPICAL VERTICAL JOINT ON PANEL WALL ti 2"X2" DEEP GROUT POCKET FOR PANEL CLOSURE TYPICAL PANEL END DETAIL- PANEL 10 D Scale: 1 1/2" = 1'-0" PC -4 FOR PARTt SIDE VIEW DETAIL - PANEL ANCHOR TYPE A2 Scale: 1 1/2" = 1'-0" NOTE: BLOCKOUTS TO BE FORMED WITH CLEANLY CUT STYROFOAM BLOCKS ANCHORED ON FORM WALLS FIELD DRILL & SET , ANCHOR COUPLING316' �4 REFER TO DETAIL B FOR DESCRIPTION OF PC -4 PARTS AND REMAINING DIMENSIONS 1`0100 N -- ,v; va -' --GROUT POCKET DETAIL - PANEL 9 ANCHOR rF Scale: 1 1/2" = 1'-0" PC. DETAIL - PANEL 10 ANCHOR Scale: 1 1/2" = 1'-0" D DRILL & SET flOR COUPLING T POCKET 13» 7 » 1 » 416 516 22 N CONCRETE - - BLOCKOUT AREA I 1'-6� 6" l 3$" .} TOP VIEW SIDE VIEW DETAIL - PANEL ANCHOR TYPE B Scale: 1 1/2" = 1'-0" GATE OPERATOR LINE SHAFTS 125» ,,.:.;-216" TOP - PANEL 10 15» 1116 --BLOCKOUT FOR SLIDE GATE LINE -- Fol SHAFTS, CHAMFER ALL CORNERS '"00 N TRIM BAR TO CLEAR T BLOCKOUT #5 BENT BAR EF s' z DETAIL - PANEL 10 E Scale: 3/8" NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS w,s w:m U 0) T of'° COT 60? (D Co 0 m W o �> a) U Cf)� So w� -aq) lco Um C op O CDT O O I-- rCL t�0 C 0 .Q 0 C 0 .N 0 0 z CC m a 931* 61)3„ 38" 1,_68» oei0UQ�0 of 0 Lo 2�Xr SQUARE WASHER --_________ J_ CONCRETE BLOCKOUT AREA Q CL I �'- U I 12" w y 2"X20 GA. STEEL TUBING, TYP. w CONCRETE 3,/4"X9» LONG STEEL BOLT; 4�"X rSTEEL BLOCKOUT CADMIUM PLATED, TYP. STRAP, TYP. AREA, TYP. d TOP VIEW Co r—_X---:1 #5 BAR 18" LONG, TYP. SIDE VIEW DETAIL - PANEL ANCHOR TYPE Al Scale: 1 1/2" = 1'-0" 6933» 38„ V-68» ------------, I I =t I I I i I 12" TOP VIEW ^ CRETE BLOCKOUT AREA INSERT PANEL 9 ANCH INTO PANEL 5 COUPLI 2"X2" DEEP GROUT POCKET RE TYPICAL VERTICAL JOINT ON PANEL WALL ti 2"X2" DEEP GROUT POCKET FOR PANEL CLOSURE TYPICAL PANEL END DETAIL- PANEL 10 D Scale: 1 1/2" = 1'-0" PC -4 FOR PARTt SIDE VIEW DETAIL - PANEL ANCHOR TYPE A2 Scale: 1 1/2" = 1'-0" NOTE: BLOCKOUTS TO BE FORMED WITH CLEANLY CUT STYROFOAM BLOCKS ANCHORED ON FORM WALLS FIELD DRILL & SET , ANCHOR COUPLING316' �4 REFER TO DETAIL B FOR DESCRIPTION OF PC -4 PARTS AND REMAINING DIMENSIONS 1`0100 N -- ,v; va -' --GROUT POCKET DETAIL - PANEL 9 ANCHOR rF Scale: 1 1/2" = 1'-0" PC. DETAIL - PANEL 10 ANCHOR Scale: 1 1/2" = 1'-0" D DRILL & SET flOR COUPLING T POCKET 13» 7 » 1 » 416 516 22 N CONCRETE - - BLOCKOUT AREA I 1'-6� 6" l 3$" .} TOP VIEW SIDE VIEW DETAIL - PANEL ANCHOR TYPE B Scale: 1 1/2" = 1'-0" GATE OPERATOR LINE SHAFTS 125» ,,.:.;-216" TOP - PANEL 10 15» 1116 --BLOCKOUT FOR SLIDE GATE LINE -- Fol SHAFTS, CHAMFER ALL CORNERS '"00 N TRIM BAR TO CLEAR T BLOCKOUT #5 BENT BAR EF s' z DETAIL - PANEL 10 E Scale: 3/8" NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS w,s w:m U 0) T of'° COT 60? (D Co 0 m W o �> a) U Cf)� So w� -aq) lco Um C op O CDT O O I-- rCL t�0 C 0 .Q 0 C 0 .N 0 0 z CC m a m m>3Rs � U d W N 0 0z O Q C) N oOo0 () oei0UQ�0 of 0 Lo (jr) J_ Q CL �'- U W p w p w U LL O C C/) Y d C/) Co J LLW o w z > I= CL U W C/) W Q U U _I W _3 0[ LL SHEET NO. OF 4 �■ �0 ;�A �. WEIF S' GRA SEE PLAN - BARSCREEN AND WALKWAY, Scale: 3/8"=V-0" ALL W kNNEL 3'-0" E. SIDE WEIR OVERPOUR PLATE----. _ _ l '-11$" W. SID SEE SECTION C 1 MT -6 `—e '4 Nr. 0 GALVANIZED 5"x3"x3/8" - ANGLE FOR END WALL SUPPORT SEE DETAIL rB °•, MT -3 ELEV. 389.00 GALVANIZED 6"x10"x1 /2" STRUCTURAL TUBING BEAM SEE DETAIL B MT -3 SECTION - BARSCREEN END WALL SUPPORT GALVANIZED BAR GRATING WALKWAY 3'-0" Scale: 3/8"=1'-0" mi SECTION - BARSCREEN BEAM SUPPORT & GIRDER/ C 1 GALVANIZED BAR GRATING ACCESS WALKWAY Scale: 3/8'=V-0" 3'-0" GALVANIZED 6%8%1/4" STRUCTURAL TUBING BEAM SEE DETAIL B MT -4 WALKWAY BEAM & KNEE BRACE SUPPORT SEE DETAIL B MT -4 PRECAST WEIR STRUCTURE PANEL BAR SCREEN PANEL SEE DETAIL A T-5 1.7 ELEV. 392.00 0)T- 2(p H LLR N Q CD o o � O Q V N o p z m m 0 ii U c0 o o p � U� GALV. 5"x5"x3/8"TRIMMED L 0 SEAT ANGLE SEE DETAIL D E2 �c 1� MT -3 0) Co W O .� _(D V U ZM W 7Z3 I— �Cp U0 o� TT CL ELEV. 392.00 NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS SECTION - WALKWAY SUPPORT r D Scale: 3/8"=1'-0" 10 i1 i2 13 14 15 T i, 18 19 I 2i 22 23 24• 25 2& 27 28 29 0 OD N W U O ml C O .Q U N N 0 C O S2 g Crro� a �N CD H LLR N Q CD o o � O Q V N o p z m m 0 ii U c0 o o p Q Lo z I n- I— 0- W � Q w LL J U) yIr W � Q 'S 0- Q m o6 LL Q O z w Y U wCc U fr U Q J ........ 4 - I" i )�� F-4 10"i o) 75 tz J SHEET NO. muo� OF KNEE BRACE TOP PLATE SEE DETAIL 6"x10"x1 /2" STRUCTURAL TUBING BEAT` 4"x4"x1 /4" STRUCTURAL TUBING KNEE BRACE -2 - - RDER TOP'PLATE I DETAIL E MT - '6x16 GIRDER 1/2" S.S.CARRIAGE BOLT, NUT &WASHER, 2 EA. GIRDER PLAN - BARSCREEN KNEE BRACE & GIRDER�� BAR GRATING WALKWAY 4"f DRY PACK MORTAR KNEE BRACE TOP PLATE SEE DETAIL D T MT -2 21 a �d "x5" EMBEDMENT LENGTH S.S. EXPANSION ANCHORS, 4 EA Q 4"x4"1 4" STRU( XL - TUBING Loa a N 3/4-0 HOLES, 4 PLACES 3/8" PLATE 4 4"x4"x1 /4" STRUCTURAL TUBING Scale: 1-1/2"=1'-0" 2' 5"' 6" 23" d' 43"± DRY CK MORTAR DETAIL - KNEE T BRACE TOP PLATE B Scale: 3"=1'-0" MT -2 0 RDER BASE PLATE SEE DETAIL F T 2"x2"x1 /4" L /-6"x10"x1 /2" STRUCTURAL TUBING FOR BEAM SEE DETAIL C MT -2 GIRDER TOP PLATE SEE DETAIL E W6x16 MT -2 ASF\ � Tp -1/4" PLATE FOR BEAM SADDLE SEE DETAIL G: T-, 4"x4"x1 /4" STRUCTURAL k TUBING BOTTOM PLATE SEE DETAIL G T - SECTION - BARSCREEN KNEE BRACE & GIRDER B - Scale: 1-1/2"=1'-0" MT -2 /4"x2" BAR ENTIRE _ENGTH OF GIRDER FOP FLANGE 3x16 5/8"x1 I" SECTION - GIRDER H Scale: 3" = 1'-0" MT -2 1j" STD. PIPE INSERT 6"x10"x1 /2" STRUCTURAL TUBING BEAM 6"x8"x1 /4" STRUCTURAL NOTE: 6 REQUIRED TUBING FOR BEAM NOTE: 8 REQUIRED — DETAIL - WALKWAY BEAMDETAIL - BARSCREEN BEAM PIPE INSERT FOR HANDRAIL,(T"'PIPE INSERT FOR HANDRAILKK Scale: 3"=1'-0" WT -21 Scale: 3"=1'-0" MT -2 4BARSCREEN SEAT SEE DETAIL MT -3 -1 /2"x4" EMBEDMENT LENGTH S.S. EXPANSION ANCHORS, 2 EA BASE PLATE SEE DETAILKF MT - W6x16 DETAIL - GIRDER TOP PLATE Scale: 3"=1'-O" Wk 5/8"x1 J" SI 1/4" PLATE FOR BEAM SADDLE moils - - - - - - - - - - - f� I" TURN BUCKLE NOTE: 14 RAIL POST AND 13 RAIL { CHAINS ARE REQUIRED (I 4'-0" TYPICAL jEXCEPT AT 1'-6" { 1-1 /4"SOLID ROUND CHAMFER END DETAIL - REMOVABLE HANDRAIL Scale: 1"=1'-0" ti STRUCTURE 1» " GALVANIZED CHAIN --j" GALVANIZED HALF RING SAFETY HASPE —11" STD. GALVANIZED STEEL PIPE 00 1 1„ 21» 1l„ 2 2 8„ DETAIL - GIRDER BASE PLATE F Scale: 3"=1'-0" MT- NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS 15 16 17 1 5/8"0 SLOTS, 4 PLACES 2)) � 1 t LEDGE OF PRECAST PANEL 71 4"x4" x1/4 ff } STRUCTURAL TUBING s t i 3/8" PLATE �3» ra `t 7511 TOP VIEW n o Q a. 1/2"x4" EMBEDMENT LENGTH S.S. EXPANSION ANCHORS, 2 EA 1/2"x4" EMBEDMENT LENGTH S.S. EXPANSION ANCHORS, 2 EA 4"x4"x1 /4" STRUCTURAL TUBING 3/8" PLATE --\ F F N� 3"+ nRY SIDE VIEW FRONT VIEW DETAIL - KNEE BRAC G BOTTOM LATE Scale: 3"=1'-0" WT-2j, Lu 0 2 0 U T CU o c� Corn to Qcoop ND 0) m W `* U r:S W ��' co C) 000 Voco 0 vj o� T� m 0 .Q U 0 0 0 15 0 4"x4"x1 /4" STRUCTURAL U— TUBING v Mfd- N �5/8" 0 6' SLOTS a SHEET NO. UVLJ'To' OF P!4 5A 6 �i z° CC ��7- m�Qoo oo 0 cc �Q To Z6 o a Q V UL00 Q L I U � n ) Cc W (r O H CLi2 Cc jr V C m Cr W LL W W O cc _z Y U) U w Cc W Q U m J 2 4"x4"x1 /4" STRUCTURAL U— TUBING v Mfd- N �5/8" 0 6' SLOTS a SHEET NO. UVLJ'To' OF P!4 5A 6 C2A . 2"x2%1/4"L MOUNT WITH a"x2 EMBEDMENT LENGTH S.' EXPANSION ANCHORS AT 18" O.0 TRIM BOTTOM LEG OF 2"X2"Xi" LTO CLEAR GIRDERS WHERE THEY OCCUR BARSCREEN WALKWAY -2"x2"x1 4" L SEE SECTION B MT -3 BEAM HAN 5"x3%3/8"L MOUNT WITH 1/2"X4" EMBEDMENT LENGTH S.S. EXPANSION ANCHORS AT 15" O.C. 5/8"X1 1/2- SLOTS —5"x3"x3/8" L SEE SECTION B MT -3 C�(`Tl�lni QADC("NDEEKI Enin IAiAI 1 01 inner -n -- Scale: 1 1/2" = 1'-0" u W6x16 GIRDER -5 REQD. SEE DETAIL A MT -2 SCREEN PANEL 5"x5"x3/8" L FOR / BARSCREEN SEAT SEE DETAIL m STRUCTURE SYMMETRIC ABOUT CENTERLINE NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS GENERAL NOTES 38" 6$" T o c4 4%4%3/8" L CUT TO 0)(0 �v0 LENGTH n� SHOWN AT LEFT � CUT OFF FLANGE TO @ MATCH 6%4%3/8L j"O HOLES, 5 PLACES @ ; @ 6"x4"x3/8" L CUT TO LENGTH SHOWN ABOVE V, 4" _I 4" 1" NOTE: 2 REQUIRED, ONE lo» AS SHOWN AND ONE MIRROR IMAGE FRONT VIEW SIDE VIEW DETAIL - BARSCREEN BEAM HANGEPrC' 0 5" EMBEDMENT JGTH S.S. CHORS, TYP Scale: 3" = 1'-0"r t, NIT -3 q ELEV. 5"6"0/8"L TRIMMEDk TO DIMENSIONS SHOWN £z� 1 /2" Ox6" ANCHOR �, 4 � l @ 18 O.C.is z DETAIL - BARSCREEN SEAT ANGLE D Scale: 3" = 1'-0" MT -3 1. CONCRETE ANCHORAGE DEVICES SHALL BE INSTALLED IN THE CONCRETE AS SHOWN ON THE PLANS SO THAT THE ATTACHED ITEMS WILL BEAR FIRMLY AGAINST THE CONCRETE OR BE SUPPORTED BY TRUING NUTS WITH DRY PACK MORTAR APPLIED UNDER THE BEARING PLATE. THE CONCRETE ANCHORS FOR MOUNTING SHALL BE HILTI KWIK BOLT 3 #316 STAINLESS STEEL, DIAMETERS AS SHOWN, OR APPROVED EQUAL. 2. GENERAL - THE WORK INCLUDED HEREIN SHALL CONFORM TO SECTION 75 - "MISCELLANEOUS METAL" OF THE STANDARD SPECIFICATIONS. THIS WORK SHALL CONSIST OF FURNISHING ALL LABOR, TOOLS, EQUIPMENT AND MATERIALS NECESSARY FOR THE INSTALLATION OF ALL . REINFORCING STEEL, STRUCTURAL STEEL AND MISCELLANEOUS METAL AS SHOWN ON THE PLANS AND SPECIFIED HEREIN AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT AND PERFORM ALL OPERATIONS REQUIRED TO FURNISH AND INSTALL, COMPLETE, ALL MISCELLANEOUS METALWORK, AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 3. QUALITY CONTROL - ALL ITEMS SPECIFIED HEREIN SHALL BE OF THE SIZES, SHAPES AND MATERIALS AS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS IMPAIRING STRENGTH, DURABILITY AND APPEARANCE, SHALL BE OF THE BEST COMMERCIAL QUALITY FOR THE PURPOSES SPECIFIED AND MADE WITH STRUCTURAL PROPERTIES TO WITHSTAND ALL STRESSES AND STRAINS TO WHICH THEY NORMALLY WILL BE SUBJECTED. ITEMS FURNISHED, UNLESS OTHERWISE SPECIFIED, SHALL BE STANDARD APPROVED PRODUCTS OF RECOGNIZED MANUFACTURERS AND FABRICATED IN ACCORDANCE WITH THE BEST SHOP METHODS. ALL INCIDENTAL ITEMS AND ACCESSORIES NOT SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN, BUT WHICH ARE REQUIRED TO FULLY CARRY OUT THE SPECIFIED INTENT OF WORK, SHALL BE FURNISHED WITHOUT ADDITIONAL COST. WELDING SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AS ISSUED BY THE AMERICAN WELDING SOCIETY. ALL FIELD WELDING SHALL BE DONE BY AN ELECTRIC ARC METHOD USING COATED ELECTRODES. ALL FIELD AND SHOP WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED UNDER THE STANDARD QUALIFICATION PROCEDURE OF THE AMERICAN WELDING SOCIETY. 4. SHOP DRAWINGS AND MILL REPORTS - SHOP DRAWINGS OF ALL FABRICATED UNITS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE OWNER RESERVES THE RIGHT TO REJECT ANY MATERIAL AT ANY TIME BEFORE FINAL ACCEPTANCE OF PROJECT WORK, IF, IN THE OPINION OF THE ENGINEER, THE MATERIALS AND WORKMANSHIP DO NOT CONFORM TO ANY OR ALL REQUIREMENTS OF THE SPECIFICATIONS. 5. MISCELLANEOUS METALWORK - THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MISCELLANEOUS METALWORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. INCLUDED ARE THE FOLLOWING: (A) ALL ANCHOR BOLTS, NUTS AND WASHERS (B) ALL EMBEDDED STRUCTURAL OR FABRICATED STEEL MEMBERS (C) ALL STEEL PIPE HANDRAIL (D) ALL FABRICATED STEEL BARSCREENS. (E) ALL OTHER MISCELLANEOUS METALWORK INCLUDING CONNECTIONS AND MISCELLANEOUS HARDWARE NOT SPECIFIED ELSEWHERE IN THESE SPECIFICATIONS. SEE SHEET MT -4 FOR CONTINUATION OF NOTES CU0) T o c4 0)(0 �v0 n� 01 m � m W o U 220 0 E)cozM I op _(o 0 o0 T �L m SHEET NO. 19'7E3 OF 6 I m 0 I o Z N o LL N 0 g m m Ug o o fr a o (o C, 0 QU LLU p IZ U Q W r LL (n Y Q cc W W Q m rr J W W O z W Y U w C1 U J J SHEET NO. 19'7E3 OF 6 It SEE DETAIL t I-'L.KIV - VVALr\VVAY 5UFFUH 15 H �� MT -4 Scale: 1 1/2" = 1'-0" MT -4 m w Z, • Y C-1 L'"..O".A IAff c --mi in -n in A I 42A '4" NUT 2" IN OM EACH END EACH �LKWAY BEAM ASE THREADS TER GALVANIZING I "--3/4" BOLT & WASHER DETAIL H Scale: 3=1'-O" MT -4 ?IGHT BEAM HANGER 3EE DETAIL F MT -4 6"x6"x3/8" L CUT ON ANGLE 5/8"0 HOLES, 2 PLACES 1 V1/ . I — . . 1/2"x4" EMBEDMENT LENGTH S.S. EXPANSION ANCHOR, TYP LOT FRONT VIEW vo DETAIL - WALKWAY RIGHT BEAM HANGER 1/2 $1 x5" EMBEDMENT LENGTH S.S. EXPANSION ANCHORS, 4 EA m GALV. BAR GRATING — \SEE DETAIL B T-5 _.. ,.PLATES– �=� C D 4"x4"x1 /2" STRUCTURAL 6" TUBING 24 3x3 x1 /4 STRUCTURAL x x`; TUBING .1/2"x4" EMBEDMENT LENGTH 3"± DRY 1 S.S. EXPANSION ANCHORS, 4 EA 4 3' PACK MORTAR -12 SECTION - WALKWAY KNEE BRACE B Scale: 1 1/2" = 1'-0" MT -4 SECTION (ALONG FACE OF STRUCTURE) - WALKWAY BEAM SUPPORT Scale: 1 1/2" = 1'-0" 3/8" STEEL - PLATE MI't I� I � I 4 4 -L 8" DETAIL- KNEE BRACE TOP PLATE KC Scale: 3" = 1'-0" MT -4 . .. c /off, i Inl c -c - CN Scale: 3'=1'-O" 1/2"x4" EMBEDMENT LENGTH S.S. EXPANSION ANCHOR, TYP SLOT TOP VIEW 1/4" PLATE 6"x6"x3/8" L CUT ON ANGLE 5/8"0 HOLES, 2 PLACES 1?» 1'» 6J'� 4 r� _ FRONT VIEW DETAIL - WALKWAY LEFT BEAM HANGER E Scale: 3'=1'-0" MT -4 0 N U 0 W U0 T C) Corn �jQo L � CLS CD Co \.=J UJI o T U �M W CO �cp O' �Eco �C 00 T T� a m �-- 2"x2"x1 t GENERAL NOTES, CONTINUED FROM MT -3 I 4p 24" 4' 6. MATERIALS - MATERIALS SHALL BE IN CONFORMANCE WITH THE FOLLOWING REQUIREMENTS: 0 �- N F- LL N N O 6» 0 > m Co QOD U g m 4 U� U DIP GALVANIZED. BREATHING HOLES REQUIRED FOR GALVANIZING SHALL BE PLUGGED WITH RUBBER PLUGS. DETAIL - KNEE Z --� CL o (B) UNLESS OTHERWISE SPECIFIED, ALL STEEL PIPE SHALL BE STANDARD STEEL PIPE IN CONFORMANCE WITH ASTM ¢ U ti U o A120, SCHEDULE 40 OR 80, GALVANIZED AS SPECIFIED OR INDICATED ON THE DRAWINGS. Lo L� 2 Scale: 3" = 1'-0" MT -4 LL (C) ALL BOLTS AND NUTS, UNLESS OTHERWISE SPECIFIED, SHALL BE IN CONFORMANCE WITH ASTM A307. ALL BOLTS Lv F- 0 w O W CL U) w W � m < C/)Q ,r Q Q LL 0 w 7. THE ASSEMBLING, INSTALLING AND CONNECTING OF METALWORK SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND � J � t -n 6' 1/4" U w Q cam. FOR c THOROUGHLY CLEANED OF ALL DIRT, GREASE AND OTHER FOREIGN SUBSTANCES BEFORE THE CONCRETE IS PLACED. U 8. FABRICATION AND INSTALLATION -- UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS, ALL EMBEDDED METALWORK SHALL BE SET ACCURATELY IN POSITION WHEN CONCRETE IS PLACED AND SHALL BE SUPPORTED RIGIDLY TOtN^ �-- 2"x2"x1 /4"L GENERAL NOTES, CONTINUED FROM MT -3 I 4p 24" 4' 6. MATERIALS - MATERIALS SHALL BE IN CONFORMANCE WITH THE FOLLOWING REQUIREMENTS: �- 6» 6"x8"x1 /4" (A) UNLESS OTHERWISE SPECIFIED, STRUCTURAL STEEL SHALL BE IN CONFORMANCE WITH ASTM A36 AND SHALL BE HOT U� STRUCTURAL DIP GALVANIZED. BREATHING HOLES REQUIRED FOR GALVANIZING SHALL BE PLUGGED WITH RUBBER PLUGS. DETAIL - KNEE --� TUBING FOR BEAM (B) UNLESS OTHERWISE SPECIFIED, ALL STEEL PIPE SHALL BE STANDARD STEEL PIPE IN CONFORMANCE WITH ASTM BRACE BOTTOM PLATE D --� A120, SCHEDULE 40 OR 80, GALVANIZED AS SPECIFIED OR INDICATED ON THE DRAWINGS. L� Scale: 3" = 1'-0" MT -4 (C) ALL BOLTS AND NUTS, UNLESS OTHERWISE SPECIFIED, SHALL BE IN CONFORMANCE WITH ASTM A307. ALL BOLTS N AND NUTS AND OTHER THREADED FASTENERS, IF NOT SPECIFIED TO BE STAINLESS STEEL, SHALL BE GALVANIZED. �'•-� (D) GALVANIZING SHALL BE IN CONFORMANCE WITH ASTM A93, ASTM A123 AND ASTM A153. ,r 7. THE ASSEMBLING, INSTALLING AND CONNECTING OF METALWORK SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND t -n 6' 1/4" PLATE FORMED DONE IN A WORKMANLIKE MANNER. THE SURFACES OF ALL METALWORK TO BE IN CONTACT WITH CONCRETE SHALL BE cam. FOR SADDLE THOROUGHLY CLEANED OF ALL DIRT, GREASE AND OTHER FOREIGN SUBSTANCES BEFORE THE CONCRETE IS PLACED. o 8. FABRICATION AND INSTALLATION -- UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS, ALL EMBEDDED METALWORK SHALL BE SET ACCURATELY IN POSITION WHEN CONCRETE IS PLACED AND SHALL BE SUPPORTED RIGIDLY TOtN^ PREVENT DISPLACEMENT OR UNDUE VIBRATION DURING OR AFTER THE PLACEMENT OF CONCRETE. WHERE METALWORK IS TO `" BE INSTALLED IN RECESSES IN FORMED CONCRETE, SAID RECESSES SHALL BE MADE, METALWORK INSTALLED AND RECESSES SHEET NO. FILLED WITH DRY -PACK MORTAR. ALL ANCHOR BOLT ASSEMBLIES SHALL BE IN ACCORDANCE WITH DETAILS SHOWN ON THE NOTE: CONTRACTOR TO INSTALL DRAWINGS. METALWORK WITH DAMAGED GALVANIZED SURFACES SHALL BE EITHER REPAIRED OR REPLACED AT THE OP11ON OWNER FURNISHED ITEMS �OF 101 THE ENGINEER, AND AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF GALVANIZED SURFACES SHALL BE AFFECTED Ll --6' WITH GALVANOX REPAIR COMPOUND, AS MANUFACTURED BY SUBOX, INC., OR AN APPROVED EQUAL. OF 9. THE SUPPLIER IS TO PROVIDE ALL EXPANSION ANCHORS, BPOLTS, NUTS AND WASHERS WITH A 10% OVERAGE. �} G • U" � 5A 6�. 10 11 12 1 3 14 15 16 77 13 T 20 ?_1 22 23 24 25 26 27 28 29 30 D MT -5 n � A TYF „ K NTU GF 18 _ 19 SPACES @ 3" O.C. = 4'-9" 18 I_ 4'-114„ SIDE VIEW TOP VIEW NOTES: BARSCREENS TO BE HOT DIP GALVANIZED AFTER FABRICATION. CLOSE ALL OPEN TUBE ENDS, PLUG BREATHER HOLES AFTER GALVANIZING. SIX (6) EACH AS SHOWN DETAIL - BARSCREEN PANEV A Scale: 1" = 1'-0" MT -5 1/2 Z 91 — 3/8"x1 1/2" BARS, TYP. 12" DETAIL -BAR END D Scale: 3"=1'-0" MT -5 3 ONE (1) SET AS SHOWN DETAIL - ACCESS WALKWAY B Scale: 1" = 1'-0" MT -5 10 i i'2 1'3 1'4 BAR GRATING 2"X3 1-3/16" SPACIN( 4" CROSS DED CUTOUT FOR BYF GATE CONTROL SF )ED WITH J" STRAP. DIP GALVANIZED UTSIDE OF PANEL EDGES. BAR GRATING 2-X3/16"@ 1-3/16" SPACING WITH 4" CROSS BARS 2'-84» i EAST SIDE OF LOW WATER INTAKE DETAIL - BARSCREEN WALKWAY Scale: 1"=1'-0" Q w 2'_83" 2'_843„ WEST SIDE OF LOW WATER INTAKE DETAIL - BARSCREEN WALKWAY Scale: V=1' -O" NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS 'PIS- l't 0!IA a s_ 0 N W 0 m �i T 0 p Cj0� o w m� rno Q� -� 8 Co n� 00 �J Lu o r g � U �� 01 W� �o a Co Co UJ � 0 04 r T m p 6 z CE: �~ o o m o 0 0 Q Co Q U C) o Q o m Z Co ai C?o O � O is a Q Q 8 ii( -5 p Q L0 2 LL� i� U Co C) W J W 0 Q LL W W C Q W rr < z m IrW OW _z U I U Qw a m U J SHEET NO. lJ1JL1 LJ a,� OF 6 7r r- cv W" (6 N ____.____._________ .__________.__..____ 5/16 PLATE .. 4"x3"x5 16" FIELD CAULKING ' ' ANGLE 5/16"x2" EMBEDDED CENTERED N ON BOTTOM FLANGE 0 ---------------- y J" X2" VERTICAL SLOT 1 fCo � Co Cp # j # �� ` r o) CO °° i 8Y§ Q ago _0C�O ' C D SEE DETAIL s i i CU �u- T-6 VARIES, SEE PLAN f SECTION - WEIR OVERPOUR PLATE C �� Co f Scale: 3"=1'_0" MT -6a w o - # T '-1_ I I ► 1 1 — 1--�------------------------------------------------- —— _------------ i i -------- _ — ----------- -- - - ----------- - — — — — — -----1 1 ► r------- # U r�i # 1 s ;'og DETAIL - TYPICAL WEIR OVERPOUR PLATE B # 1 ; I 1 # _oo MT - 4 1 ' Scale: 3/8"=1'-0" 6 f rl ! r # (0CL f #I ! a f 1 I o I I f �'� # I i 0) 5/16" PLATE CC N ( # < < WEIR PLATES TO BE ATTACHED-------- — _ / TO DOWNSTREAM SIDE OF WALL f I ; 4" 4 I # 1 � r # 1 1 LL 5. p 0 0 00 0 M aZi m0 o t � °D p o c� r i 1 I I I 1 n p Q (� #.L S» C) U c6 ______ ___________# —_-- _-------__---__--------_ f --__--------__ -------- E—E--(.}ETA�L — -- � ______ __ ____ �________ �... _ ___ 1 1 _______ 1 I , I 1 Lo ��--- 1 T - 1 Z '7 ; PLAN VIEW0 3» ' 8 811FIELD 1» 5/16» d. PLATE # fU �� f!, — , ;--------------- ----- # O I I # CAULKING �`� w U) r------------------------------------- II —< ------------- II _------------------- — — -- I I I ------- ------- »» » w 4X — — -- 3 X5/16 ANGLEILL CL cc �— 141 11) 4 1 # # j Iwn L 5/16» LAP PLATE V< W r r I # f ?v m Q Q SIDE VIEW 0 w ---� ------------------ -------------------- z DETAIL - WEIR OVERPOUR LAPS D Y W Scale: 3"=f -o" MT -6 U w W PLAN - WEIR OVERPOUR PLATES A Scale: 3/8"=1'-0" MT -6 v N o tt3 r NOTE: CONTRACTOR TO INSTALL SHEET NO. OWNER FURNISHED ITEMS IF 0 00 OF 5A 2 4 6 7 8 1'0 11 12 13 14 T 5 16 17 ? 8 t 9 20 21 22 23 24 25 28 27 2_3 29 30 'IT REMOTE OPE ONE FOR EA( SEE DETA REMOTE OPERATORS, ONE FOR EACH GATE ELEV. 401.00 3/8" S.S. EXPANSION ANCHORS (4 REQUIRED) -GATE OPERATOR LINE SHAFTS PARTIAL PLAN - WEIR STRUCTURE Scale: 3/8" = 1'-0" BEARING BLOCK SUPPORTS SEE DETAIL /�B Lo co m g Co C) U—Iw ' C) z CD _j w ) 0 15001T r n 16 < 4 Y T_ rr W < Co N < Q_ ui 0 M 19 41 LL 0 < W t 1 FLUSH BOTTOM SEAL Y ELEV. 392.00 w w �zmmo C) - --- ------- -- tr LO Co' co 00 Co y-- L------------------------------------------------ -0(0 ------------ 'K PARTIAL PLAN - WEIR STRUCTURE Scale: 3/8" = 1'-0" BEARING BLOCK SUPPORTS SEE DETAIL /�B ELEV. 400.00 9 WIDE fX 4' HIGH SLIDE GATE WITH TANDEM OPERATORS, 2 REQUIRED Lo co m g Co C) U—Iw U) C) z CD _j w ) 0 15001T r n 16 < Y T_ rr W < Co N < Q_ ui 0 M fr r LL 0 < W t 1 FLUSH BOTTOM SEAL Y ELEV. 392.00 w w �zmmo C) - --- ------- -- tr LO Co' co 00 Co y-- L------------------------------------------------ -0(0 ------------ ELEV. 400.00 9 WIDE fX 4' HIGH SLIDE GATE WITH TANDEM OPERATORS, 2 REQUIRED ELEV. 399.50 P, II II ELEV. 389.00 41 L"– – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – L . . . . . . . . . . . . . . . . . . . . . . . – – – – – – – – – – – – – – – – – – — – – – --- – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – - – – – --- – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – -- - - L – – – – – – – – – - - - - - - - - - < 18"x18" FABRICATED STEEL SLIDE GATE, 9'-0" 9'-0" FLAT-BACK MOUNT WITH EXTENDED FRAME AND 1:1 NUT NON -RISING STEM OPERATOR SEE DETAIL WEIR UPSTREAM ELEVATION f/-�B Scale: 3/8" = 11-011 4 ?7 1 I SLIDE GATE AND OPERATOR NOTES: 1. ALL STEEL ITEMS ARE TO BE HOT—DIP GALVANIZED. 2. ALL ANCHOR BOLTS, STUDS, NUTS AND WASHERS ARE TO BE #316 STAINLESS STEEL. 3. DIMENSIONS SHOWN ON BEARING SUPPORTS, SHAFT POSITIONS AND BOLT PATTERNS ARE TENTATIVE PENDING FINALIZATION ACCORDING TO THE GATE MANUFACTURER'S DESIGN. 4. ALL ANCHOR BOLTS FOR MOUNTING THE HARDWARE SHOWN HEREIN ARE TO BE SUPPLIED BY THE SLIDE GATE MANUFACTURER. 5. ALL GATE DRIVE SHAFTS ARE TO BE STAINLESS STEEL AND SIZED FOR TORSIONAL REQUIREMENTS. 6. GATE OPERATORS ARE TO FUSION EPDXY COATED. 7. GATE LEAF, FRAME, STEMS, OPERATOR POSITIONS ARE TO BE PER THE MANUFACTURER'S DESIGN. 8. GATES ARE TO BE FLAT—BACK DESIGN WITH FLUSH BOTTOM SEALS. ELEV. 401.00 ELEV. 399.50 ELEV. 400.00 9' WIDE X 4' HIGH SLIDE GATE WITH TANDEM OPERATORS, 2 REQUIRED BARSCREENS, NOT A 00 PART OF THIS CONTRACT Co ELEV. 392.00 Lo co m g Co C) U—Iw U) C) z CD _j w ) 0 15001T r n 16 < Y T_ rr W < Co N < Q_ ui 0 M fr LL 0 < W W FLUSH BOTTOM SEAL Y w w �zmmo C) tr LO Co' co 00 Co ELEV. 389.00 h -0(0 Co 'K -gym co o > 20 CD Cono wU M pp o(o (o Ec.)Im '_E O 0 -C CL . . . . . . . . . . . SECTION - GATE VIEW '0"64 S 1 - WG 0111 ELEV. 399.50 P, II II ELEV. 389.00 41 L"– – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – L . . . . . . . . . . . . . . . . . . . . . . . – – – – – – – – – – – – – – – – – – — – – – --- – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – - – – – --- – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – -- - - L – – – – – – – – – - - - - - - - - - < 18"x18" FABRICATED STEEL SLIDE GATE, 9'-0" 9'-0" FLAT-BACK MOUNT WITH EXTENDED FRAME AND 1:1 NUT NON -RISING STEM OPERATOR SEE DETAIL WEIR UPSTREAM ELEVATION f/-�B Scale: 3/8" = 11-011 4 ?7 1 I SLIDE GATE AND OPERATOR NOTES: 1. ALL STEEL ITEMS ARE TO BE HOT—DIP GALVANIZED. 2. ALL ANCHOR BOLTS, STUDS, NUTS AND WASHERS ARE TO BE #316 STAINLESS STEEL. 3. DIMENSIONS SHOWN ON BEARING SUPPORTS, SHAFT POSITIONS AND BOLT PATTERNS ARE TENTATIVE PENDING FINALIZATION ACCORDING TO THE GATE MANUFACTURER'S DESIGN. 4. ALL ANCHOR BOLTS FOR MOUNTING THE HARDWARE SHOWN HEREIN ARE TO BE SUPPLIED BY THE SLIDE GATE MANUFACTURER. 5. ALL GATE DRIVE SHAFTS ARE TO BE STAINLESS STEEL AND SIZED FOR TORSIONAL REQUIREMENTS. 6. GATE OPERATORS ARE TO FUSION EPDXY COATED. 7. GATE LEAF, FRAME, STEMS, OPERATOR POSITIONS ARE TO BE PER THE MANUFACTURER'S DESIGN. 8. GATES ARE TO BE FLAT—BACK DESIGN WITH FLUSH BOTTOM SEALS. ELEV. 401.00 ELEV. 399.50 ELEV. 400.00 9' WIDE X 4' HIGH SLIDE GATE WITH TANDEM OPERATORS, 2 REQUIRED BARSCREENS, NOT A 00 PART OF THIS CONTRACT Co ELEV. 392.00 NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS Lo co m g Co C) U—Iw U) C) z CD _j w ) 0 15001T r n 16 < Y T_ rr W < Co N < Q_ ui 0 M fr LL 0 < W W FLUSH BOTTOM SEAL Y w w �zmmo C) tr LO Co' co 00 Co ELEV. 389.00 h -0(0 Co 'K -gym co o > 20 CD Cono wU M pp o(o (o Ec.)Im '_E O 0 -C CL . . . . . . . . . . . SECTION - GATE VIEW '0"64 S 1 - WG NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS C 0 W N 0 C 0 Lo co m g Co C) U—Iw U) C) z o< _j w ) 0 15001T .2 0 OO 16 < Y T_ rr W < Co N < Q_ ui 0 M fr LL 0 < W W Y w w w C) tr LO Co' co 00 Co 2 -0(0 Co -gym co o > 20 CD Cono wU M pp o(o (o Ec.)Im O 0 -C CL C 0 W N 0 C 0 SHEET NO. Q4 OF 3 Lo co m g Co C) U—Iw U) C) z o< _j w ) 0 15001T .2 0 OO 16 < Y T_ rr W SHEET NO. Q4 OF 3 Lo z U—Iw < C) n _j w ) 0 _J LL U) cr a- < Y T_ rr W < > < Q_ 0 M fr LL 0 < W W Y w w w C) _j co _j 2 SHEET NO. Q4 OF 3 2:1 GATE OPERATOR WITH 1 ROTATION COUNTER AND SQUARE NUT FITTING, (2 REQUIRED) L071 LEVELING STUDS, NUTS AND WASHERS #316 STAINLESS 2:1 GATE OPERATOR WITH ROTATION COUNTER AND SQUARE NUT FITTING, (2 REQUIRED) UNIVERSAL JOINT, TYP. PACKING GLAND SIZED TO SHAFT WITH 6" STEEL SLEEVE, TYP. 1-1/2" MORTAR, TYP. A//FAI1-17W llkwhlo'f' I DRIVE SHAF STAINLESS 5/8-X4- EMBEDMENT Z�A3_11_11'2_0' W S.S. EXPANSION ANCHORS, (4 REQUIRED) DETAIL - REMOTE OPERATOR Scale: 3/4" = 1'-0" 3" PVC SLEEVES BY OTHERS, TYP. MIDDLE WAL NIVERSAL JOINT, TYP. IORTAR AS REQUIRED PACKING GLAND SIZED TO SHAFT STEEL SLEEVE AND MOUNTING PLATE SEALED BEARING AND HOUSING MOUNTED ON LEVELING PLATE, PROVIDE SLOTS FOR ALIGNMENT TOP VIEW - MIDDLE WALL MOUNT ME'gRING BLOCK C%1 lrnm^m_rf� SEE DETAIL i 5/8"X4" EMBEDMENT EXPANSION S.S. ANCHORS, TYP. -1 --- ____ __ FITTINGS AND BOOT COVER WITH S.S. STEEL CLAMPS, (8 REQUIRED) TOP VIEW - SLIDE GATES & REMOTE OPERATORS /A_1 BEARING BLOCK SUPPORTS, GATE MOUNTED Scale: 3/411 = 1'-0" 01 -BEARING BLOCK SUPPORTS SEE DETAIL / B rG- NOTE: CONTRACTOR TO INSTALL OWNER FURNISHED ITEMS 1 I FRONT VIEW - SLIDE GATE Scale: 3/4" = 1'-0" \,----GLAVANIZED STEEL FRAME AND LEAF WITH NEOPRENE RUBBER SEALS win 00 (N Lu I H I 2 Cm 0 9 Co 2 o cc M Co Ir !H 0) C Co Co MW Co < u - (o c Co Co W --till L_ CL C5 'm w zco —C CP Lx_� 0 0 0 0 0 0 2 (o U5 a a) C:) 0 CL w 0 0 0 10 ® 11 ® ® ® ® ® CC ® ® ® < w 0 0 0 0 CL I - m Er < LL < It w z w 0 w _j w Cl) _j _j 5 ir I FRONT VIEW - SLIDE GATE Scale: 3/4" = 1'-0" \,----GLAVANIZED STEEL FRAME AND LEAF WITH NEOPRENE RUBBER SEALS win m Z3 CD 0 (o cr )ERATED LIFT, EM FOR EACH )E OIL SEALS 00 (N Lu • 2 Cm 0 9 Co 2 o cc M Co Ir z in Q 0 0) C Co Co MW Co < u - (o c Co Co W 0 CL C5 'm w zco —C CP 0 CD 1 2 (o U5 a a) C:) 0 CL w n- m Z3 CD 0 (o cr )ERATED LIFT, EM FOR EACH )E OIL SEALS Cm 0 9 Co SIBLE 1 (4 EACH) o cc M Co 6 0 0 z in Q 0 -t5 < u - Lo 7: CL 0 C/) In _j 0 < U) CL w rr y 0 w CC y < w < CL I - m Er < LL < 0 w z w 0 w _j w Cl) _j _j 5 SHEET NO. 6�) ma OF 3 It -A 0m 3» -,00 1,— 3„ 4 491 - - - �- I � -1N I I O N I I I 3/4" H ni-d- Qo 3/4" PLATE SIDE VIEW N --� 11„ 8 —F3/4” GUSSETS, 2 PLACES DETAIL - OPERATOR BASE A Scale: 3/4" = V-0" WG -3 IM %CK MOUNT WITH CHORS AND MORTAR K9' GATE BOTTOM SEAL SECTION -WEIR C Scale: 3/4" = T-0" WG -3 HIGH DENSITY PLASTIC OR SEALED S.S BEARING AND HOUSING MOUNTED ON LEVELING PLATE, 2'—O8" PROVIDE SLOTS FOR ALIGNMENT 3/4" HOLES LEVELING STUDS, NUTS AND WASHERS #316 STAINLESS /"3/4" PLATE MOUNT TO TOP / AND SIDE OF GATE FRAME 3/4" PLATE 5/8"X4" EMBEDMENT 8" EXPANSION S.S. ANCHOR SIDE VIEW - WALL MOUNT END VIEW - WALL MOUNT BEARING BLOCK SUPPORTS B Scale: 1 1/2" = 1'-0" WG -3 ---TOP OF GRATING 3"X18" SQUARE STEEL NBRICATED SLIDE GATE IN ANCHORS DETAIL - SECTION BYPASS GATE Scale: 3/4" = V-0" WG -3 N W U a� 2 C] s U T _'co: C° rnoCb Cb oft Co W o •j UC �00 W �(Co) Co T c0 C VJ I m rz 0 .Q U 0 0 SHEET NO. � )\MQ OF 3 I d 0 Z 9 N o Co 0Q O 00 Omm 0M zap m m oola?0 a p Q U u U q ,Q,^ uJ 2 U W J w O Q �fr 0- W W r Q 0- �— m rr Q LL W ° z W a U w U J _J 2 SHEET NO. � )\MQ OF 3 PLACE NO ROCKS BOULDERS IN CAE 3'-0» NOT A PART OF _ / THIS CONTRACT CONCRETE FOOTING ( FLOATING AERATOR ANCHORED TO AT LAKE BOTTOM CONCRETE FOOTING & WIRE CABLE I USING GUYS AS SHOWN BELOW I 2 REQUIRED 0-0 o __ o 1'-0" 1 /4" #316 S.S. WIRE CABLE, l CONTINUOUS LOOP 1/2- S.S. TUBING PLAN - AERATOR A Scale: 3/4"=1'-0" AE -1 :R CABLE NOT A OF THIS CONTRACT NOT A PART OF THIS CONTRACT )NDUIT, ELECTRICAL ED FROM METER l . 1 _ , ♦ L ' C 0 Q U 0 C 0 I PLAN - CABLE & ELECTRICAL HOUSING C Scale: 3/4"=1'-0" AE -1 o - ifor ( z Lu Nu - N LL N 9 O CD m ��mQ 00 c; m U Uo g z \ o 15 o 5 a p` QU SU Cl NOTE: FRONT VIEW I OF CABINET SHOWN. ' �Q SEE PLAN VIEW FOR I ORIENTATION ( _ t1 y I U — NEMA 3R FREESTANDING ELECTRICAL I [] W CABINET WITH LOCKING DOOR 12"X15"X48", BOLT TO FOUNDATION WITH S.S. ANCHORS I W 0 Q I ; MOUNT CONTROL PANELS FOR EACH p.. J j AERATOR, PROVIDE 30 AMP DISCONNECT ( Cc Y W w O QNOT A PART OF b i C] / THIS CONTRACT \ 3 HP 460V 3� FLOATING LOOP 6 EXTRA CABLE, �- , � � LQ E-- TIE WITH TY -WRAPS , Q AERATOR, OTTERBINE, BAREBO, 4'X4'X2' DEEP PRECAST VAULT 1 + Z Cc INC. SUNBURST MODEL ( & LID, CHRISTY R27 P24 WITH TIGHTEN CABLE ( i i- -i W ' R27-52HT AND CLAMP TO r'� 6X6X10 GA. W.W.F. �— Y Q 12"X4' PERIMETER BOX TO BE LOCATED PER VAULT WALL WITH I U W WALL PLAN. SOME LOCATIONS BEHIND DRILL -IN ANCHOR CONCRETE FOOTING ui WALK AND SOME LOCATIONS ELEV. 100.25 ' f ,F ELEV. 100.00 ADJACENT TO WALL fi ELEV. 100.00 {{� ` SIDEWALK BY OTHERS 1 t J — r� r. S.S. CLAMPS ;, ELEV. 99.75 '. GUYS TO AERATOR 1 ELEV. 99.00 0 ,a r �� i i ' 2 PLACES — -- --- F,r, f r 2 PVC CONDUIT, ELECTRICAL POWER STOP CLAMP <r ---'- 2' 3" LONI ----------- FEED FROM METER CLAMP MOTOR CABLE I _ X 3 –0 WIDE r--� TO S.S. PULL CABLE '` ry y 1/2- S.S. TUBING ONCE ONLY 6" GRAVEL 1 2 1/2" SCH. 80 PVC \ r � CONDUIT NOT A PART OF <V 2 1 /2" SCH. 80 PVCLOOP EXTRA POWER THIS CONTRACT : 4" SCH. 80 PVC PIPE CONDUITS 45' ELBOW CORD 4'± NOT A PART OF THIS CONTRACT '�,.'', r;,' f 1-.-, ;�, ,. > .. ,'�, PIPE CONDUITS CABLE SPLICE #5 ® 16 EW CNTR�,< �. 3 CLAMPS" N 3'-0" SQR. CONCRETE FOOTING 1 /4" #316 S.S. WIRE CABLE, CONTINUOUS LOOP SECTION DETAIL CABLE & ELECTRICAL HOUSING D SHEET NO. SECTION - DETAIL AERATOR B Scale: 3/4=1'-0" AE -1 � Scale: 3/4"=1'-0" AE -1 J[�13 OF 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 )o 21 22 23 24 25 26 27 `28 29 30