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w _. E"SrIn4,4 TEof QUANT/ TIES NO. DESCRIPTION - T V aw r R4'MARKS � . If� C,. P.mvm V 0vet- �*9 /2d--2© _, �•F. n_ CCork�Ilr' . , 3 "/°.C. . fd : �.4 _ _00 g. -4 O./o A • C, 10a vol V QV,� 2, Q S . F 5 �r M ,( / A. Ad • ra d 10 re e_ � 3 X14. 7 C/earartCC Al'aeke - 3 � I 8 G�" P. C.0 •. Curb � Cavfev' 20 -f <.A •- " A.0 . PoyX1, o%r 46411✓ 1.9410 5•f. , . ,r .. I 0NNN0NEN0WMMNNW0PN0X0ffiN� � 1 W016M - d rublic WorKs Department standard specifications dated 1975. 2. Contruction permits shall be obtained from the Fontana Public Works Department prior to start of any work within the city limits. .3. Adequate stakes shall be set by the Engineer to enable the contractor to construct the wo.rk to the plan grades. 4. All Pipes or substructures of any kind and all telephone or power poles, water meters, valves, hydrants, irrigation structures, etc., shown or not shown on this plan and located within areas to be improved and interfering with construction, shall be relocated by others; it shall be the contractor's responsibility to notify all of 1. the agencies concerned before construction begins. - . 5. As -built plans shall be provided to the City by the Contractor: 6. All Utility comp ies shall be given 48 hours notice prior to working around their facilities. (J • 7. All backfill o be certified by Soils Engineer. S, All materials and methods to be subject to the approval of the City Engineer. 9. Backfill materials to have a 9.13. of 30 (min.) and min. cotppaction of 90%. 10. All new or existing%vAlve cans and manholes shall be adjusted to grade during paving, by paving contractor, - 11. Contractor to install pavement markings and striping as required by the City Enginee 12 Contractor shall not operate any main line wa er va eon existing waterlines. 0 13. If existing utilities or other facilities conflict with the prolJosed improvements, L W. _. -- - _ - - _ -_. _. .. .. _ ... .. ... _ . _ ::... _. work shall sto _ _ - _. _. - - - _ - - _ the engineer notified mmedlat y. - - :. .. .... .... ... ... .... -_. _ .- -- - ._ _ _ s _ . __ ... .... _ _. ... .. _.. -. _..._ _ .._ ....- - .... - _ _ F- - - P -. - - .. n 1! e . .... _. - _ - -. . : . . . -. _ - - - - - _ - _ 1 't ; :of the Contractor to notify the engineer _. ... ... _... ... - -- - ..... _-...- -.... .._ .... ..- - - - - - - :-, _1 a the responsiblia y y h eng ne after the ._. _ ..... __ -_ ... _ . _ - -- - -_ - - - _: _ 4 It shall b . - _.. -- .. - -- - - - ._ ... __ _ base course has been constructed and before the eying has been installed so', that _. . . _ _ _.. .. _ _ - - _ - --- _ 1 the' street L �. _ _ _ _. _ _ _. -.. _ ree cen erhne m s r cod _. -. .- .. .._. _ may in oBum. fits a e ui>�ed by the city - _ ... - - ..... _.. -..... - - .. ... - - of e_i►ee Irinee � . . ' _.. _ - - - ..... .._. _ .. .. - - _ _. .... .... .. .._ _ _... _ f Fontana. . -.. . r `s -install . - - " _. .... ., ..-- - -. _. ... :... .... -- - _ .... - __ _ - _ _.... t t o -1--ity - - - - --- - _ _ _ 15 _.. _ _. _ _. .. ... - .... ---- ... ....... ...-,. _ ...- _.. _ _ ._.- _..- - - - - - - -i. __ __ ... _ _ _- -_ _ - . Pavement sections shown are minimum and subject to revisiol and approval of the - - - ... Ci d . - - _ - - . - .. -- - - y as required soils test taken after co tionA rough grading. - . --_ .. - - - _ _ - - q Y p g g . ..• ..- - _ __. - _ � ..._ g - _ _.. -... - _ so m e u r n _ _ ... .. ... .. .... ... .. .. -.- .. -- _ -_ .. .. .. ...._ ._... .....- - __... ...... .... ..._ _ _ _. ._ .. .. .. ... ... .„. _.. -._.. _ _ ..... _ - .... .... ... ..... ._-- .... .. ... .... ... .... ._... -. ... -L .�_ _ � ..- - - ..._ . ... ........ _ - -.---- .. __ .. ___ ..-- , t - - ... _ - -- _ ... .-- -- ---- ... ... ....--i-- ... ..... - . . ... - ._ .. .... ._ ..... - .... ..- .... .... ... .. . .... ._ ._ _. _ .... _ _ -- ... - -- .-. .-. .... --- -- - ... .... ___ ._... ..__ ....... _.... ... .. .. ... .. .. -- - -- __ -- _ . - _ __ _ ... ... ... ... ... .... .... ... ._. _.. .. ... --- ......_ ...... ....- .. _ __. - _ _ .-. .. _ .. _ - ..I __ ._... - - --- - _ - ... - _ _ __ -. - .. .... - ... _ .. .... ._. .... ... .--- --- .... _ _ _.-._ _.._... .. ._. .. .. .. .. _. _ - - .. - . __. _.. - - - - -- - - . ._ - .. .. ._- _. __ -- -. .... .... ... ... .. .. .... .... ...-- -.. ... ..._ ..... �._... ._.... -.... .... _ ._. - _... --i-----...._ .:. ... ._._ 1. - ...._ _ _ - ._ -. .. _... - ._ --- -...! _ -3----..: - - _ _ _ . _ .. •• - - '-- -• .... .... ..:. ... .... ... .... .. ....- ....- .... .... ..... .. . --... ..... ... - -- ......... ._-l. -- - -- - -- - -- ...- -. _... ... ..... .. �. �.... --- `. ._ ... -..... -_ ._ .. _._ - -__. ... __ .... -. -.. ._ _... ... . _ _ _ -i. _ _ . - J _.. --- - - -- - . .... ... .... ...... ..._. 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'-. .. ._. - _ - __ _ __ -.. -_ .. - - - ...1 _ �: t 3 - .. ... ..... ..-- -... .. ... ..... ---- ..._ _.... _.. -- ... ... _ ... - - ._ .-... �- \ - _ - _ 1 -- 20 1.2 \ _. _ _ ... ... - 0 _ ... ... _ - - ... .... _.. .... - _ _. - __ _... - _ - - - - �__:: _ _ - - _ -- - . - -- _ __t -1_ - .3 U /Z __ _I_ 7-404 ... . . . ... ... .. .. ... .. .. _ _ _ - - _. - - -- - :... W _ _ _ -- - _ - - -: - _ _ _ 2 4 .. ...- _. ,. . __ _ -.. _ - _ 1 - - ER _. _ ... ... _ _ _ ...... _ _. _... ._... - ----. __- .. - _. - - - _ _ 0.5 L 8 /O /a 4 ... .� -- - - . - - • - -.... - - i _ --r . /. 7 - - -.... -_..-_ .. - _ _ - -- - -- -- _ _ 40 T .S a S 2 .0 D .S , ... - .... ... .... .... .. --- ... .-. ..-. .. - .. = __ . - - - '- - - - - - - _._ .. _ ._ . _ -- -- - - - -- -- --- .....- _ . . -. - 2. , tt -*--4).0• 0 r �4 ... _ ... .. - ... ... ... .... ...... _....._ --._ - - _. -- - - - i' �'• tk" - - . _ .. _ . .. ..- _ 6?.' 14 _ �l• 4�v . .. _ 3 'r 4 It A,.. t. ..� -_____ , - - - - - - �E��� �E�v __ .---+-- - ..-- - _ --. -..--t- ......_�--___.._. ----.__ . --.._ .....- --..._-_ _. .. ......._ _........---._...._.__...... _. _. �-.--- 1 t _ .. .. - ... .. ._ .. .. - _ .. ... ..:.. ... -- ....:... --- ---- ..:. ... ...._ -..... ..... _....._...- --.... _ _ _....._- .....--- _ __.. . .. -.. -- --... .- _ ._ -.........---.._.....----1 _-. _ _ -_ -. --. -. .. - ----. - .. _ _ ....... _ _. .... ------..._..-.-_.- ... - - .... ._ ... ... -.. .... ... .. ... - -._. ...._ ...._ ya - . .. - ... .. _..- _.. ...... ..-.. ___ .-_..... ... ._ ...... ....--L-...... ....... ...... _ _ .. ..... - __ ..._ _ _. _ --. ...... ___- - _ --_ _ -. 3 - . _ _ - _ U ... 6 C 8� G T T -R . q 2 � .1 -_ .. _ -. ... _ - -- - - _ -- - - _ ,I .. .F J E ... _ _. _. :._ --- - -..:_- .:- . _- -_ -- - -_ - -_ - -.._ - rte- :.: - - t.... /O� �t !.X - � -. t } _ . -- --- - -- -- - 24 23 22 2/ . - -_ MANQO AVE- ) Ic .TYPICAL ECTICN N Ar �_ TYPICAL EC'�I N LES V8V � ��> IPTER A .. f - - - ----- N0� TO SCALE i' P*L -cltr of FONTANA - - �: r -T- -____- - 1 --- 8353 SIERRA AVENUE = / j ! - FONTANA. CALIFORNIA 92335 TELEPHONE { 71 <) 35Q-7810 . _ SCA L C I I�- ? O ' SQ. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES - 370 47H STREET. P.O. BOX 6226 . SAN BERNARDINO. CALIFORNIA 974Q8 - TELEPHONE (.714) 884-9411' OR (860)422-4133 U.S.A. GENERAL TELEPHONE CGMPANY (� SO. CALIF. CAS COMPANY-TRANS)11S$1QN DEPARTMENT 2411.-N. MOUNTAIN VIEW AVENUE ,-� 2191 EIE I RCH STREET POuONA, CAL I FARM t A 9178E- - JI (` BREA, CALIFORNIA 92621 TELEPHONE (213)357-2257 OR (800)422-4133 U.S.A. s BASELINE � RD 1 BASELINE< zzao J • TELEPHONE (714)529.2809 OR (800)422-4133 U. S. A. SAN D£RNARDINO COUNTY FLOOD CONTROL, DISTRICT T / 7_11' SOUTHERN CALIFORNIA EDISON COMPANY 825 EAST 1N1RD STREET � > Ir MESA '' 3 �i/10 1 /Qe1Oo � s f �1�i%!J7/��"r� //J, ✓� �edSf �P .11�'OC�/�/� I ONTARIO FCALIFORNIANU92621.,O. BOX 513 SAN BERNARDINO. CALIFORNIA 92408 1Y AV < > < N T 0 V G ` . •••mo - OW 17�, d �9 hlf 76 Cxdel 1 W TELEPHONE ( 714) 383-1685 a ME, It ' \1 ,{ , L11v��-cs ot= G,�ssT TELEPHONE( {714)947-2996-UNDERCFtOUND POWER PACIFIC TELEPHONE i 7ELECRAPN COUPANY ` 3 Y oY Z`I � $ AV 2 Q'\ h - I ( 714 875-5100-TRANSlyI SS I ON , a A A f n ) 3073 ADAMS STREET To T - , X e W _ W JA INT A 14(213)837 -1233 -PIPELINES, OR RIVERSIDE. CALIFORNIA 92504 1 0A A ONTO �_i JA ♦ It � W ( 000) 422-4133 U. S. A. TELEPHONE (714) 359-2585 OR ( 800) 422-4133 U. S. A. \, A �� c'"1. Q " ONA oa iNs a ,Q a o q . X . � TILER a SAN4HU S 9TH �Y[ t } Air. uaS m Alv �' a '-^� 9 q % �' p� t M Aa+ Y' p h _ $ a_r~n P oa m -C MILLER N y + p k U ]PRIVATE ENGINEER'S NOTE .0 �` BEAK ST I a AX < CT A. J O TkRRY ," PRIVATE N N ER t'�iNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE Q A T CT.- . F/uRviEw anra . 3 `d' 9 � t i � aC � 2 � d. � _ ACCURACY AND ACCEPTABILITY OF THE WORK HELEON, IN THE EVENT OF DIS_ it I � T .. MA AGA $T hti, A � ' Q� N 1, 0 . 1' b � .) � K ,�„ CREPANCIES ARISIN'd DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE °C . I V) :''_ Q 0 • f N U b a Vl RESPONSIBLE FOR DETERMINING N C � REED IST � < REE ST LA t. Vr LL, A ACCEPTABLE SOLUTION AND REVISING THE PLAN rn IL U t1 `� ,`v, 1� W r, '� -MEI E 5T '. MC ETHY N 1V 11.• ) Q 3 A S7. n % ii Y 1 �1 V 4V `---1 S� .- .-Z ❑ � on �-AR w '� -� q 11 t. ��. �j �l \ FOR APPROVAL BYTHE CITY.�_, % �• U IE900 FOOTHILL, PARK''-_ 17700 g k7 N� A _ a -MM .;.. 4i w : T ` 75.7z' 75.70 78.7 ' �. 0 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS yib Qd k0 AdQ&0T_ _110 DQ061VA - THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE �N�- " ML ►Pr i Q - -�+•� .�• � _ - - F �� • .,,� _ x• • :_ .` •' �- :� ,�. _ �" - � RESPONS181L1TY FOR THE JOB SITE CONDITIONS DURINQ THE COURSE OF y r _.. - �- CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY FOR ALL PERSONS - - - . - - �.--- r�-{ ,.. �, ern • _.-: .:gym - . ': ..y :. -. -#:. - - - .. - .": 'i.:.. 41.} a ..--.F-' ��{ k • _ �. - ,.._ " AND PR P RTY THA S RE URE 'L A � 77 _;. -_ y - �_. O E T THl I MENT SHALL APPLY CONTINUOUSLY AND _, _,, . - - I ` _ 4� _�. --, , - -._- _. _s , _:. .., `fi ._ . =..: _ _. 0117 �/O!) NOT y ,,� _ _ :, , e �`�"X%�DI' S/JJaI0�71 �l' S/ BE LIMITED TO NORMAL WORKING HOURS; AND '1'HA't THE CON'1RAC'1'Ult _ - u= - - _ _ _ SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER ill (1 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN * - L I % I CONNECTION WITH THE PERFORMANCE OFWORK ON THIS PROJECT, �� �� \ " VE't-- ,� EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THEr' � Z� __ PIA NGO A 6L OWNER OR THE ENGINEER. _ x f Pay y X/5� 5/yf/ = I` l� '' X 1'IA F' THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF ,` - AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO L47 . - . EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE � .. CONTRACTOR IS REQUIRED TU' TAKE ALL PRECAUTIONARY MEASURES TO I /11 PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 14J I `Q j NOT SHOWN ON THESE PLANS, AND IS *OLELY RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, ANY EXISTING IMPROVEMENTS. (� 3 / - _ f!;T I . � % W 6 Q0 I -__ 1W + . 5 7 tuI Underground Service Alert 2 aD 11 - _ QROF�ss/ •© Colt:TOlt FREE , W � �► AlN4TG•. RIES110"- -CIA,, e_0%_L�CC012.ST02E'i5 `c��' �� ( �00 Rl?.,J S/� q ..- ` 8 ( y Nn�.l . -t' t = co. MOLOY K. GUPT '- 1(( ��� ��, SCALE 1 -10D p / f 41 nl y z 12 A � ,,,1� 4�2- 4133 �� �' � y Ct)R,ICTIDN NOTBS �r, $ ` ' o. 31708 , ,ca ,� P - _ . TWO WORKING DAYS BEFORE YOU DIG , a 06 28501 = W _z 1•A Construct 11 A. C . over 11 A . B . paving'. - * EXPIRES,1z - 31_ �� A@ Gone,tvu,t 4'/2', A.C. til1N, ovWA d0rAF1Ac"T�9 �� % CCV�L - &I�Jvj%. 24 1 LU_ , -r � �� --- C9 C6 • �� 4��t 1.31 --q! Construct 811 P.C. C . Curb and Gutter Per City of Fontana Std. 101, t3�.,.�,- Construct 4" P.C.C. Sidewalk . ,�. , �o. 4 O NL . 4 Construct D.to" A.C. Pavement Overlay. . CITY OF FONTANA CALIFORNIA PREPAREO UNDER SUPERVISION OF= i to 5 Raise Existing M.H. to Grade After Completion of A.C. Paving. . PUBLIC WORKS DEPARTMENT rv. 6 Install Street Light. BENCH 11ilARK �_- .- . - m �+ �1 T 1, 7 I nstall C learance Markers . CAXSP&17e' po.orT' ,W 3'x?,?'1 W4 TrMr _22T � 4� 14CerO,Q DRAWN BY 1 Rt t 1F0�1',1E1T PL�I� SCALE . BENCH MARK NO. 2M-7 8 Construct 61' P.C. C. Curb and Gutter Per- City of Fontana Std. 101. . - f - AS SHOWN P.K. NAIL EASZ END S.E. CURB DESIGNED BY TRA' 1 9 9 0 I °� Ca1N5 Quc. iZ�51 Qr� � dL - - - - --- T "{ T Q vv I-PcA2_ Gt-c o 1sToe.� s ,p . I o 2-13 . . 'Z ° - _ T` 94., �Z-zz f RETURN @ MILLER & BLANCHARD AVE, . q - David Crosswhite and associates RR. � Q RE l-24_-,91 � engineering Surveying Planning L - MOLOY K. PTA DATE t / I I .3 L . ap • A.vv c-46 57A. 23.142 -Go 1-'0 24+04..loo If�flr//" ELEVATION. 1366.66' West, \714)381-9575 �, RCE N0. 170$ 180Q Commercenter CHECKED BY APPROVED - - - - - -`�-- NQ. - - - E . San Bernardino, CA W408 FAX (714)888-7988 REV. DATE ENG. DESCRIPTION DATE CITYI:e APP 3 S /NT /M TTYIMJEJ 2sr3 _ . C. � 2 I 11 RIVERSIDE BLUEPRINT - RIVERSIDE, C,F. am ,- 0 a \ - -- kj- - - _ \ •