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HomeMy WebLinkAbout2009 - El Camino Real � . . I I , 1, . I I . . . . � . . I I I I I I . I . . . . I 1, I . I . . . I . I I I I . . . I I . . . 1. , I - . 1, .; I . ,. I . . . I I I .� . I I � .. . � I . . . I . . . I . . . I . � I . I . . � . � . . . . I . . . I I �� . . I � I . . . I . I .� .- . . . . . . �, . . .I , ... . . . . .1 . � .1___-1.--.-__. I - I I . . .� _. 11 1. . _­_____ . . . . I . I I I. I ­.. I I I I 1. I .� . I .. . . I. . I .... I ­ �­___--- ._. ... � .1-1 �...I .. 11. � 1.1- I . . I ­ , . . .1 I . . . I _.______� 1_. �I . I 1.� I .I .": . .. 1, ".. I I . ­­'. . 1. . ­ � .. . � . I . . _____________ . �­ � I I . No w.;* I I .. � �.. 1. ­ . . . . ."...1. .11 I . . I �I" . I � .I I ­ ;.: '"i"1111111"I"l000 . I , --I-- I... .I.I I 11 . ­'. ...�'­­..,�......, ""'s,.�4 . .1.�­11.5,IR M!R I.!�mp4 i 1,.R��. ;.-1.1�I I .1 .. m -11"l-r-, 1, I '' I . ­ . I. . �I �. I I I I I . .. I .... I . . I .I I � 1. . .. r- - I - . I I.s-,-1,�;.1.1.I I,—I., ..,. 1. . I.. -! I . .. I . . � p . a . . . . . . I .1. I I . . . , .. ., I � � I I � . . � . . .. I � .. .. ; . . .. . I . . . . .. lk% . 1.11 . I ! . I I � � . I I . . . . I . I I � I I . . . I I . I , . . I . I , ,'' � . I . . I .1 I! . .�. ..1, ". ...k. � �. .,i ;, p'. r�6�� �r,,"-,�-:,,--I,,,... . . . . . 1� . , I .r . � . .,&% ..E, . T . I . r . I�. . .. I I , .4 � I .: I i I m , ". k..1: :0 I .. I , ''I I I .4, . .. . .k. . � .4 , .. �. . I ;.. � : . . , , , I 1� * ''I'l I I ".. . � A, � . , I r . . : I . ... " - . 111 , � �k. I., .. .� . ,-- EN f� OTE$ .. ENG[NEERING COMPANY SPECIAL NOTES: 1: I , 111 . .1 .. I . ,�, , � . ,., I I `F ' ;*'_ �.N' R`I C K lr_.,A, . Pij,�*�-Im,' '111 1. .. , , ., ­ . . . . . 11 . NII Im- -1 .. Ir..".... -1-_____.___--1 I I . .1 1: .. I r . .. I ,J. .I I _0.I I..... .001POr.j­.­.: ­'­ I . . ! .i . . ,,�. _.:........;­­­'�..­­,..".",,r,.,,,,. 0 ,��­ t,:, 1.4 1.- I . .I � � . N�1: . . I -1 I � . . . . I i,',�,! . I : r � . . I . I I . - . . , . . I- � ,`1Tv u" AT t�:A w., --,f..'-`R0 G' .., L.- . . f... ;�,� . ,i ' � k. . ,�­ ' 't" . .,1. I I.-- � -_..---I : A . A, i, _"-11- I I . : . 1. 0:'.'. . .� I " 4, ','',. 'A I - .. I � I : . I . �--,I-�_ - �� , 14 1 . I i . : . , ,, . . . I . I . . r . r . . i . . �- I .. r I . : . . a . 4 1 ..1 . . I . . . I : I L .I . ,. I . . : : . . I . .4� '. . I I . I - �. � .', . ­� ' ' SR'MIT,,-,S.- 'P:P I :� 2� 1 . . . � I � - I . I - NO CONSTRUCTION� SHALL ', . D-WITHOUT .'PLANS AND/OR f __. � A ,-'ROVED 0"t . . � . . a . BE. $T ARITE; . 1. ANY .rOUESTION RAISED RELATIVE TO THE ACCURACY � OF IMPROVEMENT INSTALLATION : : I ­ . ' .� -t-7'�j ,, : : w .� . . . A � . . ,V,. . � z -� I . D SUBSEQUENT TO COMPLETION OF THE WORK UNLESS ALL SURVEY : : I 1. ., . . . . . . �.v .. ! a .k. � . I . I . . � . . I I . CIr '" -P -TH'E "rj'..' "Y' 'E`N'Q I'N 'J'N.,.�� -�Q 'PARTMENT SHALL E : : '. '. . I -r. I I . I -1, A . ­ I 11 -t 0T--."`M'E­'i,-`N'T- , ;:A. � , I � - _EE.1;`_R ' � I 1'-, I�.. . , z . 'A. I 11 - . . % BY THE TY ENOWEERTN�G` K .-A ., ­. ,. ' ,E , IfIG _E mI I � I . b . I . �; - "' ' Q7 ,.. I . I.. . . r r ", .. I . ­-.": . . . . - . . I I . . " � . � .: ; .. � . . . , . . . . - � .I . ILIN All -CON I .�� I . . . , "'"" ' Y """ '%1; :I "' * , 'S T A T I . � I i.. . .. . 1 4 11 . ..". . , I I 1� � R N G"�,C", �i`S'TR ., TR ,CTION : . . I � - "" - , -NOTIFIED .AT LEAST 2A R'GURS `P'..`.R..'10`.R' TO 04 , FRUCT .1� STAKES ARE MAINTAINED INTACT. SHOULD SUCH STAKES NOT BE PRESENT AND VERIFIED ,­4!._.r ' .. ' '.._ I_ , ­ I I : . . A . . �4. , . ':� 0 4; i - I -------I—, 11 . ­­ � . c . : : . 1. .. I I . r I .. I . . ' - r r . .. ''' ' . - 'r . I r, 1; '.C I ' ­.,I 81N .-R : . r ____ 41 1 � __ .. . . 1 I . DONE -WITHOUT A, P � I v I_ . . , AS TO THEIR ORIGIN, NO CLAIM FOR ADDITIONAL COMPENSATION FOR CORRECTION A 1. . P.*-R,0,VZb`ftANS'-OR -P­,,­,0R,, 40TWICATION: TO TH'� TY'S EN �,E '' ING., r ... .1 I . 0 . ' ". I . - - . - I "' ' ' . : I * I . I . K T . . %� " , I r. D EIP ART MENT' WILL BE 'RWECTEO' AND' WTU r, 'E' " (11 N.T RA 'T " '0 'NE' R'S . A i I � � . � � . I I � . , BE AT TH GO C, -OR-'S AND/OR SHALL BE PRESENTED TO ANY PARTY AND SUCH WORK SHALL BE CORRECTED BY THE - . . � .. I- .�� *. : ; I I 'A. ,�r` �. r- � , . I . � .1 . : : � I I . ROUNDED PIPE . . I RISK, AND EXPENSE. , CONTRACTOR AT HIS EXPENSE. * * : I . ENDS . . . : . I I I . . : I � I . I I I . I . . I .. I . : : ..., -1 11 � I : I I A� r I ...�...b I: . PER, I . . . : I 1, ... ;� I : : . . '. I . I . I I .1 1. . 1 CTION., -WORK SHALL CONFORM1 f 0 THE -CITY,...,bF ATASCADERO 2. CONTRACTOR AGR LITY : : : . �� ____.,f I . . b . . . : I : I . . . - .. . . . . ,r . . . I , .. . % � . . ' ' � . . , -� , "� . ; - . � r . . . , ... I . I � . . I. . . S - FOR JOBSITE 'CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT : I . . . I . . ,r, . . , , VANDARDS AND' S PEC'IFI CATIONS.�AND 'ALL .WORK ,,HALL BEF- SUBJECT TO THE APPROVAL $1 : -4- i I � , .., . . . . . .. 1. * � I .. ,b . . I I . : . *1 ." . . .. .�. I: . . . � I I _ 'k ­ 8= To ' � INCLUD IS REQUIREMENT 1. - - I . I I I . , � q OF THE CITY ENGINEER14G,' DE, 1, I . . I .. ., I I '. - . 1 " . . t . i .. i , ­. .� I I I 11 ",�I k, :,'I .1.4. I 4� .1 11, . .pjk, . I­�,':'. . .. I � � . : . � . � I � ; .. ,� I " - I . � 1-4 I I .-I . , ,. . . . . , * �4 * -, - I t4 il � � . �r'. . SHALL APPLY CONTI WORKING HOURS; AND' : - - � - I . I : . � . . .­. - 4 �. I A; - -.- �_ . . . I� .. . . . I - . . * - .­ ­­ . , . . . . . . � . 4 r I ; 1 f . . 31 .� SOILS TESTS SHALL BE DONE IN ,ACCORDANCE WITH CITY OF' .ATAS-CADERO . THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY, AND HOLD THE OWNER AND ENGINEER it-___4_ I ------- . ..��� . . %�_ I . I I . � . . - MU$. 1 ­­­.;...r . � * . . . . � , � � i . . . . � I ���� . I , - , I ' . I .. I I . .1 , 'EC" S , T 'BE DONE WITHIN 1.5 . : : : � . . �N I. ' . b STANDARDS AND SPECIFICATIONS S '; TION 403. ALL .!ESTS . I LIABILIYY REAL OR ALLEGED, IN CONNECTION WITH THE : : *ft . '. 4- ' , . . 1 . I . . . . . . .. no I b : __ - a . , . , . . .. * . . .. I b . I PLAC `0 -.i , ING RESULTS '$?HALL. MALY INDICATE 'THE . I -_ . I . I , .I �.I 1 W 'I . . I .. . I , I DAYS PRIOR 'T0 ' NG'-�At ,'_-` AL. T�.'ST r . . Cf, EXCEPTING LIABILITY ARISING FROM THE 0 . '4. ' ,.- ' -I . . . . : I .1 I . : . . :� I � 1. . . k- � I : . z ; . . . . ­ . -4 . : , 11 I* . . I,, .d. '.-' . ' '' � � � . . SOLE NEGLIGENCE O V : : (JO m .d � , . 41 % A I I LOCATION AND SOURCE OF MATERIAL. . I I - I . . T, . .. . I I . . " I . � . I- .. r I . I .. . , � I ,, , , i- . C� . . I e . b . . "I . I - - r I , t, 1." . � : . I I -r .11 I . .. k. . , . , . .. I I . c . I . . . I , , . . � I . . . I .. ' . I � . ; . A ' . . I I 1k r . I , '4, * ,4 ' 0 . I . . . . . . : . . 0;� : . -11 � I I � 11 . I r .. . 1. . .. ',�"). , r .. - , D M 3. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES : -1 _k_14_6_01 -,,P.- - 'i .., ._....'r I.,�'Oi I ,. . . 11;1 I 4. COMPACT-ION TESTS SHALL RE DONE ON' S'U1 ""'RADE, MATERIAL AN ATERIAL PLACED �� . I . � i . . 1 I '_ - ' . .. I � 1> ., I � . . b . I � I . I , 1.1. " - . . . ., .. - I A�. ."''R 1,`11N � . .1...''T$ SHALL BE ' OR REGULATIONS. T LL DESIGN, CONSTRUCT, AND MAINTAIN ALL * . W �. . . . I 1 , NT. SAIb�:'T'ES- . . � AS SPECIFIED BY 'THE CITY ENG .,W-� R .':G, DEPARTME . .1, 4 � D I I . I I I ' ' . . . .1 b � ., I ' ' ` . % . or_ . ,. . .i� � , ' 'ER AN . , . . COMPLETED BY A CERTIFIED SOILS"�,ENGINE D ,APP,'ROVED BY THE CITY ENGINEERING - SAFETY DEVICESv INCLUDING SHORINGy AND SHALL BE SOLELY RESPONSIBLE FOR b r- 6,".MIN. ,q" : ,,, �- . w , , r . . I I I I . ,a -1. -"*.. .1 . .. . .. . I I . . . DEPARTMENT PRIOR TO, THE PLACING 'O� IAL. : LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, . . . � b r . I I I I . I . '. . . I � . . � � 11 - �Z� b ".1-'. I- 1. . � I ' � I ' . I . LAWS AND, REGULATIONS. r *k. . . .1 .1 W . 1, . . � I I 1. , r 1.1 .,4. 1 �. r I . . "_ . . 1. I '' , COMPACTION OF 95 . r I I . - . b '; 5. SUBGRADE MATERIAL SHALL BE 'CO:MP;A(TED TO A RELATIVE 1. . Y. 1 N PLAN .0. � '� r R, 'k,", ' I ' ; < X , . . I ell, i . ,. ,I . . �N. .. I . . . . THE ROADWAY PRISM BETWEEN F1NMED SUBG��r,ADE ELEVATION, -,AND ONE FOQT BELOW. 4. THE CONTRACTOR SHALL FOLLOW THE GUIDELINES AND REGULATIONS AS SET FORTH I ,:�v _,,e .1 . . . I e . � --1. " � e I SECTIro I NOTES SECTION� A-A I." - . .. ' "', ' . '. I -, � 11 ,.�I . b. . . � 11 I - I . , ALL MATERIAL IN. FILL NS, BELOW -T:HE*.' ZONE MENTIONcy ABOVE AND IN THE : BY OSHA. . . . " . 0111, . I �.. .,'�b b I 14- 1 1111 11111101"i b iS - ^. �64 b I- �>�- I . .1 ' . - . 1. THE END OF CONNECTING PIPE SHALL NOT PROJECT INTO I Izi .....A. 'A., . %, ., r I SIDEWALK SECTIONS' S-HALL BE COMPACTED TO 90� RrLATIVE COMPACTIONo *^,_� . . 11 .b v-4- _J -:�.,_m, I : I . . .. I i I . 0*) ., , . I . . 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL UTILITIES ARE � I OF THE LARGER PIPE. (.O*) . :;i4 . � . . . I mQ ,!�. . � I . . . .b . . - , I I I r . . 41:".> . I I , b ' ,' ,b r, r'. .1 I �.: t . . r ". r I . . . �1. I I . In 4i . .. , - ;, I * .. � _0 1. - I .11 � ,b '. ' ' ''' I . 1�5 - 40-- ��' , . I. 'A REGISTERED CIVIL ENGUNEER, MU5T," CERTIFY THAT THE IMPROVEMAENTS WHEN - BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE ARE ANY QUESTIONS REGARDING I . ri'L-n . � . , . .. .N �. T .­ b.' 'PR , - . r I I , f � : , .,..* N�� .. � . '' . 11D PL , ,T:10R� "" � , , . " . H � - 4 ' r�.... .. 1'. I.- . 6 11, 'ff "t,H,E -A F.r r I � % .'� .A 'S '.E r G _4� I , . I .. . , 0 FO ,MAN ,, i� .,� U'VE T0 TH CONCRETE W ... . . I . . 11 10',11 . � .,. ,.. , " ,'r � m - I CURB AND GUTTER PER ar- . .il�"% _r 11 , , ,mmr N., r i Sr IM , I I , , . . I . I b. . I T RE DOING ANY WORK BY CALLING . � ' ' ' rr Ok, , . 7 - .. W I � Q P .. , ' ' Q$ AR TO iU PREPA N I I ., to I � ,.,W:l- . ...­ .,. . , ."... ' THE EN %�,; . - 4.� . 0,MPLETED ARE IN' CO ' .' R " R 1UEST , THESE PLANS OR FIELD STAKES THE CONTRACTOR SHALL REQUEST AN INTERPRETATION ' � ' ,. , C �r;t. v I ­ A .L -r. -544-0707. THE : . .. � � " ' . . . OR FINAL ik tCTION; REQ�"'RD ".-)RA , E zz 6 Aff R.' Q MN- BEFO GINEER OF WORK AT 805 . . r . cli ,.TrH DfXft 17 I : NO. SCALE . 1. . FL 4 ATASCADERO STD. PLAN 5�,� � . , I 'i - ' . 4�;! - .. . I . . . b � . " fu C' . )_ � . r '' A - 'S N � 418,TYPE A , .. o 1. . . 4 �, �. Imr t:NT-S. AND ," I . , 1 1'5� COMPLETED'. T' 1!��­_, VIL tNC "IER CERTIFYIN03' "E PROVE J;�, "I,,,iRNG , . .r . " F I *` ' ' CONT A ,' -0 b I , ' 'ALL 8t. PRE'SE"NT Wl,� '' I 'EtTIO'N IS MADL. " AND SILTATION THAT RESULT FROM HIS . , �, . r 4�c _� 1�% . I THE RECORD, DRAWINGS SH ,. . . .A THE rINAL JNISP I b ON PLANS , I .si,., ­ .,I b . . . . . I I b . � . . . . . OPERATIONS BY APPROPRIATE MEANS (SAND BAGSv HAY BALES, TEMPORARY DESILTING . r . .� I . . . '. I . I . . . I .,. I I � I . . .. . L I r I I - - ­... . -0 THE ISS AN E OF AN BASINS DIKESp SHORING, ETC.) UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND . .-,;" . I . . , I � 7.: AN INSPECTION AGREEMENT IS REQUIRED .RPTOR T I I �, .U ," � . .1 . b I . . ., I . I . . 1-11 I . I ,­ r ' "N ' ' I I I .. I ,. I. I . - - - ____ b � . . . . .- . or. .C '­S'l ,'', : � I .I . I ", - ' - . . .. i � 11 . � _-1 I I .� .. . I I . � I ...I .. . . .-------am . . �.1 r .�'O 11 � , TION �� , -, � .. .. '. .1. ,�,E' I I . ..-. . I :1 ._.� . ....1. . . .. .. � I I . . . T PERMIT AND ,S T,A,R T i � �. I �JC , . v . .' � ACCEPYED FOR MAINTENA , WNER, AGENCY OR ASSOCIATIONS IS TO TC I 11 t. .. � I K GRADE I ____ .� .. ... .. . I . . I- I. . .. . I I r I - _', ..: .1 . - . . .. . . I I, . .. . r I . . SPONSIBLE FOR MAINTENANCE% MATCH\ ' s'... ..­... .:-'­--' ?I . . :,. . . . ... . . I . I I I . .F r � . I I ..1.�.. .7 I.r .i .. . . . . .. . .11 1. '' . , I I 1 . . . .0 I . . ' ' - I I UNDERGROUND, FACILITIES I . EXISTING I 11 I .1, :1, .. � .I � I .11 ,�'.Nr��,M.N'014,'14'44��11112�m . - I I . . . I . . . :i ,"iNE T.H[,,,, LOCAT ON OF ...b 1. � 1..b i.I I .� I � , I I . . TRANS ION_ E �a HAS. BE-"E N r MAD TO DEFI . I . :0 . 80.,� AN EFFORT I .1 -1, E ' * ­ - ' � .11 I I �." .. 1 ".. . . . . I . i EGIN, Ln 0 'ch I ­ . .... I . . ... . I : I. . I I I- , � , I � . � .. � . . 1 : . Lr) .1 I *r: HIN THE JOB SITE. . ... I � �u I I .. W1. H*OWEV I "I .- ,' , I ... I .1 ' . ER ALL i.-X."'S' .T'.r I N G UTILITY .AND, OTHM UNDERGROUND . 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN I. :I . � . Or I' ll, I ­ �, --------- : i� ., I I I �. I rCAT . : . .. . �:,.'' -_ v- �ko 4E I I. �. 1 b ri 0 , BE 'WN � � �, PLAN A . b ION WHE -IS , LIMIT OF I I . ,S!-,RUCTURES MAY N T -� .sHO , ON THIS IND —THEIR, ,L -1' � . RE SHOWN EARCH OF THE AVAILABLE RECORDS. TO ...'':�%' � :=1� . I I::; I r SOLE . "ama "m . . r b I � .� . - . -j .� �,x .�-.1 1, ; . .� .1. . . - I I . I ; I . . I . . , ..- I . . . S r . . 'HALL ASSUME O' OTHER EXISTING UTILITIES EXCEPT AS .:-*I ... b . E , r . : I '. , " THAT ;HE . I� ,b I I . . I. APPROXIMATE" THE' CONSTRUCTION CONTR',ACTOR AGREE I . S- CONSTRUCTION .1 . ,r .. b..% b . b I (u .0) r I - � � AND COMPLETE RES PONSIBI LITY FOR' LOCATING OR' HAVING.-. 'LO SHOWN r ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY .:, "! �'':,." - I . '' . RAA SITION . - . 'O' . .. ,, b I. . I . I . I I I I ..'. . . a .pL . � ­ b . * ECT THE UTILITY LINES SHOWN HEREON A .I,,b.. . ..I: .,1. 1� ., � i . ; ,I I I .I .. . I, �. . I � , I , . b. r UTILITIES AND' :OTHER .5 AND'FOR PROTECTING THEM DURING CONSTRUCTION, I I, .,� I.' �, . FACILITIE . TC I r... . . � � . . .1.1 ,. . . . . . . . ". . . 1. ... .1 . . � i � .. . . Dr ,1 ,..� .1. � .., - .. ' . I I . � ,. a I . I i I r I.. 5 ­ . r. I ,. -.11 I I . I I I b . . I RECOR OR NOT SHOWN ON THESE PLANS. ALL DAMAGES THERETO CAUSED BY THE .1�.,­ .- .". .- . 1.1 . MODIFIED CURB AND GUTTER . 0 1 1 � I . i . Ir . ..'. .. I— 1. . ­ I ­ '. I I I 4) I., .. . : 11 I . Ile � . , .. I .. � - 9 I I .� . � .I . .,b . , . .. .. � . . , ITC . . .b � I . 9. ALL UTILITY 'COMPANIES MUST BE NOTIFIED PR OR TO THE ,,STA'RT OF � IFICATIONS AND AT THE .I I 1.,.1 ... w_ . '­ ­ . :.�"," PER ATASCADER0 STD. . I . . � . , r � I ON PLANS ­­. .... 1. I I . 11 r . . 1. - . ­­� .11, .. . ''.1. �I I ....1''.. AS NOTED\ . %_ , . r I I � : , I . . 1 I . , ,0,b . . . I . .I 11 .1., . �.. ,I ,, � I I '.. � . I . I I ��`f'.,. ..,,--1 " . .. . . . , , ' ' . . . I. , ON PLANS - I . CONSTRUCTIO . I � SHALL CONTACT :UNDERGROUND . PLAN -418PTYPE A . " - I 11. I . N , THE CONSTRUCTION, CONTRACTOR ' . ., 1: I : . t3 . .1 . ... ­ I . -. . I . A , . , . I . q .. ' I . : ­ I . ... I . I. .' . i.' 6.112-9444 'TWO TO TEN' DAYS, PRIOR 'TO THE START I . I . .,., -? I.'. 1. . , . i . I . SERVICE ALERT (U.SoA.)-.AT 1-.800-A . . .,�, 11 I ­ I . .. . (A 1. 1. .. .. . b .., I,I. .. I . I I 1, .. I I I I I . � .. .. . I I . 1! I ' ' I . I OF EXCAVATION AND SHALL V�R I IFY- THE'10CATION OF ANY, KNOWN U IES AND 7. IT IS' THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UNDERGROUND PIPELINESP . . b:a, � : L, ,�. ,., � .''. Aic I I . � I b . ,. I . ' . , ., I JTI . . , ��': " ", . ,,, ,, ,. bb I, I . � r . 0 . . . . . I � ­ - I . ; . WHETHER OR NOT- A REPRESENTATIVE OF' EACH COMPANY WILL BE,. P,RES T DURING . CTRIC CONDUITS AND STRUCTURES IN AD . . ��..I " , . . ' ION . . to . I I . . . .. - I . . . . . . POSSIBLE PRECAUTIONS TO AVOID ANY DAMAGE . .. .. . l.. . V1 , END TRAM)l PER PLAN ,. -v � , "I'll ..... r_ . EXCAVATIONO . . A 10;'4 V - 7 I : V I Z A : ANSITION 1. . .2 " . . . �', . . \ END . I ��, . . 0 1 . . I I TO SUCH. THE ENGINEER AND/OR OWNER W . . . I . . . r . I 11 . I O '' � . V_ , , , I . - .i. I . . 102 A CITY ENCROACHMENT PERMIT IS .REQUIRED. FOR ALL WORK WITHIN THE PUBLIC , TTED FROM SAME. Loi.� .. "I I /. . \-1. . "a), . . I . I I-L . .. 'O , ' 'ON THE,,JOB SITE PRIOR TO : . . . . . . � ,�_ "m RIGHT-OF-WAY. THE INSPECTION -CARD $HALL BE .POSTED I I . rm,mh , . . - I . I . THE START OF CONSTRUCTION, . . . . b.. . . � . . . 8. CONTRACTOR SHA ISTING ED: ' 11 .... . .0 :� q . : I .. . : 5� Ilzr. - . . . I I . '. I . . . I z, a b, . � I 'r . I . . UNDERGROUND FACILITIES SUFFICIENTL VISIONS STD. PLAN. 418,,TYPE A ON PLANS ' . .m I . r , , . . . I I . ' . . . I 0 O� ) , . ' . I I . I . � . � "I r 0 * �K`HALF OF 'THE CITY ENGINEERING ' DE ARTMENTO TO PLANS IF REVISIONS ARE NECESSARY BE CATIONS OF EXISTING . � . ASPHALT CONCRETE- OVERSIDE DRAIN, .-� < I. 70 . I I THE CITY INSPECTOR� ACTING ..P .. I . � .. . � . � 0 U . , . . I ` IN . � " ' 'i-1. .'.r' ' ' '. . I , .. TD. PLAN D87D. I - N , 1401 , 1 . I I - M4Y REQUEST REVI�SIONSV` THE P L A,N S, T.0 SOLVE JNPORESFEN 'PROBLFMS THAT MAY FACILITIES. . I I I - ,, . � � I I , %�A ) A W_ 5. LO . I I " :. � I . , .., I EVI"'. IIED: 1 .! 1 . �N . I N_JNEER PRIOR ' ' I I t . I - 's. , - b'-',H ,I b . . I 11 ' 1, *' E 1G- ­ G AC CURB TO NEW CURB A , - Fl� ., ALL "BE' R BY THE DE.' TO . . . ARISE, IN THE . -LD ,le.JQNSI %'," b.. - .s EXISTIN :z,-1i,. �co'l. -idd . ,i . 1 C4. I I . � - r . I I r p - r CTOR TO *DEVIATIONS IN 9. BEFORE EXCAVATING FOR THIS CONTRACT I TO IMPLEMENTATION. %E INSPECITO .MAY Al I ATIVIE MATERIAL AND REPLACE WITH 8/*'MIN. OF < M�i-, 4 w b , . . , ,. ­ . & GUTTER TRANSITION DETAIL . \'­REMO VE- -N ' ' r :�, .b . I ND UTILITIES WITH THE APPROPRIATE UTILITY . ' ' A . . . u- 0 to 'u,r ,, NSo � - 1. . . , MEDY .� I I .) " E PLA , THE C*ON,TR,AC.T0R ' $HALL K. .. . . . ' ' 'RI: L. SELECT MATERIAL' TYPE TO BE BASED ,,r, . I SKECT MIATE . �4 : ' ' WITH THE PLANS' TO THE SATISFACTION' OF T, 7. INSPE.CTOR. COMPANY. . . z 4 q "i, " . . i . . . I NO SCALE UPON, GlEOTECHNICAL ENGINEERS RECOMMENDATION. W I . ! . . �. . .. 1, . I � < � 4 00 :,V . . . , I ,1-n 5�- n . . ' i . ,r . . � . I Is I �- z I.. . ., I . I . v- m . . ­ ; , I , � . .. . 10. L TION OF IMPROVEME �i� I 1. . . I . 11 � "", THE CONSTRUCTION CONT-RACTOR SHALL--M INTAIN' A .CURRENT COMPLETE AND . � . � � r, I , . I . , .. . .. . V�'�r�,"C �, . I I . r.-- < 0. 9 I I . 1 . . . . . 1A '. . 1; .1 . '' . F Aa 'CHANGE$% WHI-CH' DEVIATE FROV. .. , STRUC . AS . . , CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. I . V, CO- , OCURATE RECORD 0 . .,,N T% SHALL BE � OVrE . . . . . I . . 1 . . . :. � .�N ­ .1, - I . . .. I � I I ,.. .. ... IRA 0 � - .. i -, r I .... ..� r I i WALL OF EXISTING , RSIDE DRAI:NT: �NSITI � D. ' T C-."l 4) r. ,w a . I P . -IS FOR TH1." PURPO$E OF.,P'.RO;VIDING THE I , .ROPOSED IN THE SPECIF CATIOt E - . ' ' ' 11, .. . AC I ETAIL (SEE SHEE ,;, I � k. 161- 1 �lp 4 , �, e . , I , HALL BE �MA��E, WITHOUT � 1, �GE STRUCTURE . ::_1 I I t ir i . ­ i ­ " . ' ­ , ,"N .FOR' RECORD DR,AWINGS. NO C..., I:, 1' ,,,,Sr ,',',-, 1� DRAINA I I . . E GINEER WITH A BASIS ,' ­� . . CH4�NG�' S 6 * OPENING AROUND z -_ . ' T � � � . b I � . . � < -, .�* ; . ' �. . . r I -, - , DESIGN :ENGIN V . � I . .. , PRIOR APPROVAL OF THE CITY ' , INEMIN.G .PEPARTMEN ;�AND THE Etko� PIPE . . .. � I � 0.11 . ; : . I I I I ,� I � : I'd NO SCALE . � ! TIES DURING THE GRADING OPERATIONS. ( . 1 1174, . . 1 . 1, . � I I I. I ------- . . . � :.. . . . � b ------�_ WALL . .0. .� I I . .. � . . � . -------- BREAK AWAY EXISTING . . . IQ, - - , � , .r . . .BE-B-ASED' UPON SOILS TESTS TO DETERMINE ,THE . I . I . I I I . . . I . . . . . AND",A." r , :, ,T ,Y THE r �0 I � '; I. . ' 'CITY - " 12. WHERE TRENCHES ARE WITHIN EASEMENTS OR WITHIN 10' OF ANY BUILDINGr A SOILS : r N SHALL _ , , . . -p .I - ' I r TRAFF1C ,111'DEX.. DESIGNA ED. '8 TU . . R VALUE OF EXISTING SOi1L . � I .. .. . 1, . . . I I . . r. * . I . - I . . . . �I 0 . . .. r ENGINEERING DEPARTMENT AND, SHOWN -ON' EACH .:CROSS' StOTION.' REPORT SHALL BE, SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS I I TO INSTALL PROPOSED PIPE .4 : .11 . . . r. I I , 0 . ri .. . . I . I � I I � 1. . I ENGINEER WHICH INDICATES THAT TRENCH BACKFILL WAS COMPACTED UNDER THE . �r . . . . 5 I .0 . . . . � .; . .. . I I � I I _R .Ir �I I .. OF THE ,SOILS ENGINEER AND .IN ACCORDANCE WITH THE ABOVE-NAMED I I ___. ___0b_ . .. � . .1. -HALL ,:� P,,OVIDED WITH A, METH:OD OF . I b w . . i: .: . 14. ALL FRESH CUT AN0.1 FILL SLOPES S c 1.111. I I. . . b P) i . I __ . . . . 0 1 1 *"". .&�__- 1____ __ I . . , . .5. � I , , , 1R. . I r . . . , , . I /" , - , . " . . r r . � I E ClTY CO-'MUNITY DEVELOPMENT AND ENGINEERING. SPE . ,;,"'),f),, h t�,_'/I, - A. .. I , . . EROSION CONTROL APPROVED::—BY'' TH , . . . CIFICATIONS. I , fi 1.4 I.. . . , ­ I r . I . . f ..,1 . V, '' , ' �. . I * . . I ., 1!_j - : .1 � . ; . . I , * ' . . '. . .4 1 r - .� - � ,r,. . `�T1 '. . . -k. I I I . " b b I I i­,;I . .1z . , , , . I DEPARTMENTS PRIOR TO ',THE FINAL, INSPE,C .k. -, 11 I 1. .il � . � '41 14 .. , � . . , . I I I . ; . . . . � � .* . 11* ..I., . � 1 . . 13. ALL FRAMESt COVERSP VALVE BOXES AND MANHOLES SHALL I ' ' * . r .1 . 11 . I AS BUILT ammamMill ,. 15 t I . . L '.- -- A I . . . 15. ALL UTILITY RELOCATIONS AND/01R: ALTE"'r"',T10INS SHALL BE THE SOLE FINISHED GRADE UPON COMPLETION OF PAVING OR RELATED CONSTRUCTION* . I m . t . I I I b I , - ' b - � . � ...� ... b I . . .1 . . m k I . . . -7 _/ I C*� ... . . . .� . I I � � ­ � I RESPONSIBILITY OF THE ,DEVELOPEk, AT: -HIS � P t N'S.Em - DATE I L- 1 t ; � . .,:: I �1. I .; � � . . � , . . . r . . ,� . � ; �. . . I : . ; � I r b : . b .: I I - .. . I I STORM DRAIN PIPE CONNECTJON . r . I I I . . ­. . I . I .. � , ..p .1. . . � I , .1 . I . . . .. CONTRACTOR ,N('iTIC�I.'. -11, EGULAR1TIES IN THE L'W_ OR 1. INITIAL . 16. IN THE EVEN , THATi THE I . ' S IRR' , I I I r : I . . . I . . ''* �� - ' "� lb b. ..I. .. .'.1 � I r . TO EXISTING MAN � 11-1� . 1 . . . I . I �� �':' �. . .. .1' . � . 1 4. I . , NT11ON' OF THE - ENGINEER . I � 1. 1. 7 ; . � .ING -IT. - - ` "" ,�,. I . 'DESIGN p I . HOLE . . - BR rO 1 Hit- WUE (fAT I ATT" ,. I . . . . I . 1 . . . - . . I I . .1 I I . I . 11 . . . . b : I . . I I " N� 'a. 1 7 . . I . . M I-�' ' %� ­ �% R I. _0 , ,b ' ' 'TH -AND THE CIT I .1 . � "E ,I -T..�1. �ff I I . ' - F �" `8. `0 'E -ONT AtTOR � , . , - � - 41 L.5 Tb DO S , . Y ENO NM41'0- D' PAR' ' ­ �� , F ,. I ' ��1.I'll �I ' ': ."" I ; im -0) . -I...'I,­ ' ' I . I . , � , i . . . 1� I I . , , I "Y' ER%"%R "�, - I I b I I� � SIBLE FOR Ir . ,,,, Q:7" .IN - GRADE -AND NE . I -o- .�. . AN ; .C tt`S,AR Y' ' I I .S. I , .. . . .. b I . 1000000 . � . I I b . . . I . . ' tORkCT rS'UCH . . . . , . . RECONSTRUCTION, -TO . . . '"r RRO R. . UTILITY NOTES: - ------- � ­ w z I I , , i . I . . I I . I � - I ' -.1 .11.1..�'i'll.,�'...,.."�.,.,.,.�-�.1%.......­­........."'""....1-1...­­­­.....11--1-1......._... ;'.�­­ul I . 0 Lu , .. I I .... ��'i'iii­�"":_ . ' UT I 11 I . . ;1; , 17. EXISTING PAVEMENT� SHALL BE SAW C IWACCORDAN.CE W ITH, THE CITY ­­­__.�i�� ­__7-­sal. 11;­i...­� ...b..................�,,�...... . I . I rr. I .. .. I ­­_f r 11 T . .�. ­ r I . 1. � . . � . _< ,::E . , . � . - , . _. _ .-;-.. ..I I I.. ... ..�1.O.. -,I.. . I . _v_ . . C . . I --_ 6, M ETEN 7 _STRU I URAL,.' SECTION AND . .1 . _­-r­o.-���-.- -----, - T , i, I -r. ,, ,, ,, ,, ,, E IFI A N ­ .. I I .. 1. ALL UNDERGROUND UTILITY LOCATIONS SHOWN ON THESE PLANS WERE OBTAINED I I .... ''......- 11 . 1-- 11 -1- 1.......�,; , .. r . X-I ; �` . . .. . .�� ­ ,.#*te - ; - -) . . . I aj... - ., ., ., ., . _�' TH � S -T`L �, , CTION ��i.HA 1.- ­ �­ 1. . ., . _1--� �: I . I NEW PAVING C C TIO . ''' ' S LL BE - .. I I SHALL E J �NED HIS, POIN 1� P� . JRAL SE ' - FROM A, REVIEW OF AVAILABLE REFERENCE DRAWINGS AND NOT BASED ON A FIELD . �11 b . - . ,'..�­­'­I .... ,­.I-1. 11�� * b .. CL - . I CI�y 0 � RIRUC �' HE r u ENGIN 'I JENT OR.- TO T - PLACEMOT Or , . , G %DEPAR I I � SURVEY. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATIONY THE I I.. . I LU '­ � b , I .. 1 ,7. . . . I I��, . , � I - , I . I r ..; I .Z,T 4 ; . V) b '9--- � - ,- �. � . b 11 . b : I . . ­ . . -1 I BASE, ­ I I ENGINEER CANNOT , . � . �. . . .I. �. . bb � . . CL 0 ..j r . .. . . . I I : . I . � " . OF THE INFORMATION. ; .....,� 1-1...--.1.1.1-1"'. .. . .. . 4 . . : . a . - . w, As- ­­­­.­ W." W . . . a I I � I . I .. 1 ' 1 I& ANY SU*RVEY MONUMENTS, WITRIN THE AREA OF CONSTRUCTIO - SHALL" BE I . . . I ,erw.".' 'OF 9'. �4 ...... b . < V*��_ , 11 I I b I � . . .. ._ . I . ' ? ; � . 1. ; ... 14, I I F- 1.I 1�.. I , . R , T BY A WOIST : . �,I I I VIL ENGINEE Rr;.��O,R ICENSED LAND SURVEY-OR M DRAIN) PRIOR '.1 . .1 . . . .: - " - ­ � . ESE . � .. . : �. �L�,�", -- . 2. CONTRACTOR SHALL INSTALL GRAVITY UTILITIES (SEWER AND STOR �rvolno o;am-�_ '. � . -_ I i; . .. :A, , Z , I. j PRESERVED OR ' . - - . , . I.. . . I . ,r . I 00_1 I %"Pr-A**1,.d*4,,ixr,**,0 jofivf 111111irrl .� , VA . I . . �U I . ­ I , - ­ .., j_r, . . . - --- ­-,---- I �- 0 . C) . � . . . . upf#,Pm.;q , . . � .,16;,;�*5:�if7l.�;WA.&V.W.,#�.0 - I . . � . I I . . - , -���,,r-�... '. 0 r,4�0,�Jfj,� ., . ; . . I .- ''.1 I I .� DAR . DRAWING #426 . AND AS. �; E p ,::swm�FwpAA_" t�u_qxn , : . ,IN: ,ACCORDANCE WITH �CITY S I A' , .. . ' , O' IRED BY STATE LAW TO INSTALLING OTHER UTILITIES. �� .1� ,-' 08,0'' . 'u; :" . , _ , 1. .i V11 - . 711;1;-'1i7N1'1`!1 1. I-­­� 11 z LAND SURVEYORS ACT AND .1U k. I s ON MAP ACT. - �� ".. � - IV,:# 6;isw ,,r,% . .. I I I 1. - .- I I I I I rl,��,*;,;-�01 . 1. ­I� �. . . . . . I I I . I . . '... . o ­-�o�,6 -t .W.'s .r I . * P: 06 I . � . I . r I. I . _______j� mt jolrif sim . 11.':" 1;:41n-W�,kmsa. Inifiall . w u . . . I .� . ' 3. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION AND TYPE OF � ,i6co'ni0h,I P, 'V�12 3x - . WE. ., _, . 01 zl!i 11r111$idl1 - , I . I _ . . 1. . . . . " * . , I . . I , ­ . .1 .. I b. I � .r r . -I � `e �01�� ,0 ,t 1, ""..!.04wt:%..,.,,- . . I STRUCTION WORK OUTSIDE OF TF - EXISTING UTILITIES BEFORE CONSTRUCTION. � tim 0060s:1416't thalh V1-0%.uIS4 1/1 �0.`*[P�0.�_tr tl .0 1�,.* V) 1 190 ALL GRADING OR -OTHER CO'N� ., IE' RIGHT-OF-WAY , `1 M�qi. 1, , ",� ", ! , "., .1 . . .­r , I I . � . I e , *.11.1...­ I I . �. � � . . f� i,.,,* n, 1,� ' 'I,! ' I . w .b. I I b .1.1 ..­­­.1.1 �_.;4 r .*01 I.40i o*r*14.'. I . . 1", - , . b I I�'T-O'�:�"J""6".4't"3'�r,i�;i�'lq,ol"k�iI Wl'.;=,",(.�:r r . D i . . . VoWd .r I . I , I .!c -A',-d�4w-f,#r,s,f,w. iq�C:w_ 0:. .. i�-, . . I S Pb .h� -0 , I "b.ION: � S JI 4� "'t I b+ . ?m a '0 t '�'�i o t;rwalu �, . . , ROM THE OFF-SITE . pp,__ ja to �"I%n""IW'0:� . I , - : . $HALL NOT BE PERMITTED WITHOUT WRITTEN PERMIS . 1.... 66,A-0i0f '14, qr" . ,� '' " ,, , t; - I. I I . �.% . I r I 1. I . �� ..I..�.... I I . . ; w 4� , 1, , "!4 b_foF 4% ­ W, I - , I . '; . I ..� - -s"I , ,* --*ib ib=r ,a .-b, . I . .. I ; . iv,ax � r I � I . . � 4 ,r , � b F- .r S' I'.. . ... . I ;-s.-I "- .04, w *4,-,, .: -1 00.1� . i .. . . . ! I I b I 1. . . . . . - =1i " " 414 . . � , ' . I � . I . , � . Votft,:4,100 I . I I ,,'....­ - ' ­4"Ov,i.m6*01.I. - z t; . . : - to 1,1 , `4,Xlf,Wri a . I I � I . . , ... r . .0 . '4 kt.0 " ,!flde-Opp 10" ;w I � b . . I :�l , : , - �1 rQ,�t `V I - irafflo fl�il . �. . *$ -1-...� =40t, I .. � .;- 77� 1�� * . . � .� ; . i .. . -V ' W _ f., - MUNITY . . .� . I chdsi�;ir `-'03. 00'r 'N' - .. �: z ! z - " ISSION FROM' TK CITY COM i 20. NO TREES SHALL, BE 'REMO ED .1". I , � . . . . .�� fhk E. i6sto". r I , , ­ I I .. . r X . � 1, . � . . . . r I i .. I ING' ACTIVIT � ' I . I - ." t - . '. : I . b .. . DT DEPARTMENTOWO RAD Y I A U SO"T NOT FIL.Lv EXCAVATE OR IN ANY T . . I ,. " ,; - I I .I I. b . :$.Q,ri.,Xf�po.M.,I lot, I . I . � I 0 `,'' I sdhdf%g,,tr-.,p.. , I I . . . , i I � 0 0..l.44-rA - : . WAY DISTURB THE GROUND, T'H 1..N 5 P, . . CONCRETE NOTES: . , .fr 4�t . �: ,prc#v . - - -to' +_" . . _ non.� fi.6 :ofvo.o .w . `­': . : I . ------------- , . . I "".1 � , . . -.; .11 . . b . . , .. I � . �,- "I ZiF�' ,oe=4- "17F u . -. ; , . . I � : : . . : � -_ 1�6'1 Orpo;�n.a0en Wt.%�Ilr �, ,. SO .,I � . W1 . I. galpa-Di"IL."_ '.m I . I I . : . A. . .. I " . . .-S THAT JR, ACCORDANCE TH G.E 'ERALLY ACCEPTED awAqLaE�A1L_L_$. . I ­ , ob: LD '> ,�R 21. THE, CONTRACTOR ACRE . - . _ , . . , W4Tr___1As_T6p . , . 1. CONCRETE CURBP GUTTERv AND SIDEWAL . I r . ­ I ..,,, I­ . , I , , � . , . , . , ., - , 1.b b­ r__j .�, look . � .I � T . V � I i .W,A,W, P�ANSIQ , " �_ " I , _. � I r R SHAL. ," . r � COLORED ACCORDING TO � t" , 2.,-ku� . ' " _E x . 'N' O' ' ' I 1. - - CONSTRUCTION PRACTICES THF CONTRACTO BE REQUIAED TO ASSU �, � R MA 10 U L I -,--- , ; � I , �, I .L r . I . . I'l . 11 11�. 10 I *--I I . � . .. � I .. r I , . . ,...% . . I . I �_ " 1T I 01 I . I I I -io . I. ,,r ' J'0 B ; ' . I b I . . . OR rE �gll ­ . 'E COURSE MANUFACTURER'S RECOMMENDATIONS WITH DAVIS COLORS - 'PEBBLE' #641v OR . . I PSIBILITY F T H CO� D OF THE SITE DURING TH ' . 2 !� .1. .� , ,'I .. I-A . O ., - r F_ �, 1.�V .. , ... .. . I I . ""' C)� , , . . � I I ' '46 ['"'IG-THI, I­,I I fl.. .. APPROVED EQUAL. . I . I f,-" 4;.� . I � ON 'FOR THIS Awt-Cf# �f I ­. . . r I $0 . , . i-,-tU ' E SAFETY .OF .ALL . .,... I . I ... I. �_ b �_' '* , I.. - b .1 I I . 11, I., U . . ,. 11 . I , I I , "miADE­ TO APPLYr I . I 0 , ';L L RE 'OONT �NUO $LY . .. -M ", 8 ' ' Ii' � .­ 11.1 � e PROPERTY, AND THAT THIS .REQ01K t�,Nl .H" I I . 1. +_ I . ­ . w . . . , ­ I . .. :.,C ,RAC '. R - -,:) f_ .. I � : � . .. .- , �­ � . . ." ... ,� . I ' ' T I -C' 'O"'N T'' . I . ,b r' � ,", 1. - - ' G H01 RSP ..H.` FURTH�"R AGREES 'AND NOT BE LIMITED TO 'NORMAL W"ORKIN . JO . . 3.11": �W, . . . .1 I '' - 0 w I . .SE . = I I .b . � (4, b . `1 . E P_R,0 . � . I�., b . ,1 1- 11 . . I 0 . I . � r.., .1. r . "­� ' AND T H E I b I " " ' I I b I �, . ,, � AND' HO 7 .­� "LE . 0 ' r I N TO DEFEND INDEMNIFY . ED HiMik _`-Ss I HE CITY OF AT A.SS ,'AbERO ,! I : , I A b . b ­ 'LIABILtTYv REAL I,R ' CLECED I N .1. , � . A , , . DESI A FROM MY AND AL ,. 'ECfr 1 -4 .". Y,10#ln". . w1_04af. . _­ � . . . .____ , I ,r, . I . . .1 . _ �: EXCEPT ING LIABILITY . " I 1� 11 - .. ­,� .. I . . I ' - ' .. .. TH Ij 0 � CONNECTION WITH THE KRFO 1TMANCE -Of WORK ON , , MONUMENT PRESERVATION NOTES: � - , ;01" I I :1, . __7 tr it,4e, . . -mq . DATE, b . . r - ' .., 0 �L. ,� . I I I . - .: t4.4e, 441pt ,Y�0�-Jqrmk�wd.A.f4 I .2 . GE NCE Or*,IHE4 DESIGN 'Pu�lFESSI NA . ; . . . 4 . .f. f, 10 Iff iW000rd 04.oul:�nqe_,-�� :i� ARISING FROM NEGLI . I I I w �_ 0'... "I�:I.: ..*-qv � �* b I I I . .1. . , Jh i� . , .. - ,_ . , :fqqfj.----A � " .11 - , ­..I . . ! T I'll. ,, , *� +,C,* * . I r I pp 04 , *6 �i �0* f, f* ..)*1�_of." : . , 1. .: - , , . � . I . ,�;, a,4.-a�,.ltQ�k: :,r .1'.�. .I. I .9­�'_\," r . I : - - . I ht: .. . t I,� . ,1: .V.. J� .1 . _ I , .�hl��,SZ & 1.,.� , �,* 2/18/:2009' ' i . �;--. , '. .� .. r. . . . i � '' .. I - , ­ 7.:._1 . , I . Im . . . AINTA-14� TWO- ,:��Y .TRAFFIC AT -ALL. TIMES. TRAFFIC : . I �....- � ...... ,­­, -,�.­� . .., .- . 1--, , ,;I 22. THE CO . . 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY I . - or1*90tatil 3�14,---�,,,:� .. I . . . ''. ,. I i.­­".. .1. ..,I-1 ­­r . ,., ,,I�- ,: . ­ . ,. '. . A.11 � I I I I . I, , I I �I 41..�. .. - ,; ,. .W,chaivO'l I . Ht. CURRENT CAL AL FOR � : I # :��*,*:0! irtort,4.-'t- I . .. I .." : ­'. i.` . . . I . W.ITH� T � FOR PROTECTING IN PLACE ALL EXISTING PROPERTY CORNER MONUMENTATION. ANY � 1: I r.. I i� ? . , erlq4i� 0 1..1..1�.. li.r-Sri4q�.twjaj-3�a. A . . . I ', w CONTROL SHALL BE IN ACCORDANCE . . -- . r I I �, - . . . �- . 1-1 , . .- : , - I , . . 'ANDBOOK. NO S . li I. . . _w. , �� TRAFFIC CONTROL AND WORK� AREA TRAFFIC e%�qNTROL H r. I MONUMENTATION WHICH IS DISTURBED OR REMOVED DURING CONSTRUCTION SHALL BE . - � . . s,"fdg*.6 k $-4: -11 ­ . V . .0 'AP' & RDH . : .: .. ..... � : . Orl.'01 O . S I . . I A, I I =I- � 1 . ---� :._� 4 1 I I SS' PREV0USLY ARR4NGED 'FOR AND .. , I ,%Q 1Q*+Q,J.`A, .0 I . - I . I . .- -ol- I r I 1 - I I . il 0" `� - .. �011n% I ., i* I i ­ :_ I . . . . : 'IrAl ! � 'N ha'44m,I I-�,4 b� I � -ALL A � I : - L,­�j . i Of 4 , . THE CITY ENGINEERING DEPARTMENT. '. : I �44_ , I . � iie,fq .ail - . 11 b . CONTRACTOR. I .-*-- . I I . , I I � � I . I . I I I 11 . t �� �,.l . -iso.,.40+,0 6, . . I �§hr - ,� . . I . . . . I . .. ..r ' . .. �. si*'fj6ta A:--,-_*: ......� I., . .... :qEs&L_i-j� . . . �., �_ t-3--2 I . I r I - . . , , - ,ES SHA LL 5F '�)ET -BY -A 'REGISTERED CIVIL ENGINEER . . "I . -,Nttl! RL I . TEM 23. CONSTRUCTION GRADE STAK . . I I , _.., . r !. ��­ KF, .. �S �, --_----_4o% ________ " I . . ... � I I . . -**04�I 0*1 .�;11" jWN'j p ANE : : : ;Aas,fo ,$ r ; : WALL-rr I ' A . ­ I � I I -D 'LAND" SURVEY0''k. REGISTERED "I . THE STATE OF tALIFORNIA.' . I I . I . , ...,� '­, , PIL,�A'f ' , . . r. . r I OR A LICENSE . . . . . I . i ., .�",:.I I . ,4L7151 . :. . I � I , . I _ , JOB NO. . . . .Wr.,4 'b , . I . I. .:�:� ,: I ; ,; q . b AN-ly , _ _. _r . � : . . ; I . . _--r--­� � ,--- . . I . . . . r , C L I . I ED BY THE STATE OF CALIFORNIA (CALTRANS) R/W NOTE: I . : r I I I � . . . � I 11 .b . b .. . ..� . . p I . :24. ANY DISTURBED MAIL BOXE,S. I�41!%L�'BE �F"FFLACED IN A MANNER' APPROV . � . I r . .. .r . 1 15750 : . . � ! .. 1'r I . . I . . I .1. I . ' I ' . I . '" -- 0 : 'NT. � . I . I . POSTMASTER AND THE,.CITY C MMUNITY I DEVf: 0,PMFN:T DEPARTME. : � 'ON . . . I z � . I I . . . I : . Sal M-0 . SPECIFICATI NO. . � � � . . I I i .. . FFECTING STATE RIGHT-OF-WAY IS SUBJECT [---. ­ r ___� .. . I I 1, r 1. ** I . . r . ' 1 ,r -OF-WAY OR A � '. , , I . � . I , b -003, . . . ATION I , " .. I .. . I 0:1.1 . �v:, - . .. E L E N ts yms . '40 I'V11's ' ".- 11 _" � I . '. .'GUR- I. 1. ALL WORK IN STATE RIGHT - 0 ' 1.0C M?0VJ?0019J1?4, 4j,.!)�� w . I p, I ' MARK:ING OBrS . A"' tolo�r-ftlry ,,,,,,, - .,-,-a ;-1�4i , . � �5. ANY EXISTING PAVEMENT STRIPING .AND i ,,�,`)R' , 'ER'"DURING ERMIT #0508 NMC . , , , I �pm,�o-,�ior!,Ti-,Y!!e 2009 b�, � ' ONDITIONS OF THE C V , .�-�d I . ': ­� I.: b I.. 1. ..I ­ .­ I 1.I . b .. , . . . I. - 1. I : : � 'Y, T HE CONTRACTOR. � . .1 j,L,.._ 'j, , ­ *1 144 "I ­­­­,­­­.... ,_ 3 L. ", 14 . '. _1. . I 'A , 1#011!1:111411A - - , " , .Jrq "p 0411 .. . 11 .. . - '010wql"� , � " " , , , , . CONSTRUCTION OF THE IMPROVEMENTS SHALL �r E R�P AGO 8 ._a;;� , !41=1Z '14tlb � , 44 I . I . 1 0691, AND ANY RIDERS OF THE PERMIT. awDa.-W-1 �. 40 r -1., .4,0WIP IfW.-�,=­,ugifi-,wp�ow tl�v-s"q"#,, 'm 0 rmArna'-w" , I . iifwdm� ". b I I , � SHEEtfi N." . z ' O 4, ",tf I .. , . 'A ' 00 � I . : r #I . ; . , - , .. . , - Pr � ­ I .. 5'..r 6' oil: - fl , .1, - ._I'. -P . . ., .11 � . . . I .. . - . '.ifil llmlll ae:11 1�, -1100 .. . .. . I : . ,. . r THESE' . . ;IT Y OF -A. T.t � ,, r . . 1.h, 'REVIAR . , - . b I w � , � . t�,.,: .. . ......r I . _ � .,.'' . I -0:obopte4w -,#, -1 -.., '04.1; ' _ 11 "T A . . . '11i * "porv , j+G C�wfl mvi-y.tfq�,. , . c""..5 1 ' c.crio:-wkjiv to -oln�kt I .'jq,�Ipl to I -ft ,� I. . . ...... 1, ,,,,1,j_,$, . � . . I . � I I b . I . . . I . I . I . b , ,. . r . � , 1A 1''.7 Nfr.0­�#M:j..r .I � - . P � . r, �;, I I .. �1. r I 1. FOR ',6 ��t VITH"ClTY I 6 1,01"t 11 , '6 -� C '" '_ C I r � AS.F-1-J-40, __A�NO_k R I LOU S -G I" "ov',vi�'fwm,%, . ti t."t,ti,,, ;Zt"*,;� ,� 0,4e, TATE E_�,OW E_�L -- � O�C I _, ` ,r", . - , _ DY T! 'AS'G,ADERO IS FOR THE ih '-p -oa - . .rt�e,t4.r �* � . �,�ro*�4e* , . LARS I k4 . ��, 2 ,. : ., "'. , R'OdEDUR�,S . lilmfni4 V102s" An , . I , , , . I I .0 ggi!'v1'i0uv, I . 1%4h� . . 11.I ..", . . I 11 -L�AN- r r r,, '' ., : . ­. I 11 I . . . . � I . � P ' tHECK IS NO " A I : . :,., ., ­I ., -0 " , ; ,: �'J 1, rV.1 r '' � I - jr ,, ,�,� ,"' T :, 6. � * I �r 100% - AN I , , . . , , , , ` 11 'm at, _m, ,�'.�A"' ' . . I ' _CU4i tertal,cootinuQU41:t)*h�nd'r*f9ilil4t�:00 f,ar�OW`f 0 - . I. I b s :b0bbiiR"A�,-K .HE' :7 D.`E Ir Hf- p, :bockffirm . . I . LIMITED PURPO'S�,OF REVIEW . , � . , OLICIE .. . . I 0 1 . I � O ' CALE. * . . " I . I : . . . I . .1 . b . I ,. , . P�_ :s� I. .... I...b ..1:1.1, :X",'� ... .1. I ..I %,; _�S, .' 'r � 1, -," C' `Y OF, T� ' I. .. GR '0,- T I , a , APPLICABLE CITY P - 4 � ,"UAl ".. ". 'Dr IE 1.1. . . 10, ,L t ..., . , . - OF"THE TE N. _ ,.". _ _ ..., . . . I ,TERMINATION � . i , 0 ,O .r ...,,,­­_ ­ ­ . . . ..�� ­" . . . I . . 1. -1111.111 I ­���....�...1.11-1 ...'...''....-.11.....1........­I�I I ..I I I b.­r..I........ .. .I ." . � ; . . .�I...I I—, .I.,I .11''r 111. .1.1 Ir. 1. _ , I 11, 1011 . _1 ., ,k.'..".. I I I , I ;Imf I i � I I �� . ­ , � I..I...I.....1. . ."..'. I -, , ' �. 1. ' .1 . .11 r 1-11.1 ..... -1.� .....-- - . __ 11 .1 � � i , 1. J, 'q - 1", , . I . r. . . � I T 4 .1.11, 11.1...''I I . r . � . I . . . . 11 .. � I .1 . I . . I I I . . I 0) :. � ' �, 0 *T#E-.'-S, E IMP"R"O . --sp-IN - , , " A! , ,: ,7. . �%K -D 'b ., T, 'ERE , .. .. 4E DESIGN EN( ,E - ,.' '%INEER . .F IMPROVEMENT& SUCH PLA' t, ' GES NOTF T. �.,1T,,fOR REL zEVE T1 3 �,,,.r ..,,,,,.I (%-moo , .. -1� ", , r i . 'F' I F I o , j,-S'I;,,,.,,N � .., . , �� AOCOOANC� WITH � I . �I-A)P : ;.;; . 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I 4 . � I __ . 6 ""i, �­ ��,.�,��"_ ,­"., 1� -1ww 4wfi��w-w.l , ImWlo-w, i-Ar", 01 6 1 . 19" - - 6 . . . # . . . ,,�,�.. ," ..1. , I .1, . .....� . .. I I I- ­1. , . . : .. I­ 71 4' � . 1 . � 6 . I . 4,6.* .#.',�,.. - SEE ATASCADERO , I . �.I .. I... ­ .. 1. ­ I . :,#m" . . . . 6 . . I , ING SAND . . . . . .. I .. . . . BEDDI . . .. I > ­ � ­ "' , , '_�;_. r. . '.. W. . t.� . . . . . I . ___�' I � ' I.' " . I .. - . . . - i; � ,, . . ­ . . -tlen''O.,11 I 11. I . I . '. .. .,I . I I � __ I , . � .�,� ' T'' ' " . . STD. PLAN NO. 418 u I . , .- �.l . . I . I . . : _____', , I . I 1. a I . .. . . . ��, . I . ,� . .. ---l- . - 12"WIDE GROOVED BORDER I AV, I In 1.11 Of . .. I I . � , I . I , pol . . ___L_ I ,,,, .-i . .. ,- I R r _L . I 11 . ..... "... .. . . . , . . I ... 0.� 0 16-_--1-I . .. ... ­ 7 . I .. -1 . I . 11, .1 I . I � � I 1111.1,41- I­I '­., I—I I..". 1 6 I 1. . CONCRETE PAVERS - - i , I -" ­ . ­ "..." . I. : . . All I . # ..*:B-C�;p "'.. : I ,cL - - � . . .. t . .. 4: .,., ._., 6._. , -- I ,.�� I .. I WITH 1/4"DEEP BY 1/4 . 1 � A '� � , CID*.,11'.131 :, I - . � . ! . � I . . . , :1 I � I . I � C: I I I , , 6 .. I I I . I I � -TURE ' - , $ . , 'i I , , " I ' *-1 .C '. . tTRUQ 11 /. ...&I"', - 6 ' - I , ; . , ,_c: ! .w,wP,A""q x. , "'. .I IaNd�, I . , -I .. '$7MU 07UR . �. % - I � .. ... .. I 1. I , .. . . .. '.. i WIDE TOOLED GROOVES. SEE DETAIL A' 1. �`b`- -­- b ) . r . #.. � . amik - , - J�, . . 4' MIN. ro . * ,D . . � ,F" ... 6. . 'K � ...­­l­­­­­­l.l. . ......... . . . -1 .... ...11.1.1-.... - .....I I­� :v, A, - .4 1 . ! .�l ..�w I . 64 ,F!L� I 11 I I . 1,'-�,�ll,��511-�l-l�--"-,.�.�',�,�-�,�"-�,�-��---,�: �,�,,�,,�,-�,��-,���A--,��ll,�"-v- ,_w'�' �­I­'11. I ! � � of ; . It 6 .. , 6"MIN. CLASS Il BASE �! .. . I . . . 11 � . .� , ''. I . I . 11 I, 1,� -.6.­ .. : . . . . Pl/,. I I � 6 . 1: .� . . .: : I . . .. 6 . . 1: :- - \11 ��91-1' : .; .� 6 �: : I . I �"e. . .1 I .. !, � . . . .1, 'FF . " � IV - 11 I . - . . . . 'W 'I 0 IQ ,.,,,S-p".-.-� I . . . . I I * 6 PAVERS. SEE NOTE 1. A Ti', 4,1' �Po . 1 . , - v ; ­ �, I ­ ,..,. ­ ­ .. I. ..� . I . . . � I ... . lffiE_c, . I. .A,.C.__Qa L--3,. A 1; I. ... ,�� 11 .. . . , I I . .1 .I , 6 . - _- - , : 6.1 6, � . . . I . ­ I. , ' . . , ,. I, � I I 1: I: . I . I ,,,..� I, 7'' Id.-,., - lel* .: . . I , �l ­ . I I . � I : , . . I o". a I . - ...I .1 �. � 6 % . - ST NNICE' .14 - � 11 I :� I . . I I . ,::_�fo . i � . . �. -: � .1. IA .c. � I k-ol> - . . I ;;0" ' '.. - � : . .1 . q I It";,, � * .. ­ b-A - -, . � I ... I I I I ITA,PEA ., At .I . .0,.,i::,.:� , v . . . , , � I . I a I 1 6 I- . *..M.-�_~mm �.�_!� _� .< ,.. '-- 70 " .> ! . . . . I . . � . ­ I I . . 66 .1, 1. . It ., > ... � . . , I . PLAN ,, .rl�",�. ..I . %_' . .� ...�_��i I . .I 1:­...... : -.� ,._ : c- I . .. 1, .. . . w - 6 I , _". . �� , .: , 4. : . � . ­. cq -" . . I ; I:�i: . . . . . . I I . ) 12.1'.6 :i . 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SID E CLASS 2 CONCRETE; A MINIMUM OF 4 1 "C' %, . 0 Ftw. : I I ,1� . I . . .� . ,T-S . I'll . I I -11....­_ ..... --.l... �";.�;6 1 .. "" .­­­.....1.1-11....i, __l_­___l_. 6 0�, . I � . " , I .- .i, �,� ,,1. . .1 i . 41 :; ") -X,'l : ,00";-f"k',) : I 'C7,71-1 cl 6 ., , . . ­ . :41 0.� cl,, Dim . . � 1: � I '.C., . - . � I � � �!, I I .� � - I .. I I . I . I., 1. . 0 . . I I ; - - � . I ., I . . 1; 1:16 11 11 : . � - . � . . - , . �; j � : .X . : I I . 0 i,. 1. .':.. ,..v 9 . . . AD. . ", , ':4) , " �,4's �. � 10.J �... 01 ..: . I . -, I . ,I . 1� , .� . 1, . _1 � ­ .-'l. I � ... . 0. I 11: I . 61 1/4 1 106i � X70104f AM �N�_ I UNDER THE SIDEWAL Ai 1 ., :1 6 � I , , . . I .. .F.-i-i- F.; ll�l '�� __�� 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4"'IN DEPTH AND . . I I.. 1 . - - 1 1 � .. . , �g ==:= I _-, . d . SH"I .,�-P�Acw - 11 . �' , .. � -/4" R: 1, \.3 I.1� AT 7T,�0.11ERVA.M., COMPACTED TO A MINIMUM OF 90% MAXIMUM. DENSITY SHALL BE PLACED . � . x .). I 1 04 1. . . .. . . ,. ". I 1, - , ADE---;7 . .. , �. 1. . , . , 10 ll� : . '' .; � .' 'I 6 ,� _ .: 1� I I .i , .�, , . . 1;'l - - 't .., 1'1�11m� 101109 : .., .. . 1 6 6 . I . . . I . 11 - -, .) o . . '16:.6 � .( I. 3 . �... -0 . . .. .. 6 URSP� , -� Rlis MD . il �0 1 - . A �lp i 112 ...11 ­­ I­�_______ I , � . . . I.. , '*llQ.F'b.m7.vE­+ PROFILE ; I THAN 70. . I .&� ­ �.­. � 1: ­ . I .m. % I .,� ".. ­ � I X . . , . , - ,4I . I ,. tm�4 . . �! ,: ,, 1114 I. . .. ­ . _;- _... I I I . . � . 11 I . . .. I 11.1 i .... I . � .. I � 11 I ­­­.41,�m; 3. 1/2 "EXPANSION JOINTS SHALL BE PLACED AT ALLCURB P . .11 I . ':�� ..''. .c . .'r . L .1 1415.15 � t-0-1 : . _ " 11 I WAY WRE b�s'. ' . . ' ' �S , now j 1 .1.4 . . . . : . . �­;"...".". ' , 1, . . . - ..., .. 4' MIN. lil`.15'. ."2`,2'..I 0�1 _ .�1. ' ' I ,., 111 1 .111-6-1 1 1. 6-11.... ­­­: . ...., ­­ 1.'' -, 6''' ' ''I­ . I �� I ') " y_--. ,�" R . J� I ALS,� ,RVALS OF 40-60' TO ALLOW MATCHING . , i 11 � I I I IV" : ! 11, -.1 .,"". 0 1/ ,'Ab* �.,lhe INTV.tV �- - DRIVEWAYS AND AT VARYING, INTE I : �; -:. I . , ll�lw I 1 ,6 1 1 .., : . . 0 1 . . , . . - -, *,A,%�2u, , ,=�V,,i,8,rr I . _;�a 1 1_�21, � .-2-;,4--'7. .---q-'.-., `7T, ,W. E , 1.1;, . I, �. 1-3/41 ..­­ 'RM0 I - V) I . ,.� .:- . 1 I - 6 EX _ON VARIES . SIDEWALK LANDING "SMOOTHP lq . 180" I- OF JOINTS ADJACENT EXISTING IMPROVEMENTS. 1/2 "X 18 1 :o I I . I e�, 1.6 1, - 6 . . I—— 10 . � . � I .-�_I- I .. I 1* I ` . - - - BE PLACED THROUGH EXPANSION JOINTS. I =_�kwmt!_���lz=vl4%9w=4._..l; . r__ 0 ", I - J0101S VARY ..... .. .I , ` I ,� u u : . LO .;. . 1. I— , ." ':.,: �`71� .To "a % I � .: I . p �.... . : ,, ,-�,,( . . :3 . / , . 1. I 11 , _1- 2 I �.,,":i , 7 T I-, I T 0 1 114, . , SHALL, A .. I . , , ___­�_ 1.,1, . . GREASED DOWELS 244"O.C. TO 1 ,x ar,m� � .*" 11 .. . 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A i ..__,_,.. I v.- I . .. � . I I ' 'kf,.l.LL . 19-3 06'5TATE SS T A� `S4 I PAVING, 18"MINIMUM' FROM GUTTERP 8"THICK (LOCAL) AND 121 THICK I I .. I­ . . I. , ... I. 1� . . ­ :4 , �.TRUCTVAR- OAC �& SECT)ON L b .NDARD SPEC I . . I ­ , , I. I 1. . ,..,'.,� " , 1;: ,�, �-I , �.w . I le . I , w. I 110'. ­ ­­ , v' 'o"�"v" - u -,-h -­,.ie­.,a,-m,.-.v,, 11-1 - - A er-..v­.4,. -s::,,j�,n I . I . - t.,,-avv-�told ' .. 111".- -, I , , . ,.;72 � . . . . . ­ I 6"'MIN. CLASS II BASE ENT IS P I ita.**-f'.: :., , , I CC PAVING AT GUTTER LIP. IF 'a w-ho�bi p�) -t, . . (COLLECTORr ARTERIAL). IF PAVEM 'L I 'I, n .. ,.3*',',:; , . . I . . . I- I �� . .. ­ - I I . . . '' , . 0 1, 4 ., . , . 1� . L � '" ­ . 1- EXISTING PCC PAVEMENT HAS AN AC CA UT AND I . m' 0-:1 ' . - - , �u " - :) , I I 111, i. ., ..: f;-,� -1 I ..le, (4 4T . WCR . � P, SAWC I 14," Ell.,q� .."f.b..,";rlaea*.'. _r,rej 1­cp,.I.�-.,-,� "O'. .....-,-n. .." ,,,- - -r.-,f-,I: -...,,,,,.,. , -, -a ING MM= - I . . 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I.- I I . - I I . A I in. H s- NOTED 'ON, THE PLANS, I W U , � hj . � .I � I IJ I :- p . . � I I 'P�N LT'HE PL I I . , . - __T�- I � . 1- Z) L - - I % -IF li'll- . t . - . -1 . . . . I . . v-,7 1 , LL . -1, t 40.- - I - I � L 1 -6,),ft, V) - ; - L "I I . 1:1 , � - ­x � � j 1;-t 4 , I- 1 --- L I � , . r �.J­-I I,- , . . � , -84 UREI SCORING UNE I . I 10" __rl --- 4 , L : W =;-I i NOTE4 , IS�L a . I t Ir - , . I I 11 . [ I I . .. . �l I - _040-6%��__ --m-pi . ­_4 . -.� . � , E '' .""L' ' . .:� L . , -11" I . _ � . .1. . .. - I . . .. I i 'THE '40 ' E .'341 -R TH C4 __ . -­--�_ � ._ : .. .�. , I 00. I A ?a� - .' AN�'IJE-.. IN MOREVIS' INT-ek, T.b.' BY THE OE ,0LINE -,OF, 0.",'ECT.1614 PIPE . 1 I I ­ .1 i �_, I . .. I 1__�lq__w 1 - � . . I 1. . .. I . . T."L '"`."T�t 1 '%If `NEC I !A"?- . I � . 1. � I .. . . . � PLAN I .H __,H''B,A Z, �_ . L - .1. I I I I . �­ � . L . -7 , . AND. ., E L:" TO WHKH THE :PON --..,,TO - POPE' ($: AcTtAlP,H9D I , � . . .. 4 WALL T C . . IR .. ��,,: . -_ I . I . . GUTV,ER 'FLOW LINE SEC7ON A-A . . ? I I __�_-_'_71__ .1 1 �:I' in . ,.,--,- .1. L I .� : . I I c/) I . 1 �4 �.o ' . . *LESS: OTHER,WISE,-SF."ECIFIER, . .TOR �PIPES- A'S 04010ATTeo. ON TNE PLANS., UN I .. ' I I I �L , '' � ,ACE CONN . I .. L . . _3� . . � . 5. 'PIL . � . I I I 1 ,, , � - I ,V 1 1 . I ­ � , . THE '-CONNe�CTOR PIPIF SHALL IS.tL00A:tEQ AT ' _?� I I . � Z' � __l',-1 I . I i & I -------- _-1 M) 'MR I ! 010W.L (T.�01 -E, 00 .4 -AM ENID' :'0117 THE BASIN*,, . - ___ . I __ I .1 H� t +L. t, L " I �_ .. 4,s- $I .. )IM"ll.- TH w E�" ' *' ; ".'' , I : , - � VH1 I I I— 0,ONN E,3ZT0 Hol �AT ;S CORNER THE jC L c, ,'Ir' T_ F- -IPE' WALL .. . ' _. . I . I .v _,_­� I ­- � . . � - , , , 11 1 . - "TEALI'04 6 TH, . . -1--. L , 1/4 - l___L , -N ' ' .' 0 0: _L I I .j I . - .C.'' w.: , . ...� .,Kt: T ft_ �-­ A P,i0t, - -- I I .. E - p . I . I . I -L. , "'_t _R * ' p -AY 0 ANQ TMM'MLDi ' �-AT A. - u ., . . ; I : I . TH .4 " , # ,E 'CUT 'i' '"' � . . 9`-O�' OR LESS 6" !a" .. :INTERSECT ' .1 E :INS 0 -.74�� -NE, QF­THE '0AVN. T * .11�ok m . . , ' .' . - I I . . . DOWEL DETAI , 1, ,, AQN''j- 3. , PIPE e OMENT 'UND' *T'HIN . .. .! 0 I I I .. � ", 1� I , , ­_� . , B oml � It .1 le i'l.:3 t . - 7 ' Lrb.,n ml:A^%I�. S . :w . 0 1 , _ ,R*mu- =A . . I .,5 -� .,A ' -U V N:IU "OF SM. 0 ) t , . I I . I rm.. -�.:f7vv, �i . . , .r. (.> IN 01�' KQ BF� - , . le , , zi.pt:w �-t 8 A I -ALL. AR.0 � - .' T. . , PLAN I PLAN . .% I I I . . ;.... -I . I to r.bil 81p 1/40�RAOIUS 6% 1/4" RADIUS , Y :,� INS ,..E MINIM Nq i I � , %0 z � , , , . I � 8 I TO' 2 0 . . BASIN Vrdm, Avlw. ? , .,. , 'M b 0 - , Ell I . . I . .�W_ . . Do` . . I I I ____"­_ , .. CONN 0 , . ,.j .. 'L I I -_ -_ ?, I I .". �__��.. -�: �x lea o- I ­_I- . � .. SHALL BE i ' . .-, - , - . I L L - I I I__Z�� : ALL-AR-PUNP, ADJACIENT TO PIPE ENDS- i.` MONOL17HO'CATCH BASIN , ': . Q. .q , . I . 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NL L-11 14,6N.,S . � .. . .R'�il'" '" ..... ­ ..&_ ­T H IC--, CATCH ISA'sm: RORNEc"TicAs. mWy' .0i ,- _," . 13 - I - ­ . .1 . '---q-- I . 3 t 4 ' 1 TYP, CURB FACE . 112-" A a I 8 to O.C. R I FORCEMENT ,RE . U T"%; . � " ,E 0 . .. . L......I., 1- I 1. ­ -1 ! ,I .. 12" L . .1/4 5-1/2m L I -lmvmw�, I -.L___ . I.. . I I � .I 0`1 '"-0 15N T i ' T I . 0 1- . A_� . �, RADIV.. :.. . I . ­. .1 I I . I L I., -_ TOP OF C VR0 ­- _ I I - I CUTTING $TANDARD" LENO HS- OVPIPE, w I __ I . _...__ ., - ov-.­- �;­ 1. � �l� ..___��. . j -1 .1 ­ 1, . . I . I . ,^If- � i t ck 1!4 . 1 $�. ,5.��M * ".I$ 5 _OT __3 . REOUIRE .p '.L , ...L O','' , ' ' T ",N ._' 'SL I I _�,�,�_114' .11 . . ..1. ... N-1 I . .F .. I ­­_'__'w_.i_LL ­ ­ I . .H, W­N_�L �I.r'� I ;611PP , = . � � �'Vo A ... ,H Vi ' T ,. 0 Pil , - .. ,;fE� C , 'K ,._, pl:P INTE'Rf ..-E-S- W, IK THE ' '' . .. MAX MAX I ' '''S, SHALL Bt L-00AT _ON , u � ;­­- ­�I­_.11 ". I .. - � RON T2 .� ___ - I �R_bw f . ' ­;�,',''�;;­ -7,-­�;.�%ITI,'�-­­l ...�� I w . , THEY SHALL BE l_0;GAltD-'AT 7H "' -ENTERLIK. . * -$TEP$ SHALL � . - .0 � A .1 - .Rim � " R'ADIU v Ml 'END ' 1c., ,"`U � I I l,­',AF; PRbAl' -0l 'RlW_ - I I C�4 2�_ji' . I I I PH ,. I �-"�' gOEP OF 'THE 0 WIN STR, 'AM' 'END WA I - - . � 00TT .10 � I SON t� .. m . :%-. 7-. 1 .1� ;:;�';��1,­��l ______ _ . ,� . I . . . "I Al __ I .I 1�1.1, - . .11 . . .1 ; I.z I .; I low u E " R � � - . . I. I ; . i i ...-1. L I "I L ag 1:15 mwm (,7, . . 4 : I , I I . . - 1 I . m vm- . ­.. . .. . . . . I �. J_­_�w . . 1 . I . . , I.I. - m. ( � - .1 I 0 I . F C�,, AN LE 6N-,CH----F- I I� : . I I 1 .0,� , " . I - I u . . ­ I I I I ­ . (6,�)L: c MANH, , I No �P-R ijrm_ . All I $TV$, SHALL _ T - '' . ai m_, � . I Ill .1%. .�� . __�... ...., .L' . . , . . � ­ - . I . . . . I . I . . . 1 % . , t- ` 1-ye &V, 60f�InN 0011-11 - I lio m (3,�6,.j 2A m (0) i50 mm (6*) i',Sfl '" . . L . � . ,DATE;'' �' . . .­� 4 , .. .. .. I . I .0 - `-11r E*ANSION JUNI . NOTEi FRAMF SHALL 11.1 NOTE:GRATE9 TO BE BIC'll-CE PROOF A.C. ERM TS. to, , A 7, DOWnS APE 'R'1500100: AT 9ACK 4ORNER. AND AT 2, m (71 ON CEN'TER (MAXIMUM); AL , ..E. . � ... I . LA I . . I . I I I . ONO TH . L . . 1. I , A , I i. . I . . ­ , (12-0) 2bb , 11 , .t, . . . . - I . , �, �il. V , . BE DIPPFD OR PER STATe. tTD. PLAN p77-B 1,0 m 3 1 . . wo') goo mm .(�. f 'LL. 11 - . . I ADA I . .. .( �51 3.0,m, -- I.. ...-- :0 _� . . 0 Ad'KWA - I I 2/18/20LOg: .. . j - I I I I I L UVA PAINTED IN DETAIL "B" ONLY I I . I . .1 . I L� I . . I So.MM.(OA) I: 0 . I . - . I . " . I I - COMM59CIAL QUAL(TY ZO'M*�7') I-it "� (W), 140 m m. (01�� . . ,8. THE 1FOLL"NO SOPV4 ANE']Ni�ORPOkATW, HEREIN; 8 I . . I . .., ,kSPHALTUM PAINT. a . . o') � ILI . . I � DRAWNBY, . I . . .. . � /zw DROP SLOPE: 2- G')�'C' CUR I zo m�(7`) 4.p !r�;(42') 200 T_(ei") 200mm (6 ­­­ I 1 36a, MONOLITH10- 0AT04 GA%K CON ION - � L �.n . . I - 1. _ ,_ � WrECT' . F o ' , - . . � � .. I I -11 . �,, I. .; (W.) A, 1. 0 ' tC',- 00 ,troplc_,DJAN�llt ­ . 1 3 A/2"x 1 . . .1, I I . I , - 11 11 1 . � iR :13 1 li , IN REW . I I ,­� ;,:, ..,. . , I . I . � 3" MIN. . i5d mm (421 1,40 mm . ,.R E 310, . , * , , 'P . SAP & R'DH _' � . -SAME'AS. SIDEWALK L -__.___ -1-.1 - . 1-1 I 4.0 en (14!) i.�m-.(LV-) . .I ,Alt, Xz.�L, SLY AND f*'R TECTION AA'v . ...­­ I I I...- �. .. I.1 "I I : I I DETAIL "8"",�- :-4 -- .. . . . . .. I ­... - . CATCH SA81N PACE, 'Pt- - m 6' � I . . I . 1. I ­ 1 . . L --f- ... I . I _1 I .. . �I ­ _41 . ' - I CHECKED BY.- . I . "HO ANO' i OVE_ I . . � . - _. ' ' 6.ASIN'�MAN ,L.E' FRAME .."t Q R (11 - CAT'CH I 61 .. . �j.1 t -_____ L...........�... ­­­­...-- 'e.� I-,,,, ($1.) 150 mm %") 200,mm (0") I ,, I ' - _____­______I.. . 1 , 2 4 m .w 0 "31 L � . I . __�- �%.I­ ", . I . , . . I .", i�. I �I - _; 1/200 � It�� _ I_*� ..or .�' . ' 'I..,� � ,, r I t'. � . I .0 - -_ ­ . - ;, 1. e .1, - 4.,0 rn .(I 4q;.31 6 m (f V.), 200:mm is") 25.0.1 0� F, - I I ...L I I I i L . . .. .I I , . . I , I t I ,I , � �!: * � ' T Ep p I I 1 4 V i % . N.. So ,M- 1 ,.�,$T',. ­I �k_ ___1_____ I I L. I - - - I ". - . 11 'OLYPROP'Y -ENE 'LAsfic 911:0: - I � �&_ - �w _. . 17 LI'P - . ,;-;e. . I .. , . ­­ 00" I L I . Z ' : I 1, � , : � , It 14 1, . . I of'R I . . . . � � ,�.. .. ."'--.,-� I , '.."�-,, . 1.2 mj�v): . . I .1 . I �f .. FOR' VSE WTH : 7�� . I �., isamm ,(O" 156ttim (W)' � . I . � I I . . ''. I I � - . 1 � . in " e.9 . . . . ��J 24" NOE 'GRATE (n . - ..��..... � ^ . A ., ill I I . JOB NO. I . .�(s") 100 r1i (8" C, I I . 1. s i . � '. . -I,-,-,- I 11 156;mm . I. �r_ � ��,00 . . . t . . -28' , - - V-11 5/8-) "I',",",.....,,, ­­--vl�� tw m:01 .. , .. ., . i . I *0 220---- ; . a 1 2 (2+ . - -_ It' ' IT' . �� . . . . . . - . I i . ("j. 3 . . �� . . , .. L I . 11 I . 0 EXPANSION i . . .1 I ; . . . I I I . . 11 . .,v ". I- ___'.._m,lN.­ L fi,�., 2 4 M (0) 200;re'rh 181 2DO Mm (80 'm I I � . Ill" 01 0 ---,-.-----'-- I . . .. 15750, " . I .�� ". . ...-7-1pr, I I ,Nw - -11- I . . . . . . . . ,� ,� ,� I (3 ,� .....I . , I . ,� JOINT f I . w 111. --o .. " . " I *lu . . . .I.. . . .. . I . .� I .01' '� U. L. . I rr" . i � ig jo �_ � I . . . I . . , � 11 7 1 0 mm (1 e ! f, Z,VX�3"xl/9,/ 't E L' " m''(.1,0 ­­. , . SPECIFICATION' NO. ; it . ti � , WIN, ITION LPLAU as ,��, .I N I �.. 0 . . . �Lw, Is 0 0 ' .1-- � ... .:. ... � I I . I �I � 1. I . . ; z - ��­ ' PIPE$ TH I . .. �­ - � I . � . . I - . .: . . . . . . . . - . 11 .-"L---'Lj I � � � � � .E BACK OF I AT ARE UNABLE TO ATTAIN 3" MIN, 15 rn (.121 200 s"M (8' � I - . . . I I . . L � ��� - M NOTE - I . . 00 0 M. . v . a A .. ; . 5 95 ; ': :0 3 1 1 21 ' I I . .r-N OEWALk T 0 QU ' I - ,3Z2 . _ � CLEARANCE FROM'INSIDE BOX WAL : , .m (2w) 11,2'm.141 PLANS ... I . . 1 . . I - 0 .. . 1,I I..... ..:­­I.,'' -l. � I,— -, ­�_­__ ,Fl* -W ;�,s i V> Zlti. m (I 2)Vklil > r 1E. . ..� .. __ 1.- ,--- -_ . ,�� . li ', . I_ L-.---- ­­ ­ 1- -_. ., .. Pw I z .--1-1 . . .. ­ . � . . 40 1. il.�. . ' ... I . I . SEU� I A .- . .. C 'L ,, � I . . 1. - %-, !" . DESIGN APPROVED SY THE, CITY ENMNEER, ,,,, . I I . . .. . , . .welo JVJJZ��, F�� L . I, �­ � " - . -S-7 o 1. .. . . . . I - ' '. I I � . I I . . I I I . S.-TANOAR0 PLANS-, :IrO,R PUBLIC WOR .., .LO. RUCTION 11 1. . . . . ­ ..". . . . . , . � .. I . I SHE T �NG. . . . I . I - I ., ,l K�',.S .N.,: . . . � �­­­�IL . ----________­- I ,_.-!,LjL .j.'�41­ ­­ .. - -- I .. . 1. . ­ . ­ -_ ,, - . ., , . - . I . . I . . . I I . L ---­ . .1'. � mim sm­ I _.-_ .. I 11 . . .. . .. . :1 - . . � _ I . L � I I I. - L ­ � ,. .. - I 1. . I I , )�_RLAW I 'STR :.. ,., 1 . "''. � . I I.". . i . . 1 . . ",� . 1W.0yi.-____ , ­ .. . I . -- I . . . . . _____ I _. __ __ - - -L 11 .,- .� - ., ., I WNW ..� I . ., .- . . . " I- �I 1.- - �_ le; 1,- I . - WA 4 P O'. mlim- . . 1 . - .. 'N 'OR 18L C -WORK bN U.C110N, . . 4N , . 'K . . �l -- - ____ ... .k . I - .�I p%­...I ' . � , CITY OF ATASCADERO . t . L . ' STANDARD. ftk.,S.� F ., PU f S C , I livw . I . . m QR A I I Q- l'_'L I" I " DRAWNO N6, . W"Aaw,fly*40 �p .. I ..I .1 . . ,L . .�..�L 1. .I I .", . .1 ----------I----------- . . I . I . . ... . I ' . ­­­..., ... 1-. I .1. .F.. . . ft, � . . . . ;'-L­�,..,"' . I. . '. *i''L'' I . � . ;, I . I I I I I I . . - -­-----_ - -_- 'R :. . . . , . , 11 'Li.. I I ­­­ �- -, ____- I . . PU4140"woros . . : . . I I . A.I.. . L L ' , � .. . . I_ _ .i - I . : - . OTWARK".14i� . - H . . .1 L I . T I b P,, 4 l-lT,AS,.0AD!E NO. R.A.L.. C14,01NE: IN(; DEPARTMENT . L I , :` .,,, , DRAVAN0 . . 9 .__ ---------- I I . I F ii ; wawo�*f-owime 'CURB OPENING CAT BASIN :2 . I lai* ­ I . 1 . - . 1. - I 919���A"" �, . ­ L 4. 1�I,! .. F :. . . .. I EV*0'70 a I . - a . -E:151(;N ft�i I I I..-,,,.,I W0" ;,_,__,_____.. . :­­ .1 11-1. ­ %:� I . . L' . . I � L , , ... ' ' . .. I . . . l2j" � . . . ., S,Jox- , . ...." - I.—... 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SCORE,JOINT SPACING TO BE EQUAL BETWEEN:TREE GRATES 1. NOTHING EA1'TN ELI," wpm I A NO,. DESCRIPTION .: ..,. ., .,�,.:..."....,.. ...,.,.,. ..... ,. ..:. .. 1 [ . , 11 M0N L&T LS 903 2r37�,051r 1� �,7B�,78�d64; 8?1. �� 11 . . . 1 714 1 ON CALTRANS PK 2,373,? r75 -,7%t 485.76 8 . • a• • , . 4 ; • , a °, , a : ' .4 4 . 17 MON 2IN BO . 2It3 15 313o.J3 "8.IF .IF ?!a 8?;Jr?8 ° °`, ' a p,• a 4 CONCRETE PAVING-SIDEWALK N B 2- P37511!622.9 9 8,?$ 2 „8U 0 »3 ° TREE TRUNK ' a• r, s ch ,. a. '4 a' o p... MO 21N '�. to a �,' 4•. U . '4•• . . ° o , Q . -�' Q ' .� • • , a .° . ' :4a' ' 4. ap , ° ' 'a • CENTERED IN TREE rr tt °� QJ}( p 4 4 4. 8 X 5T SOLDIER,BAND SET PK 2,3?a,BI $3 5 7$. $$ »75 $�' r 4 .' •, R' ra ° 'k y . . 4 • . .. p 4 .. Q GRATE Q F � Q . a • 4m. ' ' . , r 1 25 MON L T 9 1 . .?1 a 787,431r 8 5 I I -4• 4.. 4 a Ott 8 x� rt & °x 5 "PAVER PATTERN RC14994 2,3?4,4' 9 4, a b'' ' -4, ;A . .t' , . c.. 4' . a a a 4 0 2 31 M0N CALTR:AN`S PK 2n3,?3,530r 5,76$�S?3.18 $ 1.'70 „ Q 4,, a ° ®, Q 4 CONCRETE LAYOUT GRID PARALLEL TO CURB LINE. Zp "` .'4 p 4n.,4 a . . o ,p' .4 ,a m: .p' a.. SIDEWALK PAVING, 32 F 2 2,:371 . 7,79 0 0 ,7 •3n03�-22 90�9r26 I (� � p. - A: d .® �; m MON HPGN V 077 1. ""' ° 4 6 4 • p O p Q p 4 BEE DETAILS ty-11 CITY i .4. a :A°, 4 4 a p Q , a A ..d QUA 51 tt! . . Uj a 4, A Q t, .. • , .• 4 ..p. `F z HALL D a » a ° sp . �, 4 , I. . ' . A •' a Q CONCRETE PAVERS, SEE '-4" MIN, uw m PATTERN ,' �` W 4 . 4 4' a Q p �A' V >, '_ p .� 4 N 'a , c Qa . ,• • m LAYOUT DETAIL FOR "��` �' `yy ;Kc � Vj �: '0 JL . ,a .� ,a. p,• , 4 - '" p. Q. .a ..o. .. ,. . 's' 4• , � "" W .,I:w �G... tJ l ,a m , ° 4• °• m ° 4 .a p a MATERIAL 4 p C� p�`1L N t 0 `�" 0 C a 4: . •. . a• ° a ' DESCRIPTION � `f' �'`N tir t- V-- Uj P-4 E O Us : • :- : ,4 ; : a • m D �p 1 a °Q �' 6 CONCRETE CUR SE CIVIL PLANS a Q : 5 F, A Q Q, 4 ►� ° • b ,p ., a' 4 p g Q ¢ tr B EC • 0 4 4 p 4. ° . m Uj . - • , .. � O 2�- ry, . .. a . . ', ,, . .4 ,° L CAC�1CP14 EAL 25 31 a ° ' `.' �. •' '�, 4' •a •• 6' k - ' • Q• . AQ ..m A �It Q i 1t31 •,..'•w." ' I'. I... 8 NOTES: " 4 MBLED ROMAN GfJLOR <t 1. I [ [ 1,/ 1. PAVER TYPE. SHALL BE A{RVOL BLOCK INGe TU "� •4. BROWN CHARCOAL BLEND. INSTALL PER MANUFACTURERS � �, . Q, .. t N .. a1- 4 SPECIFICATIONS. rt 2 � . 1'1 I St' ;� ;.:� ��� -"'rir 4 2 PAVERS iN PEDES IAN AREAS SHALL BE 60 MM V•m. . ; +I' , . . X. ,, , . ,< ii.' 4 NP10 ° . : r t� $ ° ,, a m o. .4 " 1- ;.l. 'p., A".,...- j'.jy 6 6 4 ° U Y ..r,Y 1w1�V I� OL t.1.'• (,� . ©. ' 3 PAVERS VEHICULAR AREAS SMALL BE 80 MM IN c9 {PNQ StAI;E Cy' w .i r. .. �� TREE GRATE, SEE FLANS AND DETAILS 4 PAVER PATTERN SHALL B ER ER MIX LAYOUT , .. 6 CONCRETE CURB, 1. E a "X ,, PAVER&5 "x " PAVER SEE CIVIL PLANS 'ILI .T'REE GRATE FRAME, SEE DETAIL GRiD PATTERN AS DETAILED. `: F 15ii4?t$, , +i s i►1 t ;.: r�i: . . Cr'C1.ONCRETE CURB EDGE RESTRAINT . . It L I A CO • T PA . I PAS `, C3NCRETE PA�d'ER SAND PATTERN sEc`CiCJN In 0 a p . . . ,. SECTION r� NTS tl� NTS 2 V_ tl 7_ i = X. . . .. tv g 1 2 3 4 5 5 1 8 9 4 131. ' . v.. .. ism "Am ;Ni....• ro. •.wr.Nr. 11 : 't 0 15" .fit C . 111. �, .� _U 4) . 19, .........1..1.11.,....,-.,. --. - :11:11;1111....... A ! is tett t±1t YAli,. utl J MEMO,_ " 'a VARIES ° ' . , . 2 ......,c.. °. - ..,..... .... .. �•�••�- • CEN xfi vjll$!>^'8• / . .• •. .. " ._. 1111. .. ... . . .. •. •�, o .. .. .. n •• 4o I I . . • VARIES » . •k.. ".�,..>a •a'a e -a,k......N a......N.�r+.r..&«�.k...*! ' in 1.p ' Q p r M 42 °. a 1 11 1 �" Imt : ' ,, a. . $�"X 5 "SOLDIER BAND .":_ U r . 4 At l T§ 9 Q • - 4. A - :: "y r 1 1 11,, In i AIRVOL BLOCK I PATTERN ° ' ( ) NCRETE BA RN UP AT SIDES TO 2 .. . . Q . 4 CO ND, SEE DETAILS d 75% ROMAN I -8111 X ,` I .1 EXISTING ASPHALT PAVEM NT -TU 5 _. 1 E ! GEOTEXTILE'" tl a �,/ (�(') �("�" :'� kF'�.. � :, . CROSSWALK FLASHERS TYR, SEE DETAILS & AS SHOWN ��'_ '`` : '� O `� 25% ROMAN 1:1 5�1 X 512" SAW-CUT PAVEMENT AS NEEDED CONCRETE SUB SLAB MiN 3500 PSI . PLANS 2 g S `'"' o � . a� Gtr ,. ° MIN THICKNESS �lt�1. L.; ►� LAYOUT GRIM PARALLEL TO SEAL,JOINT 9 WIRE WELDED FABRIC r- I n ca w., .0 ° CONCRETE BAND LiNE • . . Q it rr W' DIA t. In x� . CONCRETE BAND 15 WIDE X 16 DEEP . WORK FROM CENTER OUT, GUTS p NOTPAVER TYPE: SHALL BE AIRVOL 10 ON I ONREAiCH END AT LOWEST �; -e 4 p CONCRETE PAVE 80 MM SEE PAVER DETAIL H „MI r�.,. TO BE MADE ON PAVERS ; . ;a BLOCK INC.,TUMBLED ROMAN, R, EL ,; c _r��ca#�tr +u .cs :srtftr '. tt , . .. . AN ° OWN CHARCOAL BLEND. 5 POINT AND FILL WITH N, GRAY ADJACENT TO SOLDIER B D COLOR BR AGER ATE BASE A EG2U{RED .:�:��� imT ��°" SS.' MPROW0•I8v: U a 80 MM IN VEHICULAR AREAS APPROX 1" - 1 1/2" BEDDING SAND • ' ''"' '`�: 11 EG S R GtgNCRETE BAND, SES DETA{LS ' >. Zaaa +7 .;. ur4 ► tr III%r um s•Pr .4.:a: vss�x'r .ice c" rr R ;° , 0COMPACT SOIL SUB-GRADE @ 95% :tr is1. 4 Q 8 X 5 'SOLDIER BAND 1. • a 2. PAVER PATTERN: SHALL BE AIRVOL 4, w F41 . , .p BLOCK(I PATTERN) 13 CROSSWALK FLASHER-SEE DETAILS AND R . , p ELECTRICAL DRAWINGS . t� : Q: Q ' 3. INSTALL PER MANUFACTURER'S ° p , ..° 011 . O ;I�'AS0A0�I tit t a,�rrtsib>wo..: � ro SPECIFICATIONS. NOTES: 1.° nl 0tf tt ,-R f-'.Aart�r�r' '" . 1. CONCRETE BAND SHALL BE DAVIS COLORS 'PEBBLE'#641 OR APPROVED EQUAL WITH I EA :•01 °' .. 1. l. % L PLANS FOR ADDITIONAL •' , . HEAVY BROOM FiNISH SEE SPECIF1CATiONS AND CIVi } IW. INFORMATIC)N. fs.tivai3" ­1.1 ',.. . 2, BASE THICKNESS VARIES WITH THE TRAFFIC, CLIMATE,AND SOIL SUBGRADE, PER.SOILS 'r REPORT. p . i. 3. CONCRETE SUB-SLAB MINIMUM 2%SLOPE FROM CENTERLINE TO DRAIN HOLE TYF'.. '�, C G ,,, �U�: ;;11 . ,, SECTION ' V.) • C TIS SECTION 4 NTS : 3 . I I . INTS LU Z US .:. L. I . I . . . . . .11 I . . 01". ICI .* _< . ...'.. I � . .. I . I I � � . . I . I . m I .., � . - .I .. . I .. . �. k . . 1 . d . . In lvarim, . 1.eA�J,tt:rr(uufA,**,0�c�lnatn1kAI,dlj, lU;ErMACWW(Af[4htaf,*WN4 . . c��n .�, C V..Mb'M''V - ',W,iT WMM'1!'KNV'Mf Y..' .:v. d iwlw O . I. . . � s.•M.na" ./+N✓w.wK' •Nr!4w,�k.'1,.Yn:iwkw•W.I:Vvnw.•wWAM••u+Ml 'v.;,u,twi +.'e`..S•w..iN..,:a' / , " ' `�4•^',uh�•.,,,t.,...,. •,c• l�(1j)yrsq�lt• ;Dv�i f;,.�n,i.r"•+.•�•' :l''"" '"' "A 1»+M1 i t Xctti' :�r t ";;' i;'t: J .;lit• 1"t sr: •'rlX:`.r.,r. S+i' ..,,,.AyI�:' ,. ..i. •,.:, p� �p� �,y� .„, '' ..Ii :�;, :.. ,:.. :MK, �»i .,: a>.. h.:,.�»..w r. kypy , fid.. 2 0 ;;i �,�..:.,.' 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'Tti s,mows'tc tin 6i mad*a "mirk (i hf fixturs that' 1.ray #a.: �.�. �Q i,m1t ,; -' ,', � Y �fL�JGtI$dtsalh cttad y. ! Y Y :i} :: '1w.' I":'1�;:. ., Y STAINLESS STEEL ' Ids: r' t• •i ll m a(re-dwit€�.a kt •in r�t(menicnt: ',:a'.: ,►� : '>� , .+Ci";:1: t':"�C '..'.Ste. SOLAR POW +R�`I'JS�'l.'.C�•+C�L E Nrr"4�'4�i".�H k�NC;LOS URE .r�.0 IVE Flo: STRIA N CRS SSINC's�IIC��. � damaged or ini�perab6 for any reason,fa'be eas p p .. �,1I .6 > C w.. ." . ';. _ 11 ��_...,._....._.._..._..._._._~._._ �°""" ~��'tt*;.:•') .�J, •.,.�{t {� y��y.'4 . .:• r " {G;�t�i ;'c rh.w.wwer.eorrwn ....._.,-..........................._111.1-.-._1.1.11_....--,-._._-....-,_.--1,.,1 ..-..._...,-.,...._-- -... ., ,......-- - . ;S.iut:t. A.7 Ir`kf1. 7►iAW'taY1r 7t 1.' ,.i1,',, 11.: :, l�csctii5tltitl: c olar.Potart •C;ontrol uaii cotlf4ill6 a]l the n:lcefronlo cquipm nrt to POLE COLLAR: TYP. (,� � !. �'" :'''t r :''. U c� ta fila>n»Ytt�slwti.' Li 7(f�►U{ICtI S Stan.In Hdtlifih>7,all t1GGCSt3.`it�coJn(9i111CtntS to C?eurjptinn;9'ltcl�e I. )astivs signs itfci itlisccd ttc1jnr<�nt to tttt3 a'niny tncntknt to lt►r+vida 6 . .'' W,4 Y i -, ,�• t u'�cttJci cE. I t . li. .1�i 4t 91Yis, rt raclltGe$t,YJltl, ,116Ji1C OITOCJ'1. -th tr S en121J included. ttciciiniunul wuictirt to asxtrlutritr rrrtrtgri�tta trcd IYzttlt wtrctz.ystntzr is xctr ul 4..itr,, 4141 �" r t.4x�Ionn�s rruwerharFt,1 sc>�~#rr r Mr=at�,caw?xclzwts. '" 3 ��1 ' .. A p Y �j . .. „ ry ... ;>V1vk�( `1111., CONCRETE y ry.�•yM1:'Y tA1A61. P I3� Z, : I Fd„"CFtR 7 1• .thtA.18E • [FIA G AI�8x161C� 1 AA 'E'>, a 5 i.F"s(3,i:rth;ttzct tl wi it»li�stric!aril (aa t !in utrl'tcrtcl.itm wit!'1 fur iit Y't.ulclwtt 1>i■lltfiila►'d �tt:trl• `�;�RB AN"D 'GUTTER ,i' ; ' �1 ', tc a t1t =filaria.firtuhictt~on i'kltitrn tint:t8.m- ilei •i S I DEWALK 4 1. PER CIVIL PLANS .:�:'11. �� t tt IaAV1I1JO t } 0 . . . �' , $ao �'�.•..' ..k �j as LU. P I,. z , y s •3 w 1 �� r.,..t�t.` Fttr, �Iin44 AP'4,WI:Lf'.'Fd;-' :,; 1., .F. i!! , '`' .q ',• _ o ',�....•Ne... ".i.,...,'•-.:-.M ���(rj;] . & :% 6�,,rriygy,_V"4.4- ' N i.'., X l •.• :6. .R •*. �••y " 11 tw 4�ttL S'W :t 40-13". "W Y,• 'f .+yam'" DRIf HMO r - :1 t'' 'it :� V: �y .v•F J F M 'S gy,yri NOT, •i' .gip ':'I.: 4 t�•� PAM y . a L ' ` t--- a �Ay�:, R - w r •k CO 'fid. ,�r t�* 7p /7�r ...k :13 `Rf"�DE i'" WISE JAI.A l k -,,,,�,,.-_,_ LEU IRutl, i x� tr Lel d C:�'(J i Y R 1 I �'► �C r.� FY�! � Ct % r . 1 ; T,,f $- ()T�. t.R.BBT Iia M ' � C1G�TtT A R TI 'I f a��t1��rrr 3 i� .. .. 1 01- N:>yF Stuff . : ., r. 1111 su,t � � ���� >x»,rx� J► uJ�AaW ><N 1 t�EOTECMRI IEf T ;.K., �`� - � IC TE. ac: a� a:�>r -AL OR �, ( ry 1-11-1. ....._._... 1111_...-,1111.r �. li;6u' c41t '.(°' . .:,uric'' :. :',' r �y , r, r, �, ])Y03C1111Atfil�r . ROADWAY MATERIAL t k . p .� •..». ill k :. K1r]rru trr to 3xx�c:: 1 1z x.37 CT r:l.a"T.} til�tn 3t!"x 3t}°'ap GC3NCRE`fE FOOTING a .,z ': �. h. r,r �► ��rr,.ln���trr� • /18/200 k- 9 . k .•:�: .14. � ;. ...w Colon whito]urwtlor t,(}ut• INSTALL PER MANUFACTURERS p� . '!i' ;i 1� DoRc'iptimoi: Sillgh'.prim ari Irl fe vsr ,wulle DRAWN BY i t t .-.-l'.. v...... �� r llrr r]' Prv.k a• tJ a !N• . -1'.119 iu tt srs in)"Ill Al .' .. : :. ::•' •• irxu:t l;v art rri i l(;T)irit,6t.l l�is]�l a: vtivrtilua►►;unittcrtr'I•atct:rwravr .' ' ,•, trt Rl 1111 t� t r." ��°0 t�rnt • SPE iCAT'1 S . .. ;. �. �; i;nlstiJ^° �t�t>:ta#1it•t(.L'Iur,r•c•4r•t>,i6••yt�l'!c»nc-};1:t•••tt ie. 1. r. rnr aauvatnctxn _.-_ ._ _._, v' ,, xxc o tx• • AlrJnnaxnxrxxrt bias tLo tTla 5t)srrxcT 11 lr d ,�"�' X ,:,:•� '�t .. .1��.:•��'��'.: ,, i:]�htit�s Airhe'a•LL;it'r;t3aat#laakn will;Yysta ` r p-iii - 1. v►l,~n� 4.k I t SAP & RDH i"t ION$ Sfandari£B$Asp •.,L7O WBi�$ r 8B" , u 4l :;„� A PA40 x ;' 2,2 V 17 a t. tab ( t.rr r,i r.rrt]l,r VT>C) �'. 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I t;+� s%Ir.t 2Ut14 Ligltt(;1utu'd t� ste>1tr,Ins:.li.tf.Ltifclzts rZ�Sexta>;tt (`� Window-akiragion'reaistaltuaryi .t y. a , .q ,rktaat,,fr ... ;.>%c ,.,,.., xr�lta�s,t.. u►..,. ,, r6,017` I pY c!t NOTE: SPECIFICATION' NO. 12i5 volts 13C not 40 8xs pG4 9aV) iI t�' AQ d t�?"� i3uaymttr�yt,NI+�n`�ryt.,}rASh . ' :" 2,242 Airp t Rfvd.jtrnlu Rt►sti,CA 95403 t'h(107)X41_4547 Fux 707)525-6393 . �p/�i,pp�j ,��y�� ,�..yr'7fV(T{�fi+�9F:M4ili.+t'lY a.N>,ARl.iaaW. wsnWA..wu siNYLwMk.•�.+.p.h,�i•w.'.aww...4� .Nryrtl•"'+i„,nNtlh�..•R'F•IR'trrrM•w N Y VA.I P'l,d t �.xa'.aii Y1•�n.iAl t 't '1 n a ti r l-•c, J.'F tcK.t ,eldt tat her. "„".N , s " a to• l5.rt Rr t't4t,t,"Jtet] ""It•1 54�.-,#i$7 Iran 76)7 52_ b.i_33 • Cta„<:a'9RGi1;'•.� � �'�i•rfa�K>..rt • ... �' .t. .. ..x.i.►M.i . a,s�A'; (:tttaxri�it�a2tltl5l.itllitUuttltl;.ytzt,rnit•� 4. �itx 2212Arepu1•l.ltivcl.txtt•,taitrr:t&,{.A ).54u:iNh{ 1) � COORDINATE WITH E'LECT'RICAL DR;+�1�ilINGs I'=OR LC)CAT'ION. . THIS tiaCOWNT f'ROW00 FOR IWORio4119H t'l7t�t?q.SF%ONLY Ir S 2Qt-1001 p(' NOTE: COORDINATE WITH ELECTRICAL DRAWtt°�1GS AND SPECiFICATI(JNS FOR ADDITIONAL iNFORMATIORI. SIFT Nor {µ � &01*4lei SECTION �,a C:Roz�iz5WALNFLA H ti , I . L I ,TS . Afft' . I d U ODUCT PSE I "I' TI '; T , SIG E.TAIL� vo mm m . . . a . �, TOTAL; NO. of SNS ? . .. . . . I 00 11 I IL ... _. , N .. .<, - O 1111.. .. .. .. .. ... .. BUILT,Lc\iMd'Phcis'd1 1 B\157506Imp03_De•tca 1 ls.cIgn A \\srv,_ai01\RlekStandarda\Bentley_2006\workspoee\pr0iecis\GorpSids-2005_SLO\tplat\GorpStds_8005.,SLO.pen i7=FE8-2.009 09`525 - DATE [- -�-(K�-� INITIAL __._________._.__ ._ . -______.________mm_� ----- --__-------_ -----------_ _._ _ _ ___ __ a._ _ . _ __ __m.__� �__- �p n __-__.__.__._a _________n_.___m_ _a w __.. _.._.. w EXIST EXIST EXIST EXIST R/W R/W R/W R/W i VARIES 100' i VARIES 42' g EXISTING RETAINING 50 50' a• WALL TO REMAIN e , . VARIES f VARIES 22 VARIES 4 (HEIGHT VARIES) 10 19 VARIES VARIES 24 10 8 a cn i f":iii L �� 6 1l 4 # 2/» t ( `1 q:. » . 1��-5/r , i r t :3 ' { r8;�n4r,...e ,;..�"t( 41.:.. .. F A 1 r,.3/ :;. 2/ p f .,.. � � : 2/iq.. �,y � �. tit r7 i S Y/,. f �S t'4 i 5 y \ AA \Y r 3 F .// . i. w :F9"'f;f;: r r �,,. ,,%` 'T� �'• .J'n ?' ,i /J �� ,n �,,'• ✓� dd. F.v/.�.wi' ,CC.0 Ka:� F� it'd. .t.° '•�� dr!/ cd d r t e /I � A k r a 'i ,. ,oll !":B a � 'f y:r 6 i } y, r . ✓ ✓• "ICY ://• I .-f e l'F 1 r / AX i S<",miklz ♦iP r." 'gid: � •�. " fi✓. r✓ A !� r �y W 4•'. M•M. .'T'• � .{ y''. .. !. fit• M.• •Y M.r r,t Or ...,,...., .. " ,4 ,, }. '.d ,..mn..do.Nv-w.....o••rna,M..,,...,..+n»n.,m.»,+r•;,.,r.... 't')•�i } ff � ij'"'"� .,,_._..,...,...".......-,..,....,..,..,.,,,.,»r- •.a, C� ��y .. .. _..d.:..,_°.„,.c'p.:,:....c.,,,..:..:wi................=..lr. <,c.,,.a,,....-„.,..°f...:5..:,......r.,.m...'._....w;t «..-,.,.,... •.. .. s ' EXCAVATE AND BACKFILL EXISTING APPROX. "ASPHA►LT 10' 10`� LWITH PREPARED PLANTING 10` 1q' '. ' `Q9 CONCRETE TO BE REMOVED AND EXISTING APPROX. 13”ASPHALT SOIL, SEE SPECIFICATION, z REPLACED. �� p • CONCRETE AND 7 CONCRETE PAVEMENT �'t��M STA. 5424 �� TO 55�4�4.27. � ` ToNEW SIDOAIK PAVE tE{ T, CURB TO REMAIN. GRIND AND OVERLAY P ELCAMINO REAL C;Tl Ill GUTTER TO � COUCTM AS BID 2 (MINIMUM) OF AC PAVEMENT. FROG! STA. 54+24.96 TO 55+31.12: D ALTERNATE ("SEE SHEET C°-12A) ' A,. I A L `T'I NEw SIDE AL , pAVE�ENT, LJRR GUTTER STA. 54+26.52 TO STA. 54+76.35 ,.. TO RE CONSTRUCTED AS BID ALTERNATE No SCALE EXISTING APPROX. 13"ASPHALT CONCRETE STA. 52+36.33 TO STA. 52+56.64 (SEE SHEET C-12A) • No SCALE AND 7"CONCRETE PAVEMENT r '(MINIMUM)TREMAIN. � � GRIND ,AND OVERLAYT AC PAVEMENT. c r x > U U EXISTEXIST EXIST EXIST R/w i R/w R/W R/W ro VARIES 92 r 50 VA IES ' t r VARIES R 42' ca c VARIES 20.5 15 10 VARIES , 10' 8' VARIES VARIES 24` g' 14' ti k � ti`S Q + - 111. kf.'/j•,!r rNt .,..... y\///" iVI> ///,�/!of1l. i3Y °Y• aYrarrn:.•i.*1'.,.fn/;..'..d of•' "Y;...f /-•r' ql' _ n,....... ,'di"s.. y„ c.am..VARIES. ..� . • - ., � Mi ,1. VARIES � _5/1% a .__,...... ,.,. co tri oCJr D tt ";". ... .vr.,• •*Y'tr- V' "'\ r'"' {r` .✓" J' } _ itr S ...-,.. ,... -.N 1^Y`l''J YY"Y l Y'.R/ f •� � •✓ 7:".r. �, �" Yh„ t //k ///y,.//r q l,.a^:•:'.s,o..."r.zv P.'r '!. Y, ✓r' "f ,+'' a Y t r h !. /. ,�A rr f s i df.G,d e '".P" d.. '-,w. o., A f -"'"--------^Ar^ .k '"'k` i �--V•i k v,w•-r e•vx .Y., P„' r?...r..rs',,•i,'r � l ,r ✓/ ✓• r`r r/. ,r♦ .K'" ,7` .,z. 7 '_':"•' vq r ,•sa23:•.., s :,; st ,•/r,sc.�,;,>;.w�•,,,,.r�✓.::i;!_,,lvs.< .«,.�.,xd,.•..A' `dv. •S•P./d;,,* r r .'A •,r' ?.r.r'`,//�f' r �X � G� 1 ## ._.._.Y.w. E"' u� •" `�'J l� ' "-..., t r �.°•.,...,' .F •d• r•r` Jr' :✓t f/f: �•+,,•,!'�/�l. •: � .�,. :C ( vv di.•rr w ydrsr:as!s11n. /a /// 3� r/,f dam. y"'} ,'fr °r, rr + r^- (jy t .9 .. - ...........,,.......,.... ..,n ...A.. ,r.,r.d• 'fes/„♦J ',fs '++.•. � '+F• � �d «�y, ,gq!,.kn�f. ..•,....__.,...,.i ....»»,.. {�. Lam' i;a'r �j'R.tj�'•'•4. .0 f.. ,.r ,.,,....,,_, t �, `J'',^'•"" � afi .;.,.+t� c tr� .t a ..., Lm EXISTING RETAINING EXCAVATE AND BACKFILL— EXISTING EXISTING APPROX. 13"ASPHALT .' WALL TO REMAIN WITH PREPARED PLANTING 10' 101i CONCRETE AND 7"CONCRETE PAVEMENT (HEIGHT VARIES) 50IL, SEE SPECIFICATIONS. TO REMAIN. GRIND AND OVERLAY TOP Q 2"(MI'NIMUM) OF AC PAVEMENT,, ' TI !� �.. CAMIA , $E NO RES `-CTION TYPICAL I AVE.. � STA. 6,1 +27.22 TO STA. 61 +73.17 STA. A+61 .00 T STA. 1 +75.43 NO SCALE NO SCALE u z EXIST EXIST EXISTc EXIST R/W ;; < :::E, R/W R/W :::t5 CL Q �- 1o0' 1Oo < u r 5OQ` z _ ("'''� �.�.�+ P 50' _4 W • k r�0s 11, 20` 1q� 10' 10' 1f' 10' g� VARIES VARIES VARIES 8` 10' Lu r°;_` { u. d"'�9 4 VARIES { ��•^�y''I E",...S may' jj iy r r 2 .: �1 h(y,�7k,#'k.•w � �jj �'yf(...s�" kFr�(,�}b{{{+++...���, 5�i k / . 1 - r a q 0 .' .- ................ 2 Jvn,f I.,..�,.�•..}1e.., F S h i j�,/�.:1! i�...,•..J " +'= J. 4t* Y v-'1' H tri ..v •••+•..:.. .......w...w«.. •/rrP 2 «. k ,v. t VAR. S e /.�2� �,� 20 �� �..—.w--- ..._ rr. ......_.�....:..w ..._.........., � �. ,. ,.�>,s.��� .._.,.w..«�._ „ y ,..�.�. ",.... MAX .• , ,...,.w r ✓.W. K MAXM /f:y ..,......a, W,s,. \ ..r- •w• /fA / 7i'%''!" q•' ,.,s r•r .✓•x v.n a• v. ' v , x'4"'4 s`k ✓ i'• � Y,;w,. ""76. b n,", Y ,t'•: Rei..•.�s "v ^� ,\ 4' l,: +, S sw... k �'•. M( •�.A5`ws � V k , r t ��''. •a, fPA , ✓ :/• ,sar' s\ti ' wx.skl3 'r r�/r rA ' ., Y.. 'f r�,((d; :,�rAl,"..rr'r• ,[ F'f<.G,'�.Id��i'ti...:+;✓`,•f/:.k'.'.'•G.:e;.C."�`>,e'j✓°„/;•J�, ' { Jt't7M�••W�•Cw H!” '�Glr,.4 y+Yit , C.'A:/S,h Cvwatl t .. ,� � / �. $ '' � .......» . %. `v- 9 '.�• .n,n.A.....,....,........M.n\.e..,n,..:.,...:.:a f..a...... .,,.,,.........w•••n,...•.._...,.vww...............w.........,...,.M,..._-.,,.•.a•.nws«,-....«..,..........,...,.._ 00 . I•,...i.'....w..v..f..»..w.•S`..... ..vdr«•..,_.....,..'•i ., ,..Y.mXk..n..r,•c.4,,..k,-i....3.5.....Lig f ..,..,.... , ��'. \V w.,eA EXISTING APPROX. 13"ASPHALT EXCAVATE AND BACKFILL �~- EXISTING AP. 13"ASPHALT EXISTING RETAINING 74 CONCRETE EXIST�N(� APPROX» 5 ASPHALT ,� 10°� CONCRETE AND 7 CONCRETE PAVEMENT WITH PREPARED PLANTING 10 � 10 t CONCRETE AND: 4 CONCRETE PAVEMENT WALL TO REMAIN 10 TO REMAIN. GRIND AND OVERLAY TOP CONCRETE TO BE REMOVED AND TO REMAIN. GRIND AND OVERLAY TOP SOIL, SEE SPECIFICATIONS. ,. , (HEIGHT VARIES) PEPLACED. 2"(MINIMUM) OF AC PAVEMENT. 2"(MINIMUM) OF AC PAVEMENT. EL CAMINO REAL SEQTlVN L. CAMINOALSECTION STA. 76+a4'.29 TO STA.,�'8-�-76-61 NO SCALE DATE: STA. 63+41 .63 TO STA. 53+36.64 NO SCALE 2/18/2009 DRAWN BY; EXISTING AC AND CONCRETE THICKNESSES ALONG THE CENTER 2010F Q ' F EL CAMINO REAL ARE ESTIMATES BASED ON POTHOLING AT SAP & RDH THE TWO LOCATIONS LISTED BELOW. AC AND CONCRETE THICKNESSES MAY VARY AT OTHER LOCATIONS» CHECKED ,. . +q : 13"AC & 7"CONCRETE TEM N ()TE5» 1a STA 52 0 ' JOB NO. 1» TOPO PER EDA TOPOGRAPHIC MAP, DATED 8/21/06. 2. STA 78+00: 13"AC & 4"CONCRETE .- ; D BY THE CITY OF ATASCADERO» 15TS0;• PROVIDE ECIFIC TION (;1 ** EXISTING AC THICKNESSES ALONG EL CAMINO REAL NOT WITHIN THE CENTER 20'�ARE ESTIMATES BASED ON POTHOLING AT THE •, SP A NQ IN. VLL CA '�S WHERE NEW IMPROVEMENTS ARE TQ FOLLOWING THREE LOCATIONS: 09 MrATCH EXISTING IMPRGV MEN`TS, THE CONSTRUCTION 2 �0� ; SURVEYOR SHALL; VER' THE THE ELEVATION OF THE 1» STA 52+40, 20' RT. OF CL. 5 AC SHEET N0» E'XISTINC IMRROVEMENTS AND CONFIRM THAT THOSE ELEVATIONS MATCH THE DESIGN, THE SURVEYOR 2. STA 78+00, 35' LT. OF CLQ 5"AC uG SHALL NOTIFY THE ENGINEER OF WORK IF ANY 611Y 11 S DISCREPANCIES ARE FOUND. 3» STA 78+70, 30' RT. OF CL: 7"AC (800)227-2600 a £, �ttith.�.• ���C�"�o� �'t �,�~r' �1t�.�s.•..► .. ,lG `�i�:� �.... tZ �h.t.>�J�. U Od6\wor.ks ace\ role AS BUILT L \15'150\Pf7dae'i 18\157508xsecf04.dgn . \\srv_sIQI\RtokStondards\Bsnti®y_2 p p cts\CorpStds_2005_SLO\(plot\CorpS'tds_2005_SLO.pen' t7-FEB-2009 09t25 DATE INITIAL - I ,� J_.'�,6� 1­��,�',:I C, 1 .!���7� I . I . ., , I 11 , I ,1. � . . .1 � I . I .Z.,I. ,. .I : .. . ., . . .r. . . . . . I. I I . . I:.1 . j I . . I I,�. . I . � I . 1, , I : . I . I . . I . I . I� . . - , .11 , . � I o I. . I ,., . . .. I I� . I . . 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TYPICAL , T'I LITY 13,01 ,X1. �L- L 0 CAAT 1 ON D E��,' � I 11 , , , ,,': I , . I'll � _,.l.. I­,_-111 -11.4......1.40. - �. , . i--'-,�-- ..00"""w- GUTTER AS BID ALTEE ll�lft I . . . . 2, , . I . � I .. ­..- .I . . . MEDIAN DEMOLITION DETAIL (SEE SHEET C-5A) . � I., - , - 'o k, - I , - R , , - I . . (SEE SHEET C-5A) . 1. IR . NO SCALE I . � . � %:,., `_ - . .. 11 - � � .. t� . . I � . . .."I, I . 1, . I . . . NO SCALE . . I I .. ...I / .1 I . I ( )_ DEMOLITION NOTES: .. . .� .: . I .1 I . . . 1. ... I I, .C ....." ...; . I . . . . . Y . . . � I .. .­..­- . .. . I .. . . 6. . . I . . 1 . I iii I. . .... I I I 1+ ...... ... . . I . I . X / / .d ; 1. . I 7 , .I I . I . ... . : ..... . .I . .. . .. , I ..... . . ... 0 1 �. I � ..j... , 1� . . � � � � I .. "� . . . . . . I � . / / . . .. �..11 . . .*%.I .- . I, I I �I / . I . ;,1�, , . . . I I __l . . � . .. . ,8 .;� �I .. I - .., ,�I I � ./ . Lnk � �j�1, :��` I , :, ' I . . . � 11. I . : -FAVING SHA Ll I . 01 0 _,� I . �tx . %I.. 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I *U .1 SPECIFICATION NO.. ' .. I . I I I .0 L . . I . .. I I .. . I I I I 1 2. IN ALL .CASES. WHERE NEW IMPROVEMENTS ARE TO . I -001 - . 1. .....- . . . ...I . .. . 2009 , . . IMPROV''L . LT .� ' I'' .11 I ­. I 1 ­_ol..4. .:_ �. . ' ' " ' ''I ' L . .. ML.ATCH iFXlSTTN'G �� '.,.E I . 0"tz ' S., THE -CONS I I .­ k_�_ , . , r.�­ .: . .-M z , '.TRUCTION . c_- . , I . ., . . , q � L I . !4 1 . I . I 1. � .. L 'U _'E '7 * � ' "" " I I . S- HE0 N" o' "i � " I � '_ ' ' ' - " ALL VERI ! I . I - ffl,V �Y,,'bk SH' r.'.Y--- T:-E ELEVATION OF THE . . S .,. _ . . H' . . . I 1, 'b" . .'L �j . . . I— �jt�L OVEME ��., ' ' THOSE . ' 1. . I C�) `1 � . k-Q I I . .;L , , �I'M P�ki .:.., , .;...... .'T�S AN : CONF1*:P 'AT 1 1�14' ts,.-T Mt. A TH." I �_ EX , ' . F.N , � . . . CL . I .�. . I I . : . ., ;EVATI-Ot- . I I., 20 10 0 . , �S- ' '-':C.R'Th ` . :I . m I (AA I I. . 1. .. I .- * MAT . IE D ' IGN. THEL SURVEYOR I . E,�', ' . I E� . - 1, I L 1 20 . 40 so - I . . E .I ... '' . � . I r ,. .. . I.. I. .L...I-­.- . . . �� I 0 61 . ; I , . '' -�:L�, I.,1��­, . I � . �, I . �. I . I= -7.­.­ I�''."�­-- �11.1�111'11��'" "�' ; ­�,;f­ ­.. . . I oux.l.GL ._. , u . . '_ ' r WdRK IF ANY . r.,_1 . t"IL-1,�1.11.1,j�­,­--� .-�,�I——­...... . I . .; SAALL NOTIFY ,THE fNGINEER 0, 6i. _ , 'r'.1.� i �I..; "..,i I..... ­ I . . I . .. - wjppw� . ,. . . I I , I 0 : \ I - , . . . . I ; p , I 'ANMS A`Rt. F GO L' , ,: ! � I � . (WREP .N a . . I Ill- I � 'z , . No S, "..L L . '.. I I . 11 , , I c 1w,5 I v .1 . I � GRAPHIC SCALE 1' 20 . �l ,Q I � . cl . c . . . I . 1 . . I L I w 'L .. I (eOO)227-2600 . . I 11.1 ;I . . ... . .. . . ... .. '. 1. . I . I . . -6 . , . I . . . I I I I w . . I I . I 1. I ­ .. . L TOTAL. .NO. OF. SHTS: 67 . I I L . . I I 1. .1., 1. I., .... , I _­_.____-_­__­:_____ � . 11- ...:- ".. . I . . . ____ 1. I I -.1 ..11 .I I 011kTj!,Ilf,t,� - ­ I I. I . . I. . § I I � I . . I'! L __ ­,,..,I g,-..Xmq I ­ . . .1 . .. I . . - ...I .. .. . . ... . - -1 .�.l­­ ­­ .1. ­­�- . i I .... . . I � � I . . . � ,. I L. � .... ... 1. .. � (N . . . . L . ­______ - -­­­­ Ill, " . . . I . .1.. . I I I-------,--- ------I-----__--- . -,. . I � I . I I :I %, . . I .. L------------.-.-.I a.Olm"00. �I!1!!!! - - 11 I I . . .1. . .1 � . -� . . I I � I . 'L . -"---- - A, =­'­;;­­.;­ , .. ' .' Z- :� .- . I . (9 _____ .. i,! I mpw� .....� . � .1 . .. ­. pl.,A­: ,'I"I—:rr"Tr'"ll.....I...1 - __ .. . I ''I - .� I., .. . .. _ . . . . __ " ' ___�__ ' . I - e!llB\i57508defw'06 Ro�wrlo. gn I I ,I I AS BUILT L I\itlto�ph6a . �.dai 0 1 1 . . \\srv-sloi\Rlc . . .2005-SL .pen .. I I �.,I . . . . I .. I . 11 I I I . L I 17-FEB-200$L Q19:s 25 , � I -(- .I z- - 1 tvq //,-- F 7 / rmm- __ I / I/"'/_ / :2!_,:�� , I I 1 7 /I // ___z / A - _, ,�, m m m-, , - n. I ,N.., __ 022 - N\-- ., _/ i I / I I . I DATE - ( ' I . . . . I I . I I . . . . 'L I I . . I . . L . I . L. I I I I INITIAL _t�L I I L ___ -�---�1-11--l-�1--�11--�----�--�---�,---�--"-'�,--.,�".�"'--�-------�-�-�----------�----�,�-"�,-,��--,�,-7��",�-�--�-�l---.����i��"!�-,--�---------�-----------,----------------------,-�-�-,�.-�..-7--��.�'ll-�"�---��-",--,�------,-------�.-�-�,f�7��,� �______?_�,...?.. -����T�.T�.�-"--�.-------�,--�--"----""-"--,-�-,-�-----"--��-,",- ��__ ���'ll,�,�..��,-,r--�,,��,.�.�,�,�-�........._­----------------------�------�-------��,��'',-,-,----------------,--- _____________________7_��_ " ­_ I 1-11 ----�-�---,------�-----,�----�------------�-��--,--"I-----­­­­­_____------------�-,-,--�-"---,�--"�-,-�--,�"---�---�-�-�"--�-,--,-,---�--i-----------------,----�--------�--,--,_________"_,_�___�,__,________________,___, --"---------�'�-,---,---�-�-��----I �" ,����m , " , CONSTRUCTION MATERIALS AND FINISH SCHEDULE: CONSTRUCTION MATERIALS AND FINISH SCHEDULE CONT.: PRODUCT SUPPLIER LIST: cn ca ASPHALT PAVING:, SITE FURNISHINGS: AIRVOL BLOCK in SEE CIVIL PLANS AND DETAILS. P.O. BOX 931 METAL BENCH: NO. 1 SUBURBAN RD. r,- CONCRETE PAVING AT SIDEWALK TYP.: SHALL BE VICTOR STANLEY MODEL CR-18 CITY SERIES 6' CONTOURED BENCH, METAL VERTICAL SAN LUIS OBISPO, CA 93406 SHALL BE DAVIS COLORS - 'PEBBLE' #641 OR APPROVED EQUAL WITH HEAVY BROOM FINISH AS STEEL SCROLLS, COLOR BLACK. BENCH TO BE RED HEAD CONCRETE SURFACE MOUNTED, REFER TO WWW.AIRVOLBLOCK.COM SHOWN ON THE PLANS. SCORE LINES AS INDICATED ON PLANS TO BE 1/4" HAND TOOLED JOINTS. LAYOUT PLANS FOR LOCATION. INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS AND AS (805) 543-1314 EXPANSION JOINTS W/ MAX. 40' INTERVALS AND ADJACENT TO ALL STRUCTURES, CURBS AND WALLS. DETAILED ON PLANS. m CONCRETE THICKNESS, REINFORCEMENT, SUB GRADE AND COMPACTION AS DETAILED. SEE AMERISTAR FENCE PRODUCTS z SPECIFICATIONS FOR ADDITIONAL INFORMATION. LITTER RECEPTACLE: 1555 NORTH MINGO 0 uj cn SHALL BE UNITED RECEPTACLE, MODEL MH-46, LARGE ROUND OPEN TOP, METAL STEEL, COLOR TULSA, OK 74116 CONCRETE BANDS AT CROSSWALK TYP.: BLACK, SIZE 37 GALLON. REFER TO LAYOUT PLANS FOR LOCATION. CONCRETE SURFACE MOUNT WWW.AMERISTARFENCE.COM SHALL BE DAVIS COLORS - 'PEBBLE' #641 OR APPROVED EQUAL WITH HEAVY BROOM FINISH AS FURNISHING, SHALL BE RED HEAD, USE LEG LEVELERS PER THE MANUFACTURER'S (800) 321-8724 SHOWN ON THE PLANS. SCORE LINES AS INDICATED ON PLANS TO BE 1/4" HAND TOOLED JOINTS. RECOMMENDATIONS AND AS DETAILED ON PLANS. EXPANSION JOINTS W/ MAX. 40' INTERVALS AND ADJACENT TO ALL STRUCTURES, CURBS AND WALLS. DURA ART STONE CONCRETE THICKNESS, REINFORCEMENT, SUB GRADE AND COMPACTION AS DETAILED. SEE TREE GRATE: 1785 LOCUST STREET, SUITE 11 SPECIFICATIONS FOR ADDITIONAL INFORMATION. SHALL BE IRONSMITH, MODEL M4837 ROUND & M4848 SQUARE SUNRISE, METAL CAST IRON, PASADENA, CA 91106 COLOR/FINISH BLACK ENAMEL, BOLT (2 PCS) TOGETHER & 3/8" MAXIMUM SLOTS OPENINGS TO MEET WWW.DURAARTSTONE.COM CONCRETE PAVERS: A.D.A. COMPLIANCE AND PEDESTRIAN SAFETY. INSTALL PER THE MANUFACTURER'S (626) 577-6000 4 2 j- T3 Cn SHALL BE AIRVOL BLOCK INC., TUMBLED ROMAN, COLOR BROWN CHARCOAL BLEND. INSTALL PER RECOMMENDATIONS AND AS DETAILED ON PLANS. 1> MANUFACTURER'S SPECIFICATIONS AND AS DETAILED ON PLANS. ELA LIGHTING 4V& URN PLANTER: 17891 ARENTH AVENUE - PAVERS IN PEDESTRIAN AREAS SHALL BE 60 MM. SHALL BE DURA ART STONE CAST MODEL # S-203 CAST STONE JUDICIAL URN.COLOR/Fl NISH: S-7 CITY OF INDUSTRY, CA 91 748-1 1 97 SAND BUFF /LSB (LIGHT SANDBLAST). INSTALL PER MANUFACTURER'S SPECIFICATIONS. WWW.ELA-LIGHTING.COM - PAVERS IN VEHICULAR AREAS SHALL BE 80 MM. (626) 965-0821 E - SIDEWALK PAVER PATTERN: SHALL BE 8-11 X 5�1 PAVER & 5-Il X 5 2 _"' PAVER MIX. LAYOUT GRID HOLOPHANE 4 2 PATTERN AS DETAILED. 6 PORCELANA RANCHO SANTA MARGARITA, CA 92688 - CROSSWALK PAVER PATTERN SHALL BE AIRVOL BLOCK (I PATTERN). INSTALL PER WWW.HOLOPHANE.COM C MANUFACTURER'S SPECIFICATIONS. MATTHEWS INTERNATIONAL CORPORATION ADA DETECTABLE PAVERS: BRONZE DIVISION SHALL BE PAVESTONE ADA DETECTABLE WARNING PAVER. COLOR BROWN/CHAROCOAL BLEND. 1315 WEST LIBERTY AVENUE PITTSBURGH, PA 15226 PATTERN TO BE RUNNING BOND. INSTALL PER MANUFACTURER'S SPECIFICATIONS. EDGE RESTRAINT, SUB GRADE, AND COMPACTION AS DETAILED. WWW.MATTHEWSBRONZE.COM (888) 838-8890 COBBLESTONES: SHALL BE SMOOTH COBBLES PLACED IN CONCRETE MIN. 4" THICKNESS. SEE CIVIL PLANS AND MAIN STREET LIGHTING o DETAILS1080 INDUSTRIAL PARKWAY . MEDINA, OHIO 44256 COM U.MAINSTREETLIGHTING W. . < 0 , ROSARIO AVENUE WALL IMPROVEMENTS: WW �z sn q (877) 723-4431 z z) :4 WALL FACADE: z< WALL FACADE COLOR SHALL BE PAINT TO MATCH FRAZEE #8213 PLANTATION BEIGE. SEE MORLITE 1--, CA co tn DETAIL. PRUDENTIAL LIGHTING PRODUCTS SALES 22 N MILPAS ST STE E PRECAST MURAL CASINGS: SANTA BARBARA, CA 93103 SHALL BE QUICKCRETE PRODUCTS CORP., MODEL #: Q-A4SM. COLOR/FINISH: CHOCOLATE, WWW.PLPNORTH.COM 0 TEXTURE ACID ETCH, STANDARD GLOSS SEALER. INSTALL PER MANUFACTURER'S EMAIL: SALES( PLPNORTH.COM cl SPECIFICATIONS. (805) 560-6090 PRECAST WALL CAP: IRONSMITH SHALL BE QUICKCRETE PRODUCTS CORP., MODEL #: Q-1310SWC & (2) END CAPS Q-1310SEWC, P.O. BOX 10868 COLOR/FINISH: CHOCOLATE, TEXTURE ACID ETCH, STANDARD GLOSS SEALER. INSTALL PER PALM DESERT, CA 92255 MANUFACTURER'S RER'S SPECIFICATIONS. WWW.IRONSMITH.BIZ (800) 338-4766 w METAL FENCE: PAVESTONE j SHALL BE AMERISTAR FENCE PRODUCTS, MODEL #: M3 (3-RAIL), AEGIS PLUS PANEL MAJESTIC W D 3R EXT 410GAP 4211H 81W, MIN. 42" HEIGHT FROM WALK (PARKING LOT) FINISH SURFACE, PROVIDE 27600 COUNTY ROAD 90 cf) 0 < PANEL BRACKET OPTIONS AS NEEDED, BX306 FLAT MOUNT BRACKET & BX312 SWIVEL WINTERS, CA 95674 M w BRACKET, COLOR/FINISH: BLACK, INSTALL PER MANUFACTURER'S SPECIFICATIONS. WWW.PAVESTONE.COM D (530) 795-4400 () W PEDESTRIAN TUNNEL: CL 0 3: QUICKCRETE PRODUCTS CORP. d U) ALL FACADE: 731 PARKRIDGE AVENUE WZ z WALL FACADE COLOR SHALL BE PAINT TO MATCH FRAZEE #8213 PLANTATION BEIGE. P.O. BOX 639 0 H DETAIL. NORCO, CA 92860 LuW 06 WWW.QUICKCRETE.COM cj� z PRECAST WALL CAP: (951) 737-6240 SHALL BE QUICKCRETE PRODUCTS CORP., MODEL #: Q-1310SWC & END CAPS Q-1310SEWC, U) UNITED RECEPTACLE I-- COLOR/FINISH: CHOCOLATE, TEXTURE ACID ETCH, STANDARD GLOSS SEALER. INSTALL PER z MANUFACTURER'S SPECIFICATIONS. 1400 LAUREL BLVD. z POTTSVI LLE, PA 17901-1427 00 METAL FENCE: WWW.UNITEDRECEPT.COM 1.— 0 (800) 233-0314 F2 z Gj U) SHALL BE AMERISTAR FENCE PRODUCTS, MODEL #: W3 P-RAIL), AEGIS PLUS PANEL WARRIOR j CD z 3R EXT 411GAP TH 81W, W/ AEGIS PLUS PANEL WARRIOR 3R SGL GATE, PROVIDE PANEL BRACKET VICTOR STANLEY, INC. OPTIONS AS NEEDED, BX306 FLAT MOUNT BRACKET & BX312 SWIVEL BRACKET. COLOR/FINISH: 0 P.O. DRAWER 330 C) BLACK, INSTALL PER MANUFACTURER'S SPECIFICATIONS, DUNKIRK, 111- MARYLAND 20754 a_ WWW.VICTORSTANLEY.COM DATE- ATASCADERO CREEK BRIDGE IMPROVEMENTS: (800) 368-2573 02/17/09 PILASTER: DRAWN BY: CONCRETE INTEGRATED COLOR SHALL BE DAVIS COLORS - 'PEBBLE' #641 OR APPROVED BLIVI EQUAL WITH LIGHT BROOM FINISH. CHECKED BY.- EXISTING CONCRETE RAIL: MSF PRESSURE WASH CLEAN. SEE DETAIL. JOB NO. 15750 PRECAST WALL CAP: SPECIFICATION NO. SHALL BE QUICKCRETE PRODUCTS CORP., MODEL #: Q-1312SWC, COLOR/FINISH: CHOCOLATE, 2009-003 TEXTURE ACID ETCH, STANDARD,GLOSS SEALER. INSTALL PER PLANS. SHEET NO. METAL FENCE: SHALL BE AMERISTAR FENCE PRODUCTS, MODEL #: M3 (3-RAIL), AEGIS PLUS PANEL MAJESTIC • 3R EXT 4"GAP 20"H 8'W, MIN. 42" HEIGHT FROM WALK (BRIDGE DECK) FINISH SURFACE, BX306 L 1 FLAT MOUNT BRACKET, COLOR/FINISH: BLACK, INSTALL PER PLANS & MANUFACTURER'S SPECIFICATIONS. TOTAL NO. OF SHTS- 67 AS BUILT DAT r -- `� Orr AL ----------------------- ----- m _ - ___M ____ __.. aR. vn �. .._,___ �________________—___- _____—___.__ _ __�_ _w_ ___.__._._� _�._ __ _ T ____ _. _ _-_ _ �_ _m________ _ i rr _ -" ~- MATERIAL SCHEDULE ABBREV./SYMBOL DESCRIPTION N .M M PA PLANTING AREA (SEE LANDSCAPE PLANTING PLANS) STRUCTURAL SOIL (SEE LANDSCAPE PLANTING PLANS & DETAILS) - SCORELINE TYP. " . " (SEE PLANS & DETAILS) 4 CONCRETE PAVING KAY �P �� . - �.w - (SEECIVI L PLANS & DETAILS) " > NTS , -- _ CONCRETE BAND PLANS & DETAILS (SEE CIVIL P ) CONCRETE PAVERS , (SEE CIVIL PLANS & DETAILS) ADA DETECTABLE PAVERS _,: Oppti w (SEE CIVIL PLANS & DETAILS) COBBLESTONES 15D (SEE CIVIL PLANS & DETAILS) D �, + a .. SITE FURNISHINGS . n o • '"~ "` SYMBOL DESCRIPTION METAL BENCH ' �- '' 1 < `0 A (SEE DETAIL SHEET L-4 & SHEET L-1) 4� 150 to . • o,= LITTER RECEPTACLE � ��- 44- (SEE DEVIL SHEET L-4 & SHEET L-1) qZ a LIGHT BOLLARD RosARIo WALL IMPROVEMENTS (SEE DETAIL SHEET L-4 & ELECT. DRWGS) "+ (SEE DETAILS, SHEET L-7) b STREET LIGHT FIXTURE aD , POLICE STATION (SEE DETAIL SHEET L-4 & ELECT. DRWGS) PARKING LOT Ln 4 P .-.. w E TREE GRATE n Q EE CIVIL DETAILS SHEET L-4 & SHEET L-1 4 -� (S ) ©u D u ,`° ., �o B METAL FENCING � ° a �,:.�' -7 & SHEET. L�-1 A (SEE DETAIL. SHEET L ) Y � D M �o� '� COLONY DISTRICT MARKER co ~M LOCATIONS & DETAILS 7 Lri Lr, -` ..--., .... ,,. ,, `�M ; (SEE SIGNAGE PLANS FOR OC ) .- Q r r. cn ca._, Ln ° H VEHICLE INFORMATION SIGNb v DETAILS (NOT SHOWN, SEE SIGNAGE PLANS & ) M° I PRECAST URNS 0 CIVIL PLANS & DETAILS 3 ,., 4 � �► ,� (NOT SHOWN, SEE C L ) � D NRAM ` ~� FREEWAY 101 O ��4 e 3 w E NOTES A 0 ,_., " ~~ . 1. SEE SHEET L-1 FOR FINISH SCHEDULE. Z 2. ALL SYMBOLS AND CALLOUTS ARE TYPICAL. 4 3. ALL DIMENSIONS ON DRAWINGS ARE IN FEET AND INCHES. DIMENSIONS FOR PAVING SHOWN ON LANDSCAPE LAYOUT DRAWINGS ARE FOR REFERENCE ONLY. FOR COMPLETE cn PAVEMENT DIMENSIONS REFER TO CIVIL VERTICAL AND HORIZONTAL CONTROL PLANS. �1vo4. REFER TO CIVIL PLANS FOR ROADS, MEDIANS, CURB AND GUTTER, BULBOUTS,RAMPS,AND -�. •,�` EXACT LIMIT OF GRADING. 5. EFER TO LANDSCAPE SPECIFICATIONS FOR ADDITIONAL INFORMATION, REFER TO CITY OF (� </, PA 5ATASCADERO STANDARD SPECIFICATIONS AND DRAWINGS AND ATASCADERO DOWNTOWN r DESIGN GUIDELINES FOR ADDITIONAL REQUIREMENTS. CL 0 © PA .N , <k C) 23- z 6. REFER TO ELECTRICAL LIGHTING PLANS AND DETAILS FOR CIRCUITRY AND FOR COMPUTE FIXTURE SPECIFICATIONS. Z (r/ ) �iJ 7. EXISTING INFORMATION ARE SHOWN FOR REFERENCE ONLY.THE CONTRACTOR SHALL BE .... �-- ® °` '"`,;,,� • 11v 0 `��� RESPONSIBLE FOR VERlF,ICATION OF THE LOCATION OF UTILITIES IN THE FIELD. W w 8. ALIGNMENT: UNLESS SHOWN OTHERWISE THE FOLLOWING SHALL GOVERN THE ALIGNMENT Cj) OF PAVING HARDSCAPE ELEMENTS AND SCORELINES. EDGES OF PAVING AND SCORING L1J 1 0 ARE PERPENDICULAR OR AT 45 DEGREES TO THE STRAIGHT LINE. ON CURVED PATHS, Z U) U) o CJ SCORE LINES ARE PARALLEL OR PERPENDICULAR TO THE CURVE. FURNISHINGS SHALL BE z z t1wl INSTALLED PARALLEL OR PERPENDICULAR TO PAVING AND OTHER BUILT WORK.PAVEMENT 0 O O CL AND HARDSCAPE WORK ARE TO BE PARALLEL, PERPENDICULAR,OR AT 45 DEGREES TO w - 0 THE FACE OF BUILDING. EDGES OF PAVING AND SCORELINES SHALL ALIGN TO THE FACE OF i.-_ Z �g W BUILDING AND COLUMNS. :..: yR .. �. REFER 1"O IRRIGATION PLANS FOR SLEEVING, CONTROLLER, BACKFLOW,AND VALVE BOX � C) r- D `7' ,. M LOCATIONS. • 0 W A IN DATE: � E ° 02/17/09 ° . , M °. '" DRAWN BY: BLM Jfj . CHECKED BY:, EXISTING BUILDING MSM , °.� MSF JOB N0. 15750 `� '` `,w '` •, o4e� SPECIFICATION NO. 2009--003 20 10 0 20 40 60 SHEET NO. ° GRAPHIC SCALE 1"�20' ($00)227-2600 L - 2 TOTAL NO. OF SH TS: 67 Ao BUILT �O_IT -- _ _ _ _ __ ___� ___. __._ _ _ P__ ------.______..___aw..__._.___._____________ _ mM_ __�__.__________r _ _.___.__...-.w_ _.___ .________�__ _ _ .�___A_____.__.___._._._.__---- - ---------- ----------- 1 ------ MATERIAL SCHEDULE ABBREV.1 SYMBOL DESCRIPTION PA PLANTING AREA (SEE LANDSCAPE PLANTING PLANS) - STRUCTURAL SOIL (SEE LANDSCAPE PLANTING PLANS & DETAILS) b .—. HANDER OF SCORELINE TYP. COMMERC (SEE PLANS & DETAILS) a �, �. C�iz -xe CONCRETE PAVING <? PLANS & DETAILS . 0b �, �' �•.,. (SEE CIVIL P ) > Y MAP 44 w CONCRETE BAND j�` (SEE CIVIL PLANS & DETAILS) CO �� CONCRETE PAVERS (SEE CIVIL PLANS & DETAILS) Q d ADA DETECTABLE PAVERS (SEE CIVIL PLANS & DETAILS) n ;r ,11 vol A, COBBLESTONES �W (SEE CIVIL PLANS & DETAILS) 1 PLAN ENLARGEMENT A ^ SITE FURNISHINGS o �~ PEDESTRIAN TUNNEL r- d 2 EAS ,l T C SYMBOL DESCRIPTION Ln 0 u ZA SCALE 1"=1W � 4'TYP METAL BENCH 4. ^ (SEE DETAIL SHEET L-4 & SHEET L-1) c LITTER RECEPTACLE ., o - _ TIE FENCING TO EXISTING ... ..• ,� , (SEE DETAIL SHEET.L-4 & SHEET L-1) CHAIN LINK FENCE ' '.. j '` ^. X. C LIGHT Bf,�`�..LARD TIE FE ING TO E (SEE DETAIL SHEET L-4 & ELECT. DRWGS) CHAIN LINK FENCE I ~ STREET LIGHT FIXTURE ' 0 � u. •, (SEE DETAIL SHEET L-4 & ELECT. DRWGS) d °, *..• .rte- .. V1 M ` f EAST PEDESTRIAN E TREE GRATE , SEE CIVIL DETAILS, E - a'TYP TUNNEL WALL&WALL CAPS ( LSHEET L4r & SHEET LW1} < < U .� (SEE DETAILS & CIVIL DWGS) METAL FENCING . ° (SEE DETAIL SHEET L-7 & SHEET. L�1} I D — � 4'TYP COLONY DISTRICT MARKER Qu Q SEE SIGNAGE PLANS FOR LOCATIONS & DETAILS) z Ll < ® ' VEHICLE INFORMATION SIGN . H qw Q'_ - (NOT SHOWN, SEE SIGNAGE PLANS & DETAILS) 4'TYP < " Q+ ..J EXISTING PE TUNNEL `� �. �^ PRECASTURNS 0 e`'•� w HEADWALL TOR MAIN �"`�� 0 � � (NOT SHOWN, SEE CIVIL PLANS & DETAILS) 0 i .. " �. 4., .. .o. NOTES a !. tip '.\ 1. SEE SHEET L-1 FOR FINISH SCHEDULE. wz co �`' `-- 4, ' $ 2. ALL SYMBOLS AND CALLOUTS ARE TYPICAL. PED TUNNEL LIGHTING 3. ALL DIMENSIONS ON DRAWINGS ARE IN FEET AND INCHES. DIMENSIONS FOR PAVING SEE ELECTRICAL DRAWINGS SHOWN ON LANDSCAPE LAYOUT DRAWINGS ARE FOR REFERENCE ONLY, FOR COMPLETE � PAVEMENT DIMENSIONS REFER TO CIVIL VERTICAL AND HORIZONTAL CONTROL PLANS. ,. Qj C�,r .. ...... , " ..w 4. REFER TO CIVIL PLANS FOR ROADS,MEDIANS, CURB AND GUTTER, BULBOUTS,RAMPS,AND W , EXACT LIMIT OF GRADING. 4f 44 W , PED TUNNEL L HTiN 5. EFER TO LANDSCAPE SPECIFICATIONS FOR ADDITIONAL INFORMATION. REFER TO CITY OFA, --� SEE ELECTRICAL D W NQS ATASCADERO STANDARD SPECIFICATIONS AND DRAWINGS AND ATASCADERO DOWNTOWN PLAN ENLARGEMENT B EXISTING. NIS ``;411 �"� DESIGN GUIDELINES FOR ADDITIONAL REQUIREMENTS. �'"� > ' cam ED TUNNEL�HTING , "o, �` ' ,` L�^' C ,Z HEADWALL T E AIN ....wJ ,�- SE F,LECTRICAL E,4AWINGS " PEDESTRIAN TUNNEL 4 ~mow M4 6. REFER TO ELECTRICAL LIGHTING PLANS AND.DETAILS FOR CIRCUITRY AND FOR COMPLETE ' O 0 �~ �, ~�, �. WEST �` �b . w�.w � � � ? a EXISTI PEDESTRIAQ �'''�.,. � " . �`°�, FIXTURE SPECIFICATIONS. b^,4. � •.,� SCALE 1"- 1 i�' `'�,., �..,� �..�-.„ . � �`� '~�. � . (� UNNEL UND HWY 101 "1 1'` `�. ���, per, b " , �� ��� 0 s ',`M• ,` ," �' N" OS "R DEh iAf U EL �. `",«� �, 7. EXISTING INFORMATION ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE �...,. �� °� �. RESPONSIBLE FOR VERIFICATION OF THE LOCATION OF UTILITIES IN THE FIELD. -• '' . . d . `A L& ASS. ti Mp Mn. V 4 4 w ... SE ET s &� fVfL G °�� ► I~- � j�, � " -� �` ^�� '�,,� 3. ALIGNMENT: UNLESS SHOWN OTHERWISE THE FOLLOWING SHALL GOVERN THE ALIGNMENT W �; ! (f� N`" " 4�"" � ^h �4 ` ~' �, �'`',. OF PAVING, HARDSCAPE ELEMENTS,AND SCORELINES. EDGES OF PAVING AND SCORING F— W ARE PERPENDICULAR OR AT 45 DEGREES TO THE STRAIGHT LINE. ON CURVED PATHS, z C) w Q SCORE LINES ARE PARALLEL OR PERPENDICULAR TO THE CURVE. FURNISHINGS SHALL BE z LSI INSTALLED PARALLEL OR PERPENDICULAR TO PAVING AND OTHER BUILT WORK.PAVEMENT 0 O Q Q.. AND HARDSCAPE WORK ARE TO BE PARALLEL, PERPENDICULAR,OR AT 45 DEGREES TO i '`° �, � r�' , �•,,,,4 �� e,�"`.•� �, `,��k~" ^� ! � �., �,,,� � � THE FACE OF BUILDING. EDGES 01= PAVING AND SCORELINES SHALL ALIGN TO THE FACE OF �.•_. Z 0 J BUILDING AND COLUMNS. f-~ 4Y' •,, Mr ,+'./"mow, •. ,8, _4s` 'a; •1r 4 ` ) _^' M /r� f.. ^ ` •., ` `' � y ® ham - "° 9. REFER TO IRRIGATION PLANS FOR SLEEVING, CONTROLLER, BACKFLOW,AND VALVE BOX w Y~'w~~ /) t-- YdBINIfYNM +, ! "'".,,,, ~''"a• ''' •,' 4"•. `y,,`•'`.. ! "`. .,'`M 4. �w.wtM w LOCATIONS. O w /TYP DATE: 02/17/09 s � ``y°," '+.,�',+�4,, ti., w mow, t DRAWN B Y: Q (ry MSF JOB NO. 4'T j ••J ` * *'` 4 ' 1� ~--""'� '" ,,~,-.,.., IE FENCI G TO EXISTING 15750 CHAIN LIN FENCE 9�4� �, SPECT FI CATION NO.n 2009--003 -"• � n. ^ M '' 20 'f0 0 20 4q 60 � SHEET NO. TIE FEN O Q� . ., F -, CHAIN LIN NCE " j f GRAPHIC SCALE 1"-��o! (800)227-2600 ` 4 L - 3 TOTAL NO. OF SHTS: 67 A6 BUIL Ia ONITIAL a PROJECT 6ENERAL NOTES ABBREVIATIONS LE6END ELECTRICAL LEGEND NOTES 4 ABBREVIATIONS `� C✓�,�.,�' �s a���!Q� 1. INHERE CUTTIN& AN17 TRENCHIN& AIRE REQUIRED, N GT . SHALL REPAIR AND FINISH THE DISTURBED SURFACE TO MATCH EXISTING. CONTRACTORSHALL EXERCISE CAUTION TO AVOID DAMAGE TO ANY EXISTING �. 1. M TINGHEIGHTS INDICATE CENTER OF ELECTRICAL OUTLET ABOVE FINISH FLOOR. FLUORESCENT,a Hi ?, COMPACT INGAT LT6. FIXTURE AND OUTLET, GEILIN6UTILITI . GT L MANUAL I DIGGING EXISTING UTILITE5 A O IDENTIFIED. ANY D TO EXISTIN& UTILITIES INCURRED MRIN6 THE PROCESS, THE CONTRACTOR2. EXISTING DEVICES WN SAME AS FOR NEW EXCEPT DASHED; DISCONNECT AND A PENDANT, INALL MOUNTED. SWITCH a, CIRCUIT :2, A IN FIXTURE SCHEDULE. IMMEDIATELY T TO THE OINNER AND SHALL IMMEDIATELY REPAIR AND RESTORETO ORI&INAL CONDITION RECONNECT DEVICES AS INDICATED. 'POST TOP AND POLE MOUNTED LIGHTING FIXTURE INITHOUT ANY ADDITIONAL 005T TO THE OVV XR REMOVE EXISTING DEVICE AND OUTLET. E:�* SINGLE HEAD, POLE MOUNTED PARKING LOT LIGHTING FIXTURE. 2. THE CONDITIONS EXISTI N 6ROUND STRUCTURES, H AS BUILDIN65, CONCRETE PAVEMENT AND X EXISTING DEVICE AND OUTLET TO REMAIN. SLABS, EOUIPMENT SUPPORT PADS, PA INC LOTS, AND ASPHALT PAVIN& AS SHOM ON THE PLANS ARE XN EXISTING DEVICE AND OUTLET IN NFA LOCATION. -0 DOUBLE HEAD, POLE MOUNTED PARKING LOT L16HTIN6 FIXTURE. TAKEN FROM ISTINS-9 RECORD DRAY4IN65 AND VERIFIED BY FIELD OBSERVATION. IT SHALL BE THE CONTRACTORS I ILI TO ACCURATELY LOCATE ANY ABOVE GROUND STRUCTURE THAT MAY >8 REMOVE EXISTING DEVICE AND PROVIDE BLANK PLATE. BOLLLIGHT FIXTUREz X IN ITN INSTALLATION OF IN . A DAM TO EXIST. STRUCTURES SUL.TI M REMOVE EXISTING ICE AND OUTLET AND RELOCATE! TO NEW LOCATION. � IS K, THE CoON11RACTORIMMEDIATELY REPORT TO THE OMER AND SHALL REPAIR TO MATCH w DITTO GT TO O XRN REMOVE EXISTING ICE AND OUTLET, PROVIDE NEIN DEVICE AND PLATE. FLUORESCENT LIC TINCT FIXTURE AND OUTLET, CEILING, PENDANT, KALL ISTING AT NO � 1 MOUNTED, 5WITGH a INNM LAS AND b OUTER LAMPS, CIRCUIT 2, '� B IN FIXTURE SCHEDULE. Ess✓ 3. THE CONTRACTORSHALL USE SUFFICIENT 5ARRICADES BARRICADESAND TEMPORARY PROTECTION DEVICES TO PREVENT AFF ABOVE FINISH FLOOR MTD MOUNTED � ~ E5TRIANS OR NON-AUTHMIZED ACCE55 TO ANY OPEN TRENCHESCONSTRUCTION ACTIVITY. THE FLUORESCENT STRIP OR INDUSTRIAL L16HTING FIXTURE AND OUTLET, 10ABVE FINISH GRADE XAFG MT& MOUNTINGS CONTRACTOR SH VI 5 PLA TO GO HES IN TRAFFIC AREAS A PLY OD To CEILING, PENDANT, WALL MOUNTED. � • �U�, , .-- . COVER TRENCHESmsemeRE DwiNss Pmiops meN TReNoHesARE UNATTENDED. AL ALUMINUM NL NIGHT LIGHT �� � p . ��) 2 DUPLEX CONVENIENCE RECEPTACLE AND OUTLET, (VERTICAL] *I�a". No,E01458' T SH IMMEDIATELY O oIN ,+ AIR PAVING SIx7 L CONCRETE AMP AMPERE NTS NOT TO SCALE CIRCUIT 2, GFi=t�►� FAULT, CIRCUIT INTERRUP'TEER WITH PUSH-TO-TEST 4. CONTRACTOR 1 I T T � � EXP.613 10 AMERICAN VVfRE G NO AND SET E�lTTONS, AREAS DAM GUT TO TH 15 CONTRACT TO MATCH EXISTING. C CONDUIT P POLE w.. 5. ALL CONDUCTORtS SHALL CONDUCTBE GO MINIMUM ALLOPEDYiIn 51ZE 15 # 12 A046. CONTRACTOR SHALL JUNCTION BOX KALL /CEILING MOUNTED. Idw INC BRANCH CIRCUIT (HOT A "TIM' GO UGT ) YVI SIZES BASED UPON THE ENTIREBRANCH CB CIRCUIT BREAKER PNL PANEL CIRCUIT LENGTH AS FOL.LO : GL CURRENT LIMITING PNL5RD PANELBOARD RACEWAY RUN UNDER FLOOR OR UNDERGROUND. GLC► CEILING I Ltd POI SINGLE LINE DIAGRAM ° n o u FOR 120 VOLT GI UITS: I O Y RACEWAY RUN CONGEALED IN WALL OR ABOVE CEILING. � � +� Co CONDUIT ONLY EMPTY RA0 a. VI 10 VVI FOR CIRCUITS AN 100 T SM THAN 1"75 PYR POM ,WITH PULL LI x b.. VIDE # TNI SIZE F GI ITS LA THAN 11 FEET LESS THAN 215 FEET. RPU RIVERSIDE PUBLIC UTILITIM CIRCUITS LARGER THAN 216 FEET S AN 42aT. ON . CONTINUATION (CONTINUED) EXISTING RACEMY. cc.. VI VI SIZE = SHT SHEET d. PROVIDE # 4 A016 Y41SIZE FOR CIRCUITS LARGER THAN 426 FES 13UT SHORTER THAN 615 FEET. GU COPPER _. -..- u EXPOSED.RACEAAY RUN E VE DUAL ELEMENTARE ro To p15GONNEGT AND REMOVE EXISTING CONDUCTORS, GABLES, WIRE HATCHED AREADIA DIA TIME DELAY " "` `� BACK TO NEXT ACTIVE OUTLETPANELBOARD OR TERMINATION, . aT R°�R ELECT ELEGTR!GA TELE TELEPHONE DEMO .. A ACCESSIBLE RACENAY5. U.O.N. w �, Q O OF THESE BID TI TENANT IMPROVEMENT °_ _. . ..... % DOCUMENTS Y ) EX15T EXISTING TTS SHONE TERMINAL BOA► HOMER , A=PANEL, I,3=0IRCUIT5, G=EQUIP AND/OR ISOLATED INCREASE EQUIPMENT G UCT AND RACEHAY 51ZES ACCORDINGLY TO MEET NEC REOUIREMENTS. TYP TYPICAL .A-I,3 GROUND BOND; CONTINUE TO RESPECTIVE PANEL OR TERMINATION DFA FIREALARM �� PROVIDE ADDITIONALJUNCTION / VI YS/5PLIGE5 REWIRED TO TERMINATE ALL CONDUCTORS INTO AC) Ln► E . oUL UND ITER'S LABORATORYTGTI PANELS LIGHT FIXTURES, RECEPTACLES, DEVICES, ETC. FAAPFA ANNUNCIATOR PANEL ? RESPEr FAGP CIL FA CONTROL PANEL UON UNLESS OTH ..R:VV15E NOTED �c MINUMUM 1/2" i•"°2#12AWG /4"G�- '' l2A+ VCS O © 'n G. G I GAL SH COMPLY TO CALIFORNIA NIA G ICAL GO (CEG) LATEST ADDITION. V VOLT RACEWAY &FI GROUND FAULT INTERIIIIEI� 1/2�G�-5#12,� O /4110- 12AY11 ► Z� � � o �. 2 �2b0O PRIOR TO W WATTS CONDUCTOR -- 1/2 G--4#12AY�► /4 G-8#12� ¢ a 1. GON GT SHALL RESPONSIBLE TO GALL. 'UND SERVICE ALERT" o I O CRD GROUND (C) (CND) SIZES, UON � COMMENCINS.5 ANY TRENCHING. THE EXISTING► CONDITIONS OF BELOA GROUND PIPING AND UTILITIES SUCH AS &AS HID HIGH INTENSITY DISCHARGEw WEA OF DEVICE. � MAINS, ViATER MAINS, SANITARY SEYCIRS, STORM SEYERS, ELECTRICAL GO IT'S, COMMUNICATION GO ITS NEMA 3R ENCLOSURE FLEXIBLE CONDUIT AND GONDUGTOR5 SAME AS BRANCH CIRCUIT. 7 EWA M AND OTHER UTILITIES ALONG WITH ASSOCIATED VALVE , VALVE PITS AND MANHOLES ARE TAKEN FROM HPF HIGH FOV . FACTOR PROVIDE 1/2"0-5#12 AYVG TO DUAL SWITCHED LI6HTIN6 FIXTURES. 0 EXISTIN& RECORDI NGS AND VERIFIEDBY FIELD OBSERVATION. IT SHALL BE THE CONTRACTORS LPS LOW F :5SURE SODIUM ao O IBILITY TO FI VERIFY EXACT LOCATION D OF BELOWI G ND PIPING A UTILITIES LTG LIGHTING RACEWAY STUB OUT (WITH ELL) 4 GAP (ABOVE FINISH GRADE). IN THE IMMEDIATE VICINITY R SHOAN ON 0RAAIN65 OR NOT. CONTRACTOR SHALL MARK ALL EXIST. PIPIWv AND UTILITIM AFFECTED BY THE Pow USING UNDERGROUND PIPE LOCATOR TO LOCATE MEGH MECHANICAL ` 7- TELEPHONE RACEWAY. 3/4110.0. (U.O.N) z POSITION Of PI CONDUITS AND EBY SPRAY PAINTIN& LOCATION OF PIPES AND CONDUITS ON THE MSB MAIN 5WITG A -' SURFACE. 5►IGNAL. RACEWAY (DATA, VOICE VIDEO). 2116.0. (1.1.O.N.) w RACEWAY STUB UP. RACEWAY STUB DOWN. TT'B RACEWAY STUB DOYEN. TELEPHONE TERMINAL BOARD. WLd UTILITNr COMPA Nr < PANELBOARD, SURFACE MOUNTED. PANELBOARD PLMOUNTED. "" 1. VERIFY EXACT LOCATION AND SERVICE oUIREMENT5 WITH THE POLLOVVIN6 . W COMPANIES PRIOR TO BID. 221 MAIN SERVICE SWITCHBOARD CL z w TELEPHONE CO. PDESTAL. Li PACIFIC, GAS � ELECTRIC (� �E) CONTACT. RU55 CRACKNELL C„' 505 4B4�-4424 HA�NDHOLE �CA�ST COt�i�E'TE CONCRETE SOLT DOYVN COVER PROVIDE W � TEL ( � H , (STEEL. PLATE BOLT DOWN COVER RATED FOR H2O BRIDGE LOADING AT A.G. W PAVED AREAS)S) LETERS 116HTINO" ON COVER, 5-3/4" X 14-1/8" X 22" 2. ACTUAL LOCATION OF UNDER6ROUND CONDUIT 4 PLACEMENT OF SUE35TRUC11JRES DEEP ID U.O.N. SET ON ONE CUBIC FOOT OF GRAVEL WITH TOP I" ABOVE > TO BE DETERMINED BY THE RESPECTIVE: UTILITY CO. ENCS I NL RI N& DEPARTMENT. FINISH GSE (ONLY AT LANDS CAPED AREAS)• C ROUT!NG OF SERV I CE5 AS 5HOWN MAY VARY FROM ACTUAL. UTILITY CO. EX I5TIW%v &ROUNV I N6/6ROUNID ROD. C�1 INFORMATION ARE 5HOV4N FOR REFERENCE ONLY., THE CONTRACTOR SHALL BE I w 0 SPON51 BLE FOR VERIFICATION OF THE LOCATION OF UTILITIES IN THE FIELD. E2 DETAIL #i SIMIOVVN ON SHEET E2. l-- - - LTJ . ELECTRI GAL CON CTOR SHALL PROVIDE AMNO I NSTAL.L ALL PRI MARY AND � , WEA OF, NEMA 3R PULLDOX. o Q w SECONDARY CONDUITS, NCH I NG AND BACKFILL, HANDHOLES, TRANSFORMER � co PADS, GROUND!NC-7 AND OTHER GONC TE`5UBSTR,UGTURE5 IN ACCORDANCE ANCE DATE ✓WITH PC74E REGUIREMENT5. 11/07/08 DRAWN BY: 4. THE5 GTIVE UTILITY Co. FINAL DR NI NC75 SHALL TAKE � FGEraENGB M U,J Ls � OVER THIS PLAN AND BE THE ACTUAL CONSTRUCTION DOCUMENTS. FOR. CHECKED B Y: N w IL1 1 N I BIO PURPOSES ONLY. O 1045 14 St., SUITE 110 0 Z,C Z SANK DIEGO, GA 92101 JOB N O. , ° ° (619) 398-347'9 ACTUALLOCATION OP U ERGO CONDUIT PLACEMENT OP 5UB5 CTU S 5. TRENCH, BACKFILL AND REPAIR (TO MATCH EXIST. COND I TI ONS, EXIST. FAX. (�19} 398-3492 013 -o�-101 SPECIFICATION NO, W T BE DETERMINED I NED BY CON CTOR. CONTRACTOR SHALL FIELD VERIFY ROUTING STREET PAV I NCS. OV I DE NECESSARY TR.AFF I C GONDOL, BARR I GADE5, c A . ENGINEERING,INC. o � 2008-005 OF RVI GES AND FAM I LAR.!ZE WITH EXI STI N& CONDITIONS PRIOR TO 510 TEMPORARY EOUIPMENT, ETC., TO COMPLY YVI TH G I TY OF ATASGADERO SHEET NO. 0. VERIFY k ELECTRICAL CONSULTINGENGINEERS CONTRACTOR SHILL CONTACT � 4E TO EXISTIN& G CONDITIONS. AND THE SPEGTIVE UTILI GO. REOUIREMENTS. . AND LIGHTING DESIGN ($00)227--2600 E - 0 ,, 1 2 TOTAL NO. OF SHTS: 32 TERMINATION w PELDED TO POLE, AITH 5OLT ON L , INSIDE ' PROVIDE 51LICONI: SEALANT AROUND ANCHOR LI&HT POLE BOLT HEADS CONCRETE BASE -.1111—BOLLARD METALLA SHALL EXTEND 2" PIXTURE TYPE P COVER. SA FINISH AS (O CUr PI � ABOVE GRADE FOR C P LE• 5TAINLE55 MEL 6ROUNP BOND AIRE. FIXTURES LOCATED PACK SOLID V2 SHEET METAL PAN HEAD HA LE IN LANDSCAPED NON—SHRINK 64 ,1T • COVERPLATE. AREASS, BETWEEN FIXTURE BASE 01 ooAND FINISH �►RA . Z X IN LA A AREAS, T' CONCRETE PAVING SHALLCONCRETE E 2" AF&; (S� W ,� FINISH � PLANS) O 1 T GONG 4 5/4 X2'7 LX3 GEr L BE FLUSHINITH &RAPE16 MIN. ANCHOR _ ,_ BOLTS. �a'i "E / iI ISI I ISI a i a i(. . I ll!=L i— �5 a • �i TIES AT HA PAVI ^f I{=1{I f) �. �. a II1=11(- ° . II� ° lel{IIS a, � 100, 1 I/2 OrCr (S LANDSCAPE FLANS) -III 1 ii 7 NCr Y (4) 114041 ,) Q all'a a No.EQ14587 6ALN/ANIZ D Il II .,.: -- ; • ; '" iE I i irl---I � ii � i � -i1 i--�� � � �NIN) EXP.si 10 ..ANSR �D � 624H - r I f DTI I I • • . �_ w-t POURED WO "�I i� "".".' '"'%". "" (; ,;!1— —L!!,j!U- ,I - "Ll' BLOND SET d _� �� �_ 24 IN 26" DEEP 3000 1 MIN. 4 CONCH BASE , TI AT44-4 — #5 ° Q Q Q A 12" O.C. CD RETS BASE u � r ; 6 VERTICAL "MINS n E1..EGTRIGA�. C � .L. O+ IT A� HI SI 2a DIA. CONDUIT 0 OUN 24" CONNECT TO PANEL AS f NOTED ON D INGr DIA. L IDETAIL BOLLAfRDBASE DETAIL C�.2 _ NOi:� X0.2 SCALE= NO SCALr b 1m Q u `Z a 01 P'�.'aV f DE CONCRETE B�t�3� AROUND .a�.�ND N 2O" V f i NG Y41NOON f S P I XTURB (5 r= L.AsN05CAM PLANS) � �' � � ' �.....,., ..�. ..._....... .. ASPHALT HAi� " .5CAPE PAeVIN& � , ® ® BLANK METER ui I � I ,, I SOCKET WITH ASPHALT d TEST BLOCKS ` 15O° 51DE z HINGED OD. _ _ I T 1 1=1 I 1=III--i. TYPE �, El i1=1 I ISI LO CENTER _ SECTION COVERS ll1Li=Ill-1Ll= i INI�� 16 POSITION 1... ..... ... _. . =111 -- I 1 FIXTURE P.E. CELL 4---� Ill•-1 I-- 1111= -l.l.l.=lLI=.I.l.1 YV MAIN ..� I T� „ MINATIaN ' ,__.__.,.._....,: .;,____ _i I I�-�--III----1 I ISI . i 1 11 f 1=!i Iw CONDUIT T ,SND INI fRE5, � CONNECT TO I 1 111 lI!=1 CONNECT Ta CONTROL.BREAKZRI r 7 Tf CLOCK I LANDING =111 111=1r I= NEXT FIXTURE XTURE I r I L__J HNC La I CONN III I I! PANEL. AS NOTW ON I r I C ACCESS I 1 UAB"' NON-�T,�►f=' Ow1 17iW1Nt�►. uaNEXT - 11 01 1 H I 1 STEEL POLE 4" So. X I ; � I I 1 r-'-•, I I PEDESTRIAN i�:ONAY Za I�OC)T X I I GAU-° POLE . ...r......,. ..� 12OV CONTACT" SHAFT. EXTERIOR FINISH m I BLOCK I -- --�'�' SEALABLE AND WAi�N{NG 51C�N I REMOVABLE ELECTROSTATICALLY IN ww6 RADE L16HTIN6 FIXTURE DETAIL. ._.w. I APPLIED 5 MIL. MINIMUM W I SERVICE THICK, BAKED ON P® TERMINATION x--0.2 SCALA: NO SCALE C!� PINI CONC HOUa INC- I COATI NCS IN DARK 6 EN FINISH. T_ V) ,� P 4'° THICK. P $HA�LL CL EXTEND 4" BEYOND PANEL < COVER. PEDESTAL SIDES) SL .T OUNDING TERMINATION W PAD Y M PEDESTAL, ED TO POLL, WITH La�J . 211 AFGr O V�ITH HIN HOOD LT ON LUCa, INSIDE POLE. CL 0 N 1SO DE6 OUTLETai IRRIS►ATION � . #10 A�r�► GU. PI CONDUITS SHALL. CONTROLLER Fm�-- METAL BASE PLATE GROUND BOND INIRE. BE PVC COATED --- Lli COVER. SAME FINISH AS 81610 STEEL �r+��rr Lij �. p��ry - -14ANDHOLE 4 �iry���/�+�. i \+/LEr STAINLESS STEEL COVERPLATE. (2 MINIMUM) �� PINlSH M/��/ W+'irr 0 .5HEET METAL. PAN HEAD r WRENS. I 4-5/4"X 7"LXS11 I N LANDSCAPED AREAS, TOP OF MIN. ANCHOR N I III M I I I III I I -- ? ' 1 ,o � 111—:-] c,n CONC SHALL E APC; BOLT5. -'111 f I I� - 11- OTHE 1SE TOP OF NC =III I I Ld , SHALL BE S WITH G CONCRETE PAVI �) I I= — - 12 5or x 12 DEEP ti � 1-- � LL CONCRETE 33A�" h--" z � � . . . ... .. . 52" INCOMING SERVICE W } . Y,® STI ES AT w X i-�_-.aIii I i ._ CONDUIT AND AI�, �N� LaY�I VaLT� OCCURS, r� v� L..�._ " —111=-8-111--1D11--�lli--1�1—I1�`I �1-1 _i 1i-ll1—I i i i--I M 1--I 11 I I i—i I i—i I I I I—I i f- CONNECT T O F'A� F'RaV i DE CONDUIT ONLY. a DATE: ~lli ...,._._ �I II i�( II lY1II-If T �`' -1 SEALABLEA POURED GaNGt" TS 11- Ili i T- -- 11 _ NOTED ON ORAININ67. _ , _ , , 11/07/08 OV LE BASE 3000 P51 MINS • . N " DRAWN BY: -� P' CUTLET DETAIL VICE a ° 36" MINI #5 TILS AT a MU,JLB TERMINATION I2" O.C. .�. CLEARANCE EO.2 SC FRONT CHECKED BY: IN CO R' I 6#5 VERTICAL CAL 3"MIN. G Z,C Z 01 TYPICAL 1045 14 St., SU 11 STEEL. RBBA 5 SAN DIEGO, CA 92101 JOB NO. BOTH SIDES ROUND C:AC►B. 24" RHONE: (619) 398-3479 013-�--08-�101 FAX: (619) 398-3492 DIA. SPECIFICATION NO, CONTROL 50LARPANEL PEDE!5TRIAN ENGINEERING,INC. 2008--005 a SHEET NO. 0. AALKV4A*Y' I51(5NPOLi.— MOUNTED ELECTRICAL CONSULTING ENGINEERS METER/PANELPEDESTALDETAIL SCALE r .r.. r�r p SCALE: NO SCALA AND LIGHTING DESIGN - 0 . 2 �O.2 a Na 4 CALF PROVI#+/ I 71TH C""'T)- 0� M+a.A� E „,r.�,�r,,, � = ANC BOLTS "L STYLE”. ��oo�z��-zoo O g TOTAL NO. OF SHTS: 32 w ASBUILT p t9 DATE � c - INITIAL. " ---------- _--------_________,____ _.... �, .A .__n._._..._.____.._w.. ._...___.. ___..�__...._ _. . � __.___. �,�. .�__�._M � � e__ e ry.. � 4____ _________________.__rr_� __ w..�__.______._______________.__ --------_._...._._._____A _ .�_.____���.�-_ ______ . . ,� ...���,,��.�._._�______�___�e�__,_______m._n.._.__.----------- ------------- LI&HTIN6 FIXTUREUL ELECTRICAL SPECIFICATIONS ---- DESCRIPTION LAMPS AATTS MANUFACTURER 4 CATALOG NO. POLE MOUNTED ACO N LIGHT FIXTURE, WITH DARK G EN FINISH, (1) IOOW HPS 116 HOLOPHANE "WASHINGTON POSTLITE" 1. TH15 SPECIFICATION AND THE DRAWING5 COVER FURNISHING AND INSTALLING COMPLETE AND AND BUD PINIA Ls 12OV. COATED EDI*1 #WAU IOD N"1-N-5 OPERABLE LECTRICAL SYSTEMS. , MED BASE ANTIQUE STREET LAMP POLE: , I _ 2. THE SPECIFICATIONS G CONDITIONS AND SUPPLEMENTARY CONDITIONS ARE A PART Or- SEE REFER TOS ET #PA 111112 2FGIU5 5 � SPECIFICATION. THIS � "o' 4/L- "LIGHT FIXTURE" F-12MEC 51i6 O T SCADco I S. SUBMIT FIVE (5) COPIES OF A MATERIAL. L15T OF ALL MATERIALS PROP05ED FOR TH15 PROXOT" AND SHOP DRAWINGS OF PANELBOAROS AND SWITCHBOARDS AND CATALOG GUTS OF LIGHTING y ; FIXTURES. o x IN G E LED LAa I NG G SS K LIGHT` FIXTURE (10) LED'5 12 MILIAMPS LIGHT GUARD SYSTEMSE3 , INC. PER FIXTURE 1"' R FIXTURE LEO LASh : TYP 615-G GTRIGSL WOR 5HA►LL COMPLY WITH LATEST ADOi�TED IrION Of LOCAL GI1Y Oil COUNTY > bi CONTROL UNIT: LGS-SOLAR SYSTEM SOLAR BUILDING CODES AND CALIFORNIA ELECTRICAL CODE SEE D. AND REFER TO SHEET CELL PANEL MDE5TRIAN 51&N: L&5-1611 1 A-2 51r,.5G 055 FLA LIGHT Q' �ESS/ PUSH BUTTON: LG5� PBA S. ALLEGU! T SHALL BE NEW 4 LISTED BY UNDER i�'5 LAB (U.L.). . CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND SHALL BE RESPONSIBLE FOR ALL DECO T I FLUTED 4a" HIGH LLA L 1 GHTI NG FIXTURE WITH (1) 5OW HIPS 65 ELA LIGHTING I NSPECT I ONS BY LOCAL AUTHOR!TI ES AND UTILITY COMPAN I E5. ci � OP LENS DARK 6REEN FINISH #2OV, COATED EDIT N0.E014587 5 MED BASE 1. SUBMIT "AS-BUILT-RECORD" ELECTRICAL. DRmIN+55 AND COPIES OF TYPED PANELBOARD SCHEDULES. EXP.6 90 SEE F-12MM r2H6LL 09 !23�r QF_ 616rore620Q Cln� "o. A` REFER TO SHEET a, 5 � I T' � x 5/L°- "BOLLARD FIX S. ALL WORK SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR FROM TIME OFFICIAL DATE OF ACCEPTANCE BY THE OWNER. KA%LL PACol< FIXTURE, HEAVY DUTY COPPER-FREE O I E CAST (1) I OOW HP5 116 GUTH LIGHTING �fi. CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL DIMENSIONS, SITE CONDITIONS AND COORDINATION ALUMINUM HOUSING, POLYC.A LENS, STAINLESS STEEL COA D ED 17 #WL 15-P-I OOH-�M WITH OTHER V K. r11- 0 ,,, SIDE ENTRY K,N0GK0UT"5 FOR T WR ! ING PARK MED BASE HA , ° 0 RO PO ER COAT MINI , 12OV. 10. ALL CONDUCTORS SHALL BE MINIMUM SIZE #I0, a , COPPER, T'HY�N/THHN iNSULA�TiC�N, GOLOi�. 5TA4NOAi"' S 41 G- HT l�lX i . CODED AND INSTALLED IN CONGEALED AND EXPOSED RACEWAYS. . 5 MORLIT LIGHTING I I. NON METALLIC CABLES An NOT PERMITTED I-OR WIRIhtG. 0 VANDAL RESISTANT 15 ROUND DECORATIVE L MOUNT FIXTURE, (2) 26W CURD - WHITE OPAL LENS, LID FRONT ACCENT, sumAmE FOR YET 5000K FII_FI`'_W0_226G- _1NL_5_ION EXTERIOR LOCATIONS (EXPOSED TO WATi°�i� L{STING B FIN! 12C�V. 12. VIDE RIGID GALVANIZED STEEL (RG5 CONDUITS ON AND INSIDE AL.ON TUNNEL WALL. RG5 CONDUIT SHALL HAVE PROTECTIVE i=INISH COATING► ON INSIDE... AND two OUTSIDE. RACEMYSAND SUPPORTS SHALL BE PAINTED TO MATCH EXISTING SURROUNDING AREAS. POLE MOUN17ED 20" OPAL SPHERE GLOBE LIGHT" FIXTU , 111TH (I) IBOYSI HPS 115 HOLOPHANE "UTILITYISMA SPHERE P05TLITE'° Q ° DARK cwemq FINISH TO MATCH POLE PIN15H, 1 OV. Cc?ATED ED17 #FSU-1 A HI''-M -P, RK C► N-M-S- 'G 15. UNDER6ROUNO OR UNoER-SLAB IAGEWAYS SHALL BE PVC 50HEDULE 40, WITH 6ROUND CONDUCTOR. UA MED BA5E „ IA" SERIES POLE: N HOLOPHANE GOLD 14. ALL ELECTRICAL MATERIALS AND EC�UIPMENT EXPOSED TO WATER OR WEATHER SMALL BE WEATi - FER TO SHEET 5-5 BRIDGE © u ,a #G7/I��GI�-Y " OF AND NEMA 5R ENCLOSED. � � N ENHANCEMENT DETAILS FIM99 SHALL BE CITY OF ATASCADERO CITY o aTAM692 ESEE1 Ll!�?�-EIXTU15. NAMEPLATES .SHALL BE MIGARTA PLASTIC, WHITE FACED, BLACK CoORE PLASTIC LAMINATE, < m N 3-INCH BY I-•INCH HI&H MINIMUM, FOR DISCONNECT SWITCHES, PANELBOARDS, FEEDER SWITCHES � x ° © � a p� ES GN PLAN AND BREAKERS, r < � � 00 'i" DIA. n0 1GHT WITH LOW - R ALLOY CAST TRIM RING, (1) -1011 HP5 q5 �' ! L #RHL-� �- -4�lM--o- -T�-O °~ d WHITE MARL E FINISH TRIPLE GAS D, HPF BALLAST, D DI . PROVIDE V COATED Iia. RECEPTACLES AND C�UIET TO SWITCHES SHALL BE SPECIFICATION GRADEi X , PoLYCARBONATE LENS, ZING COATED STEEL HOU5INrv, MED BASE FAULT INTERRUPTER RECEPTACLES INHME E SHOWN. PLATES' SHA LL BE SMOOTH PHENOLIC STAINLESS STEEL 5G WS, 120V. COLOR A S DIRECTED.. PROVIDE HIN&EV METALLIC &A�c T� D PLATES AT INTERIOR � PLASTIC, a, j. MATHERPROOF OUTLETS AND 'IMT LOCA TION 141 TH COVER OPEN" GOVER5 AT EXTERIOR a . X 12" DEEP ACCENT U '�-L 1 C OPT W I YH ASYMMETRIC I SOW f 'S 5 VESI GN PLAN WEA THE 00F OUTLETS. � #O" C� # � � SO H�'5�4�55�0-°l�--T�O � } STA�1 NL 5 STEEL P , .STA I NL.E55 5 EL SG W 5, COATED EVII`� 255 Lb BOXES SHALL BE GALVANIZED ONE PIECE ME55 ? STEEL, 4" SOUA�RE BY 2-I/�3" I�S��' w E D GLASS LENS, 120\/. MED BASE 1�. ET FOR YS UNC I" 51 ZE AND 4-11116" 5OUAtRE BY 2-1/6" DEEP FOR RACEWAYS I" 51ZE AND � o LA ER. MOUNTING HEIGHTS SHALL BE TO CENTER OF OUTLET BOXES. i5. PROVIDE HEAVY DUTY 11I5ED SAFETY DISCONNECT SAITCHE5 FOR ALL MECHANICAL 50UIPMENT, WAS FUSES S . OUIRED ON EQUIPMENT NAMEPLATES. CLA55 RKI, BUSSMANN #LPN.RK/LPS.RK, PE, GL, TD. FLEXIBLE METAL CONDUIT CONNECTIONS. Iii. LIGHTING FIxTURE5 SHALL BE- A5 SHOWN, COMPLETE WITH LAMP5, z 20. M CUTTING AND PA�TcHIN& AND ORILLING OF THE GENERAL CONSTRUCTION WORK WHETHER `� FIXTURE � EXI STING► OR NEW, WHICH MAY BE REG UIRED FOR THE INSTALLATION OF ELECTRICAL WORK. CL 0 PATCH WITH THE SAME.. MATERIALS, YiORKMANSHIP AND FINISH AS THE OR16INAaL NORK AND ACCURATEMATCH ALL 1RROUNDIN6 WORK. t.,�.�1 <! NO 55TITUTION5 WILL. BE ALLO D Wlr UTAPPROVAL OF LANDSCAPE ARCHITECT AND/OR, OWNER 5 nFRr=5 �,NTA4TIVE. p_ 0 VOL ,�= CONTRACTOR 21. ALL WORK T BE FURNISH, INSTALLED, CONNECTED 4 TESTED.BY BY A CALIFORNIA LICENSED VERIFY VOLTA= AND EXISTING CONDITIONS IOC". TO INC? OF FIXTURES. IF THERE ,�i'' ANY DISCREPANCIES OF T C.� X CONFLICT. ELECTRICAL CONTRACTOR. w� � SH NOTIFY 1 OF FIXTURE bi 22. PROVJOE TYPEY4RITTEN PANEL DIRECTORIES FOR ALL PANELBOARD5 AND LOA OENT5m. FIELD � t� VERIFY CIRCUITS. W elf H— `6 J-— ' J c� a �► W DATE: r 11/07/08 DRAWN BY: MU,JLB yyM W� CHECKED BY: CZ,CZ 1045 14 St., SUITE 110 E SAN DIEGO, CA 92101 JOB NO. PHONE: (619) 398-3479 Ilk 013-08-101 FAX: (6 i9) 398-3492 SPECIFICATION NO, ENGINEERING,INC. 2008-00 SHEET N0. s ELECTRICAL CONSULTING ENGINEERS 4 AND LIGHTING DESIGNOr, 3 y (800)227-2600 TOTAL NO. OF SHTS: 32 Ao BUILT .W � i r i i�L SERIES RATED FOR 42,000 AIC � 1:20/240 VOLTS, 10, 5 KRE 50A/2P MAIN CIRCUIT BREAKER TYPE:FNL MFA N001 iw PE5TAL MOUNTED ORD. 4 NEUTRAL BARE 100 AMS' BUS VOLTAW5 42,000 A!Ce VOLTAMP5 DESCRIPTION A 0 5 0/5 K o pKT G/B - 0 A 0 B DESCRI PTI ON TUNNEL L 1 HTS 446 20 1 A 2 SPACE —METER/PANEL PEDESTAL "MPA" 2 TUNNEL L 16HTS 4q& 20 5 5 4 1 SPACE • - as�•s.awwrw..r+—www r.i....srr r w..w.........r.r.r w.....nrr w rw......w....wrwrsw ar r I BOLLARD ACORN, LT, NALL 255 20 5 A 6 SPACE o TIME CLOCK 200 20 1 B 8 SPACE MA 5R. STAINLESS STEEL ENCLOSURE SPARE 20 a A 10 SPADE SEE ELEVATION DETAIL #4/EO.2M P6 4 E METER I I SPARE 20 IIommmwwmww 12 SPADE I I 13 A 14 A z X 2P 15 B 16 0 IOOA, 120/24-OV, 1 gip, 5N, 4�2 KAIG I I I AI W PC74 E PO R COMPANY CONTRIBUTION d ' E 2 TO FAULT CURRENT WILL NOT EXCEED I I ESS/111, ' 21 A 22 42,000AMP5 SYMMETRICAL ` -.�. N � F T '�`` I 23 B 24 s 2 FINISH GRADE •- 4 SUBTOTAL 0751 6016 0 0 SUBTOTAL � Nd.EQ14587 p a .. A HI 514 PHASE VAm 151 AT 120 VOLTSXP goal TOTAL, 0151 61* 6 AN'In + 25%LCL 7 AMPS 20" WIDE GANNET OOB E30LT—ON GIRGUIT DREAKERS I L. I NE D IA6RAM MFA NEL KYO a 0 I 51TE LI6HTIN CIRCUIT SHALL BE ROUTED T'HROUC�H ► 20 AMP CONTACTOR AND _ "� " L LINE ! T!MECLOGK/P TO DELL 1�oR CONTROL. CPHOTOGELL "ON PHOTOCELL ""OFF") PONER N � 2 TH15 PANELBOARD .MALL BE EQUIPPED WITH A 10096 RA ..17 NEUTRAL BUS, AND A 10096 RATED D CONDUCTORS 1 ES ARE BASED ON COPPER CONDUCTORS WITH "THHN'° / °'THINN" INSULATION. C�ROUNP BUS. ` G � 2 PROPER—LY SHIM AND LEVEL PEDESTAL WITH " DIA. x 6" LONG MINIMUM CONCRETE LEAD 5PROVIDE UL LISTED AND CERTIFIED SERIES RATED CIRCUIT B"' AKERS TO ALLOW REDUCED ANCHOR BOLTS. (4) ANCHORS MINIMUM REACH SECTION. f RATINGS Oi DOWNS AMB AKERS. SUBMIT SERIES RATINIa POR :EVIEW WITH SHOP D�IN65. c SYSTEM SERIES RATING► SHALL BE 42,000 A.I.C. MINIMUM. PROVIDE NAMEPLATES READING "CAUTION: FOR G I U I T BREAKER SIZE, OUANTI TY 4 A!GTTI NCv, REFER TO CORRESPOND I N& PANEL SCHEDULE 42,000A SERIES RATED SYSTEM; 42,OOOA AVAILABLE. IDENTIFIED REPLACEMENT COMPONENT ON THIS ET. (T COMPLY WITH NEG 110-22 AND 240-86). • REOu1RED . � � m ia 1#2 TO &ROUND RIN&I PRWIDE PER 250-52 ( (4) UP—DATE PANEL.BOARD D I RECTORY. OU "C.-1 2 TO ROD. -1/4" DIA. x 10'-0" LONG► COPPER CLAD STEEL ROD. VERIFY'' EXIST. BRANCH CIRCUITS AND CONDITIONS IN FIELD WITH CIRCUIT TRACER. PROVIDE UPDATED18 :1 o PANEL DI trT Y. IF BRANCH CIRCUIT IS NOT BEING USM, REVISE PANELBOAR�' DIRECTORY TO u<_ � o � A► () 15"0.0. PER P 4 E REOUIREMENTS (PRIMARY PEES TO P6 4 E POINT OF CONNECTION. VERIFY READ: "SPA � � � « . EXACT LOCATION A I MENT, WITH PO R CO. BEFORE INSTALLATION. a �� . n CO EXIST. CIRCUIT BREAKER TO AIN WITH NEW LOAD. � . V `T EXIST. CIRCUIT BREAKER TO REMAIN WITH EXIST. LOAD. w� � a LOCA 0 N 8 REMOVE EXIST. CIRCUIT BREAKER AND REPLACE 1N1TH NEW CIRCUIT BREAKER. MEIN CIRCUIT EMAK A.I.G. � SHALL MATCH OR EXCEED THAT OF EXI5TIN6. OP 0� RATIN T � PEDESTAL � 51 TE L I�aHTI NG CIRCUIT TO BE CONNECTED TO ..X I STI NCS TI'I�GLOGKIPHc�TCaGELL FOR GC�N1"RD z Q ENCLOSURE. TC, : .. _ _. ..._ (PHOTOCELL °'ON TI MEGLOCK "0r1 ") N r AUTO a o 10 5lTE LIGHTiN CIRCUIT SHALL BE ROUTED THROUGH ,� 20 AMP CONTACTOR I A4D - TIMECLC�CK/PHOTOCeELL FOS. CONTROL. (PHOTOCELL "ON" Lz.J161� ,, TIMEGLDGK "OFF") i t Opp 1 I EXISTINC-► "PACIFIC UTILITY PRODUCTS" METER PEDESTAL W 20A/1�' ' a � 1 120/240 VOLTS, 10, 5 WIRE ErPOA/2P MAIN CIRCUIT BREAKER < I a 1 0 NL ,�: PEDESTAL MOUNTE17 6RO. 4 NEUTRAL BARS 100 AMP BU5 20A/lP , ! 4 L I GHTI N6►/LOAV5 � ...� 1 VOLTAMPS 42,000 AIG VOLTAMPa5 em"a I e . 20A/lP , I DE:56RIPTION � A � � G/B K � K C/�3 � A � � ,DESCRIPTIO CL 4 1 ! TIME CLOCK 200 20 1 A 2 20 SPARE < W ' 20A/IF, I 5 ARE 20 5 5 4 20 SPARE U C) I I h 20 5 A 6 20 al�Ai'' c/) 20A/Ip , I BOLLARD ACORN, LT, I L..L 235 I •- t..i i I 2O 1 8 8 20 SPARE Ld z 1 SPAN' �, �. ' 20A/lP ` 1 SPARE 20 41 A 10 20 SPARE . ..1 . I I � I : ELECTRICALLY HELM L 16HTI NG CONTACTOR 50A, SPARE 20 11 3 12 20 SPARE V) I ! 600V RATED CONTACTS. # OF DOLES PER PANEL 15 A 14 I I a � � SCHEDULES. PROVIDE FOUR ADDITIONAL CONTACTS 15 B 16 z I AS SPARE. : : I t � A l w «4 Fes- "-•- laJ I I ' 21 A 22 � ffi._ ? [-- Lij �- 2 B 24 W . : i i a -� o W � Li a_ SUBTOTAL 455 0 0 O SUBTOTAL HOUR I-�DAY TIME CLOCK W1TH BATTERY—LESS 0 A (P B HIGH PHASE VA= 455 AT 120 VOLTS � DATE: ASONOMI G 24 , rRESERVE 11/07/08 SE VE PO R TIME FEATURE, AND PHOTOCELL TIME CLOCK 4 AMPS � UIT5iASSOhON5 ��LE LINDIAM ��D TOTALvDRAWN BY.GON LLIN� 20" INIDE CAB1NET 005 BOLT-ON CIRCUIT BREAKERS PANEL SCHEDULES. INSTALLL CLOCK AND LAY INSIDE METER . MU,JLB PEDESTAL ENCLOSURE.� CHECKED BY: GZ,CZ 1045 14 St., SUITE 110 SAN DIEGO, CA 92101 JOB NO. PHONE: (619} 398-3479 f FAX (619) 398w3492 013 o� ;SPECIFICATION NO. " N L16HTIN6 Ou T"m"10-L 5OHtMATIO TC_��_ l ENGINEERING,INC. 2008-005 Q SHEET NO. g a SCALE: NO SCALE (LOCATED WITHIN 11MPA11,"'MP 3 , "MPC , "tvM" ENCLOSURE) ELECTRICAL CONSULTING ENGINEERS AND LIGHTING DESIGN N (800227-2600 E 0 ,, 4 TOTAL NO, OF SH TS: 32 AS BUILT' a DATE _j INITIAL ... . ---------- _._._. .m_._....---___.____..__ EXISTI Al PO POLEi H " ___� _., ..M _ __.. _..._. ___ _. _ .... _ _... ..T......._.µ,.._ . _ _ ._.__. __..._ .. ._ _.. _. . _._.. .. . .w._.... LOCATION IN E #i w. / a OH El. CSL OH / c •av:`jJ / / it ' . � �'• ` � 107 FES 1.4 MDR 1.5 � E DETAIL / s / SEE DETAIL -0, / / ! ,�. �o Uy IT Qj KEYFLAN � Exp.613 STING POLE411 � [::2] SGAL..E: NOT TO SCALE G LIC HT & FIXTURE NORTH EXISTIN& RECESS DO T FI RE TO BE aDISCONNECTED. REMOVE IN PA / ♦/ / r / �;., // / SEE ��,�� 7vjIREs AND LA A A EXIS / ® / / KEYNOTES. IXTURE HOUSSIN& AND CONDUIT ILL. I °GONG ( IN LOGATIO MINIMUM �AGEWAY �1��5 SHALL �� �/�"G � U.O.N. MINIMUM CONDUCTOR 5IZE5 4° A� C � . C , G-7. RN ®' ° ��o ' './ / •,� INTERGEFT AND EXTEND EXISTIN& STREET L16HT CIRCUIT TO NEW LIGHT POLE / , ,, ' : , :4r// ® r-IXTURE AS REOUIRED. CONDUIT, HIRE SIZE AND WIRE OUANTITY SHALL MATCH THAT OF EXISTI�J6. ° r p,� 2 /, / TYKE ° PROVIDE HANDHOLE IN EXISTING LOCATION OF L16HT POLE TO 5E REMOVED. INTERGEP I AND EXTEND EXISTIN& STREET LI&HT CIRCUIT TO NEW LI&HT" POLE © %;t ' ,. AS REoUI�ta. CONDUIT WIRE SIZE AND HIRE OUANTITY ALL MATCH � � / Sy / �.� � // �Ix"1'U o v N , ri THAN OF EXISTIN67r o 1RRICATIOhl CONTROLLER PEDESTAL. COORDINATE EXACT LOCATION AND w a INEISTN M ..NTS WI TFI LA►NI� G,�1 �4i�GH I TELT. z �' ' _ l REGUIRE a I� � .� � L.�.....J L....,...I L.,,..,J I 11 11 it 11 li tf it U ,. j 5 ® / Iman MAIN DISTRIBUTION PANEL MPA , M'Pf3 MF'G , 4 MF'D ELECTRICAL METER IN � < � w II _ t tt ' NEMA 5R PEDESTAL, SOA, 120/240\11 14), 3W. SEE PONER 5I N&LE LINE V I AG► M �4 / ® / •®, E1.3 SCALE: l 10 .0 ( FER TO SHEET E-�1. FOR COTE � IN�ORMATIOI� D DETAIL 4/E"O«2 / / o,� AN I NTERGEP I P&*E POINT Or- CONNECT I ON. VERIFY EXACT LOCAT I ON IN FIELD. U 49 / / z ROUTE CONDUIT ALONG WALL. VERIFY EXACT LOCATION IN FIELD. 5 / Al o ' / ,�, / / / S 5/4110.-5#10, 1#106; RUN CONDUIT EXPOSED ALONG TUNNEL. WALL.. � 0 �07 // r// // •. / �sO ic�l 444"0.-s#10, I#I06 !�� / N. NOTE NOT USED. . � // / / // � «�.�► loll IAIPJ 6FI RECEPTACLE SEE DETAIL IIE-1.2 (TYF'r Of: q) ILLI 4 IIG.--WIC. MOVIDE FOR A COMPLETE GR0551NALK LED FLASHIN6 SY5TEM CONNECT I - // /A / 4FO, AS 1""' oUllr'' V PER MANUFAGTUI"" RS RECOMM.,.NDATION5 (TYP) CL LLJ / SEE DETAIL ti fl / / W�' ° �'-� �'. EXPOSED ALONG EXISTING SIDE OF SRIviec (TIGHT AGAINST UNDERSIDE I.y1 z .» T'A'E G / / / p i' RUN CONDUIT E z 1 TYF'. Of: 2 / ' �s� OF LE06 ._..1 / I ( ° /® / 0 s C) h E I, yQCi� A 3R. FULL X. SIZE AS FE NECMINIMUM AT 15OFT 5TRAICHT RUN I / o o I WF', NEM C U) 0 z / / -O• �' INTERVAL5) } ..' RUN CONDUIT EXPOSED UNDERNEATH EXISTING BRIDGE (TIC HT AGAINST UNDERSIDE Lij CK I— / OF 13RI06E STRUGTU ' ) 1-- CK- U? 4CO & V) C) cjw 3: 0 0- FE / // / I--- i EE / / / ° INTERGL T AND EXTEND EXISTING 5TRET L16HT CIRCUIT TO NEW LIGHT POLE � z F / �. FIXTURE;hAS REOUIRED, CONDUIT, WIRE SIZE AND WIRE QUANTITY SHALL MAT014 W / / s / ,,, THAT Gr- EXI 0 C) Lij _ —5 n cn <^. / DATE: moi\ 11/07/08 V XISTINC PEDESTAL PANEL DRAWN BY: TO REMAIN. M / M U,JLB ° OBRA�iey I ' CHECKED BY:VERIEXIST. IN OLE INI� V�,V/CHTING W �✓r rXTURE 1045 14 St., SUITE 110 SAN DIEGO, CA 92101 JOB NO. PHON E: (619) 398-3479 013-08-101 (619) 398-3492 SPECIFICATION N0. ENGINEERING,INC. 2008-005 SHEET N0. ESTbESTRIAN ELECTRICAL CONSULTING ENGINEERS � 1.`'1 I AND LIGHTING DESIGN . FEVE51"Rl TUNNEL Miami � 1 I TUNNELDETAIL ....._....._ M. SGAL.E= 1" 10'-O" ( � T'O SHEET E-1.2 f�rEYNOTE INFORMATIONS 03 ($00)227-2 00 r it �, t„,, 11 �, MATION) 4 G 1 � 10 ( T+O. T E-1.2 FOR NOTED 1N , NORTH TOTAL NO. OF SHTS.32 ku .JA �� ` s � IMMAL ----------- --------------------- --------------- ------- i YIu1.161iAiMM1M1YMil rw err m wr OLTG-,4-,C ICERTIFICATE OF COMPLIANCE (Part o 2) ICERTIFICATE (Part of 2) L. SIGN ' PROJECT NAME DATE PROJECT NAME PROJECT NAME DATE AT SC DERO FOR DY STREET HARDCAPE •P ASE 2 FEB. 17, 2008 1�TJ4SCADEDO Ft�D STREET D-�ARD�SCAD 'E PHASE 2E ATASCADERO FOR, STREET HARDSCAPE PHASE 2B FEB. 17, 2008 PROJECTADDRESS Lighting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power Alternative 2-For Signs that ONLY use one or more of the Alternative 1 -Lighting Power Allowances technologies listed in M through S PRINCIPAL DESIGNER-LIGHTING TELEPHONE Building Permit ❑ Lighting power allowances for general site illumination on OLTG-2-C Part 1 of 4 G LO ZUNDGA 619-398-3497A B , C D E F GH 1 J K L Ni N O P QR a ® Not applicable Allotted Watts Lamp Ballast Desi n Watts DOCUMENTATION AUTHOR TELEPHONE Checked by/Date a GRACELI619-398-3498 Enforcement Agency Use ❑ Lighting power allowances for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 GENERAL INFORMATION Not applicable �' a� d7 E U 15 DATE OF PLANS �'�/�6�004i ,� ❑ Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4 8 .2 � to � � � _ C Y� wI\ ®UTDOOR LIGHTING ZONE ( One) ❑LZ1 ❑LZ2 ❑LZ3 ❑L.Z4 0 E m >a� �,. 0 u o '- x FUNCTION TYPE ❑OUTDOOR LIGHTING Q OUTDOOR SIGNS Not applicable : _o c .i u ,,l Lo �, �cr 6, -v a �- m x t5> .- ur ,,. o as w LL � Cas rtr ❑INDOOR SIGNS iu1 ,,. ^w p ► �, G 0, �" c ' '� c."1 ° as (/) ❑ Lighting power allowances vehicle service station canopies on OLTG-2-C Part 4 of 4 ro i7 ., a �, rc," •c, �IL o� m PHASE OF CONSTRUCTION Q NEW CONSTRUCTION ❑ADDITIONS ❑ALTERATIONS y pescri tion or �- "' v r,;�; `ca l-- as u- E'c p c �: tj '�'� ua �n C z c -5 STATEMENT,OF COMPLIANCE Not applicable p c c °'�` o ' c y E J 6 ` n : w CC5! LGCatl.an a) � � � � u" o x E � 2 � r 6 LN � � � � �w � �� ��� u n ® Sign lighting compliance on OLTG-4-C iu� i� w �c c r? i—t>ti Y / N = tJ. .a m ..� cy tti w Q R C This Certificate of Compliance lists outdoor lighting system specifications need to comply with Title 24,Parts 1 and 6 of the California Code of t� EM/ Regulations. This certificate applies only to.building lighting requirements. ❑ Not applicable I ® ®1.4 ❑ ❑ 0 ❑ ❑ ❑ ❑ t �� The documentation preparer hereby certifies that the documentation is accurate and comple Mandatory Measures on Plans Show that Outdoor Lighting Meets Outdoor Lighting Controls and Equipment ❑ ❑ ❑ ❑ ❑ ❑ ❑ indicate location on plans of Note blockforMan datory Measure DOCUMENTATION AUTHOR SIGNATURE DATE ❑ ❑ ( D ❑ ❑ ❑ GRACE ELS FEB. 171, 200 ❑ Installed lighting power has been determined in accordance with 130(c)1 N0.EQ14587 The Principal Lighting Designer hereby certifies that the pro ed outdoor lighting and signs design r ented in this set of construction documents is ❑:. ❑ El ❑ ❑ ❑ ❑ consistentwith the other complianceforms and worksheets,with the specifications,and with any other c culations submitted with this permit application. Not applicable EXP.813 10 The proposed building has been designed to meet the lighting requirements contained in the applicable parts of Sections 110, 119, 13p through 132,146, E] All permanently installed luminaires with lamps rated over 100 watts either have a lamp efficacy of at least 60 lumens per watt or are controlled by a El 171 El 1:1 1:1 1:1 1:1 and 149 of Title 24,Part 6. Pli'a514 T dr14'; motion sensor'132(a) ❑ ❑ ❑ ❑ ❑ ❑ ❑ • ® Not applicable hereby affirm that i am eligible under the provisions of Division 3 of the Business and Professions Cade to sign this document as the person rUAL X% responsible for its preparation; and that i am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed ❑ All Luminaires with lamps rated greater than 175 watts in hardscape areas, including parking lots, building entrances, canopies, and all outdoor ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ architect, sales areas meet the Cutoff Requirements of ' 132(b) 0 L�� ® Not applicable El ❑ ❑ El El 1:1 i affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537..2 or 6737.3 to sign this document ❑ El ❑ ❑ 1:1 . ❑ ❑ 0 ❑ as the person responsible for its preparation;and that I am a licensed contractor performing this work. ❑ All permanently installed outdoor lighting meets the Control Requirements of' 132(c)1 r., a ° ® Not applicable U i affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document because it pertains to a ❑ ❑ ❑ ❑ ❑ ❑ ❑ >w type p p p Building facades, parkin lots, garages, canopies, and outdoor sales areas meet the Multi-Level Lighting Requirements of 132(c)2 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ structure ort a of work described as exempt pursuant to Business and Professions Code Sections 5537,6538,and 6737.1 ❑ g g g (These sections of the Business and Professions Code are prints full In the Nonresidential Manual.) Q Not applicable c a MANDATORY AUTOMATIC CONTROLS a� D ,, ❑ ❑ ❑ C� ❑ ❑ �, o u PRINCIPAL LIGHTING DESIGNE2wNAME DATE LIC. # 2 u • CONTROL LOCATION AREA CONTROLLED NOTE TQ F1 Fvr Allotted LPD use 12 wafts/square ware foot for Internal) Illuminated Si ns, and use 2.3 watts/ft for External) Illuminated Signs „� UNlitaA FEB. 17, 2008 E 14587 CONTROL CONTROL TYPE IDENTIFICATION Auto Time Switch/Photosensor,etc. FIELD Note: If an Internally Illuminated or Externally illuminated sign contains light sources and ballasts other than those included in columns (M)through(S), such - INSTRUCTIONS TO APPLICANT OUTDCCWIIG G MPLIANCIE &WORKSHEET'S (0 box If worksheet Is included) ENTRY ARCHWAYPANEL KEYNOTE 1 PHOTO SENSOR/AUTOTIMER NEON SIGNAGE as incandescent lamps, medium base sockets, magnetic ballasts, etc., then the sign must comply under Alternative 1. However, unfiltered signs, and For detailed instructions on the use of this and all E'nerOy Efficiency Standards compliance farms, please refer to the Nonresidential Manual unfiltered portions of Internally and Externally illuminated signs,are not required to meet these Standards, oa published by the California Energy Commission. Q OLTG-1-C Certificate of Compliance, Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be incorporated in schedules on the plans. w -1- or O G-1- may be used for signs as follows: 2005 Nonresidential Compliance Forms December 2005 � Either LTG C LT C y g cin � 1. Use LTG-1-C if the project consists solely of indoor signs 2. Use LTG-1-C if the project consists of indoor lighting, and outdoor or indoor signs, but no other outdoor lighting. < 3. Use OLTG-I-C if the project consists solely of outdoor signs U a� I N 4. Use OLTG-1-C if the project consists of outdoor lighting, and indoor or outdoor signs, but no other indoor lighting. O LL OLTG-2-C LIGHTING COMPLIANCE SUMMARY. Applicable Parts required for ALL outdoor lighting allowances (Except for Signs) O En u' `� u7 0 < Co a ❑ OLTG-3-C AREA CALCULATIONS WORKSHEETS, Applicable parts required for all outdoor area calculations. U- z in hN � cn ® OLTG-4-C SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for both indoor and outdoor signs. P U 2005 Nonresidential Compliance Forms April 2005 2005 Nonresidential Compliance Fortes April 2005 4� z 0 w p Z W n M LLJ M LLJ S CL 0 U) NfW • LA U) z _ F LLJ ' z F— Lii .. Y / - W J `�y�/J Mr�MI..► W Cr_ DATE: i 11/07/08 �d DRAWN BY: MUAB CHECKED BY: u 1045 14 St., SUITE 110 '""�”" SAN DIEGO, CA 92101 J O B NO. PHONE: (819) 398-3479 013-08-101 FAX: (619) 398-3492 SPECIFICATION NO. ENGINEERING,INC. 2008-005 SHEET NO. 4 P ELECTRICAL CONSULTING ENGINEERS a AND LIGHTING DESIGN E 2 0 (500)227-2600 p TOTAL N0: OF .SH TS: 32 AS' BRULI DATA 8 IA141TI I � �.. _ ------------- ,�.M, , A. ___ v__n._.__..._ n._.__ .._.ma _.__ ___—--__-_ .__n_m,w a � ,._____ T__ r _ w _­­,4;­.­*�1,,"',­-.16�­,­",,,,,_.­­_,­­,­­_-_--------------_ � 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 . . � � � I . I � I I I . - I � � 1, ,,' I � . '. � I I I 1 . , I � I ,.� I . . I . � . I . . I � � I . � . . � . . I . I- % I I . . I . � � . � - . �. I I I . . . . I I . . I . . I . I ., . . I � I . .1.I� I I � . I I I I I I . I I I I . , � I I I . . I . � I 11 :, . . . . I I I I I . .I ..­..I I � I . � I . . . . I I I I . I .. . . -�_­_-1­--------11-1 . -1 � 1. I . I ..,11,. I '.. ­ .I I �� � . _-_-1. �___­__,��_-j___', I � � . I I . I� I I I ,, ­ I ",I I . . . . I I.,.I .I . I.I�,.1, � I -.I I z I 11 .. I I -_ . I k. 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I ' I ,�� 1, �N. . �'a .�'. . , � o I . . ,.� I -'-RO E, , 11 . . , ,:- -, CITY "*U�"r" AT-.-,A',,.�S�.-.�C,A,D.,,,lE..-," * , L:NOTE1411-1 I 'ICK ENGINEERI"G COMr),&NY SPECIAL NOTES.- 11 . , � .�..�"1 - ­ ., � . 0 .., I , . 4v , . , ­, ' ' - , � � I 0, -,'-.-.,-, _,� ­... . -­; . I I ­ _ I A. 1_"_�__1.__ . , , ''. . A, 1�-, 11 11-1 _ ­ 1 . - ­I..", .0111.10 -------___­­�.... .. � I I I ­... I , ___ ­� " . 4. . 1� I I I _1��77-�11_41 I:`�. I`,­, - � . . , I I I I ...­ --,r ,i - q...i'll'! ,1:.. , r : I 1 . ` , � I ­;. � . ... "I I � I I I .I - . .� . � � -T.. . 'ro-,,, � , k,jo-kov"'m-, - . 14 1 � I � : I ,- 10,0- . 4 - . ** , , I � . � I . � � I : - . k, , � . , .V,, , , ,. ,, . I . I� , I --"" 11 ,Oil,i.1�,�, . ­ I T, �" "' I , , j , . . . . 1 ,4: 1 . I � .� -""­::�- 11-I,I .1-11,,�, : I I I I � . , . I . I � �le., , ,4 ,� 1� X�'� . . I , I" ''' I : 1 , 4 , ., * * I 1. . . 14 1.I I - I . - . I . . I I I . _T: ,D, � ; : . ., . . . . � . ' ' ' ' ' . a � . . .­ . I . . - 'T , �I � - � .� , . I .-d . I. � r .. . I . .., -�-- 'K '$TARR-�T: W THOU -PLAN .../(��,, ITS A .�..,o - : x . . . , . , 1, . I 1. NO CONS TRUCTION -SHALL , ,.,,',', . I�� T . ., ,.$ AND )R ,'PERM, '. P:1PRO V ED 1. ANY QUESTION RAISED RELATIVE TO THE ACCURACY : OF IMPROVEMENT INSTALLATION ". ;: F-I . . � ., I . I_,_1 I . . � I . � . I , - : A,M`Irl,;L A 1"I'llf"A 11. ,, I*, ,. , : : . I . - . I . . , . . . ;"I � ;j.� . . �. I . . A. , , � I � � � : I . I I I I : I A. I . .�� .V�, , � � . I .. : ," 11"�I­, , . � TM "'NT ,ALL BE ! BE RAISED SUBSEQUENT TO COMPLETION OF THE WORK UNLESS ALL SURVEY . . w �, - :. . " " - . . . . , Ng��:.�. ;EPA R ,..,, .-�, SH ,. ,", - � ,� _1 _U�, I . ITME -'Y EN Q'I"N". BY THE CITY- ENGINEERING` 0.E.RAk R �', HE 'CIT .1, ,. e! ., " .R1, �,,� -1 A. , m D iff NOT , - .^-j 'm1.N 'I 0 �s , , . I . . . I J I I;h. .1 . I . . I � I I � . !, . �, . - ­.., . ­.,. , I— I .­ *� I I . M, Ut , � 'AN -� -C",f-. �. � � *. : � '' . . 41\7:-I ! I � : � . - . I I ­­I ."" I �_ -�__ I m �� � IT. I - - � I . , �� ,. * I . . . I . I . -4 � . . � . ,_ , . � -H STAKES NOT BE PRESENT AND VERIFIED . . ,. I .. .. " .d*,�,�1, . A, _ I I ,,Ir. 021A VIA-1 01!§ 45f.,p-Y-1-11, ` *`ING�­"CONSTRU C710�,� ','., ­)N$'T1RJCT, 0: � , -ARE MAINTAINED INTACT. SHOULD SUC , I,- . - - T, .. � � -A � - , , : I . % . - . I NOTIFIED �AT �IEAS 24 HO'U;R'S fffl- ,- T,ki��-R � N�,� ' Y I N STAKES * m_;4 i"� �. . i 911 - .OR . I : . � 1. I , .... �a .".- . �'� * . . 0, I -N TO' 111. I : . : � I I I� - T @, I I � . . . - � , . ''PONE -WITHOUT '.A:P�PR;O�'V�E-0,��O�LAN.�,',,S'�-O�R P'R­`I`Q`1R'- �NOTrFlCA` 'i �. 'HE '-CITY'-S EN,GINEE,RI I AS TO THEIR ORIGIN, NO CLAIM FOR ADDITIONAL COMPENSATION FOR CORRECTION : .* A '. I � - I � .,.' _ , " ,O T A : I . I I � � " '. : . ' I *Nt * . a . �. 1 4� . T . I . . . � � . I . : .$' ANNOR ,OWNER's - : N I I . � I I . LL 7C ' 'AT TH , 'CONTRACTO' . 01, . I DEPARTMENT' WI . BE R,,�JE.,,,TED -AND W.-IL-,L Bt � R ," , SHALL BE PRESENTED TO ANY PARTY AND SUCH WORK SHALL BE CORRECTED BY THE . . I . I I �, I., . I . . I . I i : : 1 �'41 11_-1 � ''I � ... � ., I . : � I I . RISK. AND EXPENSE, � I I � 11 CONTRACTOR AT HIS , : . : : . I . I . . � ROUNDED PIPE END$ I ! . I . . �! I . . : : : I I . I . . * : : I I . . I . . I I . I . , � . I . .. . ' - I : : . .1 I I - I ­__ .. PER - I ; ' * : � N� . � I . : I I I : I I . ..1.� , I ,.�ALL CONFORM' TO THE ,CIT,Y,.,.1OF ATASC : � ; � . . I � . - . I 1 2. IORVORK SH, I I .. ADERO 2. CONTRACTOR AGR ILITY : _;- . I , . . I 11 ­ . ­ . . � . : � . � . .".� ! �. �. I 0 .. . I I . . I I �. 0 . ! . ." I 1% I .. I I � . EC.IFI CATIO NS,�AND ALL- WORK S,H A L.L BE SUBJECT TO� THE APPROVAL FOR JOBSITE 'CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECTO -- -1- : _�_ . . . I m I . � . . � ' ., � I I -11 � : : i�� ; . . I m 'IN'G I I . I . : : : 1; � . .�.­ .X I . �� . � I I OF THE CITY ENGINEER i DEPARTMENT. ' � INCLUDING SAFET ND PROPERTY. AND THAT THIS REQUIREMENT I i i � . � I I I I . I , . I I ,". M . . . I - � . ­ I , I I ,.I i I I . .. q ,;o 4'.� 1--_�-­�� -' ­vP7' -7 I . I . . I ..''."., ,.�­. ­'­ ­­ I . '' .. . . I I ' ' ' . ,.:, SHALL APPLY CONTI WORKING HOURS; AND' : i i ; . . 1 114 , .;r.I I 4.1, * I.. � � I . . % , I� . ._4 . I. � I I . . � * : I .1 * - . - L I . i *... ---I�� I . ---- . I I..... .. I m I 1 3.� SOILS TESTS SHALL BE DONE IN -ACCORDANCE WITH� CITY OF' ATASCADERO DEMNIFY, AND HOLD THE OWNER AND ENGINEER I � . . ' ' � . . . . . ,d, : ! . I V,, , . � .I - -4 -- _./ . . . � . I � � I I , . ' I . '8 _- � . . . , , I I . � . - , , � 3' ­S' 'MU$T BE DONE WITHIN: 15 AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE ; . . � � I I I . . STANDARDS AND- SPECIFICATION& S"ECTION 4*0 o ALL TE�';`-.-T- : *. 14 . I I.. ­ � ' 'A- . 'm , I . I : : . � . 1. O .. I � 1 A* 1 . ' .1 I t � N : : ! I - . �'­, . � .1-IT..,I" , - � � "MAT'�,R,",TAL TESTING -'ESU H L. .C--.-.',L ,',ARLY' I DICATETHE # : I I . 80:0 , DAYS PRIOR 'TO: PLACING, .� R I f, EXCEPTING LIABILITY -ARISING FROM THE I I I . m . I . � m � . - I ­ ­ . I . , . � 0 : . . . 'd . , , .�. . I I " I I 0� � ­ , I " � I I " I US S� AL.I . . . . I . I � . : ­; ,. I � � ... . .d. �� I -,4 . �,.. k.,I A I i � z 1, , . � : . -d I I , , � . . 1 , SOLE NEGLIGENCE ENGINEER$ . � . O OF MATMIAL. . I . I I . . � . I I . . . I I I ,,, . . : wR I ­ �. . I . .. . I I. . , . . . I I I 1. M I" *­ '' ­ "I I 0 ' ' I I 1 I I . . , k. , V_ - . . ,.,d . ", . , , , , . _ t--i � . I I . A� . , . V_t�� . .14­ . ­ � V, , �&� ' '4 *, . 4 �1. I I I � . I , I , , I � �1' ' '11 I", .11'_11'1,,.� ,*,- -_4' ­ " '.. . I _. ... .1 .. "' ADE MATERIA .::..AND MATERIAL PLACED ,`**� � . I ; . . > � .. G. ... .., .. I. . . " .1. . . COMPACTION TESTS SHALL DIE '001NE ON, SUff." - '. ' - 3. NEITHER THE OWNERv NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES N_,-.��� : 4. � � I I . . �. ` " '-,* i. 11 I '': I AS SPECIFIED BY 'THE CITY ENUINE k ' �. A 1�1 .. ' � , I'll . , ;.A, --- ,E ING,I OEP .RTMENT. SAII .,S'T$ SHALL BE OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL I I r, . . . . I ui I I � � . .. _[ ,E . A to = , I %D . I � I I . : cr_ . . , � I COMPLETED BY A CERTIFIED 'SOfLS�' EN'G`�' NE 7RM A ND' '- PPROVED &Y. THE CIT Y ENGINEERING . SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR . � W-'MIN. ;�_ , I I.�- I I , I 11-011 � I , ''!Im . , " - * . I � 1'1'1­XT MATERIAL. , . . , . I . ... .- . . � �,�"'- , , � DEPARTMENT PRIOR TO, THE PLACING 'OP THE � m- � CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, I I . 1. " . . . I I . . . . � . . � . . �, � I �. . . � . I . I LAWS AND REGULATIONS. . . I I _11��. , ' ­ I . ' I I . .1 . � , . , .11. . "I* . . . \1' -8 ,. .�, . I - � A%l � A 1, I 'TEL -,'_O A RELATIVE COMPACTION OF 95% IN 1��tl " 1 5. SUBGRADE MATERIAL SHALL BE COMPAC '1� , - I � ", . � .. , �X'.t,� . , . .0 1� PLAN I , , tot" � . THE ROADWAY PRISM BETWEEN, F!"NISHED S U BC`,,`�,A,D E ELEVATION- AND O i 4. THE CONTRACTOR SHALL FOLLOW THE GUIDELINES AND REGULATIONS AS SET FORTH I I I � � , rl - . I I I � . Z�. NOTES . .� I -�, , I : zk � . i I ,so . to ....� . - 41 , I. . . I IV I- 0� � . _'111 -I .4 k9' ; I , .1 � _ENT -D ASOVE AND IN THE ' . BY OSHA. 'I\,. , I ALL MATERIAL IN- FILL SECTIONS: BELOW ,THE ".P',�)NE M IONE � I SECTIONA-A � 1, L ­�� ;:_� . I I- . SIDEWALK SECTIONS''SHALL BE :COMPACTED T 0, 40 REILATI-Vt C 0"MIPACTION-0 I . 1. THEE END OF CONNECTING PIPE SHALL NOT PROJECT INTO THE WATER WAY I*11.....I... ._,-�,-m--1� . ^1 & - ,��"�>-_ -: I , 11 I , m I . I I I � N, ,,, I . . ­ I I �-,�. , . . I I � � . . 5. THE 'CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL UTILITIES ARE 11 .41 m.4 -i ���,_ I > ,, ", I : . m . ' I m(le 4 � . W: , , , `44.�' 1 � � - ' ' ' �'. I- T I I . � , � , tyll .. %, I . 11 11 . - 1 60, 'A REGISTE 4ED CIVIL "`�G IN E,E R MUST Z'ERTIff THAT THE, IMP ROVEMEN I So W� EN I BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE ARE ANY QUESTIONS REGARDING 2. CONCRETE SHAL � , ,.?�, 11� ­ , ­ I 1, �. 111. I - � ,. 0) 4 CE .1 I �1. " �11 I . I � �. , 1 14 U, U.- U'..'. ' �'A - ­ E-� 11 I , . .. QMPLETED ARE IN 0 P I , ' ' _� R A ; ".-o i . .'' . %G . , . . 11. . I .m , �� I . R . ; CONCRETE LU . M.� CURB: AND G.0 , a� C . C N ;,RMAN . W114' TH Am'PP' OVED, P S 'P,',AI,0'I, TO TH ' RtOUEST THESE PLANS OR FIELD STAKES' THE CONTRACTOR SHALL REQUEST AN INTERPRETATION � � m . , .=* I - 1 . i I 1� I � - � , I - . � - . � ' I 1; . , � �I R' I _"woft� . . I ,: ,, n � I : �, ­R . . . m - "ED AF1 . I no SP� ' ,­,� : - .R01 . B., Pf ' ­ `V.�'. CONST .11 .1 I � . -, ti . %jv� FINAL I� ECTION,, MORO ,IN Q`$ 'A RE T 0 r _E zE AR,�� "' ,�4R ' (TION- BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT 805-544-0707. THE , ITTER PE . ' " 1, � - , ' r--^"j1_1 _�, I ., . F L � E D. PLAN ,1: ,5� ­.I �. . . , I � G � 0. .11. . E � , ii ' ' --T 'AND, EPXRJN , - ­ , , -' .- � is. COMPLETED. THE tIVILE,,�NGIN ER C`F--RTIFYING'�:THE IMPROVEM"E'NtIl"r$ PR ,., SSARY STEPS TO PROTECT THE PROJECT AND N SCALE . V, N, - ' * ' . 'DRAVINOS ,SHALL " . 1: 4 . I 11 . .,V . 11.�. . . ­. . PREUNT WHEN THE FINAL jN5PECTON IS MA D-.00 RTY FROM .ANY EROSION AND SILTATION THAT RESULT FROM HIS . I A�,�­N: . I 418-,TYPE A - . ..h I I I -I, , � � . � I I 11 � I , I . . . � .� ,� . �, . ROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY DESILTING . ON PLANS . . 4� �.,, . I ' . . I I . I L, I .. I . 1i -1 11 '"' I .' '; I ... I �:,­ I . . � I �� .. . , .", . . L . I , :, L . . I ,�� I. :"'� , . I . .- ­ � I . , I I . .� .: ­ I . � . -11 � . . . .. , I I ___1 "" A`Nb. S Ti*,Al OP'',CO .T'. � ' � I I . , , . � , 1. � I ... . , �­ -EM - ,I S, REQUIRED- PRIOR TO THE,,IS SUANCE OF AN � 7.: AN INSPECTION AGI,Dc ,'T ENT ­ . , BASINS,DIKESP SHORING ETC.) UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND I . ,RADE I I ,. lolm!m __.�-_ ---- � 'PERM,1-Y RT , N's RUIC- T-10N. ., � � '' ; ACCEPTED FOR MAIN ER OWNER, AGENCY OR ASSOCIATIONS IS TO I - TC L .11 - , I L�L . � � .. 1 . . I . . 11- 11'.11 ---------, . . �. , I . ­ I -". I . . . .I , � I . . .. - _ , , k ,0 I 11 � � ­ � I� .. . �'. . . . . . � I ,,, . . I � I � ­­ . ­ . I . , ; � � I PONSIBLE FOR MAINTENANCE. : MATCH\ .�" ­. .11 :"" I .1 ,�.�"...� � ,� -, � � . I . . *v � I . ; .. . I I I ... . . � I , ''.-�., L .� �, � I . '.., I �, - .1 1. .. ." ��,11 ....�. � I -P I I, � I . :1 BEEN MADE TO DEFINE T hA i LOCATION: OF UNDERGROUND� FACILITIES . I I EXISTING I.. . 1. I � ­ �-. .. , 1. ­ . '. I�. , 1. ._1 � _ . . . - � L. I I �­"I .. . . . . -0 , "u" :NSITION 0 t C , . . � . . I 11 . � E �q I . . .1 . I � I ". I ._?�� . , - � . � I , . , � - U) - � . . WITHIN THE JOB SITE - HOWEVER -ALL 1XVIS'TING UTILITY AN& OTHEI'A UNDOGROUND ''' 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ­­ I .11 . . . .� 1P - I . , 'p- - r.1- c� I1_q . , . I . -�' -, . - L I , . - . 1 . � ..;, li I : ) .. ,..." I . . .1 P9 v u I _ . .� , . � to . , � .L � ,:� � 'L �­ . 10CATIO E SHOWN IS: EARCH OF THE AVAILABLE RECORDS. TO. I _ � .., 0 � $TRUCTURE MAY ' NOT BE SHIOA 04N THIS PLANL AND THE"IR; N WHER' � � . ", ,"R L,f LIMIT OF - I— ­­ � I...�, �: I..I - -r- . :1 - I .1 . ,: I . I ­­ - 1. ­ I - I I :_ ICTION ,: , " ' 'E `4 ­­ - ," : , . ., S � L _ , 'k .,s, . I , 1�_ . , .O:N,T � C �R �, , ­ T-HA ,I : C,,I, y,_ T - "" w*" � 1) "* , � , �. , S , PPROX E CONSTR 31, AG., ,E , - T_H - s� �C . IM T I 'E -SHA SME 50 . I � A A Em TH ,LE ' THE BEST OF OUR KNOWLEDGE THERE ARE NO: OTHER EXISTING UTILITIES EXCEPT AS . . ::i , _�. , ''I . � ­ ­ CON UCTION �,.... - . 1 __ . . ,1 h.. .9 , .1 , I 4 IT . I � ITYt - ` ' HA -, * RGROUND , R IS REQUIRED TO TAKE PRECAUTIONARY ..�. " � 0 - ' - . S 181 . 'OR' LOCATING OR' VING STR - :�� ,, .:.,1, I I 0 . I ON -F L',�. .�� . . R ION I 0 1 ' . , �,- L I I �. I � I . .. . � . - . I ;1�1,' I I- . . T � I � ­ . ; �_, 10 I -I . . S 'AND- FOR F"1TECTING , ­OU'RING CONSTRUCTION 'HOWN HEREON AND ANY OTHER NOT OF ­ . .,­ '.� �' �11 2'', - . -UTILITIES AND �OTHER FACI ITIE," . THEM �_ � s CT THE UTILITY LINES S TC I I .1 .: .. � I ­ I .'" :14� . 1 . .. . I I � . ­ . , I. "I . . ­. , I 4 I . . L I _ '' , I . I I � L . I ,.,� . ... 1, 1 ��� .. .� ''.-� t . I . I .1 , � �, , 1. I I . I � - I .I N ON THESE PLANS. ALL DAMAGES THERETO CAUSED BY THE 5 .�I I'.." I 1, .. .. I , I .''. ODIFIED CURB I I I c. � I - ' A I .., ,::.. �� , . � ". . ... . . , " . 1 . I I � 1. . , . , .� �- I . I � 0), 40- . . I . I 9.: ALL UTILITY COMPANIES M US,T BE NOTI �'RT OF ' -. , IFICATIONS AND AT THE . . - , . . ­ 1. .1. . ;_ � TC _ul. c . �,... I'.. . . I f � .. __ � .. . 11 I .. I ­ ,,, . . . I I , . TD. , ., I ON PLANS ­­ �, ­ ­ I " - - ­­ . 1.11 �, -_ � � - 1 �2, (U I 11 . - � "ITRA i�-HALL CO- � NDERGROUND I .1 ., 11 . �I ­ 1.­­­ . -T � -1 � . � F! , ONS TRUCT ION.�CON -6 ' TED . � TIONI� THE' C I 11 ' A AS NO ED " E I.: , . � . , S AI T �.�U I 11. , ., 1 . 1, - ;- � .1 I I , NT .. .. - I I , , -, PLAN -4.18oTYPE A I . . � '. I I ­: I - �, . . � I j ,:, � , . , ;,e,�O�.� �',,'�. .,,*,% . I I. I. . � . ,,, : � " . .. ' .1 .. ,� �.�� �. ,.*� ON PLANS - � .- . 9 I . S'FRVICE ALERT (U.S.A.YAT 14800442-2444 'WO TO TEN )AYS.'PRIOR "TO THE START . I I 111011 ., "" ANS\ ' '1� . I ' ' . I .� .. .� I . 1. � - L ­ � . .. .., ­ I I , ' ., " I . I 0� I . 'L , ' AND . 1, . OF EXCAVATION AND SHALL VERIFY TH'' ,,OCLXTI'ON OF ANY'KNO,WN`U .,'TIES .. . I 1. . . � E . , , P. , ,....TILI 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UNDERGROUND PIPELINES, ��' . L11101 , 1,�' 11 AC PAVEMENT i . I I ' . I I ­ " I I 1. .'_ � . 1 � : � I I I ­ ' - S�,NT DURIN L I � , ! . I ( �� . RESNTIVE OF EACH CIOMPANY WILL BE PREsE G � CTRIC CONDUITS AND STRUCTURES IN AD � � � , , , ,�, . i � I ,??' . , I'll, ..... 'ITION 4 . - . : . . ..".. 1_1��- .. � -1� I PER PLAN I . � I L EXCAVATION* . . I 1, , � IN I , . I I , I . CONSTRUCTION AND TO OBSERVE ALL POSSIBLE PRECAUTIONS TO AVOID ANY DAMAGE . I I . I , - ­ � . - ,a . 1 I I . . . I - Vt I . �ND TRANSITION . . � . TO SUCH. THE ENGINEER AND/OR OWNER WILL NOT GUARANTEE .�. . . . , . .. . I . . . . . . . . . . . . . I . I � I I I I 1 . � 0 � 0 1 � . . .WG I � L . I'll . %_ , . I . . :,­, I � I IN THE PUBLIC � TED ; ROM SAME. 1� I Y, � . . 1 . I I . 11 10's A CITY ENCROACHMENT PERMIT LIS :REQUIRED' FOR ALL WORK: WITH F I __ I , . I I 11 . I . . ­ ­ . . , L 11 ; r . . P,OL - I I 10, . I - ,CTION ,CARD SHALLZE TED 'ON 'THE, ITE PRIOR TO , 11 � .,"a t RIGHT-OF-WAY. THE, INSPE . .. I S . . ,JOB S L L . FL ) . 14 1; . : . I I M . �_ ' . ­ � . A 5 ­ . It 1. � I I I RUCTION, I I I . . 1 8. C R ATASCADER0 ­ INOT ­ � , Z 1, - I ,,.� � " � I.. I . �: � . . ;. I � I AS I^ - . -L ; . I cn ltt I . ; . c I r,�L I - � , : � ?, � 1 : UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTUCTION TO PERMIT REVISIONS STD. PLAN, 418vTYPE A (Z .. I � .) :�2 1 - . � . - I I I I I I ' . ON PLANS \ . I . �� I . I � � .1 .1 I ' ' � 11 � I I �,.� . ; . - DEPARTMENT TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATIONS OF EXISTING . . . L � 8 F� I � , . I -P� - ACTING ON �B'ERALF OF THE CITY ENG11 I . NS .`C T 0 R ­ ­ I ,,,N G-'L I L . . It THE CITY' I . 1 J ., � ,E E-RLI ' I � 11 L ­ . . I . . A$PHALT CONCRETE OVERSIDE DRAIN, . � I < 6"L "! I'm 11 � I . ;7@ � I � . ,., . "' . . . I M . . I I ­ ,LTR -�70. .I I 't _ `_ � ISIONS� IN THE. PLANS.-', TO SOLVE'bNFORESEEN ,-PRO'o 'S: THAT 'M FACILITIES. ! . � ., _ . ; _'_ I... -� LEM ' . . PER C�A ANS ST-Do PLA N 0 . ,�� I L I . ­ 11 I I I ' I .A �f ­­ . L 2 , . I . " 0. 14 � I ' - . - .I ; �1_ . I I I L L wi­cn,- ��� A . �,,-,;,"-%, - ::� a ­ L 11 ­ _ ",L . " WORK TO COMPLY LOCATION AND DEPT ND UTILITIES WITH THE APPROPRIATE UTILITY .. "MIN. OF !;z S5_No 4 0 . , 't '�%'NTRA`CT ,., S RALL t '-'L , �I: ,HE , -NEER PRIOR EXISTING AC CURB T . ­\_ _REMO VE ,NATIVE, MATERIAL AND REPLACE WITH 8 t;0 .1� I I � I I I 11 L ­IGN�_ENO � . �, �, - I '" � '' .. I THE DE, 0 N ­ ' , _1 ,.,I 11"HALL 'BE'. REVIEWED' BY - . . $ ,v & S� s I " ., �ARISE IN THE FIELD* RE ­ ­ '' ' EW CURB I ,%,% ' L . ON , ,�,.,, _,I I � . . I " p- . 3"�` ' . 'DEVIATIONS IN 9. BEFORE EXCAVATING FOR THIS CONTRACT. __ -R JOR TO * I . . OR MAY kf�, - - I .4, T'HE I 'll I ''C',,.. * � _* _HE 'CON -- TO IMPLEMENTATION . _ INSPE T T TRAC . I F PLM& TI�, , , ���-1, , -,,,�­,, ­ R­�,-,,] � Y T & GUTTER TRANSITION DETAIL I . 0 A `� :6 - I . - I S-.1-00 � , I ' ' ' * U_ Otl� I .R., 11 'T .* - I I � ' JAL -PE TO BE BASED I_n, # ,� . L - . TY, , � � "-,I I E' I N PE ,. " COMPANY. SELECT MATERIAL. SELECT MATER : , � . -Hi SATISFACT10K OF I . . L , WITH THE PLANS TO T , I .. . � :,4 4 q v; ,.a, I z � 1, . .. � . .'� � I 1. NO SCALE �. ----,EOTECHNICAL ENGINEERS RECOMMENDATION. . � 0 . ' ' " I I . I UPON G 14 0 IV I I . ' I I I g I ­ 'L . I . . � I :, . ­. . . 4 I . ''. I � �- F.-COMPLETE AND 10. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE * I ,_� 0 1 12, THE CONSTRU -ION-CONTRACTOR SHALL­MAINTAIN A CURRE,-NT .. " . , ­ '' _ I ' , . � X - to . _CT L: . ' "� . f', . - .I'M tL 'C .1 I I z 1A, ,:� - . � � , . , . . I :11 -1 :- L L . v- �< P . . . .� I . .1. "'6;�!`S- W 14�C-,, rl 'VIATE FRQI�-� ;.L . L�ONST � AS , , NFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK, " . 9 , ' . CORD OF' , , :' ­ H ," . . '. ivb� jo U- V) , " . � I . ALL 'CHAN 1 'tH . fRUC I . . ' N 0 -.",�, , . . . 1 . I . ,� 11 '' , I . I ;L IL . I ` ­/ '4E PU R N-S , ,. , , I . _'� , I , " ,E � I I : .IT ETAI L (S E SHEET C-1 4) . I . ­ I . I : PROPOSED IN THES AND S-P-ECIFICAT , NS FOR TH .,GL �E ;OF P]ROVIDING TH I � 1.� WALL OF EXISTING I TRANS N D' E �" I � I . 0 1 1 . � I � . I IL r . - � . 11 I � . 1. NGS, NO _. .." . I ' � AC OV814SIDE DRAIN 'I>. �J . I � , - I � . - .1,11 . , - M L , ,VC E I "d OPENING AROUND -1 .,­_ 1. -1._.,L�L I q ­I,��� I - I M.- -�. I ,, o It - I . . . NONE I :-,,A ,:, ', 'DESIGN ENGINEER., 1. DRAINAGE STRUCTURE . . ­ ' ENGINEER WITH A BASIS 'FOR RECORD' ,DRAWI ,CHkN .ES SHALL BE :MAU WITHOUT , . -_ I PRIOR APPROVAL OF THE CITY � TIT r I I I .MNG D`5PART 'ENT _ND .­H� . . PIPE P. � _ � . I I . I :,_ � . . , I I � . L I I . . I I � . . . ' . I . . I : TIES DURING THE GRADING OPERATIONS. '4�- '-d NO SCAL,E .�1. I L . . I � -0 ' . :. I I �­­ , ' L ­. I � � 111 I .. TERM-INE THE I . . � I I . �� BREAK AWAY EXIS � I I I f . . .I I . I I _N - ." U I ' \ RED . Q. . . 0 RAL SECTIO, 'SHALL 'BE BASED, FON SOILS TESTS TO DE TING' WALL I I I I :. . I I . . I R-VALUE Or. EXISTING' SOIL 'AND -A, 'TRA.rf'I`C .INDEX..DESMNATED- bY THE CITY , ...., . 12. W OR WITHIN 101 OF ANY BUILDING, A SOILS . N', UCU - I . I . . . � . - , ­ . , - T I '' . I � ____ . . I . 0 I . - , I � _. , . , I I - ENGINEERING, DEPARTMENT''AND- SHOWN .-ON' EACH ��CROSS' StOTION. � REPORT SHALL BE, SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS TO INSTALL PROPOSED PIPE . :�4 I . - I I . r . 11�� w'. . :I I L I 0 . . . � . , �a . I ; L ENGINEER WHICH INDICATES THAT TRENCH BACKFILL WAS COMPACTED UNDER THE "__� ;��4 ; I . � . , I I . I 14 :, . I '' ,�" ."' I.- THE SOILS ENGINEER AND ,IN ACCORDANCE WITH THE ABOVE-NAMED . ___._v1_ . I . . I , -0 . � . :, � � . m 1 44. ALL FRESH, CUT AND-� FILL SLOPE& .LSHALL B` PROVIDED WITH A, METHOD OF ATION OF . . I . I . � , LAN 1� 1. . I I I . . . . . . . "" .q . z___ . . I I 'P � � - . 1 � � , �/ i..11 '. le �� _­% - 11 . � I � . . ��,z .5� I i . � I EROSION CONTROL APPROVED,"DY' THE CITY 00, : ,.UNITY DOELOPMENT -AND ENGINEERING. SPECIFICATIONS* � 1 1114 . -A. - -4 � . . � , I . '" � I , II .I I . . I , 11 � . . I � I I It 1� ,; - . I?, . , " � � I -u . I � I . I I � I I.. 1 . . DEPARTMENTS PRIOR TO THE. FINAL INSOEC&ION), , � . I I Al .. � . I 41 . .1 I I . " . I , � I I I � � . �. , I . .- .,r . . . 13. ALL FRAMES, COVERSv VALVE BOXES AND MANHOLES SHALL BE ADJUSTED TO I , .�,� '4. ' '4 '.' k,�' - . �� 1% ., 11 . I . ." - � . I . I - I ..� I I � I .. .. ..__..,4.__1__,:______- ... . AS BUILT "w3", J I- � I I . . . . I . . I I I I I I I L 15is ALL UTILITY� RELOCATION$ AND/OiR A ERATIONS SIHALL BE THE SOLE FINISHED GRADE UPON COMPLETION OF PAVING OR RELATED CONSTRUCTION. I I . - ' LT .1. I I ' . . .. I - - I . I . , �.�. . I,�4 �' � . . . � _71 / -/ I 0q.- � � L-___,_-___ -------,__.1 ,I � [1- . 1; RESPONSIBILITY OF THE DEVELOPER AT HIS PEXPIENSE. DATE L . t � � . � . ­ � ­� f � . ; I I;; ;1 .� ,I - I . . I � �:N , ... I . I I . . I � $ L I I STORM DRAIN' RIPE CONNECTIO , . � 1. . .. I e'L I T' '' `;­ � . 0, - , IRR�F..-,,,G:U�LA:R,,,!.,,T-.,!,E, IN THE LIN, � OR I � � ' INITIAL 41�� . 1 . 16. IN THE EVENT THAT THE CONTRAC"TOR NO ICE'$� � k,`EL��'j'�,.,�''.'' ' .�L�' - ­ - , - . e . . � I '� m ­ " .' ' 11 ; '. I THE ,',ER . . . . ' '' I .. T6 . .,:.. �- ./� I . .. , 1. I I � . , �, - CL I w �;i__'_ , -"-" . . ; " . . I � 1:v " I '�­ : . . I . � � � . AND THE CITY ENGINEERING DERARTMEN, .�­15 '_ 1. .. . DO 'S, I . ­ � 1 ; t . .OL THE ON * * "* , , L E-Dl 'L", F41,11, . ' .. . � � �� - . -1 T TO', � ,..�- , i._f',� IA T'', _ Or I HAL , _�j� _�.. T E . , ADE HE S L BRING, . . -TENTION I L DE$IGN ENGINE , �. GR �� . .. t 4T TO EXISTING MANHOL I H TRACTOR . I I � - �,��� ' . I I . � ­ ...I ' � � ­ ­_�'_. � I ' ' �, _ . � ''. . . . � "' I � ..NY, ERR"11.1 ,1. I 'L I N -, � . . I I ' I t'. G I � I I i = - � p, I , I . . I 44 . I I . - � � � "-!x , ' , '� I UTILITY NOTES.- . . L .. I . .. �� I 'OR A I. , . _ , �R :00 ;, _S, ONSIBLE F �' ,AND ,"'c" ,� -X - . � 0,t IN THE , an, 5 .'RY' ,RECONSTRUCTION TO' 'CORRECT SUCHIR k I . . . . . I -1. I I . � I I ' ' I . i I uj z . I I . � I � . ­ ­I I I . I .111i-...lili��..'�.�.i�i;.,�.�11.111.1.1.��,�..---1-..1--.1-.1...........­­­­.....­­­­­....I.." Li �.. �,�,�-- ,-�-��-�-,-,,.,."��,�.,�,�.��,�.�.�,���� , , , ­ JL7 a EXISTING PAVEMENT SHALL BE S�, CUT IN ACCORDANC E WITH, THE CITY - ­_ _ j-L ..."�.... . ..I � , ,;.. . .I——...�.��"I,�;�­."u,. I _11-10 � .. . I -......­ V) u . ­_____ I I L I .,- I—— ­___ C-1. � I ., I I - . � . � I ­ 1, I . � . R " ' '. �' � 'T�1`4T - .iUCTURALL SECTION AND I 1. ­__"­A;��1,� . . _< 1. . , -L A CON , , 1 . : ST; . �CIFICATIONS T,0 �f 0 iPE ,"Ni, . �k . . _V � . ., I 1. . . . ­I� ­ ..�I 1.� _.­...,L .--.-1.I I...­], , L ' ; I E ... , " . ' . , 1. ALL UNDERGROUND UTILITY LOCATIONS SHOWN ON THESE PLANS WERE OBTAINED ­- il. 1 � . . POIL . I -...''-1...I 1. - ­. ­ ­­­ ­ 1. � . , m,.. .. I... � � � ­ . L I low "' ., � ­ 11 ", i I . :J . 1 -AT .THIS� NT* THE STRUCT"URAL SECTION' ,.SLHALL BE I I , 4 �1*�, , � _�; .� . . � � L NEW PAVING' SHALL BE- OINED . . FROM A REVIEW OF AVAILABLE REFERENCE DRAWINGS AND NOT BASED ON A FIELD I __-,-,- 11 . . :n . ' �� . . INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRI-6R.- T-6 THE" PLACE-MENT OF .RMATIONt THE . � � �1-1 � ' . ....I 1v � 1. 0��. u- I I . . I . SURVEY. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFO � �__�,..��. � --W � ­ � - ­ -1 I ­ * , , , , , , I , , , . ;I . I . . . I I . � ­ , . I : . . . . ­ - :: I.: ­ I � � ' - . I I I � I I . ­ I - . - � . . �� . . .­ I '. � , . . - . BASE$ I 1. I ENGINEER CANNOT A TEE THE ACCURACY 0 ... I I I : I . . . I '. ACOMIrr vc cok 'it - ; . Uj L � !!n - . I � . . . . I I f%V ,.� . I OF THE INFORMATION. 1 . � . � I .. � I � 11 � .�- � � : .I - 0 I I tn�L . -111 I�I——I...1-- -1.. ­­ . . I : , 1:10.. - _mqv-I��I�zod I .I to .;e I . .1 ' ­ , . . ' .1.�� .111.11-', � i:!: � 18-. ANY SURVEY MONUMENTS. WITH-IN� THC AREA OF� CONLSTRU%.,# I'' SHALL' BE ____-1___ I -` �< _` � , , - . - I I OL60v Wtki.&460�_ � I U '� L VI ' I I . � ��:m I . I " = ?)w . ;to 10- m I - 1 W.11 . I I . � I I �! - . I PRESERVED OR -RESET BY A. RZ0IST.EA­,ED-- CI �L ENGINEE'Ry,OR U`.�.J'l LAND SURVEYOR 2. CONTRACTOR SHALL INSTALL GRAVITY UTILITIES (SEWER AND STORM DRAIN) PRIOR 04�P;Qilo. j,z&.J. . - . ;w;, *E' _ .Ar ,: '. .. " , . . - � � .1 . ,1C - SED I ' craq -, _ ' �.11, I I I , I I . . � _ 'AN0----- 'AS i-- 1;IRED BY STA F, I � � � I - �0! I 111 . I � . I Ire ?-; . Z , , w � WITH 'CITY STANDAW DRAV`7NG #4 2,6 , ', I TE LAW TO INSTALLING OTHER UTILITIES. ovw*2� ;.� I'All pr"kapido.#��;'o*tw I'M firr, � r= � I I I I - I 11 ---":" .- � I 1: . . I 0 . . V , , ­jw"'t I I I . ,:. . . riwag-�W`/*r xwr�WfW.- � _�; - LAND S I � I I . � . . ; '*- - � - -��#" ...F_�.p F W14 -w# op.1w.-,Aw.,w I r,* URVEYORS' ACT AND SUBDIVISION Mi',P ACT. � � ' I ' � -rt ', ;one .,T�q . . 0 1 1 � . I .. � 0440,116r4.. I 1. . . � . I . � L I ­ I 1�11.� : -11 � � I., 00wh I ­ ­ I � . I . .. I I I I 1r`�1_1`4`_`_' , . ine-4 . . .. I ..1.� - : � , � I 3. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION AND TYPE OF X+0r,�jqco'ms4t ,'In*f I � i -- � q . " ­�._4­_'­. . ­ , I . qc%s I . I . It,st.01ft 'WIFES.1 . w P 06 . :I . . . . I .I I JaIril Sim)4�111*,`Foe kll ". ��� ,-1,10 461�iko,W& . 04 " L . I . ,.ER CONSTRUCTION WORK OUTSIDE OFJH�e - RIGHT�-OF-WAY � . . _ I '41,14'' � .,/ Y . ... � . I I .1 � 'I 'o ALL -GR ADING OR OTH EXISTING UTILITIES BEFORE CONSTRUCTION. . . . , , tcwn� mi. I 1. 1-11, � 'fh .1flij, _... ...il . ,!,;Pfa�113 Ittr�'a�.0 M t I Z'w i I , 4h��isw I 41vior*ss; I � : � , fAtioaa:Iiiii fhan f`�-V,'..Oo V;- ,�l ..... f, . I �0" .'*!i�'. :'"-Im!#0,,�!�1!��!ow'w"'. V) '. I . . I- . , Ir m!_ 4"I�W- ,14iri �r� I � g � � L . � jV11511 I . I..� ,, I -T I I I ITT " I RMISMN-" MOM� THE QFF-51TE '. . . I vil� . ­ � $HALL NOT .BE P`ERM ED WITHOUT WRITTEN, P� P mo6 � ­­%.....­­ ­ ­ ­ -1 - .. llflqr,ov�%~64.0p, T ..�!�01:111top�lf,�r.1,1�rlo)-.�;�i��ltl-.Yl�1q. . I I � . I � . . I .. , . . t#r,jj'tW doutraent. q-+-4. . I . I L � .11 �� . r . I :�ii, ,6 - , - .�,�, . * .. I uj c . f . I I­ .�­ . I . W Ili , , j:,6 "'4;-�TFI�� `�:?,;, I I MIN .4-% �; ,. PROPERTY OWNER*' 1:" . . -11 . I N . . ." I � . :1 I , . .. 2irl''o N.i��7 V . . * I . . - ­ ,vz 4�-. I ,*"Vrow , 4 'to, . �_ . . ; I I ­ - I I . I � 41�� 1 � . I . �. � 1. !'If . � -.1 ."hii:yxi = T 1 . I I I �-t � " . I I . t�.f� Z -.'w---.----'=24 **oilo, I z �_ I � . � . .� .... L - ", I I ..'w*t"14400, I .'�_, I 1 ,-,��70!�.IZ Ali*rtilf Wif ftwl"OU - � . �� . .1 .. 11 -. I 01110 � I ;; 1 .,6 .1 �4� v � . . . ' ' � I :-. 0or-� - li**rt:7.-.- t Z , 1* V) 0 1 1. I I Or , .. - ; . > I I I , . I I e4.�6.0*tr-. . ...->_ I z I .I I � "7 -_ I--_1. 9: 71 :. -� , , ll*rt: ., . . I . .11 . 1. � . I 1. . .., I . y W000".' L ., �, " Nmy," 4 . * -NO—Owe ;W I I" A REMOVED" WITHOUT PERMISSION FRO TH� CITY. COMMUNITY ;P� _� . � 20. NO TREES, $H LL ,BE ' '. *11, . ,� ­­, L IL ! 'i"� . � 401 6 L . I , , :,:4 . I .. , � I DEVELO )EPARTMENT GRADING' ACTIVITY "'IMUST .NOT FILL,v EXCmk A - I : . I Z PMENT I * ' - ' 11 ` . 'V TE OR IN ANY . .1 77'. ____._Lj_,_ I I ,. 1. f - I . I ,t",%. , . IF A TREE , 1, ­_ .1 1 , I - ''� "' ':0.9�:-1100 W.,M. ,Of., � .1 . %..)L ' . . bo'Ad O."i , . . i-f � .�ho $ . I I � � - ' . . . CONCRETE . , 1�* `4, , 01" �..� I D ' I ET �! I . . , , WITHIN 5 �F�` P_ - I. , ,;,* 0 . WAY DISTURB THE GROUN' NOTES. , -0i.trX.2p a . :. . I : q .." , __ � I,--fmh* fildt�t;of,vpif I 07 , i I I I - � I . � E= , .­­ � , 46ci*a*Wqpm--!�', , "" , 1 *-#Vp L;,;� : I : . Wfi:.Mr I- 'I- '' ._rl=,�! `"" . , . L 9, �,I. I, - , I LLL �� . All, 0 . . ; . I � �I C " I E -'hl 0g: 0 1 Bm, .. IL 3�-A I . .1 arga-ort.seen ho If,"Of, , . I .... It .44wo U I � 1� I �,.m, I T. w , .- .,, , �f I . IS THAT 1N., A.C ' O,RDAN.,�j.E .WITH, GENERALLY ACC I , *P i ''t � o TOR AGRE , . I � I ­ I � L 1i ­­�­�­­j:;­:_ f**,:w1:e4 , m 9, 11 L �_j �.�� ,* , a* . __ I , ...� I � I . MA-1181AI .-A 'TOP 0, , � I'll 11 I * I . . � . ' �T 10"Tt�Is .- , . ) , ' ,M��; I I 1. CONCRETE CURB, GUTTER, AND SIDEWALK SHALL BE COLORED ACCORDING TO �� � . . I-PANSION' 2�.'. I ' , I PRACTICES mt,i. 0`0'N` S'RALL-BE' RE,�'-,'QUIRE" - TO ASSU AND . 4"", P��.P'. , A&L , �OL �1. I LL 1. t I, tgmt-`ALLL� . 00"1*1 . ; . . 11 " COX. '_ �J . �_vt� .. ,. ". . ".. I . I I .46, I +_ " .w . . . - . I I .'COMPLETE RESPONSIBILITY F. R THE lat-TIOIN,, OF' 'THE JOB :S. 1;T E DURING T� E COURSE MANUFACTURER'S RECOMMENDATIONS WITH DAVIS COLORS - 'PEBBLE' #641., OR . . . : . . . 4.� I I I I I " . . � . -­ 'T ,�`, G�." L � - L : -­ . 1. I I � I � I ­ I . .A, �_ 0 ,, . 1:1 I q . . " . � .�.. . I 'T L-'..'' I �&&' a .1: fr-A 11 I ' 1 6 - ..F- I -1 , � " . R0JtC%_;. 4 C---L LUD'"I N THE SAFIE Y ( . . I I , � .OF CONSTRUCTION FOR THIS 'P I� 1, .' T )FALL PERSONS .AND - . I . I " � - ,,I, V, ., , '. , '. ,. , I . . I -1, I +_ : gm_�Am L �_' . . TO :APR I 1. ...� '� u � - ". 17� "T ; " _1 �`;�- I � ! ... . , :�' "' , . I " ' ' ' . .' :"l-W, . .. -, .�� __ ­ � _� �.I .zl I I � PROPERTY, AND T � T ,THIS, REQU�,,,IRR ..�.! _fALL E .,.' I A , ,M��E�T -`_�.'_ ' .1-E MADE; I ­ �,_ . . , . ' .. * ­ � I- I L i . I � ��­ � mo . . , I"' AGREES ,- I L L . I I I . ;.1, w ; ,�, � ,!!,-1.0 .�, I I I .. .1, I . . � - , I I , �_ I I L " L I �� ,.'' � ' ,," R,K,,�I;N dOURS ­H:E­CONTRACTC� . , L . , . ,,�D, 'W ­ - T . )R FURTHER AND NOT BE LIM11'TED'T I � ORG' :410 (11 I W1, " V., � , � , :w � . I �­� I. , G , I : .1 ''. .L . .: -*:) . . . I -0 � ' ' A ` . I . - ­.- , PMN . -H I I .F CAD ..� , . � "I U-i . , FEND','IN � ,"IFY AND: [6 OW w < , , -ERO � ' 1 w TO DE .. I . k.R� ,e--- THE CITY 0 ATAs NO' THE' I � D,E �,%��,,,.­, L L . , * - . . N. : . . 10 . - I * ' , , . L � AX I 1� ., 4�-, L� " L DESIGN PROFESSIONAL �"Om AINY AND. ALL I I 48-:1 LIT Y- REAL OR 'ALLEGED IN I - � � ,= , . �t_,_, 1� " 0,��."� W . . XC�P I I I I �1'11'� � I .1. . . ! w . . - :�L�.',L', I . �. �. ,-1; P - I. I . I ia_ �­­ I.. 0 k_.- - � I T , - OR- MANCE -OF ,,W RX 'ON TH' . T ING LIABILITY L : -4 lo�hog V,"of, CONNECTION WITH 1 HE. PERF , "�'R NwEu, I ro � I � i. . - , , . � I MONUMENT PRESERVATION NOTES: i I ./� "' li . . 1 I I -1 ----------I—- , 1i .,,�v I : 0,mow'.b,�,.�tpsrqw�Aft� I- � 17, 1 A L i- '$ 1 0 " =� 'ct'y lr!ae ", ' �Qw 'f�bq* 11 ko " , . . � ,� I I � ARISING FROM NEGLIGENCE OF' ' ifit bES­',I,Gf` PROrESSi I At- :�', ­ . . � I 1-1­ I . : � ,__7 i� ,4h:r 4r�.",124, 46 " . DATE; . A,� � �foLj ' ' . . , * " f, I- t6 *f."j ' '..7. ­�LPU I I top�t4 P� -----A . � .1 , " b�, �'*' I . . , hd . . , .1.1. bt I '. I. . 1, , :I t-v".. io-� . -, ;. . , . I -11 . . I ' T 1 ��4 �Q* it�g,�­ I . I I . - ,,,"I I TRAFF I � 0, A �11 -�&.'�uai�; ,.:,, . .1 � ., 1. 1, - A, . :,Z. 1. - __Z 1 12 - .. . _ _ � I 1�� . I .. ' � . , .00 _1 I IV . 4, TV� J-WAY IG AT ...ALL. TIMES. TRAFFIC - . - .L I � . ,dh,.,t -0":�Itte.-TIE, 2/18/:2009' � I .1 w I � , I ' . � ­4�1...i.,I ' 6. . I .. - ,. I I ic_:­�,­-�_­_,-_ _�_ �, , I 1 22. THE CONTRACTOR SHALL MAINTAIN I . . 1. CONTRACT NSIBILITY " D � I *'I"139,4L: 0+*It S'4 . � ,,,,z-- 1- ; , ''I .11, � � I , ­ . . . -I - I � � . , �'_. 1� -I !, " - * " � ... , ,_.. .. `V I I I " . I E IN ACCOR A-NtE WfTH, THE T ANS MANUAL FOR FOR PROTECTING IN PLACE ALL EXISTING PROPERTY CORNER MONUMENTATION. ANY ' * ': i ­.� 11 . �s*4�":v I 1. I I I � mt ��..'���,;,.z*-!�,.��-:Ivl,�e,lo�ohq4�,- : . DRAWN BY: ., ," I­ I �11.1 . 4.. , _ _ 9 - I �--- ir-i" v, - � .q � 4 .i .� " I , .;.- - . I � -_ .,i . I � W 'd . ` -�,EA .' 'BOOK. NO S_rkEET OR LANE L . . ­ I... ... - srl,4�C4 0,6t If 4�t_ �� � ,t A' ., *4if"i-3-- ­_ , - :' n_ -w t . . RK AR �" T RA F F�`"' CONTROL. HAND,..,. I - MONUMENTATION WHICH IS DISTURBED OR REMOVED DURING CONSTRUCTION SHALL BE I � I .. ._ I ­ I � I .. . I I I . TRAFFI I .- I . . - I � . . , , , - 4 A l. -. I : I � I I � ;& . ,IV . ­ �_ I-15L - I . I L ;:. . I � ,�'. -I- . . 4 ' 14 I , I .r , � I '' 1. . � I . . BE PERMITTED, UNLE$S Pf`,�,;!`,�VIQUSLY ARRANQED� FOR AND GRANTED BY . . .. I.... . . I,.�' 1 -4- w".6*01101 I $ , � .1. -It :,-.1 . , .0 . : , ."'m 1*0J.11, I . ' ' ­ . 1 . . . , , -11 : SAP4 & RDH . , . . I � � � �1­.i ., z , . L I ­ . .' I .. I I jj�� �40-11 , �� ; I . . �, . . . _ ' 4 oi �604t'6 �., ,PART -N 144, j -_' T'f,",'`d�� � - . THE CITY ENGINEERING M ME�,T'11 I I * �4)4 _ m .0,&;* .'UMA : , , . I L .. . � ...", ltmo , . � . I_`1 . I . I I I - ­ " - __ ". - ­ . _ ' _'"Z,�1.�. *1 0 * . ; . . . I L . I ___r�*. .� '146* � - . f i6t.0 4� _ . i . 40ill : 1 � I - � ­ - I ,si*,wito A� ; ­�, ... . - D '1 :L ,3!-s, . :6§)bfiE_-_v.111m1__3___2. I I . I I 1 . . . . , , - I L, �, 1 ­ .I 11 . 1 I , I , , " � " I L , .1 1, . ­ ', ED; , TEM I . � .� . � � %`it,fj�+i t* ::: ..J 'E.5;P - 1` . I I �, ' ­LIFOR IA . ; .1 _ '''', " - � '�,��,E S-F. , f -ISTERED CIVIL ENGINEER � I . 23. CONSTRUCTION GRADE STAKES SHAL� ��, . , T BY -A �EG I 09� -,F. . � -ED LAND SURVEYOR REGIST�RED' IN THE $TATE :OF CA N - _ � . VA ,'Xi P,4*NS-16N JOIN:1,$ Atl , . , , Aff ­ I L , , LL E . I ,�s . : . . . .. I OR A LICENS I . . I I I "7----, . ' -1 . � . 1. �' . . . , LD. ,-.,,'��­ , N I.— I I L . I I I I : : � ` I I . I � . . . I I . � K.. ,'E_­.* A . 1: I � , . PLA PIS .1 .JOB NOW . . I " .1, . I I . � � I I ___L �: _r I- ' 'I . . I I . . : . I I ' . ... . . I . . " 4. ANY DISTL _� ST, , .. �'."L I - A, M At,I� *. . _ I I � . I . � I . I . 17S SHALL L',.;;�`* :REPLACED I N NNER' APPROVED BY THE STATE OF CALIFORNIA (CALTRANS) R/W NOTE: � I -11-1 N_ -1 _ L . 2, JRBED 'MAIL BOXE � 4 ,-I I. . . . I .1_­� lvmm""� � I I � . I � 15750: L I . - ICIT ' ELOPMEN1 DE ., : ' 'I .r-- I I I I I I . POSTMASTER AND T-HE'.' �Y -COMMUNITY, -D''Ev, ,"PARTMENT4 � � .; 4 . L I -1 I _' - * . . . � I . : � I � . : � . .. ," . . ' - I I . . I � I � I : I I^-- I N ,NO - � 1. . . I _��­ I - I . - . 1i Mif." I I% . . SPECIrICATIO . 4 .� , , * , I � , . .. I , . , I . 1 ,, .1: �: , . " I. -", , I . � I I ­. ' . ",Z­V_,A_11Dfi 1=-m I'll"' 0-AIr""I'll" 11 I . 2009 R I . - t , * , 1. ALL WORK IN STATE RIGHT-OF-WAY OR AFFECTING STATE RIGHT-OF-WAY IS SUBJECT 17-�1 � i , TING PAN _ , I . . .I . � ,U LE , L I . .. I �, �5. ANY EXIS v ,I—— � 1 � OSSC . R ­D�--DURING L . t�,,;l/OR' M'ARK,JING . L I OF THE 1-1"111'1i,,�_ I I -",- "_f HE CONTRACTORO ONDITIONS OF THE C I �I I � 11! F . � . ,� 11 IMPROVEMENTS: SH�� L,:8E R P LACED .BY- . 1. ` :611.600,r 460f: .-Tty I I i�f 1x1tv11vT,�a#4_4;�&r- . . ­ .1 I . I --_1-'1,_`;, _ ,, , , I I � . I 1'� : 1: .- '. 1�.. ,. ". ��� , , - � . . ­ ''r :It , �f I a '04 . 11 . , � , 0�0 I - ' .' ' I . I - . . � I�... �­­".. � I I I I , . 1� � t , 4� , ' '; ` f' ;­ . I I I 'i . . 0691, A E PERMIT. AWDO.-a"' IL-1, "t�,$. 4 , 'L, , ' I i �w � � ­ !iit _ , ' V!bu:9"L�6ACALF:I'L L �'? , , 0 , : L _, * I . � �FR.,"fl*"j-A I SHEE ' NO., � � �. I ' ' , _ �,". , , ��� �� ­ . I � . , 's��� ,P ' '� , . SL _' 14� . I - I r ; I . �, , I mi.wirV"%�t, - �!w � FWE PF-�k _� .I . . � � ­ ' I ;,L, .?l.�� ., . ", , , �. _,r-",*,qe-#-o4p ....... .�.. . I" . 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I, v,i'�IV,4 ,,HtCK , , ­ ­.. �� . 1; , 4,w-0,'vfm*ftt, � - � "! . , A0 .14ALE` Z�ot lffl��. I - , 1, ["r L , wo:backifitmforfal.wtfrvv�w#. � . ,zz���,,��,7�fi,,�� I. � r:��r 11�,- ' tjbt�fr4`r*f;11Af(*,:wqi rml i r� r c �' I .. I _, ,: �� _ , _, ,, "� , 6.0'orvj � . j . � . . c I - I" , , I I I : Ir�,, , _; , - ,, I 1:1 4 1.11. F , ATION OF'THE Tttfl `,`& EZW"i �, f- I""! ,, IGN -OF' THE I .., . � .." ' '_'d' Y' 0 . a . I APPLICA LE CITY MUM$ )INANC,', , �,Nj`C w,'. APE(-,d '.L,E,�,��, ' . ' It D"ES. . . .I. 1. . . � � I . '.. . I _1 . - � I r " ;. I— ;7. p I I I I , .., 1 . I I L I '4. _': ... ­. L 11 '.,�.'L.''.,..."....6;j.."�L�"" L....".'' ­..,'. ',-I., ,....�. ,� .. , I�.,f"00-41. I � o.1 ­. I " �E: I, I . I I � ',& NO F.LT L r._R� ' L EVE* TH;' [ I— I � . I �. � , IMPROVEMENT' , , � -11.11, -'f_'-- Ht )ESIGN-ENGINEER , . 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Is�_ _61 I 411A 141,10..."14D - I .....I ....: 11-C . � I . . , . . . I . ; r I � I I . . . . . I . rrrr .1 1 2% MAX . I Rf I travo,l I d.,.#... 'T, .. r r 1-m- - ! - I I mmu�W�_,I, . _- I . , , . � - .1 I N i . . I . .I : . I \ r . . 1 - �.­. .- . . 1. I ,.��i.kr� 7':, . .. . � - I I I . , : - ..*- : I I., ".-� . . ,-- t ..�' . , - - * ` � .. . �� .. . . I . . . I , . I I .. . ,, - --*��6- . , I , I I . I � ! I . . . \ I . FLOWLINE I .. - , : :-' :.-', : . - .: : .. ". . I . � . ,C. I f ., , . . I I � "I I - � . ­ .�.. %r . . I 11 r . . � I � 4 I _;j,.w.?�" .., 1, I' '. I . .I I . �. I ". ,�' I I . I I . � p *M _... .- � I . . . . . ..: "r -1". 1-� Q 1 I; .. . . . A...--, , E%,eNT,: 1* .1 I _- .v.. . AV I . . * .. � . . , . I " ; . ': , � . J.; I I �­ , I 0 .. ,v- .1 -1 ­ I A��: ..__3 1 I-, .5 - . I I .! . I 1. . . I 1. � -ii. N .. . ,''M�;i��_:� .��­ :T."- ,o. -,i ._M.- . 00 . . . � � z �� ". .- 11. . ,." ; , . r . . A ._,�,_�_ r I i IS ' ; � . :.**'* .:,:o: - w. . . , , ,,- ---..t .. , r . . . , - , .; '.4;.. ,,_-- - :-.. .' I i�4". .',�. ,..;� V) � -,..­.:�i,,,_, . . .*:. :-41;�. " --o$.. :-,�.- �Y.�, ,* I .. I . r . . . I I . I Wo, , I % . . . . 41%. ­ �. �'V7 . 1w__ ,I �o �, � , , % ':�, .., � 4 . . 1, I* . I . .. *:#:. :.:.:. z ...\ . :.'-� I I.. : �* �-�,,,',...... I � . ...- _'..11%6�1 1 - : I I z . . I I ; I * I * 1­� , I . ..�. .. ­ 11 I .... ­ . .. .1 . . , '' . . . . . :: .. .. _r�r. I I -11 _..�_ M , 0 � .. I 1. . . . . . 4.6 4. .*.# . . ��­ " I ,.---.____ ... " ., %% %"O', .. , . � . . . p . . :E , . !� . � I � .-+--w:- . 1 S"4 1 . 1. . 'i GO . . I I . , , 11�:POIN*T 1. �_F . . . . . . 6 .:. , . . . 4 MIN. CLASS 11 BASE "d- ­�� . , - *I- I . � t - . - � . � . . .I " ,Alw .. 4w,lox"4 ,7 1 . . I I I . I . . I ,�,2 �­ . I . 1. . I , . ftx*L1A­ .r ­ . ,;#.# ;-v-- I ' r ­ ­.. .. .. I I -Ir -11 I . ,,, . *� . '. . . ,-44 I .. ::,� ­...I . I . . 1 6 # 4 # 4 I I. I- - 1-4 1 r I I .. 6 . . , . . .\, . I � r SEE ATASCADERO . 4 , . I - '00 I � - 'I:- , . . . I . � I. " 1_- I . 11. . I . . r . BEDDING SAND . I .. . ­ > . . . . . I . . .. i. . I . I ''t w m I I I I I ­ . . I I . � I . Le -.1 ." I � STD. PLAN NO. 418 I , $P�"..�",O�'l",�T'".",..P%.�'t� I �, r . - I 'I , I r I I . I I . A.P.��_. ", . . 170 !a - -1 . . w . . I r I . V '' I 12"WIDE GROOVED BORDER . I I r . - 1, , . , , r ill _ _ . , . i� - __ ___ �1. __ . __L . � I I .1-11 ".., . . . . � . . __ . .... . I . ---.L- . . '. . .............. ��� . I � . (.' ,�cb, .. I . 11. . . .� -..ww-w..I I..� . .I .. I - I . Ill* -1". -I .0 1.1.11, . Q`:AD . k % . I . , .; . 1 7� . I. .1. . - '7fifl� : : , 1, . . " . . ,# - - - - ..w 1 I .1 I " .. ., I ej Km: 7 , WITH 1/4".DEEP BY 1/4 . . AS -.-.0 , . ,. , ... I.. .. ... � I ". I � I ­I I r" ;U." - 1. �, .- I , , , , '' '' � � I 1. . . I ; 0:,%, ''' i.z. : I _+_____� . . I 41't, I I I.L � - . . � . . '" . I u6i�� .1 , . ,. tTRI . SEE DETAIL 1� .-L,C ­ ,pro.-,o W, "d � r . . BACK-FILL.' " , : . . 'S I + . WIDE JOOLED GROOVES. I A0.g. ", ArQ .. I TRIXTUR7 W. - I . I % ;. v . k., . L I': - - 0:� ... - ., , . 4' M I N. I,*-- ... 1- L �1.I I L­.... ....�...1.111.1% 1. .­ 1-11, I I-`.I `44 , . . � . . �­I...11.1.1.... ­....11,...I 'll. ,,.­ ­­_�­__,_ . ,�_ ��A_1­1­1_�... . . I .. A R . I .�, v,jr . I . a 61'MIN. CLASS 11 BASE � �4�_­,�. ­­_Q­­­­�_­�Iw­ ..". .; I I �. : kP , . ... . . ­. ; : A . r I I.,�-,:.. . .11 � . . . L .; :. .,� .I .L.... ­ . I . Z;, 11, .: I .." ." -� . "- - .. * I: .. I I . . . ,: �, . I . .: .. . ,, - , �. : . 1�� , -`� . . . � + . . .... . . ... I .. � . �t I I .0 .1� , e� �1. a� - . --1N . t 1: , .. ..��.I I . PAVERS. SEE NOTE 1. -L,-cv.,-,"", "I T..-.',, , L: Of F69T' . 11. , I 0 I _2P , I I -... 1-11 .. '. I - -1 W. . ,Z�j L , . . ��. E .: I . li. S .. "a . , . -nTf--q . -A,C._D L--,-- A � �I 11�_s � , ... �-- �- I . . .. 1. .! . . . . 11a % : . 0'.'f< "".0 . tD. . I . t. `. .,T ,N '._; F ! I - . .. I I I I I -I � ' I . .. , 1__� .* 'r%"LF .1 :;� . , .b ,; . "o,I I, L,I ' : i .,,�4+,..,� .. 11 , . .. . � . . ­,,% � . .: ,:1"', +, ," . I �- . I L.�' I �: ,... .1 � I . 4.,I - �- . TA,,P!Ei'R` ,` :,f I - .. . L. �, . ;;Ii _ . .k I I . : . . + " , _p , � I " .� J, I . I : . � . . it.;,, . 14, ..4 , - . . I . . . I I .� . . - . . ., 1.0 I , ­ : .. . r I * "-o� � ;� ... �"­..~� �_ . . I. d.. �12, 5. Z I 1. I �_ I .��* .. �. . . .. I .. I I ... r.11� ..1.1 I j < W �;-.o L . . . I I -- . . . I I I PLAN I 1. ..­ I_% . . ..."��! . .. . , 4 tn .t,Lo L .: ' ' ` I..L . ' OW.�i 'of),�,�i o"a . L u , .�, I K gfy_., ; �j .: .: . ,. I .: : : L . ­_ 1 . , . . . ,U -01� ' ' I Y 'L, 1 '. .,A , , : �; L t _ , ' I . +� Y'.... -,E , 01�14, WASIR P 16, THIS;f 6 . NOTES-. . w .: L. .�, I : , .,. , 0 t .I PAW. KNT:�W % 1.1T 1 ,6, �: . 1.11 , I , .� -� , . I , - L , �E I . m � -, : ,_ .,i.o .7 . . . .11 . I . . , . A ­­­ . ..1. I -- -1-7-7�--�--1;k".1 . � . . . . I .. J: . . %Z�. . .. I I . , L " '' .... ,��,�, ,, �- �.I : L' . .,��,,,,j. '4,,: ',' I . . . . � : :� t. :1:1 : I : I .. It * 'r !1� . I ,-'­�,*,'.�-,,d-�- . .. , % !,� �*� ''.. , '' , -I .�, I#.",�:: :: t . _ I ]n , .I �.. J4-,,A .. I Iff _LL I - I . � _4�0__.ue�_, . ,1. : !I '10 . . � : � .11 . 6 - . I .. . -641"OR APPROVED EQUAL. e5l., (_ I I I A! + . ....I., ,Al't . . .q.�-;­ . I,- �­ . -POK� . I I .1 . -_ , , ! � , -1 SIDEWALK-\\\4, . 1. SIDEWALKS SHALL BE CLASS 2 CONCRETE; A MINIMUM OF 4"THICK. ow"�' � 4 . . � . . I - I . 1E E LE I—— I .1 ,.......� -.i;�."�"w.� . I - . L , . . . ;�;); I . , . �"_;,�� CZ , , . I 1-.;* -. -.-. -. I 1 . I I . * - , % 1�I - L I 1. - ___�.- - *�, . I I : : f. I. I .o..", � I I I "' . . I - , I _��� - - . 1. . I L -�K I. I .e-1/2!---F 0. ,_ ­% I ­­ I I .. a. OMI$10N XINTS � . " 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4"IN DEPTH AND :�;� . 4 I.1 .1. I .1 .1 � .. - , I I ­ I I 'A , , I _. .- w ;1i 14 . . - .r I m a at,PLAm . 040 A.� 11. . . 0? COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED . I . . � . 1. I . .". 0 . , ' 11 I , - I ' '' I 3% \1 . . �j AT 2W 94ERY".. . 1. 40a. ; . " : : is, I '' . . . . ,� : 00 . � I . . I , , �. .4 : - - - - T b.;1'g: ' . - , :0-1�6 .. , 1, _Go- 3/4" RAD. ''. I -//X N-11", :0 _is ., I . .. . .... - 11 1. . . . . 14 ' Eli,DS':OF " . - . ..'' I .. I I/ . 10i XT . . M� UNDER THE SIDEWAL �'' ..� .. I . . ., . , .. . I :..I . I � . a ' ' . j . :. , ,11.,: ': IV . . . , . . I . 1; , , , :��.10, : : 13-'� - _0160- � - L I , . ,k9sR MA AN& mo ` � ,1� 0� , . t 6-- 6' , ft I 7... -CU , PROFILE THAN 70. t, 16. 1.6' , . I I . ".. . . " . . I. . 4 ­ L � . . . -1 � ­ .. . + . I ,I,"Ill ­*­.. 0, I .. . I .. I -.1 I . I I . , - . . ;A . w " ��,i"C'. ; !� "� .31*.� 1 .. 1-T. - 0 1, .1 - .- , . . � ,..w I + - ­­ . ..: . - , . ; : I' L 1::"�'!5'45' : `1�'-`-�'R . , , % , , '� , . . V_ I � .I I ': : , ., I I L -ji 4 z I - 0 ,I. . `2- �.6. &I 'X.1114: .1 . . . " � WAY I - -1 " .. . . . ' . I �.1 I.� I . '. 6RE.436NE ALLOW I I I �, . , %, , �_ I I—...� ...­ I... .......I . ...�... I . . , 7*, �,/ .. .. I ..L.'.�. .�. I.....I,,t. . I ' .. , 9DE,�OF 1MV9 3. 1/2 "EXPANSION JOINTS SHALL BE PLACED AT ALL CU P . . , , �, '. �N 4' MIN. I MATCHING I ­­ I I.... -%-'-1.- N' ..."/ 7- 1 ,2w ! I I., ,2w 1 ;,. ,2w .. � , :-_-111-11. ,.. �_7.11__1k__ . . 1. " . i I . I . I I . � : I,�. : .... .. - . .. .. - ft*! . . , 1-3/ - it"" NTMVIV.% ��; d0t. L .3 � , DRIVEWAYS AND AT VARYING INTERVALS QF 40-60' TO I . ,e .�', x .2w ,04" , A.S'� I ...1. 'W- ­ '' , . . 3 . _ _9 : . i . '' - . . 0 . . � . . Am-W-1115 ". ji I , E q , , � . 'T , S . ,,1. I W.: Lo % *"I '���.',.��;"��,,�,- 6 . �4 1 . -'SMOOTHo , :, �*"�Q I I. ... . . � . . VARIES -----;W. SIDEWALK LANDING . . : L 0 eo 140 . . _ N, w - I OF JOINTS ADJACENT EXISTING IMPROVEMENTS. 1/2 "X 181 'a, : I- th . 8 1: . .01 .301 - . , : � & . ''' .. ... 111.1 -",z ...._�;..:� .... . I ..L .3 I 1. . � , r 11 : I u I I . 1/ 0 0 , - -- .. . * . 1. I . GREASED DOWELS 24'"O.C. TO BE PLACED THROU -NSION JOINTS. I I , ,:1 * - n I ...�.�': Lo u .� . 11 ,-A- J014r%'t0iALL VARY .0 -0 GH EXPA I .0 . :: i: � � � . I.*-- - �� .� 0(- � x 1.00.,-4,:�:��e, - I,+ ..,.. m. v,,�. ,.-:. - IZ5 : f '11*1 .1, I... ..�:, .. ._._ ., , _.. ''. ,. - 0� �Z� . IF I I v I 1. :''", ..- I -ATCWIAG I.. . � ­.11'...-.1,'. tl:...11-1.11.,.....- -I......".-., .-.1-.---_.___m �­ I I . 1 40, 11, . I% TO AlidW'M -1/4"'IN DEPTH AT lt.­­�,::�.;�:,.,.:.. .­;...!-:­­ ­­I .d. . . . � GREASW'$MooT" . - ..� 111%L- - . . I .1 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1 � i- .1 __I . I I r- 4. . * , .� ;,- :, __.) , . . � .: I �: x I I I I �-,- L 4 . . .===.=- =- -==, -.1 � k.7.�- . 11 Cf.MNTS ADJAMT I I I ,- I . : . llz�lv . Or' . I " - " . � i, ' � :%. � `#.. 71 .1 .6. ., ..o . .. I ... � 11.11 ,95V7717M7 I . ., ­ . .­.1. 6 .r . oowU OR jo, . . �. I ;, . & . ". . .. . I 'DoWaNG ImpRow- 3** MIN. 1, c I , , , . .�''.. I _­ I .; - - -�-k" - , I . . # .. 1". - I _11-4� -----_. - -I"------ ­-.! _�­­­� -I - --, L , , 4 4, 1 - 4 . I ... ; . - w - t� . . I . . -0 I I I— � L ,%, %,L 4) __ I 'll. . &, I� ., # . I I �,­�­L- ­ : 78,_._____,_ 7j�T7 ' . . I . 1: .._j : .0 1 7 r- . : .: I .� �, %o� I ,c I I REDAR W/SLEEVE L 1% vons. ,". . . 5. SIDEWALK WIDTH To LBE DETERMINED BY THE ENGINEER. ' . , - ____7� : . , , , - I . - . .I.. I � - - ­ , . ., , _ . Ao , . M,-,U,CWR.E 'P. _. I , � 11 ..''. . . I`- I ,, .,%.�.­ I x -i '. : I I . �...k .!, . . . # 'Ac.cFa, , * . I I . WING .415 -1 : ..' '-.1 . - I .. .1 . AT ALL EXPANSION . f; . I 1. v 6 . NE . I . . I I I .�.. .._ .". ,.'' a c'. . I . 10 FLOWLI � .11 . . . . �_­ _­ . . , :",. G. CURB AND GUTTER SHALL COMPLY WITH ATASCADERO STANDARD DRA _ , " � : , ; 11 �9, .,I." . I . ­ . I � : 2''. , , 1.10: ­ . . - . I ... I . � -.. . ,.:, . . I . ": . , : 1. 1. , :',T,� A. : c . . . ..L . I , . , - .,3 , , . - 1, 31 . I ­�. , . , 'a - 11 %. I ok . I . I . ..I --!:' , I A . I I I BE DAVIS COLOR `PEBB -11 OR '. 7, � 10. , �- I . I w . % . I f... 'A: � 4 � � ,,, 4 . �, I I , JOINTS AND . I I . I LE 641 .501 ....,o . .. . . � _ 0 � I . . . I v__.j. , I I .. - � '. NO. 418. CURB AND GUTTER SHALL .­ ... : . ".. ''I' ! ­%,L , 0 .. . -1 . L . . ''' " � . ,:;�%, '. "­_ �;,;, , . I I L _�g c . I . . ; : � ­ Q . ,I.6.8-151 I � ; .."l.1.0 1 . I % L ,"" -, ; `:­`­:" ; . . , I I - I . �" , ,�5. i; 1115,f-i', -: ' %9'1;8__- - % �, . 'I � � - C ONSTRU00H JQNTS� � ­ . . - 1. L...... I . I . i OR. I '. . � - I �1- . � I . I ... I PPROVED EQUAL. . , .1 I I? ,� , - ...... ,� I .,. ' 0 Ml-A . . � .. . I I .1 1;; A .1 5. . ."'. , 4 1 . -1 �. . , I .1,;1 L .I., , , . : ;,§A "I L I I � .. : � -�� E � . .1 1% :::, I . ; T . I I . : I : 4.V�q 1. �. I . . 10., I, - ''4)0: : . , '' , �' I 0 ;: L I- I ...... 11 I , . ': . I I . I I I � '0� -ww"11'10 .: !�, "t I �.o I CONCRETE --*-L'._..-�' ' '7'�-"-� 7. POLYPROPYLENE FIBER REINFORCEMENT MAY BE SUBSTITUTED FOR REBAR. I IS �,PA-,� V I � lvj.oil c! . I :--, :.:- - I. - 11 I '' -4.." . : I %, ,. I '. . I ... . [ ,q­,*4,;­ �"o'. I", , -161 w I . . . . I GUTTER .1_1. # -4 -A FIBER MUST HAVE THE FOLLOWING CHARACTERISTICS: 1.5 LBS/CY (0-01% !!11�rll�­�__!�tlt­�.�111�� .1 1.�1.I..L......-�....1-1-11 1-11.-1111. I . %m I I . I � 4"MIN. CLASS II BASE .. . I . . :.� I , I I I . ; . t� !I - . . . I I . I . BY VOLUME)v 3/4 'MINIMUM LENGTH. FIBER -REINFORCED P.C.C. SHALL I L .­ I I 1. . ­�* . . �� I I . I . . I am - . . � I BEDDING SAND HAVE THE FOLLOWING CHARACTERISTICS* 2500 PSI @ 28 DAYSo MAX SLUMP 'No w: � . . li� . .. a I I � TYPE `A* ANDL "C:r''GU'Rjq T.'o .. - I' , p , C'� 0 F 5". I . : - : ;,;,!. � ., .;­.. .11.1, � : I . . I a� CLASS 5 ,�.C4 L I - , .. , '* ' " , ; , Irs., . .. I . . , L . . I I - .. I I -i ,)a tel Cl;,, 0 , ...I. 1, I - 141 I` p , "I � �`to ! , .. -- -fi om: .�bft I b.., I _ , - I � , . . . . - %� '�T �_*f,e' g .!,Q �_, .... .. .-..I... . �. :L 0 1' - _ , - L I 8. PAVEMENT REMOVA "k ,� - _ , .,_.q "M ,t.si . . 8 � . ' I L AND REPAIR: SAWCUT, ). 'j�N . , "I" . 5 , .I � I . �, " ....1111c ...".1 .�..,.. ...,..: ,'.�­��,m.0 o: , , . , . _ DIRE T,D BE TYPE 'St *�cm - .1 . . , , ., .� , rl- . : � . ;STRUOTUP� 0�­ K,L L . . . .. 1 . . - . " ,.: %_� , . rl- ;I , . � I I 'T I PAVING, 18"MINIMUM FROM GUTTER, 8"THICK (LOCAL) AND 12"THICK . I . . .�:.� , *�"L .","... '' , ' "" I . AC F%4 PER SIEC-111014 1:9,106 S S. -­,Mu1D#,RD SPEC$- . .. ,�_:-i.. ::`:, ., , t ,.% ,!!,;: 14). � , , ;, - , . 1. . :_'.L' . . 1. I I ' I I - 0111 ., . . I : ," a ' 'I -'a-11 S -t 1, I :ro p I IL . . '04 � or ,, , 11%I':Th .1"If - L", I I I I . TATE . I -CC PAV NG AT GUTTER LIP. IF . ,.-vr,m - d:' ,-� ',� " .4-it: 14.111L," ie I I f,�X ,,, t . . 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' ` �' CRATE 1„ �11 11 1i 25 94 374 493.71 5,767,431.58 859.75 �'"' C A a q Ar,. as1 . r,_ a °. p' • . . , ° to 84 X 52 &5' X 5 PAVER PATTERN MQN L.&T RC14 , , q .1 ,a a . . .p , . . p NCRE A O CURB LINE. t d be., . 4 CO TE 2 LAYOUT GRID PAR LLEL T 31 MON CA�.TRANS PK 29573,3�3a3� 5,768,873.18 8�1.70 Q• . • $, . '° 4 �' 4 m, °: SIDEWALK PAVING HPGN F V2077 2,..,. 5010 5,763,034.22 903 a _ ta, A a K 1 3 MON 26 be I J : A ° a s ® h°' a 6. .. , t ° .A a, a a ° e 4 SEE DETAILS !° . ,,+'!! �i-+ �j•� . CITY . 4J Iz .., A..r. 4 eF : AA n 1 .. p _ • Nu . ' A a a a.,. a �� .a, . !+:� � -HALL � �-... O z a 1A 4 ' ° , 1. to • .. bA . • . • . ° . ` . a , " th• CONCRETE PAVERS, SEE '-4" MIN. + (!? �' ; 4 ,n : ... 'a. ;a PATTERN C�? .�� G7 - a q s , a :, ill b. a ,� 4, . 4 ''� 4 as a �' : . •. a _ . °, ' ..°.. : w s. EXIST EXIST EXIST EXIST R/W R/W R/W R/W s VARIES 100' VARIES 42EXISTING RETAINING 50' SQ iii WALL TO REMAIN e 41 (HEIGHT VARIES) .rt 10' 19' VARIES VARIES 24' $' 10' $umms =Iwo Now me ' . VARIES VARIES2 VARIES ON low , VARIES a 1®1.�^j�" 1/.`5/ ,�\ n.� )$ _,_..ww£`�.,..,.: .r.J•p..;p.}y{.{• ..yAw 1/ +./ r uew,..,,�,,.w»-•" T,A R.}E� \ �'i`A VARIES I d S �. o "'�•-"._."_ j, {, w° _ A I 2 :- .:! --rte.... i' L l,.'1,PF:A./,"S <;�b, 2 I ,�i 't,. ...*a='„^` �\„ r A\yh,\y ;r ^a"x S• ua..•,•- .`;cr Y 5.. 9`' « ,. /. r .,,..,•.„�-- v /d ✓ it ✓ !. a r.°. f h �M I Sc 0111111-1411 W 'f �� rr'F. ;9e /' .a'l r € d fir✓� P +w r ,v V!' JJ f ......„.. � r.r N lr F p .1 f! I• r'J �y .• 5.t .. � 4P.t♦� 4 �t '+yrY d� ► S ,..,.w.....,.,.:..,.....-.,,,,.._..,..,,........... .,y .. .'� / V' c.«R•a:.:._:...,....,.,,.,,.,,._.,.,...,,W•,,,..,5..............«..,.�:.....,: .. 'V... 'dry%., .r, r°scti. ,4 ®, EXCAVATE AND BACKFILL-- r EXISTING APPROX. 5 ASPHALT 10' 10' LWITH PREPARED PLANTING 10 t 10 GQNCRETE TO DE REMOVED AND EXISTING APPROX. 13"ASPHALT SOIL, SEE SPECIFICATIONS. REPLACED. CONCRETE AND 7"CONCRETE PAVEMENT 7F'R"0M"mST"A"5"4+2--490 TO 55+44!127: New EDEA , RAVEMENTv CURB �. TO REMAIN. GRIND AND OVERLAY TOP O . . 2"{MINIMUM) 4F AC PAVEMENT. L AIS I NCS ��,��. DTII GUTTER TO �� COr�STUTE� A� B�� FROM STA. 54+24.96 TO 55+31.12: D ALTERNATE (SEE SHEET C 12A) REAL SEC TION NEWSIDEWALK, RAVMENTv CURB & CUTTER STA. 54+26.52 TO STA. ,54+76.35 S BID ALTERNATE NO SCALE LEXIS PROX. 13"ASPHALT CONCRETE TO BE CONSTRUCTED A ING {- STA. 52+36.33 TO STA. 52+56.64 (SEE SKEET C�-12A) T . AP AND 7 CONCRETE PAVEMENT TO REMAIN.. NO SCALE GRIND ANO OVERLAY TOP 2"{MINIMUM) OF � a AC PAVEMENT. 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Yw Ln ...........M.....,,._.._...,. ....w_...-w..,t way:°.0... y/ Jy.�, EXISTING RETAINING EXCAVATE AND BACKFILL--' EXISTING APPROX. 13"ASPHA T WALL TO REMAIN WITH PREPARED PLANTING 1O'* 101i: CONCRETE AND 7"CONCRETE PAVEMENT (HEIGHT VARIES) SOIL, SEE SPECIFICATI0N5. TO REMAIN. GRIND AND OVERLAY TOP 2"(MINIMUM) OF AC PAVEMENT. � RICAL ROSAI ! .. SECTION EL. CAMINO REALSE�CTION TA: 1 +61 .+ 0 TO STA. +75.43 STA. 61 -x-27.22 TO STA. 6 1+73.17 NO SCALE NO SCALE- r ' 43 w Lu EXIST EXIST EXIST . EXIST R/W ; R/W R/W z R/W w C u c� ..:.. 10011 104' `'`C C 50' 50' 54' S0 _____ - E F ` r 1qo 10' 10' 16, 14' 8' VARIES VAR ES VARIES 8' 10` Lu 9 10 11 20 ] e a r • • a 2% :�.... 6 .i r 1 s i 1• tf. VARIES 4fr t, VAR IES wt �',1p ,• 4 i�•.t i/MG,../ 5/ -.�aeM{.'"_.,�«....,. _,..»..... .,,«,...........� ,...................�,.M... .i .,.... ....Y,,,,,,• S ....e� e F..,r.9 ........+ /� \.° r�\\V .o...-......•..,......�.. .+..- P'\fGt1'.., w.., .A;.,w,.,.r..�fr u,,;c>r^• ,7•.,.,.P VAR S 2/ 1/-2/. 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'1J r r/J' "`Jrr,psa.•,!P`;F-,.J..,... f•..,.•,,,,• r/ rP, o a.:> � ;:`y,>;:;A -`w. ti •..`..`«.�``a'ti w. //^' .f''f/ /.'' /s I a rss .}r�y T,r r.r/ ``l.d •....,_. .. _ k`r°++Y-.. w :� .+'4may\ , 4a ,� •A. =A ` �.r r%»f '/r t• ,I ./.I / a'�:!ia ei •;t; ,+ "r I v....... _.«1 `,'f" •A. .y • .. •$¢',,,>,, �%uf j`'rlYufj%.+f'.�,'s';,,J�;a%1/�°✓�F�,�rd`r''o.�/lt`;'`,YFn�f�rr"r�<%r�">r�t/ r�A ; S``: �'\ `91.f1F*.•1 S+t°w' •6..asr .mL/ ...« « � M � i i y A,UY/ I APPROX. 13"A PHALT EXCAVATE AND BACKFILL ~_ EX=ISTI'NG APPRC3Xa 13"ASPHALT .. ,� EXISTING �� S EX ,, �. EXISTING RETAINING EXISTING. APPROX.. S ASPHALTCONCRETE, AND 7 CONCRETE PAVEMENT 101' WITH PREPARED PLANTING 10 10 CONCRETE AND 4 CONCRETE WALE TO REMAIN EM4VEQ AND 10GRIND AND OVERLAY TOP SEE SPECIFICATIONS. TO REMAIN. GRIND AND OVERLAY TOP • VARIES) �4NC`�ETE TO BE R. TO REMAIN. R SOIL, .- 2"{MINIMUM) OF AC PAVEMENT. � �- �' (HEIGHT REPLACED. 2 (MINIMUM) OF AC PAVEMENT. ., ALM CAMINO ,;A1 'I .Lu EL,CAMI-NO L SECTION STA. 76+54.2 9 TO STA. 78+76.61 NO SCALEF ;DATE: STA. 53+41 .63 TO STA. 53+36.64 NO SCALE 2/18/2009 ; DRAWN BY: THICKNESSES 0 G THE CENTER 20'�OF EL CAMINO REAL ARE ESTIMATES BASED ON POTHOLING AT SAP & RQH CHECKED THE TWO LOCATIONS LI LOW. AC AND CONCRETE THICKNESSES MAY VARY AT OTHER LOCATIONS. BY: EXISTING AC AND CONCRETE :., LISTED BE aTA 52+40: 13"AC & 7"CONCRETE NQT�Sa TEM 1. S JOB NO. 1» TOP( PER EDA TOPOGRAPHIC MAP, DATED 8/21/06. 2. STA 78+40: 13"AC & 4"CONCRETE 1575Q PROVIDED BY THE CITY OF ATASCAQERO. ; EXISTING :AC THICKNESSES ALONG EL CAMINO REAL NOT WITHIN THE CENTER 20';t ARE ESTIMATES BASED ON POTHOLING AT THE SPECIFICATION NQ.. 2 IN Ami.. GASES WHERE NEW IMPROVEMENTS ARE TO FOLLOWING THREE LOCATIONS: 20 031 . . ' MATGM XISTI`N IMPROVEI NTS, TMS CONSTR TRU' SURVEYOR SNAG._ VERIFY THE LEVAT10N OF TME 1. STA 52+40, 20' RT. 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P.O. BOX 931 METAL BENCH: NO. 1 SUBURBAN RD. CONCRETE PAVING AT SIDEWALK TYP.: SHALL BE VICTOR STANLEY MODEL CR-18 CITY SERIES 6' CONTOURED BENCH, METAL VERTICAL SAN LUIS OBISPO, CA 93406 SHALL BE DAVIS COLORS - 'PEBBLE' #641 OR APPROVED EQUAL WITH HEAVY BROOM FINISH AS STEEL SCROLLS, COLOR BLACK. BENCH TO BE RED HEAD CONCRETE SURFACE MOUNTED, REFER TO WWW.AIRVOLBLOCK.COM SHOWN ON THE PLANS. SCORE LINES AS INDICATED ON PLANS TO BE 1/4" HAND TOOLED JOINTS. LAYOUT PLANS FOR LOCATION. INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS AND AS (805) 543-1314 EXPANSION JOINTS W/ MAX. 40' INTERVALS AND ADJACENT TO ALL STRUCTURES, CURBS AND WALLS. DETAILED ON PLANS. :2 CONCRETE THICKNESS, REINFORCEMENT, SUB GRADE AND COMPACTION AS DETAILED. SEE AMERISTAR FENCE PRODUCTS0 SPECIFICATIONS FOR ADDITIONAL INFORMATION. LITTER RECEPTACLE: 1555 NORTH MINGO m in z Q 0 SHALL BE UNITED RECEPTACLE, MODEL MH-46, LARGE ROUND OPEN TOP, METAL STEEL, COLOR TULSA, OK 74116 0 w CONCRETE BANDS AT CROSSWALK TYP.: BLACK, SIZE 37 GALLON. REFER TO LAYOUT PLANS FOR LOCATION. CONCRETE SURFACE MOUNT WWW.AMERISTARFENCE.COM SHALL BE DAVIS COLORS - 'PEBBLE' #641 OR APPROVED EQUAL WITH HEAVY BROOM FINISH AS FURNISHING, SHALL BE RED HEAD, USE LEG LEVELERS PER THE MANUFACTURER'S (800) 321-8724 SHOWN ON THE PLANS. SCORE LINES AS INDICATED ON PLANS TO BE 1/4" HAND TOOLED JOINTS. RECOMMENDATIONS AND AS DETAILED ON PLANS. EXPANSION JOINTS W/ MAX. 40' INTERVALS AND ADJACENT TO ALL STRUCTURES, CURBS AND WALLS. DURA ART STONE CONCRETE THICKNESS, REINFORCEMENT, SUB GRADE AND COMPACTION AS DETAILED. SEE TREE GRATE: 1785 LOCUST STREET, SUITE 11 SPECIFICATIONS FOR ADDITIONAL INFORMATION, SHALL BE IRONSMITH, MODEL M4837 ROUND & M4848 SQUARE SUNRISE, METAL CAST IRON, PASADENA, CA 91106 0 COLOR/FINISH BLACK ENAMEL, BOLT (2 PCS) TOGETHER & 3/8" MAXIMUM SLOTS OPENINGS TO MEET WWW.DURAARTSTONE-COM CONCRETE PAVERS: A.D.A. COMPLIANCE AND PEDESTRIAN SAFETY. INSTALL PER THE MANUFACTURER'S (626) 577-6000 op g 0 SHALL BE AIRVOL BLOCK INC., TUMBLED ROMAN, COLOR BROWN CHARCOAL BLEND. INSTALL PER RECOMMENDATIONS AND AS DETAILED ON PLANS. MANUFACTURER'S SPECIFICATIONS AND AS DETAILED ON PLANS. ELA LIGHTING URN PLANTER: 17891 ARENTH AVENUE - PAVERS IN PEDESTRIAN AREAS SHALL BE 60 MM. SHALL BE DURA ART STONE CAST MODEL # S-203 CAST STONE JUDICIAL URN.COLOR/Fl NISH: S-7 CITY OF INDUSTRY, CA 91748-1197 SAND BUFF /LSB (LIGHT SANDBLAST). INSTALL PER MANUFACTURER'S SPECIFICATIONS. WWW.ELA-LIGHTING.COM - PAVERS IN VEHICULAR AREAS SHALL BE 80 MM. (626) 965-0821 0 0 - SIDEWALK PAVER PATTERN: SHALL BE 8j-fl X 2 52"52" PAVER & 5-11' X 5-21" PAVER MIX. LAYOUT GRID HOLOPHANE 4 .25 PATTERN AS DETAILED. 6 PORCELANA RANCHO SANTA MARGARITA, CA 92688 WWW.HOLOPHANE.COM - CROSSWALK PAVER PATTERN SHALL BE AIRVOL BLOCK (I PATTERN). INSTALL PER Cc MANUFACTURER'S SPECIFICATIONS. MATTHEWS INTERNATIONAL CORPORATION a. ADA DETECTABLE PAVERS: BRONZE DIVISION SHALL BE PAVESTONE ADA DETECTABLE WARNING PAVER. COLOR BROWN/CHAROCOAL BLEND. 1315 WEST LIBERTY AVENUE PATTERN TO BE RUNNING BOND. INSTALL PER MANUFACTURER'S SPECIFICATIONS. EDGE PITTSBURGH, PA 15226 0 COMMATTHEWSBRONZE. RESTRAINT, SUB GRADE, AND COMPACTION AS DETAILED. WWW. wi (888) 838-8890 COBBLESTONES: SHALL BE SMOOTH COBBLES PLACED IN CONCRETE MIN. 4" THICKNESS. SEE CIVIL PLANS AND MAIN STREET LIGHTING ou DETAILS. CN 1080 INDUSTRIAL PARKWAY 0 Ln CL- 0 MEDINA, OHIO 44256 0 4 ROSARIO AVENUE WALL IMPROVEMENTS: WWW.MAINSTREETLIGHTING.COM Y (877) 723-4431 .12 WALL FACADE: WALL FACADE COLOR SHALL BE PAINT TO MATCH FRAZEE #8213 PLANTATION BEIGE. SEE MORLITE DETAIL. PRUDENTIAL LIGHTING PRODUCTS SALES 22 N MILPAS ST STE E PRECAST MURAL CASINGS: SANTA BARBARA, CA 93103 SHALL BE QUICKCRETE PRODUCTS CORP., MODEL #: Q-A4SM. COLOR/FINISH: CHOCOLATE, WWW.PLPNORTH.COMEMAIL: SALES@PLPNORTH.COM 0 TEXTURE ACID ETCH, STANDARD GLOSS SEALER. INSTALL PER MANUFACTURER'S a SPECIFICATIONS. (805) 560-6090 wW IRONSMITH PRECAST WALL CAP: P.O. BOX 10868 SHALL BE QUICKCRETE PRODUCTS CORP., MODEL #: Q-1310SWC & (2) END CAPS Q-1310SEWC, PALM DESERT, CA 92255 COLOR/FINISH: CHOCOLATE, TEXTURE ACID ETCH, STANDARD GLOSS SEALER. INSTALL PER WWW.IRONSMITH.BIZ MANUFACTURER'S SPECIFICATIONS. (800) 338-4766 00 w METAL FENCE: PAVESTONE co SHALL BE AMERISTAR FENCE PRODUCTS, MODEL #: M3 (3-RAIL), AEGIS PLUS PANEL MAJESTIC LU 3R EXT 411GAP 42111-1 81W, MIN. 42" HEIGHT FROM WALK (PARKING LOT) FINISH SURFACE, PROVIDE 27600 COUNTY ROAD 90 W Z PANEL BRACKET OPTIONS AS NEEDED, BX306 FLAT MOUNT BRACKET & BX312 SWIVEL WINTERS, CA 95674 ui LU TOm BRACKETWWW.PAVES , - COLOR/FINISH: BLACK, INSTALL PER MANUFACTURER'S SPECIFICATIONS. (530) 7954400 NE.COM CL 2 Z) 0 w C) W PEDESTRIAN TUNNEL: CL 0 3: QUICKCRETE PRODUCTS CORP. 731 PARKRIDGE AVENUE WALL FACADE: P.O. BOX 639 , C92860 Z z WALL FACADE COLOR SHALL BE PAINT TO MATCH FRAZEE #8213 PLANTATION BEIGE. SEE NORCOA 0 u- DETA!L. 06 WWW.QUICKCRETE.COM0 110-0 PRECAST WALL CAP: (951) 737-6240 Z) z cn 0 SHALL BE QUICKCRETE PRODUCTS CORP., MODEL #: Q-Bl OSWC & END CAPS Q-Bl OSEWC, UNITED RECEPTACLE COLOR/FINISH: CHOCOLATE, TEXTURE ACID ETCH, STANDARD GLOSS SEALER. INSTALL PER z w Q MANUFACTURER'S SPECIFICATIONS. 1400 LAUREL BLVD. z POTTSVILLE, PA 17901-1427 00 WWW.UNITEDRECEPT.COM METAL FENCE: Z (800) 233-0314 U) SHALL BE AMERISTAR FENCE PRODUCTS, MODEL #: W3 (3-RAIL), AEGIS PLUS PANEL WARRIOR z 3R EXT 4"GAP 7'H 8'W7 W/ AEGIS PLUS PANEL WARRIOR 3R SGL GATE, PROVIDE PANEL BRACKET oo-) 0 0 VICTOR STANLEY, INC. OPTIONS AS NEEDED, BX306 FLAT MOUNT BRACKET & BX312 SWIVEL BRACKET. COLOR/FINISH: P.O. DRAWER 330 0 BLACK, INSTALL PER MANUFACTURER'S SPECIFICATIONS. 0� DUNKIRK, MARYLAND 20754 0cn - ATASCADERO CREEK BRIDGE IMPROVEMENTS: WWW.VICTORSTANLEY.COM DATE: (800) 368-2573 02/17/09 PILASTER: DRAWN BY: CONCRETE INTEGRATED COLOR SHALL BE DAVIS COLORS - 'PEBBLE' #641 OR APPROVED BLIVI EQUAL WITH LIGHT BROOM FINISH. CHECKED BY: CONCRETE RAIL: MSF PRESSURE WASH CLEAN. SEE DETAIL. JOB NO. 15750 PRECAST WALL CAP: SPECIFICATION NO. SHALL BE QUICKCRETE PRODUCTS CORP., MODEL #: Q-1312SWC, COLOR/FINISH: CHOCOLATE, 2009-003 TEXTURE ACID ETCH, STANDARD GLOSS SEALER. INSTALL PER PLANS. SHEET NO. ---- METAL FENCE: SHALL BE AMERISTAR FENCE PRODUCTS, MODEL #: M3 (3-RAIL), AEGIS PLUS PANEL MAJESTIC 3R EXT 4"GAP 20"H 8WI MIN. 42" HEIGHT FROM WALK (BRIDGE DECK) FINISH SURFACE, BX306 L 1 FLAT MOUNT BRACKET, COLOR/FINISH: BLACK, INSTALL PER PLANS & MANUFACTURER'S SPECIFICATIONS. TOTAL NO. OF SHITS: 67 ----------- AS BUILT 17,-( -(- DATE INITIAL . � MATERIAL SCHEDULE ABBREV./SYMBOL DESCRIPTION PA PLANTING AREA (SEE LANDSCAPE PLANTING PLANS) STRUCTURAL SOIL • (SEE LANDSCAPE PLANTING PLANS & DETAILS) SCORELINE TYP. . ,. (SEE PLANS & DETAILS) CONCRETE PAVING a KEY MAP {SEE CIVIL PLANS & DETAILS) > NTS W -"`�" 2 CONCRETE BAND ` S , •, . - .w (SEE CIVIL PLAN & DETAILS) ` S CONCRETE PAVERS �� b w •�� � ,,,,. (SEE CIVIL PLANS & DETAILS) 4 ¢ � ADA DETECTABLE PAVERS (SEE CIVIL PLANS & DETAILS) COBBLESTONES (SEE CIVIL PLANS & DETAILS) D ' - FURNISHINGS ° 4 �, ,/ S SITE Lo '`,,, '"• ,� � SYMBOL DESCRIPTION ? U y METAL BENCH r •O A (SEE DETAIL SHEET L-4 & SHEET L-1) ` nw+ O�O � LITTER RECEPTACLE Q) °- (SEE DET44IL SHEET L-4 & SHEET L-1) W O ROSA IJ WALL IMPROVEMENTS LIGHT BOLLARD " \ �; SEE DETAILS, SHEET L-7 (SEE DETAIL SHEET L-4 & ELECT. DRWGS) IN, 0 O STREET LIGHT FIXTURE - POLICE STATION � 2 (SEE DETAIL SHEET L-4 & ELECT, DRWGS) �. 4�r PARKING LOT TREE GRATE ' `--✓ (SEE CIVIL DETAILS, SHEET L-4, & SHEET L-1) o< < 0 B METAL FENCING A (SEE DETAIL SHEET L-7 & SHEET. L-1) D 4Lq COLONY DISTRICT MARKER 0 2 (SEE SIGNAGE PLANS FOR LOCATIONS & DETAILS) V__ z uj> Aq � co . VEHICLE INFORMATION SIGN (NOT SHOWN, SEE SIGNAGE PLANS & DETAILS) , `' �► PRECAST URNS Q D (NOT SHOWN, SEE CIVIL PLANS & DETAILS) FREEWAY 101 aNRAM e 3 _ � _ w .v, ,....,„ 1 NOTES a o E N b 31 1, SEE SHEET L-1 FOR FINISH SCHEDULE. V °• ` " �� q �� 2. ALL SYMBOLS AND CALLOUTS ARE TYPICAL. b 3. ALL DIMENSIONS ON DRAWINGS ARE IN FEET AND INCHES. DIMENSIONS FOR PAVING SHOWN ON LANDSCAPE LAYOUT DRAWINGS ARE FOR REFERENCE ONLY. FOR COMPLETE 00 " "'°"• +� /r19 N PAVEMENT DIMENSIONS REFER TO CIVIL VERTICAL AND HORIZONTAL CONTROL PLANS. ° . ,. W 4. REFER TO CIVIL PLANS FOR ROADS, MEDIANS, CURB AND GUTTER, BULBOUTS,RAMPS,AND /� .,, ,,� .� EXACT LIMIT OF GRADING. Z�^,"f F 5. EFER TO LANDSCAPE SPECIFICATIONS FOR ADDITIONAL INFORMATION. REFER TO CITY OF CL ---� PA ," ATASCADERO STANDARD SPECIFICATIONS AND DRAWINGS AND ATASCADERO DOWNTOWN w DESIGN GUIDELINES FOR ADDITIONAL REQUIREMENTS. z PA 6. REFER TO ELECTRICAL LIGHTING PLANS AND DETAILS FOR CIRCUITRY AND FOR COMPLF-TE FIXTURE SPECIFICATIONS. ��+MI////) Z 0 '` , , " 7. EXISTING INFORMATION ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE � '"�, �., " 1 RESPONSIBLE FOR VERIFICATION OF THE LOCATION OF UTILITIES IN THE FIELD. LLQ 8. ALIGNMENT: UNLESS SHOWN OTHERWISE THE FOLLOWING SHALL GOVERN THE ALIGNMENT 10� CD OF PAVING HARDSCAPE ELEMENTS AND SCORELINES. EDGES OF PAVING AND SCORING U) Ati " J ARE PERPENDICULAR OR AT 45 DEGREES TO THE STRAIGHT LINE, ON CURVED PATHS, Z U) U) o ESCORE LINES ARE PARALLEL OR PERPENDICULAR TO THE CURVE, FURNISHINGS SHALL BE IlkINSTALLED PARALLEL OR PERPENDICULAR TO PAVING AND OTHER BUILT WORK.PAVEMENT 0 Q 0 LL. AND HARDSCAPE WORK ARE TO BE PARALLEL, PERPENDICULAR,OR AT 45 DEGREES TO o THE FACE OF BUILDING. EDGES OF PAVING AND SCORELINES SHALL ALIGN TO THE FACE OF --' Z ca N`° '"�„ �° ," BUILDING AND COLUMNS. E - t--�- qT ' 9. REFER TO IRRIGATION PLANS FOR SLEEVING, CONTROLLER, BACKFLOW,AND VALVE BOX w LOCATIONS. 0 W N4 4Q r DATE: ,f. 02/17/09 f y DRAWN BY: I_+LM f �"' � ".� ~ '"",` �'°�., �•`'` -.,,, CHECKED BY:. . EXISTING BUILDING °"�. "�, • , `w' ' MIN SF JOB NO. D 15750 SPECIFICATION NO. 2009--003 20 10 o as 40 60 N S EET NO. GRAPHIC SCALE 1"=20' (800)227-2600 L - 2 TOTAL Np. OF 5HTS: 67 r AS B ATE 14IAL . ._w.�_.. _v_ . -------------- ---------------- ------ ---------- --------- 4i MATERIAL SCHEDULE ABBREV./SYMBOL DESCRIPTION PA PLANTING AREA (SEE LANDSCAPE PLANTING PLANS) � , G STRUCTURAL salt 4 � �, (SEE LANDSCAPE PLANTING PLANS & DETAILS) w • HAMBER a " `"� SCORELINE TYP. ' COMER M `` SEE PLANS & DETAILS) .� C: 1E ,� �..... ( ,� CONCRETE PAVING NS & DETAILS . p � � '' ~�,, (SEE CIVIL PLA ) }' Y MAP N �° CONCRETE BAND �� ,� �,,, ww:�b� � '• � �,,, .,,� (SEE CIVIL PLANS & DETAILS) CONCRETE PAVERS (SEE CIVIL PLANS & DETAILS) . .. ' ADA DETECTABLE PAVERSC-1 4c �' 4 (SEE CIVIL PLANS & DETAILS) � ti / , wd �� COBBLESTONES o �� (SEE CIVIL PLANS & DETAILS) • � � PLAN ENLARGEMENT A M ��,. , �. '� SITE FURNISHINGS r PEDESTRIAN TUNNEL o l EAST C SYMBOL DESCRIPTION L . .M„ f -S-SCALE 1"== IV �, •M 4%*, 4'TYP METAL BENCH - A (SEE DETAIL SHEET L4 & SHEET L-1) , LITTER RECEPTACLE wTIE FENCING TO EXISTING � ` `~•wB SEE DETAIL SHEET L-4 & SHEET L-1 CHAIN LINK FENCE ( } . ., .. ... . ~ LIGHT BOILARD ' TIE FE INC TO EX. (SEE DETAIL SHEET L4 & ELECT. DRWGS) b CHA yw IN LINK FENCE: L - STREET LIGHT FIXTURE a '~ IL L-4 & ELECT. DRWGS Y (SEE DETAIL SHEET ) tz EAST PEDESTRIAN , 4 �- ` TREE GRATE °� SEE CIVIL DETAILS, SHEET L-4, & SHEET Lw1) < < a'TYP /� TUNNEL WALL &WALL CAPS �` ( u (SEE DETAILS &CIVIL DWGS) `w4f, METAL FENCING 0° ,� ,�,� (SEE DETAIL SHEET L-7 & S ) W z 4'TYP COLONY DISTRICT MARKER l L SEE SIGNAGE PLANS FOR LOCATIONS & DETAILS) z Ln !� '``� ` 4`` `` w, VEHICLE INFORMATION SIGN (NOT SHOWN, SEE SIGNAGE PLANS & DETAILS) a'TYA � EXISTING PRQ TUNNEL "' 0 ' PRECAST URNS ` ,,HEADWALL TO MAIN ` �. ,, (NOT SHOWN, SEE CIVIL PLANS & DETAILS) r ., ..,,..,., ` CI. ..�w X NOTES w C •, ILL! � .„ 1. SEE SHEET L-1 FOR FINISH SCHEDULE. 1. "•+ by o ,. 2. ALL SYMBOLS AND CALLOUTS ARE TYPICAL. b PED TUNNEL LIGHTING 3. ALL DIMENSIONS ON DRAWINGS ARE IN FEET AND INCHES. DIMENSIONS FOR PAVING SEE ELECTRICAL DRAWINGS SHOWN ON LANDSCAPE LAYOUT DRAWINGS ARE FOR REFERENCE ONLY, FOR COMPLETE 4 , PAVEMENT DIMENSIONS REFER TO CIVIL VERTICAL AND HORIZONTAL CONTROL PLANS. N` wmwwo domm"mowsm"mos" 4. REFER TO CIVIL PLANS FOR ROADS, MEDIANS, CURB AND GUTTER, BULBOUTS,RAMPS,AND EXACT LIMIT OF GRADING. ' °``w, "`•, w ` '` PED TUNNEL L HT TN 5. EFER TO LANDSCAPE SPECIFICATIONS FOR ADDITIONAL INFORMATION. REFER TO CITY OF Q. � O � .. '`,,o ••, ,� wn ., ., SEE ELECTRICAL Df�AW N.�S ATASCADERO STANDARD SPECIFICATIONS AND DRAWINGS AND ATASCADERO DOWNTOWN k PLAN ENLARGEMENT B EXISTING E UN `��• DESIGN GUIDELINES FOR ADDITIONAL REQUIREMENTS. Ill DESIGN z ° ,o Q PED 0 TUNhIEL�HTiNG C. �,� PEDESTRIAN TUNNEL HEAD AL,L T E A(,N "�~w `'w,,� R COMPLETE � !� SE FLECTRICAL f AWINGS �� WEST w k �, Aw 6. REFER TO ELECTRICAL LIGHTING PLANS AND DETAILS FOR CIRCUITRY AND FO COMPL 0 Opt- �` , "^ , ,, FIXTURE SPECIFICATIONS. Z EXISTIN' PEDESTRIAN `'. C✓AI»E 1"= 1 � ` .,,w �,� `,,,, w�,,,b w, .. ` ,, UNNEL UN HWY 101 n� O �'.,,A �`.,� 'w�. •w,y `•h�� w•,�V +,,. a w„�4 �'•\�„h .J ��w 1,. �"\ owiMw Iwrrt �`"` ” ® �'w,. `�',. : �""w,• ""'a ., `"` "'• '�' / , ' ` .,. mob. 7. EXISTING INFORMATION ARE SHOWNFOR REFERENCE ONLY.THE CONTRACTOR SHALL BE L�L! S`f' F�FDE � IAI �(U EL'`�. w �, 'w xw w LLI �'',,, �. RESPONSIBLE FOR VERIFICATION OF THE LOCATION OF UTILITIES IN THE FIELD. b ',,. /} <v qr ` ` . '`'°, w, '` w,,� `` .Y.,M '•.,, 4,, �"" • '" ,..""" b w,,`^^w.w(S^ E �wE T, `tla,�w&, OI VI L �,, �. ,,� ,��"` "w ` °``- o $. ALIGNMENT: UNLESS SHOWNMOTHERWISE THE FOLLOWING SHALL GOVERN THE ALIGNMENT � * "L/ � �e ,``y, '...,, ,`'•,, "! �°. 4` , h"*�bw by,`'b Y� `'., `'''• � { yw,. *� ~•", ``, OF PAVING, HARDSCAPE ELEMENTS,AND SCORELINES. EDGES OF PAVING AND SCORING �LI ARE PERPENDICULAR OR AT 45 DEGREES TO THE STRAIGHT LINE. ON CURVED PATHS, z CI, CIS 0 4k , �,, SCORE LINES ARE PARALLEL OR PERPENDICULAR TO THE CURVE. FURNISHINGS SHALL BE z z W � b ~' �... ` '} NG AND OTHER BUILT WORK.PAVEMENT C) CL. �, ``w aw .,1 ,, �• , INSTALLED PARALLEL OR PERPENDICULAR TO PAVING 0 Q INI p,� " AND HARDSCAPE WORK ARE TO BE PARALLEL, PERPENDICULAR,OR AT 45 DEGREES TO tLi C ) THE FACE OF BUILDING. EDGES OF PAVING AND SCORELINES SHALL ALIGN TO THE FACE OF h ' ,` - `w *w Y •wy ,�` ` �, "`k �°' .-, ,� `w BUILDING AND COLUMNS. I-=- F--. (� 1--- � -"". N1, 'w .....+'+' "` '•",, + 1" '. `°``" °h„'w.4"'w,, S y' ',�1"w.,,, •''w `•,:TM "'w, ONWAXWO /�ys °• `w, w " 9. REFER TO IRRIGATION PLANS FOR SLEEVING, CONTROLLER, BACKFLOW,AND VALVE BOX t-- Vy rrarw+rr "i °4�, ``a„ J '"• 'w '`� .r"' ^`'w , ". "• w w, w ui LOCATIONS, U ((10, y yYL "w � `� w1\w w t 1 "e `°-•."`'�...b °`„� .•dP �. ° �. � . �• � ,TYP DATE: 02./17/09 'h,v `. ti``' / h 'tip �:`` (� fir- w. `' '`w"w w ,~ ``w w , ^ . DRAWN B Y. * B LM CHECKED BY: MSF JOB No. YPNw E FENCI G TO EXISTING d A Fw.. 15750 � R7 `� ,, , , �. ''"°" w,,� -„.,,...,.........• CHAIN LIN FENCE � ,�, 9�Q� � SPECIFICATION NO. �N 2009-- 003 `ww 20 10 o • 20 40 60 �' SHEET NO. LZ, - , ' B�� '• x j ” ,, w,� TIE FENCIN #'G�EX. '`'�. / r �'r'~ "w` w�, � wow CD � ',wCHAIN LIN NCE ,. °� .�'" GRAPHIC SCALE 1"=20' (800)227W2600 L - 3 ^w, ` `.mow "w Ne TOTAL N0, OF SHTS: 67 A BUIL I d P�NITIAL .__ ____ __-____n _.___.____-__.e________ _. . � �.. m I TION5 PROJECT 6ENERAL NOTE5 ABBREVIA LEGEND b 4 ELECTRICAL LEOEND NOTES 4 ABBIRtVIATIONS PE5CRIFTION I. INCA AND TRENCHIN6ARE REOUIRE17, THE CONTRACTORSHALL REPAIR AND FINISH THE DIS ED SURFACE TO MATCH EXISTIN6. CONTRAC.,oTORSHAI.L EXERCISE CAUTION TO AVOID VAMA6E TO ,ANY EXISTIN6 r {. M TINSHE16HTa I ICA17E CENTER OF ELECTRICAL OUTLET 0VE FINISr .00R. � HID, COMPACT FLUORESCENT, INCANDESCENT LTGFIXTURE AND OUTLET, GEILINS2,G{NCEXISTINUTILITIES ARE CONTRACTOR EMPLOY MANUAL EOUI T F DIG � IDENTIFIED. ANY VAMA6E TO EXISTIN6 UTILITIES INCURRED DURIN6 THE PROCESS, THE CONTRACTORSHALL 2. EXISTINCS DICES SHOM SAME AS FOR NEN EXCEPT DASHED; DISCONNECT AND A SANT, HALL MOUNTED. 5AITCH a, CIRCUIT 2, A IN FIXTURE SCHEDULE. IMMEDIATELY T TO THE OANER AND SHALL IMMEDIATELY REPAIR AND RESTORETO OR.16INAL CONDITION RE NNECT DEVICES AS INDICATED. POST TOP AND POLE MOUNTED LIGHTING FIXTURE AITHOUT ANY ADDITIONAL CrOST TO THE OINNER. 2. THE• XR REMOVE Ex15TIN6 �+EViGE AND OUTLET. LET. 51NbLE MEAD, OLE TED PA�RIGINC� LOT LIGHTING FIXTURE. . XISTI CONDITIONS S H A IL.D! S, NG PAVEMENT A X EXISTING DEVICE AND OUTLET TO REMAIN. SLABS, EOUIPMENT SUPPORT PADS, PARKIN6 LOTS, AND ASPHALT PAVING, AS SHOM ON THE PLANS ARE XN EXIST{NG► DEVICE AND OUTLET 1N NEN LOCATION. DOUBLE HEAD, POLE MOUNTED PARKING LOT LIGHTING► FIXTURE. TA M ISTI 1N D 5 A RIFT Y FIELD OBSERVATION. IT SHALL BE THE �'� CONTRACTORS RtESPONSIBILITYTO ACCURATELY LOCATE ANY AE30VE 6ROUND STRUCTURE THAT MAY XB REMOVE EXISTING DEVICE AND PROVIDE BLANK PLATE. ?LLAD LIGHT FIXTURE Z X INTERFERE AITH THE INSTALLATION OF THE HORK. ANY DAMA6E TO EXIST. STRUCTURES LTI M XR,R REMOVE EXISTING DEVICE AND OUTLET AND RELOCATE TO NEA LOCAATION. 15 MRK, THE CONTRACTORIMMEDIATELY REPORT TO THE OMER AND SHALL REPAIR TO MATCH > EXISTING AT Na ADDITIONAL COST T® O XRN REMOVE EXISTING DEVICE AND OUTLET, VIDE NEA DEVICE AND PLATE. FLUORESCENT LIGHTING FIXTURE AND OUTLET"', CEILINC5, PENDANT, WALL MP a,b MOUNTED, SNITCH a INNER LAS AND b OUTER LAMPS, CIRCUIT 20 ry • GT{0 {GES TOP NT BIN FIXTURE SCHEDULE. � ;,� E�/ 5. CONTRACTOR ICI T BARRICADES A TEMPORARY PROTECTION AFF ABOVE FINISH FLOOR MTD MOUNTED PEDESTRIANSOR NON-AUTHORIZED ACCESS TO ANY OPEN TRENCHE-5CONS TION ACTIVITY. MTty MOUNTING► ~�'"`�'"`�...� FLUO ' SCENT STRIP OR INDUSTRIAL L16HTIN6 FIXTURE AND OUTLET, � 4a5 CONTRACTOR Vi 5 PLA TO G0 IBES IN TRAFFIC AREAS, A PLY OD TO AFG ABOVE FINISH G ~`�"" CEILING, SANT, HALL MOUNTED. COVM TRENCHES ELSEV44EREINC PERIODS N4EN TRENCHESARE UNATTENDED. AL ALUMINUM NL NICHT LIGHT �F( :2DUPLEX CONVENIENCE RECEPTACLE AND OUTLET, [VERTICAL] +16". Na E014587 AMI~' AMPS NTS NOT TO SCALE CIRCUIT 2, CFI=GROUND FAULT, CIRCUIT INTERRUPTER, WITH PUSH-TO-TEST Exp.sly 10 4. CONTRACTOR SH IMMEDIATELY T TO O AND AIR PAVI , SID K5, CONCRETE AYES► AMERICAN Y41RE 6ALI&E NO NUMBER AND RESET BUTTONS. S DAM GUT TO THIS CONTRACT TO MATCH EXISTING. C CONDUIT P POLE JUNCTION Bax AAL.L./GEILING MOUNTED. S. ALL CONDUCTORS SHALL BE MINIMUM O AIRF SIZE 15 12 6. CONTRACTOR SHALL INC SE NCH CI UIT ( T AND AL GO TO ) AI SIZES BASED ON TI B I`#NCGB CIRCUIT BREAKER PNL PAS CIRCUIT LENOTH A5 FOLLO : CL CURRENT LIMITING PNLBRD PANEL50ARD R.AAGEAAAY RUN U,,NtXR FLOOD OR UNDER6ROUND. U9 � a CL6 CEI LING PSLD POWER SINGLE LINE DIAGRAM u Q FOR 120 VOLT CIRCUITS: GO CONDUIT ONLY EN'IP"iY GEAAY RACEAAY RUN CONCEALED IN N�ALL OR ABOVE CE{L eN6. � VIDE # 10 Y4I F CIRCUITS LA THAN 10O SMALLER THAN 115 PYA PO6. a. AITH MULL LINE °' X b., PROVIDE # 8 AY46 AIRE SIZE FOR CIRCUITS LAR6M THAN176 FEB' BUT LESS THAN 275 FEET. RPU RIVERSIDE PUBLIC UTILITIES CONT. CONTINUATION (CONTINUED) — �-- EXISTING RAGEKAY. c �. Vi # 6 AI SIZE F CIRCUITS LA ER THAN 216 FEET BUTS THAN 425 T. SHT SHEET � o d. PROVIM # 4 ANS Y41RE SIZE FOR CIRCUITS LARSER THAN 426 FEET SJT SHORTER THAN 6'05 FEET. CU COPPER RACEMY DE DUAL ELEMENT SQUARE u w r IAT HE AREA TO TIME E :LAY ..._.... --X—.- DISCONNECT AND REMOVE EX15TIN6 GaNPUGTO , GA BLE5, V41RE DIA DIA BACK TO NEXT ACTIVE- OUTLET, PA►NEL130A IRO OR TERMINATION, NOT PART ELECT ELECTRICAL TELE TELE REMOVE ACCESSIBLE RACEMY5. U.O.N. ,. o a 0 OF THESE I TI TENANT IMPROVEMENTDOCUMENTS w TTBTELEPHONE TERMINAL BOARD HOMERUN A=PANEL I =GIRGUITS &..r:OUIP ASND/OR 160LATED at EXIST EXISTING _ r t t T VE PA OR TERMINATION 0 O INC EQUIPMENT G CONDUCTORS A E Y S! A INC-PLY TO ETNEC OU1 TS. FIRE ALARM ' TYPICAL � ,� I,5 GROUND BAND, CONTINUE TO RESPECTIVE: NEL U VIDE ADDITIONAL ,UNCTION / AI YS/ LIGE5� OUI D TO TERMINATE ALL CONDUCTORS INTO FA (A, TTB, ETC.) AS IF ROUTING AAS SHORN IN ITS ENTIRETY. o�� UL ITERS LABORATORY BFA ANNUNCIATOR PANELRESPEPA5, L! T FI , C RECEPTACLES, DEVICES, ETC. FAAP Q v FA CONTROL PANEL UON UNLE55 OTHERAI5E NOTED M!NUIMUM „ „ < o . CALIFORNIATRlGAl.. CODE GEG LATEST ADDITION. FRCP I/2�G�2#I2AA�IWG /���G-�'. 12A�VV� � �, 6. ELECTRICAL CAAL SHALL COMPLY TO CA LIFORN A ( ) G FI GROUND FAULT INTERRUPTER V VOLT RACEAAY I/2 G�- 12AAG /4 G I2AAWG d „ w AATTS CONDUCTORV I/2"G--4�I2,��VU�► /4��G-S#{2A r < o `T. CONTRACTOR SHALL ONS115LE TOG SERVICE ALEFT o 1-600-221-2600 PRIOR TO G►RD GROUND (G) (CND) 51ZE5, UON � ►� tA co N OOMMENCINSSANY TRENCHINO. THE EXISTIN6 CONDITIONS OF BELOA 6ROUND PIPIN& AND UTILITIES SUCH AS 6AS HID HISM INTENSITY VISCHAR6E ' NSA OF DEVICE. A�, TRIG CONDUITS COMMUNICATION ITS NEMA 5R ENCL FLEXIBLE CONDUIT AND GONDUCTOR5 SAME A'6 BRANCH CIRCUIT, MAINS, MAINS, SANlTAR,Y , ST , ELECTRICAL , AND OTHER UTILITIES ALON6 w1TH ASSOCIATED VALVE BOXES, VALVE PITS AND MANHOLES, ARE TAKEN FROM HPF NIGH POY R FACTOR.. PROVIDE 1/2"C-5#12 AAC To DUAL SAITCHED LIGHTING FIXTURES. � 0 EXISTINry RECORD ORMIN65 AND VERIFIED BY FIELD OBSERVATION. IT SHALL BE THE CONTRACTORS LP5 LOA PRZ5SURE SODIUM RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION AND PEPTH OF BELOA OROUND FIFIN& ANP UTILITIES LTG LI&HTIN6 RAC51AY STUB OUT (AITH ELL) 4 CAP (ABOVE FINISH GRADE). IMMEDIATE VICINITY R AN ON I NOT. CON T SH MARK ALL IN { t EXIST. PIPIW.7 AND UTILITIES AFFECTED BY THE AORK USING UNPER6ROUNP PIPE LOCATOR TO COGNATE MIECH MECHANICAL �T� TELEPHONE RACEAAY. 3/4"C.O. (U.O.N.) z P 1TION OF PI CONDUITS A Y PAINTING LOCATION OF PIPES AND CONDUITS ON MSB MANN 5104ITG ARD Z SURFACE. 516NAL RAACEAAY (DATA, VOICE 4 VIDEO). 2"0.0. f U.OrN.) w 4 _ -- 0 RACEAAY STUB IF. RACEAAY STUB DOM. M TTI5 RACEAAY STUB DOAN. TELEPHONE TERMINAL BOARD. W UTILITNr COMPANNr T" < PANELBOARD, SURFACE MOUNTED. PA ARD F MOUNTED. " AND SERVICE GE REOU I REMENTS w1 TH THE FOLLOAI NGS r I. VERIFY EXACT' LOCATION ,.� W COMPANIES PRIOR TO BID. MAIN SERVICE SAITCHBOARD CL µ L . C!7 U-1 PACIFIC, CAS � ELECTRIC CONTACT: X55 CRACKNELL TEL. (805) 454-4424 HANDHOLEt PRECAST CONCRETE CONCRETE BOLT DOM COVER (PROVIDEH c STEEL PLATE BOLT DOWN COVER RATED FOR H2O BRI0" LOADIN& AT A.G. W PAVED AREAS) LETTERS "LIGHTING" ON COVER, 8-5/4" X 14-1/6" X 22" CK 2. ACTUAL LOCATION OF UNDER&ROUND CONDUIT 4 PLACEMENT OF SU55 OTUR S DEEP 10 U.O.N. WT ON ONE CUBIC FOOT OF C"RAVEL wiTH TOP I" AVE V) > TO BE D 17ERMINED BY THE RESPECTIVE UTILITY CO. ENGINEERING DEPARTMENT. FINISH GRADE (ONLY AT LANDSCAPED: AREAS). w coz ROUTING OF SERVICES A5 SHORN MAY \/ARY FROM ACTUAL UTILITY CO. EXI5TIN6 6ROUNDIN6/6ROUND ROD. Cil INFORMATION ARE 5HOAN FOR REFERENCE ONLY.. THE CONTRACTOR SHALL BE ri0 SPON51 BLE FOR VERIFICATION OF THE LOCATION OF UTILITIES I N TWE FIELD. �-- DETAIL #I SHORN ON SHEET E2. �-- J w W CONTRACTOR r a . ELECTRICAL S�AL ~ROVI � ANtIN5TALL ALL PRIMARY AND .A CF NEMA5R PU.lX. o w� C SECONDARY CONDUITS, TENGHING RAND BACKFILL, HANDWOL.ES, TRANSFORMER a 0o . PADS, GROUND I NG AND OTHER CONCRETE,5UBSTRU011UiES IN ACCORDANOF. DATE Y4ITH PG 4 E REOUIRMEN'T'5. 11/07/08 DRAWN BY: MU,JLB 4. THE RE5PECTI VE UTILITY GO. F I NAL DRAM NG►S SHALL TAKE 'RECEDENCE g OVER TIS I a FLAN ANDBE THE ACTUAL CONSTRUCTION DOCUMENTS. FOR CHECKED BY: gUTILITY COORDINATION NOTE BID PURPOSES ONLY. 1045 14 St., SUITE 110 G Z,C Z N SAN DIEGO, CA 92101 JOB NO. PHONE: (619) 398-3479 ACTUAL LOCATION OF U ERGO CONDUIT PLACEMENT OF B5 CTU S S. TRENCH, BAGKF 1 LL AND REPAIR AAI R. f TO t�'iATG t EX i 5T. GO ND I TI ONS) EX I EST, FAX: (619) 398--3482 013-08-101 SPECIFICATION NO. a W � A To BE DE I NED BY CONTRACT . CON GTOR SHALL. FIELD RI FY ROUTING STET PAVl1 NCS. PROVIDE NECESSARY TRAFFIC 1 G CONTROL, BARRICADES,I LADES, ENGINEERING,XNC. 2008-005 a OF SERVICES A FAMIL.ARIE YV ITIS EXISTING► CONDITIONS PRIOR TO BID TEMPORARY OUIPMENT, ETC., TO COMPLY Y41TH CIT'Y''' OF ATA SOA4x RO d SHEET NO.' CONTRACTOR SHALL CONTACT P6 E TO VERIFY EXIaTINC► GO ,.{TIONS. AND THE RESPECTIVE UTILITY CO. RECtUIN�NTS. , ELECTRICAL CONSULTING ENGINEERS w b AND LIGHTING DESIGN p (800)227-2+ 00 TOTAL NO. OF SHT$: 32 BUILT L DATE t i r • 64ROUNDIN& TERMINATION MLVED TO POLE, ViIT H LT ON LI INSIDE POLE. .......� .b u PROVIDE SILICONE SEALANT AROUND ANCHOR L16HT PO BOLT HEADS CONCRE"T"E BASE —BOLLARD METALPLATE SHALL EXTEND 2" FIXTURE TYPEP CoOVER. SAME FINISH AS #10 AY46 CU. FIXTURE ABOVE GRADE FOR "G" POLE. T ! SS STEEL 6ROUNP BOND Y41R.E. FIXTURES LOCATED PACK SOLID V2 5HEET T ANHEADHA LE IN LA►NDSOA D NON-SHRINK 6ROuT GO RP ��� BET�V��EN FIXTURE BASE AND FIN15H GRADE. ZX o 1NLANDSCAPED S, T r CONCRETE PAVING t;, FINISH (S " LA1405CAPE W BeCONCRETE rr�� A�+ PLANS) SHALLE nor" AE6; !i !9 t0 I T 45/4 X2°7 LX5 GRADE. SHALL BE FLUSH WITH &RADES ---. - MIN. ANCHOR 'III'!I I � II � li" f f hI 1 ISI I � E�ssi 1— BOLTS. I= I r I I-- 9l --I II ISI i ISI I 11=1 117 a . TIES AT --HA 500 PAVING -1 I ISI Q Illi I((_ r,►, � �, ,• 1 1/21r O.G. ( LANDSCAPE FLANS) NO, KALKMY (4) %0XIO" o f Q 4I NO.E014687 tSALVAN{1" "`lD i l I I _ _ I _I LL 26" 2411MIN) EXP.6i 10 ANCHOR 50�.TS •�'I e • — f j I,1 I�(j I— I�I'I._Til---I � 14 < II I I I 1=1ff==tt .�l�1L E i-t'!1 .�q +�:1.1.1.--1ll= w •' 11 111=111 111=1�=l Ll-=�1=W I.; AI I H rG -I111= -• -•- LIl-- 1-111=1L-1 -1L; -I 1 "Ll' B SET , POURED CONCRETE �I I� ~~Q �" :• 11 �;�►� =Lll i i�, ! = 24;I i; a BA6E 5000 I {N. :. . .� . � s IN 26" DEEP 4 CONCIE BASE TIES Al •'.'a.a <, I2" O.G. CONCRETE . :..� . BAS U TICAL. 3'MIN. El. CTRI GA L - CONDUIT A WI S, d 20" DIA. CONDUIT OUND OAOE. 24„ CONNECT TO PANELAS a 4 NOTED ON DIS I N6. DIA. E bo U 12 Po"' E" MOUNTED 5OLLARD BASE DETAIL.. � a EO.2 SCALE: NO S EO.2 SCALE: ND SCALE 0u PROVID �. CONCRETE BASE AROUNP � °, a 20" VI IN6 WI OW 1 FIXTURE (SEE L.AND50APE PLANS) © 1p �.. . _ ._...... ... .. ASPHALT HARDSCAPE PAVING 14 s © � a bo ® p I . .. .. --11 a a a BLANK METER , a t- Z ori -•� � ,� I ,# SOCKET WITH ASPHALT . .� h th CO...., L._ J TEST BLOCKS Q .� 1150 51 DE HIN&ED HOOD. I METER/TEST (I�-III=1 I I--i ..k t� LO ° SECTION GO 24FIXTURE " 11-1Li=111 11�=I I {N—C 16 POSITION `. ' �... . ... .. . .. ...... ._. III� II P.E. CELL , ,I�,., i.,,�- .;cill W/ MAIN ..�,. { -1 I TSI I I� CONDUIT AND WI RES, A I r 1 TI CLOCK I TERMINATION CONNECT TO � 1ll 1 i l CONNECT TO CoON101ROL � Q ! LAND IN6 NEXT F I XTURE -LI1=1�1�LL I I 1 I E'''AtiNL. Ati5 IdOT",„r7 011 t I r ! L_J HIN6 LO I CONN Ii _11I: I ! G ACCESS I I SQUARE NON—TAPERED ! —� DRAV�IIN6. w �� NEXT STEEL POLE 4 50. X I w ! I I ! " I r---•� 1 I PEDESTRIAN WALKWAY 20 FOOT X 116AUC POLE l20V CONTACT SHAFT. EXTERIOR FINISH m BLOCK `--- I � SEALABLE AND WARNING S{6N�-- ELECTROSTATICALLYINIllIllIll(SPRADE I I I REMOVABLE SL=RVICE APPLIED 5 MIL. MINIMUMW I a THICK, BAKED ON Pc�l��R E-0.2 SCALE: NO SCALE SIN{ 6 GO HO IN6 I TERMINATION COATING IN DARK GREEN FINISH. DOVER. < � A PAD 4" THICK. P ALLCL S: J EXTEND 4" BEYONDPA r < EST (ALL SIDES) SL HEW 6ROUNDI N6 TERMINATION W I--�- P Y' M PEDESTAL, AEL DED TO POLE, WITH CL W 2" AE6• O WITH HIN OD BOLT ON Ltd►, INSIDE VOLE. 0 ' WF' OUTLET FOR � . N ! DE6 � � I RR{GATT ON � 0 � . #10 ,�� GU. FIXTURE CONDUITS SHALL CONTROLLER � METAL BASE PLATE 6ROUND BOND W{ . BE PVC COATED W -- COVER. SAME FINISH AS R1610 S� W :D .�.. HANDHOLE � r POLE. STAINLESS STEEL VERPLATE. (2 MINIMUM) " FINISH GRADE• I CO .. SHEET METAL PAN HEAD' 4-5/4"X2-t"LX5" I I 1 1 1 I II ) I I I I IEll z: I IN LANDSCAPED AREAS, TOP OF MIN. ANCHOR =� I I-�w z L , GONG SHALL BE 2" AF6; BOLTS. 1. -1 I I 111-- I I I I ! I C/"1 ® ® L 24 w O W OTHE {SE TOP OF CONCT�IETE CONCRETE PA'�I N6 =1 1 I I _ � I2" . � 12" DELA � �- �' w CO D SHALL BE FLUSH WITH GRADE. CO _ I I-- z _. ... ..... ... ... � CONCRETE BASE Qi 52" INCOMING SERVICE � '� � --,..w---- -- 5" TIES AT W o T1 111=111 ' ;: tia 11--I i.1-�-111=111--I i La 11�I i i—I i I I I—I t Iw CONDUIT T AND lNl�, AHERE LOW VOLTA6E OCCURS --�i-�I-1ll-�1=1ll=1�1=1M�- �1=1 - I—I 11--ISI_i 1I 111 III III-III__-i 1_ y CONNECT TO PANEL AS PROVIDE CONDUIT ONLY DATE: _f91—ff1 0, LE AND POURED GONGi'• .`I -i i l qi;, ;, , it i� „�11- ;.IJ 1� NOTED ONWINC�►. :. .a 11/07/08 REMOV LE BASE 3000 PSI MINI � • . • •`. : � DRAWN BY: VICE o 0 36u MINI m ,� rtN1v OUTLET DETAIL TIM► AT 4 TERMINATION GLEA NCE 12 O.G. E0.2 `' C' NT CHECKED BY: COVER. OUI 6# VERTI CAL. 3"MIN. 1045 14 st., SUffE 110 G z,C z a TYPICAL E 5TE..L. R �.E�A� SAN DIEGO, SIO PHONE: � 9101 JOB N0. ROUND GAGE. 24" (619) 398-3479 013-08-101 UTA. FAX: � (619) 398-349 SPECIFICATION NO. m ENGINEERING,INC. 2008 -005 CON OL PANEL., 5 L.A�R CELL. PANEL PEDESTRIAN I L ELE RI L ONSULTING ENGINEERSSHEET No. LK Y IN .NIN I N POLE MOUNTED r= VETAc �. METER/PANEL PEDESTALDETAIL `b E0.2 SCALE: NO SCALE AND LIGHTING DESIGN EO.2 SSG a NO SoCALE PROVIDE WITH (4y et 0 . 2 p ANCHOR BOLTS "L STYLE". ($4Q}227-•2fiQQ N TOTAL. N0, OF SHTS: 32 AS w WA BUILTP DATA INITIAL me. _ Y L16HTIN6 FIXTURE 50HEDULE I ELEo ICAL S DESCRIPTION LAMPS WATTS MANUFACTURER 4 CATAL06 NO. POLE MOUNTED ACORN LIGHT FIXTURE, 1TH DARK WEEN FINISH, (1) IOOYq HP5 1 I6 HOLOPHANE ""WASHINGTON POSTLITE"" 1. THIS SPECIFICATION AND THE DRAWIN 5 COVET FURNl�►HING� AND INaTALLINC� COMPLETE AND AND BUD FINIAL, 12OV. GOATS ED1 D #WAU IODHPWNI-N-5 OPERABLE ELECTRICAL SYSTEMS. , `7 MED BASE ANTIOUE STREET LAMP POLE= 2. THE 5PECIFICATION5 G CONDITIONS AND SUPPLEMENTARY CONDITIONS ARE A PART OF ri%N� SEE A REFER TO SHEET #PA WII12 2FGIU5-5 ANDD THIS SPECIFICATION. /L— 'L1C HT FIXTURE" FIXTURE 5+ A E I AT GAO CIIY- aTAN26LR2 T IXTU 5. SUBMIT FIVE (5) COPIES OF A MATERIAL LIST OF ALL MATERIALS PROPOSED FOR TH15 PROJECT AND SHOT='' DRAINI NC75 OF PANELBOARD5 AND 51 TCHBO ANO CATALOGS GUTS OF LIGHTING FIXTURES. x IN—GRADE LEO FLASHING CoRO55HALK LI+C HT FIXTURE (10) LEO'S 12 MILIAMPS LIGHT WARD SYSTEMS, INC. Flo 0 E3 FIXTURE TORE LED FLASHERS: TYPE 65—C CA WORK SHALL COMPLY WITH LATEST ADOPTED EDITION OF LOCAL CITY OR COUNTY PER PER FIX ELECTRICAL L It CONTROL UNIT= L&5-50LAR SYSTEM 50LAR BUILDIN& CODES ANIS CALIFORNIA ELECTRICAL CODE tG.E.G). ry SEE D. AND �FER TO SHEET �" CELL PANEL PEDESTRIAN 516N: L&S�-NII A-2 /G CROS K FLA H I NG LIGHT T SHALL BE NEYV LISTED BY I TER S LAB (U.L.). C ESS/ PUSH BUTTON= LOS�PBA 5. ALL EoUI� 6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND SMALL BE RESPONSIBLE FOR ALL � � 10, .r DECORATIVE FLUTED 45 H16H LLA LIGHTING FI WITH (1) 50W HPS 65 ELA LIGHTING INSPECTIONS BY LOCAL AUTHORITIES AND UTILITY COMPANIES. ci OPAL LENS, DARK 6REEN FINISH, 12OV. COATED ED17 30L-5024L–VO-120V NO.E014587 S MED BASE . SUBMIT ""Aa Bl11LT'-�i�GOi " ELECTRICAL PRAYJIN65 ANL7 COPIES OF TY PED PANELBOAR SCHEMES. Exp,61 `10 S5(�M 01 , A FER TO EET 0` 5/L4 13OLLARD FIXTURE" S A 00—LLM2, I HT XTURE 6. ALL YORK SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR FROM THE OFFICIAL Ci ATE OF ACCEPTANCE BY THE OWNER. K4kLL PACK FIXTURE, HEAVY DUTY COPPER-FREE DIE CAST (I) I OOW HP5 I i GUTH LIGHTING CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL DIMENSIONS, SITE CONDITIONS AND COORDINATION ,. ALUMINUM H SING, FOLYCA NA LENS, STAINLESS STEEL COATED C-011 #WL15-P--IOOH-M WITH OTHER K. A MED BASE � � a �? HA , 51 DE ENTRY KNOCKOUTS FOR TH W I RI NG, DARK U BRONZE FONDER GOAT FINISH, 12OV. 10. ALL CONDUGTOR5 SHALL BE MINIMUM SIZE #10, TYPE 150, COPPER, THM/THHN INSULATION, COLOR STANDARD 5-5E IGHT' IX RE. CODED AND INSTALLED IN CONCEALED AND EXPOSED RACEWAYS. ROUND OR IRING.GHTING ED F VANDAL S15TANT IS`" DEGO T!V L MOUNT FIXTURE, (2) 26W QUAD MORLITE LI . T E NHITE OPAL LENS, EYELID FRONT AocENT, SUITABLE FOR, NET SOOOK #DF I I°°"FP�YYO-226�wE�Y�ILL-�B-i SOV yq LISTING, E FINISH, 12OV. I.�.r PROVIDE RIGID GALVANIZED STEEL (R65) CONDUITS ON EXTERIOR LOCATIONS (EXPOSED TO WEATHER) AND INSIDE ALON TUNNEL WALL. RGS CONDUIT SHALL HAVE PROTECTIVE FINISH COATING ON INSIDE AND ' OUTSIDE. RACEWAYS AND SUPPORTS SHALL BE PAINTED TO MATCH EXISTING SURROUNDING AREAS. POLE MOUN D 20" OPAL SPHERE GLOBE LIGHT F I XTU , WITH (I) 150IN HPS' HOLOPHANE "UTILITY PRI 5MA� SPHERE P05TL I TE o DARK 6REEN FINISH TO MATCH POLE FINISH, 12OV. COATED EDIT #P5U-15AHP-MA-DARK GREEN-M-5-PC 15. . UNDERGROUND OR UNDERw5L.A8 RACEWAY5 SHALL BE PVC 5GHWULE 40, YVITW GROUND CONDUCTOR. MED BASE HOLOPHANE "COLUMBIA" SERIES VOLE: ,� 14. ALL ELECTRICAL MATERIALS AND EQUIPMENT EXPOSED TO WAS OR WEATHER SHALL BE Y`IEATi4ER o . REFER TO SHEET S-S "BRIDGE #C"7/I��G I-DG 6 d - PROOF AND NEMA 5R. ENCLOSED. o �? ENHANCEMENT DETAILS 1!12MRE 5H6L BE CITY OF ATASGADERO CITY 15. NAMEPLATES SHALL BE MIGARTA PLASTIC, AHITE FACED, BLACK GONE PLASTIC LAMINATE, < c, �, 5-INCH BY I-INCH HI&H MINIMUM, FOR DISCONNECT SINITCHES, PANELBOA , FEE-DER 5W1TCHES � ° un Ili "" RINCSs 415 DE51 GN FLAN AND BREAKERS. ,� o Q DIA. DO LIGHT W1 TH LOW COPPER ALLOY CAST TRIM 'R N , (1) IOW � WHITE MARINE GRADE FINISH, TRIPLE GAS D, HPF BALLAST, COATED DI I6. RECEPTACLES ES AND QUIET TOGGLE 5WITCHE5 SHALL BE 5PCIFICATION GRADE. PROVIDE GoROUND j POLYCARZONATE LENS, ,ZING COATED STEEL NOUS I NCS, MED BASE FAULT INTERRUPTER RECEPTACLES WHERE SHOWN. PLATES SHALL BE SMOOTH PHENOL I G STAINLESS STEEL 50RENS, 120V. PLASTIC, COLOR DIRECTED. PROVIDE HIN6EV METALLIC 6ASKETED PLATES AT INTERIOR � WEATHERPROOF OUTLETS AND "WET LOCATION MOTH COVER OPEN" COV ERS AT EXTERIOR o I2'" DEEP ACCENT UP-L.I GHT WITH A5►Y'MME I C HPS 65 DE51 CSN F'LAi�! WEAVE OOF CUTLETS. � 10 . X (I) 50Yy ST"AINL 5 S EL FRAME, STAINLESS S EL 5C W5, COATED ED!'7 #255-q -L6 SON HPSr-4-55-0-E--T-O � ° E D GL.A55 LEN , I2OV. MED BASE 11. OUTLET BOX SHALL BE GALVANIZED ONE PIECE PRE55ED STEEL, 4" 5WARE BY 2-1/6" DEEP � :3 FOR RACEWAYS UNDER I" SIZE AND 4-11/16" SWARE BY 2-1/6" DEEP FOR RAACEHAY5 I" 51ZE AND z LARGER. MOUNTING HEIGHTS SHALL BE TO CENTER OF OUTLET BOXES. 1a J Y DI�NNEGT SWITGIES FOR ALL MECHANICAL EC�UIPMENT, 15. PROVIDE HEAVY DUTY FU5ED 5AFE7 W1TH FUSES AS REQUIRED ON SQUI NT NAMEPLATES. CLASS RKI, BUSSMANN #LPN-i I '✓ .L RK, c DE, CL, TO. FLEXIBLE METAL CONDUIT CONNECTIONS. y Int. LIGHTING FIXTURES SHALL BE--AS SHOWN, COMPLETE AITH LAS. w FIXTURE UL ENC�TES► --- 20. PERFORM GUTTING AND PATCHAND DRILLING OF THE GENERAL CONSTRUCTION K:W WHETHER `� z EXISTING► OR NEW, WHICH MAY BE REWIRED FOR THE INSTALLATION OF ELECTRICAL WORK. ~� 0 CL PATCH WITH THE SAME MATERIALS, WORKMAN5HIP AND FINISH A5 THE ORIGINAL WORK AND q F ACCURATELY MATCH ALL SURROUNDING WORK. W < i NO TITUTION5 WILL BE ALLO D W!T UTA OVAL OF LANDSCAPE ARCHITECT AND/OR OY4NER S REPRESENTATIVE. CL �J 21. ALL WORK MUST BE FURNISHED, INSTALLED, CONNECTED 4 TESTED BY A CALIFORNIA LICENSED < LL_ VERIFYVOLTA A EXI TING CONDITIONS I TO INC OF FIXTURES. IF THERE ARE ANY DISCREPANCIES OF VOLTAGE, CONTRACTOR c) ELECTRICAL CONTRACTOR. W� C/) CJ SH NOTIFY { OF FIXTURECONFLICT. bi 22. PROVIDE TYPEWRITTEN PANEL. DIRECTORIES FOR ALL PANELBOARDS AND LOADCENTERS. FIELD W cl.-. VERIFY CIRCUiT5. LLI 48 z W w0 Y z LLJ o W O V/ w Ld DATE: 11/07/08 DRAWN BY: Y ' MU,JL_B CHECKED BY: 1045 14 St., SUITE 110 G Z,C Z SAN DIEGO, CA 92101 JOB NO. PHONE: (619) 398-3479 013-08-101PAX. (61.9) 3983492 SPECIFICATION NO. ENGINEERING,INC. 2008-005 SHEET NO. a ELECTRICAL CONSULTING ENGINEERS AND LIGHTING DESIGN y - Or, 3 (800)227-2600 E C w TOTAL. NO. OF SHTS: 32 BUILT .m .___-------- SERIES RATED FOR 42,000 A1C 120/2*) VOLTS, 10, 5 wl i�'E SOA/2P MAIN CIRCUIT BREAKER 2fDNL MPA TIYPE: NOOD PEDESTAL MOUNT.,.P CHID. 4 NEUTRAL BARS► !aa AMP BU5 VOLTAMPS 42,000 AIG VOLTAMPS DE50RIPTION 4) A 05 C/B3 K I K 0/5d� A d� DESCRIPTION TUNNEL L 16HTS 446 20 1 A 2 SPACE ' PANEL PEDESTAL "MPA" 2 3 TUNNEL LIGHTS 4q6 20 5 B 4 SPACE .w --------------------- NEMA m.ww v uw....mn.aw — w wn.n..r—r++.sur...w a.e.w..r—w..�.w....—.wr.w...—.nwrw..wr— I BOLLARD ACORN, LT, L 255 20 5 A 6 SPACE MA STAT S STEEL LO , 1 e ---- TIME CLOCK 200 20 8' SPACE L . SPARE 20 � A !O SPACE SEE ELEVATION DETAIL #4/t-0.2 M P64 E METED SPAR2a 11 5 12 5�'A�GE t . A � 13 ,� I4 ' r z x D 2P 15 a 16 o x IOOA, 120/240\/, 1 , 5w, 42 KAIG BU5 A I w P64r: PONER COMPANY CONTRIBUTION t ' ry TO FAULT CURRENT WILL NOT EXCEEDFESS J i I Y 21 A 22 O 2 OOA SYMMETRICAL ' -�-. N s . I I I I 25 5 24 s L _ .._ _ .._ _. .. .._.,........w...... ...._.1 FINISH 6RADE SUBTOTAL °" 5! 6416 O O L.. . � SUBTOTAL N0.EQ14581 � 5 . 4) A cp 5 HIGH PHASE VA= X31 AT 12O VOLTS 51 6416 6 AMPS + 25%LGL I AMPS EXP. o TOTAL � 20" wI DE CABINET 1005 BOLT-ON CIRCUIT BREAKERS .F0ViER­,,,5I L"E LINE DIA6RAM FANELBOARD KEY OSS. P SaALZ NO WALE o U) u I 51TE LI&HTiN6 CIRCUIT SHALL BE ROUTED THROUCoH A 20 AMP CONTACTOR AND � FOY�ER LINEIY TIM ..GLaGK/PHOTOCELL FOR CONTROL. (PHOTOCELL "aN", PHOTOCELL "'OFF") IL �, .I TH 15 PANEL ARD SHALL BE ECRU I PPED wl TH A 100% RATED NEUTRAL FLUS AND A 100% RATED , ! CONDUCTORS SIZES A BASED ON CO CONDUCTORSw1TN THHN / THWN INSULATION. 6ROUND S. U ro PROPERLY SHIM AND LEVEL PEDESTAL WITH " DIA. x 6" LONC7 MINIMUM CONCRETE LEAD E► PROVIDE UL LISTED AND CERTIFIED SERIES RATED CIRCUIT BREAKERS TO ALLaw REDUCED ANCHOR BOLTS. (4) ANCHORS MINIMUM PER EACH SECTION. RATINC75 OF DOWNSTREAM BREAKERS. SUBMIT SERIES RATING FOR REVIEW WITH SHOP DRAwiN- . � SYSTEM 5ERIE5 RATINGS SHALL BE 42,000 A.I.G. MINIMUM. PROVIDE NAMEPLATES READIN& "CAUTION- FOR CIRCUIT BREAKER SIZE, QUANTITY 4 AIG RATTIN6, REFER TO CORRESPONV I N& PANEL SCHEDULE 42,000A SERIES RATED SYSTEM; 42,000A AVAILABLE. I MENTI PI ELS REPLACEMENT COMPONENT ON THIS ET. `REQUIRED". (Ta COMPLY wl Thi NEG 110-22 AND 240-a6). 4 1#2 TO 6 ND RIND PROVIDE R 250.52 ( UP-DATE PANEL�OARD(4) DIRECTORY. o U � p 5 "C.-1#2 TO SPROUND ROD. " DIA. x 10'-0" LONS COPPER CLAD STEEL ROD. 5 VERIFY EXIST. BRANCH CIRCUITS AND CONDITIONS IN FIELD w1TH CIRCUIT TRACER. PROVIDE UPDATED PANELBOARD DIRECTORY. IF �RANGH CIRCUIT 15 NOT BEINC7 USED, REVISE PAI LSOART� DIRECTORY TO UI NTS (PRIMARY FEED TO P E POINT OF CONNECTION. VERIFY ,l 6 {I) 5 G.O. P �E C� ( � READ: Sfi�,�►i'' Z= �- � °° EXACT LOCATION A REQUIREMENTS wlTH PO R CO. BEFOREIN5TALLATION. x 6 EXIST. CIRCUIT BREAKER TO REMAIN WITH NEw LOAD. AIN w1TH EXIST. LOAD. EXIST. CIRCUIT BREAKER TO �"�:M Q LOCATE ON REMOVE EXIST. CIWAIT BREAKER AND REPLACE WITH NEw CIRCUIT BREAKER. NEw CIRCUIT BREAKER A.I.C. � RATING SHALL MATt",.N OR EXCEED THAT OF EXI5TIN6. � TSF' OF � . D °T"A L �y �. � 51 TE L I C�HT1 Nt�a G!RCU I T TO BE CONNECTED TO ..X i STI NCS TI MEGLOGiC/F'�IaTaGELL Pali CONTROL. w o PC ENGL1.r+'w�V . I 1 t ,., ,. , , M (PHOTOCELL "aN", TI MECLOCK "SPP') +� 1 N D t AUTO 1 I I t 1 [ell I O SITE LIC�HTINC� GIRGUIT MALLE ROUTE °J THROUGH A 2G AMP CONTArGTOR AND r - 1 TIMECLOGK/PHOTOGELL FOR CONTROL. (PHOTOCELL "ON", TIMEGLOGK "SPP") - C CEJ 1 1 ° OFF 1 Ig I C UTI L I PRODUCTS" METER PEDESTAL �2OA✓1� I 1 � EXI�TIN� F'A�CIF cn 120/240 VOLTS, 10, 5 WIRE SOA/2P MAIN CIRCUIT BREAKER < { `. . I 1 I "a" 'NL TYPE: PEDESTAL MOUNTED CARD. 4 NEUTRAL BARS 100 AMP BUS -= CIO 20A/IP t ! LIC��IT'INC�/LOADS► CL 1 VOLTAMPS 42,000 AIG VOLTAMPS • I '� W 20A/IP , ' I ' . 1 DESCRIPTION � A �' � G/B K � K G/Es � A � �3 DESCRIPTION . I---, CL I 1 I TIME CLOCK 200 20 1 A 2 20 SPARE < � I 20A/1P I ! ARE 20 5 8 4 2a SP'Ai'�' SP 5 A 6 20 SPARE I 2OA/!P I I BOLLARD ACORN, LT, WALL 255 2D I LL1 I I 2a 1 B a 20 SPARE Lij z ' LLJ 20AAF ' 1 SPARE 20 41 A 10 20 SPARE _.....I I t ! 1 (-ELECTRICALLY HELD L I�HTI N�rCONTACTOR SOA, SPARE 20 1115-- 12 20 SPARE 1 I 600\1 RATED CONTACTS. # OF POLES PER PANEL 15 A 14 V} 0 I `'moi �- SCHEDULES. PROVIDE POUR ADDITIONAL CONTACTS 15 B 16 AS SPARE. I e A I ; cf) I 21 A 22 w o I- ) w t QW CL SUBTOTAL 455 0 0 a SUBTOTAL ASTRONOMICAL 24 HOUR, --DAY TI CLOCK AITH BATTERY-LESS 0 A 0 B HIGH PHASE VA= 455 AT 120 VOLTS GATE: SERVE POWER Ti FEATURE, AND PHOTOCELL TIME CLOCK TOTAL 455 0 4 AMPS + 25%LCL = 4 AMPS 11/07/08 CDN LLIN6 CiRrWITSIA5 SHOWN ON SINGLE LINE DIAGRAM AND . 2a" WIDE CABINET OOH BOLT-ON CIRCUIT BREAKERS . DRAWN BY: MULBPANEL SG DULES. INSTALLCLOCK AND FLAY INSIDE METER PEDESTAL ENCLOSURE. y CHECKED BY. 1045 14 St., SUITE 110 G Z,C Z g SAN DIEGO, CA 92101 JOB NO. PHONE: (619) 3983479 013--08-1 1 FARC. (619) 398 3492 SPECIFICATION NO. � T01t<U 2008-005 ENGINEERING,INC. __L 16HTI mall SHEET NO. q G,AL„ ; NO SCALE (LOCATED WITHIN 11MPA11,"MPB "MF'G "MILD" ENCLOSURE) ELECTRICAL CONSUL1ING ENGINEERS AND LIGHTING DESIGN E o .. 4 (800)227-2600 TOTAL NO. OF SH TS: 32 g AS BUILT C W DAA INITIAL Y ALL 'r EXI5T1 C4E POveR _ X POLEI H TRANP. r ' I _.....�.._._ ,-._.,_..�,�..�.�._-_... -..._.�.._..�,.....�.._._.._-_....._....�.._�..�w.._w.�.�._�....__..�..u,..w..�.w....___--,--______..______.�,_�._Y.__.....,_...-._-_.�,.-__..�.�..�..�....�.�_....�....�.�..�...�.,.�_�. 0 LOCATION IN 0 OH V 1 / "C" OH J , �s sE1.5w qOESSi E DETAIL / s , °� / SEE DETAIL . // / �, �p5 t�,y .00'� +fir p ✓ 0 / N0.E014567 KE)'FLAN EXP.613 10 5TIN6 POLE4*4ITH i 50AL E: NOT TO 50ALEF:2] LIC NT C°� FIXTURE q MIr'A -1,3 a / NORTH /, // 8' / �/ �. �� / �__...: ..J.. ,......M.......,...,_............,....,...................... ..M....... ,. ... .M...w.........,......m...._M...__.. ..__...__...m_...r_.,.w........_w . ... ..M.._..._.,_.....,..,....r...M.w. .._.ri.................,...,. .,...........w...r._... / ®/ J �` EXISTING RECESS DO T P1 RE TO 0DI ON G D. O 1N P'AR r / / / �.; / / SEE ,� t < wI AND LA AXIS /r / , 4 . / , 0. YNOT S. IXTU INC AND CONDUIT A ILL ! / / S / / / >K / � o O IN 5 LOCATIO //� / o� / ( 5/r" - CONDUCTOR 51ZES -x � w � � � I / ♦/ ..,. �� � / ! MINIMUM RAG�wAY SIZES SHALL C3� 4 C. U.O.N. M1NlMUM � , ��a� / '/ 'sR:: ` / / SHALL EE #10 AwC. PROVIDE (MINIMUM) 2#10, 1#ICAC. AV46 IN ALL RACEWAYS U.O.N. �- ♦ awk" / .✓ INTERCEPT AND EXTEND .,.X15TIN& STREET LI*HT CIRCUIT TO NEIN LIC►HT POLE 9 / s 707 FIXTU!~' As �C�Ulf;Mp. CONDUIT, Yeti SIZEAND wl OUANTITY SHALL MATCH aJ „� t / q wi se ,,; THAT OF EXISTING. , /®® / ®, TY D ( a�� fi.�.. / TYPE ilii / / ® `,p / -4" // 3 PROVIDE HANDHDLE IN EX15TINCS LOCATION UP LIGHT POLE TO 8� REMOVED. } V'�P INTERCEPT AND EXTEND EXISTING STREET L.I&HT CIRCUIT TO NEIN ,LIGHT POLE m C4 // 3/4"C--5#10,1 ,5 �, / 6 Q 0 / I / / S �., , / FIXTURE AS REWIRED. CONDUIT, WIRE SIZE AND wlRE OUANTITY SHALL MATCH Q U �/ ''" �, / ` / THAT OF EXISTING. , o 1 Ri�I CAT1 oIV CONTROLLER PEDESTAL. GOC>RDI NATE EXACT' LOCATION ON AND � � a T �' FEVE5TRIAN GtU i i�" MENTS w1 TSI LANDSCAPE ARCH I TELT. z I 5 4 e / 2 NNEL DTA I L MAIN D15T` '•It.1T1C?N PANEL MPA , MF' MP'C , MPD ELECTRICAL METER iN , (A ( ) NEMA 5R PEDESTAL 50A, 120/240V, 1015W. SEE POWER S I N&LE LINE D I A6RAM ♦ , / `�,, EI.S SCALA: I = l0 � (REQ TO SHEET E-� AN 1.2 FOR KEYNOTE INFORMATION) D DETAIL 4/r:-0.2 / INTERCEPT PT P&*E POINT OF CONNECTION. VERIFY EXACT LOCATION IN FIELD. � z / r / ROUTE CONDUIT ALONG WALL. VER!FY EXACT LOCATION IN FIELD. o # ONC TUNNEL WALL. s / / / I I CC�, 1 .1NONDU CONDUIT EXPOSED AL 0 / / / �•/ w "C.-5#10, 1#I06 NOTE NOT USED. ._... f / A HETI I I Imo, CPI RECEPTACLE 5EE DETAIL I/E-1.2 (TYP. OF 41) L,,I ®' / ""• /�, 1"c.-AlRes. PROVIDE FOR A COMPLETE GRO55wA1.K LED FLASHI,N6 5Y51r:M CONNECT � I - / o, AS REOUIRED � P) MANUFACTUREW5 RECOMMENDATIONS (TYP) LLI � o SEE DETAIL / . / WP' / 1v ., � ;� " / -9 EXPOSED ONC EXI5TINC SIDE v.F BRIDc- (TI6HT A&AIN5T UNDERSIDE TYPE C / / / yip I'� RUN CONDUIT .� AL � ,� z I TYP. OF 2) / k �s� OF LEDGE) ._J � / 1 . / /, / 0 s `� o('l W, NEMA 3R PULLBOX. 51ZE A S PER NEC (MINIMUM AT 15OPT 5TRAICHT RUN cn / 0. INTERVALS) ..._. I / •. / / R TIGHT AGAINST UNDERSIDE W C >2UN CONDUIT EXPOSED UNDERNEATH EXISTING► B1D ( � OF 53RID(5E STRUCTURE) 1-- Ci�- V) 17— Lij 0 CIL K; 9�h / a / / 141116.-5#101 1#106 � 0 / ' ,y ♦ /' / // �� S INTERCEPT AND EXE EXISTINC7 STREET LIGHT CIRCUIT TO NEw LIc7HT POLE a' FIXTURE' AS REWIRED. CONDUIT, HIRE SIZE AND HIRE GUANTITY SHALL MATCH W o / ~``� THAT OR= EXISTING. 0 W // Seo / / MP-5e ry C) c= <, `� / DATE: 11/07/08 / �° XI`..�'TIN6 FWE5T,�L FA DRAWN BY: 7 / /'� / TO REMAIN. M U AB 1RI EXI5T. IN CHECKED BY: C POLE WITH FIXTURE [� ELD. Z C Z1045 14 St., surrE �10/161-ITIN6 SAN DIEGO, CA 92101 ,JOB NO. PHONE: (619) 398-3479 013-08-101 FAX. (619) 398-3492 SPECIFICATION No. ENGINEERING INC. 2008-005 1 p / SHEET NO. ,-- "'r"" bES IAN ELECTRICAL CONSUI-TING ENGINEERS AND LIGHTING DESIGN FEVE5TRIAN ------- 1 I e NNEL. DETAIL .._,. 1 3 E1.3 SCAL.IE: 1" 10'-0" (nFE TO SHEET E-1.2 FOR KEYNOTE INFORMATION) (800)227-2 00 .. INFORMATION) �....-1 � SCALA. I •� 10'-0" ( R TO T I.2 FOR 0TE \\\xf / NORTH TOTAL NO. OFSH TS: 32 ...JE " K:TIAL --- CERTIFICATE (Part I of 2) LTG-1 —C CERTIFICATE F COMPLIANCE (Part 2 of 2) OLTG -1 -CLIGHTINGSIGN owlOLTG-4-C PROJECT NAME DATE PROJECT NAME PROJECT NAME DATE ` ATASCADERO FOR STREET HARDSCAPE PHASE 2B T A ERO F STREET ARDCAPE PHASE 2B . '17, 2008 ATASCADERO FOR, STREET HARD SCAPE PHASE 2B FEB. 17, 2008 PRO.JECTADDRESS Lighting Schedules on Plans 5howthat Outdoor Lighting Meets Allowed Lighting Power Alternative 2-For Signs that ONLY use one or more of the � Alternative 1 -Lighting Power Allowances technologies listed in M through S PRINCIPAL DESIGNER-LIGHTING TELEPHONE Buildingpermit ❑ Lighting power allowances for general site illumination on OLTG-2-C Part 1 of 4 CARL.O ZlJt+lICA $'19-39$-347 A B C D E F G H I J K L M N CJ P Q R S (p Not applicable Allotted Watts Lamp Ballast Desi n Watts DOCUMENTATION AUTHOR TELEPHONE Checked by/Date GRACE ELtC�s 619-398-3498-619-398-3498EnforcementAgencyUse ❑ Lighting power allowances for local ordinances or for security multipliers on OLTG-2-•C Part 2 of 4 _LO GENERAL INFORMATION Not applicable � r 0 Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-G Part 3 of 4 o. �' `� p n ► Cf � cii DATE OF PLANS '�'�X7'/2 �$ OUTDOOR LIGHTING ZONE ( One) ❑IZ1 ❑LZ2 d LZ3 ❑LZ4 ❑ u? oc '� -c� 'a t v�-- E c , � X FUNCTION TYPE Not applicable o CSt Ar (' .. Edi w 6 au , LL '� ip U ❑OUTDOOR LIGHTING OUTDOOR SIGNS ❑INDOOR SIGNS ' ^w.o d , c o U ro D V z ❑ Lighting power allowances vehicle service station canopies an OLTG-2-C Part 4 of 4 , a n 01 ,00 �, �, - u=_. _ n > P°I-iO�SE OF CONSTRUCTION NEW CONSTRUCTION IC?N ❑ADDITIONS ❑ALTERATIONS Description or 4 `° r\i LL E'o 0 1 ' +� ° Not applicable p F 2 1 w .�u a -fl m v, n °}m c f STATEMENT,®I~ CC3MPLIANCE Lc>catian w , -' ol +� 6 of the California Code of ® Sign lighting compliance on OLTG-�4-C Fn O to w �. . rn Y 1 N = a. :73 m..0 +� t_a to w This Certificate of Compliance lists outdoor lighting.system specifications need to comply with Title 24,Parts 1 and e C i od j Regulations. This certificate applies only to building lighting requirements. ❑ Not applicable 1 DWG. E-1.4 ❑ ❑ ❑ ❑ ❑ ❑ The documentation preparer hereby certifies that the documentation is accurate and comple Mandatory Measures on Plans Show that outdoor Lighting Meets Outdoor Lighting Controls and Equipment ❑ 1:1 El El 1:1 1:1 El indicate location onlans of Note block for Mandatory Measure DOCUMENTATION AUTHOR SIGNATURE DATE p .I ❑ ❑ ❑ ❑ ❑ ❑ ❑ Cam ACE ZEELIG FEB. 17200$ ❑ Installed lighting power has been determined in accordance with 130(c)1 Y ❑ ❑ ❑ ❑ ❑ ❑ ❑ N0.EQ44587 The Principal Lighting Designer hereby certifies that the pro ed outdoor lighting and signs,design Vi ented in this set of construction documents is consistent with the other compliance farms and worksheets,with the specifications,and with any otherulations submitted with this permit application. Not applicable EXP,B/ �a The proposed building has been designed to meet the lighting requirements contained in the applicable parks of Sections 110, 119, 130 through 132, 146, ❑ All permanently installed luminaires with lamps rated over 100 watts either have a lamp efficacy of at least 60 lumens per watt or are controlled by a El 1:1 ❑ El 1:1 El ❑ ` and 149 of Title 24,Part 6. Please T one: motion sensor' 132(x) ❑ i hereby affirm that i am eligible under the provisions of Division 3 Not applicable of the Business and Professions Code to sign this document as the person El ❑ 171 El 1:1 1:1 1:1responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed ❑ All Luminaires with lamps rated greater than 175 watts in hardscape areas, including parking lots, building entrances, canopies, and all outdoor architect. sales areas meet the Cutoff Requirements of '132(b) I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document Not applicable ❑ as the person responsiblefor its preparation;and that I am a licensed contractor performing this work. ❑ All permanently installed outdoor lighting meets the Control Requirements of 132(c)1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ E ❑ w Un t�oNotapplicable ❑ ❑ ❑ h I affirm that i am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537,5538,and 6737.1 ❑ Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi-Leve) Lighting Requirements of' 132(c)2 ❑ ❑ ❑ ❑ ❑ ❑ ❑ c`u 4) O (These sections of the Business and Professions Code are printe full In the Nonresidential Manual.) ® Not applicable c MANDATORY AUTOMATIC CONTROLS El 1:1 ❑ El ❑ El El PRINCIPAL LIGHTING DESIGNER-NAME DATE LIC. # � u m ® CONTR®L LocATION AREA CONTROLLED NOTE To F1 For Allotted LPD use 12 wafts/square foot for Internal) Illuminated Si ns and use 2.3 watts/ftfor External) Illuminated Signs c E LOQ NIG,A, FEB. '17, 2008 E 14587 CONTROL CONTROL TYPE IDENTIFICATION Auto Time Switch/Photosensor,etc. FIELD Note: if an Internally illuminated or Externally illuminated sign contains light sources and ballasts other than those included in columns (M)through(S), such INSTRUCTIONS TO APPLICANT OUT IG G MPLIANCE&WORKSHEET'S (0 box if worksheet Is Included) ENTRY ARCHWAY NEON SIGNAGE as incandescent lamps, medium base sockets, magnetic ballasts, etc., then the sign must comply under Alternative 1. However, unfiltered signs, and For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual PANEL KEYNOTE 1 PHOTO SENSOR/AUTOTIMER unfiltered portions of Internally and Externally illuminated signs, are not required to meet these Standards. published by the California Energy Commission. q OLTG-1-•C Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be incorporated in schedules an the plans. LU Either LTG-1-C or oLTG-1-G may be used for signs as follows: 20(15 Nonresidential Compliance Forms December 2045 1. Use LTG-1-C if the project consists solely of indoor signs 2. Use LTGA-C if the project consists of indoor lighting, and outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG�-1-C if the project consists solely of outdoor signs Q C ar s but no other indoor lighting. 4. Use OLTG-I-C if the project consists of outdoor lighting, and indoor or outdo signs, cNa e O ❑ C)LTG-2-C LIGHTING COMPLIANCE SUMMARY. Applicable Parts required for ALL outdoor lighting allowances (Except for Signs) .,� < � C WORKSHEETS. A licable arts required for all outdoor area calculations. 1 .1 .F ~ < 0 Q ❑ OLTG3-C AREA CALCULATIONS pp p q = � � � ro r. cnca � ® OLTG-4-C SIGN LIGHTING COMPLIANCE, Required for all internally and externally illuminated signs, for both indoor and outdoor signs. v � g sa, 0 2®05 Nonresidential Compliance Farms April 2005 200"5 Nonresidential Compliance Forms April 2005 L� � 0 p WWW( J LI.J S c Y V f c LLJJ r� 0 V I Nati bi L1 V z - � ./ F, w CJ r- L w �-'— CL DATE: 11/07/08 r DRAWN BY: MUAB CHECKED BY: 1045 14 Sty SUITE 110 GZ,CZ � SAN DIEGO, CA 92101 ,.ioB No. PHONE: (619) 398-3479 FAX: 013-08-101 (619) 398-'3492 SPECIFlCATtON NO. ENGINEERING,INC. 2008—005 SHEET NO, a ELECTRICAL CONSULTING ENGINEERS AND LIGHTING DESIGN N 4 (800)227-2600 TOTAL NO-, OF .SH TS: 32 AS' BUIL I 8 DATA INITIAL , r X O . 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