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Home My WebLink About4293-1GENERAL 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 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. 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 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 CITY 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 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 OF TWO 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 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 THE ROADWAY SUBGRADE. 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 ROADWAY SUBGRADE. 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. 37. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DUST CONTROL, STORMWATER RUNOFF CONTROL AND EROSION CONTROL MEASURES FOR THE PROJECT IN ACCORDANCE WITH THE SPECIFICATIONS AND CITY PERMIT REQUIREMENTS 38. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH THE APPROPRIATE UTILITY COMP FOR RELOCATION OF THE POWER POLES AND OTHER UTILITY SERVICES. "THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." BENCH MARK FWE 1 : USCGSA- STATION "PACEL" 1963.90'± ELY. OF RAILROAD TRACKS AND 28'± SLY. OF CL BASELINE. 1.1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. #364 ELEVATION 1301.54' BASIS OF BEARINGS: THE CENTERLINE OF BASELINE AVE. SHOWN AS N89°55'34"W PER TRACT MAP 13596 MB 212/ 99-105. All RECORD DRAWING CITY OF FONTANA STREET IMPROVEMENT PLANS 12111110-09 PARCEL MAP 17649 The information on this drawing is obtained from others and must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. All above ground facilities can be readily seen and verified by the parties that intend to use same. TOLL FREE "MEF" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 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 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. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. WDID No. 8 360337238 DATE I ENGR. I CITY I DATE (,too 109 1 GML U UTILITY PURVEYORS: SEWER CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA. 92335 (909) 350-6632 ELECTRICAL SOUTHERN CALIFORNIA EDISON CO. 7951 REDWOOD AVE FONTANA, CA 92335 (909)357-6581 ATTN: JAIME AMESZCULA UNDERGROUND: (909)820-5598 TRANSMISSIONS: (909)875-5100 PIPELINES: (213)657-1233 DISTRIBUTION: (909)357-6233 (800)422-4133 TELEPHONE SBC/PACIFIC BELL 3939 E. CORONADO STREET ANAHEIM, CA. 92807 (714) 666-5514 ATTN: BRIAN SNOWDEN VERIZON 16071 MOJAVE DR, BLDG. "A" VICTORVILLE, CA 92392 (760) 245-0330 ATTN: FRANK AUGUSTAIN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. OR. LOT 8 ,RROWHEAD VINEYARD ?ACT NO. 1 AB 16/69 WATER SAN GABRIEL WATER CO. 1142 GAREY AVE. EL MONTE, CA ATTENTION: JACK SWE TELEPHONE: (626) 448-6183 5 .,��'• DESCRIPTION E V..U9» RpyW p A 'N d-. 4 ° xa STREET IMPROVEMENT PLANS FOR BASELINE ROAD 4 of 7 STREET IMPROVEMENT PLANS FOR BASELINE ROAD 5 of 7 P LrM •� C STREET IMPROVEMENT PLANS FOR BAR HARBOR ROAD AND MC GUIRE AVENUE Q STREET IMPROVEMENT PLANS FOR CURB RETURNS SF MATCH EXISTING PER SECTION A -A ON SHEET 2 1►Ty,P 1(1l 55 SAWCUT 1' MIN., REMOVE, do REPLACE A.C. PAVEMENT WITH LIKE KIND 3,654 LF K REMOVE EXISTING SIDEWALK 4,320 SF 77 EXISTING POWER POLE TO BE RELOCATED BY SCE 7 EA 88 EXISTING FIRE HYDRANT TO BE RELOCATED PER SEPARATE WATER PLANS V.E`y Fag' P EA s 10 EA f alrnn P may, c•°� � RarMe µFie A. COUNTY OF SAN BERNARDINO VICINITY MAP NTS SHEET INDEX .,��'• DESCRIPTION 1 of 7 Cry Ct b 2 of 7 SECTIONS AND DETAILS 3 of 7 STREET IMPROVEMENT PLANS FOR BASELINE ROAD 4 of 7 STREET IMPROVEMENT PLANS FOR BASELINE ROAD 5 of 7 0 6 of 7 STREET IMPROVEMENT PLANS FOR BAR HARBOR ROAD AND MC GUIRE AVENUE 7 of 7 STREET IMPROVEMENT PLANS FOR CURB RETURNS SF MATCH EXISTING PER SECTION A -A ON SHEET 2 55 SAWCUT 1' MIN., REMOVE, do REPLACE A.C. PAVEMENT WITH LIKE KIND 3,654 LF K REMOVE EXISTING SIDEWALK 4,320 SF 77 EXISTING POWER POLE TO BE RELOCATED BY SCE 7 EA 88 EXISTING FIRE HYDRANT TO BE RELOCATED PER SEPARATE WATER PLANS 4 EA 99 EXISTING SIGN TO BE RELOCATED 10 EA f alrnn P LF 11 EXISTING POLE WITH STREET LIGHT TO BE RELOCATED BY SCE 2 EA 12 REMOVE EXISTING STREET TREE 20 EA 13 EXISTING UTILITY BOX TO BE RELOCATED OR ADJUSTED 11 EA 14 EXISTING METER TO BE RELOCATED 1 EA 4 17 EA 16 CONSTRUCT COMMERICAL DRIVEWAY APPROACH PER CITY STD. 1002 (MAINTAIN FULL CURB HEIGHT) 5 EA 17 CONSTRUCT ACCESS RAMPS PER APWA STANDARD DWG. NO. 111-3 CASE B TYPE 1 1 EA 18 INSTALL HANDICAP SIGN & POST PER ADA REQUIREMENTS 4 EA 19 CONSTRUCT ACCESS RAMPS PER APWA STANDARD DWG. NO. 111-3 CASE C MODIFIED 1 EA 20 CONSTRUCT STD. CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1003 4 EA f 2 EA 22 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. DETAIL NO. 3003 2 EA 23 CONSTRUCT SPANDREL/CROSS GUTTER PER CITY OF FONTANA STD. DETAIL NO. 403 1 EA 24 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. DETAIL NO. 3001 _ EA 25 TRAFFIC SIGNAL TO BE RELOCATED PER SEPARATE PLANS 4 f .a,. R. 3 EA 27 REMOVE EXISTING CATCH BASIN PER SEPARATE STORM DRAIN PLANS Bsb. RC EA 28 CONSTRUCT 8" CURB PER CITY STD. PLAN NO. 1000 1,100 LF ,s S 1 l;rnf..nrG = i 9r .r.br Rd l!F � Jf V B.pa G 9 Q _ PROJECT SITE s COUNTY OF SAN BERNARDINO VICINITY MAP NTS SHEET INDEX SHEET NO. DESCRIPTION 1 of 7 TITLE SHEET 2 of 7 SECTIONS AND DETAILS 3 of 7 STREET IMPROVEMENT PLANS FOR BASELINE ROAD 4 of 7 STREET IMPROVEMENT PLANS FOR BASELINE ROAD 5 of 7 STREET IMPROVEMENT PLANS FOR CHERRY AVENUE 6 of 7 STREET IMPROVEMENT PLANS FOR BAR HARBOR ROAD AND MC GUIRE AVENUE 7 of 7 STREET IMPROVEMENT PLANS FOR CURB RETURNS CONSTRUCTION NOTES EST. QUANTITIES CONSTRUCT 8' CURB AND GUTTER PER CITY STD. PLAN NO. 1000 1,207 LF 22 CONSTRUCT 6' SIDEWALK PER CITY STD. PLAN NO. 1006 19,200 SF I& CONSTRUCT 8" PCC WITH COMPACTED AGGREGATE BASE PER BUS BAY CITY STD. 2,167 SF DWG. 1005 (SEE GENERAL NOTES 31 AND 32) 4� COLD PLANE 0.10' DEEP AND CONSTRUCT 0.10' MIN THK AC OVERLAY TO 5,706 SF MATCH EXISTING PER SECTION A -A ON SHEET 2 55 SAWCUT 1' MIN., REMOVE, do REPLACE A.C. PAVEMENT WITH LIKE KIND 3,654 LF K REMOVE EXISTING SIDEWALK 4,320 SF 77 EXISTING POWER POLE TO BE RELOCATED BY SCE 7 EA 88 EXISTING FIRE HYDRANT TO BE RELOCATED PER SEPARATE WATER PLANS 4 EA 99 EXISTING SIGN TO BE RELOCATED 10 EA aREMO10 VE EXISTING CURB AND GUTTER 1,420 LF 11 EXISTING POLE WITH STREET LIGHT TO BE RELOCATED BY SCE 2 EA 12 REMOVE EXISTING STREET TREE 20 EA 13 EXISTING UTILITY BOX TO BE RELOCATED OR ADJUSTED 11 EA 14 EXISTING METER TO BE RELOCATED 1 EA 15 PROTECT IN PLACE 17 EA 16 CONSTRUCT COMMERICAL DRIVEWAY APPROACH PER CITY STD. 1002 (MAINTAIN FULL CURB HEIGHT) 5 EA 17 CONSTRUCT ACCESS RAMPS PER APWA STANDARD DWG. NO. 111-3 CASE B TYPE 1 1 EA 18 INSTALL HANDICAP SIGN & POST PER ADA REQUIREMENTS 4 EA 19 CONSTRUCT ACCESS RAMPS PER APWA STANDARD DWG. NO. 111-3 CASE C MODIFIED 1 EA 20 CONSTRUCT STD. CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1003 4 EA 21 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. DETAIL NO. 3004 2 EA 22 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. DETAIL NO. 3003 2 EA 23 CONSTRUCT SPANDREL/CROSS GUTTER PER CITY OF FONTANA STD. DETAIL NO. 403 1 EA 24 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. DETAIL NO. 3001 1 EA 25 TRAFFIC SIGNAL TO BE RELOCATED PER SEPARATE PLANS 4 EA WEXIS26 TING STREET LIGHT TO BE RELOCATED PER SEPARATE LIGHTING PLANS 3 EA 27 REMOVE EXISTING CATCH BASIN PER SEPARATE STORM DRAIN PLANS 2 EA 28 CONSTRUCT 8" CURB PER CITY STD. PLAN NO. 1000 1,100 LF LEGEND: CF CURB FACE GAS HP HIGH POINT PCC PAVEMENT SOUTHERN CALIFORNIA GAS COMPANY TC TOP OF CURB ELEVATION j/ EXISTING AC PAVEMENT REMOVAL 1981 W LUGONIA AVE FS FINISHED SURFACE ELEVATION REDLANDS, CA 92374-9720 ATTN: MIKE FISHER FL FLOW UNE ELEVATION COLD PLANE/AC OVERLAY (909) 335-7734 Q1 GB GRADE BREAK EMERGENCIES: (800) 427-2200 1 OC ON CURB SHEET MATCH LINE QPOFESS�O�, BC BEGIN CURVE �q pjTHFh - - EC END OF CURVE RIGHT-OF-WAY/TRACT BOUNDARY CABLE CO. co PRC POINT OF REVERSE CURVE �L �� EXISTING EDGE OF PAVEMENT ADELPHIA (CABLE TV) No. 62794 z z 1500 AUTO CENTER DRIVE u' (D Exp" 1�� "' PCC POINT OF COMPOUND CURVE ONTARIO, CA 91761 *' TCE TEMPORARY CONSTRUCTION EASEMENT L -� FUTURE GRADE/GRADIENT (909) 975-3341 s� �,�� i�6 OF CA" \o CL CENTERLINE ATTN: LERONE HEARN -- EP EDGE OF PAVEMENT 4QM�' - • �yrt'y'� XXX EXISTING SPOT ELEVATION SEAL -ENGINEER /QROf ESS/ \ �Qtyo pStt� �cn r Z CD cr_ No. 31681 g * Exp. 12/31/08 \lFVIV � ICA 00 r B1 & kbreman, Inc. CITY OF FONTANA, CALIFORNIA Nor A Civil Engineering • Planning • Surveying • Public Works STREET IMPROVEMENT PLANS 9130 Anaheim PI. Ste. 120 • Rancho Cucamonga, CA 91730 •909-919-7800 DRAWN BY: PREPARED UNDER THE SUPERVISION OF: MT DESIGNED BY: MA rtll� e -/2&/C)7 CHECKED BY: 316 81 DA IL MA PM 17649 TITLE SHEET i APPROVED BY: CITY ENGINEER R.C.E. 51152 DATE: SCAff- 'AS SHOWN DATE: APRIL 2007 DRAWING NO.: 4293 1 7 o+ a -P LO N N 0 0 LU w V) 0 0- o o '3;, C 0 i O o� �E io to(0 to (0 N n O rn cn jo �o � N N 0 N N i C m� E - zm a c0 o0 im J