The URL can be used to link to this page

Home My WebLink About4937-1OWNER - DEVELOPER J D FONTLEE, LLC ATTN: Ms TRACEY RASZEWSKI 3185 AIRWAY AVENUE, SUITE F-2 COSTA MESA, CA 92626-4619 OFFICE: (714) 210-8850 EXT 31 FAX: (714) 210-8855 CELL: (949) 412-2807 LEGAL DESCRIPTION PORTION OF TRACT NO. 16658, RECORDED IN BOOK 333 OF MAPS, PAGES 26-29 INCLUSIVE, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA. BASIS OF BEARINGS: BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF RANDALL AVENUE PER TRACT NO. 4028, BEING N.89 °29'08"E. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCT- ION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY OF FONTANA, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. LEGEND TC PACIFIC BELL CO. TOP OF CURB ATTN: VIRGINIA BECKER FONTANA, CA 92335 FL (909) 350-6632 FLOWLINE SF (714) 666-5467 FS UNDERGROUND SERVICE ALERT FINISH SURFACE (800) 227-2600 1981 W. LUGONIA AVE. EP REDLANDS, CA. 92374 EDGE OF PAVEMENT (909) 335-7547 ATTN: JACK HAYES BC 1205 DUPONT AVE. BEGIN CURVE ONTARIO, CA 91761 SOUTHERN CALIFORNIA EDISON COMPANY EC 300 N. PEPPER STREET END UOFEWAY RIALTO, CA 92376 GENERAL TELEPHONE CO. R/W ATTN: STEVE HOCK RIGHT 1400 E. PHILLIPS BLVD. (213) 637-1233 -- PIPELINES ONTARIO, CA 91766 SF CONCRETE CRAWFORD CANYON MUTUAL WATER CO. 48 ATTN: BILL VANDERKIEFT, JR. FONTANA WATER COMPANY (619) 868-6040 SITE 15966 ARROW ROUTE LIES WEST OF THE EAST R/W LINE OF LIME AVENUE. RANDALL AVENUE (909) 822-2201 CONST. UNDERSIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 3001, S=2'-0". FAX (909) 823-5046 LF CONST. 4" PCC SPILLWAY AS SHOWN ON PLAN TO MATCH UP TO EXIST. 12 STRUCTURE AT R/W OF LIME AVENUE ON THE EAST AND PROPOSED 868 SF w Lu INSTALL TYPE L-1 YELLOW OBJECT MARKER (OM2 -2V) PER Q z w CALIF. MUCTD FIG. 3C-1 (CA) . 3 Q Q w 3 Q o J a cn cn Lliv Lu w o �Q�P SAN BERNARDINO AVENUE SAN BERNARDINO 10 VICINITY MAP NTS S . D .ENGINEERING AND ASSOCIATES LAND PLANNING AND CIVIL ENGINEERING 242 E. AIRPORT DRIVE, SUITE 212 - SAN BERNARDINO, CALIF. 92408 PHONE (909) 884-7090 FAX (909) 884-0124 � Up� 9-.-,L 6-44' 411--- 311s I%z SURESH DODDIAH R.C.E. 36361 DATE FREEWAY STREET IMPROVEMENT PI ANS PORTION OF TRACT N0. 16658 REVISION TO PLANS RANDALL F� �J INDEX MAP SCALE 1"=60' UTILITY NOTIFICATIONS u&m I vAll I L_L_` `rum R/W C/L R/W 2B' 32' 8' 20' 10' 22' 12' 8' 3.5'± 8.5' I 3: w D ' O H 3 u J V ARIES SLOPE o I1� 2/0 EXIST. IMPROVEMENTS TYPICAL SECTION LIME AVENUE NTS R/W C/L 1 32' 1 32' 0.51 5' , 6.5', 20' 1 20' � � oa- o ti _ _ LEVELI LINE GRAPHIC SCALE 1"=60' 60 0 60 120 180 CITY OF FONTANA PACIFIC BELL CO. 8353 SIERRA AVENUE ATTN: VIRGINIA BECKER FONTANA, CA 92335 3939 E. CORONADO STREET (909) 350-6632 ANAHEIM, CA 92807 SF (714) 666-5467 SOUTHERN CALIFORNIA GAS COMPANY UNDERGROUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 227-2600 1981 W. LUGONIA AVE. 1,195 REDLANDS, CA. 92374 COMCAST (CABLE TV) (909) 335-7547 ATTN: JACK HAYES EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. CONST. 6" PCC CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000. ONTARIO, CA 91761 SOUTHERN CALIFORNIA EDISON COMPANY (909) 390-4738 300 N. PEPPER STREET 2,480 RIALTO, CA 92376 GENERAL TELEPHONE CO. (909) 820-5598 -- UNDERGROUND ATTN: STEVE HOCK (909) 875-5100 -- TRANSMISSION 1400 E. PHILLIPS BLVD. (213) 637-1233 -- PIPELINES ONTARIO, CA 91766 SF (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. 48 ATTN: BILL VANDERKIEFT, JR. FONTANA WATER COMPANY (619) 868-6040 ATTN: ROBERT YOUNG 15966 ARROW ROUTE LIES WEST OF THE EAST R/W LINE OF LIME AVENUE. FONTANA, CA 92235 SF (909) 822-2201 CONST. UNDERSIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 3001, S=2'-0". FAX (909) 823-5046 QRp� ESSIO/V) Ab� Tr qx Dp A� Q3 NO. 36361 m a EXP. 6-30-12 A DIAL TWO WORKING BEFORE DAYS BEFORE sT CIVIL �ti4' YOU DIG YOU DIG 9TOLL FREE 1-800-227-2600 £ 17F C A A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION mmm TYPICAL SECTION FONTLEE LANE NTS R/W 6.5', 5' J 0.5' CONSTRUCTION NOTES AND QUANTITIES ITEM DESCRIPTION QUANTITY UNIT O CONST. 4" MIN. AC OVER 12" MIN. 95% COMPACTED NATIVE SUBGRADE. 4,430 SF O SAWCUT EXIST. AC PAVEMENT. 372 LF O REMOVE EXIST. AC PAVEMENT. 1,195 SF ® COLD PLANE AND OVERLAY (MIN. 0.1') TO CROWN LINE. 2,975 SF O CONST. 6" PCC CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000. 340 LF O CONST. 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006, S=6'-0". 2,480 SF O CONST. CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003. 2 EA ® CONST. PCC CROSS GUTTER PER CITY OF FONTANA STD. NO. 403, W=8'. 800 SF O9 CONST. 6" AC DIKE PER CITY OF FONTANA STD. NO. 1007. 48 LF AND REMOVE EXIST. PCC SPILLWAY AND UNDERSIDEWALK DRAIN THAT OSAWCUT 10 LIES WEST OF THE EAST R/W LINE OF LIME AVENUE. 482 SF 11 CONST. UNDERSIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 3001, S=2'-0". 31 LF CONST. 4" PCC SPILLWAY AS SHOWN ON PLAN TO MATCH UP TO EXIST. 12 STRUCTURE AT R/W OF LIME AVENUE ON THE EAST AND PROPOSED 868 SF BACK OF CURB ADJACENT SIDEWALK ON THE WEST. INSTALL TYPE L-1 YELLOW OBJECT MARKER (OM2 -2V) PER 13 O CALIF. MUCTD FIG. 3C-1 (CA) . 3 EA 14 PROTECT EXIST. POWER POLE IN PLACE 3 EA GENERAL NOTES 1. ALL WORK SHALL BE DONE 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 DOCUMENT 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. B. 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 SEPERATE PERMIT FOR THAT PURPOSE. 10. THE LOCATION 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 THE 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 GE 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 BENCH MARKS, 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 LANES 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. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROERTY 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 ON 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. 2B. 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 SOIL 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 REQUIRED IMPROVEMENTS NOT IBENCH MARK: CSFB 4015 / 989 I PREPARED UNDER THE SUPERVISION OF: COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL BEING A DRIVE PIN W / S.B. COUNTY SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, SURVEYOR'S TAG IN THE TOP OF THE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS CURB, WEST RETURN, NORTHWEST DRAWN BY: TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CORNER OF RANDALL AVE. AND EB STANDARDS IN EFFECT. POPLAR AVE. DESIGNED BY: ELEV . = 1163.716 EB DATE: `%�, CHECKED BY: SD CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS TRACT N0. 16658 LIME AVENUE & PORTION FONTLEE LANE CITY SCALE: AS SHOWN DATE: 3/ 15/2012 DRAWING N0: 1 T7 3 7 3