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HomeMy WebLinkAbout5472-19 I I r'"I PROJECT OWNER PROJECT OWNER: 0 KAY B. THOMPSON M W AND K LIVING TR DT FIEDLER GROUP (213) 201-2524 (213) 381-7891 3781 TELEGRAPH ROAD N VENTURA, CA 93003 � 1 0 FP 1.2 RELOCATE STREET LIGHT 1 EA. INV RELOCATE TRAFFIC SIGNAL PER TRAFFIC NG 7E SIGNAL PLAN w 1.4 U 1 EA. N REMOVE POWER POLE AND PULL BOX 2 TG (PP#2216935E) r'"I PROJECT OWNER PROJECT OWNER: APPLICANT: KAY B. THOMPSON JIM DETWEILER W AND K LIVING TR DT FIEDLER GROUP (213) 201-2524 (213) 381-7891 3781 TELEGRAPH ROAD 299 N. EUCLID AVE. STE. 550 VENTURA, CA 93003 PASADENA, CA 91101 BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF VALLEY BOULEVARD BEING NORTH 89°23'47" EAST AS SHOWN ON PARCEL MAP NO. 14518 RECORDED IN BOOK 186, PAGES 79 THROUGH 82 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK CITY OF FONTANA BENCHMARK# 12 CITRUS & ROSEMARY "X" WEST END SWCR ELEVATION = 1116.95 (DATUM) FLOOD STATEMENT . I BY GRAPHIC PLOTTING ONLY, SUBJECT PROPERTY LIES WITHIN A SHADED FEMA FLOOD ZONE'X', DEFINED AS "AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. AS NOTED ON FEMA FLOOD INSURANCE RATE MAP NUMBER 06071C8654H, EFFECTIVE ON AUGUST 28, 2008. CONSTRUCTION NOTES ^( # ) NOTE QUANTITY 1.0 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 1,090 S.F. ELEV. WITH GRIND AND OVERLAY PER DETAIL "A" EXIST. 1.1 REMOVE EXISTING CONCRETE CURB AND 360 L.F. FG GUTTER FP 1.2 RELOCATE STREET LIGHT 1 EA. INV RELOCATE TRAFFIC SIGNAL PER TRAFFIC NG 1.3 SIGNAL PLAN 2 EA. 1.4 RELOCATE WATER METER 1 EA. 1.5 REMOVE POWER POLE AND PULL BOX 1 EA. TG (PP#2216935E) TOP r 1.6' RELOCATE NEWSPAPER STAND 2 EA. 1.7 RELOCATE TRAFFIC SIGNAL PULL BOX PER 5 EA. WESTERLY TRAFFIC SIGNAL PLAN VAULT 1.8 REMOVE EXISTING CONCRETE DRIVEWAY 2 EA. 1.9 REMOVE EXISTING CONCRETE SIDEWALK 1,615 S.F. 1.10 REMOVE EXISTING MONUMENT SIGN 1 EA. 1.11 RELOCATE EXISTING BACK FLOW DEVICE 1 EA. 1.12 REMOVE EXISTING A.C. PAVEMENT 2,674 S.F. 1.13 REMOVE EXISTING ACCESS RAMP 1 EA. 1.14 REMOVE PORTION OF EXISTING CMU WALL 11 L.F. r1,15 RELOCATE EXISTING ELECTRICAL TRANSFORMER 1 EA. 1.16 RELOCATE EXISTING SEWER CLEAN OUT 1 EA. 1.17 EXISTING SEWER LINE 1.18 EXISTING FIRE HYDRANT 1.19 EXISTING WATER LINE 1.20 CONSTRUCT CONCRETE 8" CURB AND GUTTER 253 L.F. PER CITY OF FONTANA STD. PLAN NO. 1000 1.21 CONSTRUCT MIN. 6.5" PAVEMENT OVER 12" OF 3,485 S.F./ 95% COMPACTED NATIVE SUBGRADE PER CITY 1.8 TONS OF FONTANA STD. PLAN NO. 401. 1.22 CONSTRUCT CONCRETE DRIVEWAY PER CITY OF 2 EA. FONTANA STD. PLAN NO. 1002 r •' 1.23 CONSTRUCT CURB RETURN ACCESS RAMP PER 1 EA. CITY OF FONTANA STD. PLAN NO. 1003 1.24 CONSTRUCT UNDER SIDEWALK DRAIN (SIZE 3) 22 L.F. PER CITY OF FONTANA STD. PLAN NO. 3001 1.25 CONSTRUCT CONCRETE SIDEWALK PER CITY OF 3,483 S.F. FONTANA STD. PLAN NO. 1006 1.26 PROPOSED 1 1/2" WATER METER PER SAN 1 EA. GABRIEL WATER COMPANY STD. DETAIL 3-B (SEPARATE PERMIT) 1.27 PROPOSED TRAFFIC SIGNAL LOCATION PER 1 EA. TRAFFIC SIGNAL PLAN 1.28 PROPOSED FIRE LINE (SEPARATE PERMIT) 1 291 PROPOSED STREET LIGHT LOCATION; 22,000 1 EA. LUMEN HPSV (200 WATT; #20) (CASE 1) PER CITY STD. 404 1.30 PROPOSED LANDSCAPE (SEPARATE PERMIT) 1.31 EXISTING AREA TO BE SCARIFY 1.32 EXISTING STREET LIGHT (PROTECT IN PLACE) 1.33 EXISTING YARD LIGHT TO BE REMOVED 1 EA. STREET IMPROVEMENT PLANS FOR LEGAL DESCRIPTION REAL PROPERTY IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 1: THE NORTH 137 FEET OF THE EAST 115 FEET OF FARM LOT 825 ACCORDING TO MAP SHOWING SUBDIVISION OF LANDS BELONGING TO THE SEMI -TROPIC LAND AND WATER COMPANY, AS PER MAP RECORDED IN BOOK 11 OF MAPS, PAGE 12, RECORDS OF SAID COUNTY. AREAS AND DISTANCES COMPUTED TO STREET CENTERS. A.P.N.:0235-221-10 PARCEL 2: THE WEST 100 FEET OF THE EAST 215 FEET OF THE NORTH 212 FEET OF THE EAST 1/2 OF THE EAST 10 ACRES OF FARM LOT 825, ACCORDING TO MAP SHOWING SUBDIVISION OF LANDS BELONGING TO THE SEMI -TROPIC LAND AND WATER COMPANY, AS PER MAP RECORDED IN BOOK 11 OF MAPS, PAGE 12, RECORDS OF SAID COUNTY, EXCEPTING THEREFROM THE SOUTH 75 FEET TO THE EAST 80 FEET. AREAS AND DISTANCES COMPUTED TO STREET CENTERS. A.P.N.:0235-221-22 PARCEL 3: THE SOUTH 100 FEET OF THE NORTH 237 FEET OF THE EAST 195 FEET OF FARM LOT 825, ACCORDING TO MAP OF SEMI -TROPIC LAND AND WATER COMPANY SUBDIVISION, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER PLAT RECORDED IN BOOK 11 OF MAPS, PAGE 12, RECORDS OF SAID COUNTY. EXCEPTING THEREFROM THAT PORTION OF THE EASTERLY 14 FEET EXCLUSIVE OF STREETS, AS GRANTED TO THE STATE OF CALIFORNIA BY DEED RECORDED JUNE 27, 1958, IN BOOK 4541, PAGE 58, OFFICIAL RECORDS. A. P.N .: 0235-221-41-0-000 [-LEGEND AC ASPHALTIC CONCRETE CB CATCH BASIN CF CURB FACE ELEV. ELEVATION EXIST. EXISTING FL FLOW LINE FG FINISHED GRADE (GROUND) FP FINISHED PAVEMENT FS FINISHED SURFACE INV INVERT NG NATURAL GROUND (UNDISTURBED) PROP. PROPOSED S'LY SOUTHERLY TB TOP OF A.C. BERM TC TOP OF CURB TG TOP OF GRATE TOP TOP OF SLOPE TOE TOE OF SLOPE TOW TOP OF WALL W'LY WESTERLY VLT VAULT © POWER POLE (PP) Z GAS VALVE ® WATER VALVE O WATER METER O SEWER CLEAN OUT FIRE HYDRANT YARD LIGHT - SS - SANITARY SEWER LINE TELEPHONE LINE T - GAS LINE G - -W- WATER LINE ELECTRICAL LINE E - - SD - STORM DRAIN _,CT_ ROAD SIGN D TRAFFIC SIGNAL ® TRAFFIC SIGNAL PULL BOX STREET LIGHT PULL BOX BLOCK WALL =mmr=3mm[- o CHAIN LINK FENCE (CLF) a WOODEN POST FENCE (WPF) OI IRRIGATION CONTROL VALVE FIC IRRIGATION CONTROL BOX O ELECTRICAL PULL BOX ED TELEPHONE PULL BOX © CABLE TV PULL BOX TOLL FREE iomp- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION VALERO 16081 VALLEY BLVD. @ CITRUS AVE. FONTANA, CA 92335 VICINITY MAP ISHEETINDEX SHEET NO. SHEETTITLE 1 COVER SHEET 2 STREET IMPROVEMENT PLAN 3 DETAIL SHEET 4 CROSS SECTIONS 5 TRAFFIC SIGNAL PLAN 6 WORKSITE TRAFFIC CONTROL PLAN UTILITY CONTACTS THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. AT&T: (510) 645-2929 CITY OF FONTANA: (909) 350-7610 TIME WARNER CABLE: (909) 975-3398 SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7583 FONTANA WATER COMPANY: (909) 201-7333 SOUTHERN CALIFORNIA EDISON COMPANY: (909) 928-8270 INLAND EMPIRE UTILITIES AGENCY: (909) 993-1600 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESES PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. FG-ENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. 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. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. 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. 8. 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. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, 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. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES 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 PRIOR TO CONSTRUCTION SO 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 -FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. GENERAL NOTES CONTINUED 21. 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. 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 RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 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 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 SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 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 THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. SHOULD CONSTRUCTION OF THE REQUIREDPrepared Under The Supervision Of �OQROFESS/q�� IMPROVEMENTS NOT COMMENCE WITHIN TWO �����G� 0• F/"y�, YEARS OF THE DATE OF APPROVAL SHOWN HEREON Q <� DRAWN BY: AND CARRIED FORTH IN A DILIGENT MANNER, THE a No. C-38123 IM CITY ENGINEER MAY REQUIRE REVISIONS TO THE '� DESIGNED BY: PLANS TO BRING THEM INTO CONFORMANCE WITH c►v1�- P - Date :¢-ge-/(, IM OF Date CHECKED Y: STANDARDS IN EFFECT. PATRICK 0. FIEDLER R.C.E. 38123 py AMEN `fiedlergrou• Architecture & Engineering 299 N. Euclid Ave., Ste 550 Pasadena, CA 91101 (213) 381-7891 fiedlergroup.com CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS 16081 VALLEY BLVD. SCALE: AND As Noted DATE: CI RUS AVE. 04-07-15 E Y (/ DRAWING NO.: 1 ITY c1tiFF R DATE. 11 -gig �G 5472