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HomeMy WebLinkAbout4731-1 IIIIIIIIIIIIIIII -1 - .1 ill 1 MN ISPENERAL NOTES 1 11 111111 - ' j II . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE CITY OF FONTANA ry IIIIII[ - I _- ■ ■ ! I i 1 STANDARD PLANS, THE CONTRACT PROVISIONS AND THE SPECIFICATIONS FOR PUBLIC 11111111111111.11111111111111 __ - 111111 1 I WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BITE I ■ { � ` } BE THE LATEST EDITION UNLESS OTHERWISE NOTED. I I - _ 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BASE r"' "1"."" LINE _ i I SE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 1.11110 ---- _ - - - 1111 IN L 1 I 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 0001.1V31110 '""°""'""" UJ Q - �� I- --- --- I ■ - 1 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT I ■ Q �, I I I I DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION MILLER ♦ a �1 SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TOTHE START OF ANYWORK IN PUBLIC 0a -- I - 11 1 - 1 -! - \tp' RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (41041) 550-1610. I ■- - l l 62�p) - - 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCECURES tri OL I _ ,,,-1 ■ 1111 - / - - t DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC ■ 111 d d - I p, - Will ► - I • • %p _ EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. x 1 ■ ■�. iliiliIIIIIIIIII FOOTHILL BLVD I • ?j I •p -- - T 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR ■ Z , &1 I _ 1 ■ I� ` 1 OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 14Q . i 0•as•0 . - - - ' ■N I • 1. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR aaaa■■a■ a 2:-° tf ' Ai 1, I. �' - - -I - - Ill . -�� �� TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF iaaaaaaa�■NIIIIII �I dI/� __el -- - I I ■ ; , _A _• I LE �' ?�Q �UINDUSTRIAL SAFETY. �D�p) - , - - - I u_ I111111 Ji ,�� 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEETINDEPSHALLBE�y �-_ __ ` 'r�_ " - , - - _ __ . '` _■ 111 Q�/ GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE iiiiiiiigiiii 1111.111111111111111 -L t - - - - ■ ? c} ■ I4I0 • �� REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES di- 1 �i LESS THAN MOVEMENT EXISTS. FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL FOR GROUND ■ �EE� •aIP.16 ) U' J f - ■ -- INIR - ..,/\. k \ 41. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING ■ ,�■■■..�■r' �, _ I Iti1ui.a A SEPARATE PERMIT FOR THAT PURPOSE.5aagI 0 ('ja r' ' ,IIIII __.. � L 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. IIIIIV V -� iii 10; 0 m I .0 HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE GONTRATOR TO DETERINE, IN THE FIELD, ■..■ NM - 1' - _ - El THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER I LL ~ �_ 1.610-iii �aO•' ■ Iii PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND ■■.■,�■� ■. O j - IIIIIN = / ...1.1070. �� _ ��■ ' - SERVICE ALERT AT 1-500-221-2600 TWO WORKING DAYS BEFORE EXCAVATION. 1111111.1111 II. THE CONTRACTOR SHALL COORDINATE GONSTRUGTION WITH ALL UTILITY COMPANIES INCLUDING', BUT 1 00% Eli FU T. `� R..-OSED T.G O�- �� OF _• -_ NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, GABLE TELEVISION, LANDSCAPING, LANDSCAPE RT �-"'� ~_' _ `� �� r 1410 RT IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND h gm , . , . CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE RIOR TO I WORK AROUND THEIR FACILITIES. ■ ,�� �■11111111111111111111 ■,M ___�_^ _ IIII _ I 12. THECONTRACTORSHALLNOT OPERATE ANY FIRE HYDRANT ORWATER MAIN VALVESWITHOUT. ■ �.■ ■■ - ; III I _y APPROPRIATE AGENCY AUTHORIZATION. GONTRGTOR SHALL COORDINATE WITH THE APPROPRIATE IIIIIIIIIIIMIMIIIIIIII II II., WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 11111111 " MI PROFILE SCALE 13. CURVE DATA REFERS TO THE FACE OF CURB. laIIIIIIIIMMILIIIIIIIII al1 �___ 1{ I I� i 14. STATIONING REFERS TO THE CENTER LINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. IIIiHORIZ: I' = 20' 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE �� ■■ , ■ a■ � I �_ I i ___ CONTRACTOR TO CONSTRUCT THE ORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE ■ ■�■■ ■■■ iI_,__�--F - 1 I -�- NI 111111111111_________Th W RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING 1111111111111111111111 ■■■ I ( 4 - 1 _-�I■ III__ I_ VERT: i" = 4' DURING CONSTRUCTION. • I16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES l ! I I I OR BENCH MARKS WITHOUT PRIOR NOTIFICATION GIVEN TO THE CITY ENGINEER. 10 I I 12 15 14 IT. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENTTIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK O PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER 10+00 BASE LINE AVENUE= REPLACEMENT OF THE MONUMENT. 10+00 CYPRESS AVENUE II CYPRESS 12 © 15 © 14 15. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. N 0°23'43"1A1 Q 1 _ 1 A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR - �y I , 2' I \t�l +t � �:�:�:�.�:�:i•�/ , ., �/�.Q �• •• O RESIDENTS AND EMERGENCY VEHICLES. J.� [kry - ) `\b* ' 0 �•�••• ® iii♦i, ��" la. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, 27 �Q e - ••••••• •®®� •;',..i••;..~....•....;....:.....• •�•�• KM•: �► Adr. iii♦i�i�i � INCLUDING ADEQUATE WATERING, AT ALL TIMES. 1 • 4••••••••••••• WHCN SUSTAINED WIND VELOCITIES EXCEED O , - •• •••••• O 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED m ;r Q . T=T \ �Y � . FLIT.G/G ki• 25 MILES PER HOUR. , C�/G bRADE T DRAIN �\, Q - . $ .,:.,.. - - 21. DEBRIS TO BE G�: 0 © DEPOSITED CONTRACTORNTO PUBLIC OR PRIVATE PROPERTY TED MATERIAL,NT TOTHERIGHT-OF-WAY DURING' �T•r r I r �� r _ •.� �' . � CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL X .,__.. .._X _ __ . .X...-. _,_.X._ . ...,. X . ._..-X X._.- X.._ ji X. X x.. . _.X __ x X.__ X. ... . ..X . X.J.. _ _ X _.._...x... m�.41n••••:" 22. T OR APPROVAL OF THE CITY INSPECTOR. � ILI NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRI -I I PROPOSED RAN / • X 23, A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE ' x SPECIFIEDDENSITY DENSITY 55 OBTAINEDRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE �f1 PROVIDE 4' MIN. � . SIDEWALK sC x Z 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY Z X IU `fl !f1 - J m W NON-ERODABLE SWALES ENTERING OR LEAING IMPROVEMENTS. REMOVE EXIST'G FENCE WITHIN till -IQ O tV F X 5 15 30 3 -1 CONSTRUCTION LIMITS d -1 0 W I-. 25. LOCATION ANDWIDTH OF DRIVEWAY APPROACH APPRONS SHALL BE APPROVED AT THE 0 10 20 40 60 1- V I1 N V 1Z _ _ 3 THE FIN�.L. ,- A.P.N. 0240-OSI-34 A.P.N. 0240-0$I-�2 ( A.P.N. 0240 O$I 2 TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 4t H Q d tttLLL 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH B I GRAPHIC SCALE 2 V z 4 - A i $ V w V X EXISTING CONCRETE. v I �0 111 N d V N o m ~ m d 21. THE SEWER CONTRACTOR SHALL STAMP AN "5" IN THE FACE OF THE CURB AT THE LOCATION SAWGUT LINE = I- -- - E- ® Q - d O < W 0 yyk6� 6 F = 2 xJ2 X OF THE SEWER LATERAL. 2' MIN to X N M M N 0) W p[ 28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, - OJ' INSPECTED AND APPROVED. - _ _ _ __-_ ,�.��:��j?�j / 241. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. ff CYPRESS AVENUE GONSTRUGTI ON NOTES: Scala' o - 20' QUANTITIES: 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF OVERLAY/TRANSITION DETAIL G I TY OF FONTANA UTILITY NOT I F I GAT I ON LIST THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. T.I. = 6.5 O CONSTRUCT B" P.G.G. CURB AND GUTTER PER CITY STD. DWG. NO. IOOQ �' � N.T.S. '1 f. B" CURB AND GUTTER 100 L.F. 32. AGTiJAL THICKNESS OF A.G. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET RAW 0 SAWGUT TO PROVIDE SMOOTH EDGE. ,- 2. SAWGUT 220 L.F. CITY OF FNTANA S.B.G. INC. ADELPHIA (CABLE T.V.) SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF 34' --2S.:), 8353 SIERRA AVENUE 341541E. CORONADO STREET 1500 5. AUTO CENTER DRIVE FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 22' © REMOVE EXISTING A.G. PAVEMENT t,- , _ 5. A.C. PAYMENT REMOVAL 1500 S.F. (qoa) 350 6632 NTANA, CA 2335 ANAHEIM, CA(`114) 666-sso0 2801 ONT(41041A G'1 5A p pc11'I61 rx 11- 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING' CONTRACTOR UPON COMPLETION OF PAVING. II'-IG'' 12, I 0 ONSTRUCT 5' SIDEWALK PER CITY OF FONTANA STD DWG. NO 1006 . j 4. 5' SIDEWALK 400 S.F. 50. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT VERIZON (TELEPHONE) SAWGUT LINE _ - 14181 W. LUGONIA AVENUE (1300) 422-4133 1400 E. PHILLIPS BLVD. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, 5' 0.5' 5O CONST. RES. D/W APPROACH PER CITY STD. DWG NO. 1002 . 5. P.G.G. DRIVEWAY APPROACH 260 S.F. RELDANDS, GA x23"14 ANAHEIM, GA 412801 ONTARIO, GA 411-166 BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY ENGINEER. © F.-- 0 (41041) 335-1541 (114) 666-5500 (500) 422-4133 55. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS 0 INSTRUCT 4.5" MIN. A.G. PAVING OVER 12" MIN. COMPACTED SUEIGRADE (95915). b. A.G. PAVEMENT 58 TONS EMERGENCIES: (800) 421-2200 VARfi:S1.1 • I/4":I' Q P'AGIFIG SELL CO. FONTANA WATER COMPANY AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. .,-• I` GOLD PLANE AND CONSTRUCT VARIABLE (MIN. 0.1') THICKNESS A.G. PAVEMENT. 'f. A.G. OVERLAY 230 S.F. >a3a E. GORONA5O STREET ATTN: MICHAEL J. Mc6RAW ©------------------````� © 50. CALIF. EDI50N COMPANY `/`� r 0 300 N. PEPPER AVENUE ANAHEIM, CA 412801 8440 NUEVO AVENUE 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, Q (114) 666-5461 FONTANA, CA 412235 WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. COLD PLANE (MIN. 0.1' THK.) AND PROVIDE MINIMUM 2' A.G. PAVEMENT OVERLAY. B.A.G. OVERLAY 110 S.F. RIALTO, CA 412316 CYPRESS AVENUE (41o41 (41001) 822_2201 ) 820.55418 - UNDERGROUND FAX: (41041) 523-5046 0 RECONSTRUCT A.C. PAVEMENT CENTERLINE STRIPING AS REQUIRED. 'I. CENTERLINE PVM'T MARKING 115 L.F. (gOct) 515-5100 - TRANSMISSION TVP. SECT. STA. 13+00 - 13+68 (213) 631-1253 - PIPELINES LEGAL DESCRIP: LOT I, TRACT 2114 OWNER: LORENZO CABRERA JR. PROJECT ADDRESS: 1255 CYPRESS AVENUE T.I. = 6.5 0 PROTECT IN PLACE. (41041) 351-6505 - DISTRIBUTION M.B. 31/54 I6a N. MAPLE AVENUE FONTANA, CA 412335 N.T.S. A.P.N. 0240-081-22 FONTANA, CA x2355 AD]lo, I R'S NOTESTO CONTRACTORTLf][uCONSTRUCTION OF THE REQUIRED ..LF��,. QRQFESS/0n�" THIS PLAN WAS PREPARED UNDER THE CITY OF FONTANA, CALIFORNIA PRIVATE ENG NEEE0SHOULD ♦r f. ' /� SUPERVISION OF SITE COND O S D RING.THE COURSE ASSUME TRUCTION° COMPLETE PROJECT,REFOR JOB SPONSIBILITY SAFETY J,.1 IMPROVEMENTS NOT COMMENCE WITHIN TWO U' �:w::::: ��`` ,o\ o"oMo Fti STREET IMPROVEMENT PLAN OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND �I • iaid. 0 NOT TO BE LIMITED TO NORMAL WORKING HOURS• AND THAT THE CONTRACTOR SHALL DEFEND �\ .I �•" �♦ �' G DRAWN BY: CALE: INDEMNIFY AND HOLD THE OWNER THE CIVIL ENGINEER AND THE COUNTY HARMLESS FROM ANY YEARS OF THE DATE OF APPROVAL SHOWN HEREON .I ., II in Z AND ALL LIABILNTY, REAL OR ALLEGED, IN CONNECTION MATH THE PERFORMANCE OF WORK ON .1 aft UI lis G..5 rl THIS PROJECT, EXCEPT FOR LABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR AND CARRIED FORTH IN A DILIGENT MANNER, THE UI lIL `I I: 46055 m w... 1-1,(-124- A& 1255 CYPRESS AVENUE AS SHOWN ENGINEER. DIAL (/� TWO WORKING •rn Vmrmomr AM ill CHIDI ONUMON R.G.E. 46055 DATE DESIGNED BY: DATE: TH C AND LOCATION OF ANY UNp�� ND UTILITY PIP D OR tl! * '� 265' NO 1)0,F BASE LINE AVENUE S� A WAN PUW ARE OBTNN BY A SEARCH RIA�iIAI ,eLE BEFORE 1`m.. DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE GRAPHIx EXP. T2-s,-o8 AG' 15 MAY O'f RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS YOU DIG SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY YOU DIG �� PLANS TO BRING THEM INTO CONFORMANCE WITH 6611 RAINBOW PLACE `rI' CIV1� \ 104181 DEER CANON DR CHECKED BY: APA Fri RAWINGNO.: I MEASURES TO PROTECT THE UTILAY ONES SHOWN ON THIS DRAWING. THE CONTRACTOR TOLL FREE 1-800-227-2600 REV CA g234b 9TF t7F AL F �� iC"j' t I '�7 ' N I FURTHER ASSUMES ALL LIABLITIY AND RESPONSIBILITY FOR THE UTiLt NY PIPES, CONDUITS, OR HIGHLAND, , O RANCHO CUGAMON6A CA 91131-2451 (/� STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. PH, qpq 1 bzi (41041) 483-4816 GO ` CITY GINEER R.C.E.51152 DATE N1