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HomeMy WebLinkAbout737 . 11 lq 11 _ ... _ ; 3 /QV V.G.. i 3 i . j .. .}f i......11--,... ..........._ .,............._. ..,_... .... rf _.. 2 S n h `r 8 c k / B -..- -_.11- - .- ✓.Pr. � Ufa r/ . . Z.$o f _ . _._ . F e. and/oo/h�/ -- .: , : . i � Nt�� Nor "I ..._ _ , 48.40 v v ' I . : : A e r/�arr v f -..... ......_l... .. ' .. .. Z V • f d ! e//m a B/v �a a, an Ave... __ 3 .� r �. _-- C et 1 p V >-C a� ? n with there lan�r the Clt of ---,. ... _ : : r s !Aa l 1 by dune in acc;u� a Ce s _-_ .. _ : : V w �. 1 . AlA 1 I wu r k. P Y _ . . , a0 v K _... ...........__... _ . . _ r, a>,d SC/ rlo h F ofh /� of i n or Publ 1 ... _.. _ . _. _ p O h Q /"f O ! L� Y r k n do l;ucanwn .� �taild�►rds ane the Standard S ecif/eat o f 4! O O 00 _ ,p V 7D,�D oT` -curre�,t edition . Contractor oha�T~6a`-faf ,i 11 I , : , . f rka Cons eructiun _..._ ... _ ...,_:;.. .. .. . o o N /'a� dr/ve` i� w c.e. fa /rl >`o wo v , . � � K P _- V ♦ N P € ray lsible for adherence to these Standards and _ v € 70 of r/ofh Curb ro�ile h ti M rorfh cub roti/e Ya 'ar�s� p� P P N /'' , _4ti tr1 � � N • � M _ _--� �, �, '. �, o f turf o f E�' off' f`food ,i F .. t r K, f N ►�. Spec. f scat ions ... _ . ca . . m : m � � i f O 4� 0 _ } < , 1 '� bstructures of an kind, talo hone or power poles , ,- ; , EX/5 f//I 5541rhl ce ro hfe t10I^1/? //{/ ,0.44 0 2 . A 11 i p e 1 i n e s o r s u P _ P c� _ P 0 9 -- ��.ZZ fir h drantsy etc . shown o r not shown on these a _ � ;..-_ : _ E���a water meters , valves , e Y __. E . �' _ . : d -r _ _ °o _ r s where '�•6 -� - .� ri ht-of-wa limits or in adjacent a oa fl- - /thin the t - lans w Y 11 _ 4 f K _ .. : .... . ._ y P /0I'f• f f_ . I h 2 done shall be removed, relocatQd or protected € I $ im rovement work is to be _ _, � € P . f R ncho Cucanion a. _ th Cit o a _:_ . _ - t e _... , -> lace as re uired at no coat o y g t in . •< 4 ..... ... �. � s �.��� a� • ,'�,//�� � q . . - - P 4� � �� � � � �I9oN . stin manhole or valve covers , paving repair f _ .P1; s 3. a responsibility of adju _t : : : : p : : 92.qa Y as , hone E connection with sewer and water► g p . !� and paving replacement in _11 1: . . '� m nsibllit . 9 vC v wLll bs the; rsspo I ec.tric or other utility line installations Y t ...... , V a e1 . . � V . . = .79 � ` h r : a • V .f howner and shall be accom )fished in compliance wit appu tenant : . . : O . , of P cQ t e : N h Vi . . . Q € O - .. _ . . • Or nances and Standards . on t W V v' i O h i tt o Yi d.. _ 1h , , p O ♦ O p Q.C. OYE,QL4Y € v 0 , . h O N p his► s1f - `� � : . � N F n work on this ro act shall fam111arize a � . y : : Fir111;17 of sur�'ace rod'//e 4 a, O O �9 4 ti 4. An contractor perform/ g P j �J _ 4. 0 � _ ♦ ♦ �N °� , -♦ .' onsible for an dame a to sxistin� W ap b' o F with the site and shall be solely resp Y Y b O h n1 0\ v. r -; oo . * : �9 0 �X/5f//'IQ. //I/5�led rest) or indirect) frog► his opQrations , whsths t 4r �. .. �7 £ facilities resulting di Y - I a, m m , . k , t j C} �' Q� a ,EXisfin Sur 4c rOf/1eQ� h BvrfaOe ' rorl/e i O C4 �P 0.40' �' Q� P not such facilities are shown on those plans . or Cp to ; I ti . - !o �. _... O n1 �4 0 - e . 1. . T ,• �. _ � - 4. 4� to - e . ao N 4:4z to n determined b structural ' d A`1 �- _ - Shadin on street plans indicate A.C . paveme t . Y � _ ♦ O ! qtYT d 00 0 ; e : O t h ioi be instal le �, .� p sect o /... . : . /.. O _ �� �� . _,` ��. ply fl , Engineering \61 o � fined from the Cit of Rancho Cucamonga ... , , : 4 Y i l 6 . A permit shall be obta /OD v.C. "� � to n enroachment or construction with City o Rancho I s 19 : Department prior a y �a _ Z .o0rh _ '� i/,P, . : 4', : QO .-N u t or ri ht-of-wa . 1'. 9 Cucamon a easement g Y 48 g . _ , . . 2I V � . 5cV n ineer . V V % O � s V � z ` 0 s shall be set b the rivets E F 7 All re uired stake Y P fi ... 4 4 ►��' v� R q v 2 2 1: 3 �; o �` �'; . .; t �, ' w J ` y, Curb Z� V shown are minimum. At the completion of rough . , 4! O O 8 . The structural sectio s til 0 4 �� �� d m reel 1 `:� O op I ti 5 1 tests including R values , shall be taken an a s a f V D O N resin soi s g - : y 4 : a4 ` h , g r ¢ O ' ineer . Thee re ort `��: ♦ ♦ . , d b a ualified soils en p V O 0 \4 re ort shall be prepare y q R ..... a _ ♦ '� ♦ E . h �. �A mN M To OP6pxi50i structural section and shall be submitted to V , ti i N N til ti shall contain a proposed b _. . . 1. Q� ` Oe i. revel will be iven 11; N �' M� - t. I the (.its Engineer for his review and evaluation . App R o ?'o o> vfur� sov>/h curt ref Y��'_ .� 5ov�i urb roti/� Q m . h i p P ^5--� ---{?---- D.4Q 1 structural section requirQments have been east . t(1 OtC.(c a� when a 1Pd(J - -" , -:-� "� - - _ ._ -- mains Zoo -- h r utilit laterals , ap a4 lo. •_ �. t 1 reit as hone or of e y f --*- - _ -- . ", - :: . 4 € r,- �- 9• er, water, a ec g p ' _ -- f r All sew rosin s shall be constructed prior to paving. - - . : 0 . �_ -. _ or c -_. . / - �-.-�_ '----7-. , K � Q • f . 90� _ ; �� # . . f F `� o t $ ' ion trench backfill , compacting I. � Z Com action tests of embankment construct . . 10. p : , erformed at no coat to the u ori anal round and all s b-grades shall be p 0°jo�_: ! tion teat 1. !o �" n 1` A written re ort with these compac _< (2 �- Xl,S///? SUr,Pale /"O'lfe (9 .,av1h ,e W, Citg of Rancho Cucamonga. P . Q P ,� € Y -. : .. . . c/ revel rior to the To v : yr rn : shall be submitted to the City Engineer, for aFP P vf' sQ fh c b refv d r surfacin y - € 1 cement of base materials an /o S .. p a : s . _ ; . : : S . fitted to ...- terials re ort shall be subm . . a the coni letion of awing, a ma P 11 . At P P . _ ' < : : ; , ; , Pref f'/le .geajE' ; . , d t o . ions co letQ :.:_- . .. : I : f � the Cit En ineer. Listing zll teats or determinat Dnp . S s . A . I .1 , ; : . ver/ t o y /fior/z. / : O' f Y s : _ - z t tees . F uivalent of a re a e rl .1 . / � n 1 sis and sande gK 8 . . . , R-Valu sieve a a q 3 ( ) e, Y E tt - - : : i ! 3 t s f `s a -.. r F : urf cin ane 1 s 1s o f ar halt s a 8 : < t a nd sievQ P . _ � (b) bilit oil cont Y . : �/ 3 4 12 . When asphalt concrete is placed on native soil which coctsists of a rocky 0 / � 5 a 7 material . The sub grade shall be prepared by removing all rocks which Foolhill Blvd, . proturce above the sub-grade and all voids or depressions shall be filled C1GPe CUT Gc/4o CUr e X/ST SNoPP/,vo e-ekv TES � � with a fine grade material of a quantity better than the native material , ► p ep /,v Aar. \ Fi�,P ry xw � a O�0 00 ,tl,�wY• �? O I ` �_ 13 . If the asphalt concrete is to be placed on sub-grade . A soils sterilant registered by the E. P.A. for use under A .C . and P .C .C . shall be uniformly Pr, 1•� Farce/ Z t'� t� � ec%ea cur L Gov57. �az/aa�e a lied at the manufacturer's recommended rate for the full pavement _% 61 • ;*gee sia/ewa//C nl Pai^ce/3 � O o rW4 Fur. % Ae. oveC&A PP ' aoas I �. �• o%fai/fie%n! �,11 m L vc,rY W '0 C I 7e-#S/�/ width prior to paving. - V i.' Corh ,eefUrn Oa fa ti 3 4 4 $ v .' % ,i p L ti O V $ ti �, � m � '' m � � .- `� 14 . Estimate of uantities is revised by the Engineer only for the convey 11 g N 11 I, � = 27,00' L g �, vQ �? � Y1 ,rte fiance of the developer , thepcontractor shall make his ownitemeoflworkon I 15 d = 89°58'2 " c�,nl 3 �' , `� ti Sca/e: l 40 q �2 �., 5 ® of construction uantities before submitting a bid . Any s nl m `1 `+:� `� Q fit. 2515"3.85 FC.E. I o L =42. 40 y, 3 � a y, -0 � nl � � � � re uired by these plans wnsiderednas includeda�nythesothernitemseofiHork . � d � "� h 1 b' Vj ofq uantities shall be co N ' h 4 .�. N ''� � nl h � , C O1 q Join exl5l C•1G• a0 �,, go''• 4X T- e6.99 h `�. /5 � k `q W q``•� v 11 Re/ a;l'o 90L.F 070 �1b f r 23 .98 i5 /00.00' ,roiu Q.G.@ els✓ / t �, � L / . ,•, ,.,j." {: a 15 . City approval does not include water or sewer system and estimate c�' !�� quantities / /i �� pit .►•' 'ap ��I, `- c e ' �`� �, -� : ��:�Il v� Vas gttr ��/ apt n M I �T 16 . P Y . "' Street markers er Cit of Rancho Cucamonga Standard Numbers 401 and ga ,,� 7 2 / 1� 4 �. tiF' _ ti t�` a'� q qt °� 2 9 1 . ,o �V _ o N89.5907� 9 �. �• . -1 t a _ / 402 shall be constructed at each intersection . 11 Ir Sh,� �e' °►' Ad'vsfS.M.H.fo rade �'o�l 17. City approval of plans does not relieve the developer from responsibilit .. 00 Na Iflo A z � w F� 9 °� for the correction of error and omission discovered during construction . 00 Ne 1311 1 F vi• cvr6 v ler• est the re uired len revisions shall be promptly submitted tc �� 0 13 I N • /3 S v/ e /y f I IFN Exist/firs er fr. s/2/ Upon requ q P 1 ' Fc�Tc�eE �/w the City Engineer for approval . 11 S 9/.910 Z¢fG311 .B5 B.C',e /4 q"'y 9 !0 `'•h 18. Work site and exterior streets shall beneat , clean , hazard free , JDir7 ea'/5 . C. ,s. ' rq Farce/ 4 • �ilF• 1. � , T�#.5�2/ reduest ofathe inspegtort construction . Site shall be cleans upon a % tb' Curb ,ee/urr7 Pala . k�i Nam/oehire 30 I 3°' 5freef q *Note ' The cross vl�° I _ I O 30 ,e f 27.00 •� 2' Contact the following, as required , 48 hours prior to excavation : v er 9 ana/re/ ° 1 �. \ i2 /8 /B / e -' 9 ll /o /8' I �Z' d = 900/ 39 � �� • i\ S A . San Gabriel Valley Municipal Water District ar7d savfh curb /_ = 4e 42 �+, dIf �; �, Mr . Cob Stallings (213) 969-2718 . return 9ha// be � 9Ab. 9- gNa�co � � for Base Line Road construction cons/eve fed in T = 27.D/ �, � t 8' 22'Fuf. rr� • �� �` (heir en//rel er 24 V �� �► p �° / . �1 ¢4' O B. General Telephone (800) 422-4132 ffii5 /an. y� p O �- 4/Ff 0 0 7 s " O for underground service ' W D O ,'-'�- Le e/ 0.33 0 . 13 i /� .,, til 0 ��, -� - 064 G nem �a/i/. /Voturo/ N � - z. * C . Southern California Cas Cotnpandy (714) 529-2889 �l• � IF '-,z _ Ground �' . 714) S 2 9-7 0 7 0 y, :.�.1 �_ 2191 E. Birch Street _:S O o N / I Coralruelion Moles Brea, Ca. 92521 01 2 8 0 G.tacff Ed,e� SNOtJC E,e ko �L-/. 7-01 '/OMdX JOi Ex ST. �✓/TN Z.'/3GooE D . Cucamonga Coynty Water District (714) 987-25 Zy Sca/;i� 6'fa.Ot 95.00 to Sfa.5 f"O.DO �--• Const 0.2!5 A.C. 'oaverr7enf on cornPac/ed Ne/eels z� Zr ,Qvenve T iCQ/,SeEl%Or! -yen'! ?hireS'�, ,�r 9b41 San Bernardino Road _ % _ _ c naive soi/ er l ica/ section• (See Gen. n** 8� no �o sCa 6 P yP Rancho Cucamonga, Ca . 91730 0 1�� � �0 I F� Za- Conal. 8",o.c.c. curb yv//er Per 51d. 303. �°' �°'� ' Ba 5e/irle ,2oa ( -- Const p,c•c• cross v71er /5p VA: -.e/ per •s/d• sea. v ,F.T _,, .,, - - - .• - 4Q-- Con57� tom nercia�drwe a v�oroach�oer std. 306 yV=,30,,e=7, ,t, A,\ '� " •' ' - SQ-- Const e/ name aiyn Per sfds.40//402. /T Off• /1NC O v / �' Estirnale o/' Qvan//ties ro . s/re C Y ,Q f/ li'UG/,� /G/>+i Q- Con5l. s/'o si rl war• s/d 402. - ��, I .% /. C/earir7 , �eoaovo/s orad 9i e preperoti0n Lvm ✓vrr� 9 / E C!� d X 9 ot�.� /0 7�---CO/�sf v/�de/' .eio%wa/k dein ,dei^ ,std ,507,6 Jt/= .� . ,°/ars and Profi/e h Con9frucf 4 P. C.C• /G1ear/derin9 sidewa/k a `t Q 2. D ZS A.C. Pa Yemen/(see Genero/n� e� /�� �i¢ �,f? „ ,, a, " • 8�- Cor�sf. 2 x4 redwood header. h a so that the wa/k i5 O,S lw/" f'r'om ri9/If �, 3. 8" Cvrb �` 4v//er y03.�o L.F. i. m - of w4.Y/ir/e, and 2' Min, /'rem l`oce oP curb. o°h P��/ec/ 4. 8"Cvr6 On/ (Curf� ,eel�vrns 85' L.F, � Corrsf. �yPe ��L yC/earanee marker �oer�slo'. X103. �/jMp���/�� S'1'/�E�'T h .� Site /0 Const. f e N c%arance rrrarker w1�l� N/.s7 s� rr erg s/u/s. * o) (00117/// B/vo! S. Cross Gv fry 5 andre/ 733 g Ar yP 9 10 . ti o, He/fins Avenue Oia�ewa/k Defai/ '�,_ /° 403 �`dO61. Hehn5 kenve 9idewa/k Dela// ti w Hare /re m P.C.C. Orl ve Approa eh 2 Ea• / ,ee& o ve exi 11'n A.C. a vBrr7en f where crossha/thea! �-' 9 ,, Sfree 7: Under .Sio�e f�t/a/k Ora/r� l EQ• /2 Con5f r-aTlo /or Me-physical/ handicaoPed Per sfa.' 9/O. ,ow-ce/ Ata No. (0582 8. •s'treel 5i n . 2 Ea. y y /3 AdJusl valve cover fo yrao% . �Pp.�ov�a ,�r ,oa��' . �, o. earar7ee Morker 3 Ea. /4 - lnsta// Std, street /�ghf l/4i,Doo L C/TY fNG/Nff ,QC�-N 3BB N edwood (leader �Z/ I•� /5 Ing/o// std street hot ( Sgdd Z J, - Arrow d ,sou fe //. PC.C. 5idewa/k (/1e/rrls Ave.Inc/vdir� ,eefurn /,150 � S F, dPsiG� L/NY/L -,S•lN,tle�,rlSoN h�7�! ilSS4�' �oiyMfiUa�a, 9 /6 - lh sto//pu// ,box ,eor &&,-e street /iyht�4 t Niie f/r„�) �,t� s• �e Contractor agrees that lie shall assume sole and complete responsibility for job Area M•GC. .95B7Arrow ,ef Yalle '// " Cry E0 site conditions during the course of construction of this Project, including safety of all •fit' t /2. VYS7 i9n / 8a, p��WN ,Pone/fo CuComon9o, C, . 9/370 yfFT arsons and ro ert • that this re uirement shall a 1 continuous) and not be lirre- �,.. - Q /3. Vzriable Over a 22$Z 5•f. P P P Y. q PP Y Y r� Q. / l7/4J 99v-/2// l 0/C' Z ited to normal tvor�ing hours; and that the Contractor shall defend, indemnify and = ; ,F;' -•. y , 1,A. L'. , f_� �r_. Yicir7i/y Map /4. 3freef light (58 001- i 3 eo. hold the Owner and the Ens neer harmless from any and all liability, real or alleged, I . -T- in.connection with the performance of work on this Project, excepting for liability :;i .1 ' /701 /0 SCCt/e Cff�C,E�El1 ernelh e 'f` ZOd00 U k// G O. I arising from the sole negligence of the Owner or the Engineer. 4;!wi ,.0/0/ file Al 8t-�� 737 ,, i . is _ .C•_ .Y., ,w - - -.--_,.a_ _ _-_ - _-.__.. _-_ _tee`_ _ _.. - - 1111. - 11 a_ ..,ate :.'.' --1_1.11 0..... ,�-_.. �- ., - .,,: -,. . 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C. /• A /oerrrril Sha/l he ohlaliied tram /he 51ale W e'bh;<ornia, Over/o ,Oe�artmen/ o/' Trans or/a/iorr Dis/ric/.Yll before the Tr r/ ifion � pye A.C. Esti /e of van/i ' S : stcrrl o,�'an weI4 wl'lhin ,�'oof�ii// B/v� ri h/ o�wa . 4 s Z/.80 over/a o /. 7 S.f' f35tons Yar. .4.C. over/a y `9 y v 0./G. Transi lion o L e. e8( 5•F (// toms A•e-,oayerrren No% : .S'ee sheet /o 2 ,<'or the re9t of the enero/notes. •tz �� � v ' t ° 3. 87.8 L.F Cvrb yv/ter 9 .� a_ 0' C •� .0 .O p I - N 4• 1004 5.) Z21a/ewa/•l0. �C/e: l 4 0 �, o ) Zi, ID � z N 5. .53(0 ✓F• Co�nrrieee a/ o/riye aP,oroach�exdv�i�y slWewa4) ® .�. o , o �- � o � C v �' c h Z, m i � �, a. 99' S.F. A.e-eerna o p h M o h h p Q z 04 S L.F• Cvrb /9v/iter ee r ova/ O Q nl� .- -~� l� O .V W O � � 6. ¢50 S-,--/ ,�85)Z..�GOPE P4✓/NO � � I. � FOOf/7%!/ d' lvd. � � V 0 O� � °1• 3 ea. 0 p �� h - .� �,� �, O o ST,2EET GiGNT (�t0000G) ` - - 'I � - N89°59'3/"F _ -�s a - a > _ /o. Z ea• Puce. eox /3 , � 6 l //. / e-a. 5/AeA-/d G,�G ted K�/ed 0e- ) / 7' � M v � �I Z x(o OG�GG4 y Gi e QIJ 10 � ��0% �4 NO./ LO.w,ae cu , X111V h 2 t� * v v � PJ e. a N ~� ` j N T yPE ,� ,v1d��'EC / v \ PE,� bT0 403 I �• G 4� I�h j /1 4 /j - ¢ 8 GOtiST. �jIv-- ,ld L� Ptd--,rZ/G d OE PEK O 8 ` y DETd/L TN/�� SHT. g70. ¢pQ �Ok p�' Q '`'' k 79.99 ,elw i5/•89 X00.00 e.�ist A.C^ Covered �5'/oPe I ( ° i� /� 8 ( ( I 1V ,Q'j/OEIJdG� � � N ., 3� b V Z Z•'l SLOPE/ 7 h e NST Z-'/ S�oPE ,--O-O -/ ,%✓, U U ¢ x 4 GGeAz QEO�✓c�0 29t/8 �' i2 Max. `eaM z/H/ --- -�-- \ ,Si w�rN Z" A•G. oe TZEareo OOO�.<.e ,eek 9 � K Cvrb ,ee urn Carve Oa fa * 0 Exist. Barricode ivorE ,�orEs vie d/6. ¢04 Qor�y r EX. 1 � ,�E-BTF�/PE TO i7' S/o TO 7N/5 DE TdiL Base/ii7e ,2oa OVer�oy °� I ee 1 N = 35. 0' as� o CTo,eemain� roe OF reOPO _a gape ,ego ve EX. Off\ o d = 9b°0 '24'• ���a 3 0 � % Cons/roclion No/es : 5/O��✓dG �.CJ,�,�/fid0� Eco v STQv�T 4t � Ot �. L 3 54. 9 I m L /�--- Conslrvc/ 0.50'.4.0..pa verr�en/ on �rrr�a ctea/ rra,�iye soi/. 5c�/e •. ,N=¢ - �i �; FO,e RAMP 49 /2' �j 1 T = 35. Z eonsfrvc/ 8 c c. curb ,O` v1/er' er s1c. 302. a , <i �j CS /° 9 /° Q �' � � m ~ • ProJ eC� h , � M o Farce/ ! Parce/ 2 Parce/ 3 4a-- R&WOye &X/Shay A.C.�oaYemelil l8,0•e.e. curb l plger. / /o , 3\ \9 m � eonslrve/ vaeiny Ned'rnax•) 1h1ckness aPA.C• over/ay f Foo ih�%/ B/vc/ * p il o �-- Zemove ex�Sli�y curb �9 v/ter• it °� o �- 7 Conalewl eamwercia/ drive a roac`, oer 3f� .30� t- -3 ,' 0- s' lrr/ 5 /r'2 PerQs�' Consfrve� •l' .cc. rneanderin �s deyvaTk er• / ica/'sec/ioi�. b `^ S/ree% FUTURE / // S ondor str 9 D yP Oestri %on o� ,eevi5ion Da/e 4 ,- �4 -- Insfo f d eel 110"A (/� wl-). P PP �5 �o J / /5 IrSI0- // ,3for�dord street lyht (58roG . N �-- Insfo//,dam// ,lex fir fvre street /ijhf CA/this /;,�e) �,/ f 0f Ran ho eveamen Q Arrow Cs ,eDU/e 47' /3' /2 Ins/a// rBrnP Aor the P/7ySic2//y nand/ca,oved per 502 3/O Pci Q/7 0 l n d Pr f i/e Q � - 2B' //' 8' I ►/;�1,711 ,�.,� Foolhi// f3ov/enit"d ho/ o sc e 20 ro a.s ,� py`ro 6.5� ° 4' J Parce/ Map No.a''82 C239�) /0 (e.86�) - - _ 2.9/� 3,92% f` �� /a"Ff. A,oPro/eal By Pa le - / EXIS//,�C� A.C.P4vemen/ yq�' - -41 S/a• //'s .G#0 /0 51a. /e�82.DO- Ci Erryir/eer' ,e•0..Er�0. 23889 Cons/rvel tar•. (0• 0 iwax•) ` . eons/rvel 4'P•G-e- meanald ' 9 Oe5/ r� ,eecommewde� thickness A.C. Ove,•/ay slolewa/,- so/hat the wa/,� i s?:0 ,wli?. ,9 L�nv� �e�.�Sana�e/'SO/9"y0r'/!�.49SAC. Contractor agrees that he shall assume sale and complete responsibility for job Prom Ave o,P curb and .o.s'rn/n^ " B'bs f�� Prom ri f o/'wo tine t er s /C N. L. 9587 Arro v�/,eou/e� Su,Y f/ cU E n site cord�tions during the course of construction of this Project, including safety of all ,Qh , Y . ,v td, 3l/•• BgnCho Cuearr�on91 M/19/730 Shee persons and property; that this requirement shall apply continuously and not be lirn- .- Exisfir�,y ear6lyv/1er► D/"awn Te%home (y/4) 9�0-/Z// ited to normal working hours• and that the Contractor shall defend indemnif, and r` �-W -Z- ' g } rr r� Tyoica/.Seclion hold the Owner and the Engineer harmless from any and all liability, real or alleged, ,>, foo/hi// Blvd Sla. /01153 fo 51d. /308e Chec e ora,-v,:�y no. in connection Nvith the performance of work on this Project, excepting for liability ka,?ne h /✓Lirrvi/e ,eCE•20.300 arising from the sole negligence of the Owner or the Engineer. •, no /o sect e G&/e ia��� Fi,e no. , T37 T 1111 --- - B/-OG7 -- -