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Home My WebLink About3523-1STREET IMPRO VELI ENT 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. 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 COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. CURVE DATA REFERS TO THE FACE OF CURB. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 7. 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. 8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 9. 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. 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. 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. 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 21. 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. 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 23.- 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. 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 CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, 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. 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. 28. 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. 29. 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 CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 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. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 36. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. VICINITY MAP NOT TO SCALE C y ey CDz No. 63494 = Exp. Sept. 30, 2008 CIV11. OF UTILITY CONTACTS ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. 300 N. PEPPER AVE. RIALTO, CA 92376 UNDERGROUND: (909) 357-6233 TRANSMISSIONS: (909) 875-5100 PIPELINES: (213) 657-1233 DISTRIBUTION: (909) 357-6233 GAS SOUTHERN CALIFORNIA GAS CO. 1981 LUGONIA AVE. REDLANDS, CA. 92374 ATTN: JOHN OATES EMERGENCIES: (800) 427-2200 WATER WEST SAN BERNARDINO COUNTY WATER DISTRICT 855 WEST BASELINE, P.O. BOX 920 RIALTO, CALIFORNIA 92377-0920 (909) 875-1804 PACIFIC BELL 4025 LA PALMA STREET ANAHEIM, CA. 92807 (714) 237-6146 ATTN: DELIA LERMA SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-6632 ATTN: CARLOS NAVARRO COMCAST CABLEVISION 1205 DUPONT AVE ONTARIO, CA 91761 (909) 390-4738 CONTACT:- JACK HAYES MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-08 Q RD REV. DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD DWG. C C 68' COLLECTOR N.T.S. SOURWOOD WAY - STA. 10+00.00 - 11+84.00 BUTTERNUT WAY - STA. 10+00.00 - 11+66.98 TI = 6.5 131 E 51 6 117118 119120121 122 123 L 132 NOTICE TO CONTRACTOR ON 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT 1 3 3 AND AGREESLTTOABE FULLYALL RESPONSIBLE FORUTILITIES ANDBEFORE AMAGESCOMMENCING WHICHWORK, 1 1401,39 138 137 136135 134 MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE U AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. U) 2. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT UNDERGROUND' SERVICE ALERT (PHONE: 1-800-227-2600) 48 HOURS IN ADVANCE OF ANY 0 v + EXCAVATION FOR THE MARK -OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. 3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING p /� UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO L " GED T! ® PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. NOTIFY THE ENGINEER OF WORK IF ANY DISCREPANCIES IN UTILITY LINE LOCATIONS ARE FOUND. r� �- STOP SIGN FS - FINISHED SURFACE 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE + STREET NAME SIGN TD - TOP OF DIKE PROP . A.C. PAVEMENT DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION TC - TOP OF CURB OF NEW WORK. STREET LIGHT V I F - VERIFY IN FIELD - 5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT LOCATION PER PLAN GB - GRADE BREAK THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT w EXIST. A . C . PAVEMENT TO BE OF RECORD OR NOT SHOWN ON THESE PLANS. V)B TREE CF - CURB FACE ___... SAWCUT AND REMOVED Q TRACT BOUNDARY OC - ON CURB INDEX PSAP SHEET INDEX - FL - FLOW LINE BC BEGIN CURVE OFMFONDTANAESTDEA140R CITY SCALE 1" = 100' w EC - END CURVE / ///� SHT. 1 GENERAL NOTES VICINITY MAP AND INDEX MAP TYPICAL SECTIONSbi EG EXISTING GRADE MOC - MIDDLE OF CURVE (E . 0 . P . ) - EXISTING EDGE PRC -POINT OF REVERSE CURVEy STREET IMPROVEMENT PL S' j OF PAVEMENT PCC -POINT OF COMPOUND CURVE j PROP. CONCRETE SIDEWALK w fir - EXISTING EDGE PVI - POINT OF VERTICAL ~' SHT. 2 DETAILS o OF PAVEMENT INTERSECTION O WNERIDE VEL OPER SHT. 3 POST OAK LANE & SOURWOOD WAY a DATE: 4,i- BVC - BEGIN OF VERTICAL CURVE SHT. 4 WHITE OAK LANE EVC - END OF VERTICAL CURVE EMPIRE LAND SHT. 5 WHITE ASH LANE ,r... MOVC - MIDDLE OF VERTICAL CURVE 3536 CON COU RS SHT. 6 GREEN ASH STREET o PRVC - POINT OF REVERSE ONTARIO, CA 91764 � SHT. 7 PERSIMMON LANE VERTICAL CURVE (909) 987-7788 BCR - BEGIN OF CURB RETURN CONTACT: JIM MULLINS SHT. 8 HACKBERRY LANE z ECR -END OF CURB RETURN SHT. 9 BUTTERNUT WAY & NUTTAIL OAK WAY 0 REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING ■ DESIL3N ■ CONSTRUCTION CITY 0■ I=0 NA C l ll=nRldiA Q 03/08 1 MCH N.T.S. POST OAK LANE - STA. 09+45.65 - 11+62.25 WHITE OAK LANE - STA. 10+77.96 - 16+38.43 WHITE ASH LANE - STA. 20+07.74 - 21+85.94 GREET! ASH STREET - STA. 10+00.00 - 12+72.00 HACKBERRY LAKE - STA. 10+00.00 - 12+78.70 NUTTAIL OAK WAY TI = 5.5 11+46.31 68' COLLECTOR N.T.S. SOURWOOD WAY - STA. 10+00.00 - 11+84.00 BUTTERNUT WAY - STA. 10+00.00 - 11+66.98 TI = 6.5 131 E 51 6 117118 119120121 122 123 L 132 NOTICE TO CONTRACTOR ON 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT 1 3 3 AND AGREESLTTOABE FULLYALL RESPONSIBLE FORUTILITIES ANDBEFORE AMAGESCOMMENCING WHICHWORK, 1 1401,39 138 137 136135 134 MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE U AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. U) 2. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT UNDERGROUND' SERVICE ALERT (PHONE: 1-800-227-2600) 48 HOURS IN ADVANCE OF ANY 0 v + EXCAVATION FOR THE MARK -OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. 3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING p /� UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO L " GED T! ® PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. NOTIFY THE ENGINEER OF WORK IF ANY DISCREPANCIES IN UTILITY LINE LOCATIONS ARE FOUND. r� �- STOP SIGN FS - FINISHED SURFACE 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE + STREET NAME SIGN TD - TOP OF DIKE PROP . A.C. PAVEMENT DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION TC - TOP OF CURB OF NEW WORK. STREET LIGHT V I F - VERIFY IN FIELD - 5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT LOCATION PER PLAN GB - GRADE BREAK THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT w EXIST. A . C . PAVEMENT TO BE OF RECORD OR NOT SHOWN ON THESE PLANS. V)B TREE CF - CURB FACE ___... SAWCUT AND REMOVED Q TRACT BOUNDARY OC - ON CURB INDEX PSAP SHEET INDEX - FL - FLOW LINE BC BEGIN CURVE OFMFONDTANAESTDEA140R CITY SCALE 1" = 100' w EC - END CURVE / ///� SHT. 1 GENERAL NOTES VICINITY MAP AND INDEX MAP TYPICAL SECTIONSbi EG EXISTING GRADE MOC - MIDDLE OF CURVE (E . 0 . P . ) - EXISTING EDGE PRC -POINT OF REVERSE CURVEy STREET IMPROVEMENT PL S' j OF PAVEMENT PCC -POINT OF COMPOUND CURVE j PROP. CONCRETE SIDEWALK w fir - EXISTING EDGE PVI - POINT OF VERTICAL ~' SHT. 2 DETAILS o OF PAVEMENT INTERSECTION O WNERIDE VEL OPER SHT. 3 POST OAK LANE & SOURWOOD WAY a DATE: 4,i- BVC - BEGIN OF VERTICAL CURVE SHT. 4 WHITE OAK LANE EVC - END OF VERTICAL CURVE EMPIRE LAND SHT. 5 WHITE ASH LANE ,r... MOVC - MIDDLE OF VERTICAL CURVE 3536 CON COU RS SHT. 6 GREEN ASH STREET o PRVC - POINT OF REVERSE ONTARIO, CA 91764 � SHT. 7 PERSIMMON LANE VERTICAL CURVE (909) 987-7788 BCR - BEGIN OF CURB RETURN CONTACT: JIM MULLINS SHT. 8 HACKBERRY LANE z ECR -END OF CURB RETURN SHT. 9 BUTTERNUT WAY & NUTTAIL OAK WAY 0 REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING ■ DESIL3N ■ CONSTRUCTION CITY 0■ I=0 NA C l ll=nRldiA Q 03/08 1 MCH N.T.S. POST OAK LANE - STA. 11+62.25 - 15+76.24 WHITE ASH LANE - STA. 15+76.24 - 20+07.74 GREEN ASH STREET - STA. 12+72.00 - 15+44.86 PERSIMMON LANE - STA. 10+00.00 - 16+95.83 HACKBERRY LANE - STA. 12+78.70 - 19+99.74 NUTTAIL OAK WAY - STA. 10+00.00 - 11+46.31 TI = 5.5 o 68' COLLECTOR N.T.S. SOURWOOD WAY - STA. 10+00.00 - 11+84.00 BUTTERNUT WAY - STA. 10+00.00 - 11+66.98 TI = 6.5 131 E 51 6 117118 119120121 122 123 L 132 NOTICE TO CONTRACTOR ON 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT 1 3 3 AND AGREESLTTOABE FULLYALL RESPONSIBLE FORUTILITIES ANDBEFORE AMAGESCOMMENCING WHICHWORK, 1 1401,39 138 137 136135 134 MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE U AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. U) 2. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT UNDERGROUND' SERVICE ALERT (PHONE: 1-800-227-2600) 48 HOURS IN ADVANCE OF ANY 0 v + EXCAVATION FOR THE MARK -OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. 3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING p /� UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO L " GED T! ® PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. NOTIFY THE ENGINEER OF WORK IF ANY DISCREPANCIES IN UTILITY LINE LOCATIONS ARE FOUND. r� �- STOP SIGN FS - FINISHED SURFACE 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE + STREET NAME SIGN TD - TOP OF DIKE PROP . A.C. PAVEMENT DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION TC - TOP OF CURB OF NEW WORK. STREET LIGHT V I F - VERIFY IN FIELD - 5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT LOCATION PER PLAN GB - GRADE BREAK THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT w EXIST. A . C . PAVEMENT TO BE OF RECORD OR NOT SHOWN ON THESE PLANS. V)B TREE CF - CURB FACE ___... SAWCUT AND REMOVED Q TRACT BOUNDARY OC - ON CURB INDEX PSAP SHEET INDEX - FL - FLOW LINE BC BEGIN CURVE OFMFONDTANAESTDEA140R CITY SCALE 1" = 100' w EC - END CURVE / ///� SHT. 1 GENERAL NOTES VICINITY MAP AND INDEX MAP TYPICAL SECTIONSbi EG EXISTING GRADE MOC - MIDDLE OF CURVE (E . 0 . P . ) - EXISTING EDGE PRC -POINT OF REVERSE CURVEy STREET IMPROVEMENT PL S' j OF PAVEMENT PCC -POINT OF COMPOUND CURVE j PROP. CONCRETE SIDEWALK w fir - EXISTING EDGE PVI - POINT OF VERTICAL ~' SHT. 2 DETAILS o OF PAVEMENT INTERSECTION O WNERIDE VEL OPER SHT. 3 POST OAK LANE & SOURWOOD WAY a DATE: 4,i- BVC - BEGIN OF VERTICAL CURVE SHT. 4 WHITE OAK LANE EVC - END OF VERTICAL CURVE EMPIRE LAND SHT. 5 WHITE ASH LANE ,r... MOVC - MIDDLE OF VERTICAL CURVE 3536 CON COU RS SHT. 6 GREEN ASH STREET o PRVC - POINT OF REVERSE ONTARIO, CA 91764 � SHT. 7 PERSIMMON LANE VERTICAL CURVE (909) 987-7788 BCR - BEGIN OF CURB RETURN CONTACT: JIM MULLINS SHT. 8 HACKBERRY LANE z ECR -END OF CURB RETURN SHT. 9 BUTTERNUT WAY & NUTTAIL OAK WAY 0 REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING ■ DESIL3N ■ CONSTRUCTION CITY 0■ I=0 NA C l ll=nRldiA Q 03/08 1 MCH QROFESSj04,9 3536 CONCOURS, SUITE 220 % SHOULD CONSTRUCTION OF THE REQUIREDIMPROVEMENTS NOT �o w C ONTARIO, CALIFORNIA 91764-5592 STREET IMPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE DATE E OF APPROVAL ® 909.581.0196 ■ FAX 909.581.0192 www.RBF.com o SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , N m DRAWN BY: TRACT 16495 SCALE: NTS THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO W .63494 � ,Expp . 9/30/06 = =r.7T c o N s u LT I N M.E. TLE W SHEET j JOB NUMBER BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �IVI��Fo��~ PREPARE ; ND TH S P VI OF: DESIGNED BY: 15-100634 STANDARDS IN EFFECT. fgTF 46 �- R. APPROVED Y: DRAWING NO. 1 0 OF C a` DATE: - CHECKED BY:'�'1 �j �� 3523 0- MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-06 R.J:B. RI ARDO SAN\DlgVALR.C.E. 511.52 DATE: