Loading...
HomeMy WebLinkAbout2004 - Casa Rio Bridge - - - - - - - I � - _____.___,_._, ______ - . I­­­­ I---,--,- -.--.-----._____-,- __ ----,----� ____-, " - __ . -_ 4- ­_­--,�­------------- ----....--- -.1 .1 ___ �--- _ - ­­', ,�._­_­ ---- .--, _ _--------.- -__. ___.___-._--,-----___ .-.,.-._____,, ,.---__-g,----.______-" ,-,-- _-�___,---1--I i , - � � ". � � � � � i ; I I I I t I � oft"b"0 - t � , I , � - I i f i I ; I = Im l I- sonaftL IL 0 rum% AM A11111111111111111111111111II& i - ", M In 0 � G NSTRUCTION NO � . %_ D DING NOTES i � I ff IL i i -1 "� ! I UMN i I A. NO CONSTRUCTION SHALL BE STARTED, WITHOUT PLANS AND/OR PERMITS APPROVED . n v ­" I'm=M1,ffik %... 1. ALL GRADING SHALL CONFORM WITH CITY OF ATASCADERO GRADING REQUIREMENTS. ,I 1� ,I I � I BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT � AND THE 1998 UNIFORM BUILDING CODE, CHAPTER 33, THE STANDARDS AND I � SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. AL i I I ; AM AON%k A11110111111111111111111h, REQUIREMENTS OF THE SOILS ENGINEER. UNDER -ENGINEERED GRADING REQUIREMENTS-. � Ar% AVM%k down't A00M%, I � ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO off in Apr' _111111, �� � ; - �" I i ff % . _.dw MMOMMIGN 1`11111111111111111111111111111�: 2. ALL GRADING SHALL CONFORM NTH THE RECOMMENDATIONS AND REQUIREMENTS I I THE CITYS ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE Iddor, %W4 1 I 1 Alm=AL ERING REPORT BY BUENA GEOTECHNICAL SERVICES, DATED 1 1 1 l I . i OR OWNER'S RISK AND EXPENSE. APPROVED PLANS ARE TO BE 4r_1% A&M 4%007 %woo %101A kago; DECEMBER 19, 2001. THIS REPORT SHALL BE INCORPORATED INTO THIS PLAN AND I ON JOB SITE AT ALL TIMES DURING CONSTRUCTION. ; MADE A PART HEREOF AS IF SPELLED OUT IN IT'S ENTIRETY HEREON. I I I . I '61mb, �� Admoft. ..dwmft� I . B. ALL CONSTRUC11ON WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS Jon% AV---%L Ar--ML . . � OVMI% v Q Me Is W M i I ff A 3. AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION, INCLUDING ROOTS F AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE %==z � a" I . am _q% ." AND OTHER MATERIAL UNSUITABLE FOR STRUCTURAL FILL, AND SCARIFIED TO A . i I � . 11 CITY ENGINEERING DEPARTMENT. " : r_ - -1 : � I %wv� %Moo %0101 MINIMUM DEPTH OF 12 . OESIGX GRO'()CP IXC- . � . C. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED � ! ', 4. IN AREAS TO RECEIVE FILL, THE EXISTING SOILS SHALL BE SCARIFIED AND COMPACTED � AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE : I I ; M Agmmm� 0 TO A MINIMUM OF NINETY PERCENT RELA11VE COMPACTION. THE FILL MATERIAL r COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY low Ar-"% : "W ff 11, � OBTAINED FROM OTHER AREAS ON THE SITE MAY BE PLACED IN THIN LAYERS i Ar ML 1121MEW "% name= �� ff U ; f � ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. AND COMPACTED TO A MINIMUM OF NINETY PERCENT RELA11VE COMPACTION. WERE i � J"%Rum-=v& N %&40J 043 %J C110-L E,XG_T3VEER_TXG � i D. SUBGRADE MATERIAL SHAH BE COMPACTED TO A RELA11VE COMPACTION OF 95% IN SLOPES, A KEY SHAH BE CUT AT THE TOE OF THE SLOPE � I I I I THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT . WIDE AND INTO FIRM NATURAL SOILS. AS THE FILL MATERIAL I . e . � � BELOW. ALL MATERIAL IN FILL SEC11ONS BELOW THE ZONE MENTIONED ABOVE �0001 AL RMONVAkI, ffimu� Epumb. A00wm% IS PLACED UP THE SLOPE, BENCHES SHALL BE CUT AT REGULAR INTERVALS INTO i . l 1600%h� 1 011111110UN, 0 AM owft Av="q& Eff--Ift (PL,99�WXG � Ar- -IM11 ; AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELA11VE ,ff W %M,mz m % FIRM, NATURAL SOILS. l a 0 l ; COMPACTION. � � % -;;p Losof �, . i 10� kavo; k"�Wvo;� R mk m I A . kmo; Nftwoof AT/"k% A "%woo; - CA I N q1X0 7EC'1'T`9V,4.X,X CjEWENT � E. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN 7 5. PRIOR TO PLACEMENT OF FILL MATERIAL, THE PREPARED AREA SHALL BE INSPECTED � I I I COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE AND APPROVED BY A CITY GRADING INSPECTOR AND THE SUPERVISING SOILS ENGINEER. f I I I 11 REQUEST OR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER 6. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL i , I I i CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE I /- 50' SALINAS RIVER SETBACK UNLESS CERTIFIED STABLE BY THE SOILS ENGINEER, AND APPROVED BY THE CITY � __ - - . IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT MEN --- � MEN ______ I III I i I I � . ENGINEER. i I . , .. , .. � � I .. ,-. , I \ /I , % Ir ". m I� . N ,.�, , 4 ,, , V\, ­­,,"., '�,...:;"rl� � THE FINAL INSPECTION IS MADE. I ...... ...��.ju 1i - / \, I, i ;,, .1. 1. � %�.. " I'," I ,��,�-,-,:-.\ _A,�, . I . I ­ I ,� !I Ili ,, ) -./._L4-_1 It � 11 II.I., I I r"', I __ �, ---t� - , ,- � , , - . 7. FILL MATERIAL, APPROVED BY THE SUPERVISING SOILS ENGINEER, SHALL BE PLACED i 1 --771' "'. -- - , "I . ---, 'I,.\, -�1. _. '. I ,,�- L 11 I )I ", " Iq 111­,I� '-,,I,�`-,.'\'.\`--.",j` �I. 111."'� �, -A., \ _Ni1._...'_..I-1� 1 � lit � - ". - ,_.­� : - � ?, "I .-.--., """.1., 1% ",.I ,. " 1, . - � --- --- I� .. Ix, I. . t.--, . I., . 11 I .."111 I----__ '4;4, �'. * _�x I'll % _­- ­ . .."...,. '11'.. � . .;.. _�. I- - "� % ..", i I, . ,I f I..., 11 , .,. ..-Y J��:._,".>' " '. � \ ,..��'., - "I ....i,. -.-- ­......._.- '� I �v -I.. �,._... ". "'.. .� ,,, -,,�.-:::'.., x-1, ., f, 11 , " ' - � '""i - I—-, 1� -) .. . - _­ ­­ ��!:,!, I ` ,it __,4 ,­�.,-_,­._,", .. ,'l ', ,.,�X-- , ."', *­`. ,, '1!1� 'N 11 ­:�x-- , , -- �,.; . -I---.- I I ,JS _­-,4� .'T t .... I 1 ::4-_�` 1 � 4 � _. ­A�+-__......_., ","..� -'�� , ,_._,,,-,.,,.,,"',.,,".. -,-1......, .� �� ­ �,­ 'l,-, " 'i ...- � - � -..I ­ ,----?I "I -� .1§ 1[ ,I " ,` , " � , i, , � 1��`1-11'- � � I il , ,� I. F. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND it hi ; - I �, N \ \ , IN LIFTS NOT EXCEEDING 6 INCHES IN COMPACTED THICKNESS, MOISTENED OR DRIED � . i _.�:�� .. - ' ' '. .:--� i . . FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING U11UTY AND 1i *1 , ;.1. �'Il T� I 0 1 0 tr , ', . 1 � Hill .. �' i:�'__.111­k, 11_�, r1T_­ I ­Z.�._­ ',-.,, I ­ . �,.'..- ,-,.,.., . I S* � _ ­ ... - \ I I 1. . , ' ,.- ., I # ,__.... I ", `1, .,v.," I .- "'Il- 'I". , I I VISROWNIUMN i it .7. .r^ .� I ����,___" - --- I v ___ "_ L . ' ' I'll, , ­ J I . 'I � "<�­;;� ,f,��8'-AQNAS -RIVER 1 ' F ::��_ I t, ___" " . ) R OPTIMUM MOISTURE CONTENT, AND COMPACTED BY AN i � A - . �� ., X . . I. ; . . . OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR .. I I ;,! ! , ."�3,.,11 . -If � � ,� t.. ­."., \\. � - I , I _ ., � , ..� I 11 ( "I _I _____ � .,. " I 0 _­... � , i_ ,I , � -� 'k � ­- i - ` - /1� - , , -41, -"-� %.:%-,l\ -.. 11 " .;r . . 11 ,.l., .11P4 / _.�, -1 ,il_ \ i . ; t -I' /,-t �'� I-- �­ , I , . ? APPROVED METHOD. LOCA11ON WHERE SHOWN IS APPROXIMATE. THE CONSTRUC71ON CONTRACTOR ) i I ,ip / )'. 4 �, ,f, `1___f- �_ ,� _", . ",.I..­­ , Ii",�"."-':�,%.% :­ . . a�,_ � 4 -11, _.." !--I .", �, �, \ ,,- ­-14;�,' 11K __ . ,",'.'"', \� '.. \ " �, [,..-..-,,.--.!I i I Y 1� I�III -.,--' fi, - ,..� A -1 � � 1�1' - -- , .. I-,: ,.,.,,. .� - ,, , � , ,-i" . ; 11 I I 'L� ,"..". f- If.t 1,I ."i _111v!IV, � , ,.,. ., 1, ,;r, -1,----- I , . ''� " \ -- I I .i - I . 8. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 9OX OF MAXIMUM DENSITY , ,,, � AGREES THAT HE SHALL PLETE RESPONSIBILITY FOR . �� ,..,-.-. z 14 -:1 . I, _. .�� . (I , �----------_k I ,- _ �\ . , , , r H ; ,-�N­_� ."', le.-- -1 .e - t ,.t,,4,__. , . ? ------ -, . 3' , ..,.,;;, ,S,-,- -,-.- " III ,,, , , ,'�,, I 1. ; �"-�. I-f-_ 4'. .,.." I "..... � , .1 " .,t - ,-, ,,, i I%. � N .11 ". 1, 1--..,..--�..-1 �,�*tl I - �/ - - - r11 .- " 1N ,_.1-.__', _ - ... ",",\�::-\,I � I,',I"I 11 � � � - 1 0 Jil�..-1 ;yl 1 4 1 1 - '1� I / 1 , _, ....'. %l,,,�,,\,l\.,.,, �. ., . ..., :1 )� AS DETERMINED BY A.S.T.M. D-1557-78 (MODIFIED TO 3 LAYERS) AND SO CERTIFIED i 0 ......�_ L, I * ,.," . ,, '.., , 1-1 - i I . ,,._. ­ � ,., '%'\' 4- �., ."...-'I., :i,I�A,_",�".� , ��.,_%.-, f , " �% - � S BY THE SUPERVISING SOILS ENGINEER. SOILS TESTS SHALL LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER _� � %,, jj�1.,.i - - - ., ,�` " ( �.-` .�'%_� ".. I., t I" " ;.I I KC 00UIGX GROVP) 19VC- il ,-.,ill ,/ I-� � ,­­,A.I "I.. :!�__4777__ .� � I \ 1______1.L_..._, I J *�X� ­��,, - I�� �- � I 1_.,.'-.`-. , 'it I...-."11"N.....'; 1, ��11__�_­f` -�. 11 J. . �',��', ..:.�� , 1. i __I_, 3� 1\ I", p,.., ll_.�._ . . Ili ..­ . -, t 1 I. *_ - " J ­-I--�­"' .,,,-- , , - ,,,, , � I .- % 11' i !.1 -F,"', ,�, ,� ", --" - " , � I I A 'il .,--":I , ,i It, 1,,-__-A.1 I - , 1� , 11.,.�, . . . . , t- _,�0 I" '... ,� ,.;, , -I,.,-1- �,�,�,, , : -, " i '­,_­-, ,.,�,�, I . ... . � ."'\Ik "', ; - , " -1 1';;�&�i. - ------:;:�t � �_, �,,,,,_ ". , ,�, iti, � BE CONDUCTED AT NOT LESS THAN ONE TEST FOR EACH 18 INCHES OF FILL AND I -�' "� ".- I \ A 1� , %­,� , ..- - .- I. --- I ­­.- . , II- - FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. � I � � ! � r --,_ ..-,<:`4.. , , , _.__ .�,,� -z---- ,"' - "" t-.:..`-1 5464 VIA X4XCff1T0S I � '' i e " t. ....., .",.-II, ,------"',__- , _ A . 11 i ., .. : I , ,__::��.'­'�� _,,,-_t��::Z,. -:.-�% '..' ' , I 1, .N., .__,__....� � I 11 1. � 1% 1 _ ... � .., " ,� --`_ ­­':," � __ -.1 .X,-.. .. I . �. � � % , __ -1 - - , 1 't I FOR EACH 500 CUBIC YARDS OF FILL. : I . __* ,!"'­ - ­_� - " ,.� C...",,.-.-,. � -`!��,_`-, , , - -I. G. ALL UTIUTY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF i -e,-__' . I .1 ,,, , , � ­%.�l-"I". _... .I. -1 , A I . t " �l - .,. ." �, . ;1 ".I, �V I ' ' V , I I % . i I - � `:_-�.= - l 1, I , .� 0 I 1. %N . , , , -- - _ ,..r I , k, % ',I ,,-, A , � % ��., .-;� _1"_I"1 ______%1 " . ____­ �­ ,"rk .I\ 11 �f% :-. ": " )I Ill%_11��.F' i0- , - - . . 1 I ;,, k ".�% �, 1. I I I , '_ . I y �� � *;� ), . ._1 ,11*.20_ ."'. .1 e.....�:��! �" ----- 1. . 1- '.. - .,. .., _, ,:1. ..,,_1.,.,-, -��.O,;�Z7;�­ .:SZ_-- ,­`:�.:: ." _� , 9. ALL SOILS WITHIN 2 FEET OF FINISHED GRADE IN THE STREET SHALL BE COMPACTED ( I ,- , -,,, 'k, . I _r J - - \\ �_,.l 3�� -.-,-' I CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND I .It; �e �_t ..., .1 \ \� f-.".:.".,f', TASCADEROI,, CA 93422 Y ' �w - ... rn-n-.-r-:�?,!-.­E��' ., -­- .... -,,i't -, �1 -, k. It, . "" " " -0 � . .�- /,-:;,-. ­"��.­-l", ., - .� - - , . ., � I .. .i, V�. .----- __ I ­.- _.­ i " .1, .%%\ll,-�L,­,_., ti I ..� .J_ . I , i� ­'. "I-1- k � -.",'.�, '__1 . I " t., , I I '' ) I � " *-.---,..,. - SERVICE ALERT (U.S.A.) AT 1-800-642-2444 TWO TO TEN DAYS PRIOR TO THE 11 J 11% ,� - 'l � .�., I.-. �'z . ..� 1111�illill i , I I ;::; .. I � . I : , ,I 1. 1. - , I I . ,; . . I :,.t . 11 I 6 1. ,I " ,. �­I - , - . 1'i I I I.�" . - "I., � ,"." -,...17 TI CTION. START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN .�' i 1 ; 0 I 1� _. t 01��, , - ,I -1,3. I'll .. ,1....J (805)461-7502 1 . I I . 5 .. �.,` _�:, . % 11. I 11 11__ �, ­_ l'i ': , .. I i i " - ­ --- � 11",/YY "'1,.�J - - � , , I il� � L .I, ".. ,_ 10. UTILITY TRENCH BACKFILL WITHIN THE STREET SECTIONS SHALL CONFORM TO THE I ;I , I 7.1c 1_1� . �`l k � ii " " 1�'� " I/ -, .1 I-1'�,.- I.-* ipl,`_ ­._. ­_ ... `,: ��, I %'.". I � VI, ". "I 1, , I %. . , - :A 'l,t i,'i 11 " 1, 'I , � . -wv� i f U11LITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WIH BE . _`,�,.,,,.,y,'. .._1 .A, .1...V -, f.,J r'.,�'­ , I [.14\ --­'_, il %,.\ ,� � illi �. �, / i.1 ". . � .."" � .. ­ � - � 'i - WN M ... f . f � \ I.-,. - v- -� t" I . . i I .. ,, ,,If -�/ �, ,, , ,Y�l" �. , , :�:, I�, � I I .1, REQUIREMENTS OF THE CITY OF ATASCADERO. ., t..j N" - . / "" . .",,- I ". X � ,,.'.., ll�,,%%,,�', ,�,-1� \ . 1 ., ... PRESENT DURING EXCAVATION. � 11 ,/ I/ - - , 4 1 ____1 I - 1__-:1 11� ". \ t � \ ."", -Z.�. , � _,-..<,:­_,��,.,:�!,;," '.. I '.� 1.1 I .� It 11 -v\,I, I I V t, I - - i / // 11 1�1' . - ,"I **-N I . i til / -, .I I --�..-;", -, , ,"' , - . . I __ I" :� . " .:�� I . I - / I - _­� \ 11 I'l I " 1. _� !..I , ',, C III �, � I .-l,."...,..,*.:. - "' " . Y�li! I ..". t"� . 11. THE ROADBED SUBGRADE WILL BE SCARIFIED AND COMPACTED AFTER INSTALLATION OF �11 _�, ��i�i � I . , ,__ 1�� - -� J .. . �� 1!iii ,.,:., I, I ­ I .� H. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC -, - '.. z��z -I..." r ", Project Name & Location � 1J, .Jilr­ 4��­�'* ,,,�': .1-l' � -" " " � I � I I�;"�§�kiiti�- if � - I � A - . " it 11 / `,1 k �;_ -.14- %� i 1,-�ii il , %-% � , �' �, ..-- !I� _______,, ---,---, i 11 � ­­� : I �, t 11,11IR;�� - . . . LL UNDERGROUND UT11LI iIES, AND BEFORE PLACEMENT OF AGGREGATE BASE IN ORDER - �i, ...1 I _____ ... ,_-1,__ �i, :zlill -I\ �� . . , , , - - . - -- ....,__ __ __ - .�, , - .. ., _ _ I,:,iii 1!ill 1-1 m I ,- A"'- __ EMENT, FOR BOTH SEWER AND ROAD CONSTRUCTION AND I � - "' - 1 � i ____ - --- - - , zi "'," "I""' "- I i k r ­...." .. _i``- "� �I - ­ ,, . __1 _-.1 :!..,� �: __ -, I - -** ,_ '. ........N. - .___ " l�_ t, - � " 11 I ___ " -._.-� - N �.- � t -..�.��-,�, � ., I , '.i I 11; - ________j _--- I _ f I -- __.. - L -�,__. iZ t .1. THE INSPECTION CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START I � � __ ________ . � � - /_:�;.z.�... . .. ­­- ­ I , � . ��� TO ACHIEVE UNIFORM COMPACTION. , 1. 1� , '� , ", 1-,;, � 1. '!- i _____11 A. 12. SURFACE DRAINAGE SHAH NOT BE LESS THAN 2% EXCEPT FOR PAVED SURFACES, AND I . . ,--I- ___- ".. .11 " , "","" , `�� i,� "­liifiiil�,! \ 9� 1* I _-, . : "'111 '21 11 , , t - - 1`41, R 111�: �� I "N"11", i 14) '.'.�1-4:i�1_10 111 I I I z i I / C --_­,�­_ '�.�%Z,-_�',�;t --._____ 4�� "A "���"iii�,;il*"...,�li.�,.,..-..I IHI.Iillf ilil IA LL_ � ilil-1 Milli , �1_1 . ;i "I """' " .. 1, "''-, '� , OF CONSTRUCTION. X 'I ,',I ,0_- ?`�. fl1z'_ " -1_"_--1.' 11�-1 I I I", - -- -I `_.--- I fl, I if W _�, I I -.X �'i�,`_Iii!INI`!1'11' __`_ I ___1 . I,-.--�- , .- --..'-- . � $ i . . 111!i` -,--11 111 r., __.--�__-- 11 . -, ___ -1 __­ � ---11-11111 ��l )� 11 - I_�_ .....- . i ;1' I I_ 1�1 I __ POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL STRUCTURES AND SLOPES. I ., " , I 11"� 1-1-1. !-Illil ILI -, `11-`111� U_a, ..L...-...-.'....--'���l..--.-.-.....-.-..., -" I _!� i t . ­', .1 A "I �1' 1---l"'...."..".7�� � � " t " I - ��-N.-..!!I�,,,Iii����.-,.�,z��"-..-,�--...,--�-"z: i �i t�,�..4 .I It _4: TING FROM GRADING � ..�'11 ,.1 K_!1*0 , /I , Ill:III,, iil 11;� :1 �, � , , 1. � � , ..: ,A ... 4_�ztz� " I", t.*-. 1--` , - �- , -i I `��, k , , .,; . .1 -'i".- �. 02 I 11 :...�':-, .. -iiiii.--,.:""!-"�.--.,'i'.-, �"W - _­" -, ,�, 1i;_:__z i i ,� - .1, Ii... OPERATIONS SHALL BE REMOVED FROM THE JOB SITE AND DISPOSED OF PROPERLY. � I I 1 1 , '. T .,. � t li`,`.-�'Ili M1;-.: ,�, 13. ALL UNSUITABLE SOILS MATERIALS, RUBBISH AND DEBRIS RESUL 11 "- " I - - 11 1. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING i "k j Ih- r-c� _ � DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN i , �0 _--,-��,i , / . _', I I i I i'U"T _��.,_,J III I ­,, �-.,-� ;I�,,�,.--..,�*�-��-'*,�-,,�"",. IN111 :-,r.1.1 ��Viiiiii .- .,; :l2, :.� z; � L , N, .z! :7 ill .,t _.- I , � .. I%1111-11" 1� � __.It� I 11-1 " I- I il;i!i!llii�l�,.' : 14 W . I :,i;i�: ;q � ,_- . ".. ; e 4 ,�_ , �, 11 - �.' . , .; 4�­�" , " �_-i%l ii�i�iiiii�".��."�l'i..��,iii-.-.I III! ,%lililM if.-,� W_� � PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY ­ "il"151 , i t l�........�.�.,,, ! , � 9 !.��__' , i�111`111,r`_ / ­ liliilk' I �� . , 'r­;,z.: -4�:tM,ll- , :; t . . t a - 1 . I .­ : F� " -, I I A, - � ..:�- 1-1 I ,� .�P` .�.%, ­ " :.. � ,;*..,'.'1.� - i L.11 I- .."ii I " -"U"I" '�- `��lilj;, .qi� , I � , I- ­ " .A t ,`fiii.*i��.�I��IZI�11'1111ii2, %..4 '. it I \ '. I 1 :!: 0 ', . -)�f I -,;A. . -- _? -- . �'�..;,--".,�"i'�ii��.-"'.-,-��"1""�'��'ll��""".i��".'-.-.",",��,"'!�!,-",.,"".""�!��..",�."i"., -7���'�iii�;ii--.","!i�!f""".".'-"'�-"�11.1"'.i:l:l�".*--*,i �_ - !--I . - f � I I 1, I I %�T�Ilji;:��z�ii��M.'ITH'IR m".I A . . ­­,--, --. f. i f$ I", . \ %, \ THE SUPERVISING SOILS ENGINEER PRIOR TO CONSTRUCTION OF GRADED SLOPES. . � I " .1 , 'I ., i X ,I , 1 - , .. - I I ! . , . - 1, a ­ ,""Iiiiiiiiii�il�,'-'.-".,�",,�ill��",Iill���l�iii;-..iI-i '-, .. �-,, ,"- 11 . , `.",!. . i I .. %, ,-ii..,,�i.-�-.i*�ll����""Ilizi�z,::;:I 11� ���!!Ilii�.`Jll�lll ,,,/ �ii!i�!��i�i!�!i�illl.-,,-Ilm.-%�.�,,,%',,Rlollll�,! - I I .� - '97 ., . ..'I- , _., '! 11�1 '11.1,q, 1 " " iiii�:i!t3i�!izi-Nill: , ,�`-�-`-�, I _. !W, V) . � I HAO I - -1 11� , ,.i!�,.,�.!�"!!!."-",!Il..-.,, � ...,�iiiiiii�,,_il:iti:liltiiilz::I 11 V, ­ - �-- .., 6?I I 14 I Et". -I I, -_11, �ii!iii�.'.!..,l.-i-�,�"lomi Ill! "-`1i*, "'.1--l". �_ , .",. IV ii= - " THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT I f I 1,I il;cf-0 I - Ill ,,� li�!Iiili� I Ililill .:. ­..z� "� !111 ,1-0. 11.1111,11,11, I t� N I � C�. � '. .`illl I �� Q __ _j , , . Ili[ ,.\.;,!!Iiii,..�,"....,�..-.."I , I 14. SLOPE CONSTRUCTION REQUIREMENTS INCLUDING TERRACING SHALL BE SPECIFIED BY .. , - . __ I . I I-.1--,111-11-11' 'i���i�.'-,ii�,�l;.%�,,Ii.�-�..,-",!il-.-'�.-,�",�,,,��,�.%'�.,4', .-,,,��%�.""..-.,-.�-.",-.-,-,�,.,,�k"�,,-�,,.,�'i--.";.'ii�i.-'-.�-'�,',-..";,�,iz 111 I �+I ,�, ,, 1� .., '. '.. 1111 I I I. i '. � t i _ , I 11111,111 .11 ... , 'i ,__ TRACT 2498 k 1111 11� I 1111'..."N'i 1-i ;-, ... ", I THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE " I I I , il 3 1 , 0 111111111�111 .N. . � 1 5 J 'Il _1�11`1' 1-,,ll � - � WI 11 " 1�'. :J 111., .." - .,,, " 1i -0 . t ,_v ll C � , - I ,- ­ t / I � . 0 z� kk , . \ *,.,, 3 % \­-­-,� " SENIOR LIVING FACILITY ,I 11 � .iM��Miiil' hi7-.1 I 111 I, :i:%1z-J - �l I '' 11. '. 1, \ Ill \ . 15. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED TO "' a -'..'. I I " \ \ 11 11 i k $it C, - , \ \*,," , - .1 -- �;,.: .� . .....� I It 1,�, .It t S 1., % , " .,.. \� � \1._1\" PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING TO 9 '. I I'-,. ,I , i ;z!z It ....,Ill.-"'lill N%,jil�!;�!,� � I 't t I ,\ � N-111.1111 V I " ­il ,­!; 1. -,.,-I-i..I�.-.,.%z�...,."...,.�-.��,-,- ; , , ,, I�, &.1,4 .­. 4/1 v­'.N11 . �`1`1`.."!i!� . !il I-J4----:-, , �li����;i���i�,�',!,',I�,-,.Ii"�".,Ii:-�,!II SATISFACTION OF THE INSPECTOR. . �� "-.1-11 ill"l, !i2i � it 'I'll .W 11 Ii., , . llill il [ , L , 11 'I, .. , .rA I ' ' , I ("!"'i"', .i . .1 iin-C--i" ; I ."i " "? , I% _% \ I % " 1, PROPERTY, CULTIVATED VEGETATION AND DOMES11C ANIMALS, OR CAUSING A NUISANCE � , �, . I i ­ i��'1. , 11.13, t., i:�:.,:�.� "111' % ..A i , 1, .i-.,,.-,,, " . --- t - I -LJ I _- -1,17", . P"I lill S _...�J ____­___ ��;!1�111i!,Plj I. 0�� ,, I , ili�i�;��i��!�j:ljll�!�. . .�; ...�.,111..!,.. Ili \Ld i " I . , 4 q . I . I I *-�� _lli!.'� ,i. ­.- I , I � 1, % �...'� I I , J. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND 1, t;- i I 1--� ? I _7'k-11 114i;%�,�!!!,;.i�,.";" 117" - - I. .., '�-IiliQ , ,i :7 ` ��g \, %,-, l�i,1,I"i I ,I � �Il% 1, I i � 11 cl:�--,_. I -­1�4. I I -��,','!. . I!, .'.' i f- ����!:�:�!i:���!.!�!��ilill�.'�..-.��q-.--',%�.-��-%..'��.'I I , 1� \ I J 'I \ . � " ll- ,"'. " . ; .; If \..:..A I 1,11"i" :- N I . 2 , - . , V.'-`.*x � , . vmft , ,I , ­­` , . ­­... i: , 1, / z;il;i�!��i�ii;!:!ili-.�",!Iil""*,--.!:",.-� I �I-J. - - %..� \ TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR k, � .,-! I --�, I - , '.I'- uz I 1,l��;:!!j�j - 'i . \,i�_ � -�,' I � J - !i3,%-,-n.-,c_.�--,-t,,.-,- . : Ili -1. , - 11 . . - , ­�; - -z--,- ­ I . � , ­�,,-`z _", ,, I � , ` . .. I� 1.-11, N N­,:*�/ , . �, ) ,- � ..tl " \ ,", ,- ,I;�/ V.; ..g.,-�i!tizil'.1.111,11021. 1,11M..."11ii. I .rl. ;.,', ­/ . -'!-. -.., , I ­­­_ , .� , I OPERATIONS. DUST ABATEMENT MEASURES SHALL BE CONTINUED UNTIL RELIEF IS GRANTED I 1. -,,' l! ,11�' �,�,I I-iizi%i�i:"!izs;�q p%!!; -11;1.L-- I; .. It - , ":,, k � -� --7.- , .. .� .I ", ;.N.I....., I I .M. I `NR ..; Ni-�-.1 1%111i�� I �`...., �'.�1�i �il ------ " " !,Wij;!�',N.� I `i:� *,41"' �-1 ­ - `­ lt It, I M_` l5 , %�,\ it ATASCADERO, CA. , PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING ;�- ""­`l`-­,­jz­,­ �_," I .e, `i,-..�, iiiia,_,`!�;` .1-.�'-� � "- �k.,%.��.."..I., � , t SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESUL71NG FROM HIS , I—- , - - P . I - I Niii-11,011 \ A ,,,"P -l..,� ,�\ \ � - __ ,----I- ,," - j 1� �_,;�_- f �. ,:� -I --�1-11;1 Ill ,,��, ALL CHANGES WHICH DEVIATE FROM THE CONSTRUC11ON AS .. . . 0 � ,ii - I �, ,1g.111 I; . "IR 1,11 I 1".] J ,1111l: I /1 !..-, I it ., J I . 11 - 4 -11�iiii It ,��* 1_1� THE ENGINEER NTH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE , �7wft.,�i��`;'i,`l` .,.,-j,!.1i, ��,� �... R, 1� __ ,:,:l,' K.", 'I. i. ... , � k 11 - - / - -,I �- : _�I�e_�-- ,,�-,, �;,j,;��I�jie;;!��!:;"7��` "" I $',J�� " I .., Ak'." \V%,-"-.',-"A I �...._,;!, !"iON TIN:.., I'll, :. .�e_!. ,,�',,71',' 117 , , X \ " .il \ , I .-'-.:\ i MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE 8 - , --- �-,-', I - .. ., , I \ \ , \ \ ...-*"ll ','�;., I I I V- " ric-1,; � k �, jr,�-_ , , 1. BY THE GRADING INSPECTOR. f I (/) '), i I - , , , I ,�, . . , , I I �'­ qj, _-­ ;) I � ,�M \"'-v. " , . . R . . � . ''v .i. I I - 4� ? C , T , \ M`@""'N' 1,M�%.. 1 I U - \ -1 - ":r�,,,".. � .�l \:... I . . � _ , _ . .� 2­0­1111�1!10 .��, '. ,:,-,. - - ­ 1�� 1��i: , ' '\ � 11 %%\'�-,',,','..� - I /", ''.....�......!1451'.-l11,.111�-' Qs I , ":,;, . --� , DESIGN ENGINEER. 'i / ,,­ ,.i..' _1 I '..iii �r.if'x ,;`��_t_=Z� X 2 16. ALL SLOPES OVER 3 FEET HIGH SHALL BE PLANTED WITH PERENNIAL VEGETATION f 444'. 'U ­ - � 'L '_ . /,/' \ I * , 1171 " , ---- i-1. C. k -1 ,,M�V.- . ! .z.lzz I I . - 8 -N-1 I`_`1 ­::�:,.: I. 11. If " Il % ,\ � \ -�*, K. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED NTH A METHOD OF / . . . I ­ . 1* I i )". 11 V APPROVED BY THE CITY, AND SHALL BE DENSE AND GROWING PRIOR TO FINAL INSPECTION. � � I R-N% . � , , ,� - I . ",iiiii-111"ii Tb� , W ,�tlil .-IN", , . - .1' : \ .1.;", �J "..,(J I' , �� f* �0,­ .>,` �- ,�;I.,,!� � \ 11/1 / ,� " .� Jiiiililiiiiii!1114_15 = C) % ­�,., 'I ., \,\, ::. ., � - - '� 91 �, ; '� .. . �`, , wl. . I .�­_,, 1. 0 4111;T1, ,I I! t. 11 I, , I ... ., . 11, 1, "Ill 11 I- . ,4 . - ,�, "", - ­_ '�- . 1, t '7- � ,_ 11111=111"�-,-�,-�','-.,-`,-,` .. ,.- . z --.--.,�:,,-.-,,�.,11..��.,,',,.�ii-.-,,,.-...-.,��,.--.���.11-�.��'.....iiiiil-�,�.�li� � . ( I, . yt:, IM ­/�,v, .1-.4 1�1_ ,i .- " ;::, r ,r,I - I z * . \ \ \ V1. TITIES: i ,.' -'-NT AND I I__1 .-�-/I- . *1 ",-1-111.1,V. , �[� , 1. i �, . " EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPI .1 i._o , -. r V...-11 gag Z� � " � V \ I � - " '.. , - - , "i , -g, ,,..,,,,,- - - %-, "! - , , ,�\ . k L , I- I I .. , - -, ::!�- I , IL .. � � � 0 , `gi� " .111"` ,- ­­.1, " i� ; . � I � !i11'__1.,1ii` 71-- " Ir I I r,v_.1,,r­,­`l., :,::�i:;�'il�:;*�����:*!T�l�.,.,�!1!�,--�..!...,..I��,. --,!; � � . I __ .. -- ­-.. '. .. _,�� / .1 ... __ . �Ml 11.i'�� :Zt�iZ�;z�Z-1,�;.%.;,;�",;,;I,..:;�l.i�.1;1.�.z..����n - - 1. i - -i ,", ,i_ ._, ` I \ ,�,�l\ ";":, 11 I , I � .: . ._ ��__...111:! ����--- . :�!: I .l`_!!:!z1X1111 ,��iiiii;��::�,,, -4!�,i i . , . __ , , 1, 11!1;i!� i!;!diiill.iiiiiil! �i i.,, ... -,-..-...-. . 1�1 'z_ - 'l, "t: t%_J,`-. ,iI, - , , .1 , i ", �.-..ffi!�i,"...", .;:::l1llh�t,, Ji: W I I I 11 I -- 1 '..`�J ", .. I, CUT: 3,800 CY "I I �_�T-A! 1. .I �, .;z '. .__ - - . 1� .. �. .� , , 0`1� \, , t t 1, ,J,,�..--_Ii '. _ . ,%'l-­1._1!1vl� i!1 , - ". 1%, z"!I.),I . . .. ...._ - ,11. , _ ...,_ I�,"��,��,��!��I$i � I , , .." �'. .� ...... -t .� .."li; 1. I - "", ". ., ;" ,7NI'12"T'l A I I ,��q.�,;l : ,�,.� ENGINEERING DEPARTMENTS. 8 , _J i / ,.im I . .11 11:I .,�i!:!�;=;"..!�Ii I :,., 3 ,;�._�� � , ;.;. I ., :;�!lr:�, - -,� ,��!q� .p*jl�.",15`."il",--_',',il!liq:1��,�:,:­;.:.;:�Ii� , _­; o . J, 11, 1. �. . - l; ,� ;� � 11 I " I , . , FILL: 31900 CY .. -i�� : - 1, 11 - "J..-',-; b1;" u I,-�i�;12�!i' _,$.,-i,. % - 1,`�!� ,� � '4 1 11"`P_ """% ` APN: 049-043-002 i I - , ,;:�,;z��, """ " . mv,4, Q� 01i I I I ., ", ;Iiil!�ii�*�'';;�i,��71!1,;"".Il;iiiiiiiiii'i.,ii��� - ._1.!A � , I If i I .. " ii,; () `1r,. , i , ill' 11 ��4 j-.;,�'tn=N- ­i�­ . " `7 `-0�! , i: f� It, - ..".I'v I` ---,.-,,­,�;!;i.'� . ­.-M.I.-H, 911 I � I I-1 TIONS AND/OR ALTERATIONS SHALL BE THE " '!.,Q � k L. ALL UTILITY RELOCA )LE 11 1__" ,,-��-'�,�,,-�' %I/ I , � - I .-F,­1;�,�­;.,i­. '. : ­� 1- I I ___-'.,11_-_1`i I I C., . ,�,, ,.,. �� -i-, , -1 ��., - - -, 14, ",_,,�, RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. . ,I 0 'Z"�r ��' I 1.";ii�4.T�ii� m -%\ . " \ t;i ,111 .A t-11 ­ i!"R..�..--.,!�l'.�%�-.,!--,..- I ; .,4 �; �;y�,��i I � 11,,�,,,%�.; a __- .1 , '. _�,, �� I - I �. I I % - � . -,, I.,S� "', ,I\.--' 4 �i P, t, . ,,.I-._-Y.:1,".11..:%11 , I: � 0,t.-� I I . ­. ;i!! . Ir , -, N .., �, M"1--!_ I . . . IT , k iiliill.`�;:Ii * . ii,,;"�'�,;�*0�11�l, , 11 ,"� ; \ , I �% "�:,�,,45 "I '11":* 1\ i �164111A.1� "' I'1;;... - I I .. ., .17'", .1 1. I Iii��ii�� . i ^,_�, � I 0 P-�F,y I ", .. S., - : , NET: 100 CY (IMPORT) I , ,��., . I ;, ", lity!%j!:iiii�.- . -1 �.0 . � � I .. 11 1. !f4!!jilliiiiii , .7 V, . .1 f � ­ Nliili 1 _.....-, �l , " - I I _; , .. I-I -�,� I, , -- _11 i - -!:'7:' -�": " � , 7 I � "� -�--.11!1.1!1\!I:ii�'I'll?��!������i� 'I, % � ,7 .77, �,.lf. � , --!-.,,--., I.-!:.,-;li.;"!i;'�l , �\ AREA OF NSTURBANCE = 6.6 ACRES . - �� , '�� ­ , M. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES 1, N_ : .­;­. . ..:. , -.. ! ki Y , .." 11 ,�, - ... i., '..... :,... 0 .,, --.!�'i�,-, *, , ___ !�!:�,;!1;1�,,,,i�l I �1; 1, - _'. , i:.,11�1.,..I. " , i -'��-i-iil�-..-.ii!11 , == .'l i - - Til � .._ . . .;. ..>,` . ':..V "­,6, I . �.t- ��­�I,i'; I I .. " . %, T i�,�:,."�,- ­ "", ;, . ! . , 0 _� :,�: , , I- I \ , I .. �`. . 1'.:11!i;��j" .3 i�il�;1'11�-i��ili�� ­ , , � `;. - .. 't I, ­ iqu. ........ �...... . ;� I \ � ;;Z-�"'-' -'.',,,_,--'- 4i'�"!",F�."��"i�l',�'�'.ii�'I -�,� , , . ��% - -R.. ......� ". . -, �' , � : THE LINE OR I 1;14-f 1 ,,, , I - l!:z;-:q1jI1!li!0i�! il N. , ___,� 1--'A" -f- .:, 41 ., ; I\,1J iiii*f i Il I ____i l ,."Ie,.ii,"��'l.ii*i;!.,i�'.11'.�""iii - ill _ ".\ � """l, \ GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF TP� - ,----- -11,iipgj�.'i.....- 1. , .11i�:!��,!,!:iiii;iii� . '.. ��11�i�,,i�j: .., 1, ."', DESIGN i'l;N -.1, �'.,;;��i:�, \ -1-11 OTE: EXACT SHRINKAGE, CONSOLIDATION AND SUBSIDENCE FACTORS , - I'l ,--'I�ili�i�.",!�i,�.,.,.�."�,i."�I-.0-M, _ ,.`�V­ .I:: Hr., , , - VJ �i .��S I , N I - 51*1 . ,��.., I'.- __ �, .1--,, `�,,:`A � I V I . , 7­.V.I;.,1.lA,,_. , . -�, � . � I 10 ., >,,, - - - %., . %�.I 1.T" ,�:111 -4., Z, ­ ­­ ' t i � .� - , '110i`13N 4.� I 0 1! il!!,--31!,1,11., 'RM11'1M_11,;I` I . 11, Yii� ,-,�:,%-_:,`�i� ,.� ; % Q �:J '. , - IF HE FAIL 1, TO DO SO# r (U ..i����I 0, !T ]:,-,.� , t.. DUE TO CLEARING OPERATIONS ARE NOT INCLUDED. ESTIMATED EARTHWORK QUANTITIES I, I l. . ;--,. I. ,I \ \111, ENGINEER AND THE CITY ENGINEERING DEPARTMENT. I '1111 X" ­ - --- . :, . 16 I . _.:�......"e.�:..,...;! -11 ., ,_ N '.I! I i t -.�1!%_______ -,,,�,% 1, . , � , .&; 1: it, '. %,� I It i ...li.--po� V. .. . :�I�-,:�:-.,,. �, -------% '% 1, 11 1.49;;;k Rf�� it- i�, 11 I I f.-w I�,`,-, . .... -,,'\ i Fl� ello, "I % "", :�­ - t [� I -`:!Iz�io---.�..,��. I ,�\ . , . i N k.",�:�:i:;ix,"�C. .�,_," ­­­ ,,,% � i ,!;��!�., , *111v:-._.1.1'-z-.. KENNETH J. CHACON I ; THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND I., , �q,- . .�Itr ,,--- " ,� I � - - ., - % I I � e J . I"""' _:I� .� . ,iz2::-! - .- .., 1- . -- --,,.--:-,--,:-,,__� --- Ai�­. 1% I � I � .!i-i", :.­:�i�� -.,I .!:.,, .. , k ­ , . - I �-�l�f , ARE BASED UPON THE DIFFERENCE BETWEEN FINISHED GRADE (OR ROADBED SUBGRADE) �:,I : lh,� . I � I—- , i.� "" :­- li�� ;ij\ iii!E;ii",;�i �;;-z't,z:1 - ,A-,' ".. I , - I�I A _ 111-ii-M-11 t'I i!i-l"$1-__11!!1i1$%;,! � : . .-' t ., � �2� ,., ---. " I I AND THE EXISTING GROUND. THE CONTRACTOR IS RESPONSIBLE FOR CALCULATING I . - * i�i!i;lii�.'i�,.�i!!-,i�ill�l��� 1'�. - N". .... It, ii I � ! ­ '"! �-�,�.-.,�,-,�,.-��,liz,,��!siiiI 'er`�7L: I I,/ ,_ , - , ,"" I " " �..­.;::%v'.., �, " - r.-, I I,? �,I - I �� . .� - I . 1.t �4.:!i...:�.: %� -.-..-,.-!i`.--.l!,.," -�'�,�..",..,I:�:ij;�;��',���!i! '� I `� -4 ; . ... ­- � A - 11 - I - ;�: ,;­�__.1�1 ,��: -- _f , !! ij I Z: "', :. : I '111� * 1-! , , , ­p.','."%�,­­ T.;�;,,-4 I� -;::� Yzii ..�. �', .I. �,, . k 1� ­ WIN �rVfe,. --..,--il ;_111 Q- K - N ,�,t, I , I a , A . I . -,��',',*I� � -�,�.,.`,�,-r-.;��`i�:;4. ., , - , 4 I !��$! ."J., . ,iii�i%2i�:!:z .i- ". ; I �­ - - - -.�-� .., ....� :, ...._ .; - , - i ilt* :�,�z:, 4'. !, i I I :4 , ;Iw , ,� ..., -- i�, , ,.�.e.,.?,,.1l!_ ­ . I . y .1- �. --,-,r--;i�,_,, i� � '11 ... I ,'.4111,11,1`,TP.� �`N; ; .11 I."',-:'V, 18. PRIOR TO ANY GRADING THE DEVELOPER SHALL BE RESPONSIBLE FOR SCHEDULING A PRE- R.C.E. 64319 EXP. 06-30-07 . ._,"', -.,%-Ili' " �1. . ,_11. -!i!!:��,-�,�L 11 :,7:;"-L NECESSARY RECONSTRUC11ON TO CORRECT SUCH ERROR. � 4,t, . $" .4 , - ,., Q_ 1.1 lik ,�11 11�%17 ",e ,�.-�,--,.--- L___74_1 . 1,717-111111;714"111-1; -i � L, _�'l _i�� �;�, : j!! :�z:-��i � , 'I., I _11, I.' 4 � ,1,:,,. :.".... ;:��;!;zzt iiiiii,ii! A V. 't. �,"I ,I 1, HIS/HER OWN EARTHWORK QUANTITIES. i 11"ill, �"-i��ii�"-:,iiii."�,;.iii!",.'i.,",'I ', ' . 1, 11 I - I j! ;>Ylilii� .f il,I -.. � ,�_-- , "N _4 - LL / i, I I,i,>,Dlitij�%�j�i, .� f., !4� `."\ '_% '", N. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION - AA BE 11 i -11.111-,1.5.1,11!."11g! 1,�-:J ,31`�,I��!I,Iili$�' " - , , -1 - - � 1. , �.., "', ,;It, 1�zi ;,:2; : , ,-,\ , w , . I i *�411�1!�!!p�l ij;1_11,i5,4�1�,,��t;,, I i __I 1 .! .. 1-1 it' !1111� "111111111il, ". !i;; �/11111 r - Pf , \ ..I ­ I-_.._ I i A 1,ij::4-,..�.:.:.:�.�- � ... � , Nl ­ ;:- ­'­�,i,.-i, 11, -,�,�i""":`��.� 1�1 1 I I, -,iii--,-.-, -I-...-ilu":!�i - - 2W"',!5.i!!i� ,:z��.-:4z!;.�z-,----�!...�",�',ii:li�ili!i��;!;Iil�!ii�����l��i', _,��,�:!�$�i:K'11�1­ �: N %�:::,:,�\',\ � I - � - ­ �! " !!��i ­ z .I i I 1� li!1:x.---.--�­-� ,70=1�?'M I,-`,i�.,1`:!!iI . .-;�-,4,���--�,_;Ii7 BY A REGISTERED CIVIL ENGINEER OR Ll(. ,NSED LAND 41 . . fl�., .�-x..!..-g o,!_ ...- %1, i I I ., -1 li�!!i$iil�!�!i . - ­ :- :j I ESS - 11,­I/ i �:L:-:!_ ; - , .. . . ;4.z. . , !�,�, I %'\ . i I - ,., - :.�!;ijz: . 1, � ., !'.'.i;1�".... / C. , : .. lj!.Al � .7;11, --;,I " . . " \ ,\ i ......­-, � t I- ,0 I ,f 4 '141�l;�;i!,!!�!�;!� -t;.�,i�iv:q0*�; ""� "' " �iA, � I i,. . - I � -11 ,� I! , ,.;.,.,...-. i0i-.�ii��!.Iiiiii.,.Ili !_.� ., 'i. .. .1. - , !� I % I . i , I V ,.'M i I - " !z,? . . . . . �!i:��!�: 1, 1.,--) -T - - i� �il�%�:tj ;j� Tii. .,. % I It.It I -li . . .. 11 t,;!.�,,�",--'.-'��-.!;�i!��i!ii!, _­�,­­­A.;�:!;,!Q� i, 1� - " "' ;1!�,'ii,14�, I .: '�-:lli \ 11ilk",-Q .iii..�'li;"Il��,,�,'.i���.��,�ii ,'�i I,I � I ,,��!v!;., "M 44 0: -..I -- I -,.., "51ill I" .. ­ _i:��i mfi!��j�j�ji!j�!i:�i.,.: I I 1-.15 -, ..r-"ti,..,-ji,! !�IiiM !Ll:t _ . I 1 SHALL ARRANGE FO�R INSPECTION (CALL 466-8099). 1 ,", / . - 1AQ,E�,i!14,;,,,Iil"i�ii.-, P ,:;4` - k �i2�i�i.$]iiiii�ii;:�i�ill�i�;,!illi.;,IiI l' ..... �ftl _ SURVEYOR IN ACCORDANCE NTH CITY STANDARD DRAWING #42 AND AS REQUIRED k. .t IC4 p__ -L `.-%!�!...�'i�--���,�.-..i,,�'�,!..,i,iis,.�4�',�;i:.��,I:�!�.,�;j�; " :'If � _, -;�, . 1�.'11 �.�-:-�-.-�!!I!�!;!��,!I����!i!ilii ,.,.,! \It I , I -ETING WITH THE CITY AND OTHER AFFECTED AGENCIES. THE CONTRACTOR " .\1 .il. i It SHALL NOTIFY THE CITY AT LEAST 24 HOURS PRIOR TO ANY WORK BEING PERFORMED, AND .. [� `�; ,l 1- .. I ,-�!'�!'-.'�. _, ., CONSTRUCTION Mr "'. ., ; ,!���i��;� I , ;, ;. BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP A ,L , � , 0 1 .", U " J _f, . �,,, .: .�"..lji!�!ii!�;!Iil; ..�.���.��."'.,.!���!::�:i�!;7i!iii�!�i�;��ii�...�;--�i.!�, '. � 1, � �! __ -I ., . :,�-P ii� .i ?I �w.;:.�7�i i h ;- 1�.�i�i�i�I�i�iii�!!ili���ii;!,*.,�, :5 i­'h�,,�,P; ,',,!!.�ii�1`1:!!� 1-1, . I . , p,,...ollfo!�,;!�!, �� I , , iv; it 1-1.1) . I , :1 ...'e, - , ii :�lln,!,F;:`��i : -1 'jl.i ;I �1'1 , __ , ,� N,� -1 �zi�.Qgi,` � , , '(,�., 1 ;,71 1 ... 1. , , ii ; .. � :f �,-!;�ii`,`�I:J:!:i ;i�,li�lt;! t :i t.1 ,�:�Til,.,;Ii!��!��4:1i!! :k i"�"�' �1., . �!:; 1. - �11'., :�� - T - �.Iq . � 0. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE tN,ITY COMMUNITY i, it: . ), N�1`111 fo ,�ii,,�]"T't�i:! I- ��w�,.�.' , � I-1�;lz�'r,��,Vll:::;;,: ��!!! " . ,I t� � 1 1 I 19, A SOILS ENGINEER ,,HALL,SUPERVISE THE GRADING AND CERTIFY THAT ALL GRADING HAS BEEN � � ..1 Il o l% ;1,'..1 . i - M .. 1,�...... ­,­ ;:.,..- i. . . III ---, , - "j I lr;� 1 I,$ , ------- ,7- - ,_ -3-M :- !­'­ "Vihlzl��,,,,!!N ! �V / , � I-.- I :i:�!�144���"!!;;;i;iii�!l��.""i�i:�., �i� v i�, li .l� f", t ;l I ."', T!iil!f;iiii,,i�,i�: DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL, EXCAVATE OR / I I-/I-- !�', !i_ _'. . �i!�I'I�Iiiiill!il ,",�:r�;; I .. I � .1"i"' / I I I �w - W 1. - ",­.-, f I i , NCE ; . ,:,�-," . 3 I COMPLETED IN CONFORMAI - WITH THESE PLANS AND SPECIFICATIONS, CHAPTER 33 OF THE � . .1 'J - � 11 � z = � � I . '�' , I ..1 i�i " !::��Iiii�, i!li`� , _,�­_- -........ 1, � :I! ; I UNIFORM�BUILDING CODE, AND THE RECOMMENDATIONS OF THE SOILS ENGINEERING REPORT. T I t'i'l ��-.,�..��!I�;-, :.;::.I� '1l.,! ��!.�� 00110ii � �ii!i...,......ill l�'1i.`,-_"1._1`1_1* .. 11 i ,4 . - ., `�ilii�, . -.`��;gqi�",�' �. 1 / I ,;"i � '. ; : i�;i��il,� .,,t.;� �� '. ...-.-,,! . !i 11;i!zi.; , I z z� ..";-1 -41N .. I I 11 . I I., .RR...z ijj��`ii$ ! """,' ��§!� iiM1'_-1,_._._!i! ii.;i�'111,�� ., ji��,! . . "! I , ",.- , I " , , i � """' , , -i-l.i.j..., I---I-- - �, I ; . __ -1111, :,.�.,�:]��__ - I N___ ' I I �N J. , !I, . � ,; . I . . 4 ;�:i��.,,,,,,,.i',,!.';i�j�,:i,i;;�s�., . . . t 11s; I I �_---_��'li �.-,, . I I t I t .,-a 1- I.�-`,!iV11;1.11_._ �;:�, . I , 0 W�il�.,W.��_i, -1 1'e'll, lt'.-� i�ie­ ...izbi!:--��Qzl_,�� �.,l .�",�,j,-,-,�,.e"..,;",.i!!�.--.,i�x:�i;.,.�.�-.-.--ii-�.-.-,-.-�,1!.,II TING SURVEY � � illf. I., I I - -, ;z: ........ -,.- -t., I I * . I . _-_- �f �,�I i I I 1- 1 i W � __-__ z�l I _�, - -2, 1 - -� . -;,, : .z ,z �_ _ , , ­, . MARKERS DURING OONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DISTURBED � ;%-i � I ___ - - .1 -_,,� ;.1.151i, . I , ,-0, -5-N....".-OR1,4511 , ­_."'. . � , ! !!!�ii._ "r-._--- ..i',�',�.".-�'"'.�!llllli�'�-'-.��l.-'--�-'," .,I I � ` ;',�,-_A��' . - k, z :-! - 11 -11.1 1,�,.,ii:`,I'�: ­, �­ , . . (NUP .30-07 1 i 1z Il. I - I.i. -1 i- I ,+a 19 "" .. . � , i:�j-;;��f�:, I .. ,� . t ,., ,;,T ! .1 , ;M 111,111 � , ,�,l ". $ .11: f, I;� , - ­;;? -* lii,N I ,, IN ANY WAY DISTURB THE GROUND WITHIN 5 FEET OF A TREE. . . lir/ / ',I'e;1, j� ��li,�iz�,,,., ..I.h /,", .. I I M I - - I I t .,. I _,� i .. � 911", ! �__!" " 1:z . - ­, . p�.�ji.-�,�1!11.*V;il 1* 1.00 P. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERAL[Y ACCEP � , I . .., - - t§---.. , ., 111111 , Iii I / �:.71�­NB-,`R,�,'R 1`11i I .11... \ TED lit '�., A;il i '. � - V ;!ii-R,�P-it'. '14 ..ill C - �% 20. THE CONTRACTOR,, �HALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXIS i I ", r�'i'��,-.--�r�,,�;�.%-,.�i-z�.1-.,"Z-��I 1-1111v 5* , Li i fl,* ill_'_"�`.-'�`ii'�`11 ,�."?""���-9,�.,-,�.-,.r--,i�'-'�,-,�-."- ,�'-.�,,�',*ii�����'..-'�"i��'���',�'.�i .! * .N il .4- , .! --- I Ff , I J � - .......__ i 1MV..." N ,� ._11,... I I - ,, . - .1, q ­­, J.�,? I .�,, � __ " ;I I j � I . -1 , 1 , , t��!!�* �!;iii��i��;���iii�i!i...iii;i�.I 11-11 , \ � . , JI � :��:;!il ,1�1�!�llilll " " %-, �", i 11 t_. ­ ) I -1Q,--I L, . il�;:'...11i ;�,�,:_*/'" . " � ,"I- 1 i 0, SHALL BE RESFT AT THE CONTRACTOR'S EXPENSE. f "'.; .'.'il ; l!k$��,`Ii;�It:!i-�� "' ' � !11 . � :�"I,: , :�,�;;i 1!;�i!!��,' I I � , . I 1 19 1 1 ! �/ I -,-:� .-:.. '. .'41.. . ,5X, ­..�1. I.� .il -" i���:_ .. -_;% t��.­: �, � , I . ­ '' `\ . ,;�ie ,;�:::I�!zi-h�., *i�.��z. 1_- . � - �� !�i�-�I-��::�i;t�;, , �___'_:4­`iz�; i i 11 I I 11 I , miz ,� N"', 1 i-? -4-,­-:�. ;-�..-5T�1�-,�ii, Z�Iiillll.-,:,!� ,,.. T'..'-"-,"', 1 ­...:,.. , ' ' , Vi`.i�i�i.'.,"_iq��: ,� ; I f i��1­111�zz-_N,z.-- I..14 6!,.,.. �� ...;ii:ii�ii!-,..'i.!��".i".,!�",.! 11--;L - AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING ., � .mi I - -,- , l!1��:,.`.I1..i,11lii!t ��;:�;ij 1,�,�."-'� il:�11 , �� .:� . 1:1, .:i�!ii'.`"'i"i TI HAH BE REQUIRE : TO ASSUME SOLE --�-g.-.---.------, "'ili!i'l,$11_--.I! �.,I... 1� ,R.,��zzzz,_._-__ � ,- � . ---� . --:I ,---Z.l ."I'MM-Iiii I i�iztli�i:i-zjzl� , ,,,, . � ii,I I I I f I / ill � n .-I.,w, -.�-J-�-44.- - I t I _1 1-iii".11", I,--, j-."',` I ��!, b 214 III!, 1, '", ,._ - .. ....�� .�2.... �Zl; , I I $4i!y .�--- , . "'.."'i I ., � �10' ��l:llii��!!I;ll X...." (-I- ,; I t.''I / � �--!, �, z.'�:%:z'izi;:,'i�1_111; CIVI\. I ,�! �i: . , 1% - , "',-, 1;111i�li!.�i`l�,. �� ..;�5�i�-,'i� . ,�!N!,f!�- I*1 � z , I ,', .111._ii�i� zN � -,�-,e-,, �� ,,,.. .. THE COURSE OF CONSTRUC71ON FOR THIS PROJECT, INCLUDING T11E SAFETY OF i '. ,l, .. , .jk;�,z:zzz:z 'k �l ..'� !!;�i,�!!i Z�,!��!�: .i,��3!!I�!�! .;f I YX;�, , _,"z"', ,�,1�.11�!,,;� .. . , i,i I I I ` TION OV R E SLOPES. ALL �, I - P I ,� �'. �:l . i,*:�k t, - .. �j�,:�f!�i�.;� EO - 21. ALL TOP SOIL SI, kLL BE STOCKPILED FOR LATER DISTRIBU E TH . -1 , 1, ........�i� � 1-!1! _;:l.-;q 1; [�:, ''il�-,i ; C � " . .% .=1y " il, ... �,;,,!Iplz; �. � """' , , . " -`--11-14 _..�t!i!` I '' %�"PE',�,' '4*,ALL BE HYDROSEEDED UPON COMPLETION OF GRADING. TI ____`_l . i � ;. ", I /I � j, '.1 1 �.!,-,_ .., fl:� .1 -1 . �t; ",/ i I �;:­, i�i���1�0�,:i�i�,. �i!i!!Xl I I"__....I. i �1 I 11 T IRRIGA ON � � ..:�­�,;!�%'o:!�;i�.;:, ; . ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SlIALL BE MADE TO I lF / "',/:', q , ). .. ,-J� i� `ii,:: : ,ii�ii!�,.'���,��i��i�i��!i!"",�l���!i�!�:���:��:�.�.�.i�;���!,�,��!��i!!i�i . kl� ,%, ,�!��il�� i \ t,I,,,--.,1+.;,I --OF C N\\� -.I.- . I. 1 1P., �. Tij"�`�",,MrRi tig$iii�!ilj�!;��iil�j.l I" I I �i.111.;­ �,�* 1.,I 1,%,--j!j,i ."!:�� CUT AND FILL St." - t APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. �� - t. � 1� ��, )i \ /" "I . � 'I '. / I . � I �-.-.- _t, 'f�, , , ,��;";,-I'' -i-i��i:i�!�',�'� � I i` /I",6!�,',,� . � - �-,J�.1 V` -iil�`. 11 , - , '1� .;.-P','�--� � ; 4`;�i��:11�1,11 .-... I I .. 1 7 THE 11 � I Z­z%. � , ,, I . �1�1;;�l�!$ I Y/l, x;,ii:'. I �,,-;--,-,,, ,.J�Ii�,�.�:.il_ I, -1 ACHIEVE DENSE AND GROWING VEGETATION PRIOR TO FINAL I L ;"". ..;4 .� ,_-­­ � ___ _'/ , . /... , %'.:_`%1�'1L---.7--77T�`%T., �_��. .!�:��;!�l,.;lj:�i�: :;� ..-.-.--. ­ 7 . ,;"I- -;..�, . ,��-,!.'L - - 1 ,1,4 INSPECTION. A 6,0ND MAY BE REQUIRED IF THE WEATHER IS INAPPROPRIATE FOR HYDROSEEDING. _.�-", ­­ - !-/ ;, � �)'1 .,r N,,�- . � I�.' I i - _ "�!�.�l ..-.,�rf-�i�� I, , ,J .1i'l, � ... . .. K .1 V -1 �,-,�­Y,,�-�_ ---- _:,.:,,>-.� :": �." - , .I A 'I 1 1 1�,,� , ''�I I 1 11 � ! ..;. _-­ " � . . I . 01 _,;-;� ..: ­___:�;1'" � . I � �1 �' I A �, ... . TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE . I . 1 � 1`1 \.k 1;;.,;,-.-.., .. , - " '016iiii 1 ? / ., tj� 't I ,� �g.�. ­ A MAY BE NECESSARY 1k ..W �. ,� ! - L I .,­.- �.',; ". �-r� 1-'_- , .:I -._111;T____i;� I, .. CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL ��,',,,,-., I '.. ,�, I,,J __�;I­ 41�%, 1 , I 14", � .1-11 I. --L. I, . I i 0. .t. I - . %-�_ ', r ; - , "�!�; J ; 4 1 " L;:;� :� I I '7, , I " _� ".:!;���;,,;-.;:�!��!��,l�:i!!!;�ii�i��I ._Q V.,-� , . f "�'"-,- " .1 I ..., M V �� ,��;T:�t'T!!Wll�; ,, ';��:�!�x� I - " � , .., ..., � ":IiAi.�.�. , ii.?i� , , .I. LIABILIT'r� REAL OR ALLEGED IN CONNECTION NTH THE PERFORM.",NCE OF WORK ­ I i I ,,� 'k,". I it.. _. . r__.. /_. ­;,,�_i�­, ., ! 22. ALL ROUGH GRADING AND FINAL SOILS REPORT SHALL BE COMPLETED AND APPROVED BY I- I _,,�,,.� I I 1 ..4� \ 11 ! _� I , -1 --, �l . 1, 1 � , .. �*;-/ t JA If, � If -1; I'll / � 1� ,�, � "' - iil�..! i i, , I I �''.1 � THE CITY ENGINEER PRIOR TO ISSUANCE OF ANY BUILDING PERMIM ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENC OF I 1. I . I Z:,tl:-.,� 3: -,.., L 1. __ "';..,, W�--.i::zi�:`�Ijqlf��4!; 'li '0. I ­ III I I �� These plans and specifications, and the I , " T,:"_�__, - - " -.0i.Jjl�,�l 1_1 I .7i-�- _.;�,._ _:��;;,._i��-2 q""._-- It 1. I -.1 �,1­,-.;,-, I ."I,". 000, / � ( ), if I;; .1 � ,_.1-....'.. .--- .., �, �.. . ..,,,, . ____ 11 I, "I Ideas and designs incorporated herein, are � - ,\ ,::_;-�� . . 'I, - 23. ANY OAK TREES' ON THE SITE SHALL BE PROTECTED DURING CONSTRUCTION, AS OUTLINED IN ,I 1. -1 . '_��, v 11 " Z_�­-.l J" 1, I'// 11: "I . . -t- -'��',�) ,4 ­.L�,,,.i. J .?., IS ;,'' . � ., . %, -I,. "'! � ---- � TH "L "'..." ..­ Z .'i. . - ` PRESERVATION ORDINANCE NO. 553. NO GRADING SHALL TAKE PLACE i DESIGN PROFESSIONAL. "n E .__�Y. _­­' I -��z--��-- -iL. - -- , 1. J - %.'_1 --- i!ii!�,ili�i,!iiiiiiil!;illiiilii!i!l!��,i'll"�,"'.iiVi. /;"--, , ,,, * E .- ......Z7 .,r--;:?7 ; --;�-,-- tlz2li ,.i,,,. I iii, ,,.w ) , ,�,,_ Z. _ I - _ �I. ,-,4, : .., ... ____ . ,�� , ..1114 l--1_ft­,_'­' ­ I � 1..'�, ._1nn-:-!4 1 1i .. .. i i I I -7!�___ wftft ,.,.. I...'T.: I LJ - Instruments of savice prepar" for the ,,-:�� -7,Z: --,�I-­ I �_.,.�'. . '� -;�',� ... '. I 0 <1�., 1� 11 ­ E CIT'70S OAK 7' onstruction of work shown hereon and . . -1. 1, .., -,�� V. li...�-,:-­�.%;,�__ ___:_-�_. : ._,__­_­ - I-) F .... - WITHIN THE DRIPLINE OF THE TREE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC c . J - . I 9 i - 4 -, - i�,�;,.-.,., ------ *1. .1 1, , , , . shall not be used in whole or In part for � Q. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL 'ENGINEER __ _",_� . � _Dz_.� -*, ,�:`, '�I" I..- _4 I il ; .11 e,. t __. ,_. _­ � I I � I , . I I.: ­­ :-�,- , ; 1 - � `­ �_-��, :-.',, -- . _:.;��...�- _`­ 1�I -��, - -7 - _. .:11 . __�,.. � .-�,, ; �,�_;L�!��,�e." , .:.;,f_�;­ I - I ,, pr I I `.-",__ ., ­_', I I .. I , ­' . ; ,,,�>,':,,,- � - I �� ­�.1- , , , --f OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA. I -..--., ­` -"% ".M. " -1---1 ,� _:�i�t ..-I" ; - _,,X,:_ - .;!��r, ��_H" -, TION MUST BE CALLED PRIOR TO ANY SUCH WORK TAKING PLACE. any other prot,ct without written authority _ . . 1- ..ft -1-12-:1, ,�� �7. ­ _X,:, , ..6� -----_______l. .­-- :_�. �`.�_'� i ; I ,It ­___ - ,-" 1�_ - - i ,;;�`_�_.,:_7 WORKS, AND AN INSPEC I : .-- - V_ - "' . _ , _� --1__._, -"% - - --I-. __ - ib� " .1 ". I, . . - _z- I - _-, � I tr ) - . I . ___,, _ . I -i, I ; / J ...,-, - - - - _,, ! �� 11 1'- ,, I i ,� IF REMOVAL OF AN OAK TREE IS PROPOSED, AN APPLICATION MUST BE F11 ED WTH THE t, . R. THE PLAN CHECK OF THESE PLANS BY THE CITY OF ATASCADERO IS FOR THE III ",I ".,I - - . 1i . � � ­_�11 � . ... __ 1, ___ ', �. _ _,__:_-b,,- �) r _. 1_� I ,; of i(C Design oup, Inc. I __ 1� � - ,:�.-­,:11.�;,-�­ ____. . , -" - I":�,� __�'. . _.-.11h ___ z . .....��., H.�", _ �� ­_.� _;:,",A_ ­ I f� _.­. __.. .--� 1_1�.:-._ -1 ".__:�.._., -1:..:11, _­'­i I J / .00 : " / -, ..01 ____ ­:---,_,� - ; '. - ��, ,; I .1 i _­­ - -I __� I- ­ _.. "' I/ I . I '. I i , �ftftft 11011,��� __ - ­ ::,,. -:��-�­ ­ I ' '.' I Y THE CITY COUNCIL - I _ _,� _1_.1..-.__ i _ , LIMITED PURPOSE OF REVIEW FOR CONFORMANCE WTFI CITY PROCEDURES AND OTHER 'ill . *'I I 1, 100' RAILROAO� SETBACK .01-1 -­­ ____1 __ _� - _-7!75�,­-- -1 ­ Copyright o 2003 KC Dosign Group, lnc 1, ..... - .- - - -__: ,�.�-o_,,�,,­ I I I I. _". , _ , ';�� - , , - ­ ....... . .-..-- - I , . / I., ----------­ .1 , _,"-i6l .. "I .........I - .: .:,. f�.,�' I. -- �:� 1, All rights reserved. Copies of this drowini; i , �_ r�....�5­::�,,:.. ..F�_. �,.,.��--�- - .� � � ,,_/ 111�1111111 . .._� :� .- - . I, , I I , i e/ � . 111111111 I -, ,­'.., 11 ....,,, i z -10� I I ; �/- have / , ­_-, -5-�� � - _ , .. - - 0 1�14 . �I-1_1 .- , . .- , :­ ­ ...- ... " - , ", . r 1. . i 1i I j 0 , ?I I shall this notice. � I', .,,��:,,;: _, __ , , .. ." 41 i , 24. ANY TEMPORARY STOCKPILES OF EARTH SHALL BE APPROVED BY THE CITY, AND SHALL NOT � APPLICABLE CITY POLICIES AND ORDINANCES. ,�l� - -­­­- -:_ ­!��,,­---;,,_,,..j- , , i " ! ; THE PLAN CHECK IS NOT A DETERMINATION - _;�,,�': 'l - ---..-. - _;iw:�-�,:; I / -11, I `,_� ....... 01�1.1 �_ '".� .. .. ____-__.,___"`"" -.-. - -­ . .1 - ,:;�- , __ .,., - � . i OF THE TECHNICAL ADEQUACEY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN , ,,, _ _­.­­__ t�� .,4 A.-I 11, ­­­'.. __..,_._,___.,.1 ( .__._,.,__.__.... ....."..".­­. , - "__ ­-- ,,, I__ __­'� - .�.�'�-,_��,� -- -, _7�:�'; --:. ., ". a I ., I " �........ - ... _- ," * ... .... __ _ .. 1. I I ." _,_­­-.­ _ 1. 4 k __ _:;:�,, ... _ - - . OBSTRUCT DRAINAGE OR CREATE BLOWING DUST. i ---.7,. - .% ____.,.­,'VttJ­-,­ ­-- ?�-,­_iLl.:.! .-�. 'c__.". . _-, __.. ­ 7 a . i / -.1- - ". _X. �k V", .111. _I � ,,_,,�,,,l,,iv.­'-;�­­. _____�_..*._­ I .., .'.-. , ., _ ,. -, .-- 1, �, �� I I f I I _ ... __�� .:�.,,,, '. . "i t, ho 4 .", . __ � * _. -:.".._,-,--,, . FR..�, _I� _1 -........ , .� ,�_ , - ".1.411 - _r_-___..1........ - I., . ., - .:- I -� .., - , ­ ... '.., . CHECK DOES NOT, THEREFORE, RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY FOR THE P .... �._ �., .- .4 t " - ­� 'r -- _ - 1:�� F V I ----- ...­`� ,e .- . _-.1.-'_---' .��. ---------�,!�_-��.:��--..-_�` -­ -,�-T_0,--1, I.:__ -----.,;.--.-.-- .�"-.::""'! �I i - ., � I - -?),­­ %­­.,.-,;��--- ,...;z";,�_ ,­�11:9 I.I - , --, I.I�`.... .........."""',­ 1e/,Lv)10 q- ... -11, I --'-%... ­- --� -.". - �,�.,, "., 25. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN AND INSTALL THE APPROVED � '... ___ ___ .-. -1 . -�::, -.1._ __ �'v" . 1 6/30/07 � - _,'11 ___ . . _ , -A...... ­:L�.:=,;,:,-- ...=-_*:-:I!­::�-_"--k3 "', ", - .','_-:�-,::,:: �_-- ,_1-1'. 1111�11e5- : ____I� Ddta I Ill .,�A, _1___-,.---.N , _� S " .." .,r, , _., , ___ - ." � �, ........ __v , ­ � ::-�`� ..­.:.,_ I ­ I . ! � DESIGN OF THESE IMPROVEMENTS, IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. , - ..--, __ I .__ , _ ," _­­ --.�-::.-'��O.`: __..,.-- -11 .,,-,, �1� k1l. _` License Expires nia 1� i�, . - - ".1 ...I, - -1 � ", . ,::�.--- ­­­""', ,,�7-­- -...,.,_.,�,=:-- __......:,....... -=.� -, __1-1 .,-,-.. .1. ­_ , �` � "' "�,� ,­ -�.--..,.""O�"".----,,-,��-,-��-�. ...... .4 , _`k- '_.-�­.,",f�_-,-_-n .",V-- ,;..11, ­.I.-­_:I� I.,­ - . - ..,"._ . -1, - ,::- -i , nr 1; - ...'. ­ .-__ ._-...1.1.-- � .-.,. I V, , , _____ -.-.. _­...._- .�.., 1.._ -I �4, . 11 .. � I—— �. . .. .- ­ .. . , _.,-i;--� ___ ­ DRAINAGE DEVICES FOR WORK DURING THE RAINY SEASON OF OCTOBER THROUGH MARCH* __ - __ . �3 .17 - __ I ______ --- ------ 26. PRIOR TO CALLING FOR FOUNDA11ON INSPECTION, THE ENGINEER OF RECORD MUST CERTIFY IN - I � I A I .,5%E_EE R., N 1 2 LE S � �� WRITING TO THE BUILDING OFFICIAL THAT THE ROUGH GRADING AND LOCATION OF THE STRUCTURE ­________ J t- . I! ROVED PLANS. BEFORE CALLING FOR FINAL INSPEC11ON THE ENGINEER ACCEPTED BY: DATE: I 1! NOTE: I � . .--. - . �71)IRECTION OF SECONDARY EMERGENCY TIFY THAT THE FINAL GRADING AND DRAINAGE CONFORMS TO THE I A. ALL SEWER CONSTRUCTION SHALL CONFORM TO THE CITY OF ATASCADERO ENGINEERING . I PROTECTIVE FENCING IS TO BE INSTALLED ALONG THE APPROVED PLANS. � IFICATIONS. � � B. ALL SEWER MANHOLE RIMS SHALL BE�ADJUSTED TO FLUSH WITH FINISHED SURFACE RIPARIAN '1­3ETBACK LINES DURING CONSTRUCTION AT . PROJECT MAP EVACUATION, EXACT LOCATION(S) TO BE . . � I! l 11 ,.,� IN PAVED AREAS AND TO 3" ABOVE FINISHED GRADE IN LANDSCAPED AREAS. THE DIRECTION OF THE BIOLOGICAL MONITOR. SCALE: 1" = 60' - DETERMINED IN THE FIELD BY THE . 1 * ; � FIRE DEPARTMENT STEVEN B. KAHN, CITY ENGINEER$ i i C. SEWER LATERAL PIPE SHALL BE PVC, ABS. OR DUCTILE IRON. PVC SHALL BE SDR 35 STRIPING NOTES n I AND ABS SHALL BE SCHEDULE 40. ALL PIPE SHALL HAVE INTEGRAL SOCKET ENDS .� (R.C.E. 42350, EXP. -3/31/04) ! I , i ; FOR GASKETED JOINT ASSEMBLY. PVC PIPE SHALL CONFORM TO ASTM D-3034. 61M I I i : z - SHEETINDEX 1. ALL STRIPING AND PAVEMENT LEGENDS SHALL CONFORM TO 'C-HAPTER 8 I ARKINGS", OF I -- --- 4 � HALL CONFORM TO ASTM F-477. � , LEGEND I I i i $ A tA THE CALTRANS TRAFFIC MANUAL. i . i i I . D. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION ON THE EXACT LOCATION T_ I - - - DATE: � 1 I;p- C1.0 - TITLE SHEET TRACT BOUNDARY ARE TO ; OF ALL SEWER MAINS AND LATERALS (HORIZONTAL AND VERTICAL). 1 2. TWO COATS OF PAINT ARE TO BE APPLIED FOR ALL STRIPING. PAVEMENT LEGENDS I i I ; i "z - - - � F, Drafted By. MAB I i E. A CLEAN-OUT SHALL BE LOCATED WITHIN 5' OF THE BUILDING FOR FLUSHING OR ;�kl 1A C1 .1 - NOTES . BE THERMOPLASTIC TYPE PAINT. . : i - I ! . I SNAKING OF THE LATERAL IN THE EVENT THAT IT BECOMES CLOGGED. . C2.0 - HORIZONTAL CONTROL PLAN RIGHT-OF-WAY LINE - - - 3. DETAILS CALLED OUT ON THE STRIPING PLAN REFER TO THE CgA�%Qk - I -ANS. . Designed. By: MAB I I F. SEWER CONSTRUCTION SHALL NOT OCCUR UNTIL ROUGH GRADING AND COMPACTION CENTERLINE - MENT MARKING DETAILS CAN ALSO BE . Checked BY: KJC i � , . i : i C2.1 - HORIZONTAL CONTROL PLAN I vt== 91"IN ! i HAVE BEEN COMPLETED. %****-� I SITE I CURB "MARKINGS", OF THE CALTRANS TRAFFIC MANUAL. i ,� - - ...-ll : � - � i i I G. SEWER SYSTEM SHALL BE TESTED AS REQUIRED BY THE CITY. TEST METHODS AND . I .� ; I C3.0 - GRADING AND DRAI GUTTER P- Y-PA � . I ) I I ., , tr==L I r 4. ALL STRIPING IS SUBJECT TO THE APPROVAL OF THE C fa - i . PMENT -1�evislons ; ' PROCEDURES SHALL BE PER CITY OF ATASCADERO STANDARD TESTING REQUIREMENTS. I I � . C3.1 - GRADING AND DRAINAGE PLAN SIDEWALK 'OMMUNITYA)EVELO I I .P- , i ��Cll� - - - CITY OF ATASCADERO/C , 11"'? 1 � � I-,,- 1 -7 y . - 1/7� "I ITZ"Z-7- � ,; i ��_f,51 %*'11� C4.0 - WATER, SEWER AND STORM DRAIN PLAN EASEMENT ............I .........I ----�---�. .......�...I ­ I z /, �i I. / - _� . . I 111__"" __�// / I l , � STORM MAIN NQTES EXISTING . ,� 11 _­ ///W, ,---,-, - t �, / � "`_,___ t .� __ ! IT / I .........7-7 r..­-_-____ PROJECT STATISTICS , / -SERVICES , /' . i I C4.1 - WATER, SEWER AND STORM DRAIN PLAN I-1 ..........- 5y // '11-DING - .1�., I ! ; .;��------- ; %. i ....I...­­­ -..-11___ __I 4L__.___ , '11.,: ! i A. ALL STORM DRAIN CONSTRUC11ON SHALL CONFORM TO THE CITY OF ATASCADERO ENGINEERING _Pf- I * I C4.2 - WATER AND SEWER PLAN AND PROFILE __.- 1.i . - . I I" : � , ;'A . .� .,"Z' i � i IFICATIONS. .. A : ��p I - i / I ,.11 � - I .1* C4.3 - STORM DRAIN AND SEWER PLAN AND PROFILE - BUILDINGS F)AIL I I I - I t I I , . � B. HIGH-DENSITY POLYETHYLENE (HDPE) PIPE SHALL BE INTEGRAL BELL NTH SPIGOT FOR SLOPEBANK 4:1 FILL TOTAL NUMBER OF RESIDENTIAL UNITS = 60 I.. _ I i i 7- EMBLY ON PIPE 12* AND LARGER. PIPE SHALL BE INSTALLED PER C4.4 - STORM DRAIN AND SEWER PLAN AND PROFILE I . I T i � ! I` . . - %"*� , . FjL.D&Pf:RMiT NO ., A I ! I APPLICABLE DETAILS AND MANUFACTURER'S RECOMMENDATIONS. TOTAL NUMBER OF COMMON BUILDINGS = 1 � . I i is- SPD: 10/02 t i : . i I C4.5 - STORM DRAIN AND SEWER PLAN AND PROFILE -12 . I ALL HDPE PIPE SHALL BE SMOOTH INNER WALL ADS N-12, OR EQUAL. WATER MAIN W - : i II �, . . 1 t C5.0 - COMPOSITE UTILITY PLAN -8 PAEKING � : � C. PVC PIPE SHALL BE SDR 35 NTH INTEGRAL SOCKET END FOR GASKETED JOINT ASSEMBLY. SEWER MAIN "-SS- : i i ! ; ,� . ,� PIPE SHALL BE INSTALLED AND ASSEMBLED PER APPLICABLE TRENCH DETAILS AND . PASO , Z�,--_ It i ; - . ,vo C6.0 - CONSTRUCTION DETAILS SEWER FORCE MAIN -4"-FM- TOTAL NUMBER OF PARKING STALLS = 106 1 - 0,1 .. I 11M : i : I 'S RECOMMENDATIONS. PVC PIPE SHALL CONFORM TO ASTM D-3034. _______� %� : i . : i I F-477. OW ON DETAILS WATER VALVE . -04-- - TOTAL NUMBER OF RV PARKING STALLS (20' X 40') = 1 0 . � . I %_0 Sheet Contents : I � S.- vp - - TOTAL NUMBER OF STANDARD STALLS (9' X 18') = 96 I : � . I D. ALL CONCRETE DRAINAGE STRUCTURES ARE TO BE CLASS "A" REINFORCED PORTLAND 1��/, C6.2 - CONSTRUCTION DETAILS FIRE HYDRANT 6"___X . . �$ 1 IV 4.4- P. - - I ' cll� tv, I it "; : CEMENT CONCRETE. MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,000 PSI. . 5 19, Ai SA,,VTA CRUZ ROAD . C7.0 - SEWER LIFT STATION 1 4 .- = I . i 1, JOINT UTILITY TRENCH JT lie � : . . : i E. PRE-CAST CONCRETE CATCH BASINS SHALL BE INSTALLED PER MANUFACTURER'S lQt It, i:11� - . f �, I � i I 1I_f:l_. � i I RECOMMENDATIONS. CATCH BASINS SHALL BE CUSTOM FABRICATED TO THE DEPTHS It, CS.0 - EROSION CONTROL PLAN UTILITY SERVICE TRENCH Sv - NON-DISABLED PARKING STALLS = 88 . 1?, 14 T-Y 'P 0'L F A T A S C A �")",E I`If 0) ; � I TILITY VAULT/TRANSF = I ! i CALLED FOR ON THE PLANS. 1 2 . � .- . CIN X -.6%, U : - r - DISABLED. PARKING STALLS = 8 I i 0,N C4 �; " I I I � I I I � / SEWER MANHOLE .4-% !N, I ; i W, [NJ M � , : i .. I It *��i--&I . i . ' R "" 100 . . eco - - It "' " 0 E- - U, S, I 1W, WATER NOTES 0 �', 0 * 7 = 96 �_'4 V1.1 DIMETT"Al ` 9 i to _ Ilfc, 0 ;\�,Itr.:, % Vil DENCHMARK SEWER CLEAN-OUT . 1 Ar% 1 r, 1. E SHEET. I " 0 D __ . �� - - VAN-ACCESSIBLE DISABLED PARKING STALLS = 4 ('�l J, I -�.J N'tIll"', *'% SHA E-7A- "*,tJr'1 , � COMPANY (A.M.W.C.) STANDARDS AND SPECIFICATIONS. . I % `k_,,�F_ THE BENCHMARK FOR THIS PROJECT IS A USGS BRASS DISK, LOCATED - NON VAN-ACCESSIBLE DISABLED PARKING STALLS =1, 4 I, A� - . � A. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO CURRENT ATASCADERO MUTUAL WATER z C 1�'--�44T R U 1. M , LL i C 1.1 FEET EAST OF TH �____ __ ti'% rwl�&I - � r�:"n VE-,,=IN, . I B. ALL WATER MAINS AND SERVICES SHALL PASS OVER ALL SEWER MAINS AND LATERALS WITH . 0 N PACIFIC RAILROAD BRIDGE "223.38-, BRIDGE A813REVIATIONS =1 [3 FEE I N P L.A ul"'E LB,6-ft I 1, I X 2 , 8 . � N ON PLANS. t. 4 r4 I . ors,r i A MINIMUM OF ONE FOOT OF VER71CAL CLEARANCE, UNLESS OTHERWISE SHOW � CA T GRAVES CREEK, 3.15 MILES NORTHWESTERLY i , 1 CTH 1 5TH : V_ i __1 - "" ; I 11 � i t OF THE S.P.R.R. OVERPASS AT HIGHWAY 41 IN ATASCADERO. BENCHMARK CENTERLINE CL I, *IJ AN u, AP'R I L � I C. ALL WATER MAIN FITTINGS, TEES, VALVES, BENDS, ETC., SHALL HAVE FLANGE CONNECTIONS DESIGNATION IS "F 1095 19158"'. - COVERED PARKING STALLS = 61 � - � ! � ;p_ 101 TC I � NTH ANY ADJACENT FITTINGS. ALL GATE VALVES SHALL BE RESILIENT WEDGE, UNLESS I i . 9 tv% BM ELEVATION = 784.72' (NAGVD 1929) .c.34F"D ,24�03 � OTHERWISE SHOWN ON PLANS. FLOW LINE FL � i I ""' 'P Ir 001SPO L_,__._,_._____-__- --__..1__-__, --"--.--.,,-- - _1 I D. FINISHED SURFACE FS NOTE - ------- ­_ --- - i PVC WATER MAIN PIPE SHALL BE CLASS 150 AND SHALL CONFORM TO AND MEET THE C I�0_1`If r%e,% i FINISHED GRADE FG ----- i REQUIREMENTS OF A.W.W.A. SPECIFICATION C900 FOR PIPE 12 INCHES AND SMALLER. to BASIS OF BEARINuai i GB 1. ALL ON SITE SANITARY SEWER FACILITIES ARE TO BE PRIVATELY Sheet Number . I 0 : I ft- E. PVC WATER SERVICE PIPE SHALL BE SHEDULE 80 OR EQUAL WITH SOLVENT-WELD JOINTS. THE BASIS OF BEARINGS FOR THIS PROJECT IS SOUTH 38*03'51" EAST, TI EG OWNED AND MAINTAINED � F. THE CITY AND A.M.W.C. ARE TO BE NOTIFIED OF ALL WORK INVOLVING SHUTTING OFF WATER a -3 BEING THE CALCULATED BEARING, BETWEEN TWO STATE OF CALIFORNIA INVERT INV. - . I - AT ANY TIME FOR ANY REASON. LINES SHALL BE PRESSURIZED AND PROTECTED FROM � BRASS CAPS, POINTS 'A' AND '8, DESCRIBED AS FOLLOWS: CENTER CTR. onal,go*011L I I ONS WHICH COULD CAUSE BACTERIA AND DIRT TO ENTER LINES. . CATCH BASIN C.B. pf r. . &0%4 I . POINT 'A' - FOUND STATE OF CALIFORNIA BRASS CAP STAMPED -PM 48.33'. UEIVED : I I . � G. CLEARANCE AT EXISTING PIPES OR STRUCTURES OVER 12'. O.D. SHALL BE NOT LESS THAN 12 so I . JUNCTION BOX J.B. � . LOCATED IN THE SIDEWALK OF THE DEL RIO ROAD/HIGHWAY 41 . i . N ON PLANS. A SAND BEDDING SHALL BE PLACED BETWEEN THE I . N = 2,383,850-055 E = 5,758,292-568 SANITARY SEWER MANHOLE SSMH i WI OW VICINITY MAP U 110 N.T.S. . . i SANITARY SEWER CLEAN-OUT SSCO AUG 2 7 2(JO4 � TWO PIPES AND COMPACTED TO A MINIMUM OF 90% R.C. POINT 'B" - FOUND STATE OF CALIFORNIA BRASS CAP STAMPED "PM 46.87% � LOCATED IN THE SIDEWALK OF THE SAN ANSELMO ROAD/HIGHWAY 41 1 ..--. -,_�� � . N - 2,377,793.190 E - 5,763,035.621 IN I I - ------- I M EPNNAN& M1 I I 1.1 E in 00""*41k 00 1011111111111111111111111111111F Iml %woo; E M tm = N I immi N We M = 1011111111111111111111111111L M& M =1 Jow"%k = M EW E " a 'It' s TR %WoeT 4 8 EN10rut Livillm FA ILiTY L _/ 49 "YMN&IF - I I 1;;� L I I :r-- I 1'� . � __ � ____ ___ _ , ­ --I I I S 38*03"51" E. 7693-00' (GRID) (CA ZONE 5 HPGN NAD 83(92)) 20"U'JNrry DEVELOPMENT Sheet Number: J b Number: I I . i I . i � I . -11 I 03-021 ! 1,_�___ ,-�,�--�-�--..-�,."�,-..---.-,�...--"-,-. --mar- �- I I - - --- Im.m. 1 6 1__1__-__--.__.... i 1I -I 00.0-1movemm"" I— ", "NO O IPIWI� , -""W.-it- �6 .vv'1""W*"ft4F vm=ml I , of----- ..-- I I-*"- Mtn in'" .a%"*"01.00,F"now"W""_W.aw 0- . on"MR IN-, 1-wo­ 1.0-m- _`ll­I`"�___ - Prw am" I 11 I 1 �. I . 'Mm- ftvw�w! 0- to "I : . I ; ", i � � I � � .1, . � . , .1 � � . � ; I I - I ­ _ . : I i - - I I - , I - i I _-11 -- ­ - __ I I I _1 i { t 1 ✓. �'r r✓ r AUG 2 7 ZOO+ 9 ' °. 10ESIG GX0VP; INC. EXISTING RESIDENTIAL ' y ,,r �% COMMDEV �; DEVELOPMENT ,i P", s CIVIL EEiI1� I�E1�I�V l f.,: `l f. '',•ky •S.}4 i r Ft rl:l, i , :� :...: :' '•V', --' 1X0J ',CT W x.1 YAG:L:�JVL'L',�y'1 AS c •',/ A/", t lrrr. 'i.4's:kss t. s Y♦R :v se •scs r''•`„ ' -? �'y +cs'y;� z ✓ .�! :! _ /, f y{ r KC OESI GN GRO'VP, INC. A& AIL As , - ` :. c• { r r 5464 VIA AM M r/C9aT0S IL N IL In AV TAscAx j `} �' �,° ., r 2. ,� i '•4 1�tE 0 93422 80S” 461-7502 r+ .S ..t.. F f.f.f`•+.^ s •:,s g4 as �� �f f: f.>,+,.:. low, AS jr, w 1 S, N i `yi ss c l,:S<+"'�' tI 1 ✓r-"f r'"" Project Name & Location OF W DE-ANA ESTATES 2A A S wry"- r' "'/ -•~5 l e '` .r'�J '• •s ..:, .r:ri:i" c ..so- �� ^`�,rri'r i, ,'s, $t � l� �-'� `,r>/rf• r J '� DEVELOPMENT ATA 4 `.F `" 3 <� { �..�,'' �+ SCADERO CA• r / s< t •° .:;••;'�.<: fry..� ''c, r l - r,< ,-� TRAIL PARKING .f'" r g�/'•y��j r' <f" 5 S I 11 3 PUBLIC IMPROVEMENT !'� � I ` l �`� �� � „`r'''te 4cs is <'c I J ,ice/ g/ :✓✓rte ii'.r`'r'' r PLANS rl r sl �,r' ssr 1 1 1�� gl 4 (`'.` �t� ,/ Y•s ••} •- ` �,r f r �1 1 I jf ! �( °4 •ct ..s/'"F s " `ys' '`t l t` .rr!'"' r,,r' GRAVES CREEK j ,r � � r1 jj/�W' r �• / r''• I I �I �' � � •,•/t'r..r•:`..rrf 'fy:, s, ':t ctci<`.}c •� .�,: �.r r°" ; 1 AQ ,, BRIDGE CROSSING ljfr l �1r'2_ !` 1 / � / / r'r' .s S.a+r •}t'% J .,,:' x,�x •+-11 z 4 iS I r r l ! ,l \ ;t! i `•i r .jr- a � .' _ °.: � 1,0 ,-" TRACT 2454 PHASE 1 rf%```'`'., •"' f l ''/,.' l l 1,�{1'j$r f'/I I 11 ,i •t c `: •c• ,r` r1 �j'� Jl:/'":.N r 0 300 Boo TRACT 2498 PHASE 1 - fr` 1 INCH =300 FEET APN: HORSE ARENAS rte• , , , ,r IJ 1 r J l � f /J l + �' $�, j f :,.:• 11 l ff l � pP ���11 j ri•r'r j / V KENNETH J. CHACON , , �` I f,Fr�•r'' R.C.E. 64319 EXP. 06-30-07 !✓-�� J-�� �l r 1 l( 11 'O ' � � !!1 ` ri ®'� ♦ � -' ' /' IJ f Zr _ l � f l:lr EXISTING END OF FERROCARRIL ROAD 0000 ®®.4000,0000, dP ®♦ f .,,!•t � �I�''� � f,Y. fir �f� y� �I�� �e ,,,/r;r l' ���,�" �I I ,.'�..1. !` I 11 I? fI �/ l` ♦; ' I 1 ,1 d ter" / ♦ ,f'j 1 I >'I Ir 11 f ' + 11 I .++ i O- � ♦ •! , l l l 01�� ��> I��t 1®�r1 J,I "I � ,1 , S ♦ I f I'I r- a'n f t�l � I ..�..� _./�r •,! � 00000, f I „j TRACT 2`f tet' (BY S E P 1111 A TE J U®M I TTA L) These plane and specoifications,orated hander the Ideas and designs/rs I 11 � 1 1 I ,<,• instruments of sevice prepay d for the ars f construction of worts shown hereon and j' 1r I I rI f 'l I �' " 1= I I I shall not be used In whole or In part for , any otherproject without written authority of KC Design group, Inc. ® , i' � i ! �jjI Ir Ifl ♦ Il' I, , !/ 1J,�® 'fr r Copyright O 2004 KC Design Group Inc.� All rights resevd. Copies of this drawing UPRR TRACKS ®A KS shall have this notice.fi dOp i i`E f `j 1'1 I �'' 6 3a/07 O� f� f f I I 1 { s ✓' ' f /- ,;'•+` � ; �• f' �• 1 t � � � .�-'' �} License hXpIres Date Slgne t C-) ACCEPTED BY: DATE: ,,raj`' � 1 r f J ��+�• .�"" v f Aj ! I � ,f t l 1 l ✓r �� r �� f Ir 1 r1 ! � �' ' l �1 I � ,✓✓i�F •� J•`'� `I PROJECT AREA r/ ✓r� l r `- I e �J �/' ��✓` 'F 1' 'l 1' rI I �k`II lIr ,� ` '�4 STEVEN B. KAHN, CITY ENGINEER, (R.C•E. 42350, EXP. 3/31/06) �+.✓'�� r f I l ,� / l r' h � �, 11 I�'I ,��, I/ f :,,� !S DATE: 08-16-04 w rr` l �''l I � ' -r'' l %;1 orf`•� I `°' HOME DEPOT ! Drafted By: KJc TRACT 2498 PHASE 1 Designed. By. KJC (BY SEPARATE SUBMITTAL) R Checked By: KJc U� x ' r r 11 Z r l f j 1 r 11 I / v w ``►r,., ,t $AlI71 Co QAII I IIr 3r I !! •� ��, ��/r' �j j � 1 y� `t,4y; t F Gti• Revisions j UPRR BRIDGE CROSSING `> l �I I ::•� ,I,.;:•1 r:��: r 1 �• � f 1 J t rr ,� } � �1' ` l � ' 4' �t-� w' , (BY SEPARATE SUBMITTAL) 1 �^ '.f,. l r<'`>Y,.• ,''I '` ;I.,, ','�� r • y f ` �`.�. 1y'•, �?:'I•. :.�_:`�, 5,;: + ,4'�' "j1 ,;r�'I ! E f s '�,:1: / ,,� `c�r ��{. { _} �'+ ,r.S'!'•yy'1..,, I l �f J '•:, y / y„ C ry`}C,iF^y 't' y f ,<•..'1y) 3' �� l o f i S EET I N®E �A� SAA BiXI9Vf l ' .F'r '{) N 1' ? ' ✓! .•s f' $� SCHOOL I T ' coo-, �; •'� �"�3yii ;7r! l � i •. . i° � r r z if , .N I; .• 4.� t l fIF.l3j �� w:.,.r.. 'rffrr ./r �' RD ? I >�., `� :.•: rhr r r}rs.r .:...: r..x. �� C1.0 — TITLE SHEET / MASTER SITE PLAN ROdII v� •e} I :.� ':I >� 'I•• X r 1JIrr � '�/'p'>' ,:i:` `�f,.:..'.'f..'If' 1•f y C1.1 CONSTRUCTION NOTES J < ,� a p C2.0 — SURFACE AND UNDERGROUND IMPROVEMENTS (UPRR CROSSING) � � � {� r ,, rte• �,• .�•v � i� i GRAVES CREEK ff .� P C3.0 — CONSTRUCTION DETAILS � � ��E��y s�4 Sheet Contents BRIDGE CROSSINGrd C3.1 — CONSTRUCTION DETAILS :t ��% 9 tiff S � -•`KO ke TITLE SHEET � r o MASTER SITE SENIOR HOUSING DEVELOPMENT d PLAN fr TRACT 2498 PHASE 2 VICINTY MA (BY SEPARATE SUBMITTAL) f} NTS r 4� Sheet Number i AdmAk i L1�A t u er: Job Number 0 4 03-004 J:\Eng2003\03-004\dwg\con—docs\Graves Creek Bridge\C1.0 er.i G 8/26/2004 1:23:56 PM PST t i _. _....................... -...._-.... ..... ..... ............ ...._....................................................................................................................................................................................._................................................................................................. ........................ u CONSTRUCTION NOTES STANDARD GRADING NOTES LEGEND ON CONTRODNOTES A. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED 1. ALL GRADING SHALL CONFORM WITH CITY OF ATASCADERO TRACT BOUNDARY BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT GRADING REQUIREMENTS AND THE 1997 UNIFORM BUILDING 1. DURING CONSTRUCTION, THE CONTRACTOR MUST POND ALL RUNOFF TO NON- AC ASPHALTIC CONCRETE NA NOT APPLICABLE - SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. ERODIBLE LOCATIONS THROUGH THE USE OF DIKES TO PREVENT EROSION. AGG BASE AGGREGATE BASE NGVD NATIONAL GEODETIC VERTICAL DATUM PROPERTY LINE CODE CHAPTER 33 THE STANDARDS AND REQUIREMENTS OF THE ALUM ALUMINUM NTS NOT TO SCALE RIGHT-OF-WAYANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO P 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES THE CITY'S ENGINEERING DEPARTMENT WELL BE REJECTED AND WILL BE AT THE SOILS ENGINEER, UNDER "ENGINEERED GRADING APPROX APPROXIMATELY CURB lx CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. APPROVED PLANS TO BE ON REQUIREMENTS;". DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ARCH ARCHITECTURAL OC ON CENTER BACK OF CURB �E 1Gx GXO VP. l v C• 2. ALL GRADING SHALL CONFORM WITH THE RECOMMENDATIONS AND AND STOCK PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CON- ASSY ASSEMBLY OD OUTSIDE DIAMETER JOB SITE AT ALL TIMES OF CONSTRUCTION. STRUC11ON OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. AVG AVERAGE OUT OUTLET GUTTER REQUIREMENTS OF THE PRELIMINARY SOILS INVESTIGATION 3. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROSION CONTROL MEASURES OS OFFSET SIDEWALK B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS AND SPECIFICATIONS AND ALL WORK SHAH BE SUBJECT TO THE APPROVAL OF THE REPORT BY BUENA GEOTECHNICAL DATED DECEMBER 19, 2001 AS DIRECTED BY THE ENGINEER TO CONTROL DRAINAGE WHICH HAS BEEN BC BEGIN CURVE EASEMENT - - L _ _ CITY ENGINEERING DEPARTMENT. THIS REPORT SHALL BE INCORPORATED AFFECTED BY GRADING AND/OR TRENCHING OPERATIONS .�(G1JVEE IXG . BCR BEGIN CURB RETURN PCC PORTLAND CEMENT CONCRETE EXISTING CIVIL E INTO THIS PLAN AND MADE A PART HEREOF AS IF SPELLED OUT BCC BEGIN COMPOUND CURVE PCVC POINT OF COMPOUND VERTICAL CURVE RETAINING WALL/STEM WALL `E v C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO IN ITS ENTIRETY HEREON. 4. ALL PROTECTIVE DEVICES DIRECTED TO BE INSTALLED SHALL BE IN PUCE AT THE BLDG BUILDING PG PRESSURE GAGE �, f�T�!�V7.`N STANDARDS AND SPECIFICATIONS SECTION 4.03. ALL TESTS MUST BE DONE END OF EACH WORK DAY WHEN THE FIVE DAY RAIN PROBABILITY EXCEEDS 40�. BM BENCH MARK PI POINT OF INTERSECTION 3. AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION, - PH PHONE 2.1 SLOPE ... WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALL 5. AFTER .A RAIN STORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK 80 BLOW OFF ,........ . CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL. INCLUDING ROOTS AND OTHER MATERIAL UNSUITABLE FOR BERMS AND DESILTING BASINS AND THE BASINS PUMPED DRY. BVC BEGIN VERTICAL CURVE PRC POINT OF REVERSE CURVE EXISTING CONTOURS D ,®.7C'�j'�I}I �I GE�VI STRUCTURAL FILL, AND SCARIFIED TO A MINIMUM DEPTH OF fi. THE DIRECTOR OF PUBLIC WORKS, OR HIS AUTHORIZED REPRESENTATIVE MAY B/W BACK OF SIDEWALK PP POWER POLE D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED 12", FINISHED GRADE CONTOURS PRV PRESSURE REGULATION VALVE AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE REQUIRE THE DEVELOPER AT ANY TIME TO INSTAL_ AND/OR CONSTRUCT C CURB PRVC POINT OF REVERSE VERT. CURVE COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY 4. IN AREAS TO RECEIVE FILL, THE EXISTING SOILS SHALL BE ADDITIONAL DRAINAGE STRUCTURES AS NECESSARY TO PREVENT OR CONTROL CFS CUBIC FEET PER SECOND PSF POUND PER SQUARE FOOT WATER MAIN 8" W ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. SCARIFIED AND COMPACTED TO A MINIMUM OF NINETY PERCENT EROSION. CL CENTERLINE PSI POUND PER SQUARE INCH SANITARY SEWER 8" S OF MAXIMUM DENSITY. THE FILL MATERIAL OBTAINED FROM 7, THE EROSION CONTROL DEVICES ON THIS PLAN ARE A GENERAL CONCEPT OF CL CLASS PUE PUBLIC UTILITY EASEMENT STORM DRAIN g D--- E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN OTHER AREAS ON THE SITE MAY BE PLACED IN THIN LAYERS CLR CLEAR PVC POLYVINYL CHLORIDE KC CF��IGX GR,®`V(P IWC, j THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT WHAT MAY BE REQUIRED, EROSION CONTROL DEVICES MAY BE RELOCATED FIRE WAITER F F AND COMPACTED TO A MINIMUM OF NINETY PERCENT OF MAXIMUM CMP CORRUGATED METAL PIPE BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE DENSITY. WHERE FILLS ARE PLACED ON SLOPES, A KEY SHALL DELETED OR ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING IN THE ACTUAL CO CLEANOUT R RADIUS AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE SOIL CONDITIONS ENCOUNTERED. EROSION CONTROL DEVICES MAY BE PLACED COMP COMPACTION RAD RADIAL EXIST. WATER LINE 8" W 5464 j� C ��,� BE CUT AT THE TOE OF THE SLOPE AT LEAST TEN FEET WIDE . ZUCADE,O " 93422 COMPACTION. AT THE DISCRETION OF THE ENGINEER OR THE CITY INSPECTOR. CONC CONCRETE RC REINFORCED CONCRETE EXIST. SAN. SEWER 8 S AND INTO FIRM NATURAL SOILS. AS THE FILL MATERIAL IS 8. THE SUBDIVIDER WILL HOLD THE CONTRACTOR RESPONSIBLE FOR CLEANING CONST CONSTRUCTION RCP REINFORCED CONCRETE PIPE EXIST. STORM DRAIN ^I8'' -SD F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN PLACED UP THE SLOPE, BENCHES SHALL BE CUT AT REGULAR ANY EROSION OR DEBRIS SPILLING ONTO A PUBLIC STREET, CONT CONTINUOUS REINF REINFORCEMENT EXIST. GAS G G (805461-7502 COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE INTERVALS IN TO FIRM NATURAL SOILS. CY CUBIC YARD RRM REST ROOM EX. S.S. MANHOLE O 9. ALL PROPOSED CONTOURS SHOWN DEPICT THE PROPOSED ROUGH GRADE REQD REQUIRED REQUEST OR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER 5. PRIOR TO PLACEMENT OF FILL MATERIAL, THE PREPARED AREA S.S. MANHOLE S CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE SHALL BE INSPECTED AND APPROVED BY A CITY GRADING AND/OR STREET FINISH GRADE. NO CUT OR FILL SLOPES SHALL BE DET DETAIL, DELTA REQTS REQUIREMENTS IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN STEEPER THAN 2' HORIZONTAL TO 1' VERTICAL. DIA DIAMETER RT RIGHT S.S. LATERAL S Project Name cit Location THE FINAL INSPECTION IS MADE. INSPECTOR AND SUPERVISING SOILS ENGINEER, 10. ALL SILT` FENCING TO BE INSTALLED PARALLEL TO GRADING CONTOURS, DIM DIMENSION R fW RIGHT of WAY WATER SERVICE W DE-ANA ESTATES 6. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 DWGS DRAWINGS ROW RIGHT OF WAY ATER VALVE G. AN INSPECTION AGREEMENT 15 REQUIRED PRIOR TO THE ISSUANCE OF AN HORIZONTAL TO 1 VERTICAL UNLESS CERTIFIED STABLE BY THE TO THE EXTENT POSSIBLE, RETWALL RETAINING WALL FRE HYDRANT ��� DEVELOPMENT ENCROACHMENT PERMIT AND START OF CONSTRUCTION. SOILS ENGINEER, AND APPROVED BY THE CITY ENGINEER. --- EAC 7. FILL MATERIAL, APPROVED BY THE SUPERVISING SOILS EC ENDHCURVE SS SANITARY SEWER EX. FIRE HYDRANT ----- ATASCAD E RO, CA. � H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND ENGINEER, SHALL BE PLACED IN LIFTS NOT EXCEEDING 6 ECR END CURB RETURN S SLOPE STREET LIGHT -° FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND INCHES IN COMPACTED THICKNESS, MOISTENED OR DRIED AS ECC END COMPOUND CURVE SSD DH SCHEDULE GAS LATERAL G v ELL ENERGY ELEVATION ADE UNE SHT SHEET DRAIN UTILITY TRENCH --------�-�-�',Ph,CT�f--- ���L�� � � �� �,- OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR NECESSARY TO NEAR OPTIMUM MOISTURE CONTENT, AND DUST M I TI CATI ON � SURES UTILITY SERVICE SV LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR - 5 THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR COMPACTED BY AN APPROVED METHOD. AGREE ELEC EDGE OELECTRIF PAVEMENT STACAL G STAE�ON ATIONS PG&E BOX � PLANS LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER 8. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF A. ALL MATERIAL EXCAVATED OR GRADED SHALL BE SUFFICIENTLY EP FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. D-1557-78 WATERED TO PREVENT EXCESSIVE AMOUNTS OF DUST. WATERING EVC END VERTICAL CURVE STD STANDARD EXISTING PG&E BOX C7 SHALL OCCUR AT LEAST TWICE DAILY WITH COMPLETE COVERAGE, EX EXISTING STL STEEL PG&E ELECIROUER ❑ GRAVES CREEK I. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF (MODIFIED TO 3 LAYERS) AND S0 CERTIFIED 8Y TESTS AND PREFERABLY IN THE LATE MORNING AND AFTER WORK IS FINISHED EG EXISTING GROUND SW STORAGE PAC BELL PEDESTAL ® BRIDGE CROSSING CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND REPORTS BY THE SUPERVISING SOILS ENGINEER. SOILS TEST FOR THE DAY. SHALL BE CONDUCTED AT NOT LESS THAN ONE TEST FOR EACH B. ALL CLEARING, GRADING, EARTH MOVING, OR EXCAVATION ACTIVITIES FF FINISHED FLOOR TB THRUST BLOCK SSMH Cs� SERVICE ALERT (U.S.A.) AT 1-800-642-2444 T1N0 TO TEN DAYS PRIOR TO THE SHALL CEASE DURING PERIODS OF HIGH WINDS (I.E. GREATER THAN FG FINISHED GRADE TB TOP OF BANK SDMH START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN 18 INCHES OF FILL AND FOR REACH 500 CUBIC YARDS OF 20 MPH AVERAGED OVER ONE HOUR) SO AS TO PREVENT EXCESSIVE FH FIRE HYDRANT TC TOP OF CURB CLEANOUT TRACT 2454 PHASE ,2, UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE FILL. AMOUNTS OF DUST. FL FLOWLINE TEMP TEMPERATURE MONUMENT L� PRESENT DURING EXCAVATION. 9. ALL SOILS WITHIN 2 FEET OF FINISHED GRADE IN THE STREET FLG FLANGE TOE TOE OF SLOPE C. ALL MATERIAL TRANSPORTED OFF-SITE SHALL BE EITHER FORCE MAIN TV CABLE TELEVISION TOP OF CURB T.C. TRACT 2498 PHASE 1 SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. SUFFICIENTLY WATERED OR SECURELY COVERED TO PREVENTFM J. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC 10. UTILITY TRENCH BACKFILL WITHIN THE STREET SECTIONS EXCESSIVE AMOUNTS OF DUST, FW FACE OF WALL TW TOP OF WALL TOP OF WALL T.W. APN: RIGHT-OF-WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF D. THE AREA DISTURBED BY CLEARING, GRADING, EARTH MOVING, OR FS FINISHED SURFACE TYP TYPICAL TOP OF GRATE T.G. EXCAVATION OPERATIONS SHALL BE MINIMIZED SO AS 70 PREVENT FT FEET TF TOP OF FOOTING TOP OF FOOTING T.F. CARD SHALL BE POSTED ON THE JOB 511E PRIOR TO THE START OF ATASCADERO. EXCESSIVE AMOUNTS OF DUST. FTG FOOTING GRADE BREAK G.B. CONSTRUCTION. 11. THE ROADBED SUBGRADE WILL BE SCARIFIED AND COMPACTED UTIL COMMON TRENCH UTILITIES E. PERMANENT DUST CONTROL MEASURED IDENTIFIED IN THE APPROVED PUBLIC UTILITY EASEMENT P.U.E. � AFTER INSTALLATION OF ALL UNDERGROUND UTILITIES, AND PROJECT REVEGETA11ON AND LANDSCAPE PLANS SHALL BE G GAS FL KENNETH J. CHACON K. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN F. IMPLEMENTED AS SOON AS POSSIBLE FOLLOWING COMPLETION OF ANY GAL GALLON VAR VARIES FLOW LIN BEFORE PLACEMENT OF AGGREGATE BASE IN ORDER TO ACHIEVE PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED 8Y UNIFORM COMPACTION. 501E DISTURBING ACTIVITIES. GALV GALVANIZED VC VERTICAL CURVE INVERT INV, R.C.E. 64319 EXP. 06--30-07 TO IMPLEMENTATION. THE INSPECTOR MAY ALERT 12. SURFACE DRAINAGE SHALL NOT BE LESS THAN 2% EXCEPT FOR G. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT G8 GRADE BREAK VCP VITRIFIED CLAY PIPE FINISHED GRADE FG - THE DESIGN ENGINEER PRIOR T DATES GREATER THAN ONE MONTH AFTER INITIAL GRADING SHALL BE GPD GALLONS PER DAY VERT VERTICAL FINISHED S�IRFACE FS THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE PAVED SURFACES AND POSITIVE DRAINAGE SHALL BE SOWN WITH FAST-GERMINATING NATIVE GRASS SEED AND WATERED GPM GALLONS PER MINUTE TREE TO BE REMOVED CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE MAINTAINED AWAY FROM ALL STRUCTURES AND SLOPES. UNTIL VEGETATION BECOMES ESTABLISHED. GRD GROUND yy WATER SATISFACTION OF THE INSPECTOR. GUT GUTTER W/ WITH i 3. ALL UNSUITABLE SOILS MATERIALS AND RUBBISH AND DEBRIS H. ALL DISTURBED AREAS NOT SUBJECT TO REVEGETATION `i4ALL BE GV GATE VALVE WITHOUT I L. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND RESULTING ��--ROM GRADING OPERATIONS SHALL BE REMOVED FROM STABILIZED USING APPROVED CHEMICAL SOIL 81NC3rI;4.. JU X NETTING, WWM/O WATER METER THE J03 SITE AND DISPOSED OF PROPERLY. OR OTHER METHODS IN ADVANCE BY THE APCD. ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS HC HANDICAP WS WATER SERVICE PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING 14. SLOPE CONSTRUC1ON REQUIREMENTS INCLUDING TERRACING I• ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. IT BE STRUCTURAL SHALL HGL HYDRAULIC GRADE LINE � WATER SURFACE t THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE SHALL BE SPECIFIED BY THE SUPERVISING SOILS ENGINEER BE COMPLETED AS SOON AS POSSIBLE. IN ADDITION, STf!#CTURAL HORZ HORIZONTAL WET WELL FOUNDATIONS SHALL BE COMPLETED AS SOON AS POSSIBLE HP HIGH POINTWELDED WIRE FABRIC ` MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE PRIOR TO .CONSTRUCTION OF GRADED SLOPES. FOLLOWING BUILDING PAD CONSTRUCTION. WWF DESIGN ENGINEER. J. ON-SITE VEHICLE SPEED SHALL BE LIMITED TO 15 MPH F'nR ANY yam} WELDED WIRE MESH } 15. THE CONTRA`PTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND JP JOINT POLE METHODS REQUIRED TO PREVENT HIS OPERATIONS FROM UNPAVED SURFACE. M. THE STRUCTURAL SECTION OF PUBLIC STREETS SHALL BE BASED UPON SOILS TESTS TO K. ALL UNPAVED AREAS WITH VEHICLE TRAFFIC SHALL BE �`;41TERED AT ID INSIDE DIAMETER DETERMINE THE R-VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE PRODUCfC DUST IN AMOUNTS DAMAGING TO PROPERTY, LEAST TWICE PER DAY, USING NON-POTABLE WATER. CITY ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS-SECTION. ADJACENT TO THE PROJECT SITE SHALL BE S1t;`� ON, CULTIVATED VEGETATION AND DOMESTIC ANIMALS, OR CAUSING :���T I');ILY INV INVERT " A NUIStNCE TO PERSONS OCCUPYING BUILDINGS IN THE TO REMOVE SILT WHICH MAY HAVE ACCUMULATED FROM IN INCHES N. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE CONSTRUCTION ACTIVITIES SO AS TO PREVENT EXCESSIVE: AMOUNTS Those plans and specifications, and the OF DUST FROM LEAVING THE SITE. L LENGTH Ideas and designssevice Incorporated herein, are EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND RESPOtw51BLE FOR ANY DAMAGE CAUSED BY DUST RESULTING F LAT LATERAL Instruments at aprepared for the ENGINEERING DEPARTMENTS. FROM HIS OPERATIONS, DUST ABATEMENT MEASURES SHALL BE L. WHEEL WASHERS MAY BE REQUIRED WHEN SIGNIMCANT OFFSITE LP LIGHT POLE construction of work shown hereon and CONTINUED UNTIL RELIEF IS GRANTED BY THE GRADING IMPORT OR EXPORT OF FILL IS INVOLVED. CONshalt not be used in whole or €n part for 0. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE LT W POINT any other Design Groject without written authority O OF THE DEVELOPER AT HIS EXPENSE. INSPECTOR. of KC Design Group. Inc. RESPONSIBILITY c 16. ALL SLOPES OVER 3 FEET HIGH SHALL BE PLANTED WITH MATE MATERIAL Copyright 0 2004 KC Design Group. Inc. P. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR PERENNIAL VEGETATION APPROVED BY THE CITY AND SHALL BE sh rights rthis . Copies of this drawing odalt have this notice. MAX MAXIMUM sh GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN DENSE AND GROWING PRIOR TO FINAL INSPECTION. MFR MANUFACTURER ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, 17. EARTHWORK QUANTITIES•. MGD MILLION GALLONS PER DAY 6/30/07 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND CUT: 0 CY MISG MISCELLANEOUS MIN MINIMUM Ct` xp NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. cense res a a gna FILL: 0 CY Q. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY NOTE: EXACT SHRINKAGE, CONSOLIDATION AND SUBSIDENCE MH MANHOLE STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION FACTORS AND LOSSES DUE TO,CLEARING OPERATIONS ARE NOT ACCEPTED BY: DATE: AND NEW PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION INCLUDED. ESTIMATED EARTHWORK QUANTITIES ARE BASED ON j /� SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE THE DIFFERENCE AS SHOWN ON THE PLAN, OR SUBGRADES, AND TREE PROTECTION MEASURES PLACEMENT OF BASE. SHOULD VARY ACCORDING TO THESE FACTORS. STEVEN B. KAHN, CITY ENGINEER, 4. 1. ALL CONSTRUCTION WORK IN AND AROUND EXISTING TREES SHALL BE A R. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE 18. PRIOR TO ANY GRADING THE DEVELOPER SHALL BE RESPONSIBLE PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND FOR SCHEDULING A PRE-CONSTRUCTION MEETING WITH THE CITY DONE IN ACCORDANCE WITH CITY OF ATASCADERO ORDINANCE #350, (R.C.E. 42350, EXP. 3/31 j06� NATIVE TREE REGULATIONS. SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING #426 AND AS REQUIRED AND OTHER AFFECTED AGENCIES. THE CONTRACTOR SHALL BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT. NOTIFY THE CITY AT LEAST 24 HOURS PRIOR TO ANY WORK 2. TREE PROTECTION MEASURES SHALL BE IN PLACE AND PRIOR TO DATE: 08-16-04 BEING PERFORMED, AND ARRANGE FOR INSPECTION (CALL 466- ISSUANCE OF BUILDING/CONSTRUCTION PERMITS FOR THIS PROJECT. Drafted By. KJC F a S. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT-OF-WAY 8099). SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFF-SITE 3. TREE FENCING SHALL CONSIST OF MINIMUM 4-FOOT HIGH CHAIN LINK, Designed. By. KJC PROPERTY OWNER. 19. X A SOILS ENGINEER SHALL SUPERVISE THE GRADING AND SNOW OR SAFETY FENCE, STAKED AT THE DRIP LINE OR AT THE LINE CERTIFY THAT ALL GRADING HAS BEEN COMPLETED IN OF ENCROACHMENT SHOWN FOR EACH TREE OR GROUP OF TREES. Checked By: KJC T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY CONFORMANCE WITH THESE PLANS AND SPECIFICATIONS, DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL, EXCAVATE OR CHAPTER 33 OF THE UNIFORM BUILDING CODE, AND THE 4. TREES TO BE REMOVED SHALL BE IDENTIFIED WITH PINK OR RED IN ANY WAY DISTURB THE GROUND WITHIN 5 FEET OF A TREE. RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. A FLAGGING. Revisions FINAL SOILS REPORT SHALL BE PROVIDED IN ACCORDANCE WITH TREES ARE DESIGNATED FOR REMOVAL ON THIS PROJECT SITE. 1 GEN. REMSIONS, KJC 04-28-04 U. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CHAPTER 33 OF THE U.B.C., SECTION 3317. --- CONSTRUCTION PRAC110ES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION REPLACEMENT TREES AND COMPLETE RESPONS181UTY FOR THE CONDITION OF THE JOB SITE DURING OF ALL EXISTING SURVEY MARKERS DURING CONSTRUCTION. THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF 5. A TREE REMOVAL PERMIT SHAH ALL SUCH MONUMENTS OR MARKERS DISTURBED SHALL BE RESET ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO L BE POSTED AND VISIBLE FROM THE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE AT CONTRACTORS EXPENSE. STREET. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE 21. ALL TOP SOIL SHALL BE STOCKPILED FOR LATER DISTRIBUTION 6. ALL EXISTING TREES SHALL REMAIN UNLESS OTHERWISE NOTED. CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL OVER THE LOTS AND SLOPES. ALL CUT AND FILL SLOPES LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BEHYDRO DED SEE UPON COMPLETION OF GRADING. 7. LOW BRANCHES IN DANGER OF BEING TORN FROM TREES SHALL BE ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE IRRIGATION MAY BE NECESSARY TO ACHIEVE DENSE AND PRUNED PRIOR TO THE START OF ANY HEAVY EQUIPMENT WORK. DESIGN PROFESSIONAL. GROWING VEGETATION PRIOR TO FINAL INSPECTION. A BOND B. ANY ROOTS 1 INCH OR GREATER IN DIAMETER THAT ARE ENCOUNTERED Sheet Contents V. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC MAY BE REQUIRED IF THE WEATHER IS INAPPROPRIATE FOR DURING EXCAVATION SHALL BE CLEAN CUT BY HAND AND SEALED WITH CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR HYDROSEEDING. AN APPROVED TREE SEAL. TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR 22. ALL ROUGH GRADING AND FINAL SOILS REPORT SHALL BE LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND COMPLETED AND APPROVED BY THE CITY ENGINEER PRIOR TO 9. VEHICLES AND STOCKPILED MATERIAL SHALL BE STORED OUTSIDE THE GRANTED BY THE CITY ENGINEERING DEPARTMENT. ISSUANCE OF ANY BUILDING PE MITS. R DRIP LINE OF THE TREES TO REMAIN. n W. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ENGINEER 23. ANY OAK TREES ON THE SITE SHALL BE PROTECTED DURING 10. ALL TRENCHES UNDER THE DRIP LINE OF A NATIVE TREE SHALL BE CONSTRUCTION OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA. CONSTRUCTION, AS OUTLINED IN THE CITY'S OAK TREE HAND EXCAVATED, AUGERED OR BORED. PRESERVATION ORDINANCE NO. 553. NO GRADING SHALL TAKE NOTES X. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE PLACE WITHIN THE DRIPUNE OF THE TREE WITHOUT THE POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT DEPARTMENT. APPROVAL OF THE DIRECTOR OF PUBLIC WORKS, AND AN LEGEND Y. ANY EXISTING PAVEMENT STRIPING AND/OR MARKING OBSCURED DURING CONSTRUCTION INSPECTION MUST BE CALLED PRIOR TO ANY SUCH WORK TAKING OF THE IMPROVEMENTS SHALL BE REPLACED BY THE CONTRACTOR. PLACE. IF REMOVAL OF AN OAK TREE IS PROPOSED, AN APPLICATION MUST BE FILED WITH THE PUBLIC WORKS L' TRUNK PROTECTION Z. THE PLAN CHECK OF THESE PLANS BY THE CITY OF ATASCADERO IS FOR THE DEPARTMENT AND APPROVED BY THE CITY COUNCIL. 12 GA. WIRE LIMITED PURPOSE OF REVIEW FOR CONFORMANCE WITH CITY PROCEDURES AND OTHER 24. ANY TEMPORARY STOCKPILES OF EARTH SHALL BE APPROVED BY STAPLED TO 2X4'S APPLICABLE CITY POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION THE CITY, AND SHALL NOT OBSTRUCT DRAINAGE OR CREATE x----x----x PROTECTION FENCING OF THE TECHNICAL ADEQUACEY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN BLOWING DUST. Sheet numberIt CHECK DOES NOT, THEREFOR, RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY FOR THE 25. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN AND AMk DESIGN OF THESE IMPROVEMENTS, IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. �s REPLACEMENT TREE INSTALL THE APPROVED DRAINAGE DEVICES FOR WORK DURING THE RAINY SEASON OF OCTOBER THROUGH MARCH. 26. PRIOR TO CALLING FOR FOUNDATION INSPECTION, THE ENGINEER OF RECORD MUST CERTIFY IN WRITING TO THE BUILDING OFFICIAL THAT THE ROUGH GRADING s AND LOCATION OF THE STRUCTURE CONFORMS TO THE APPROVED PLANS. TRUNK PROTECTION DETAIL BEFORE CALLING FOR FINAL INSPECTION THE ENGINEER OF RECORD MUST CERTIFY THAT THE FINAL GRADING AND DRAINAGE CONFORMS TO THE APPROVED PLANS. Shee er, Job Number. k 03-004 J:\Eng2003\03-004\dwg\con-docs\Groves Creek Bridge\C1. NW G 26/2004 1:31:35 PM PST t i_ . I 9 V I i" NOTES 75 mm(3`MIn) See Nota 7 FC ES 1. F+x guard raking ttsylokt detnila, Standard Ptoxts A770 and A77F. I 40 mm(1 1/2')Max Top of roll Va Z When necessary to place dice in front of face of guard ralltng, only 200 mm j---150 mm(6'} See Nate 7 Type C lite may be used. For dace Betake, ase Standard nn A87. { Delineate t8�)-�_ (flexible post,we Std Plan A730 I For standard raking post embedment, see Standard Plan A77FA 200 mm Min 75 mm x 305 mm(3'x 12') gF (g•) E Reflector AC Dike 4. Guard calling delineation fa be used where alnawn on tins project pians Ir Iev,n 16d Goin nags 4111110 HP Slp eeeallote6 5. Direction of traffic indicated by . � Tap of post _ r.({ 6. Whexn lilts ar cxtrb b placed ands guard catling, the maximum heialst I 0$ 19 m 57 mm 2 1 4 Yin zz S2 of the dice or curb shad be IDO m(4').For dike and curb deters, �J f{ 9�) { / ase Standard Pion A87. 01�1 � J4.!� J INC.Y Rail splice -'+1 '_ 1 _ �- f 'Rol splice 280 mm ToenaH with 2-16d 25 e1M AC Dike N;� (1 T Gaily nags in top of block Ground line or shoulder i I Type C I n 7, Far detala of distance between the face of roll and hinge nt. sea , PLAN See Note 15 g E Sas N°tar 2 E E Standard Plan A77FA ' Rall element Cut sled washer E E E E B. When Terminal System(Type ET) to used, a traffic approach flora Ground the M Es NOTES GUARD RAILING DELINEATION m� 50 mm(2') of 50:1 in required for the terminal system. Sea Standard Pian A77M. 150 mm z 200 mm x 360 mm or shoulder F E 16 mm(5/8 1 a Button head bolt See Note 4 WW (6 x 8'x 14') Block between aurfocIn „� r- with hoc nut(See Note 14) f°eO post and ran on all posts g rn 1. For detala of steed post and wood block installations, arae To of rail under railing 5i_n l 150 mm x 200 mm x 360 mm Standard Pian A77AA DIKES POSITIONING P Poet bolt dot 1 0 1 f (67 x 8'x Ile) wood block 30 m(10`j Mtn 30 m(1D'j Yin 200 mm 8 2. For details of standard hardware used to construct guard E Pff i ( j raging, sea Standard Plan A77B. �j /` R]�/'j�(' t# ' 3. For detala of wood posts and woad blacks used to construct o 1.0 m(3'-3')Min 1.0 m(3'-3•)Yin O 'L L,�`��J Y�J Y E�E� 150 mm x 200 mm guard ronin see Standard Pian A77C. Abutment or Hinge point 6:1 tae Hinge point &:L toper (13 g P 1.D m(3`-3•)T� t.o m{3-3')Typ i a. q lap col laments in 6'x 8 wand oat bridge rafting a19 m Iwo n 1 direction of traffic See Nota 3) p 4. For additional installation detala, sea Standard Plan A77FA. d (3-0' in Hinge point 4.9 m{3'-0'}Min Hinge point t� S Past spacing 1905 mm(6'-3') C-C 5. Guard raging poet spacing to be 1905 mm(S'-3') center to D Center of end gat AC Dike Canter of end t AC Dike D WAGEMEAT 1 FAW 7W 77AC 7W 7W Zab. 7W -74111C 7= 7W W center, except as otherwise noted. f- SEC11ON A-A ES 1.32 m(4'-4')Typ izi;ES m - 1- 150 mm x 200 mm 11k 1 or Ratter t�r- 8'x e' wood ant Ground line a shoulder 8. For guard rating typical layouts, one,Standard Plana A77D C 7.62 m Flared terminal opt 10:1 ar flatter 7.82 m 25'-O Min ( ) P surfacing under roll element -�1�- TYPICAL WOAD LINE enol A77F 9 z _ slope Flared terminal ovotern I elope Z [ 1 POST INSTALLATION 7. For embankment widening details to accommodate�kand raging '� 50 mm 2• k-+ 1 LLLJJJ tJu Sae Nate 4 terminal system end treatments, Des Standard Plan A77F. � 100 mm 4 50 mm 2 AC Dike Type F a type -I ELEVATION �7 a ype a ype C4 8 For Typical terminal System and treatments, see Standard ( METAL BEAM GUARD RAILING WITH WOAD POST AND BLACKS Plans A77L. A77M and A77N. For type of terminal system to � TYPICAL„ STRUCTURE APPROACH TYPICAL EMBANKMENT vJ be used, see Project Pions. -i EMBANKMENT WIDENING AND DIKE PLACEMENT WIDENING AN DIKE Pl, CEMENT --i �jj' t t:J9. For guard railing terminal anchor details, ago Standard Plans FOR FLARED END TREA]M NT FOR FLAB D END TREATM NT d cvr iE'1-S-1G � G'r- 0VT 15 v c• �® A77G, A77E and A7IA. _0 See Notes 1 and 2 See Notes 1 and 2 'd} 315 mm 2 mm( 1/16`} 4 10, For guard rating connection details to bridge raging, retaining :> 3.0 m(101 Min 3.0 m(le)Yin D � �� �� � �i 1�� 108 mm Tdetnnce 3 1 walls and cutrnents,see Standard Plan A7TJ. � r A O � ��� :;7 Center of and poet Center of and post z JW'rQz (4 1/ 5fl mm 1 11. For ralinyg connection details to bridge sidewalk ixuba. Abutment or Hinge point Hinge point 'L l (2)50 m T�+--108 mm area 5tandard Ptan A77K : bridge raging 6:1 toper ._ Hinge point 0.9 m(3'-0')Yin 3'_3.Minn 6:1 toper Hinge point D { / ) �� 9 9 9 1.0 m 3 T 1.0 m(s-3'}Typ (8051)461-7502 q.Bolt slat 4 t 4' 12. For lino positioning with card rolh installations, area Standard v v 27 mm(1 1 Plan A77F. v C Dike AC Dike v R=24 mm 15 y (:Dp � LID:1 a ES 10 1 a � � . a In I . 13. Direction of traffic Indicated b . "�'!0► I. m 3-3 7.62 In-line terminal a tem flatter 7.62 m 25'-0 iiiaIn-lineflatter "r 39 mm 1 17 32' eq _ d e aP ( / ) 14. Wheys caanditlons r uko the bolt to ba installed 1n the rep Sea Note 8 appposite direction from that shown in Section A-A or where a slope Project Nome +�C Location 2D mm x 65 mm E 4- M R=24 mm 15 T6' iS mm( 5/8`} threaded rod to required In place of the bolt no 100 mm 4 50 mm AC Dice Type F n e e 3 100 mm 4` 50 mm 2' E^ { / ) more than i mm( 1/2'} of thread to be exposed an the traffic yP � � .. ( m 'x 2 1/2'} Siert Iti side of the roll element Dike Type a ype Pi r Sysr:metricd - fI t 23 mm x 29 mm 1 about LC 15. Additional holes In wood post are required for potential TYPICAL STRUCTURE APPROACH_ CAL ROADWAYY EMBANKMENT (29/32`x 1 1/8•) Slots, Typ. o' adjustments of railing height See Standard Plan A77C. EMBANKMENT WiDENING AND DIKE PLACEMENT _WIDENING 6N DIKE_PLACE ENT ®E�E��}P���T ELEVATION � 16. Far guard rating delineation dotage, nes Standard Plan A77F. FOR IN-LINE END TREATMENT FOR IN-LINE END TREATMENT ! Sao Notal 1 and 2 Sae Notes t and 2 /,T/,S(�A� R , CA. RAIL ELEMENT SPLICE DETAIL !"1 t r11J VV (.� t./ 2.8 mm(0.108'] Nominal STATE OF CALIFORNIA STATE OF CALIFORNIA 18 mm f x 35 mm(5/B j o x 1 3/B ) button head owl shoulder bolts inserted DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION Into the 23 mm x 29 mm(29/32'x 1 1/8')salts and bolted together with METAL BEAM GUARD RAILING METAL BEAM GUARD RAILING nu mm old x be mm(t each o x 1 3/8')recessed ctio hex nuts Total of 8 bolts and SECTION THRU TYPICAL EMBANKMENT WIDENING PUBLIC IMPROVEMENT11 nuts are to be used at Bch rod splice connection. Tna ends of the cal TYPICAL WOOD POST elements are to be overlapped in the direction of traffic(sae dotage), RAIL ELEMENT WITH WOOD BLOCK FDR END TREATMENTS Where a terminal section or end section is to be attached to the and . I ittssa'Stmdad for Qonr6ua€ian d Load and taiga if ts�o 'fid Pktrns for of Lanai � fa3lta b tsfa of a rot element, a total of 4 of the above described zPl�bolts a lit ill Ldp $ tri +�t a" � PLANS and nuts are to be used. Nekeksa sttowtl in itz• ).Tod M the 5tandard dta>nfl in the ).Ttse In tfu / [� / / © €f ftli two ayaiann as fwd �sgtfal�of Sea at 1iw t+ra are cwt y tsgsxit of SoD the at the GRAVES CREEK 1. It A77A : ::.. A77F �RID�E CRC�SSINC� 1 i 85 TABLE A *) TRACT 2454 PHASE 1 2 2.8 mm(0.108'] Sea Note 3 t 185 mm x5135 mm x 1 145 mm - mm - (7 1/4 x 5 1/4'x 3'-9 I 9 Nominal thickness 2,8 mm{0.108' Toleranc2.0 mme 1�6 and gat Hex nut and 0 o Past Na. System End Offset System End Offset To of rag washer on 80 mm Nominal thickness MBGR element E ialm 1 mm - mm - p TRACand T 2498 PHASE 1 Ir 3 300 mrn 120 144 420 mm 1-4 3 2 Pavement or 16 mm(5AR') Hex head bolt - s {3 1/ 1 2 1 La 9 threadedwtih lata washer an bolt head. 305 mm 5 mm + + 4 170 m 6 70 mm 0 5 8 round tine 27 mm �mm 5 75 mm 3 150 mm 8 Yh 185 Mm Attach rad element to post. Toper PLAN 8 20 mm 3 4 D mm 2 3 4 &1'7M ent Bearing Plate,Sao Note 8 55 mm .--216 mm PLAN }�-�--�--- 108 mm 0 mm 0 20 mm 3 4 x 5 4/4mm x 135 r'x 3'm x 1 545 mm 8mm 1/4' thick otaal (2 1/4 - i (4 1/4`j 39 mm(1 1)/32 0 mm O 0 mm 0 post } 460 mm z 612 mm(18'x 24)$ mm mm To of rag (B 1/2 ) P nut and washer i 216 mm 50 mm See Note 12 threaded end m A#tock stool sag i PLAN {�} R--24 mm(1 8 NOTES mm x 200 mm x 360 mm 50 mrrj x 200 m x 380 mm plate to steal foundation tubs with 16 mm(5/fo) x 190 mm(7 1/2') 32 nam x 58 mm 20 mm x 85 mm 1* N x 8'x 1'-2')wand bI �8 x 8 x 1`-2'�wood bloc 16 mm(5/8`) hex head bolts with hex nuts(21 mm(13/16,O) hales In plate and in two olden i 760 mm 2'-8' !1 1/4'x 2 1 4` L3/4'x 2 1/2 ) -- Symmetrical Mal a}emnnt Hex heodd bolt{fie n of tube to accommodate hex bolt) $1 / oded hole about LC 1. Terminal sections not to be Installed on the trailing end of MBGR afamarti washer on bolt head) n ' U hags a � E ! and railin constructed ad t�rnt to one-wa rondwa T of rag Hex nut end T of ran Hex nut Pavement orm a ileal foundation tubs T5 203 x t52 x 4.8(TS 8 x 6 x 3 mm 4'-6 length. KENNETH J. CHACON 1 o E� 9 y ys op round Ilrta Attach rail element See Note 1 1. � ( ) 9 23 mm x 29 m v E r washer on E r and washer 9 "}to past23�ttttm x 29 ani "'"" (2�js3 1 1/8 2 For was and datakD of back-up plates, aDa Starsdard Pians pa st or E� threaded and Parent or E am threadedtiO mm(2 3/,/"} hole NOTES R.C.E.F fi4319 EXP. ®I^1-30'- 7 (29/id2 1/8') Lla� 5lotied holes, yp A77J and A77K, ground line a n ground line t; ) !al tSECT10N D-D 1. For additional dotage of Terminal System(Type SR rein•to the SSII FK a d a Z14.0 mm(1/4 2 thick all Q aV otted holes, yp l 16 mm(5/b') Hex head 16 mm(5,di') Hex hoc mm x 81if mm(18 x 24"� ,c Same shape m rag 3. End 5acttat may t»oaf from Temtnd Section(Type B} a (Terminal manu€acturar`s Installation Instructions.� {� �� ` 2.6 min Nominal(ihigsa element section fabricated 90 mm(3 1/Jlt') bolt(No washer on 90 mm(3 1/0`) bolt(No washer on Attach steel son plate nal shown} 2 8 mm 10108 bolt hood), Attach bolt hood). Extend to steel foundation tube S. The post offset dimensions are given to the center of the traffic face of 23 mm x 29 mm(297341 1/8') thickness .b black to post. Da bolt through post, as shown In sections D-D. the block, except at the first two posts, where the dimension is to the R) Slatted holes, T 9 Some shape oD cal ELEVATION Nominal ickness 4. Use far nested rating oppilcattaens. 200 mm 9' not attach roil 200 mm 8" block and roll r center of the traffic face of the post. Offset ' element section ( { Steel foundation tuba P palma are to be located O alement to block element. b chard measurements at the back of the roll :r ual to the nominal ELEVATION ELEVATION TERMINAL SECTION SECTION THRU 5. Terminal section'Type A° Inas been deleted. 15U nam x 20o mm and oat, 15D mm x 200 mm Ts 2D3 x t52 x 4.s Y q pmt p I F'0 p apadnga shown. Poste are to ba set approximat y radios to tins cal{[ng al END SECTION DETAILS RAIL ELEMENT 11. uw gat plata washer wines indicated on plans o 1.83 m(6"x e`x 6"-D'} 1.83 m(6'x B'x 6'-D"} Ts 8 x 6 x 316} each poet location. N RETURN SECTION TYPE B O woad post wood past 375 mm(4'-6)length, S, Do not attach rail elements to posts 7 and B. I SECTION A-A SECTION 8-S SECTION C-Csne Nater t i. t> d 4. Attach strut to Post Noe. t and 2 foundation tubes with t6 mm{5/ti 'jd� hex head C { d railing or barrier bolts, washers and hex nuts. Bolts extend through the strut, stead D I 23 mm z 29 mm C 1 Pa Limits for Terminal 83rtam sR1') foundation tube, and wood posts. i- I (29/2121 1/8`) � Hee Note a 6. For the length and type of guard raging or barrier the terminal system E E19 mm 3 4 ata far splice bolts (3 mm Neutral axle f- Attach Strut to Foundation Tube with attached to, ase the Project Plans. For minimum length of guard raging E Dia holed / 7 Trim t wool (3 3 Halt Head on this side,See Note 4. used with terminal system and treatments, see Standard Plans A77B and A77F_ C E poet to ft C z e 8. Attach rot element to this post and block. Payment for this past, block and i_-l 136Term42 inal connector. s1ca1 Strut hardware bl incudal in payment for the type of raging a barrier the - - . ) ... mm mm See Detail C 75 mm(3`) � with yoke terminal system Is attached to, not part of payment for Terminal System (,.1 I mq 25 mm(1') (20 m 25 mm(T`) ll-o l (n Slot award (Typo SRT). PX 8 11 x B c` r Mot Guard See Nota 7 Terminal 7. The deflector angio of the dot guard is to be p,;eltioned Tmmadiotlay 0 t A PLAN 2.6 mm(a108') See Nate 7 r Section 23 mm x 29 mm thickness Mot Guard k downstream of the slots, 4 2.8 mm(0.1011`) (2$sd2! 1 t Nominal icknntne y e See Nate 14 --A / /8*) 45' Bend Ods -i Bee Note 7 S .� ,.,c1 , w S. For bearing plate orients#don, refer to the men"tnctk roc's irtatoifotl;n 1,_ Nomhd tnicknees Slats, T 2-8 t� 11 lot Guard E ... - iP -I - toners(2) .. E instructions. ELEVATION R 138 mm 108 mm ( e Be*Note 8 (4 1/4-�T. �+- --(2 /4 (4 17 -(2 min/4 75 mm(3') 8 1 2 50 mm(2') -p IL�� d D. Terminal system{Type SRT}is a flared end treatment for guard raging or -Cl (2 i/4`j ran (2 1/4') (- - - - - - single faced barrier raging. See Type 1A and'r'Layouts on Standard Plan TERMINAL SECTION 148 run{4 1/ Return 108 mm(4 1/ f D µ t---- A77D and Type 8A Layout on Standard Plan A7r'_far typical use of this These plans and specifications, and theILTYPE C1 t Y terminal system with guard raging. Sea Standard Pian A38E far typkal ass at idsa8 and deai ne IgG orated herein, are mm Section 50 mm it e z . m - &%a at paved shoulder this terminal system with single thrle boom barrier. zgPLAN t j PLAN (2) A or onset Una of edge of instruments of sevice prepared for the P(�� ... �, 10. A complete wrap around Lorrainel section may continued to be used In traveled way. �s Direction of Travel existing Installations. New installations shall be constructed with the 3/4 wrap construction of work shown hereon and 24 mm qtx 1.6 mm(15j1 x 1/111.) mm ts}h6 TERMINAL SECTION OPTIONAL DESIGN TERMINAL SECTION v v terminal section shown. D shrill not be used in whole or In part fordeep recess ane or both>i a 8 mm(5n6 (�4 ) t. n (1 8•}, 23 mm x 75 mm 2D mm(3/4 ) �j A A B% ?11 B B C D 11, A 1830 mm(6'-0'}length steel foundation tuba,TS 203 z 152 x 4.B{TS 8 x 8 z "-1 any other prolact without written authority 6 mm(7/')2-} 6 nam(1/�)} TYPE C TYPE C (29�fk32) Dia Indo t7d 3/16),without o cog plots,moy ba furnished and installed in place of Lha -4 of KC Design Group. Inc. I Stilets, Typ ELEVATION Sea Nota 6 1270 mm 1870 ram 1270 nam 1E70 mm 1270 rasa 1E70 mm 1905 rata 1906 sem 13775 mm(4'-6'}length stool foundation tuba ono sag piste shown. Minimum DETAIL A DETAIL 8 _ _ drool Past embedment of the 1830 mm{6'-0')length tube:shall ba 1760 mm{5'-9•). (- 4-2 4--Z-) (4'-2') 4-2 8-gg 8-8 No,i TERMINAL CONNECTOR FOR Rey alt Slot sellae Ca le Anchor A 16 mm SBni'} hex hood holt and nut stiali be installed in dna hoe in Copyright O 2t)04t KC Design Group, Inc. f Guard Guard Bracket 1830 mm6'-0`)length tuba to knap the wood poet from dropping Tnta All rights rsearved. Copies of this drawing Rail Splice slots Slats stat Guard Slot Guard mm z!4 am x 75 nam the tuba shall have this notice. ! rl OPTIONAL DESIGN TERMINAL SECTION splice slate Scots 9/16•z s/4'x 3'j!2. Where site conditions will not accommodate use of the standard 1220 mm ; (4.8 nun or 4.6 min TYPE C Ea Teas. (4'-D')eyatem and offset,1070 mm(3'-6")or 915 mm(3'-O')system end offseta, I 33 mm (3/18'or 0.188' L \ : ' as 0ppiicabler may be used. Sen Table A for post offast dimensions for I ,a"x Anchor Cable 1070 mm(3-6)and 915 mm(3'-O`)system and offsets, 6/30/07 1 1 4 ( B ) a 36 mm 1 1/2 DETAIL C v Hearing Plate for Anchor Cable. ceflse p res a gas (1 7116') i STATE OF CALIFORNIA111Sas Note 8 tread hood Road lfaod 1Pood Hood 1[ood Saes Nota 8. 16 min ( 5/8 4 / RECESS NUT 16 mm ( 5/8 d) / BUTTON HEAD BOLT JE Past Post Poet Poet Post Post Post DEPARTMENT OF TRANSPORTATION .� No. s No. 7 No. 6 Na.5 No.4 No.5 No. z stela siUt METAL BEAM GUARD RAILING A. L THREAD LENGTH �iw soil Plate with yaks 5 mm(t 3/8•) full thread length M STATE OF CALIFORNIA Pavement or AND SINGLE FACED BARRIER ACCEPTED BY: DATE: DEPARTMENT OF TRANSPORTATION , ,, stool RAILING TERMINAL SYSTEM 50 mm(2') full thread length METAL BEAM GUARD RAILING F°' �'�'°n END Ti2EATMENT 18 mm x 25 mm Tuba .�.,�� 255 mm{10'} 100 mm(4') Min thread length 3 11/16'x 7') STANDARD HARDWARE -�✓ `/ Then•Starnied Plane fa ComtructTm of Local Strewits and RogCts• taro units h two 480 mm(18') 100 mm(e) Min thread length Slotted Indo Thaaa Plans tar CatsstruMlait at Laesi ettxf ursits__if iwa ELEVATION systems t dwd M earn h ane parenf m }nTha raga ranor ak ser Unitedh1Qfotss t g FLAT PLATE WASHER oydama n eaannrret; tarfi or rfx�frlo narTd Urs Stelae two systems wilt trot nacnssorlby Min oathq���n sea the�`'. at the STEVEN B. KAHN, CITY ENGINEER, TERMINAL SYSTEM (TYPE SRT mm 2 3/4•) 50 mm(2') tarn thread length * ''h A 7 7 L R.C.E. 42350 EXP. 3/31/06) M80 mm 19' 100 mm 4' Min thread length Sea Note 6 Lao syatsma Qa fret agall err h ) Sm 11w (8 Past System) { ) { ) g d tttlt See Note 9 NO SCALE { iil •• SEE NOTE 4 ..::;>::.}_- A77B DATE: 06-02-04 11 25D mm x 250 mm(10'x 10') p i wood post and Drafted By. KJC � k 200 mm x 200 mm(6"x 8') Nat 17 Base line Designed. BY KJC wood block 150 mm x 200 mm(6'x 8•) wood post and block Bailin flea E 1/2 L 1 L 953 mm(3'-1 1/2 See Note 13 Edge of payed shoulder or �- n /� Wall,abutment, err _m offset line of traveled way Boss Line(Edge of payed shoulder a W 18 Checked By. KJC brldgs rat _ offset line of edge of traveled way) df'f w/111 11 ,>>> Y=Offset from base lino See Note 6 Y�2 W-Maximum offset Q 1/4 xm x 15 1/4'x 335 mm x 49')wood post ° I "'�'� Terminal System L2 X=Distance long Dass IIns LJ L/4 L/4 L/4 Revisions ETW� Sea Nota 14 L =Length of flare I,lSok Plata (wood post shown)Yin tan th a roach Vor PARABOLIC FLARE OFFSETS TYPICAL PARABOLIC LAYOUT railing transition TYPE 1 R LAYOUT 953 mm(3'-1 1/2*) A 1, 1 075 (TYPICAL STRUCTURE APPROACH INSTALLATION) 1 Ors to 1- 3 6- Buried end 19 mm(3#") Anchor Cable See Note 10 250 mm x 250 mm(10 x 10} 1 i'rQ 5-3 oaf, Sas End Plate 150mmx200min 6'x8' 1� 6-3 p wood post and block( ) 200 mmex 200 mm(8•x 8') 8` Begin 10:1 or flatter flan Nolle 111. Sea Detail 'I'll wood block A- See Note 13 0:1 or Hatt flare PLAN NOTES: (t) 1905 mm(6`-3") Ed of paved shoulder a i� O nffaet fine of traveled way I Isee Note 151Bury and of TAA T "" E a€ vel shoulder or roll to cut i. Terminal Anchor Aasembiy(Type SFT) tat icaliy used an the trading { wal I,abutment, dqa Pn typically O bridge rag offset the of traveled way °IOpa and of guard railing for embankment Installations except two-way Parabola 600 mm(i'-11 5/8') Max far 10:1 flare Iv [ road bads less than 18 m(60')width. Sea Converted Standard Plans „ ,�, 0 185 mm x 135 mm x 1145 mm i' A77D and A77E Tasmind System Sea Note 7 TYPE 2A LAYOUT o p MBGR (7 114"x 5 1/4"x 3'-9")wood pont 1905 mm 6'-3 d Sara Notes See Note 14 2.For details of the anchor plata and 19 mm(3j4 )cable, see Converted C A and 9 (TYPICAL STRUCTURE APPROACH INSTALLATION) element 1 4 05 mm 16' 05 mm Standard Plan A77H. Min length of MBCR Von See Nate 3 b -: TAA(Type SFT} See Nolle i3 p� 1 5 1 05 d 16 mm(5168') Hex head bolt with Fiat plate washer t2 TYPE 1B LAYOUT 1 P 1.9 g11 _3 6- Buried end C Pavement flat plate washer on bolt hood. 3.Terminal sections not to be inatallod on trolling end of guard i- ;. 1 3 set, See �r round raging constructed adjacent to one-way roadway. 1 til t r9 1 Drs t Ors'UT 1 05 !Drs 1 t4 i 05 157- Note 1B. D •"fine Hex nut and washer an e • e e Sheet Contents s1 11 ' (TYPICAL EMBANKMENT INSTALLATION) 6-3 6-3 6-3 6-36-3 S P h 10:1 or flatter flare r- threaded and. - 4 4.For type of terminal system and guard raging layout to be used, C g IYDs See Note 10 C N see Project Plans and Special Provision& z 1 n 1.Post, blocks and hardware to ba used are shown on Standard Plans A778, A77C and A77CA 0:1 or flat a flan °' A 1830 mm 6'-O" length at" foundation tube.TS 203 x 152 x 4.8 F__4 Z I �+ m 2O mm E 5. ) 9 2 Guard mil past spacing to be 1905 mm(8'-3"} center to center, except as otherwise noted ry end of t-c ` (3/t" + 1/1gg )hole in E t9 mm(3,*'} Anchor PL 150 (6 x 8 x 3 16),without a sad plate,may be fumiahed and Installed 1n --I � ` rad in cut --f E wood post for t6 mm See Nater 2 6 place of the 137 mm (4'-6'}length steal founalton tube and soil plata (/) Ed of paved shoulder a E E ,n m 1 2 Anchor Cable shown. Minimum embedment of the 1830 mm(6-0")length tube shat I 11 I Except as noted, posts shown are 150 mm x 200 mm 6'x 8' woad. MW 150 mm x t4 mm a at tins of traveled war slaps. � v (5/*Y ) Hex head batt m . P P ( Min length of MBGR Parabola Y o 1 attachment 'a See Note:2 be 1760 mm(5-9`). A 16 mm(A5/8 ) hex hood bolt and nut shall be (WB x 8.5 or WS x 9} steel east with 200 mm x 200 mm(8 x 81 notched wood blocks may be 600 mm(1-11 5/8 ) Max for 1D:1 Pam � o Pavement or Installed in the hole in the 1830 mm(6'-0'} langth tube to keep the 0 used for 150 mm x 2200 mm(6 x e) wood porta and blocks where applicable and when specified. I` Ground line wood post from dropping into the tube. -A See Nates B and 9 TYPE 2B LAYOUT t:J 25 mm 6.Direction of traffic indicated by +r'l>ta► tj 4.Rani tions an a s wn and to shown an Standard Pial A77B for wood pmt and woad blocks !-J N til*) Installations enol oar shown an Standard Pilon A77AA for atael post and wood bloats inatdlaitons (TYPICAL EMBANKMENT INSTALLATION) E 50 mm 2')td Std Gn1v pipe Tn - 5.Direction of traffic Indicated by . w'i► 7.6 m 25' e°Egg Note 17 - 1 Soil Plata 6 mm(1/4"} 60 mm(2 MY") hole in wood pas r think sleet plate DETAILS 6.For connection details. see Standard Pints A77D ar A77K ..,�,�. Past spacing 953 mm(3'-1 1/2') C fTW D 46D mm x 610 mm{ifl"x 24"} 16 mmFd x i94 mrn �»-1W mm(4} D Return z {5/� x 7 i/2'}Hex tread PL 200 mm x 200 m z i�s bolt with hex nut and washer x 16 mm(8'x 8'x 5 � 7.For terminal anadsar aasembl Type CA detala, we Standard Pian A77. Where H crash cushion M required Bridge rail Brkdga rat line --Shouidar -r2 sactlan �i as specified to Hate 1 T only a crash cushion attaches to the ends of the guard roiling, the terminal anchor Sin fe anchor 1 16 mm 5 Hex hood belie 2,11 i ,1 assembly(Type CA)and return section may not be required(see Project Plans). See Nota 6tni g S 25 mm(1"} Alin E ( A9") D thio aids) rnrrn $ Shape v Attach steal cog B.For terminal anchor assembly(Type SFt) details, ass Standard Plan A77G. Terminal Sections not to be 6Q m x 200 mm Soil Plate , Installed on trolling end of and railing constructed adjacent to one-war roadways. 6, Max blame 6�x 8} wood post J plata to etas€ tau dot an tube a 100 mm(4"•}� 9 g Sar Y Ya mm 250 mm 15.2 m Parabola to tit d with 16 mia 518+f'} x o 9.{ks two-way roadways dela than ifl m(60') h width, a terminal system in to be used h plata of the terminal t0 x iDt}woo3 t N 25 mm(1'7 min 190 mm(7 12 }hese tread END PLATE DETAIL {- bolts with hex nuts ", anchor assembly(Type SFT) of the trailing and of guard ruling fa embnnkmeni lnstdlaifans 9+BJ1>? )wood t tam E EZ 4040 - j21 mm( 13¢18') hates in plata d Stolid Foundation Tube 1 l in two sides of the tuba Sea Note 5. W to For Salols d l terminal or et typicis of llyto used as a flartem end treatment on Typo to and Type 18 Layouts, See Nota 6 wir.� DETAIL A #o accommodate hex bolt) t area Standard Plan A77L For details of terminal system iyyppkallyy used on T e to and Ty}ppr 18 Layauto where site conditions will not accomodate a flared end treatment, see Standard Plans An and A77N. 1375 mm 4'-8" Stoat foundationL-K 1-Shoulder ( j R+ For embankment widening defogs to accomodate terminal system and trenUneni, Dae Standard Pion A77F. Bridge rail tube TS 203 x 152 x 4.8 � Sheet Number 1 1.A crash cushion In required for Type 3A layout, when the and of the guard rating Is within 9.0 m(307 of the � 7.5 m 25' ETW Sae Note t 1 tub 8 z 11 x 3116} '�A edge of traveled waY� of approaching traffla. Fa the type of crash cushion to be used, area Project SECTION A-A See Note 5. ELEVATION vz , Plans and Special Provt ons TAA(Type CA) See Detail A TERMINAL ANCHOR STATE OF CALIFORNIA 12 When width*W* xceeds 3.8 m(12'-S'). to calculate the length at parabolic flare, use 1=3W and round to and Nota 7 DEPARTMENT OF TRANSPORTAiTON .11 ngirnsf 3.B m(12`-6'}. ASSEMBLY (TYPE SFT) METAL BEAM GUARD RAILING �� TYPE 3A LAYOUT END TREATMENT �.= '`' 13.As site conditions dictate, additional 3.8 m(i2'-8') lengths of guard rating with post spacing at 1905 mm(6'-3') STATE OF CALIFORNIA �� may iso required at the paint shown. DEPARTMENT OF TRANSPORTATION TERMINAL ANCHOR A S S E M B L Y 14.For the type of terminal system to be used. sea Project Plana and the Special Provisions METAL BEAM GUARD RAILING so 1 (TYPE SFT) �' �� 15.The IM Ilong a flatter flora In bashie tf on the edge of the paved shoulder ar offset deer of oft lengths, way. TYP�CAL LAYOUTS Tina. t�axr for CaMdrtt t of load ad �W&� n �/�r line Length of guard railing within the 10:1 a flatter Rare may be Increased by 3.8 m(17-6*) lengths, as site These'Standard Plans fa Construction of[a:at Street and Rogda twin walla In two tteftmattt: tft�olid 0" Y' conditions dictate systems of measurement: international Syyssteat f Units(SI a metric and United States 7 �"� 18.Far buried end nucha details. sae Standard Plan A77 L A Standard Measures shown in the paranthesm?).The measurements exprsase�(to dna #,tom tin r M h )1 Sar ifta Q ..,/ two systems are not necessarily aqua or In exchangeable. See the'Foresword at the J � , 17.Use a flat plate washer on the rot face when attaching roil dement to these post. Wood post with wood TAA=Terminal Anchor Assembly besginntng at this publication. l� A 7 7 G 6,�� block are only to be used far these poets and blocks. NO SCALE A77D ... ...•..••.,• & ' II 11 ee Nu bar: Jab Number' o7 4 03-004 .t; J:\En g 2003\03-004\dwg\con-docs\Graves Creek Bridge\C3.0-DTLSA 8/26/2004 1:32:28 PM PST t f i i. 4 H OENERAL STRUCJURAL NOTES C �� ! NOTE: Standard 90° Hoo GENERAL 5. Aggregate size: Iii. Provide the maximum ratio of coarse aggregate to / - .� fine aggregate, consistent with placingrequirements, minimum 60/ coarse R=3 BAR DIA MIN (#3 TO #&) dw , i. The Contractor shall verify all dimensions and Condit€ons at the fob site aggreat R=4 BAR DIA MIN (#q, #10, #11) NO. 38053 prior to startingconstruction, Notif the Engineer immediate) if an R=5 BAR DIA MIN (#14 4 LARGER) y g y Exp. 3-31-05 I discrepancies or inconsistencies are found. 6. Maximum slump: 2. Details shown on the structural drawings are typical. Similar details apply a) Driven piles: T per ASTM 0143. Q �TC114l_ to similar conditions. In the event certain aspects of the work are not fully b) All other concrete: 4-1/2" per ASTM 0143. Tfi OF CAL��d detailed on the drawings or specified in these structural notes, the DIA OF BAR �p construction shall be of the some character as for similar conditions that 7. Concrete materials: cy are shown or specifled and shall be reviewed by the Engineer. ,� ;'�'``.` �''`•` o) Gement: Portland Type 11, ASTM 0150. 3. Existing conditions shown on these drawings are to be field verified by the b) Coarse aggregate: ASTM C33. i REVISIONS Contractor as the work progresses. Notify the Engineer immedlateiy if c) Eine aggregate: ASTM C33. Reactivity ratio Sc/Rc shall not exceed � � � ,1/ NO. DATE: existing conditions are discovered which are different than those shown. one (l) per ASTM C2&g. -�- Construction shall not proceed until written instructions have been received d) plater: potable. from the Engineer. e) Ready mixed concrete: ASTM Cg4. 4 BAR DIA OR f) plater reducing admixture: Dcarocem 55 at the rate of & oz. per sack 2 1/2" MIN. 4. Notes and details on the drawings shall take precedence over these or Glenium 3000 NS at the rate of b oz. per sack. general notes and typical details. Dimensions shown on the drawings shall g) Air entraining admixture: MBVR or Darex of strength required to t take precedence over scale. provide between 3--1/2% and 5% of entrained air. Standard 180o Hook 5. These structural drawings and general notes represent the finished 8. Reinforcing materials: i structure. Unless otherwise Indicated, they do not specify the method of i> construction. The Contractor shall provide all measures necessary to o) #3 bars and smaller. ASTM A615 Grade 40 or Orode 60. protect the structure workmen and other persons Burin construction. # T . int a� Reinf. 00Bends p p g Such b) 4 bore and larger: ASTM A615 tirade 60. measures shall include, but not be. limited to, bracing of sufficient strength c) Cold drawn spiral reinforcing: ASTM A&2. am and stiffness to resist all loads, Imposed on ail elements of the structure; N.T.S. shoring for construction equipment, earth banks and retaining walls;forms, g. Miscellaneous materials: scaffolding and planking. These protective measures are the sole responsibility of the Contractor and site visits by the Engineer shall not o) Non shrink grout and/or drypock: MinNox Por-Rok or approved Z g Include, observation of some. equal. Mix with the minimum amount of water required to obtain the consistency necessitated by placing conditions. <© 6. Openings, pockets, etc. shall not be placed in slabs, foundations, walls, etc. b) Curing compounds: plater based liquid membranes conforming to unless specifically detailed on the Structural drawings. ASTM C30cl when tested in accordance with ASTM 0156: Euco b BAR DIA ct �Z Aqua-cureStandard . or approved equal. 35' ,sok d 1. All phases of the work shall conform to the minimum standards of the 2002 c) Expansion joint material: Conform to ASTM D-1151. , ziK� Standard 5pecif Icat Ions, State of California, Department of Transportation _����' M. (Caltrans Standard Specifications); these structural notes and all local 10. Welding of reinforcing steel: Reinforcing Steel shall not be welded unless o0 ordinances. specifically detailed on the drawings or directed by the Engineer. All WW l welding of reinforcing steel shall be in accordance with the latest edition of DIA OF BAR *0 Qo &. All A5TM specifications noted on these drawings or general notes shall be "Recommended Practice for Melding Reinforcing Steel, Metal Inserts, and ( �Z of the latest revision. Connections in Reinforced Concrete Construction" by the AW5 (AlN5 DIA). NOTE: F Use low hydrogen E50xx or EgOxx electrodes for welding of reinforcing #5 4 SMALLER BARS { ) g. Special Inspection in accordance with Section 1101 of the U.B.C. shall be steel. R = 2 BAR DIA L provided by a qualified person who is acceptable to the Engineer and Public Works Department for the following types of work: 11. Lap splices: (50 bar diameters or 2'-011, whichever is greater. ss- U 00 a� a Goncret --� CD e placing. 12. Cover to bars: iEf�_ b) Reinforcing steel placing. \i Q 0 c) Bolts Installed in concrete. o) When concrete Is placed against ground: 3'. ,.a. d) Driven steel plies, b) When concrete is placed against forms but after form removal will be in contact with ground or weather: Standard �' Hoop � � � �o 90 �4 n} i IO> The contractor shall contact the Engineer a minimum of 24 hours pylar to i) #5 bars and smaller: 1-I/2" �� reaching the following stages of the work. ii) #6 bars and larger: 2" �\ [�T i✓ c) All others: l-1/2". b BAR PIA � a. a) Pile driving operations Wz �0 b) Placing of concrete 13. Concrete curing: Keep concrete continuously wet for I days or apply curingU compound in strict accordance with manufacturer`s printed instructions. Or+� S fiffup� �Otl z t FOUNDATION yp. �. 00 allow 14. Form removal: Remove forms in accordance with the following schedule: 12 z l 1. Foundation design based on Foundation Report by Fuqro Nast, Inc. Report N.T.S. . I No. 3384.002, dated July 2g, 2004. ca) Side forms of footings: Minimum 2 days. Q En b) Edge forms of slab on grade strips: Minimum 2 days. o �a f 2. Allowable soil bearing values and foundation deli. ire based on soil c) malls and columns: Minimum 10 days. l`-O" TYP. conditions shown by test borings. Actual soil cond'l:icns w,Ach deviate ao i appreciably from that shown in the test borings or btrled structures found 15. Vibration: Vibrate all concrete in place with o mechanical vibrator used by w during earthwork operations shall be reported fo the Engineer immediately. experienced personnel (including the top 15 feet of piles). -- e 3. All site work and grading shall be done in the Foundation 16. Shop drawings: Submit to the Engineer for review. No reinforcing shall be _ Report. placed until reviewed shop drawings have been received on the job. Shop b i drawings shall consist of both cut and placing sheets. placing sheets shall tv 4. Excavations for foundations shall conform to the lines and dimensions shown contain all information required to position all reinforcingsteel without TYP. VERT. BAF2 Lo on the drawings. Remove all loose material and debris from excavations having to refer to the structural drawings. WALL CORNERS c j i 9 � g g Q and de-water excavations as required to maintain ai y working conditions. tLJ _ The Geotechnical Engineer shall approve all site work and foundation 11. Pro ectin corners of walls, beams, columns, etc. shall be formed with a 3/4" )-- excavations prior to Installing reinforcing steel or placing concrete. chamfer_ less detailed otherwise. R 5. The Geotechnical Engineer shall approve all backfill materials prior to l&. Testing: n placement and observe backfill operations. ca) Laboratory: The Owner shall retain and pay for the services of a 6. The bottom of all footings shall be horizontal. Where adjoining footings Testing Laboratory where samples will be tested in accordance with O M I bear at different elevations the bottom of the footings shall be stepped as these structural notes and the applicable standards of the ASTM. CZ 0> detailed on the drawings. plork under this division (to be performed by the Contractor) includes fl i. the taking and storage of samples and their delivery to the i� FILE DRIVING laboratory. �"' , ---► b) Samples: Make 4 test cylinders for each day's pour. 0 1. Driven piles shall be, installed In accordance with Section 4g of the Caltrans c) Testing of samples: Test each batch of 3 cylinders as follows: I at > 0 Standard Specifications (2002) and the recommendotions of the Foundation 7 days, and 2 at 25 days (i hold). Q Report. d) Test reports: A copy of all test reports shall be Submitted to the 0 � C0 C . En ineer1 9 i 2. The contractor shall submit all proposed elements of the pile driving system I � to the Engineer at least on week prior to planned pile driving operations. I yp. Conc. ComerPlanSection The pile driving contractor shall not mobilize a uipment to the job site until 0 Ln the submittal has been reviewed by the Geotechnical Engineer. The 13 ��FC1 N.T.S. � submittal shall include complete information on the following: Lo d CO a) Hammer type, size and manufacturer b) Pile production lengths c) Cushions i d) Additional items requested by the Geotechnical Engineer ��--- --�� N t- 3. The hammer shall be capable of driving piles to at least 3 times the specified allowable vertical service capacity of the pile being driven. _ DATE: 24 AUG 2004 4. Piles meeting refusal within ten feet of the specified tip elevation may be DRAWN BY: _ W.G.M. cut off and remain in place with the approval of the Geotechnical Engineer. , CHECKED BY: K.T.D. CONCRETE 21/211 GL. 00H GONG. PROJECT NO.: 2004-18 , I. All concrete work shall be performed in accordance with the latest edition _ FILE (TYP) of the ACI Building Code (ACI 30) and the latest edition of the AGI Manuals o of Concrete Practice. 2. Submit concrete mix designs to Engineer for review. Mix designs shall be prepared under the supervision of a Civil Engineer registered in the State `---- __-� of California and bear his signature. #4 BAR 4 3. Concrete strength: 4000 psi 28 days. 5 FET NO. 4. Minimum cement content: NOTE: VERIFY AB CONF10URATION a) Driven piles: & sacks per yard. SHOWN Y+IITH BRIDGE MFR. g b) Deck 51ob: I sacks per yard c) Abutments: 5.1 socks per yard .� ChairIta11 nho ot . Opt5. Aggregate size: 1". Provide the maximum ratio of coarse aggregate to �, fine aggregate consistent with plating requirements,minimum 60°10 coarse244 Lam , aggregate. 11/2„ _ ,_�„ 1 �2„ 1,_0„ 0 f -',� ►. s k t i i £ ©pgoFES DEQ NO. 38053 103,_3„ 38,_Q„ (,J Exp. 3--31-05 102oil000 11 „ 01 1 STgT CIVIL. CL. FIXED BRIDGE -�\� OF O�L�� CL. EXPANSION BRIDGE BEARING CL. ABUTMENT 4 CL. ABUTMENT BEARING, ABUTMENT 4 I�_STEEL PIPE PILES �STEEL PIPE PILES STEEL PIPE PILES I 32 REVI51ON5 52 ---- ~----- 23 1252 N O. DATE: 52 777 f;. _... _ 1sx c s . , a. � C •`y vex , -.:: t-7 I xu",.1�Y"�L� c, th { J¢c`r. Y` _$_B:S„ t 1'e a"';• ,.u.. -3• ra 4 a :4;'i I i`";.">`,&.€ a. ""s3-- pyrl<iy6Cffkc'".F.`w"�'ri.}ti 3-r�'d�.^. l;5•ci�r`:, .e ar 4a�t4-^is�,]''a.7syrr'ti s _. --^ � ...� s;a k ��xis`'-.•,cj.r $- "` ✓r.! `' hhy,,� ..a`•,h`4.rtd�;r. t.ixr'�C� J }�#s .9;A `q BRIDGE SUPERSTRUCTURE `S U.J. tk43� '.,,1�" f saJ, t;y. `r` EY f a. 3 \ t sc/x`�` 2 t 7 'l z, ostia EX15T GRADE I I I ....._.I d>- \ t �Q �--- <0 I I • � a,u E �1 zz U Z> a t Y ! Q� oz �W I Z dz Q0 u MOTE: RS r a I PILES SMALL CONFORM TO CALTRAN5 STD DI^IG 52-6 ALTERNATE "V" CLA55 70C I o W THE FOLLOWING EXCEPTIONS: w 1. DRIVEN STEEL SHELLS SHALL BE PP 14x0.438 i2 ' I �' Xx n I ac� 1 2. VERTICAL REINF SHALL EXTEND ABOVE TOP OF DRIVEN 5TEEL SHELLS PER ---.-- -,_ � 4J ww °3 a LIJ w� i Q i z`' w h� z0WZ I SPECIFIED TIP ELEV 720.0 z L-APPROXIMATE LOCATION OF <Q �rOP OF OLD ALLUVIUM PER r) 0 �0 FOUNDATION REPORT I SPECIFIED TIP ELEV _ - - _ - I LL_ 0 F 710.0 ' i Ln k Foundatlion. El-evation LU 1/811 .. 11-011 QQ �ijj Ln F I � aoL R < - o I a 103,_3,1 3�'_q„ 0 t'� �} 10100 .011 CL. FIXED BRIDGE - -� CL. EXPANSION BRIDGE BEARING i I I R I �1PERING 4 P1LE5 STEEL CL- CL. ABUTMENT 4 � � STEEL PIPE PILES I Q 34 EDGE O CL. ABUTMENT I () 0 52 44 DECK SLAB 41 TYP $ STEEL PILES 52 CL. STEEL PILES I © Lf) CL. BRIDGE BEARING �+ �' U 52 OL I �` 23 3' - CL, ROADWAY STEEL PIPE PILES TYP 52 = DATE: i \ ( 24 AUG 2004 3 DRAWN BY: W.C.M. tL I ' I CHECKED BY: K.T.D. PROJECT NO.: 2004-18 iv CL. BRIDGE BEARING ' Nt b- I I FOR DECK SLAB FOR ANCHOR BOLT LAYOUT t; r24NO. REFER TO BRIDGE MFR. 1� + a I REINF SEE 52 DRAWIN65 AND Foundation Plan 1811 _ 1.1_811 O f o• o .rte 1 i I - I I � - - - - - - - - - . - � - . . - I I � .- -- _­ ___ _:" -� -- -- _­ � . � " . -, � . - '. . � ,_ . _� '� . _� '. . -, " . -, ,_ I - '� . - � � I I - � � . - - . - - . - - I i I I - I i I i I . I ' I � � �� I,- --- -________ . i I I I. -- - - ____ I � � 01- III � f 1� ; � - c � . - �' NOTE: , i . - NOTE. � � FOR ALLINFO NOT 9 , E t FOR ALL INFO NOT 11\ % � SHOHN OR NOTED I i . __ SHOHN OR NOTED \� -�. DEII,- 1 _' 1. i I 11 it It . SEE ( 1�2 . r1.2_� CO- I ! 1�2 11 (O 11 (O � 6 I/ 2" CLR TOP OF KALL 5LOPE5 SEE (3 - ;, Of e 1#--- t / / .0 11, (L ABUTMENT-- _W � 1 / .01 ------? 111"_� I 12t� ; (5EE ROAD PLAN5 BY '\'J_ o z i ________________11-----,---, - ________'_____'___'_______ - ___- I L_ I It ligilaillillillp4miam. - - i FILE loll ; Pall V1'011_1.V'k6�-'k'- . 11111111111111111111111--- � x 11 . 01 M�M'r!,'-' �'-;" . �'�.. 777,777 CIVIL) 5 I-011 I-oil ,,, if 5 * * : ' " . '� - I -oil 5 It 10, 1# ! � 's ,"p 1'-1"�1i'r11_Z3'1'1' I e / Exp. 3-31-05 - � W.,� , 'Y_ lop I'll -.0 - / M '00 t ! t 2. - . .40 I/ � � �' R 1-11 - "' - ' ,I 4_1 / .� ��' I �,�l,,i;�,�,�.,r��,�-��l',���Ll"�,,�I . �' " ... -: I 1 41 1 ; "), , -bil � � 'Y"';,ill I 140 � � , . , ."I � I I-011 I-011 11-0111 OL. ABUTMENT 4 .11, ,- \N i !�.­".' ­'.� I CL. FIXED BRIDOE BEARIN6- e__11 S\ F 011 � ", I � -P, 1 , N1 __ .�111_ �10 1- _­�"%Ti I - STEEL PILES .1 � I - . ' ".. ".'Ii� . (2) #5 CONT. 11 6 / Is, M_M E ';Ov�"V�' 10 "I 1 4'__�� 1-1 L � I -1-_" om �'�gft- ­ __? - _4­ M-10 .1 "I ! 11- 101S611_ . ..'., W'."" �/-'RMR'�'Var_ mr, R`M;vP'1_'j�K__11'-9N .­.�- k X P""g-i..."---ma, 7 -7/- - ,I % w'. . " ( , - 0 i 'g-z-'-0.*_"?'_ , I ­-, ". . a TOP '�H"'i"_­ "' 141.11.� .'it_.".11�!! '­'�'_" -.1 - - #10 CONT i .WN'bg' � -A",- "I"' 00". .� �V' 1, - ___�I ! ,- - g 'r-t-ga-14 11 ")-.-., %,�v �g�gz V'� smv --M.' , W." - 02 - -11;111-, _'N��' ... W­�"I -�� .W I W __ ."".11 VliV ", �'llil��yst�'ll'-�,�,�.,-.."-"-r. � I �' "..",RIO_-", I 1."'­­­­"­_- "'41 111,111 ) - (5) #6 . . � % .;".."11--, - I" I Ir .0 I , ­%!­�� i., 1�6�� � ".' ��'r�%;_ "N"LzI I - �NOW ,J'j"" - , � �� ,�-' I "" �"" I ,'�. � ON � 'k '�� � � IN IN , 11, . sg'..."- _ g R" TOT (4) ...k g-gum, , . , .g­ I , I 4 - I " , I I Ot RE, M 5 = � 'i, 4 I , . 4 .1 I I � , I '111 - .I N V'.�';� ", I _\ v" � ,. IMXZ��' � i I " M, Ow, '_X .M I �' " �t I �' � -L FILE5 4 I ,�_i'?'_-� ", � W"! -" 3,-'- -"n-��M'40 No'?504t"W". \1/.'v------10- "�W­"'�'�._:F. I CL. STEE ". (4) #8� CONT I �' "' " , �'. _;�- I - '�Mdll_' :; 0- '1�1.�i� F'. N__ ,?,- ,.gg I., 5 � - I , � 'k.� 111111111 'N - g �"' I " M, __ I, .N .- MAIN SLAB REINF .' $1 �T'ihl ;� I � I'll, .1 I - "- , " I M'0 *1 '­'­". , '-l"-"',1�'A'. - I .- . .. H.W,M I?M_"' MO.' f, I'll ��­.. �' .0 ..' I � ;.;�.' 61_-"3'u'�-�- '11P��"."�� 1 ' ' , _7 _ g'�K _ " -) "', : , %, . - MOMM ) BEARINIS "' �'M_%1`4'� A '� i % '4 , "._< , !�� , -1"' �- - ­ I 9_,g; g 5"'';AV 1- MR., _' "I'M. , 'Szl,,X� I V -�- - '. ' ' ,I 3� . - I . ,-), , i -,_ '11 I ,� . ,_ v,'�jg \j, ��'j�,. "­­ ��� , ., -i ' M �111 . �� I &-.' lmj'�'�i' � ­ .g p-�r 1� -gg­'-xo� I I 140"Al "Y��em . X- - I WWI 'n' A_%�il 'r �11 MM � i ')­'�-w". rw'-'M 11 0�-''ggg' '��t3;"*'-Wyl rVIN%,"Ag ';'%P .1- - ­­­- .. &M � M� R �jj.' N I REV151ON5 i 16 - _____ _�'i ..�,���4�,-,7.,.�;,--,.���;;�*.��;�,�.(���,lk,, �'Kllil IM, I - � .1 ;� ��,%_ I E '111�.A��"'_ - I .11 - y"'��"61��7"V'�� I - - , � ��" z- 'M -� W 'g " , ... _ � '11-, INI - .:: it - a m If AUJ'f)-� � " , � Al A � �_ .� V, I------- ..� . lhl"':k�� .11 �r'vjs��-�'Z"� ., _1 jed '. I 1, .' � t ,_1 0 --,M � I � ' ""'�. ,I v '" '-,- � A �1'1111 " '�jj:j-6 , , �'-�_6'�" .�'i , , -- '.", -44 ' 6� i . '. � � � .� #4 @ 12 H/ ,". - ­�',V' 'r "N" " " I ,.'� ��902 ,�� amg' It ­ ';'-"� , - J 10 No W_ rl'1�4�M I I'� �wgV� ." - "�gi'rf 11 'O \>101\�� ' "" , , ffil " If �� -go ,�.'� 'Y' . .IF4 - , " , ( -1 ,1, I'll--, ' -, '�"�" IYU,,, 111­1­';�� _�� '�� .- ..'.�WE !3§022"- 0-01 / "gn,"'� ffik. __------ , ' _ 'i ' " ' __ r� -1. ' . AMMM;Mi 'S - " _V ... ":,I,---TA"-';7n'P-- . N. - � . -14- -1 ": ' _�"­ , M " ' ' "��81 I i' ? , - it /'��/\� 5TD. 400 HK 1, ?14111"4i)4-3101�_' .5, I IJ "i, % � � r/ 1111� � 0-M, - E " ' - X, W A " .'� �!"' -.212, , � ;r7;11tffi0 , ..." I ,. ,"- P�.-I�'it:-", 11110 "i'-At 9 , , 11-1-1 NO. DATE: R �� Y_ --------- N V11�Iw "J,"� ,�v,� �k .� ��� 'I " ", ­ W 1 " ­ -­'Y,'�k "' f��"4�'�"�"" , , = V , - ii . 101-111111111,11 I -/ I .­­ -R-1 "`�-'-:'�.- , g �'-- '10 ! I I P !� �'Yg­ �'gwl' V.." -'�".� � , k 1110 M-"'��"'-"'�"";.-_�TM'.-'-­ i '� . �-IN, - 1.___1____1_1 I ! . �'�_' I-.'Y:� -,;, ­-.1--il �� "I " to 1; , - -,-."' _0 -?2 i.,-- r­_A____ , ' '�1" .�".�" .' _g:'_ W. �-"-g., -A t� gp"' RM I , I I "I " '�,' 07 "l"V.l�lll,"�'�t* 1-i C� ;Rlilfff ' 11 � . . . �N , � �-n'.��-.t - �' I .� � '.t'4; '115.1'."11".5 --"'-,"I.ii'll""Zi"�",4;�14---.�6 'a f " - I , . .;- ,I " .k ._, ANCHOR BOLTS BY _j � ,el "'am-' I NEM M'50'.M%""� . .' : � A-� 0) -*' W11 ;` - "'�\'­5��e'��-'�- S' I . kv- 11 _111 -1.1- , q) '-f 0, M'111_�i- ____ *% i 1--l-I '- i" a iv :31i 1 -#4 a 16" I -- ,',�7mv�_" 1� � �,P'.­ �'. 'g�v' i ��.......i..-- I �'�­Mts'$ ,It- Fg, "! � _' '' ,.1gt "i��q,pi- . � BRID67E MFR I .1 . �; �':--gq' '-�'-'-.�-giz - � . �'� a�" Ul 0 iz I I- ", ", .1, , ­­­ �'g"% � � III, - � W 01'�N' - I . . W75, ��';--." __% .k ; �­',�' I`M11 :,� � - '� ,, - t, � I .i .1 �. lj.'E W�' (Y �� M N EA FACE1 "'i-e % - " "-.-.. � I -V _6� i 'i ' lg'v��7' _1�� .:. MOO �-?J�."'_�ifk,�g_, __ - ­. .1 11- I . .�W" '_ :1 I i i � I V �­' I.. N - : --­ - I*111 Em -.�iL-'� �I�' R'N%' , " . , , , " ­ ' I ' k W. �'� 1.11 - 'R15; !NO >< M I - N - �-' z ' . I .I I ' .1. 1< .1 . ......�I .. ­ I LA./rl 1. � 111.�" 1:01,1101-1, . � < "; ....� 10 X _ _ < --- IN v .I ,... '. ' . I ' I I "� . 37 `;1M - j��Ijr-�Y'�%�._ . . ..k . % - , 4v?..' " - �_7-11R. - #4 C X X � A., grgg�qg- . 1. I '. . 1. , .. - 1 �V6 "" ,NP BARS a 12" w/ , 0 ��' I , . . <1 . . 11 --- ' . �_ . I . . . . A., "' , . . 4 / NKLI�"""' 1" = , .. I I t om-3 W", . ' .I . . 15' � �t E ��" v I )_ v . A . < .-*4 . . 14 W 4 '4' 1 <1 q '� . '�'-, ;.-1 . ; . �t r�01 F 5TD. 1550 4 5TV. 100 "� LL- ;­- , � X , -3 <.. . 4 4 .� " - W_ I �_ - ' /_ . U11 �! !i!�z ,, . . . ' ..I I --!� 5 11 , � .. . 0 . . /_ !�'16i" -, I I, I HK5. (ALT. HK5) - v .1-11 'I_�­'.4� ' . . I . <. .. '" _11�11 , 11' .,.,. F 1 '4 ,,4. _-_1 . , 1. - <* . - 1 !3/4" DRIP &ROOVE - U'll �! '�' ��j",-nl - -- . . -Z_ . . It 41 1 W i�. - I n4R� P� I, ­ I ' . q'%e"v?,P. .' = . I A., 00 1- - _qr . I I .. I- . . ­ 0- . SR.. . .. I'll "�' / to a �"�' I ., . . 1. 11 7: I i':"" � .. - - 11 1W � - , �S, ,�A I 4P1.0 1--l-.1- � "l .;L. to .1 i. RL' I I-011 t .*" *1 . I I '� .. 't 01 I I'I�'I 1_10� ��.1`011. - "��F" K . 1 - 1� . - - - 1=-I I M, ''Ill...I I Ittl I 1=' 'I I 1:*:t! '��!l . ,W, 6 , I . ") .) - "l - 4 1 ' ^"""', III � " , -�� �" '� I I I I I M = - I 11'1�lfl. 1.*;I,--1�;' � � - 010"ARR5 H - -I � �'A , - - -Xm .1 ,_�� � .wzn� �S , I... , . 11=111=111 _ : tK I . - `1.11'1i�l --- #1 a 6 1, -oil ,,''. I , ,HOR BOLTS ,owg-a , I -1 I 1=1 I I 4 I . I -"*%Dwf%b.- ANC 't.g -111 _: - - _­_._._­____ ��g 1 P& W.".lim-'I�� "vr-q I OW � ff._ ,3 11 -- I I 1=1 I 1=1 I 1=1 I 1=1 I El "I I 15RID6E MrR I : D -4 Ill- -iT - .1 - I I-� y ;i � "I I I-,­_ I[=- -1 I e L,-4)1,f I.,- I - �. _" .11 ."H I : I '__�' _�� Rmli­ - I I � .) BY ' 'S .4 hdg Slab Detail X" - 611 MIN. N'% � . I- 11 gg & M ' MIN I L) I� t K1. ,'�" 1 'IM 1,71,--om�--;'-'- . "I, -411 � ______- �Mt ;�' Q1" ______- ____� ,"zon --- --i_-�-.'-_;j- j j-, __ NOWAOMM , 9)-'-'- 11 .11 (01 i = 1�11'� �," - 12" MAX. �,�" #1 0 6" CLA55 H - "HI ' #8, @ 12" STIRRUPS I �""��"W.5;;=e& 'i'70TOM-�1 1 4 I "I'M I I I ft I 1. 't - 1-1 I . �_ MY .91"N"', . gw; ."T"_-'-- 1';?_'�_f..��Ot..'r_4p` . . -, I 11115_&1.t I IN - �"�gw;-r; §112101'1'�fffig I . 11 5 Pt" -) 1550 HK5 EA i , . � . I "�" '. -, - I/ I 30.'Zi�'��'�"!'­1415 �� ---- 1 1/2 = I 0 - ,c� 8 ',' - V, It BASE �,. .-- ,--'_ 1, 11'�t ­­-4 ' "I - -4 .. i � mogg "" - - - �"ka , i 6' , ; H/5TL \ "Koq . .' -, I I , 11 � I z N," �v' , , , '0' � W_ � � I � .11 ,�.. � ; I .t " - -111-., � , l�OMPACTEV END AS 5HOHN W t 2 a � �'\/' , - I � IN � M i I .' P;",-,,- TO '15% 11 ;,.,----. ; L � -1 ag, I, ...: i .' I &-mm"W, - - " �&':� #8l CAP BARS 0 12" z ; 1_-1--1_A ON � .' V :'�_N. :: _j i ' va%P! - __'­ I ..-' `10�1 110'..... g .I.- M%w . �V'�_W��"' I 41 " ' .'Ir": #4 CAP BARS----- N"41\1 ; � _41 -1 v__ 11 - (4) #5 CONT. 0 TOP ffi'§. 11 0 � <>- ,'�t­� al -, - - 41 X ..-I.-I.- de 2.,t NN "g-, ott�i� 14 44M H/STE) 100 $ 1550 ."7H_?.'g � _� , �)�.s:'< 4 � Xz I V<i' ­�' ­Zlt�­kl g4l��gv:- 1 I , ' W - I . U)< � .r A �� , � : � _�'i � ' '" lr %-0 .111111111, � - IRM-� I I I %�..I �' t.-(L i UM ' P v : I W/5TO. 1550 4 )4- X7 t `� , I" VIVO, WN'Atv'! �''�" r'� ,F I- r_1 , , "�'111 ' - 1-11-11-- -0 Wa 2.0 " 14 � !."7�.�ejv"'�.' 0 12" BoTH KAYS , W 7- 1 _'.!111�1 4 1 �N;q - '-"'�� I t , .1 IPIIVIIII -,,, o_"_'V�fij -,?A; �:-���'- . _11 t'M r_1 15A'Iieo�R "��n 1 W 111", , 1 �'N HKS EA END fALT HK5) I I . k � .'�-; r�­,J_,.' �� � � ,�'"�,'),,�' 4"""""�!Y"g, R I-� ­ , , ��k ---ii .' , M U <0 AM N � .'-":� ' - -­ngg�' V��' 14� , .. _�Y'W;" :F 16'_ "'vi". - f", �! _ � I I .A.'�Z_ 1� ��'M -'_� '.'�"I i��"%."I. ,�,,�----,,"�l-I'l-fl--*I.tl".,i�l-.-",�,� ­'. (6) #e� CONT 0 TOP 0-0 IN 5TD. 1100 HK5. 0 rMM4 ,I -11 - '' ,,,, ' &ni;. p t ., -'r -Ii , � "I _- 0>- I - , ""' "', '? W '�' '47K "Vnl� '-��"' 'ONN"'I'.-" .-Ai "4 4 4� � Q___�� 11 �%� , I � It, I'M I I � '?'� 1001 �vn , , "S'I'Z W i . ,0 I z "I -, ", "' I"I'M , - ,SM (ALT. HKS) TYP +_4 z : � 11 � "I% -k ?1��4'-'-% I.. -I, --7 -, 16'r-110,01M - . ' � wg ,� '"'I'� 1"i �-, � "� '�yg �_ , ; I � ,"i IRIS. 11", 111 R.""� " ' ­ - , ff �N "§0-P , , A- a_R�11K U 3_1 �ti i I.�4..' ��� t - � I� I I .-,.. �"i � w 11 ��`i!� �qli �' ='j, , I � 910 ' y i = ­ , I � � , j­� t F �191 0-11"I'M i �'. z .00i < � '�'"'I 1Z "HIZil.Y' - �'i , � , ".1, " F, #4 a 12" EA 51DE � �? M If i if , ;� I V, . 0> C� _ '!' '� M VRIN f 4 4, .,2", . " '��Q �w '��" I = I ;-­­11�_-'V'%'�.-Tt-f�"`­�'-ij �j"'.'�'P . _N�i"NrV� � -" . I MAW;I'll"�"h'I� " �; ���P t _ t -1- 1, " N I_1 ' -1 I I - ,_� r, "� , �Z;"" �L� "I I �.1 '� 0 12" 5TIRRUP5 ­_ . I - - 1� 'I, #, �.4 M �. F - I gg��g r,'.�;� 1%, � �'� -1-1 � umansa 1-1. ' i A",�I--- gg Q)l � 11;t , gj-� , a i _�f-'.-% -P�".":'��"'�:'-c'f-c E, wl 5TV 1550 HK5 EA I __ >-W i ; 'f ,,, . ; .. --J&�--',"�r""R, .*!� 1.11-0 r Q i -'0�_�iil"Y%-' .' ' - , �..';­I i %�"v "' ' " M .I-F i . . .' 13111, ' , - ;t �, . .Ai�� �A M � , - t "I " .. 1� tf) RIM � -I I�' � §01�' ,0 I '" y Qmy "M wv "n' � .90l - !- � � � i'1115��_' Mi -E, , t� "I I�.. � I � , f �' � "�­N �, Q!, A'S : : 11* � _ .,"k- - qm�'�""' -; END AS SHOHN � - 1� �Vg'-"%. _ !115'� �'" I'­.� ' _­_ "14_'� - , �' ;" '_ '�_�QQO'­. - I __I '_ a_ , . �'­-� � _,';'5L , _9 _� ' _�� i �_�_"'IlA;'� :2 L'_ I '. � '!; � -;"�� "- ,,,-, V"- .�- - V, �'_21,e.1. � t " "�7 , .; i 1, U_�sk"� ip H .' - M"o, . . " o 0 � M" ,19* ��.'�'' z "� , -11-11-, I 11 11.117,?-W 4 "51 I R, I ,; 'I �t ' t'"I.. .. � - ' , - �� v I I . I I - , �� , - v lisamolimi I 11_1�'_ " Aw", i'n"'�' " :'-'.-'.P I - . '4 i , 'A � g"g, - q, 'AH 6 I_1 I I�� 01 kil I I El"' 'a'gz - ; �� � � '134"A'. j I . F_ �4-7?�_ "-I'- . __" ,��/,,�-i,,--,i'.#4-"��-�l >_Z -� �M - _oW ­ �' , ih_� I �,� z M �_).."�. .1_1 I _" Q 1� I, "'--- (4) #1 CONT. CA 51DE "'_�'... - If � .-I ;;j n - .�m '. . . . - 4-00:16i'V -M 110011 ­ . 0 i � ­ �'_'g"m_-�W­ -1-11 gi�;" I 1* 112, lia W L. X, 0-1 .. . . �' 'I',� Z V) i . I 1,-1.14Y "� ; �� I E . �­'=- ' �"�z; '�- � z i k, . - "', ` " , - 1 , , , z 11-1 - , I �' IN � -,g I '' _ 0. 5PACED �- - 11w , ' 1i , �"'."­4'40,""!�l -14Mg'a ' i I I-�'_��"-_� �� I I , 'V-' "ZT"Ii ; � 0 ' . 311 *0 I" '"'� 1. �'. I I I I US I - 'Ry 0 i � .' ' � ' �,H I �r �'.��I'Y.".�'r&�50' ;,p'�. �'�I ' ' 2 ," - ;_� " 4 ",v _11 � Ill wo � " I ' " rr Mi.14V '___ = 0 , _" ' .�"- -,- � "O' I - y" 1�. I-1 ��4,?��j,.:---.�i�"t�,��.b"�,1:,-.4?..'I z , I " I � �m ':'�__ _ '� " - n 11 I I ....� !P I % _,"'',", . ffl '.' , M ''�' �i.�: ­'� "gg'g, ­" a I I '-.V!Q�1�1'.jn�'S'!_ -'K ""! -1.0'K . , '71. 1� , -��' I , RM9.7 .Mi :�� .� 'k to" ]WRIN � 0111 . '.' ` 11 I ..... "I 141 MS. H - I .� M 1, , � 6 . 0 1 - ­�- 4 '$ #4 STIRRUP5 a 12" 1�11 ." 4,010 'z..,� . wnliii( 5 L."M "�* - " "'�n, , t.�"M-1. * ��I - ARM , A ..� � ­� 0111 I WIV.�'.3r't':"v'-'mg- ,7/' l�-��� � It Z � � IINT,VO4 '�-11 4 _ 11� .41'.9- �v_ - - W -g 1�I I I-1%N, - I .00. � .. As'% ; "" !, - I—- . ' '�" _ " t�r�'*?- ,k mmw ....I #6 0 1 -IN 11 = - I , .. gr !1110111A �g'­ . M ," . � %, P"', ' " . . I �'', 't�"��.,o9l ' __- :1, 11 S �' �- , 1­111.711:1(11'U'M'1�1 -� '�­­­ - - '­ �1 r I I I W. I,�' M � �": H/5TD. 1550 HK 14�""'� � ."�� 2" EA SIDE 1� �9 � ir-E . Z_i�"i I �" ­ ' t�N�' '_11.MS' I Is "Ld _ I _'� '1 ;-,;�;'­ '-i�,'jm"' ' -_ '­�' . -Sw"�- .. I, . &..4, � .;- � k-j " ", 'r., - - 1.1-% -­ IN- .��' .@ jg"; , ;1 '.��ql� N� \ �11_i -1 --�'_ *;,i '­­''__'_ Be, I AS SHOHN � 'K'i"i�,",�-z",*k-','. ��'� __ WITIM Mr? I— %. Ic- . � _ ' ' -I .,A 1� ��"�V'�- 1-1-1- 1-I.,.- ,:-,;- - I - " _'��"" M."I""'".�I 1 T _I ,W I 0' ""�_ �t -&I I I- , �' A Q) NOTE: 111111"'I'l 44-11 A ..0 I.,­� , ,',,I N .... I . . 1. ,�� ­1�11 I I, �'4 M'U _r---.-- L 'L X ; , - W"- -6_e -F'� - '? � NNE 'I "'�,� g-�?'g'*'�,""� �L�"Q.NNT','�- 0'. , "IW34;1v'�'Af MYj �N'V'111 ­'�- g '14'r ,��_�. , ,r _ , - �" � . "_'t.. "k; "I ""j i'�''q�' i -.��. �'s,r<- -?z M11 ,60 4,:z=:1. M -Lj�_ 'IVVZ�_ .ffl" * . , _' " -1 , �' I R L J�lp I n I ' I, "'M_W I 11 i : _'_ 0" -,.,.,.-,, I �_)0 t , �;�'�� 411,115-M-M., _1V7 '�_I I.;; � �FNKTI-Iivii- - 0- i , ' """ � M'I � [ � f.gmek " , '_� - MF I " , ""O�'I'll-ill�*",-'-4�Pl"l��,�,F�-��tP,� � , '� FOR ALL INFO NOT �t ' ' R "(I��i�'; -� '! 2 11 aR (4) #e� GONT 0 BOT r n,On k r- U ,,, � , g (O I . I 1.�-.�"1§1'1�'9 _ 10 141111 "I"A i , " , I "'� A , = i"i t'.��_%';- 5HOHN OR NOTED __ k' . - "M, ! -4--;? . 1* '�' -P -� .1 - 6�� , _'�'� I _'.- 10-14M �'_'�� :,.f� �"_' -.--- � I 2"'I '.-� 211 UR C) _3 ,,--41k'j' .-vi,�l�iT,l,� - �' 7 wl 5TD qoO HK EA END M - ,, . � I- " ffiM_%'-' III,-Z' � �R'�_­' � * raltiI -1 111 .",11 ��� TYP : � _1 . -_r,f4 Wfl, � Q ' I ,�_. "'Alt 11114�' 0 0 i 00 �' , I z ''_ ,,, I S_ 25 - It i , W� -, "I �' - -_T e-4- k-:) r- I- - '� ; 11_-Z I ;-.4 0 i-r _/ , I � Z=t. _�__ I - g .� ­­!P1$111m` M -- I� � , SEE r (6) #e�CONT. Q BOT. 4:= b " ; �r ,4 � "," I'Mr;j ,I -ft ' ` - !� I.-M, WN ' .;W� -.�� ��;194 " - � F0,11 0 I,-5_'*� �'':��% '. X I %��-. _- 1 _7 9- I , U -__-ft OR 0111", - '­--,,,- It - �111_111 I v41 STE) 100 HK EA END I---z: --'� 110-�_-__. - >1 WW i M", -111 -- I I..... �_.'�' � M j i 1\1'__� lz.:� I � i 4 -.4 ^$'% - --z i e R*N � 1* , -T '-� , '; N A14,14.7;H 011i..'X - <0 - ' � �=" -�3 M X � .r 1�� � 1---Z. ��'vg�!"�'� W,'..� , i K 4 01 , ' 11 !- I W4�'­___ , ?--,,-,� I � ! . i ' '.��_t ki-'- E-14111 . � �. (L . A ggmg'�Xllx , , Q >_ � .1� - � -A-�� ';'v" , � am �;Fjw'W�7jt _')'� 4 no�m ';N."'?4 '1-1W r,�f .4.4 1 1 � 'gg'-p" �' � , �-� _1d_1 0) M 1� - ��'. )) ", - ,?N k I I ____ W I 1, . L � , "I. I -- ; I , .I , 11 ' :9 It , __� 10- . �- M , - , ""'j, K"' 4 T "? .��Wk 11 '2;r.' 1.71. y ��.' i #4 a 12 H/5TD iFIMt,A0 � ' � V I'; ...N I M Ew ! " .t I -_1 I -oil 4--� W 11 .111"N . � 'Y* -V -"' - F_ '� , .;;& " � ��., . g'g'.,�; gn, _: 'N - -1. -�.�"�.�' . 1)4 -) ,M I . rw ( i A 5 � _.N f , ,I r-0 -1.1 -11.11�;"�A'­- -1"­�"' � , ,, r, _. , ", 11_-.';� I., I 1q00 HK - � .A "V M I ,I -'4�- " ..... .. . omw� , �"!W'V'__IN .1 -.r I z ..'��.:.� "'ooli ;w I I I I I I I I I � N"It"I I'M,Affil;�Z�' %.-,"n'. , . �,�'- ­�rl' ... ____ 4'.;f.. >_ � ._, . � 1�j "_J('��;o I ' _"�Wkl"'.'%�"'Y';; --all 11 �F!'-j)­­l � I 0 � 11-W �A- Me? W �� S - . . Ir , ;' : - - __ - -, 11­'Pj� , �'?' .!�'��""_" . ' �':�'�­'g.--'vg�-' M'.i!­'�'"" ' __­ ""-,- ,. I .� 0 .- 'i I. ; -", '�.'-%""s,��'"'.--�g�' ,"�'�� - � .d \ -) I r, _�j � , I 1. P_ * N . I ! .'L . - IU -> -,.�'.-C-g W-"I-,' ,'m'7' 'Y-11 !�;S z t I � gpn 0 WF i LL- 1E K_'I' - �120 . I I . - ` , , -1 , tion__ - � U X ANCHOR �OLT5 BY 1� "",-* , in � ik" 'i N it'a"offi 0 � -0<'s, . .)K) I- wg� ',.'f ---'._-� 'i;.�t 'P '�� I , ' .. :�.' ' �""' ' A'�' , " ,ml I I - ", "S .�; 0 �� - - - .1 11 BRID67E MFR. � ml"R".. e � "'- - ­­; " J .1�'11 i � , .� Of 0 K, _� 71- �M Uj§ ! V_ _2 r1l)(_Nk-/r_�11 I ' I M���' K1 - � _ - .' ,�_' -`1 1� � '/ ­ -IN '� !;&'j-1* ',',-.,,a Abutment Sec �lllIltll - _', ,��/ '_N"' I �"* ,""I''.-i .­--l.ljv01EjyN$AW.'al . t ,� -,I,-- 11111" �e _,'r -_ - I _ - < ',� -� 11,11- I , ---- -- a-z V_ (�j -11- k ' ' _ "', - U_ W . 1-.111 , - ­ ­'. �j4;� mffi',� N; > - � - EU.- li - - Y . ';�___-j-,-, i� ft I it i W.-ge, ..", EM I I � -, 12 0 > � 'g, I L 4'd"ZC'_'1'1'1 - - -P ! fi� ��\ -��,�'F' , 4_52"�' . = I 0 - __ % MUIR- , _.%'vfr-�'._A .' /4 1 - L_�' ;'- 3 �.'k- � """I"M j .___1 "ll I I � , ffm'.ILER__�'� U zo i _­_ . 0 W i eZ. �.­�. - . � .1. I rn z I Abutment Section - I - WZ I I ','z z Ilk. I I _­­­ C/� C38 . '_'..� t � -.1 I ' "", " W , i � 7- .? �� :: gg��-' .,( , �?Vll � '- 101' I � # 0 lig�Y�% ;--Z��-�' . � = . It I ft �' 11 ,, "t I Jr-Z I I I E��" �`�"� .- g 0 " � . .'.. 1. '_� - g.? .-;-g'� W , 0 � .I '� i � .. I J;i'._'. Uj ! ...i Z' . I - '�-� .!'_'���.'-:�'�.��'­� 40 '�- I � 11 L'�""_. , -q!' �, I ,J_ I 't = --'�;t r,�' 'k � I 0 � � :--- ,R=_' NilI,,.., 3/4 .�'*�"�)"% M - ' I Ill.. Expansion Bridge Bearmg ,Pl�j'."Wv , '� ,,,, " � : , _ 'gn.."', . , � KK __ -1 > x " g I i=) � ' "' ' . � � ��inl�� _A I `� X ' 11 X'S �� - ,7�'�' . 1 1��` I . " i14.1�II& .- __ '1'�­s� - M� '�q � 11 , ­'1;'7�r'k'1."V_""' . .­ _-%._­"'��.­ gng, , 1.11 _Nr Q X 1� !­ ,,,,, ", �3 -" '3 �..' ,�� ' "', ,N � -.-I..'., "a k�'z-"- .���-. ..;r '%.' 1111f.."I". .11 , "I I I " ue, ., M 00 � -- 0�0 av 4 !n . e-"A-'�"§'._gv;� I _z , '� *d . 'W" �g. � T,mg �_' � (6) #6 CONT. 0 TOP ` W,ME W; ""M -"��".�';F"-,.. , ­,"'."n't �11­ � - ' ---- ---- � '� ;-1 1 . -_'__ 1. 'I §O I _" �_EmR i,I . '$Ilt " - , _' - � N r -V,K��-rp�' ;>."� , - ,,, ­­?"_­ R �111 a �' ,-I; _-.11 _'' 55 'n. , .t"' . � .� �. 4"' ' ­%r�i��'�­ ,'' ' �."T < i �_7_ . � 1- �0' `& , i " ,w- 6n& ._� . x CL � ", N* W . ��'-"";T'��" -I �'111 pl� 5 NOTE: ';'�"��'--"'.�' .� N MIN It-, , N'&'�' _0 no � I A .. X; __' , ­'i�g"".," i , :!"z P"';( i."l 1�m'__ -1-VP " 5N'Tj &- 111,111,111,Ir i '; .1 A. '.' _111F'�.'.' U � I -- " 11 - .� FOR ALL INFO NOT Xq..�. :-7ijg�--t'JRI--l-,".'�'." ��N, , �"g-t Mz.'- _ i"J � .. W , I I �'1111ti. . (*'�) ! "" . ".X__ NZ., .T..q .�";"*1 6 �2 f ft1*2 W" � � I I 5HOHN ,t �_"', I � - ' � ,_ N � � �,3"",�A , " I no, �.' t'0' ,'1101 I OR NOTED �';'�, 11 (2) #6 ADDITIONAL -!,% . , _9' - . �4 ;_ � .. I 11 a 11 '..I . . 11 I .N It , - ___ - t EA SIDE , ." v � " 'k.-......�, ' ..' 11 i , '.""'-Y.-- ,V,-?,�" t . 4 ....". I, _ 11 41 M'7�� I 101 �k' "I _-�' _�� W�! , � � ; 12 'N_, mm '��"�' 0, rLgg r52 1__-11'1-_-.._ " ' ' --, g.".'-"%'�- 114 'FA I - SEE - '�$ �. "iM-1 I . I� " . . ! gg __ "'..' .11 "" .. � (6) #e� CONT 0 SOT I 1 ��Pvg�p '@rggg "4111101i F- I I , ' , _� - , 'j 'l _ , , M, .�.� _ - I I i '�t'g' , I- I ,I 11"f �;'�i' W",-'o ...... __ ,Z_� � ", W� ... _"!7:�RM1'W*'2a-k1 ION .1 I� '��_� 1� � . -1 H/ 510 410* HK EA END -- I I � 'k 1� rg"'qg 6 _z: - � 2.1 � �:_ ---ML �;W' I � , 'v . - 4:Z:==t ! RFIE, 11 � � I R,I" -- ye" � ";v. ?5 I , ", 'Nt'',�'V '�­ --- � I , - t�',; ,2,,&------'ar-- I I I- .."- - ­`�; n � %�gl "j_'1-� j __'..'!h:M, � . " -'_� i C "g n�',��'�'�f" ". - � 11R54 , _' ,'m!',- '-__'_.'­"'-. I C\j ! I I " ,'I.W�-_ - .k' Mg. ­1ZZ. 00 I'll ��'� - � ,il�4� ­�� � � "� I r - ? - N* . - .' " .�' '^ _; " �. NE � k' ","_.qry --- , CQ ; " � �' .1-11 '_� -j��' I �_ -". -0g.,11. 'R. ; 'VIO" i I .11 iz�� . I I.. - . "111 - . (e, - '� I I I - I' �av?. Q I "I � 5 .. . '_�' ')-�,"'u' - -=ft. .. LU �_D - V .'- /1k I-%. - � .� REINF FROM 11111z' �' � � ' gw - - 11-1 , 'M'� I 11'.;� ." I '11 - " . g '�"�v' ��'s"'i I �­­ - %�\ _4 �- co I ; 91 - m- "--a' "" �,'��' 1QU I ' - � 111111111 �_ ! �!! 5 "-'�-�g 2"f', �V' .-Zf,,! 'Mvlill 01 � . I ADJAC,ENT ", , & "I! I I, I � � . . , , . ,";�-7, t 4�,'-,?,,' 111 I "-j '11� . 1 � 11 '11 '­ ) SECTION CONT. "I^ "I--"'..- -_ -, . � I I--., I -��z�'__' jr,'­��' ­­"�''..�­.....,;;. ..- ­-I I �X.'-' - Nul .1 . �,�J.��� H---g Y� )_0(q C - �- '­"�;'- ;"p� .-''?z '"="' ­J,x�,. I tu -) ,I- [ ( '� ,-� 7 , � I . �x ANCHOR BOLT5 BY (n t . !Pi -i W ­,"'� ,p -I -1111 q g . _5 " g :'�'p�" . � '44R �T'-,W' _j�_�m A rx"' 'i-'1--'-'-" - -I 'U V�*' ­­ ­� ­­ .. 'fn.gg 3. "' . I llz­_'__V�'�'.' ��P>'-111,11, ., _�, (I w-.�'& k ::11-5 U �L ., TO END OF � 'Al _*' _11111., .�` - "". - "_ '13 -, It zz . ­-'ln, P4-- )\_<) 0C��` : BRIDOE MFR. 11 ", Mf-' ""M X�W I �%';' 11 :: I I i5 " � i6&�'.-'.'A -.�' 'M . . . . ..�Ig'�'�5 I I �9 ;'A I -jg� .g- '� : ��. �\ ". jki"t , - - '� - 'r, Ii., v � I " .'�lp-- -" , ,- - ' ABUTMENT I I I am " kNw�*�'_'ffl F'?'�t4� " �"_1111; 4l-611 Lf) ­- Rnllv '?,111011 '�k .� '�" e � lg�-- gv - 4. < , , �".j". ,r . 11 , ; , M �.�"�'- I . . � I A'-A'-9&5'1 , gg' - -, v, . *00' �i��t � ,_` ' � . Lr) ,' F , _ 'z -4 . I > i . H11,41"'���' ' g_("-, '1111-'._.._.'.-, 1, .9 � '� - , 'Ir It I �-w V Z , R11-IR, Vly"'�. I ...A 4 11 L.,'VE M� It _��Iil�'F r-� 0 Ln I ,*"�"' .' \�"' _R' " , _.'� � \>/\/:�All�;'� , I a �i� "�", � i- , - 5V140 " A, I ' '. -1 I 'I I . . '-, __ I " -��"�'k"'!".,6&w..'-_ I', i .� i� ",a . �-�h_l . . ..I ", *. � _­ ", I., 7.. _­ � ;9 -V.1% 1. < -I- 0 '�'i_�".% "'ik'_;� �i' - 'gi, . . MR. , ; I ! . ?I , �"w 4 � V 1 _'_r 'm�'w �� � � "Mr, , %, % EN, "I � N.,.1 IN , 4 .,�10,4111 0 "0"�1_1-.".-,, .7,5 ';' �'�'____' N N .fg �'.4�".K.-I.77,71.11-11-"'I., '.-­­jl�­­�"�­L '..&' -- , 1, ,.0; i c I - I . � '�:ANS��i;'W"" 01, �i . ' �' ' ' , " I ! , . 0 _210 .;, 1 I - � � All � _1w ., � MY'R."t �' Z 'i , � . ,C".4 "'" I �,I'M'.,= i 0 M (0 i � 'Mr 1� W � - i"I'll �';Plf' I I , 00 1 5 , I -Amf �'- R'li i, , '4� '01.."_:�VAM.�'� VIR".. 14"I . _Ir i � i �'$1 - .,� I , ,I I N__'� . - , I'I'm NO � , �� I , , I , �gm ',�,',t', 11, _ . .' R., .�' "k."., I � , � � ." � "I = .... I �"k� : ! ' ' . '� � 0 _1 I I R111'1��. 0 vig - � , I "I il �", fi&,511"V, �� '1W - "I�1,1'1 , , 't DZ (a) 1; , , .' .1 I � . , , �' U 'N ? 1.1, ; a" �elq �"�.Wuj!'p 91' . :' �.?' ' � a 1'11'�''IT" __ � I g It 111-11,t 'C� Abutment Section ! ­� ­?"%M-&'1w1Mj11 W - -# Nf, - i - -i - 'Arg ....-I i > : I I " ; I rr ,- 60"'A , ,--.----.-.---"; , - �%." �� IMWIZYZI�N-Wfl H400 , I ,I gm. a fy, f�g ,,,, 'Vm'. I � - � -1 1* "I" :� < . i i -i N - I LLJ i � 11 , f. "'2., �' '"MR;g, _� I 1"21" I 2 . ! -- R'l 11 .. _" #e> CONT, 0 TOP i sgg'�-'-i - I - --"-- -.101111.1 ...... "..I......W., � - 1� . ; " "_ "N'%W1�'­­'Mv. 91 o - .1 ....I I ' A U i � W<t 'jg , '�'g � (4) . , , '..' gk "m I LL_ , ' - 'k , � W ��,-�,�,ml=z�p�",V-4�".i:�t�.4�,n,v-,-,���,,r... �"� , ,Ir -11 23 = - , Fi�lew 1@1 "", " I i' I '.MWkKR , 11'�'.­'�...� '_­'�.­ . I'�y-z3�,�'�k',I��'Al�,,�4A�:5", , �'� � _"' , " " It I ! 11�11il_" -0 11 1! 11:1V � K il� 'I, .. Tv" 11 I I . MIN , .f-A, ,.';.�.� ,'� "'_­"" E 0 < - i - ON '9 -,' '� , ' 44�g ' - � , ." .' '___ '�"�"� .. . . .1 _4 Q I 1.11 .1 'Rt'k il""'V. �''.t'r I ...... Fixed Bridge Bearing - 3/4 = 1 � , ,, �Om". .. � , - � & 'a 1- __V'�__ -1 I - I I � I 0,211 I-AM" . . 'A' - . .� ­ l'-'t, g� " � I I . � Z_ ON?rm4i' i � '§;�'Fj;! & F�� .'�4 ,",.", : �gg?'�' I > 0 '4- 1 - " i I ."�.. �' - ' I 1. gg��No%'�� - W : , I ri'� c 0- .rt�' . _ . ..-,I -,"--zl-1-0.11 119,011 k IN _-M' �­ R pj-- 'g,�' � '@' . ; ; -t �' 11 _" -'­ .'�' 11 !�'.s 11111 I � �i 5 ill j- _" - ' 0- i I I '14 -0-1 ,­I � 11 �'�� . `�" , -" 'a .. & co IN , '?§Ili� , - "'r.- 11%--" i - � , I , I g. ,;" P07 -, , (S) � -, 11 ?,�,,l,-�,4, . , '�k 27. .­"�v-1 .. ", lig ! - '.� , R.", (2) r ADDITIONAL . (f) *' " "�i It' � . 0 - (31) � - - 1, 0 li!'�.R,4���,,� I'll t"..... .1-1 .... to-IN" �A�-� I � I 11 ..�'ll�'i4-'l',-1,l M A �. NOTE: 0 i ' P (f) 0 I f 1110- .. "i � .1 I ------.-- _ � I CD - - .. I I '11, ­­ �' EA 51DE ?' ;'p ,�.W5`_�".��J'4'�"'r­ %-'­­�'. �"'z��.-.-".r�.�_"![��'- R-AA . n. g'.�gj��''g.j­- . , ��� CM, -1 - -zy -, -.�""&.q'Vg<t......i ' -'_ .'x gwt N R ,'..' � '" FOR ABUTMENT I - -�' 1, mi-"--';�--I-'�.6 1 ­t';K'Xq�' MIZE�774 � � '*� .!, ld�: "I .-'� , j�* ",. ' - - ­"'.r'j--- -1 N'M Y, " I I ., g , ,Kz , � .g? ", , .�' f;�jf' iM1�-""'4)NR&'- ..gzpi Fj. M� ,V ,"�,* - _�Xv R)I N %saw , L 6') Eno ? 1 ,7 1WP'1VN'_'�' -, � M'141 IT . "I i�...' y-'ZION I d ! I --001 I N V ug.,k)��';FA�"X I W. g� � i , _ �� � , " .1 It "' 11 ,r,i� "� I "W "_� 0,Ntw�A 6" 'A. �R -111% �t�"t` III 'g�g r,o.'% " ' , 1'1�` .,-11,�".�'K 'P ' ' " " �4$2,'".-* "I ..'�', Iffig",-' * -I- - q��!A .. t - I � '��"� "� Ic � % -'�.-'r 'g - N .1 -1 'Al � '�f��;� _ .1 _��­§ ", 11 1 'W , _;�& , �Zlx \j.1 5 Ln � . , , " IIAI� � " -1 � � , .--A�'Y<1'1 I_; I .. � �� -- . . . = ') .. - -- I W"'), '_ � .' �" ."",1�,,,I V'11'�"%`�"R I "I i ..'." . 7 �. . , 'k H_ 'R .1,, ,- - !,-"""',,,, " ' - k'.-J%'1r;"'!' lfi'N . ,,, Ct- ,.,-,I 11115111`0 WE'V. a o REINFORCEMENT SEE 0 I-- �k.l. ,�I j V,-�'_" N, �� 4;�'4_ � '41 '�4e�'4'� ' �11fi � "" I _ ­k-�%4'i.� fi, rt�""" '�v'c? 2 11� .4 OP4'� , --1 . - �k4'. ON, ,"i ,j I... '.' , � mg,- I'PiZ114",� I 1� �\ .,r 1014MY0, "��'; - V K 'Rl 01", '� I r" (f) , W ' ""T ' .'_ , !y 1?z �z � _ffi ,� ."9 ��!' k v �'@, - , "x ,r. : ---.-.. Q'�." 1 V . 6 a "'� ')I I N-�R�" � , , k -.- , , 11 I_-"� ,�� . " --I REFERENCED DETAILS I , V-0 1" ;--1 , �111., g .f I , . _ . ,- _1i 011 - , w �;t e .p , I IN " H � � .7 - -"O.'�"'�'­ M,'�'i � ' ��"'ll,lirllk')-'�-t �gi 0 �- ,� ''� ., -, �. - I �' I I �'--11.1'?_:'­' �­-�-. . . #1 0 6' TOP MAIN 5LAB ,� -R--.1.'-"." -1'-.�_-�-'� C I 'XN1 " - , , % '4'�_ " I 11 �Mr_'�'V\ l�,9�-11�.41�.!�rst3�;",vxl.,!,;�.-PI ­ .-M gge' I 1-1 � � I � '�,��-i . ,� It Typ Cl) . � ­_­___'..__._- - -----'-�'-'L---'"e"-��'-'�"'�"- . . I -, 11111-1,--,.-,--,,.% i ,,,,, " '�'1, 1� _1v_11_Q A_�' , �'­­ 57;�'�" �;"' #4 BAR CHAIR5 a 56"±TRANSVERSELY RE i -y,t�,�,��-,T�,t,".-,-gy",,,,-,tr,.,I.,,w-­�g )� 0 1,0 _ - . ".", � � 7R. I - . L, " *1 M'W'_�Mlrl' -N I . 1 #4 0 I& I Ln I Mft INF W/5TP qO(' HK ,1v ; - 11­110"gm -V ,,, � I . : 4. , 11 P :7 1 �- , ,12� III` 1�11'k t 56"±LON61TUDINALLY n ; ;4%4�1�A��'ft*'�;QA'AP' am"R, Ig",&'�'gnm ; I '.' _ qiA- I -1 Ik. �'4" 'r, "'r !��'g�n" ' . . --1 ,, . &' !'M e.k!R'-__V'q-v-' , '.1 1�'� / __ __ __ _' f L L � I ' ' - -11 - I ' . _; - - - ". ,,, . �'. I�'1�1 1; �"."' - --- _ _ I I� 1 1; - 1.1-It'--1 r; - 0 � . m �_' �P �_ 1111.'_�o. R '' Al� " - I 'I �t"tiffll " T - : z Iq < �j --6. R �.. 11 -. il�"" I �' - I V. I g�jl'kg"� I'll -1 , " lg""t� I I �- Z" _ .1 " I'll i­"��_-It' � , i t,ft -- "A"."k , � n", 151K, 11.1 - = " tlffl R -4 �01 Pa. (f) CO I I , I . '' /'Wo WE Q �� V '7 RA""."'� " R'-_ . ' � ,rk �w 1,A I � "I ,I I )� .- _ "t , 0 � �' I . , �'.�I'11 F .'N%H , vt � 11 REINF FROM , , K z % Z � , 3"S .- � ' -1 , 0"� ", ,, 111 1 ?!'�:"qa�'� Ln � _, '; I 14 Lm "" , ';- .1 - . i . I -11 I �1 1� i . I -'I I 1" I I-6�'1.11 31 1 . � -- H�:11` I �i-�-�,,��4�,,;,��.�,.�-$��.-.--w 'I'lil"', U - _F f 11-1, , 1111 -1,Tk'f '*'%�" _"" - i RM I M �k.150'011&110-s�.7�' "i I �� 1�1'5� .' - . 'I A 11 . 1,11"'il-_ ADJACENT _161 'S � I , �_ ­."I, ,- , _' I % 't - rw -* , - W ;r)l r 0 , !�fy;. � � 019 .� '"' I gp"�p �'.�2, ' i ,,,,v R 1E I _�� I WE . SECTION CONT. - - ��' 1, - , '�: " ' 11 - -_ � I ,_­, I � - I 3�*4t'MM'PW t- -gpjg", � 4� .. I R , ' ' 11 �'MN%- ''�'_' k,#F' I ' ", � .A�131101'1111 M a- . . . . _34 �"M.� , ' ' i'll TO END OF ", rl� ; " . _Ir�." -r A i " ­ '�' . 1 5,5 . , 11 R4 - - I- � . r_-1 ""I'll ; V47.10000 - .- i �� -g- ­ - , %. 14113-0kn : ! � ;��' .�' ��"��";'%K'i1g I .-.----.----- ON i�M10,'p .. 4 q� I__% - �.�" ' a' ' MOM ABUTMENT % '10 �"§Hl :� v, 'l, 1.g ". W III . .. I i "I , .0. _­ 11MM-011"i-1. N� 1'15�1' I A -*'T'"w4"'-"iz'- __'h .- . '� . 1-- 11 ?. a RN-, - . il I;z 1� I N"', - ""'. f���'"'�.�r�� 11 . A .le , 1. � __ I I I � 10 �' _"',� "",�� '_411 i IN ­� , gwgtm � IN' "I 1. I _'1 ' . � I '.t' r g4' � 'g bj�.t' � i .�_�"�*�- ", "'Al-, ; 'A 1 1114.417 1.'G�1;_--v_N1'g7'. ..(F 2AIn"1111", "I"i I , ..z "I I ' , !311 T ' ' , .a"Aw�' -.P.rd!-�-z,;�,Y�--&t,-",.,.-�-�..,.-�.��-,-"��, '��1111"l 4 -1- -41.11 .. _;;';1 1109 .' ��'� I ',','� .r V_ .. �, I - W "v� P 'k, .'� 'it ," V . _'g4agg v , .�_' , ki, ''� ,� . ..I -1 -4 , G", %%v' - "I_e� \_*7 6 6" BOT MAIN . . -iff __" '. k1w �g wgv - . , 0 mz;­�'�' A4 0 k " ,A i�' 'Zel"� I ' ' g� - - il;��1.1�11 t�� I I I 51"e, -� 'r��' g, s,r- ",-)lI = n �' .­­ ,g? r" * = SLAB REINF wl 57D � I � ON vinglrlol'�� --,, -'=(-'-"-v1'-Lj'� av ; ,'tf-. ", I �11 DATE: 24 AUG 2004 . , i, . � i . to . n �"'i_'g _-'; I g'w � 1_m-1---Nn", . I ' "j ,� ,�� q0Q HK @ 0" - `�11 i� ,�'F" ,,.;, le��"�,A­'.'."V'*.(r'� -, - I ln ."'.. 12-415110 1 1 "' fik­­._" "A" -- . , - W-11--1 18 , R" z . - WHO -I,,-"A--W g"a 1- - - 'AWN BY. W.G.M. -.---. , IN * , ,,!.,K- 4N M� HIS �' DR - ­ .1 --.1 '4 11 r ..1,1-, ��A�'m '­'­ - -1 12" P15TRIBUTION REIFORZiCEMENT � � �W'101 I "'r E , 11*v , -vn g - ' 1 IN 116171 , 1111 ,�; .. 11'.1 -:1111Z ,90 �: / ", " . i "i 'i� I SIM I ` ' X"', , 4 oo Z U�479�'- 11 CHECKED BY: K.T.D. - �.g. , - 0 ,, '.'.�izr��N�_N I W, vl"V`.�' SM,".111400T.0 ,"-11� rlw_ , , - , -:. -a I ' o�3-�1'0 i g , , 7 I I z 4 I """� , , I � � � ,t� ", '�_ #5 @ " � , NIA"MIK t" S 0 . - il i 11 �14*� '. �',Yrgsg ­-1 '� "14 I 'jg�'_ I is 1111' "'.' , -1 '� I t' ' -1---1-1 k- 0�� §1 - 4". jgg­ Vbl;?"�&�W.'T,Wi 1 4-15 ,_ , , ' '_ '; '"', - , - ' � �' - k%" f� ,'1�43 I .' ; � , 'j-,"4t'i - . I 1011,t ' , -, '�-, , t , I ' " . I I IV., k ' - " _ �-, K __ , 111 11 1,401- , � " i li � � __ � , .i ', : � " I ,4. 1 '..", M�11_vii M1VK;i '� ;1; I I ��' V.,41iM'_� � ""o, �'. I.- ,. , � -�� � PROJECT NO.: 2004-18 '. 0 M � , ' ---- � " N� 54. '� : � 1" igaw� 'NA), 0_0 A, I 5 I $.1. 'k'�� t 011.1 L'�--'�­s� 'I '.gk-.'%-g­-N !�� -'A gg "- � ".�'__irl'�I *'-." 111Q1W P �"' '�' 0_4�' .35� �", - ,' pq IM,PT Al.� I I .N�* V 'Fin t4'1 -'' - " r95" ., .. '. , � ��x , , 'k - m- -'"R , n, , , I , , , ", , �j � I mov, = , .' '�*m "i'm . ' "'g, '.", , '�',' - � , M ."3'g ,,- 1W" I _v�� ?, .0 ka .%� -15' ` I � I '�( _ Z�11101' ��"_� Am '51 1�4".� lln_�k RN"_- ,, NO -A ,:,I, . "-,-1 , I ...: .11 . ' ; " , -X I", �0;," MIAMI MAN 0017,11& Ir>W7� MA&4 '"' ff , ;1 1,801-KIn-'��' "I,",-I . .1, i", -1 :1, -1 ' IN— �' � �I -1-170 0 I ill; KNIN ."t "; ­ . H ,-"" �@.";�". " -1 �' 5 -�"'�' I i '.'. 4 11-_rtll��"...LLL , �' �4- W 04 t __ "I�*K���4,k�r, ��,��_!;'�' N. d' , - I - 0 . I , 0 - , " ­ IN � -1. . I 1 %'�6�z . LL �1 1112 �T:6� i . iz'�§' 051 X" 1-1 . 1'1�'%'�� " 11 W . �W'��t'$&��W'tj"T%4 ��'N' " . - - _ ' ,,,, 1", R Ni A�� ��'j%r '�g"4@-)"fl , 'N".05, 1.111-M . , �" - " 0 - -1 -i . �"mt " � R -, I -1-9 I ", � i i 'N I,- , �' ����&"'..�,F,�;�,-�-,,,�T,�.--,�--1�­` ." , a�� il 'W_ � �� �� 1­k"'�' Vai --.0A T � . ' ip" " i � .'�W'511' , � I'L '..2� - ;,tl�"J"I �.-'.I ; � �.. M�' �­11�11`p ;' I, e"4_W",�. -`6 � , --_�' i � .1 � " 1 . _'� , ,fly , - "_ I" If S I _ �N". . 'vm""q� , _��_rs' .. . - 111f '­ ­s��§021 N I - .1 I ,S! - _110� V, ; "' - ,jy k I �'"' MIM�"_"' it " � '�-�"; ,-,I -" f ;- , It M, N't I .1 'i" i .�g- I ' rlkl'.M'11§11�1 I x�' __ .'i .�g -'zge; A. 1, 'f,� " � . �'15' �; ��a__m� -� ��.Ivll� i'r'-- ,"'g'6mg ; 11 - �!W: 5 %k -_"'Hm " i , , . " - _" � 99;4��1 ffi"�"" __ ";� - k I" , - -4 - 1i . 11 . "� Nk I �_' 7 - �f'op? - � ..,'�'12g'�.pg'R� il . ." gg p �2�' � , � � =_ ; ill I 1 1 � � "_ � � � - � I. � : � "..'11-IM' 1rH ,I ZVI,- � ... I I " - i 11 1 i I I- . z , i I � .' 1; V. :1 � � 41-611 ; 11 I I � 5HFFT NO. I � I'll L# ; - � � /I I � � I., 1 , ; . 11011"ll , I I I I _,.-,- . *I�' " . I I . I � 0, '�-9�'\o I Longi dinal Deck Slab Section '/�_ I i . I SO -'? 11 r Ill - � " I , 11111111111 .A.. I %"-V'�' �1, I Im 1 It f to . -i Abu ent Sect*on @ Sidewalk Abutment- Section @ Sidewalk 24 �'P'I-%, -�� � 1/2 = 1 -0 Q 'W I 111111111111111 -1 111111-1 . 11 1, will --- ! � I I - I I I I �f 44 3 ' I '_ ft I It . I "�� it 11 it = I - 110 : �'- JD 3/4 = I -0 ng 3/4 0 1 1 _____I ( 3 III I r, Fixed Bridge 'earing Expansion Bridge Bean* Df '. . I I - I ; . I " - ________ � . i , I - I - I I � , . i � i I i I . I � I I I . - - � - - 1. I I � I - I . - - - . . I r , *COPIES* CASA RIG BRIDGE (DB ANZA LOWER) 13LD-04-3696 De Anza on-sites 4 Y i w,vh .,....-..--------------_..,.__,.--------------.