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HomeMy WebLinkAbout3520-1S ,TREET IMPROVEMENT VEMENT NO TES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE 0 CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK-). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS 02 OTHERWISE NOTED. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL 11 TR. NO. 16232 C) P T RAW 30' 12' 18' 1 30' COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. UNIT O1 4. CURVE DATA REFERS TO THE FACE OF CURB. SF 2O 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. LF 3Q 6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. LF 5O 7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, SF © CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION EA 07 CONSTRUCT CROSS GUTTER (W=8) PER CITY OF FONTANA STD. 104 AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE SF ® SAWCUT AND REMOVE EXISTING A.C. PAVEMENT, REPLACE WITH PROPOSED A.C. PAVEMENT, AND FEATHER TO MEET EXISTING GRADE PER LAP JOINT DETAIL SHOWN ON SHT 2 THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING SF 09 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, CASE PER PLAN. SHOWN ON SHEET 2 DAYS BEFORE EXCAVATION. EA 10 8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE LF 11 REMOVE EXISTING CURB AND GUTTER PAVING CONTRACTOR UPON COMPLETION OF PAVING. LF 12 9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT EA Q REMOVE EXISTING A.C. PAVEMENT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, SF DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING / CONCRETE. 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 16. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. UTILITY CONTACTS 19. 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. ELECTRICITY 20. IT SHALL BE THE RESPONSIBILITY OF THE 'CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER SOUTHERN CALIFORNIA EDISON CO. / TRAFFIC CONTROL AT ALL TIMES. 300 N. PEPPER AVE. �� 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE w7 RIALTO, CA 92376 VC REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED UNDERGROUND: (909) 357-6233 DENSITY IS OBTAINED. TRANSMISSIONS: (909) 875-5100 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. PIPELINES: (213) 657-1233 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR DISTRIBUTION: (909) 357-6233 TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GAS PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. SOUTHERN CALIFORNIA GAS CO. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET 1981 LU GONIA AVE. IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY REDLANDS, CA. 92374 to NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. ATTN: JOHN OATES 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS EMERGENCIES: (800) 427-2200 �■ WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT WATER - TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. WEST SAN BERN ARDIN 0 COUNTY SURVEY THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. WATER DISTRICT .MONUMENTS CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO 855 WEST BASELINE, P.O. BOX 920 ,j,HE MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. RIALTO, CALIFORNIA 92377-0920 (909) 875-1804 27.• PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. PACIFIC BELL 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS 4025 LA PALMA STREET V SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR ANAHEIM, CA. 92807 TR. NO. 16232 C) P T RAW 30' 12' 18' 1 12' 60' SHORT RESIDENTIAL L N.T.S. SEA JADE LANE - STA. 10+77.96 - 14+49.96 MAYBERRY SYREET - STA. 18+33.19 - 22+10.54 GRAPEvnE COURT - STA. 10+00.00 15+11.37 RILE LILY WAY - STA. 9+45.65 - 16+47.73 HARDY PECAN COURT - STA. 10+00.00 - 15+38.09 T.I = 5.5 R/W32, 32. R/W 12' 20' 1 20' 12' 1 � 0.5� 5' I �� F► 5 -moi I�0=5 6' RESIDENTIAL N.T.S. NUTTAIL OAK WAY - STA. 11+46.31 - 13+01.23 SEA JADE LANE - STA. 14+49.96 - 15+90.99 RAINTREE LANE - STA. 15+90.99 - 20+28.41 MAYBERRY STREET - STA. 10+00.00 - 18+33.19 TORREYPINE STREET -STA. 10+00.00 - 13+71.06 T.I = 5.5 CONSTRUCTION NOTES & QUANTITY T111.1A NO. 30' 18' UNIT O1 CONSTRUCT 4" MIN. A.C. OVER 95% COMPACTED NATIVE SOIL(A.C. 3,968 TONS) 12' 60' SHORT RESIDENTIAL L N.T.S. SEA JADE LANE - STA. 10+77.96 - 14+49.96 MAYBERRY SYREET - STA. 18+33.19 - 22+10.54 GRAPEvnE COURT - STA. 10+00.00 15+11.37 RILE LILY WAY - STA. 9+45.65 - 16+47.73 HARDY PECAN COURT - STA. 10+00.00 - 15+38.09 T.I = 5.5 R/W32, 32. R/W 12' 20' 1 20' 12' 1 � 0.5� 5' I �� F► 5 -moi I�0=5 6' RESIDENTIAL N.T.S. NUTTAIL OAK WAY - STA. 11+46.31 - 13+01.23 SEA JADE LANE - STA. 14+49.96 - 15+90.99 RAINTREE LANE - STA. 15+90.99 - 20+28.41 MAYBERRY STREET - STA. 10+00.00 - 18+33.19 TORREYPINE STREET -STA. 10+00.00 - 13+71.06 T.I = 5.5 CONSTRUCTION NOTES & QUANTITY T111.1A NO. ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT O1 CONSTRUCT 4" MIN. A.C. OVER 95% COMPACTED NATIVE SOIL(A.C. 3,968 TONS) 160,320 SF 2O CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. 1003 8,563 LF 3Q INSTALL BARRICADE PER CITY OF FONTANA STD. 118 40 LF 5O CONSTRUCT CONCRETE SIDEWALK (W=5) PER CITY OF FONTANA STD. 1015 42,815 SF © CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006 12 EA 07 CONSTRUCT CROSS GUTTER (W=8) PER CITY OF FONTANA STD. 104 784 SF ® SAWCUT AND REMOVE EXISTING A.C. PAVEMENT, REPLACE WITH PROPOSED A.C. PAVEMENT, AND FEATHER TO MEET EXISTING GRADE PER LAP JOINT DETAIL SHOWN ON SHT 2 309 SF 09 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, CASE PER PLAN. SHOWN ON SHEET 2 10 EA 10 REMOVE EXISTING BARRICADE 40 LF 11 REMOVE EXISTING CURB AND GUTTER 45 LF 12 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. 1005 107 EA Q REMOVE EXISTING A.C. PAVEMENT 150 SF APPROVAL UPON COMPLETION OF ROUGH GRADING. (714) 237-6146 '`' y 0 zi / y 0 y y ' " " " E 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A ATTN: DELIA LERM A NO T►CE TO CONTRACTOR C TOR o MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND �''■ SEWER ^ u,� 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN EMERGENCY VEHICLES.CITY OF FONTANA It110 I APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE 8353 SIERRA AVENUE t' THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, SEPARATE PERMIT FOR THAT PURPOSE. P.O. BOX 518 AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER FONTANA, CA 92335 '� 3 3`s MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE LATERAL. (909) 350,-6632 AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ATTN: CARLOS N AVARRO 5 4- 2. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ADEQUATE WATERING, AT ALL TIMES.COMCAST CABLEVISION,` - ALERT (PHONE: 1-800-227-2600) 48 HOURS IN ADVANCE OF ANY Z 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES 12 11 10 9 8 7 6 EXCAVATION FOR THE MARK -OUT OF THE LOCATION OF UTILITIES AND 1205 DUPONT AVE _ -• - --- - �.. _ NOTIFICATION OF COMMENCEMENT OF WORK. - DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY ONTARIO, CA 91761115 TRAFFIC ENGINEER. /� 3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING U UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO (909) 390-4738f PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. NOTIFY 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, CONTACT. JACK HAYES pFESSt THE ENGINEER OF WORK IF ANY DISCREPANCIES IN UTILITY LINE AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. ..µ QUO SEW C. glFy LOCAT I ONS ARE FOUND. 35. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES l� y� c�N 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE PER HOUR. TRA C T O, �, DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION co fln ALD36. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY No. 63494 �, of NEW WORK. 16074 Exp. Sept. 30, 2008 R c N 1 \ MATTHEW C. HICKS 5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. - RCE NO. 63494 EXP . 09-30-08 THE UTILITY L I NES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT T_ i CIVIC P��� OF RECORD OR NOT SHOWN ON THESE PLANS. INDEX IMP FOF CALIFO DATE: `> • 1.5- � cQ a LEGEND SCALE 1" = 100' N a:�- STOP SIGN FS - FINISHED SURFACE BVC - BEGIN OF VERTICAL CURVE SHEET ► ®E/a H TD - TOP OF DIKE EVC - END OF VERTICAL CURVE # PROP. A.C. PAVEMENT SHT. 1 GENERAL NOTES, VICINITY MAP AND INDEX MAP, TYPICAL SECTIONS �, �- STREET NAME SIGN GN a SAN BERNARDINO FWY (10) TC - TOP OF CURB MOVC - MIDDLE OF VERTICAL CURVE w BENCH MARK: o STREET LIGHT V I F - VERIFY IN FIELD PRVC - POINT OF REVERSE EXIST A.C. PAVEMENT TO BE STREET 1 ASPRO V E i ERT PLANS LOCATION PER PLAN SAWCUT-AND REMOVED. EL = 1077.40 GB - GRADE BREAK VERTICAL CURVE 0 TREE CF CURB FACE BCR - BEGIN OF CURB RETURN THEN REPLACED PER LAP JOINT, SHT. 2 DETAILS CHISELED BOX IN EASTERLY TOP CURB, DETAIL SHOWN ON SHEET 2SHT. 3 MAYBERRY STREET TAMARIND AVE. 60' SOUTH OF TAMARIND _ _ _ OC - ON CURB ECR -END OF CURB RETURN > TRACT BOUNDARY SHT. 4 MAYBERRY STREET R AVENUE R BC BEGIN CURVE / LIMITED USE AREA PER CITY SLOVE CT., 500 SOUTH ❑F SL❑VE / O ��NERI®EYEL ®PER FL - FLOW LINE / SHT. 5 TORREYPINE AVE. - / OF FONTANA STD. 140 V FIRE HYDRANT � EC END CURVE N� EG EXISTING GRADE MOC - MIDDLE OF CURVE EMPIRE LAND, LLC SHT. 6 NILE LILY WAY BASIS OF BEARINGS: (EOP ) - EXISTING EDGE PRC - POINT OF REVERSE CURVE t.-, ..;; : 3536 CON COU RS ST., SUITE 300 SHT . 7 SEA JADE LANE PROJE T OF PAVEMENT PCC - POINT OF COMPOUND CURVE PROP. CONCRETE SIDEWALK ONTARIO, CA 91764- 5592 SHT. 8 RAINTREE LANE & NUTTAIL OAK WAY SITE THE BEARINGS SHOWN HEREON ARE BASED ON r PVI - POINT OF VERTICAL 909 987 - 7788 SHT. 9 GRAPEVINE COURT SANTA ANA AVE.,.. SANTA ANA AVE. THE CENTERLINE OF JURUPA AVENUE BEING �-� - EXISTING EDGE I ( � z NORTH 89°04'00' EAST PER TRACT NO. 16074 OF PAVEMENT INTERSECTION CONTACT: JIM MULLINS SHT. 10 HARDY PECAN COURT J z P.M.B. 278/78-92. a MAYWOOD ST. �... REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING ■ D E S 113 N ■ CONSTRUCTION NSTRUCTION CITY OF FONTANACALIFORNIA Q ✓✓� '3S, SUITE 220 U a p 3536 CONCOU. w O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Q�oF E s sroN9l ONTARIO, CALIFORNIA 91764-5592 N JURUPA AVENUE�� `,� C y 909.581.0196 FAX 909.581.0192 wwwRBF.com STREET IMPROVEMENT PLAINS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL f� y ■ ■ o 0 �Q �, z DRAWN BY: TRACT 1649rJ-Z SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , �, C O N S U LT 1 N G NTS LO 4, No.63494 M•E• DIAL ' TWO WDRK I NG THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO EXP. 9 30/06 TLE"HEET JOB NUMBER BEFORE �u.O DAYS BEFORE PREPAR U E VISION OF: DESIGNED BY: 15-100634 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s VICINITY MAP YOU DIG YOU DIG STANDARDS I N EFFECT. 19 f� 01 V IV Eos`'` A p ROVED DRAWING NO. Q TOLL FREE 1-800-227-2600 OF C pal DATE: "� / �1`' CHECKED BY: l ' Ze • Q� a NOT TO SCALE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I RECORD DRAWING 04/08 MATTHEW C, HICKS RCE NO. 63494 EXP. 09-30-06 ,,a, R.J.B. RICARDO SANDOVAL R.C.E. 51152 DATE; 3520 ��._ I