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HomeMy WebLinkAbout1432B-1CITY OF FONTANA GENERAL NOTES . CONSTRUCTION NOTES & QUANTITIES: ITEM DESCRIPTION - - .QtrA"FF,wY. UNIT 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE 19. STERILANT REQUIRED UNDER ALL A. C. PAVEMENT. O CONSTUCT 5-1/2" A.C. OVER 12" OF 95% COMPACTED NATIVE W/MIN. R -VALUE OF 70 SF THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND O SAW -CUT & REMOVE EXISTING A.C. PAVING PARALLEL TO FOOTHILL BLVD. CENTERLINE 39.0 ' SF SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION 20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL REFER TO DEFINITIONS AND TERMS IN CITY STANDARD OF PAVING. HAVE BEEN PLACED, INSPECTED AND APPROVED.0 EXISTING STRIPING TO REMAIN SPECIFICATIONS, DATED 1975, AND ANY REVISION THEREAFTER. 13. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW 21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO 4@ 12" SOLID WHITE STRIPE/CHEVRON 5' ON CENTER 130 LF 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM CITY OF FONTANA FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO WORKING AROUND THEIR FACILITIES. PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. O PROTECT EXISTING STRUCTURES IN PLACE THE CITY LIMITS. 22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION O INSTALL R1 "STOP" SIGN 1 EA 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE STANDARD DETAIL 129. 23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF OTHERWISE NOTED. THE CITY ENGINEER. 0 12" STOP BAR AND LEGEND 1 EA 4. CURB DATA REFERS TO THE FACE OF THE CURB. 15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL 80 INSTALL R17 "NO LEFT TURN" SIGN 1 EA UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO 24. BACKFILL MATERIALS SHALL BE VERIFIED BY SOILS ENGINEER AND 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING @ADJUST SEWER MANHOLE TO GRADE 1 EA TO ALL ADJOINING CURBS AND SIDEWALKS. LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED OF ANY PERMANENT PAVEMENT. WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 10 CLEAR AND BLADE PER CONTOURS SHOWN ON PLAN 12,100 SF 6. ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COUSE MATERIAL 25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A 16. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE REQUIRED BY THE CITY ENGINEER. 11 REMOVE EXISTING 8" SEWER PLUG AND CLEANOUT. (ASSUMED INVERT 1215.00) 1 EA GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF CITY OF FONTANA. FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 17. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 12 EXTEND 8" EXTRA STRENGTH VCP PER CITY OF FONTANA STD. 125, S=2%. 30 LF 7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH 13 INSTALL CLEANOUT AT R/W PER CITY OF FONTANA STD. 125 & 125A. I 1 1 EA TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST THE CITY OF FONTANA STANDARD DETAILS. 14 PR0 OSED, STORM -DRAIN CONNECTION TO EXIST. CATCH BASIN. SEE DRAWING 1432 SHEET 2 OF 14. TAKEN AFTER COMPLETION OF ROUGH GRADING. ..,.__A: .. .,�_.;,,.._ _. _:a 18. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE - tl r � -� ' �� �-`° • SPECIFICATIONS AND WHERE THERE IS OR MAY BE A CONFLICT SHALL I I� IZ �,ol,lo n.; - , Y�wow �.1 / c v 20 ON C,et�(T }�- (p00 8. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES �_,• _,o- -. ?=%,x . },, - '-�-, f IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE ,e :`.. t -T - <-�, �� �.. ,�.� .�.;" -, . FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE 10 NOf0, : CONTRACTOR TO VERIFY INVERT OF EXISTING SEWER LATERAL PRIOR TO START OF WORK. SITE, THE CITY ENGINEER MAY REQUIRED TEMPORARY GUNITE SWALES, OWNER'S REPRESENTATIVE. 1z ENTERING 'OR LEAVING IMPROVEMENTS wo Z £ 0 NOTIFY ENGINEER OF ANY DISCREPANCY WITH THIS PLAN. �Q 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF � z 3 z THE STREETS. C 1 r' r /rINUE-jv ow } m f I r. -FSR 1' _-\ .�A R C 0 S I T E 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE� mm °' # Z r . Q CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. ¢ ,""'1rn.,[. f ? T. P , M , 14500 �' STATE OF CALIFORNIA HOLDER OF AN I: � "/ l,,,s 't, ,I12 1$' i , f-- w + ,l EASEMENT FOR STATE HIGHWAY f,€ i' 1%n`..' V x 1232a _ o 11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE , I \ I s >:.•<, :"< `<f 5 o I- 00 r) t- PURPOSES PER DOCUMENT RECORDED `gym #% I `''Y x " 12-12-27 IN BOOK 300 PAGE 393, O.R. OR POWER POLES WATER METERS VALVES HYDRANTS IRRIGATION < j x 1.30 6 '-' \ I r / r STATE OF CALIF. PER J L. r� - P .� r- 11 r O ]NlA A rJ �r�JrAG r Q STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED >. :_ 1 ,, € : I .? �'n „ J �- DEED RECORDED m f__ W 19 r� r� rrJJ1\J r U CrJr !\J C iHUANG TJ WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, f : # I ! z 1J�� �.� r �J\J� �� �C, _j cn r _ ,� # J: co _ 12/23/36 IN BOOK 1177 _j o r o �� -23 J-1�3 r TA I / SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S I ''.�``�` Q 22 -'�� JJ J/ - ' ` v J J J _ _ r-JUJ\1�-� r��� LINDA S r� r I r� x 'sf f' cL J PAGE 354 O.R. m c- J� i- J r s' r - - I / r \ - �. KARL �2 < II 1, f x�� �� I w r »� �� J J�� �����J� J% I �. �,-��1 �r��� 1C� �.., r�1-�F�I ..� �rJ1��l r RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE �` f '; ra. 12• t. K --/ `'� o I-. o # >-- y �-J���\JI r j r I CONSTRUCTION BEGINS. .� , , I 14 ,. 1 �;1, Q z W # Li 3 �- r r _ r fir/\ 1 S. KLEIN # r �-�1\JI�r I ' v <` ..I # yl 2 ,` ` F w F �, STATE OF CALIF. HOLDER OF AN EASEMENT 21�J�� JJ» i 12,31, . /" r �. 1: I 1 /� s N W r, r r r r x '` ' f 5 # �t: 'P•~>»`"r 1 N A co - - �},• rn > P R DOC MENT R COR STATE OF ;CALIF. HOLDER )22 J�1��J 220-Z3-1--12 `� E I `n > E U E DED 12- 28- 28 I N I Ir f # _ Ir x N 13 w x w - OF AN EASEMENT FOR j f � # W �. 5 rn ri o w m � N o BOOK 450 PAGE 265, O.R. 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'i `.tt•,wr.An~.v .d < !, 1c,., c.., V. v a',. \ �' '''°•ah .,,;� ; h6.'........ ! '<,'"°' '+� + x i 7. f 1,130 •~..,.. ..[-.A<,n,, d.«.>,. ,ti, e-,•..,.: ,.... �.___- ...... j' ,� X 12,✓0. 7 , �., .. } ` I J 3 1 3Q.1 x 13C. i 1�• :k, Ar/ f x 1 X32 , r , ..: ,.,. - / � ii � , I I ) <1 i NOTES` L) 4 P�f 1 J.9. j} /4ly I 1229.8 _ A x ! R/W a) AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY k��m : I�U�:)I�F/: I__ BEGIN IN OR NEAR THE STATE RIGHT OF WAY. $123 1 �' !� t _ ;, t� x 12 F E, D E R A''J D w # x 1 3J, - ! LANDSOAPII G W b) ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO .••-- »p_. �_\; ; THE LATEST STATE STANDARD PLANS &SPECIFICATIONS OR AS 1234,1" �P �# ! ASPH PEP. ON --'SITE < � �0+ DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER,:^v„v"��r . 1\_".,%'." PLANS : ��' P �P THAN STATE MUST BE PRE -APPROVED AND JUSTIFIED � 2 CD 4' 1 o,tl, �, �., ,.,., t.,.�,,, v EXI c NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT � \ #- - w �a- .__--r___ 9 ¢ C2. ai OF WAY. i _ -�� � ��`� ��� CQ a �.-r I "- _,__ ! ���� �� a 1 w`�ati ,f i d) ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE �J ,�! -.---- �' E t4 3 w w ! Y TREATED FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, r rJ r qr� r\\� r�\�l r 69`� W z '� CITY '� OR AS DIRECTED BY THE STATES REPRESENTATIVE). THE I t y. I F RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE t w t 0 �; s Im w Q FONTAN W RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE ! �, f .�,! CI7 0 I �� -.�I !� o s. PACIFIC w m I PR POSED I Ia _ �- _ �� '': RAILROAD CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTRANS j) ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN ;� I � ! , g : I I IL C11) BASE ASE LIN AVELINE AVE. CLEANING ANY DRAINAGE STRUCTURE/CHANNELS WHICH HAVE CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC ` ;r; I r_ z I 1_ : � ;�I 1 I BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF, I �` 0 �'• :I Cl---` ? J ",I '`Cn / MANUAL PUBLISHED BY THE STATE OF CALIFORNIA DEPARTMENT `;' z ,�; I 4 � 0 N 1. I r' I Im :0 ¢ OR CAUSED BY, THE CONSTRUCTION PROJECT. OF TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL OONTINUATIOi�i PEI � IA � Iz LO t� � n � �; I01) I MI ER AVE. } N N N I 0 ��, ITY _ ®-.� m®� - ;,I I !' c*!I ;a ��! _ I � t FUTURE PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE ON SITE PLANS ,-- ; 00 �- 1,0- � N , � � ,,I~ !N OFix e) THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY NOTED. t a i I ` 'I !;,-/ 1_ REGIONAL ANCHO PROJECT IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL 2% �0. 19% PARK U AMO FOOTHILL BLVD. SITE EXISTING �.1.6�- BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING k THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE 01� µ______10 (31,85) ;,�'' ()ot r wCOUNTY OF SAN BERNARDINO HAS BEEN COMPLETED. A TRAFFIC INDEX (TI) OF 11 SHALL BE FIELD BY THE STATE'S REPRESENTATIVE. r I----- {%-- \ _?;' • f • - 11,,�q USED IN THE DESIGN OF THE TRAVELLED WAY, AND A TI OF 7 • o k2• r '�--1p SECTION A -A SHALL BE USED FOR THE SHOULDER DESIGN. THE LABORATORY 1) ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ''2. �' I REPORTS AND THE DESIGN CALCULATIONS SHALL BE SUBMITTED TO ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY �7� . I m 80+00 FOOTHILL BLVD ARROW HIGHWAY ) SCALE: 1 "=20' HORIZONTAL VICINITY M A P THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO SANDBLASTING BY THE CONTRACTOR. '� �- j, Q �p� 1 `'� 1"=2' VERTICAL CONSTRUCTION OF THE STRUCTURAL SECTION.cl�IDJ1 '_ _j C� r`_ c� N•T•s• m) ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED Ib% - '�! Q?O�,SS/�� f ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED I��. I � O `9 > I �; �'�, �uRT,�� ��, GRAPHIC SCALE AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY r'` C -: n I N �1) te) _-> CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO w� �4,� MAKING THE CONNECTION. THE STATES REPRESENTATIVE. , ;; w I :'% N" I'`�J`� '�J �,� 40 o so 40 ao neo 0 N N � �' I � �-=1 �C11j 011 ; U �! Com! __ _ 1. g} THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY n) ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE = �' N* " w! �� ter`' ' `� 11A v n a 1. , y No. 26229 r� PROTECTED AND/OR REPLACED IN KIND ACCORDING TO THE CURRENT rr STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO CL DRIVEWAY PROFILE * Exp.3/31/94 � (IN FEET ) AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND COST TO THE STATE. 81+69.50 (_� CA LTRA N S PERMIT N 0. I inch = 40 it.. OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK o WORK SHALL NOT COMMENCE UNTIL THE STORM DRAIN, SEWER AND FOOTHILL BLVD _ �9T CIVIt. �`� 08-93-6- RC -0681 BY THE STATE. ADEQUATE CLEAN OUTS AND ACCESS OPENINGS ) F�� CA�1�Qc� SHALL BE PROVIDED IN ANY CONTRUCTION WITHIN THE STATE'S WATER PROJECTS HAVE BEEN COMPLETED. SCALE: 1"=20' HORIZONTAL _ _ _C ITY 0 FONTANA, CALIFORNIA RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS 1"=2' VERTICAL 08 SBd 66-12.39 NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE STATE. PUBLIC WORKS D E P A R TM E N T h) WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BEmor DRAWN BY SCALE: PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO r In -Lee LL BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8500 (LAND HORIZ.: 1"=40' ��� SURVEYOR'S ACT). i) THE PAVEMENT MUST BE SAW -CUT 2' MINIMUM FROM THE EDGE OF PAVEMENT. THE SAW -CUTS MUST BE PERPENDICULAR OR PARALLEL TO THE STATE HIGHWAY CENTERLINE. SOILS ENGINEER: C.H.J. INCORPORATED, P.O. BOX 231, 1355 E. COOLEY DR. COLTON, CA. 92324 (714) 824-7210 BENCH MARK CHISELED "X" N.E. CORNER OF ABUTMENT AT FOOTHILL BLVD. AND EAST AVE.11 #67-5 ELEV. 1195.52 ,A Civil Engineering • Planning • Surveying ■ Public Works DESIGLILNED BY 13821 Newport Ave,, Suite 200 ■ Tustin, CA 92680-7803 m 714/544-3404 CHECKED BY PREPARED UNDER THE SUPERVISION OF: J.C.H. � � JOB N0. - - . ., 1 �- ( i�r � , � 4_/jr:� " l3 •� _ JOH C. HOGAN R.0'.E. 26229 DATE: 4404 002 ARCO DEVELOPMENT ACCESS DRIVE OFF OF FOOTHILL BOULEVARD � �, �W C �� cc , 1 DATE: JULY 13, 1993 I ��/15CA�iFA t p��IC�N �Z(�MY (, �2 ,��.t✓ i?•?.93 T'u��TA•. ANj� IN^I'��•IM ��117lN , . APPROVED irc ENGINEER 25126 DR. N0. /2B 3 SHT. N0. 1 OF 1 REVISIONS APPROVAL DATE APPROVAL DATE , --- 14326-1 J.N. 4404-002 0C