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2000 - El Camino Real at San Ramon
- 11 : 11 i < ; 1 . HC7 0 KA _ _ A 5 . I I I . . . I .ED . i, 11 , . . i . - 1 .11 I `I ' I . 1 . I . . E N I NEER S11 FD CD T I "qo SIT .... �. ..�.. ..1 ai.iiri I P A N N R L E S . p ' ,, U V E 1' O R S I - 1. - .FAL ,I %, aclflc Street I ' � . 'f biSpo, CA 93401 x I ) 544-7407 I g. s> CI�II�- &� I 1 OF CAl-W,. `� - - . :1 ,, . . . . 1= NT Fn' LmmmI A N % CITY OF ATASCADERO CALIFORNIA . . �i Y 1 � I#f . _I . SHEET INDEX GREENBERG FARROW ARCHITECTURE '` . ' --. 'Z .` C .01 TITLE SHEET ARCNITECTUR � ENGINEERING PANNING ;I - �. C .O2 STANDARD NATES PROJECT I N FORM ATI ON } e �� 15 01 RED HILL AVE. SUITE 200 TUSTIN CA 92780 I \, 7,.v` e 3 x..'---t- C .O3 HORIZONTAL CONTROL PLAN VOICE 714/259.0500 FAX 714/259.5480 HOME DEPOT STORE No. XXXXXXX n,_. :� 11% C1 .04 GRADING 8c DRAINAGE PLAN EL CAMINO REAL AT SAN RAMON ROAD ' -a .�.., CITY OF ATASCADERO, CALIFORNIA /� e - .:,, `� I `�.. ¢-'-�- -- o, C1 .05 UTILITY PLAN HOME DEPOT x- ST R RAIN XT N I N 3800 W. CHAPMAN AVENUE �� ftftJ.-I.. •,,� C1 .®fi OMD E E S O ORANGE, CALIFORNIA 92868 ..�_>_ .r �, ti Y. f Y..n C� .07 EROSION CONTROL PLAN ti_ e CIVIL ENGINEERS: CANNON ASSOCIATES i It' h `� `' C1 .Q8 CONSTRUCTION DETAILS PROJECT MANAGER: SCOTT STOKES P.E. ' 4 ��°;__ �r. A^,r-,I� �T�,r-r-,- ' / : w�s - :.-'` C1 .09 CONSTRUCTION DETAILS Jo't t"N1.11'Its J 1 RCC Ii j \ I sAN LUIS OBISPQ, cA 93401 '(,"��,""/gin , F �� 9_` , lK_h CONSTRUCTION DETAILS F C� .10 Ph. (s0�}- -7401. j. 1. e - _ r PARCEL 1 OF A PORTION OF LOT 111 OF THE RESUBDIVISION . ri ak x -,. �'�. ,� ;` flF A PART QF THE RANCHO PASO DE ROBLES AND A PORTION - 11y ' a:r1. f11 f flF THE RANCHO LA ASUNCION IN THE CITY OF ATASCADERQ, tis zi t ��T' - COUNTY OF SAN LUI I P T t� *zs �r - :; ��, R = ,.x S OBS O, S ATE OF CALIFORNIA, Al � t` - r \\ N% It` { 14 1C 7i e f� I I \ r:. in. r `` u.'`j Ej. NC�IAR INEORMATI VN / ` j�llu..", -yEr n a� -.'', la 3 � F �a� )y �/ � xY�n � v \ � e j -�l?.1;--.- I I I � � Ra . { , ` �%`"s �c 3 A BENCHMARK FOR THIS PROJECT IS FLOOD INSURANCE RATE MAP �� . % I ix �w i �° e - _ e REFERENCE MARK 18 (RMI 8) -- A U.S. COAST AND GEODETIC SURVEYll� Y 1 DISK STAMPED F 1095 1968 LOCATED 3.15 MILES NORTHWEST ALONG ; � . '���. :. `� 3 � .' { ` :_>:_. r SOUTHERN PACIFIC RAILROAD FROM OVERPASS OVER STATE HIGHWAY 41 T = > z,� - �` ' _$" F � ;,, �' . F `• A' AT ATASCADERO 1.7 MILES SOUTHWEST OF TEMP T N IN ` 4 �' 4 , s s e ��CEIy . � EL O , I O OF AND , k"- , - 1. 1.1 FEET EAST QF WEST END OF SOUTH CONCRETE ABUTMENT OF BRIDGE wr` _>� "� `�" -1:1 s �� �` % �� " a,� _..__ __ __.� 223.38 OVER GRAVES CREEK, 7.7 FEET WEST OF WEST RAIL, APPROXIMATELY t` "' �� ="- _ �� �`� ` TRACT BOUNDARY 1 FOOT LOWER THAN TRACK. NGVD ELEVATIC}N = 784. .t `# ``° PROPERTY LINE -._ _ __ __�. 72 ~� ® >. 1 � S ©Q ` .x. RIGHT-OF-WAY .®-_ __ ____._ e F ,' T , � �, r � � �- f CURB M s j1. r y11 R {� `` y e �, BACK OF CURB w j.mss £"-L.s, 'r'y.'. t.2 , % vi�. r - � i �z h % �- GUTTER \ �. ' �' .c r,L y _ e rir�..`Tse - �.�4. - �' ;I _ y �� ` ` e �. SIDEWALK �� , la- "�,� , .'-"",��. ,." $� - - x h - - - - - - - - -- - - EASEMEN EXISTING _` 1. _� _ `_ �_,_r._ F HOME DEP T x \ � RETAINING WALL �,. ':.:fir z �, x '.....,,,,�� ,: -, s.>' ✓i.. �t,'.. ' .fix:may= ,art,., ish;.r,p ...." -.� �,§hk CF 7 .?._.,. ~'r \ '"�>si' ter., i ,',��� p7 kY. e '�. �11 ,y,i,:.: r: tr.-A+.dc l._... g:r'!g»rKs,�. .'�.- ,:';:,: - - `t i, z ti: . 1 P { f _ . SLO E 1 (f// ,�- ..,..z r��`,,•�..- '. i,u,`+t`e..- x.` 4'w, .'/, v.- ..�v` '��m4t", " 1 v t ... _.. `Svc.*.YS:F 'S? +r .:... _ .-. - .7{,{��'+ _ ..... t y < l 1 .�+'..�e' .X=r1^.:." ..'t,� .,..r, :ti_'. 1 :ter - -- .n..- e..++.. -. ..i `tF +.ems .. w x Y ,:, ;. ,. .._ .; EXISTINGCONTOURSea zr 5� .. 2..,. :. ..i , .. y... 4 L� ,t-.:s r,4 1R C. .l Y: FINISHED RA CONTOURS., : �, >x :��Y s,� S ED G DEC TOU S 'i '"c er'.ri�•t-'.� Ti '` J.:,•.^k�R '} t Jail:�: e . 7 ..:. Y', r. "' as -- : .:. 'i `s 'ti.,.. S:E % f) 1 �. c 'y4: "et k i . N qg', WATER MAIN I �. �� -� 1 �. '. ,. <:, >. 11119 Z ,'w .,: ._ 2 ., �, SANITARY SEW r ;. �f j - . I t ... Y�: w ,� ..,., ,.. �_ �, :, , - ., .: , ��- 11; STORM DRAIN w: ... v * ..'- .,.:,�.. ..: ...- ..., t :. .. -`T. i x - f ... l „ - , .. -. . -... .... w., . .. ,' __, r. _. fl .- 4 �x` _ n- �., 1. t �... r.. - z .. r x F- ., x. ,. .. u M, x s x z �...< . - :. r..,. t,., ,.: . r S E ... .x... ,.F... .S-. ,.: . ,., _.. .,. .r .. .ka:,.. ,i y +., , ^. c EXIST. WATER LI E _ . ,. .11% _ .. _. .. . ti .�� n. ".., ��. v _ .- . t _,, . �. ... _ .; EXI T SAN S WER �..... 3:,. ej: �. v _. S E k . _ _ s� __ r n _< ., r_ .,.. .. .-. .., ,..r` s- , ..�., r' .... .... .. .. _. .. .. ..5. ..: .t. 3 4 } ,r... .. .a.. ., ... ., - -.;... .. .. ., ,,..... .is-: ,-. ...i ... .,. .T... ,.: .-.. - .: ..: .r -. �. ..n .. . .r, ..:�... :. I �•� .. - ...... ... ...... ,..�... .-.- - .. P .4.. �.,. • N ,.. _ -. I F _ > XIST STORM RA . ...�. �y _ .t . . w �_. �.. ._ _ , '�,t ..Y .. .. ,. ... ...� ,t. .:. ,- .♦ ,. . i. 1 _� .-..- _ .-:- _. c. s ..1 r ., EXIST. GAS _ �... __ ._ .. �.; -... _. . .. .. ter.....,... _,. .rt o- - j. >e.--... .- -. �.-. h 1 - PROJECT , - AIN G t G �.,. : -_ ,. i / I I GAS M I .. :-., ,: - .. .- - .... .. - -. `>`�i .� 1 �► 11 ANHOL I .. _ � E r ..:. ,... , .- - :.-... hx r .. .. .. c ..... .. ,:...-... ... ,. .--. r ., ...._,r,.-... I -... .. .. 4- , .�..- ,. .. -.-.. .. .. .. .�T...<.i .. ..:... .:. 1, 1 -.. i -::.-- .....,.,.,, .,. �.. I S.S. MANHOLE .._.,.. ._....-. ..,...,.. .....t , . - :, , - :, :. - �:- ..�; f ..r... .. . ,. 11. 11 s , ,. ,� S S LATERAL \ s ' ! -- _ _ _®-- - WATER SERVICE w 11 e _ WATER VALVE I' -_®--- - I' I * I { e FIRE HYDRANT� . / THE DEPOT EX. FIRE HYDRANT . "'? In Um A I I \v` STREET LIGHT ,dank . GAS LATERAL G A A � j ^ UTILITY TRENCH ----------l--,------- I ; :1_, -___. PROJECT MAP UTILITY SERVICE ___ _____.____,__.__ 4. , . SCALE 1 -100 TREE PRQTEC110N FENCE X PG&E BOX I�.___± . 4 - EXISTING PG&E BOX w1 PG&E ELECTROLIER PAC BELL PEDESTAL I Poo SSMH ROBLEs� - SDMH Q �0� CLEANOUT • SHEET CONTENTS '�. TOP F CURB T.C. O TOP OF WALL T.W. -- 1 TOP OF GRATE T:�. ,. \.� � � TOP OF FOOTING f 1 L.11 SF: a � 11 . S I TE t" �, �1� � '".1 1�1. I I11 GRADE BREAK G.B. p i't' 4. V-1- ll'� COVER SHEET i '-:�. PUBLIC UTILITY EASEMENT P.€ '* � � h FLOW LINE FL,._, J : I N"V m'-"' .. . INVERT y ��[V� o. k <� FINISHED GRADE y4y ... nv c�P' ,"s Uti� ''. �. FINISHED SURFACE FS . 'K �. otiAq � �. . % c��j FIBER OPTICS Fa REVISIONS AN TA CRUZ RD. e1'.q� \'-*1 . - :` <�0 NO. DATE DESCRIPTION Q GI 01��i �p . 00 � �Q z . LnP I � . O I O" 1 `� ,j CITY O� ATAscADEROj CA �� f'1'. $ •,7 . i1 c� �o� GP�R� ��t4� �. SYj�j�.` '� ACCEP D BY: lip 0, oi I :,x� �F- ' - � -- . - 1 � co 29743 `�n N ! a Exp.313t/Q3 I� STEVE SYLVESTER, CE 2993,cm % '.'-����0- -CITY ENGINEER DATE I T- .* - Q') 10 ATASCADERO s L �Q �,�1. c,V1 �� UTILITY COMPANY APPROVAL - 1 -0 Tae F Q� CAL�F4 - o SAN LUIS tzav OBISPO DRAWN BY DESIGNED BY CHECKED BY ATASCADERO MUTUAL WATER CO. DATE LRB LRB SJS n -1 . -r VICINITY MAP -� --1 -- Z t3 DATE SCALE CA JOB No. /11 N.T s. PACIFIC GAS & ELECTRIC CO. DATE 12-09--99 AS SHOWN 990533 r0 - �, SHEET No. n ,. ,. Q o� A IFIC BELL DATE . / - rn 0*) 1;' ) :. 12--47- -'P�p� �� OUTHERN 4ALI RNIA GAS COMPANY DATE 4 . "'k /� 1--A`j { °� -/ �- . +�- FALL N CABLE TV DATE7 HD--C1.01/SHT . 11 11 I , . _ e - I -,-�,,-,#-pv ph ft,t�2-0 I -,� . - �- 11 . " 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 I I I -" ,�, ,�l . I - -. I I . . . '. - I " - . I I �I . . I - '. I .. . � I - I - . . I I I 1 I I I - . 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I I - I . - .. 11 ; . - . . �.I .1 I I I I ; . I I �l I I I- . . � I I � I I 11 I- I - I I I. I r . 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 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 I I� I . I � � & - I I I . I I .I I . I � I I . � I . I 11 11 11 I I I -I I �I I .I . .%1,, iI I . I . . . I I . I 1� I I I I . I � � . � I I I �. 1. �l I .I I I -. "-I I .I � ,:.-�,,, mI � .I . I . � . � I . � � I I .. I I 11 I I I I . I I . . - - I .� I I I � . I I � � 4444 I 11 1. . . I �1. I ,. � I I . - � I I � I . . I I . � I I . I_. I - I �, . . .. ,,,l ...... .I 1�I-, I . I : . I . 1, " I I I I . . I I � . I I I . . . I � I I � .,.1,- I � ,� �: 11 � I I _. I'll 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 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 I . . I I I - I � . I I I � I I I I : � - � - � I I I F��.I II I � . . - . I I I I . . � �. . 11 � 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 . I � .. . I . . I - ; � . - I - i . I I� I - - I. .I 1. .�. � I I. . � I . . I . I I . I I . . . I . .� � . I - . I I q I � � . � ,--= . '_ I ' 4 1 . . I I I . . I � � � � I I . I - I I . - .1' ! I I �I I I � I� 11 I I � I I I I � I I I I I . -,,I. , � I . � ,�, . I . I I I � � , .. ; I I . 11 . . . . . - I I � I . 1 . 1 . I I I . '. I . I � . . � . I . I . . 1. , . L � I ..,l-,1 _ 1 11_ I ', ; . I I . I I . . � . I . . iI I I I . . I , I . . I I I . . . I . . , I . . . I I A 5 5 ,'O ' �� A_ T,' �E , 5 � - z ; I 1 - 1 , I I I I . I I I I 11 I �:� !_' '� � . I I 1 , . I I I I I I � I 1. . I I - I . 1 . I . 1 .1, - I _ � � I - � I . . I I . I . 11 . iI I I � - - I . I � I iI- . I . . � � . I - . . I I � 1.1 .- I 1 . 11 I- I 11 . � � - I , . 1 . STAND GR G ' N .1 I . IMPRO 1. I I 1 . - I I � . I - . . . I. - � �' ;._�_'. � 1� . � - I I I I I �_ � 4 AR D, AQI,N CITES, . VEMENTPL I � I . . . . TRE I . -� I - � � � . I � � I I . . . . I I I . .E PROTECTION MEASURES - . . . I . � . ��. i � . I . I 1� - 11 . � I I I I I . 11 I . I I I I I � ., ll ;.,� !, ; . I I I � I - . I I I � . I I - . I . I . I I . I I I I . I � I � ". � 1, , 1 . I , . � I . I I I I I � I I I - I � I � ' . ''I - I I I � . . - I I . . 1 -1 I I.. I— �".., i I I I . � I . I I - . 1. 'GRADING I I I � . ' I I I I I I I I I I � I I ' I ' i � � I . I I I . I. CONSTRUCTION NOTES , . . , � I I I I 11 I I ''11 I l- I . .;-- . , I . . I I � � 11. GENERAL PIPELINE CONDITIONS I I � I I I . . ,� � I .- � 1� � . - 11 I � � I I ., . I� � ; � I � .� . I' ll, � ' '' I � - I ; I . I E N G I N E E R ,S I I 11 _ � . : I . I . . 1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED ED111ON OF THE U4,C, - ' ' � � . . b - - . .1 11 .. _' I I I I - 1. . I .� . Ih A. NO CONSTRUCTION SHALL BE, STARTED 'WITHOUT PLANS-AND/OR PERMITS APPROVED - . 1� . � , � I ��l I I . I - . , A. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES K. LOCATIONS' AND ELEVATIONS OF EXISTING WATER LINES 1. ALL EXISTING TREES SHALL REMAIN UNLESS OTHERWISE NOTED. I . -I , I., . . I I - . I � I I I - - I I ;- I � �l . r I I I I THE LATEST REVISION OF THE CITY OFATASCADER0 STANDARDS AND CATIONS. . BY THE CITY ENGINEERING-DEPARTMENT. ' THE CITY ENGINEERING DEPARTMENT � - . . .I I I. - . 11 11 I �- .. .... 1�I . . � I THESE PLANS, THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING SOILS � I I I I . I TO MARK LOCATIONS AND SHALL POTHOLE ALL UTILITY AND APPURTENANCES ARE -APPROXIMATE. WHERE . � � I I . I I . . , � . I I . SHALL I I - ' . I - - , I- I -1 . I . . . � .1 I I _ I � . � . -BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STAR71NO CONSTRUCTION. XITI LINES ARE TO BE MADE, AS 2. EARTHWORK SHALL NOT EXCEED THE LIMITS OF THIS PLAN. . . 11 � 1�1.1 _�, $ 1 ENGINEER AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SOILS REPORT I . CROSSINGS, PRIOR TO STAKING AND PRIOR To ANY I P L A N N E R S . : I - f I � . I I ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO . I . I �_ . � , - :* " ' '. '1- 1, , : I PREPARED BY GE07ECHNICAL PROFESSIONALS INC.. DATED SEPTEMBER 9. 1999. � SHOWN ON 'THE PLANS, CONTRACTOR SHALL EXPOSE THE I I - I I . - . � . I I . THE. CITYS ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE TIO TO ALLOW GRADE REVISIONS IF � I . . .�. , ,_ I I I 11 .''�', ,;� I. i . ' I �� . EXISTING LINE AND NOTIFY THE ENGINEER OF LOCATION, 3. LOW BRANCHES IN DANGER OF BEING TORN FROM TREES SHALL BE _ . . I I .- I I � � . I I : - � �I I . . � . 2. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND ' I I CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. NECESSITATED BY ACTUAL LOCATIONS. I . ...., . , I . _�_ � I I t I . I ELEVATION AND TYPE OF PIPE AND/OR FITTINGS PRIOR . PRUNED PRIOR TO ANY HEAVY EQUIPMENT WORK BEING DONE. �l . . I . . ; . , I . . - ,_ . 11 � :1, . . ; , I I I FACILI TIES. HOWEVER, ALL EXISTING, UTILITY AND OTHER . . �B. CITY ENGINEER OR REPRESENTATIVE SHALL REVIEW ALL i. 11" - S �U - R V E Y 0 R' S - 1-11 I . '. I TO ANY CONSTRUCTION. .1 ..- I . I I . . 11, 40e,� .., � . � �I I I _..I � I I � S I I :- i . S MAY NOT BE SHOWN,ON THIS PLAN AND THEIR LOCATION B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS CUT SHEETS TO CHECK GRADES PRIOR TO TRENCHING. 4. VEHICLES AND STOCKPILED MATERIAL SHALL BE STORED OUTSIDE THE 110 / � - . : i ! � . I 0 ! . I I . I . ; . I WERE SHOW14 IS APPROXIMATE. 'CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND I AND SPECIFICA71ONS -AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE C. THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY L PRESSURE TESTING OF THE SYSTEM SHALL BE DONE MEN DRIPLINE OF THE TREES TO REMAIN. � . I 14 . I le I � � . �. I � �. f I I :, . COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND I � 11 M I I I I"I � . I . . . . I I I CITY ENGINEERING DEPARTMENT. WATER FACILITY IMPROVEMENTS SHALL CONFORM TO � I ; I I ! f ,. . I . � � p UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE � COMPANIES AT LEAST 48 HOURS BEFORE BEGINNING � SERVICES AND RELATED FITTINGS ARE INSTALLED �,L:�, I it � . I I . I � I I . � ATASCADER0 MUTUAL WATER CO STANDARDS AND SHALL BE SUBJECT TO APPROVAL 5. TREES TO BE REMOVED SHALL BE IDENTIFIED NTH PINK FLAGGING. � . I I � 4 `,Pccific Street -11 1. . r OF CONSTRUCTION. CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) OF SO, CALIF. PROPERLY AND ALL METER BOXES ARE SET TO PROPER " : " I I I . � i I . I . . : - , . . I f I (800) 642-2444 TWO WORKING DAYS PRIOR TO THE START OF CONSTRUCTION FOR I BY AMWC. NOTIFY AMWC A MINIMUMOF 2 WORKING DAYS IN ADVANCE OF EACH EXCAVATION AND SHALL VERIFY WHETHER OR NOT A I . I � � ��, . . I I . GRADE. NO PERMANENT CONNECTIONS TO EXISTING �� I � I 111 . . I . � I .1 ASSISTANCE FROM THE RESPECTIVE UTILITIES. ALL UTILITIES NOT A MEMBER OF STAGE OF CONSTRUC71ON TO ALLOW FOR INSPECTION. I REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT 6. A TREE REMOVAL PERMIT SHALL BE POSTED AND VISIBLE FROM THE � i � I Qbispo, CA 93401 1 I- i I I � I I �� No. "' - . I ". -1 ,, I I WATERLINES SHALL BE MADE .UNTIL ALL PRESSURE I � � I . � . , I . . 1.11 - � I . I U.S.A. MUST ALSO BE NOTIFIED. , DURING EXCAVATION. STREET. I � I I I 1 . I I TESTING AND BACTERIA TESTING IS COMPLETE. 05) 544-7407 � . .1� '. � . . - I . � I �. I � I _. I ., : I I C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO UNDERGROUND SERVICE ALERT (USA) 800-642-2444 . p I * ". � . � 11 � 11 I . . . , I � I 1 7. TREES TO REMAIN SHALL BE FENCED FOR PROTECTION NTH 4-FOOT I .., I I ." ..� - I I - - .. � I I .I I i � 3. ALL AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL BRUSH AND OTHER STANDARDS AND SPECIFICATIONS. ALL TESTS MUST BE DONE WITHIN 15 DAYS PACIFIC TELEPHONE CO. - MEMBER USA OR 805-W-7868 M. THE ATASCADERO MUTUAL WATER COMPANY IS TO BE I . . i � . - OBJECTIONABLE DEBRIS, INCLUDING EXISTING ASPHALT PAVEMENT SCARIFIED TO A . CHAIN LINK, SNOW OR SAFETY FENCING PLACED AT THE DRIPLINE OR civi -:. I 11 I 1. I I I 11 f � PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALL. CLEARLY INDICATE THE LOCATION N011FIED OF ALL WORK INVOLVING SHUT71NO OFF WATER . I . I I I I . f I DEPTH REQUIRED BY THE SOIL ENGINEER, AND WATERED AND 'C66PACTED AS REQUIRED � . SOUTHERN CALIF. GAS CO.- MEMBER USA OR 805-964-7821 ly . "Ill � AND SOURCE OF MATERIAL AS SHOWN ON THE PLAN. 1, I . I , � . . ��_ � I . I I � I . - 1 1 VI I NGINEER PRIOR TO PLACING OF FILL I MATERIAL . . 11 . PACIFIC GAS & ELEC. CO.- MEMBER USA OR 805-434-4429 AT ANY TIME FOR ANY REASON. PLANNED SHUTOFFS REQUIRE I I ,� .C P,�\� _ " � I� _:1-I", __ 1, I - I� . . I A MINIMUM 2 WORKING DAYS NOTICE TO AMWC. LINES SHALL & TREE FENCING MUST BE IN PLACE PRIOR TO THE ISSUANCE OF _.. � � I I : I I I ��: �, 1 4. FILL MATERIAL SHALL BE PLACED AS SPECIFIED IN THE SOILS REPORT. IN NO D. COMPACTION TESTS S14ALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED FALCON CABLE TELEVISION (USA) 800-642-2444 1 1 11 , I � I I - I I - ; I 4�, . - I - I I I I I I I � .I I V��- CASE SHALL LAYERS EXCEED 8* IN COMPACTED THICKNESS. IT SHALL BE PLACED AT AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE CITY OF ATASCADER0 805-461-5035 1 1 1 1 1 1 .1 . BE PRESSURIZED AND PROTECTED FROM BACK-FLOW BUILDING/CONSTRUCTION PERMITS FOR THIS PROJECT. I THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED ME CONDITIONS WHICH COULD CAUSE BACTERIA AND DIRT TO I � . 11 . � . I . I � I I I - I � THOD. COMPLETED BY A CERTIFIED SOILS ENGINEER. AND APPROVED BY THE CITY ATASCADERO MUTUAL WATER CO. t 805-466-2428 . . I I : � � I ; I ALL FILL TO BE COMPACTED TO A MINIMUM OF 9OX MAXIMUM DENSITY AS DETERMINED -ENGINEERING DEPARTMENT PRIOR TO TH ENTER LINES. THE ATASCADER0 MUTUAL WATER COMPANY 9. THE PLACEMENT OF ALL TREE PROTECTION MEASURES MUST BE I 11 � _ . E PLACING OF THE NEXT MATERIAL I I I I . I � iI . 11 - 1 . L I I I I I I I � I BY ASTM D 1557-65T (MODIFIED TO 3 LAYERS). .1 I D. PIPELINES SHALL BE INSTALLED AFTER THE ROADWAYS AND SHALL OPERATE ALL VALVES IN THE ACCEPTED SYSTEM. VERIFIED, IN WRITING BEFORE THE CITY OF ATASCADER0 WILL RELEASE . I 1 1, I I I� I I I . I I - . . . I � I I . I I I � : , I . . � 5. THE CUT AREAS OF BUILDING PADS WITH TRAVERSING CUT/FILL DAYLIGHT LINES E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THE SITE HAVE BEEN BROUGHT TO SUBGRADE. THE PERMITS FOR THIS PROJECT. CONTACT - AT - FOR . I � I I I I .�..�, 'I:,-1� ,� I I I I . . I - . - � I I '. I I ! I- - . WILL BE OVEREXCAVATED AS REQUIRED BY THE SOILS ENGINEER AND THE BACKFILL THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE El FVATION AND ONE FOOT E. ALL BACKFLOW PREVENTERS WILL BE TESTED PRIOR TO N. BEFORE ANY PRESSURE TESTING IS DONE FOR INSPECTION AND VERIFICATION OF FE I I I � I� -I I 1- .�.e...�. �l . . I INSPECTION, THE SYSTEM MUST BE COMPLETED PER MEASURES. I I I .1 . �. 11. 1 . I : BROUGHT TO GRADE AT THE SAME TIME AS THE FILL THIS PROCEDURE SHALL APPLY I BELOW. ALL MATERIAL IN, FILL SECTIONS BELOW THE ZONE MEN11ONED ABOVE ANY CERTIFICATE OF OCCUPANCY. TESTS WILL BE DONE � I I I— . � � . , .I I � I . UNDERNEATH THE BUILDING AREA AND A MINIMUM DISTANCE OF 5 FEET BEYOND THEIR SH ALL BE COMPACTED TO 9OX RELA11VE COMPACTION. ON A 12 MONTH BASIS. ALL TEST REPORTS WILL BE ATASCADER0 MUTUAL WATER COMPANY STANDARDS; ALL 1. -1 11 . - . I . � - I . I - � I . I EXTERIOR PERIMETER. I SERVICES INSTALLED AND TO GRADE. ALL MAIN LINE 10. ANY ROOTS 3" OR GREATER IN DIAMETER THAT ARE ENCOUNTERED I, I I - I I I I . . I I 1. 1. . � - I I - I I COPIED TO THE CITY OF ATASCADER0 BUILDING DEPARTMENT. CONTROL VALVES MUST HAVE CHAMBERS SET TO GRADE. DURING EXCAVATION SHALL BE CLEAN CUT BY HAND AND SEALED - .. I . 1 .4 . � I 11 11 . . . . � I I I I I I 1. � I 1 6. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL STRUCTURES. . ALL BLOW-OFF, AIR VALVES AND FIRE HYDRANTS MUST BE WITH AN APPROVED TREE SEAL. �'.. . . ! . I . . F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN . I � .1 . . I . ; � COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE INSTALLED. FINAL PRESSURE TESTING SHALL BE DONE � N_ I I I 1. I � . . - I L . I .. � I I - , . I I I 11 . , _ - P � ^ Ill. SEWER CONDITIONS AT THIS POINT. CHLORINATION OF COMPLETED SYSTEM . Ma4W;;;;;F;; I I �_ I 7. CUT & FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL REQUEST FOR FINAL INSPECTION. RECORD DRAWING - I I .. � . I : REQUIRES 48 HOURS BEFORE FLUSHING, CHLORINATED I ===Zzz� I - 1 .11 I 1, : & SHALL CONFORM TO PLAN SPECIFICATIONS. . CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE A. ALL SEWER MANHOI F RIMS SHALL BE ADJUSTED TO FINISH - .1 � � . I I . I I � _��_ -, I . I I WATER MUST BE REMOVED. BACTERIA TESTS WILL TAKE A I . I I I ._� I . - , � � I . I .: I .'I . I I 8 L - � ARING THE RECORD DRAWINGS SHALL BE PRESENT WEN GRADE IN PAVED AREAS AND TO 6" ABOVE FINISH GRADE . � -I �, , � 8. SLOPE CONSTRUCTION REQUIREMENTS INCLUDING KEYS AND ENCHES SHAL BE SPECIFIED THE FINAL INSPECTION IS MADE. I "'11 2 I . � - . I - � BY THE SUPERVISING SOILS ENGINEER PRIOR TO CONSTRUCTION OF GRADED SLOPES. IN UNTRAVELED LANDSCAPED AREAS. ,5 ARROW ARCHITECTURE ' �, , I � r I . i G. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND B. SANITARY SEWER PIPE SHALL BE PVC- GRAVITY SEWER SHALL 0. IF ANY TEST FAILS, RESAMPLE OF THAT LOCATION SHALL I I I . I � I I I I .- I I 9. ALL AREAS DISTURBED DURING CONSTRUCTION OPERATION SHALL BE PLANTED * CONTINUE DAILY UN71L TWO (2) CONSECUTIVE DAYS OF G I N E E R I N G ' P L A N N I N G . I FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND I BE SDR 35 WITH INTEGRAL SOCKET END FOR GASKETED I I'll, i WITH PERENNIAL VEGETATION. VEGETATION SHALL BE DENSE AND GROWING PRIOR TO PASSING WITH A MINIMUM OF 48 HOURS FOR EACH TEST. I I - � � � I I FINAL INSPECTION. OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR JOINT ASSEMBLY. PIPE, FITTINGS� AND JOINTS SHALL a a a . . I I THIS IS A TIME CONSUMING PROCEDURE IF TESTS ARE � . � I . . I I LOCA71ON WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION, CONTRACTOR BE IN CONFORMANCE NTH THE APPLICABLE REQUIREMENTS 151 01 RED HILL A VE. SUITE 200 TUSTIN, CA 92780 - -:. I I.' . . . AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR . ASTM 3034. POSITIVE AND COULD RESULT IN 48 HOURS OF 1. . . I I D ALL UNDERGROUND U11LITIES AND OTHER, RECHLORINATION BEFORE RETESTING. WATER METERS WILL VOI CE 714/259.0500 FAX 714/259.5480 1 �� BE EITHER DUCTILE IRON OR BE INSTALLED ONLY ON AN ACCEPTED SYSTEM. . . � I I � . I 10. ALL UNPAVED FINISHED GRADE ELEVATIONS ADJACENT TO THE BUILDING SHALL BE FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. . - .11 . I�;�. �� � , I MINIMUM OF 6* BELOW FINISHED FLOOR. I � PVC CLASS 200 (AWWA C-900). . I '' I I I I . 11. ALL UNSUITABLE SOIL, MATERIALS ASPHALT, CONCRETE, RUBBISH AND DEBRIS H. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF C. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION . I . I ., , . RESULTING FROM GRADING S SHALL BE REM CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND AS TO EXACT LOCATION BY CENTERLINE STATION AND I I I I I . I � OVED FROM THE . I I%. . JOB SITE, TRANSPORTED TO A SUITABLE LOCATION, AND DISPOSED OF IN ACCORDANCE SERVICE ALERT (U.S.A.) AT 1-800-642-2444 TWO TO TEN DAYS PRIOR TO THE DEPTH OF ALL SEWER LATERALS AT THE POINT WHERE THEY � I ., .-1. I I 11 I � . I I o WITH APPLICABLE REGULATIONS. START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN STREET RIGHT-OF-WAY LINE AS . I -. I , I ". %, . � I . I . : 12. INSTALL DRAINAGE STRUCTURES PER MANUFACTURER'S SPECIFICATIONS. UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE . I �� '-1 . . PRESENT DURING EXCAVATION. I 11 I.,� . � ' I PURPOSE OF PROVIDING THE ENGINEER NTH A BASIS FOR VI. EMERGENCY ACCESS .,�� I . - � , 1 13. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED . AS-BUILT DRAWINGS. SEWER LATERALS SHALL BE MARKED I " I I . I . TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING A. IN THE EVENT THAT PROJECT CONSTRUCTION CONTINUES I I I " � I I . . I � PROPERTY, CULTIVATED VEGETATION AND DOMESTIC ANIMALS OR CAUSING A-NUISANCE 1. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC CLEARLY ON THE CURB FACE WITH A STAMPED "S . . I . I I 11.11 I RIGHT-OF-WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION DURING WET WINTER MONTHS, THE CONTRACTOR SHALL MAKE , .�, . I I I I I I TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE D. SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND THE .1 . ''I . . I I I . CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF SITE HAVE- BEEN BROUGHT TO SUBGRADE, AND AFTER EVERY EFFORT TO MAINTAIN OR WINTERIZE THE ROADS FOR - 1-11.1 . FROM HIS OPERATION. DUST ABATEMENT MEASURES SHALL BE CON71NUED UNTIL CONSTRUCTION. EMERGENCY VEHICI ES. I .1.1. I I � I � RELIEF IS GRANTED BY THE GRADING INSPECTOk I I I . '. � COMPACTION CERTIFICATION. B. FIRE PROTECTION IS M BE PROVIDED PRIOR TO I I � I � I 'll I I . I � � I TING ON BEHALF OF THE CITY ENGINEERING . . I . . . I J. THE CITY INSPECTOR, AC E. ALL NEW SEWER MAIN INSTALLATIONS SHALL BE VIDEO TESTED. . _ I I . I I I I , � CONSTRUCTION OF ANY BUILDINGS PER THE LATEST EDITION . � � "1, ... - I I . - � 14. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND�COMPLETE RESPONSIBILITY I DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN I I . 11 I. 11 I . I � FOR PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE SITE AND THAT PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY . . OF THE UNIFORM FIRE CODE. WHICH REQUIRES THAT WATER . I � I - . - I I I . I � . HE SHALL, AT HIS EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION ALL � THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT IV. STORM DRAIN CONDITIONS MAINS AND HYDRANTS SHALL BE OPERABLE AND TESTED. . . . � I .11 11 11 EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOBSITE WHICH ARE NOT THE CONTRACTOR TO DEVIATIONS IN T14E WORK FROM THE PLANS. THE AN ACCESS ROAD NTH 6" OF AGGREGATE BASE ROCK WITH - � - ,� . � I - I . 1. DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF HIS A. ALL DRAINAGE OUTLET STRUCTURES SHALL BE CLASS "A" � _. _.'�: � . I I � . � I - OPERATIONS. . . . CONTRACTOR SHALL REMEDY THE WORK TO COMPLY NTH THE PLANS TO THE A MINIMUM WIDTH OF 24" FOR FIRE TRUCKS MUST BE KEPT � . I I '11.-. . I �� � � . � I 11 I SATISFACTION OF THE INSPECTOR. I I RONFORCED PORTLAND CEMENT CONCRETE. . - I I - � I�l I I . I OPEN AT AH TIMES. A POR11ON OR SECTION OF WATER I ... - I . I I . � I . I '' . . I I - THER CONSTRUCTION WORK WILL NOT BE PERMITTED I I I I I B. PVC SHALL BE SDR 35 WITH INTEGRAL SOCKET END FOR - LINES MAY BE,PUT INTO OPERATION FOR FIRE PROTECTION. . . . ... ��', I. I . � �. . . � � . WITHOUT PRIOR WRITTEN PERMISSION OF THE OFFSITE PROPERTY OWNER. K. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND GASKETED JOINT ASSEMBLY. PIPE, FITTINGS, AND . m � - - I I I . , . I , I - I I � I � I . I I I . ; ,� - H CHANGES WHICH' DEVIATE FROM THE CONSTRUCTION AS I JOINTS SHALL BE IN CONFORMANCE WITH THE APPLICABLE I . . I . . , 16. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING I I I � I I�, I :.. I I PROPOSED IN THESE PLANS, AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING REQUIREMENTS ASTM 3034. ' I I � � I I - . I OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS I I - I �11 . I . . � � � �1. I TOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE I THE ENGINEER WITH A BASS FOR RECORD DRAWINGS. NO CHANGES SHALL BE . NAL EROSION CONTROL . : I I .1 � 11. 1-1 . LAND SURVEYOR'S ACT AT THE CONTRACTOR'S EXPENSE. ROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE I . I I �. I I � . � I . I I I � - I - I I . I I I �, . DESIGN ENGINEER. . - V. WATER MAIN CONSTRUCTION NOTES 1. ALL CUT AND FILL SLOPES ARE TO BE ADEQUATELY PROTECTED WITH DRAIN- . � I I I . 1 .1.1,I�."-.I � 11, I . I I I I I I . 17. NO TREES SHALL BE REMOVED OTHER THAN THOSE DESIGNATED FOR REMOVAL ON THESE A. WATER MAINS SHALL BE TESTED AFTER THE ROADWAYS AND AGE SWALES AT THE TOP OR BOTTOM OF THE SLOPE As INDICATED HEREON. . . 1. . .I.,--.1 . PLANS. TREE REMOVAL INCLUDES REMOVAL OF STUMP, AND PROPER DISPOSAL THEREOF. L THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE VELOCITY OF RUN OFF WATER IN SWAIES SHALL, IN THE EVENT OF SUBSTAN11AL . - . I : , � I � I . I I . . - . THE SITE HAVE BEEN BROUGHT TO SUBGRADE, AND . . � 11 I I � . . I . � �. I . 18. UNLESS OTHERWISE NOTED, ALL EXISTING SEWER, CLEANOUTS, MANHOLES, WATER VALVES, R-VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED,BY THE CITY COMPACTION CERTIFICATION. RAIN FALL, BE CONTROLLED BY THE USE OF TEMPORARY SANDBAGGING. . � � � I I I._1 c . .1 ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS-SECRON. I . I I . "I . AND OTHER UTILITY BOXES ARE TO BE RAISED OR LOWERED TO FINISH GRADE. I I 11 1�, 1, I - - . . I I 1. � . I I I I B. ALL WATER MAINS AND SERVICES SHALL PASS OVER ALL 2. DURING CONSTRUCTION, THE CONTRACTOR MUST POND All RUNOFF TO NON- . � � 1.�,_. . L..1. - I -� 1 19. EARTHWORK QUANTITIES : CUT : 128,000 CY � M. ALL FRESH CUT AND FILL SLOPES SHAH BE PROVIDED NTH A METHOD OF SEWER MAINS AND LATERALS WITH A MINIMUM OF ONE ERODIBLE LOCATIONS THROUGH THE USE OF DIKES TO PREVENT EROSION. � � 1. �.l - 11 � .I FILL : 68,000 CY . EROSION CONTROLo APPROVED BY THE,CITY ENGINEERING DEPARTMENT PRIOR TO FOOT OF VERTICAL CLEARANCE, UNLESS OTHERWISE 3. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES I . I . .�1.11 ,11 � FINAL INSPECTION. I I � I � -11 . . AUTHORIZED ON THE PLANS. DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE �. � � 1, EARTHWORK QUANT111ES ARE BASED ON THE DIFFERENCE BETWEEN EXISTING GROUND I . I I I . ' ' I . . ' AND STOCK PILED AT CONVENIENT LOCA11ONS TO FACILITATE RAPID CON- � I - I � . 1. . SURFACE AND PROPOSED FINISH GRADES AS SHOWN ON THE PLAN. EARTHWORK N. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE C. ALL WATER MAIN FITTINGS, TEES, VALVES, SENDS, STRUCTION OF TEMPORARY DEMCES WHEN RAIN IS IMMINENT. I 11 . % . QUANTITIES ARE PROVIDED FOR PERM171ING PURPOSES ONLY. NO WARRANTY IS . � I 1. I . RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. -ETC.. SHALL HAVE FLANGE CONNECTIONS WITH ANY .1 I . , � EXPRESSED OR IMPLIED FOR THEIR ACCURACY. SHRINKAGE, CONSOLIDATION, AND ' I I I I I . � CLEARING LOSS FACTORS HAVE 'NOT BEEN INCLUDED. CONTRACTOR SHALL MAKE HIS . ADJACENT FITTINGS. ALL GATE VALVES SHALL BE 4. THE CONTRACTOR SHALL CO . I _. I .. I . I . HIS OWN SITE VISIT AND QUANTITY TAKE-OFF AND SHALL BID -ACCORDINGLY. 0. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULAR171ES IN THE LINE OR RESILIENT WEDGE, UNLESS OTHERWISE SHOWN ON THE AS DIRECTED BY THE ENGINEER TO CONTROL DRAINAGE WHICH HAS BEEN I I I 1�. I I I I - .. � GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTEN11ON OF THEDESIGN PLANS. AND/OR TRENCHING OPERATIONS. I I "I I I � . - 1 20. AGGREGATE BASE : ENGINEER AND-lHE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO$ I . � . I THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE .GRADE AND D. FIRE HYDRANT ASSEMBLIES. GATE VALVE BOX AND 5. ALL PROTECTIVE DEVICES DIRECTED TO BE INSTALLED SHALL BE IN PLACE AT THE I 1�� � . � A. AGGREGATE BASE MATERIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. ANCHOR. AIR RELEASE VALVES AND TRUSTBLOCKS SHALL END OF EACH WORK DAY MEN THE FIVE DAY RAIN PROBABILITY EXCEEDS 4OX . -�- 1�1 11 I . I OF SECTION 26 OF THE CALIFORNIA STATE STANDARD SPECIFICATIONS. 1 . I � . - - . . I BE CONSTRUCTED IN ACCORDANCE WITH ATASCADERO 6. AFTER A RAIN STORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK I , I � I I I I � B. AGGREGATE BASE AND SUBBASE MATERIAL SHALL BE COMPACTED TO A MINIMUM I P. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE NTH THE CITY/COUNTY MUTUALWATER COMPANY STANDARD DRAWINGS. BASINS AND THE BASINS PUMPED DRY. . - � I I 1, � RELATIVE COMPACTION OF 95X THE TOP 12 INCHES OF SUBGRADE BELOW STANDARDS AND SPECIFICA11ONS TO REVEAL A COMPETENT STRUCTURAL SECTION . I . I .. � � I . I I ''. : AGGREGATE BASE GRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE . AND. NEW PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION E. PVC PIPE.SHALL BE CLASS 200 AND SHALL CONFORM TO 7. THE EROSION CONTROL DEVICES ON THIS PLAN ARE A GENERAL CONCEPT OF I . .:p I . I 1. I I . 1: - . .. TI I SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE MEET THE REQUIREMENTS OF AXW.A. SPECIFICATIONS WHAT MAY BE REQUIRED. EROSION CONTROL DEVICES MAY BE RELOCATED, . . I . . . . I - I . I I I . � I . ��,e - 21. ASPHALT : PLACEMENT OF B.ASE. I C900 FOR 12 INC14ES AND SMALLER. DELETED OR ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING IN THE ACTUAL I I I � I . I I I I I . � I I I � � . I I 1. I SOIL CONDITIONS ENCOUNTERED. EROSION CONTROL DEVICES MAY BE PLACED I . . I . I I' ll . I I � � . A. ASPHALT CONCRETE PAVING SHALL CONFORM TO'THE REQUIREMENTS FOR Q. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED F. ALL VALVE BOX COVERS SHALL BE ADJUSTED TO FINISH AT THE DISCRETION OF THE ENGINEER OR THE CITY MONITOR. I . I � I - � �' . - - � .11 .,-. I - ASPHALT CONCRETE TYPE 8 AS SPECIFIED IN SECTION 39 OF THE STATE OF I CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED To ASSUME SOLE .GRADE. I - I I .. I . I � . I - - - , I :'l . I � CALIFORNIA DEPARTMENT-OF TRANSPORTATION STANDARD SPECIFICATIONS, JULY AND COMPLETE RESPONSIBILITY FOR THE COND11ION OF THE JOB SITE DURING . S. - THE CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING - . I I I � �.-V .1. I . I I I � J, - 1995 EDITION. � � . THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF G. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION ANY EROSION OR DEBRIS SPILLING ONTO A PUBLIC STREET. I I 11.1 I . .I- 11 I . . I . I I I - I,� � . ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHAH BE MADE TO AS TO EXACT LOCATION BY CENTERLINE STATION AND I I I ,� � I- � 9. ALL SILT FENCING TO BE INSTALLED PARALLEL TO GRADING CONTOURS I I I _. I .I I 1 22. GRADE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED OR REGISTERED APPLY CONTINUOUSLY AND NOTBE LIMITED TO NORMAL WORKING HOURS. THE MAIN DEPTH OF ALL WATER FACILITY APPURTENANCES: I I I . . � - I I . 1. I I � .� CIVIL ENGINEER OR SURVEYOR IN THE STATE OF CALIFORNIA. - .I I .. . I I . - . I . . I CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE VALVES, TEE AND OTHER FITTING, METERS, AND OTHER 10. SEDIMENTAT10N AND EROSION CONTROL MEASURES, AS APPROVED BY THE - I . . . � - I I I � I I - . , . I � - � . � . ". . .. �l BENCHMARK: SEE SHEET No. 1 FOR BENCHMARK INFORMATION. CITY-OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL I PERTINENT FEATURES FOR THE PURPOSE OF PROVIDING BUILDING DEPARTMENT, SHALL BE IN PLACE BETWEEN THE DATES OF OCTOBER I - I � � I I � I . I . I i ., . I LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK THE ENGINEER NTH A BASIS FOR AS-BUILT DRAWINGS. 15TH THROUGH APRIL 15TH WHERE GRADING MAY AFFECT OFF-SITE PROPERTY. . I I i , I I . I - �11 I � - ON THE PROJECT. EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE " A "Wm SHALL BE CLEARLY MARKED ON THE CURB,FACE FOR SHOULD THESE MEASURES NOT BE IN PLACE NO INSPECTION WILL BE GIVEN I I . � I � i� I . . I . . . , :e - I I I . � I . " 1 I . DESIGN PROFESSIONAL I . . 1. - , I ; 11. INSPECTION I I . . 1. . SERVICE LOCATION. I . UN11L SUCH MEASURES ARE IMPLEMENTED. . I . I . . ".11 I I _.; ; I . I I . I I __ I I I I ., 1 . I I ' I I I I 11 . I . I I I � -1 i . I I I - . . I . 1 . ''. ; I I 4_ I I � . 11 . - .1 I I I i., 1. CONTRACTOR SHALL CALL FOR INSPECTIONS AND TESTS AT EA R. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC. AT ALL TIMES. TRAFFIC H. A CONTINUOUS TRACER WIRE . PROJECT I . - .1 . ' 'I ' 'I I I WORK AND IN A TIMELY MANNER TO ENSURE A QUALITY JOB. CONTROL SHAH BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR WATER MAIN AND BROUGHT INTO THE VALVE CHAMBERS FOR I N OFFERS METHODS FOR CONTROL OF SOIL x . . � . TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR TESTING. EROSION DURING GRADING OPERATIONS. NO WARRANTY IS STATED . . . �-- I .1 I . I I I I : 2. THE SOILS ENGINEER SHALL INSPECT AND TEST ALL GRADING OPERATIONS LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND OR IMPLIED THAT IMPLEMENTATION OF THESE METHODS . I I � I .. . IN THE FIELD AND SHALL DECLARE THAT ALL EARTHWORK WAS PROPERLY I GRANTED BY THE CITY ENGINEERING DEPARTMENT. 1. THE CONTRACTOR SHALL FURNISH SUPPLIERS' 1. . . . DONE AND WAS DONE IN CONFORMANCE NTH ALL REQUIREMENTS SPECIFIED WILL PREVENT DAMAGE AS A RESULT OF SOIL EROSION I . . I I I HEREWITH. CERTIFICATES STATING THAT ALL PIPE, VALVES, * I I � THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY AND ALL � I .1 , . 1. I. . I .: . 1 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYlNG FOR ALL . THE SPECIFICATIONS AND . DAMAGE TO OWNER'S PROPERTY, ADJACENT PROPERTY; AND � I �, � I I . NECESSARY PERMITS, FEES, BONDS OR CHARGES IN CONNECTION NTH THE REQUIREMENTS OF ATASCADER0 MUTUAL WATER COMPANY. CONTRACTOR"S ON GOING WORK. �I .. WORK SPECIFIED HEREWITH. . . _. . 1. I" I I I � . I - I . 4. PRIOR TO CALLING FOR FOUNDATION INSPECTION, THE ENGINEER OF RECORD J. LOCATIONS AND ELEVATIONS OF EXISTING U11UTIES VII. DUST CONTROL I THE HOME DEPOT 11 . I . MUST CER11FY IN WRITING TO THE BUILDING DEPARTMENT THAT THE ROUGH WHERE SHOWN ON THE PLANS ARE BASED ON AVAILABLE - I I 1.�. .. . I ,� I - A. ALL MATERIAL EXCAVATED OR GRADED SHALL BE SUFFICIENTLY WATERED TO PREVENT I I I I ''I'. . XIMATE ONLY. THE CROSSING OF I I 1, FORMS TO THE APPROVED . . . ,� 1. I � I , I ;. PLANS. THESE UTILITIES WITH WATER MAINS SHALL TENTATIVELY EXCESSIVE AMOUNTS OF DUST. WATERING SHALL OCCUR AT LEAST TWICE DAILY WITH COMPLETE . "WAS I . , I., �. . S. CONTRACTOR SHALL HAND COVERAGE, PREFERABLY IN THE LATE MORNING AND AFTER WORK IS FINISHED FOR 'ME DAY. � � I AIA C.A.DZEU10, CA .11 , I ,- 1 5. BEFORE CALLING FOR A FINAL INSPECTION, THE ENGINEER OF RECORD MUST EXPOSE UTILITIES PRIOR TO ANY CONSTRUCTION OF B. ALL CLEARING, GRADING, EARTH MOVING, OR EXCAVATION ACTIVITIES SHALL CEASE I .. I I I I . . - CERTIFY IN WRITING TO THE BUILDING DEPARTMENT THAT THE FINAL GRADING WATER MAINS IN ORDER TO VERIFY LOCATION AND DEPTH. DURING PERIODS OF HIGH WINDS (I.E., GREATER THAN 20 MPH AVERAGED OVER ONE HOUR) . I., ' 'I 'Z I I I.- . AND DRAINAGE CONFORMS TO THE APPROVED PLANS. WHERE WATER MAINS CANNOT BE MAINTAINED NTH AT SO AS 'TO PREVENT EXCESSIVE AMOUNTS OF DUST. I I .. .� ...I I : I . I L ! � I LEAST 36 INCHES COVER AND 6 INCHES CLEARANCE FROM C. ALL MATERIAL TRANSPORTED OFF-SITE SHALL BE EITHER SUFFICIENTLY WATERED OR . q .N RAMON & EL CAMINO REAL 11, . I I I I .-�: ; i,l I -I I . I � !� . 11 . i'l - 111. INSURANCE AND SAFETY I . I . . I I I � I � .. ". _ .11� I I � THE UTILITIES, UNLESS OTHERWISE SPECIFIED ON THE SECURELY COVERED TO PREVENT EXCESSIVE AMOUNTS OF DUST. I . � I . I . J� � . . I � " ic . I .1 1, I � I - - I., I . � I . . .1 1, . PLANS. THE ENGINEER SHALL BE NOTIFIED. AND THE D. THE AREA DISTURBED BY CLEARING, GRADING, EARTH MOVING, OR EXCAVATION . I 11 I I . 11 . : � I . . � I - 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY I � ' . . I 1� .1 I I I . I I WATER MAIN DEPTH WILL BE ADJUSTED TO MEET THE OPERATIONS SHALL BE MINIMIZED SO AS TO PREVENT EXCESSIVE AMOUNTS OF DUST. . - . I I il I . 1'. TIONS AS THEY PERTAIN TO THE CONTRACTOR. . . I I L I I THE . I 11 I I I I � - I . . I �. I NECESSARY DEPTH AND CLEARANCE REQUIREMENTS. I I I - I I 'll " I 4, 11_1� � I I i CONTRACTOR SHALL DESIGNt CONSTRUCT AND MAINTAIN ALL SAFETY E. PERMANENT DUST CONTROL MEASURED IDEN71FIED IN THE APPROVED PROJECT � I i� . . I I � . � i . I . . � . I . � . I _':� . . I I� i, - . - DEVICES; INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR I I I . � - I I I I ,.� I �l 1. il-- I . I . REVEGETATION AND LANDSCAPE PLANS SHALL BE IMPLEMENTED AS. SOON . . I . - I . .1 - I � 31-. 1 . . CONFORMING TO ALL LOCAL, STATE.AND FEDERAL SAFETY AND HEALTH- i ' . I I I . . I I , � I I I i . '. I I . I I � T . . I I - . - . .. �-, � . I STANDARDS, LAWS AND REGULATIONS. . FOLLOWING COMPI ETION OF ANY SOIL DISTURBING ACTIVITIES. � I . . . . __ I . I .1 �*; . - . I . i�_ll . . I I I �. 1�1 I ;... 1��_,_ � � I . . I . I F. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES GREATER THAN I . . 11. 11-1. 11 11 1.1_q I . . . . I . . .. - I I . � ..I . I I . 1- 1 2. THE CONTRACTOR SHALL MAINTAIN IN FULL FORCE AND EFFECT UP M THE ONE MONTH AFTER INITIAL GRADING SHALL BE SOWN NTH FAST-GERMINATING NATIVE GRASS I I . I - I 1�11 i�' . �. . I - b-,, . DATE OF FINAL . I . I I 11 � _�, I I . I . - 1. 1, .1 , I" I . I . 11 � I . I - . SED AND WATERED UNTIL VEGETA11ON BECOMES ESTABLISHED. � � . . - - . . I I � 11.. I I. 1. 1.�.111 ,�'. . I I . I . ), . 1. WORKER'S COMPENSATION INSURANCE . G. ALL DISTURBED AREAS NOT SUBJECT TO REVEGETA11ON SHALL BE STABILIZED USING I SHEET CONTENTS . . . I . 11 I;_ .1,1� 1 1, ke .1 I . I I . I . I I I I � . I . _ f- PRODUCTS AND COMPLETED OPERATIONS INSURANCE I I . . . I - I .I 1. I I I " "I ,_ ': 2. I I I APPROVED CHEMICAL SOIL BINDERS, JUTE NETTING, OR OTHER METHODS IN ADVANCE BY THE I -I . l � ,'�!_ I . I � I . I I I I � . I . I 1.,I � I . . I I ,� . I I � I- � I I . � I . �� I - k 3. COMPREHENSIVE LIABILITY INSURANCE APCD. � � I �l . � i� I I I - . . I . I � . � . 1'. � I I I . . I - . I 1� I . . I . I . . .11�.-.1 "..I !�, H. AH ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. M BE PAVED SHALL BE COMPLETED AS I . . . - I I � . . . - I . I � . . � i�_ � . 3. LIMITS OF INSURANCE, CLAUSES, AND ADDITIONALLY INSURED PARTIES . - . I '. , , il I - . � � 11, - I 1:- . SHALL BE TO THE SAIISFACTION AND APPROVAL OF THE OWNER PRIOR TO I . SOON AS POSSIBLE. IN ADDITION, STRUC11JRAL FOUNDA11ONS SHALL BE COMPLETED AS I I 111. -1.1 1. I.— I- I . I . I � . I I �l --1 !� , I THE START OF CONSTRUCTION. . SOON AS POSSIBLE FOLLOWING BUILDING PAD CONSTRUCTION. � I . I I I � I . I � ; '.� " , ) I � I. : I t� . I � .. . 1. ON-SITE VEHICLE SPEED SHALL BE LIMITED TO 15 MPH FOR ANY UNPAVED SURFACE. . 11 I I'll. I . �� . I � I I I � - I I - I , I i: ., I I . - I J. ALL UNPAVED AREAS WITH VEHICI E TRAFFIC SHALL BE WATERED AT LEAST T" STANDARD NOTES . -11 iw� . . I CE PER I - . I - 1. I I I � I . I -1 �.- . I DAY, USING NON-POTABLE WATER. . .. I . I . � I . ,"": �1 .11. I I � � �l � . . I . % I � I .1 - I I I �i K. STREETS ADJACENT TO THE PROJECT SITE SHALL BE SWEPT DAILY TO REMOVE SILT . . I I - � � , 11 . I I � I . I I . I . I . I I . . . I I I . k V441CH MAY HAVE ACCUMULATED FROM CONSTRUCTION AC11VITIES SO AS TO PREVENT - I I . 1 : . �. 11 I 1. . . I . � I I I - I � I I I . I . I I . I � I - i I" . I . I I . . I I . I I .. - I . EXCESSIVE AMOUNTS OF DUST FROM I EAVING THE SITE. . I . . 11 I - . . . . - I i- I . . . I . I'll V I . I. I . I 11 I I I . I - I I . � . I . I I , I i�� . I I � . I . . "I .. . I � i�: . . - I - I It, .I I .I I � _1 � . 0 1 1 1 1 . I I I ,� . il- . � . . I I I �11 I I 1. I� � �t-, I v . I I � � � I I.. I I .1, I ; . i . I I . I 1: CC . � I � . . I I i I - . . I - I I , .,� 1 ; I-, 1._� I I . � . I I - . � . I � I . I, : < I I � 11 � I 11 I �lI . . . . � ., , . I I ,, I . : I . REVISIONS . � � ..'' I . � ''" . I . .1 __ � � . ql I1.I I ii - . I . I 1 7� I . I I I - I I I 11 11...- !.I . � . I . I , �. . � 1. - I . . . - , 411 . I - I I I I . � I I I . I .. I I -.I - i,:" � ;_5 � . � . . - � I I I NO. DATE . DESCRtPTION I 1. '. I "I- , . ,� I'll 1, . I I � I . I , I I I I I ,- ' ' �,,�' i. I a_ . I I I � : . . � � '. I � � � . . . . . I I . I. I .� ,:,_'.. - � I I I I . . . . I . 1. . - I � - I I . . 11 . I . I 1� . Q0 . I . I I I . . I � . . I� � � I .1 I .1 I I�- �. 11 0 . I � I I I . . 11 � . I � � I I � - I , I I I I I . 1. I I I I �� . . . , � I.. 1. I .. I . I � I � I !, I I I � - . I � I .1, I - .� �t I � I . � � I . 1. 11 11 . ,� I �' I � I I I I . � . . I I . ,�I 1 : I - � I I 11 . I . - I . I - I � , . ,:-:, I I I - I I... I I I ., 1. I 1� I . 1. . . I . � I. I 0 1 1 . I . . I . I .� �l . � I -, I I �I � � I . I � . . I . I __ � � I . . I . . . � 1, - - . 11 - 11 . � I I :1 � I � I I I � � . I I I I . I I r . . . I I . . pI . . I � I � 0 . . . - � � "". % I , . I I I I . I � I I , I i I 0 . I . . I - I I 11 I _ I - 11 -1 . . . . I I - I I . I , I !%, . I . . � . I I I . I 11 I I � . _ � I � . I � I I 1�11� � t-W I I I - I I I 1. � "I I I� I. � '' I ... I � . . ,� I I I . . � I . � I � 1. . 0 1 1 . . I - . . . I lill, . . . . 11 I- �- I � I 11 I � I I I . � I I � . .1 I I . , � . � I I � 1� I I . I 11 - I - I . 1. V_ I I . . I .1 . , I I - �:� 1_1, ." . . I . � I I FI I . . . . . - I - I . I 1-11 I_. I ., - I . - " I I . I I I - � . I . I . I . I I I I" , r I I I I I 11 � 11 1_ . . 1. . . . I � . i�, 0) . I � � , ];,, :9: I . . I . . I . . � I I I I I I -1 - � - I . .11 '' �1� I I �� . . I I . . . I . - . � , "., � _0 I I I . - . I I . _ . . . . . 11. 1 I'11, . I I I I . . I I � . � 1. I . . I I II . � I 11, I I I _'. N . I � � I . I �l � 11 : - I I II . - I I I . � . I I - I - X �f 0 1 . � I I - - . � . I �-I- . 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L / .�f� / I # � I I 1 , -, i t ' {4' TYP 25.4` j /j/ TYP 1 �' ( [(j/�''��'y �(�f'�j�j .1 I jO TROL L AN' 1 } N ' 1 1300 9.4` 45.{3' ---+" T � 2701?' - I` I / I I . . IIt:llllll- TYP 25.0' - f wief..,.serf�r.rw r.,#� ►-�►arwre �■.f+► ►mow o•..aoN8 mf sw_ �..r.+_-.ws-1---.. 89,4' L i- 1 2 , / . t .., .....,�...-.s. -..*--..,�.r.,..f... ..........«...............- 816,92' t ,....,,_..,,,.....,... -�....,.,.w............'.....,�.....�.... X5.0' . .f.. ...» ............- %li I I I I I - % I I � I I I --Ill . - I I 11 I I � 1. "'' . I - 1l,0 ,-;ll% - t1- I •. I . I , I I I . I ) � � � I % 11 � i I I - I I I �, I,- :�E � I . - �. �: 144 � I . � - - I �. . �1 :1, -,�;, REVISIONS' I . ATE DESCRIPTIO `*�. %�. C� / I I) 1 ' ,,, I v - 11 I . I . 11 . -0 , I . fto � .. :. ? . il t . U I . I t t - DRAN BY DESIGNED B� CHEQKED B . . .> . CLJ . LRB sis ca - -,. . 1. - 1 LL r- 1 INCH = 40 FEET k 14 , y SCA%LE. TE QA CA JC C�Ic�. 0 .. - , '-:_� _. r�..... ' �� -1Ec . �.{� - A. V i - -r 1 _.., :, ,.: 1 a �, .. ;.- .. - S s W .. ,. - .,. .. ., s J. 3 f ,,,' 1. 1 & . - % % . . . . . . - . - . , - _ . I 11 .- . . - ...;,.:. % ,.. -, . 1. .. _ - W . ,, .,:-_ - -.- . a .< s..- fd 3� ......... h)rN N *Zr"w > Al, �A,-S. SO C FA T E 5 N11 s N, 0 vq ry N N E E M.Q R R L A N E R -S STRUCTIO, p p 'CON N NOTE u R V E. Y 0 R S 318.50 k., F E S1, 40 80 INSTALL SPLIT FACE RETAINING WALL PER DETAIL NN SHEET C1.10.. (D FOR INFORMATION ONLY. SEE EL CAMINO REAL PLANS FOR DESIGN. 1 INCH 40 FEET PARCEL 14 INSTALL HANDICAP RAMP. SEE ARCH PLANS FOR DETAIL. Pacific Street '0-b i s o CA 93401 s w CURB PER DETAIL I SHEET C1.08. p INSTALL TYPE C xp. , 805) 544-7407 _j AND GUTTER PER DETAIL I SHEET C1.08. INSTALL rePE A CURB C', Ilk TP CIVIX. INSTALL CURB AND GUTTER PER DETAIL C SHEET C1.08. 7 A0 A0 INSTALL SIDEWALK PER DETAIL J SHEET. C1.08- 8 FS FLUSH W/ PAVING PER DETAIL HH SHEET C1.10. 25, " -1 N 9 INSTALL SIDEWALK 15 CURB AS SHOWN ON PLAN. 10 TRANSITION FROM FLUSH CURB TO 6 NO Ki INSTALL HANDICAP.RAMP PER DETAIL H SHEET C1.08. PAR,CEL "N" _wwg� 7 12 INSTALL HANDICAP RAMP PER DETAIL K SHEET C1.08. INSTALL 3.5* AC OVER 7* CLASS It AGG'BASE. ACTUAL SECTION SHALL BE 'DETERMINED BASED ON R VALUE TAKE AT SUBGRADE. INSTALL 3" AC OVER 6' CLASS 11 AGG BASE. 00 E DETERMINED BASED ON R VALUE TAKE AT SUBGRADE. TP ACTUAL SECTION SHALL'B 24" O.C. EACH WAY. 2 REINFORCED WTH #4 REBAR PRIME-! Y FENCING FOR TREE PROTECTION, 4" MINIMUM HEIGHT. -ERG Asi FARROW ARCHITECTU u � l INSTALL 6.5" CONCRETE OVER 4.!' SAND. INSTALL HDPE SAFTE REMOVE TREE. 4. k 49q"40 *.- GREENB I NSTALL VATH STEEL "r POST 6' ON CENTER. P L A N N 1, N G A R C H I T E C T U R E E N G IN E E R I- N G Q INSTALL ALLAN BLOCK RETAINING WALL PER DETAIL CALL OUTS AND MANUFACTURER'S STAMPED AND SIGNED SPECIFICATIONS OR EQUIVALENT. CONTRACTOR MAY INSTALL IV) C A 92780 p -Ty._ INTERMEDIATE STEPS. CONTRACTOR TO PROVIDE DESIGN, ENGINEER STAMP AND 15101 RED HILL AVE. SUITE 200 TUSTIN, SIGNATURE FOR EQUIVALENT PRODUCT. y 59.5480 VOICE 714/2,59.05 00 , FAX 714/2 19 INSTALL_AC DIKE PER ,DETAIL I SHEET C1.08. ExObRT. TO BE STOCKPILED INSTALL TRUNK PROTECTION PER DETAIL KK SHEET C1.10. IV THIS 'AREA FOR FUTURE USE V L-�\ ds s %5 W, N V _y Wz Ve 0 Q V NNW N R i! PARCEL 8 -g gs' 816.20 FS(I.P -4, R P AIR C E L:;`� 5 A m -w-Rk W 2 S, -Tp R e&.15.,TG On M gg gm 817.70 TC ---817.85 FS..7 317.20 TrI all yn� 7 An Tn 04 V 17A T^ FS a17.30 FS ift. 186"Tr. 7.%W FS m Y 00 PARCEL 9 ;P y 7.80 817.30 FS 7-m Tr &95 TC –820- 4 816.30 aw 2 .30 FS INV. Nk §B18 CAP C4 S.2. 817.30 FS FOR FUTURE USE. SEE SHT C1.06 SM 05 =8 INVERT N, FOR v%A,%I Sul%orm I I IN A P r"'CEL 1 7-M =4ES N 4 aiS.72 TC/7;\ N11 31&05 TG N&I W5.70 INV. OUT Tc IN �N.S E 806AS INV. OUT FF— -%19.25 4 11 N -,ON 3 M In jis" I-Q R: PROJECT 01, I'- STUB g) 4 1U FOR FUTURE USE aw.80 STUB INVERT HE, Ap WMI, I rx. M A DEPOT 's PAR 3 THE, HOME "0. CA ATASCAU&H J ;5 0,_RIAO -V1 J k Tit ON & EL CAMINO REAL SAN RAM 6,�'I "iP "'g 2 P Q :ss W41,�KA 'V _0 k___ ......... 0 ;N MR M,; SH EET CONTENTS 81&75 'k g 0 00 w A ARCEL P 01"R., -pq! RYP GRADING 0"'k—, DR Al N AGE PLAN ,MM��, `C�A�& x g EASEMB si- A 4, REMSIONS DESCRPTION NO. DATE ' 'S f ti: M LL -EQ L Lh .7*�* 4 L -7 .......... _p 3 Y 36 /j Q0 ..-,I L AMP, C ip 3 -0 Lwl_41 A MON t 00 PD Ln toD coo ca OD % . (A (A �4 DRAWNeY 0ES16Ni�D-,$Y CHECKED BY NG I F -4 I — F%O T*., EXISTI 0) ;X 0 (5 15 0) C) LRB sis" Hou L 0 0)th 0 rn-4 �T %.Olt 0 STING CA EXI ;94 DATE 5CALE. SHED -00 01 06 ill 40* .990533 > rn > fi . f 2. -SH-EET No-, u ldj';4 Y. P I 2"'FREE tf (D ry n -9903 GFAr No. 41 U_ I. -A/FILENAME HD 1.04.DWG X W, �. . . - .. .-' _ - - . '''tom ' ti _7 , _ - ' .. - - � - . . _ C O... . ���.' E8FP f Z` ****,� . R '`"% '"-_.. . '! INSTALL P.V.C. CLASS .200 WA R AIN: P R MA F � 9 INSTALL. 6 P.V.C. SEWER LATERAL PER- DETAIL Z SHEET C1.09 �''`�+,. TE M E NU ACTURER S SPECS. & ATAS. MUTUAL WATER Co. SPECIFICATIONS. {f3ETAIL BB, SHt:ET 1.09 f m^ .- . ' �•\ . - 10 INSTALL SANITARY E R MANHO P CITY ATA R ��_ . 2 INSTALL fi FIRE HYDRANT ASSEMBLY PER ATAS. MUTUAL NATER CO. STANDARDS DETAILS SH T 01.03 S LE ER OF SCARE C STD. 608 & 806. . DETAIL Y, SHEET C1.09 & DETAIL P 'SHEET 01.08 , i Jfj// I ` �� ��...,� PP INSTA 0 N H ': �► ''��. INST A 11 LL SMO. TH LI ED .D.P.E: STORM DRAIN PER. MANUFACTUR R S. SPECS. & D TAIL BB SH T 1, f �•�,,; � 3 ALL W TER VALVE PER ATASCADERO MUTUAL WATER COMPANY STANDARDS {DETAIL U, SHEET 01.09} E E EE C (3J. SSMH -_ `�• ,� f. I --.-- -- �. .�..�. 1 0. ♦ .a o ♦ t c I T . 7 I .r __, AL W . 805. 0 NV. IN NS L 2 ATER SERVICE PER ATAS. MUTUAL fNAT€R CQMPANY STANDARDS DETAIL R SHEET G'f.OJ t . vk_ � r. � f; } � f�ISTALL CHRISTY U21 �2 x2} INLET-STH TRAFFIC RATED GRATE QR EQUIVAt,.ENT. INSTALL FOSSIL FILTER. .WITH SILT BASIN IN CATCH BASIN. w . j� fl INV. OUT �� ` SEE MECHANICAL PLANS FOR WATER METER LOCATION. 4j - _. - - >m:.�...5... v ^}fes : _. ~`�`'`. IN 13 INSTALL CHRISTY U34 INLET WITH TRAFFIC RA D GRA OR E UIVA NT. IN TA F t Ff WI A � ,,,� .,� „� ,ar 'fir ry.. ,.�,, , -�.., '�'"��,, P���� ,,,, � '�-� . STALL AIR- AND VACUUM RELEASE VALVE PER ATAS. MUTUAL WATER CO. STANDARDS (DETAIL V, SHEET C1.09} � TE TE Q LE S LL OSS L LTER TH SfL.T B SIN IN CATCH BASIN. ., _ . / f -, �.,, -•� �,,, ,...r�rv.`a. , '�� t , , "_�- . •. f. '�4 INSTALL CHRISTY U21 x INLET WITH CON RE UD OR IVA NT INT t Fi W _ NSTALL P.V.0 SANITARY SEINER PER MANUFACTURERS SPECS. & DETAIL BB, SHEET C1.09 {2 } C TE EQU LE S At1. FOSS L LTER WITM SILT SAStN IN CATCH BASIN. - :; - '`. 15 INSTALL STORM DRAIN INLET PER DETAIL CC, SHEET C1.fl9. INSTALL FOSSIL FILTER WITH SILT BASIN IN CATCH BASIN. �- f - $ INSTALL SANITARY SEWER CLEAN©UT PER DETAfL AA, SHEET C1.03 E N E R r? , ya PER PG&E PPLLANPaLE •*4 ` TP M -, �� '' . 6 GAS LINE SHOWN FOR INFORMATION ONLY. SEE UTILITY Co. PLANS FOR INSTALLATION OF 2 GAS LINE. CONTRACTOR �r %_%� -_ti __ ",**F.,` TO COORDINATE WITH UTILITY Co. ` SSCO 4 " " 8 �',�` JOINT TRENCH SHOWN FOR INFORMATION ONLY, SEE UTILITY Co. PLANS do GFA ELECTRICAL PLANS FOR INSTALLATION P L A N E R S i f fl ?* y, 806.53 INV. �'`�;; - �'`'�• OF WIRE UTILITIES IN JOINT TRENCH. CC}NTRACTOR TO COORflINATE. . $4, � •�b ✓r � �• �- -�.��.�� �. �$ INSTALL THRUST SLOCK PER DETA#L B, SHEET C1.€�8. PARCEL 6 �,?, %% `--- �`'�_-����` , ~`\, g CONTRACTOR TO COORDINATE NTH MECHANICAL PLANS FOR EXACT TIE IN LOCATION PRIOR TO BEGINNING WORK. c '` _ - CONTACT ENGINEER FOR CONFLICTS. . a. __ f REMOVE EX. POWER 7 '_F - �� INSTALL 8� FEBCO MODEL 856 DOUBLE CHECK DETECTOR ASSEMBLY OR EQUIVALENT PER MANUFACTURER'S RECOMMENDATIONS, POLE PER PG&E PLAN f �';;;�:.. - ``.,��:'�.� 3 6 4 P a C i f i C S t r e e t ' f STUB & CAP FOR 2✓r * 4 ``y^Y� � ?`�\�.. `�%• 21 AOTNT�HE TIM OOF CONSTRUCTION.NAL LOCATION OF LATERAL WjDEVELOUPER OF PARCEL IF ALTERNATIVE LOCATION #S AVAILABLE FUTURE usE. �``� - San Luis C� ispo, CA 934 �'.. SLOPE AT 2 SSCO f :"..'L_. '%% ` CONTRACTOR TO ABANDON WELL TO THE REQUIREMENTS OF THE COUNTY HEALTH DEPARTMENT. (8 0 j) 5 4 4-.-71�.0 7 $fl7.36 INV. I , SSMH 2 ✓r TP �� `___l� `�, - FOR INFORMATION ONLY. SEE EL CAMINO REAL PLANS FOR DESIGN. - 1 J 1 .3 T ``- . `,� 805,00 INV. IN � - . N, .'1 804,35 INV. OUT `�' ,26 * 812.45 IN .�2 `-li"�`_ INSTALL FIRE DEPARTMENT CONNECTION PER DETAIL MM SHEET C1.10. f `♦ �1 - 3 / to \� '�/__1'� � INSTALL 2 WATER SERVICES FOR LANDSCAPE PURPOSES. SEE LANDSCAPE PLANS FOR SIZE AND PIPE LOCATION. f /``'` I < •� 0 4` ...-.---•-' ____m_%. '* \moi- '-. �*. / � / f � t 1 IT �+ � - �. °.iP{ P ��� ` �. '� � SEE UTILITY Co. PLANS FCR INSTALLATION OF MIRE UTILITIES IN JOINT TRENCH. CONTRACTOR TO COORDINATE WITH UTILITY Co. . ` // ?, 8+ -s 4 _. �`� ` Q STUB ELECTRICAL FOR IRRIGATION CONTROLS. SEE LANDSCAPE & ELECTRICAL PLAINS FOR SIZE AND LOCATION. > ♦�,� 14.1 �► R=2000.0' __ x1__. ♦ • ♦ ' 2 �` D�7`3T30" �`\�11 ` r ' � / y?, '` L=266.16' -4.., -� /{ `' / ♦ / 811,10 INV ,w ' ' �o �'.. , .`� _ 1 / 1 0- � 1 ? MAINTAIN 10' MINIMUM "w, �� �` ♦� . /� l ! , �V �' S1j _ 7%% tz ALC.EARANt ' I _-, P �. s CREENBERG FARRO ARCHITECTURE ♦ I 3 " ' '�` sSCO 2 ` ',_ >> - 11, ' ", ✓r ,?, V. $ �♦ ;� ARC � ITECTUR � ENGIN ER N � C ANI NG jjI 808 7fl IN ` - i ! - ` n. '#j 4 Q r �.J , . r PARCEL ,. I z 4� 16 , T 1 ♦ 15101 RED HILL AVE. SUITE 200 TUSTIN, CA 92780 `� . .� j1 ® _v •I �°`o '�. VOICE 714/259.0500 FAX 714/259.5480 ~ Th w-. ®. TYP . r f 0.70 INV. . t f ` si. w { -ate \,q -.. "' �: ' t \ 9 19 x 1 $ 2 INS x * 811.1 81 .2rJ TG2♦♦ `x - f 8 2 45 NV 2 19 �.� 812.80 INV. �� `- ` ', M 1 ���� p �` ' 812.30 INV. 2 ✓T ?• a, 1 .8 TG 12 �" � � ' ' f ♦ . t i .:! t� / :_� JT ��� . ' ♦ ,,- . 1 41 a ;/. i / 4 19 �% ash ' " / .. ., ., I. �/ 1 ✓t 1 _. 1 SSMH 3 - 1 5.28 TG 4r _ _ � � 815.25 2 80.5.35 INV. IN I r , 803.24 INV. IN INV. 1 ` ` . %` ., r 805.15 INV, OUT r 803.20 INV. OUT // ` ,.- 3 STUB & CAP 2 _ - ` :- 4 F RFUTURE USE. 21 ~-, �,. ,, It. a '� ti,a T. No. 1.06 3YP ` SEE SH SLOPE 0 2X 3 r 11 r x ti, rt . FOR C( ITINt1 ATION� n ,, R 4 . ' ,. STUB & CAP 24 S.D. r a ` .- FOR JTURE USE. �`� � . ♦ � ,{,`. • ., 806.05 STUB INVERT. _ ♦` ��°° q r '` '��; f fir` 24" H.D.P,E. STUB 1.0� `♦ P f .. 1 t ?* -"_ 81 TC v ` `'''-� .."�`=• w 815.05 TG ` p -r..,,,r„ 805.90 INV. iN �� '' 1 , � :r ` ,� " '�w 6 � ; 805.70 INV. OUT ♦` --``" w ` ,. g 15 f , I ` 8t36:�� II�V. N,S & E \% `r M .._ 806.15 INV. OUT 21 ♦ L ,I? �� u F. _ t ne ) .. 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'' I - ,,, t ) . . .� ! ; , I iV _ _ _ _ - r I k _ r c. .�� } + 2fi -' � � ... - - f ; s. k .. 3 / i r - / ' `I �`'' ` o . } +� s , , tJ#)f _ f ..e -, , REALIE�N VER +u. 1 ,_ '-", � _, .. ` '�'� 2 `` "'�+� . HAD N P R , , ": P �t 777 "�. f' Gobi. !• r `� /> , i r ,_- r PARCEL 2 �. t r' 7 IN ♦! L . 0 A) . > _ - _ . c f J v " fi . , ♦ .., .. ,,, _ I - F ♦♦ , s ti , I f d I 816. 5 T I z _ "-, j/ 4T� _. �* 1 l l - : - ". x. ♦♦ _.- 3 f f f i ti- _ , ri•. `tia t . s EX. FIBER OPTIC N T - , �_ n X , r .r► 1 LIE 0 BE RELOCATED I ,. x ., i r r` 4 t.. j + . 'e- { N ,. l _ ' ".` , _ , , - - } , , "--.. 11 ' 2 / F t; 3� --�..., f __.._ "" -...� f I L /' { I I SSMH 4 - __ .._._--- - - .,......_,.,,,,.,,, ' 1 801.20 INV. IN -------'-- _ . 1 801.00 INV. OUT I a1J t I // .6.00 TG 1 . I E i ? . 811.fi0 IN I : , i . } .. . p _ t . -y y - ( F i t s } ; } i k t > P - / t _ i i i - i •6 { i i f F 3 FT TTI s i i i I S A ON A T E M N SE E , i _ P tt! i i , o �' e 3 . I E 1 £ { 1 In i STUB 8 LINE FOR ..- --_.,..,. - `! SAN. SEWER LIFT STATION ,..e -- t ,+ SEE SHEET 04.17 FOR b 5t N 1 FUTURE USE. _ __ -. _". '"`"' ..-�--r- a---° ♦` 'S UP }:I E G . _-.._.w .._...... •_. ..... . . �/I'''�'��'f� ... ....w.r-.............+�r+.., -+.. t ~, !r/ aw asw�r s r r...�..i-�w a wrr�+w�rn-•e�°re-w w-ar arr�rr�as e��rr.er.e r�•s�+ir�e+. �'-----'�s. .r s' ♦♦ _ - . r r.�-�i.n...r...we _ w.rss r s.w air s.- -' o I - , i .i., ..r.w.t aF...r...�. r�.wrws. .s waves - - . ...e..-.............�.--�- i .......�..an....-+w-..._......wa+wnr saw..wnrwww�."' _ - - - _ - _ V :.._. .........F......• .w-vs,:.ii-.+n.s-•s"^.'.F"''.a°.n'.'.'....t....r._a..wrs.:..+-a�w,u�p...e.-..' . ¢< * RE SIGNS t ♦ . _' RELOCATE EX. POWER POLE 0 I I ♦ N 0. DATE DESCRIPTION . F PER P..G.&E PLAN I ♦ P tom` e-" I 1!/( : t� �s / t� 0 r I �` ♦ g i' _ t ��; Q�-+� L - . V j F 1 - #' - ( M { - , T'� .SEE OFFSI TE F/ f - ' : 1 - . � � DRAWN SY DESIRED BY CHECKED BY . . 0 40 8t} { Si1� r � . 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CA LEE HD G (35.I1! _ y_ IEL CAMINO REAL HOME DEPOT Sl TE SEE SHEET No. C1.05 SEE SHEET No. C2.04 E N 'G 1- N E i 'A 54/PM/43 0o IP L A N N E : R 'S, \PARCEL 8 IIt ' 8 --U Pv,,,,V E_ Y 0 R S iY CORP fOF E140IN Rs� 'AND--,-`GAME SEE/ARM SDMIJ Obispo, CA . 93401 PERMIT-fREQUIftE FqR AN �d* IN qR I I AO' L ? Pa ific Street AND REGIONAL QUAL, BOAR15 PARCEL 6 W I AP*S 4/P M 14,3 A NEAWGRAVES . —7407 5) 544,IPARCEL 9 STALL A. 9±76,97 2 25 EL CAMINO REAL 251 ROCK�Rl -�-RAF,,.OVEA Sm.G —5-4 M 4 3 EVXRLE'fPl� 8MC'000000 SDDI PARCEL 7 I54/PM/4 H A4, 3 II.00� _y 0-%STORM DRAIN EASEMEMT AS STORM DRAIN VATH1W PRIVATE I SDMH 1 3 UK` 2 NUMH fIID <N3 4*+4'.38"W. 50§.78 a 74# 7 FARROW E ARCHITECTUR z E R I N G P L A N N I N G A z z R C H 1 T E C T U R E E N G I N E 71 -----------------------R P ARCEL 1 2 J.0Q_ATE 1 E 200 TUSTIN, CA 92 EX POWEA.. Li N� 15101 RED HILI A VE. t _RF -77.I >7- 0 VOI CE 714/259.0500 FAX 714/259�5480 Nf EASTING RAQIFIC BELL EASEME 0 cr_ 80 t77 0 40 RELOCATE V FROM REAUGR. OVERHEAD 1 tNCH 40 FEET V)< z---TO -PG&E--PLAN tLINES PER' _j <LLJ LJ STORM DRAIN EXTEIINIS101 \4 CONSTRUCTION NOTES INSTALL H.D.P.E. STORM DRAIN PER MANUPACTURER'S SPECS.INSTALL STORM DRAIN INLET PER CITY OF ATASCADERO SM. 502. (DETAIL CC, SHEET C1.09)U3 INSTALL STORM DRAIN MANHOLE PER CITY OF ATASCADERO SM. 501 (DETAIL X. SHEET C1.09) PROJECT r-0 44un)n +z OM 0 820 820 00000000------------ cn w(n cow= THE HOME DEPOT-------------44 EXIST. GROUND AT Sift A 807.60 CL OF STORM RAIN AIA %opsDEROy CA 806.65 807.22 HGL HGL 25YR HYDRAULIC SE Z20 SAN RAMON & EL CAMINO REAL 804-49 GRADE UNE (t�?)80, H aTOR Q2.04-3>;>: HGL M Q_k, . . . . . . 123.52 4E 0.50%xzz RAIN S 0.50%E. STORM D.78 LF 36" H.D.P 502 EXIST. GROUND AT 800--CL-OF,STOAM-DRAIN 800_�� 49 7 4.07 SHEET CONTENTS-------- .. ....m SCALE. 1 =4 HORIZ. 0 Z20 t5 VERT. 1 "= 10'wo Q STORM DRAIN' EXTENSION 780 0 '44r 3:* 7150.06 z HGL ui t769.831 RW D'RAIN PROFILE STO k .6 REVISIONS 768.21< 9.83 HGL NO. DATE DESCRIPTION HGL 2� 16.53 LF 36* KD.P.F_a_ S.D. - S=11.05%INSTALL 13.3 CY -..'25# 760 760 . -�AOCK-RIPRP OVM--STD.- CAtTRANS"0 'GEOTEXILE FILTER FABRIC 21 0 I0 CHECK IED BY DRAWN .BY DESIGNED Y LRB sis LRB Lj SCALE DATE CA. JOB No.01-06-00 1 40 SHEET No.LO 0 IGFA No. 9�03�4\v000� E D--cl.06-70,,WG I . ,�:.. ,. .. a ,w .:w. , _ c. .,. 1111...4. ,,, .-,« .,m,.,.,,......_..................x_,.,.......�...._....»�•,.__.,......._ .��.. ,.._._._,._,y ...._.,..-_,..u.,.. 1_ 1_1__1.,......v.......,,._._...._.....,..,.._._.w,_..,r_...�.____..,..e.__.x,-,_._,....,..1. a.,,_..•__..L._.,-I ,. �.,...w,_.,_,...._J.._._,d.......�..._,,.«.J....>...._.. ,..��.d_...,.w....,..r.<...,.....,.."L..__ •.,«�-, .,.,,,.._....•,._,.,.,a,__..m.,._..,........_„s,s..,,_,._..,-.,..a...e-._.___....w._.... �...¢.,_Y ..�.....-L._,_..,_...,.._._f<. .._,..d...w 1_11«_1.... ..�,s....,...._,....._. _.-,_aM._,.....J,...,....J..�.-1111......- .«., ..._i,.i ,. j. . ««. 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M 0 -n 0 M m m 0 >10> 00H 0>0 M zcor- M 0 M F C 0 z 1 0 C) In W U) 0 < 0 > 0 0 > a) rn --f W(Aa -0 n C) 00 M --4 i! 3; M x O> > rn A C rq m 0 > M Z M OR z M ZM M C) > A wie r4 W. > > 0 M ZM W Z �< ;U,cl,l M a) -4--4 =100 P 0 (A z r- Z z z 0 (j) Z, A U) jr '8. 0 fln > A > i W 0 rn > m Z> O > rn - m z F 'n -i - X -4 a M (A Z V M rn c M 0 m F c =1 Z 0 Jn > 0 c L X Z Z -AmWr- o M m r- 0 40 m 0 UD z O:=I x M k W 0 W r 03: Z 0 rn M z -0 M > -q zo 8 0 =!� IUD, > r- 0 �5 > C� > > r" w x FZ4 C) Z M Ix. M > W CA) 0 M 0 0 M: > 8 00 -q F 0 > 0 mr-09 Z il M 0 m > >OF-> 0 (A rrl z - -n 2 z zrn > M M M z M a) M 1 M -4 Mz > z 0 > x 10D CD M > Z Z (on C > > In z > OL M z 0 0 Z 0 r -4 E: Z'O, ;9.-% v a X M 2 M >. 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Z-0 ig C t 79 -Arq C A > (P rq < (P Z rq 0 0 -9 rq z (P Z > rq :J: 0 7u :K z A 0 rq tj z -i IrE-t> rq r -A 9 A tM < 70 4, rq C) rq C) -u C rq -U rm r- 0 79 U3 ?U C I -q C) Z ip- tq to rq co c > 70 C A rq TO rq r- rtl (p A (1) -4 rpt 70 rq rq * rq q 7u A rq .0 X rq 4 Z < 70 c rq A rq -A 70 A 7U-4 107 --j 7U -U %J Z tj 0 -q 790 (p > rq 70 0 -1 0 C) rq A > (P Ct 3 3 7UA A M 7U ( (b b 0) > :3 (p rq A M rq ci 00 Z C) rq UN 70 23 -q ct (P (P ul > () rq' (p A (p A rq rqc--- = ct 0 u % -10 4� 0 tq > -1 11 - > c -u A -A < C) -U O 0 t1l :3 rq 0 7 A X (lb t -q L -r 0 q rq C) A 5 X :3 rq (P. > :3 7U ct > -4 A rt A (P (P 7U 0 70_j t*4 A (p rq a X ct C) c c rq C: > to U3 A �' �' N :X:* C) tl PL C) 7U iT > C) -I rq 77U (t t3 0 a 0 0 (P rq ct rq _:,; -u C) N NOD (A --A N -�. -�-, 6) (,J (A 6) -M 6) (P rq -PA N 0 ct N 06) 63 000 ()--4 ct Ul C) 0 0 (P rq + 70 N 0 rq rq rq rq rq rq M rq > > D> > > > C) > Ul -0 rin 00 zoo ;o 04 (A zo z FR � ".0 C)r. 0 0 0 P Ot M 0 >k � > -n > x i 0 V > 'o '0 M. Pol ftl 0 01 U oll Wad a MJ to -A 70 A 7U-4 107 --j 7U -U %J Z tj 0 -q 790 (p > rq 70 0 -1 0 C) rq A > (P Ct 3 3 7UA A M 7U ( (b b 0) > :3 (p rq A M rq ci 00 Z C) rq UN 70 23 -q ct (P (P ul > () rq' (p A (p A rq rqc--- = ct 0 u % -10 4� 0 tq > -1 11 - > c -u A -A < C) -U O 0 t1l :3 rq 0 7 A X (lb t -q L -r 0 q rq C) A 5 X :3 rq (P. > :3 7U ct > -4 A rt A (P (P 7U 0 70_j t*4 A (p rq a X ct C) c c rq C: > to U3 A �' �' N :X:* C) tl PL C) 7U iT > C) -I rq 77U (t t3 0 a 0 0 (P rq ct rq _:,; -u C) N NOD (A --A N -�. -�-, 6) (,J (A 6) -M 6) (P rq -PA N 0 ct N 06) 63 000 ()--4 ct Ul C) 0 0 (P rq + 70 N 0 rq rq rq rq rq rq M rq > > D> > > > C) > Ul -0 rin 00 zoo ;o 04 (A zo z FR � ".0 C)r. 0 0 0 P Ot M 0 >k > > -n > x 0 V > 'o '0 M. Pol ftl 0 01 U oll Wad a MJ t 0 (P 70 70 70 -u -4 70 ul x 0 u -4 0 CP tJ -q -j :T -q -q 0 (p Z A A r- 70 LO -U z o 0 :3- =r > O ®0 0'r- -I > c C) ZC_3tj (P U3 > tj rq (t z El (P T =r ::r C+ 70 C) < -q =3 7 rq a :T o Uj W 00 rq r- rte z =3 70 > W _0 A Q c)cn ML.-. < (P * <, CL (P cl M A 70 o Z w VY :3 70 > :3 req U3 (b cm (b CL % ID N r -N -4 N 6) -4 ul 6-) -0 U ul (,1 03 -0 0 1 ol 6-)1 i ul to Ul (P :30 ul tit 0 t-4 ICL I rq P (P tj k-1 tj u U 0 U U tj tj U rq rq t -q rq lrq rq rq rq tq I -q rq -4 -1 -4 -4 -4 -4 -1 -A -4 -4 > > > > > > > > > > ff ff F f= ff A] A -u -u -u -U rq C: 00 rn lco (7) A < 0-0n'= -U 0 r- rq rq rn 0 :r_ A > 0 vQ rq > (p o rq C) ED r1l rq (b At --< c c (P a r- 711 Cl (P (P rq a 70 -I :z ct 7- C+ () W () () 7U (p o C) 6- pct C: :z 9 C) -U --< 0 A 10 w > zr CA r- 7U (b > CCB* A > (p c (+rq -a c) -u -4 0 00 > :3 rq 73 CA > J> rq 0 X C 79 (P A (P --4 Ft r-,% rq 7U - ct > rlq7Ua rq ED rq A z c zr rq ct (b (tl QLCO 0 :3 (P Ab (P rq �v tin rq (pN 61 W N N 4 , vPOtatul 03 --40 0 4'N' 01 N) -V (ji (p 0 4�* to Ul 40k, 40h, IC) III rq cu 1:0 lco U3 - U3• ul C) x (P X 0x x -00 rq C*) z rq rq rq tm rq rq rq rtl rn rq -q () > > > t> > Z 0-1 - WNL N L> wLI N> w L> Np > r- I -r -r- w r- r- w r- r- w (p -4 --4 (P U) (P - N\ (P - (P (P - (P - (P rq - rq N 1\) N to N 1-4 N t -o N N rq rf4 N < r CL C) m 1111111 m 4WD .0 Z :3 M in t9 o cn ;a OOW as ict rn m 4 :00 4 M 90 rr, rn zo rn 01 rtl r 0 a 5s� 9:- CL 0 CIO 52 > > > rT z r) n z A] A -u -u -u -U rq C: 00 rn lco (7) A < 0-0n'= -U 0 r- rq rq rn 0 :r_ A > 0 vQ rq > (p o rq C) ED r1l rq (b At --< c c (P a r- 711 Cl (P (P rq a 70 -I :z ct 7- C+ () W () () 7U (p o C) 6- pct C: :z 9 C) -U --< 0 A 10 w > zr CA r- 7U (b > CCB* A > (p c (+rq -a c) -u -4 0 00 > :3 rq 73 CA > J> rq 0 X C 79 (P A (P --4 Ft r-,% rq 7U - ct > rlq7Ua rq ED rq A z c zr rq ct (b (tl QLCO 0 :3 (P Ab (P rq �v tin rq (pN 61 W N N 4 , vPOtatul 03 --40 0 4'N' 01 N) -V (ji (p 0 4�* to Ul 40k, 40h, IC) III rq cu 1:0 lco U3 - U3• ul C) x (P X 0x x -00 rq C*) z rq rq rq tm rq rq rq rtl rn rq -q () > > > t> > Z 0-1 - WNL N L> wLI N> w L> Np > r- I -r -r- w r- r- w r- r- w (p -4 --4 (P U) (P - N\ (P - (P (P - (P - (P rq - rq N 1\) N to N 1-4 N t -o N N rq rf4 N < r CL C) m 1111111 m 4WD .0 Z :3 M in t9 o cn ;a OOW as ict rn m 4 :00 4 M 90 rr, rn zo rn 01 rtl r 0 a 5s� 9:- CL 0 CIO 52 6) Ga N }--► r u, rpt> 70rn � � � p N �: � � r � � 70 > --� �. N �' rpt U3 d ' M .....{ -� p C 0 `0 - (P (� .. tP +[p to r� O O � -� > O -0 -..n Q (n >70 C rq�- > u ...4 C70 `� 0 r � rq rt � (p O 70 � � > rq rq 0 z rq > C) --I ;v (p z 0 0 Z� U N -- (1) t� 0 C p C _..# p r _q,. rpt r70 z -! r- r r - p -c rq r (P i � 70 r` -t',- rn rn A ._... t`_ 0 rq 79Z � c 0 rq � � -4 > 7U �---^^^���-^- -4rq (P :K C_ C 70 A Z -v 10 0 EO r� r Z (n � �> � 3 70 , � Z> rpt :E (p 70 p rqL3 rn 0 r r-- C3 � � � � > � -470 M � > M 0 0 --v Z r rn C T rpt > "v rqr- co 20 Chi ' 70 : Z rq � C > 70 c (P70 29rq -4 rq 70 rt `� t -t rn p Q rq 0 d Cn A CL W it C I 0 a � � C w � (A 6) Ga N }--► r u, rpt> 70rn � � � p N �: � � r � � 70 > --� �. N �' rpt U3 d ' M .....{ -� p C 0 `0 - (P (� .. tP +[p to r� O O � -� > O -0 -..n Q (n >70 C rq�- > u ...4 C70 `� 0 r � rq rt � (p O 70 � � > rq rq 0 z rq > C) --I ;v (p z 0 0 Z� U N -- (1) t� 0 C p C _..# p r _q,. rpt r70 z -! r- r r - p -c rq r (P i � 70 r` -t',- rn rn A ._... t`_ 0 rq 79Z � c 0 rq � � -4 > 7U �---^^^���-^- -4rq (P :K C_ C 70 A Z -v 10 0 EO r� r Z (n � �> � 3 70 , � Z> rpt :E (p 70 p rqL3 rn 0 r r-- C3 � � � � > � -470 M � > M 0 0 --v Z r rn C T rpt > "v rqr- co 20 Chi ' 70 : Z rq � C > 70 c (P70 29rq -4 rq 70 rt `� t -t rn p Q rq ca car 0 lb i (A= J w rn ,00 r `U Z r- _q C7 �► �(P.,,� 70 -4 t0 70 -479 U "'U � J Z �- r".- c-.- p -q A C'� Cf� 3:► rn zr a 7U a *4< 0 > O s S 70 � p p M c 700 r 0 700 70 �- Z tp 70 Co % (2 ;N .q -1 Z rq 79 10-1 �1 fl1 � � hri -� �t C � -?. CD � tit tP c c --q ct X 0 L v' rq fl1 � CA Z d rpt p u' 7U �' 70 rt C s -40 � ct � a (, - '_',(�t C 0 >rpt a � rq c y, C1 C3� 70 C+ n M `�- � � A o rn �. N CJD 0 r 70 Cb rt ct n X =h -v c `tri.. N �', - - 9 o ®cr t7N O p i d0 C)i ()-4 p� 0 1 rq ' 70 N O rq ril rq rq rn rq rq rq > > r> > > p L• r - x 0 0 - > ri n 03 0 U _q UO O c 0 tP Z 7U Z 79 r' 70 Cp -U Z r -4 :1 -T1 '-q ;s' 0 Cit rq rte-- C3 4 C� � � � c Z rrq C+ r=te r1 3 70 �,. W tb N > 0 Z p -U 3 : : 7c- t1 A � � � U► rte.. . i rt int tP :1 cn (P CA'-{ U` C (+ U) 0 00 70 Im 70 Z 29 _ c =: CA (p AE 0 rq 12 -h "`U 133 tp �, ro 0 El ICO c N , C C- � 4v ll<, ID VPI Cry � O 6) 1 to _ to 0 0 1 i tri tP 1 ' N�1 a rq -a rt rq rt rq rpt rpt rq rn rq rt rq --4 -4 -4 -4 --i -1 -4 --i -i --! V d ,�w w'ww� A CL m a 0 d C � � (A 4 -44 0 �o a � ,�� , tooi ca car 0 lb i (A= J w rn ,00 r `U Z r- _q C7 �► �(P.,,� 70 -4 t0 70 -479 U "'U � J Z �- r".- c-.- p -q A C'� Cf� 3:► rn zr a 7U a *4< 0 > O s S 70 � p p M c 700 r 0 700 70 �- Z tp 70 Co % (2 ;N .q -1 Z rq 79 10-1 �1 fl1 � � hri -� �t C � -?. CD � tit tP c c --q ct X 0 L v' rq fl1 � CA Z d rpt p u' 7U �' 70 rt C s -40 � ct � a (, - '_',(�t C 0 >rpt a � rq c y, C1 C3� 70 C+ n M `�- � � A o rn �. N CJD 0 r 70 Cb rt ct n X =h -v c `tri.. N �', - - 9 o ®cr t7N O p i d0 C)i ()-4 p� 0 1 rq ' 70 N O rq ril rq rq rn rq rq rq > > r> > > p L• r - x 0 0 - > ri n 03 0 U _q UO O c 0 tP Z 7U Z 79 r' 70 Cp -U Z r -4 :1 -T1 '-q ;s' 0 Cit rq rte-- C3 4 C� � � � c Z rrq C+ r=te r1 3 70 �,. W tb N > 0 Z p -U 3 : : 7c- t1 A � � � U► rte.. . i rt int tP :1 cn (P CA'-{ U` C (+ U) 0 00 70 Im 70 Z 29 _ c =: CA (p AE 0 rq 12 -h "`U 133 tp �, ro 0 El ICO c N , C C- � 4v ll<, ID VPI Cry � O 6) 1 to _ to 0 0 1 i tri tP 1 ' N�1 a rq -a rt rq rt rq rpt rpt rq rn rq rt rq --4 -4 -4 -4 --i -1 -4 --i -i --! w --p 71 , SSR Q � 0 Q �Q m �- 4 O (p 70 O (P > r- 0 U3 rpt �--' c °- rqlco ;N �. ts� rn 7v (b > o > p ID � u►- b 5 ()&- 70 0 a ra �,,`,� wS. r- M > (b � ct- r N Z ct y ro fl rq 70 -1 � r" --< `� c fl1 70 N c cfi c r Cn O CJ 70 CA r y a X -1 70 � rq O (p p U-0 Q .�� r0 �- Z rr -=0 0 -( a > •-p -0 * l> ( cc ,1 �� =+i ---1 (b --0 � � Cb r 0 -� r p -- C.7 a �> u►Y ren rq --n '�` _. --- ,► 7'9 -= r q A CA � C7 WLl. rq 7 '�" (� 7U � r1> UD NiCc 7!i c Cab rt 1 =1.`� tr tu, c 0% ® , ro CL �leo '' v v M A (p N 6) N U i 01 i01 to �pp -a N >rW OD 6-4 zO Ntri NN N tl N � - - N N�Iot; N42 ID � -4 (P up U3 lco ED U3 a a C3 C3 C3 C1 C3 C3 C3 C3 � rq rq rt �., r q , rpt �., rq �., rpt rt �., rrn■■ �, r'�t � r � w � r r .� w � r � v � ■.. w .z C) -i N -- N ..= N ...._ N N— N �` N i= N .,_. N N O > is ((p ST (p r- (r. -,y T\ (rp c3 (1)w (p ly (plT � 'Y (p O rq N N NN NN N N N N r 00 0 0 n� �n� n 0 n n C to . �N N s rq N �..� wV� `meq► V � � ��y �% y� ,�w w'ww� CL m 0 �bk �CD 0 -- mogo ,�� , tooi � r- ■ i0 � � � � in '° ,� tsS � p y. � � � 47 �K rmLf /U �� r w --p 71 , SSR Q � 0 Q �Q m �- 4 O (p 70 O (P > r- 0 U3 rpt �--' c °- rqlco ;N �. ts� rn 7v (b > o > p ID � u►- b 5 ()&- 70 0 a ra �,,`,� wS. r- M > (b � ct- r N Z ct y ro fl rq 70 -1 � r" --< `� c fl1 70 N c cfi c r Cn O CJ 70 CA r y a X -1 70 � rq O (p p U-0 Q .�� r0 �- Z rr -=0 0 -( a > •-p -0 * l> ( cc ,1 �� =+i ---1 (b --0 � � Cb r 0 -� r p -- C.7 a �> u►Y ren rq --n '�` _. --- ,► 7'9 -= r q A CA � C7 WLl. rq 7 '�" (� 7U � r1> UD NiCc 7!i c Cab rt 1 =1.`� tr tu, c 0% ® , ro CL �leo '' v v M A (p N 6) N U i 01 i01 to �pp -a N >rW OD 6-4 zO Ntri NN N tl N � - - N N�Iot; N42 ID � -4 (P up U3 lco ED U3 a a C3 C3 C3 C1 C3 C3 C3 C3 � rq rq rt �., r q , rpt �., rq �., rpt rt �., rrn■■ �, r'�t � r � w � r r .� w � r � v � ■.. w .z C) -i N -- N ..= N ...._ N N— N �` N i= N .,_. N N O > is ((p ST (p r- (r. -,y T\ (rp c3 (1)w (p ly (plT � 'Y (p O rq N N NN NN N N N N r 00 0 0 n� �n� n 0 n n C to . �N N s rq N �..� wV� `meq► � � ��y �% y� ,�w w'ww� CL m 0 -- mogo ,�� , tooi � r- ■ i0 � � � � in '° ,� tsS � p y. � � � 47 �K rmLf /U �� rn I m r 4 m m -4 uj Cp A m itrC7Drp� cl M 1 4A *N.Re. pp �PV Ajo� t$ (P m m + 4�6 + + + -0 m + 1> Ut -N Ut + +z C 46 + + 4 T Na 4 1 4 Q 4 04 4' 4 4 4 4 ..�. .0.1 C4* -4 + 4 N3 4 4 4. ,� --� f f . ` 0 0 —1 E 4 4 !, 4 4 4 4 4 4 40011 dommomm dolommom amommom moommom sommous 4mmomom dMommew OWN=* 40swilow onommm ' f / / Ary( 0 t -A (P > r - c 1rq (P (P 79 > 70 :Z F- 7-4 -4 C) rq rq 7U 70 A --j -i z > 10 1 (P r- 0 q> CC) rq rti t-1) :I rq U30 (p — irq 0 7U 0 A > -u () (f) > A Z M rte - z > c 1rq > A t -q (p 70 -M r11 t -q rti 0 - v ci () �? c > (P Z (f) > 7 til 0 C C -n 70 U) rtl rq :1 (P C) 70 :Z rq A (P :Z ;.� 0 -� O r( c -q p - C -4 :T 7U 7U C3 > rq U :I > > > A> r- F r- F4o-U (P t -q A rq rq rq A A < t -q 7U -q (1) -u U) U) rq A rq A -i Uj 7U :1 :z :z Z 7U — -u mss, r M r rq C 0 > -q r A rq C rq < Z > (P rq > rq (p :Z, > z > rq :1:70 :tZq TO (P > Im > rq > A u F3 < 7U M < A 1.'•1 L-A T -q rq C (P tq (p -u > -9 rq U3 70 :L > > > rq 4 :x -rq C) tq > (1) t - U) 70 C A (p rq 79 U 2 (P rq r- (p tq • rq --i rq 10 70 rn 0 -> q x A rq 70 0 rq < 70 C > rq 70 CP rn p-I A (P u (P C:. =3• CA > 3 D3 jr-= 3 C) m A C2 A 70 s- :Z (t 70 > 0 A =3 U -q fe- -I -q 01 -q CA rq -q X -1. (b rq /U 05. rq a ou 0 rq (P 79 :1: (P t- a rq Cp CL rq c.,,... Z In up > — 79 rq c rt r- 0 -9 70 Cg C2 :Z. 1(b -I -4 20 (P -u rq > C a rq % < % :z A (b :r (p rq a ID m rq -u rq =r n X 0 rq =3 -1 7 6' 7U — 0 -q . > 00 Z c (P =3 > =3 F Z- t -q C2 3 -j T. -1 A 0 C > -4 rq N A 0 (P 0 0 ct C =3 rn c 0 0 ul 7U (P N% too r- =j 7U 70 > rq (P -u (b -q 4 N) 4�h, 6) Ga bi Cp -� 0 % % C) CJ �(P ct N 06) 0 Ca 01 r to0 OD 0 -4 �' -< o A 0 rq rq rq. rn rq rq rq rq > > > > > > > > 76 ul U) -4 0 o 1co Z UD 0 (P7U t- 70 Ul :Z -j :r -q -q C-) Uj C ea = 3> ° ()a r-N�a o (t, r- -I j= (t, > ) to (P -I A-0 c ry > 0 0 -1 z to (b =r tq rt C) C) 0 (P < q CA - - x C) U] w (b r -1 C) r ct rq r- c 3 rt r- =r > rpt > C) n c (p t,%L Z 7U 3 A (p < rq co(p — c CPrelct U3 CL to C -4 z 00 CA X :K 70 7U 05 Z ct w w 7U > rq o U3 rq -® (P C). -q t CO C2 U3 = �.. ti -� c - CA ct ct N 6) G) M Ul 0. OD -0 0 (,a O 0 Ul 1 1 U, -4 ct Ul Ul CL t,q rq rq rq tq rq rq rq rn rq rq rq -A -4 -4 -4 -4 --4 --4 -4 -4 -4 > > > > > > > > > > Ca as Z -4 -U 0 70 ID 0 -u -u -u 79 -4 > r- > 0 > rq 70 tq C: rq > Co al > c o E > 00 - M < -0 = m -1 > CP co r y 0 rtl -9-1 0 rq o ul (P rq 76 -4 c U) 70 W 0 rt 7U F- 70 Co rq co (p 03 0— < -V +M•-.• -0 07- > C) CECb > 4 7U t1q > :* > (p C: cm Z D. r- CA ()-N3 -A ct 0 a > rq rq 73 > rq ct > QX 7-' C2 :z 0 a A (P c (--N rq :3 toCA -A rq 0 Ft (1) rt! 7U 70 > rq rt c 0 7u:z (3 rq C+ Z- ct :3 % (P X 0 (b si :* rq v rq rq 70 ()D 4�, (X 040,, > 1 --40 0 :z I -A I I N h-* t,ft 1 N " 4�, to to ID JD 4�- 0 4s. U1 jrq % (P ED U3 U3. ul - U3 ul U3 (P U Y, C) x 00 (P rq (P -90 r4 13 rq 0 Z rq rq rq rq to rq rn rq N rq rq q > > NNS—' > > > > 0 7Q (P (P (P (P (P (P w (P (rP jrq 1rq rq 00 00- tP (P t -q < rq rn > CL -�M- n C) m 0 a — ;; 40 m E EEE M rn z M m CLB Z r" r'n Cl) 0 CA CIP "own 567 , a x 'TJrn ta s- 2 CID to = x rn cc - ---------- .............