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HomeMy WebLinkAbout5262-1 STREET IMPROVEMENTJIJ /\,J,'JIsrAP4 1 Bi ; , . S LL , 1I SANueanafutM AV, ° 0234-041G8 1 t �� APN 0234-0G -34 _ z PROJECT, W _ ` &: t - .__..a - is ztt, c '.. .5.. . .„,c,,,,... CITY OF FONTANA ,.„. , ,rw „ %.% .,• , ,,, %,. . -,- - -w VALLEY 6 1D 1 r I ' :IG MILLS PxMY - Q I 10055 BANANA AVENUE -�--! _ • _T_ I , -.. I I I _ z E �:3 U , Z, rn y: z 1 Q a : i �3 Z01 I 1 I I Map© Rand McNally&Company R.L. 09-S-09 N VICINITY MAP ° ( 1 I APN 0234-06 I -1 7 _ 1 -- et ) E a Z Z I CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES* W F ` I PROPOSED I EXISTING 0 SAWCUT EXISTING PAVEMENT .700 LF GENERAL NOTES N ( m O , iI RAW PL O REMOVE EXISTING AC PAVEMENT. .1 2,200 SF I . ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE [� I f Z IL I _ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL 33 REMOVE EXISTING AC BERM 25 LF W a IL t E I - BE THE LATEST EDITION UNLESS OTHERWISE NOTED. rW 1` LL O 11 }� I co- ® REMOVE EXISTING CHAIN LINK FENCE .225 LF 2. WHEN A TECHNICAL CONFLICT I5 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO 0 r' 5O REMOVE EXISTING WROUGHT IRON FENCE. .485 LF PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER CI *II~ I Il s p I N 428 TONS AC FOR RESOLUTION. I� F V iI I I ! 0 ©INSTALL MIN. 5.5" AC OVER 12" MIN. OF 95% COMPACTED NATIVE PER CITY STD. 400 (13, 100 SF)'.' . . .485 CY BASE 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. Z IV 1 I 0 z GO TONS AC 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA'S ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. D ' _ 0 ()INSTALL MIN. 6.5" AC OVER 2" MIN. OF 95% COMPACTED NATIVE PER CITY STD. 401 (I ,550 SF)". .57 CY BASE INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC APN 0234-05 -04 i U ��1 / �o RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-761 O. Ij( // 0 ® INSTALL SIDEWALK PER CITY STD. 1006. 3, 120 SF 11 / I 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF ' 1 . `r 0 INSTALL 8" CURB # PERVIOUS GUTTER PER DETAIL, SHEET 3 N. 460 LF UNAUTHORIZED CHANGES AND USES CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. {( I 11 I 4 o I O COLD PLANE $ OVERLAY (0. 1 ' MIN.) PER DETAIL, SHEET I 3,550 SF CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR G. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES in; z O AT ALL TIMES. EXISTING / - INSTALL MAILBOX PER OWNER'S SPECIFICATIONS I EA LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO R/W © THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN I Z 'I // © INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 002 (W=AS SHOWN) . .2 EA PLANS. DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. Q IH Y. / • ®CONNECT TO EXISTING CATCH BASIN PER CITY STD. 3005 (B= 2") . IEA 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE ZI GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFt1Y OF THE STATE OF I�l ® INSTALL 12" RCP PIPE (I 350 D-LOAD) 7 LF SAWCUT * REMOVE CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. Q n I iiGQ I ®INSTALL UNDER SIDEWALK DRAIN PER CITY STD. 3001 EA GRIND O. 0' MIN. 5' EXISTING PAVEMENT 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITH OUT OBTAINING A SEPARATE PERMIT FOR THAT l I( � PURPOSE, Q REMOVE EXISTING TREE. .2 EA EXIST. PAVEMENT AND 1 OVERLAY O. O' MIN. 10. THE LOCATIONS OF THE UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE I' h """ • ' ESTIMATE IS FOR FEE PURPOSES ONLY. CONTRACTOR RESPONSIBLE FOR OWN QUANTITIES. W/TACK COAT RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND ° a " PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE SOIL ENGINEER AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT I. i SIAPPROVED BY THE CITY ENGINEER. I -800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. Il %,,f/ff///f//fes/ , .� I . THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, r.,.. ,r Z �L__ m / ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, �+ _ EXISTING PAVEMENT J NEW PAVEMENT FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR I I . b " : . O FACILITIES. u CONSTRUCTION 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. I ism EXISTING I I I j I I O N'LY R/W c ]O COLD PLANE & OVERLAY DETAIL CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. I NTS 13. CURVE DATA REFERS TO THE FACE OF CURB. © y 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. Q 60' "/ 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO I r I THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL • z _8' / 52' f STAKING DURING CONSTRUCTION. ( I , I I I G. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION f I TO THE CITY ENGINEER. Li . ! I S 6.5 / 4 / 38 / 1 7. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS. t J ` / 5 / I 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 PRIOR TO _.. _ A r SHEET 3 - 0 I CONSTRUCTION 50 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FEET LANE SHALL BE --- , ,_.... .�. SW-6 _._ MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FORRESIDENTSAND EMERGENCY VEHICLES. f' ) 2. % VARIES - -----i " -_ __--- 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL 77 ° O 20. MILES PER HOUR. 76% e'''' `• 2 26°/°-I -' `, �,_,. � - TIMES EXISTING , . a '--�� 1ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 C� I RAW © O O 0 2 I I . THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. (L - II VALLEY - BOUT.FVA$D - _ 9� TYPICAL SECTION 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE _ j VALLEY - BOULEVARD (SURVEYS NTS RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. =50' VALLEY BOULEVARD STA I 0+78.32 TO STA 1 I +66.32 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF INDEX MAP TI =9.0 - 10.5 THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACE SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. BENCH MARK: SOURCE OF SURVEY: 27. THE SEWER CONTRACTOR SHALL STAMP "5" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. SAN BERNARDINO COUNTY BENCHMARK 700-2 1 RESET I MI. E TOPOGRAPHIC SURVEY BY: EXIST. PROP. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. ALONG AT*SF RR FROM ETIWANDA AVE, 10.9 FT N OF N RAIL, ON POINT LAND SURVEYING DATED 9/2014 EAST EAST 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 3.9 FT N OF N HAND-RAIL, 6.5 POLES E OF MILEPOST 93, IN TOP 370 ALABAMA STREET, SUITE A COUNTY OF RAM RAW 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. W BRIDGE ABUTMENT OF WOOD MEAM BRIDGE. 5.7 FT BELOW REDLANDS, CALIFORNIA 92373 g CITY OF FONTANA RR TRACKS. BRASS DISK STAMPED "700-2 (RESET) 1973" PHONE: (909) 792-222 I SAN BERNARDINO 40, 31 . PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS 30' /---I 0'-fDETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING, ELEVATION= 33.721 ' SOILS ENGINEER: 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL EE RECOMMENDED TERRACON CONSULTANTS, INC. I BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 281 7 MCGAW AVENUE 28' 12'_if 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR IRVINE, CA 92614 UPON COMPLETION OF PAVING. BASIS OF BEARINGS: PROJECT NO.: GO 145074 I I 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC THE CENTERLINE OF BANANA AVENUE BEING NOO°08'06"E DATED: I O/16/2014 5' CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 6.5' r 5' 0.5' 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE . . - �I SW=5' SATISFACTION OF THE CITY ENGINEER. U 22% 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS ``e I TO THE CITY ENGINEER. VARIES -a-. __ 0.53%;% I - .I PRIVATE ENGINEER'S NOTE TO CONTRACTOR _ 0 O "% THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS �� C O I O © ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING 0 UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES PAVING LEGEND TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. AC PAVING TYPICAL SECTION NTS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING BANANA AVENUE THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFtlY OF ALL PERSONS AND PROPERTY; THAT THIS +49.93 STA 16+2 .32 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE STA COLD PLANE # OVERLAY T TO S CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER -9 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ASP#14 -941 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CuP# ,'„4 - 0310 ��� REMOVAL PREPARED FOR: p ` O REV. REwsON DEscRlPnoN DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Q9..Of ssio,vy7 CITY OF FONTANA, CALIFORNIA SWIFT TRANSPORTATION DU COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL r-A • land planning MELVIN W./�► • civil engineering c-, STREET IMPROVEMENT PLANS a CO.� INC 1- THATCHER, III Z PCC PAVING `� SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, • landscape architecture n No. 39964 DRAYM BY: TITLE SHEET SCALE: ATTN: GARY WEINBERGER, VP FACILITIES I^ t phone 909.748.7777 , I� PF 1 0055 BANANA AVENUE AS SHOWN 2200 SOUTH 75TH STREET DIAL , TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TOfax 909 748.7776 `P ' In5 * DESIGNED BY: LEY BOULEVAR�J$ BANANA AVENUE DATE: PHOENIX, AX 85043 BEFORE I DAYOUBDPGRE thatcher engineering & associates, inc. 9r CIVIL �,r PF/MWT /' 5/26/I 5 EXISTING PCC PAVING YOU DIG \ �, / BRING THEM INTO CONFORMANCE WITH CONDITIONS AND asi fortl street. salte Eos.retllanas, ca 92373 F 0 / �I BY: 77 ` PHONE: (623) 907 7558 TOLLFREE 800-227-260o V CHECKED BY: /� /I DRAWING NO.: I A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. MVVT ' Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2015 I c' F. EE' R.C.E. 51152 5262 G 562I2K1