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HomeMy WebLinkAbout3099-1S 1/4- PE PRO,) VICINITY MAP pp QI)ri CITYOF FONTANA CITY OF FONTANA GENERAL NOTES FOR STREET IMPROVEMENT PLANS STREET IMFIROVEMENT PLANS 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 O- TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY TRA C T N 16027 ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. RECORD DRAWINGS 4• CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. BW r ^QE " PER FT. R/W STREET TYPICAL SECTION N.T.S. FOR:DIANTHUS CT. T.1=5.5 52' 33' OF FONTANA AVE 52' 17.5' 1' 21.5' a 40' w 20' o LIMIT OF w CO STRUCTION I3I Z 1B i. �m R/W 10' WIDE LANDSCAPE EASEMENT 12' /BW .5' 6' n' -'�" 0 0.5' 1 44" PER FT. >, EDGE OF 9 EXISTING IMPROVEMENT PAVEMENT 3 7' WIDE LANDSCAPE FONTANA AVE. TYPICAL SECTION N.T.S. T.1=10.0 10 ARROW ROUTEL 2,600 S.F. 9 FONTANA 13,073 S.F. 8 MERRIL AVE 747 L.F. 7 6 2 CT S/TE O CONST. CURB TRANS. 8" C.F. TO 6" C.F. 78.5 L.F. 5 W 8,848 S.F. 4 CONST. CROSS GUTTER PER STANDARD DETAIL 104. (W=8') 172 S.F. 3 RANDALL AVE N 747 L.F. > I� 1,200 P no N 21,000 16.808 S.F. S.F. v SAN BERNARDINO AVE IQUANTITY 77 ESTIMA TE OF QUANT/ TIES D/A ............ Driveway Approach VICINITY MAP pp QI)ri CITYOF FONTANA CITY OF FONTANA GENERAL NOTES FOR STREET IMPROVEMENT PLANS STREET IMFIROVEMENT PLANS 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 O- TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY TRA C T N 16027 ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. RECORD DRAWINGS 4• CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. BW r ^QE " PER FT. R/W STREET TYPICAL SECTION N.T.S. FOR:DIANTHUS CT. T.1=5.5 52' 33' OF FONTANA AVE 52' 17.5' 1' 21.5' a 40' w 20' o LIMIT OF w CO STRUCTION I3I Z 1B i. �m R/W 10' WIDE LANDSCAPE EASEMENT 12' /BW .5' 6' n' -'�" 0 0.5' 1 44" PER FT. >, EDGE OF 9 EXISTING IMPROVEMENT PAVEMENT 3 7' WIDE LANDSCAPE FONTANA AVE. TYPICAL SECTION N.T.S. T.1=10.0 10 4" P.C.C. DRIVEWAY APRON PER CITY STD. 103. 2,600 S.F. 9 CONST. VARIABLE THICKNESS A.C. OVERLAY, MIN. 0.1'. 13,073 S.F. 8 SAW -CUT & JOIN EXIST. A.C. PAVEMENT. 747 L.F. 7 CONST. ACCESS RAMP PER STANDARD DETAIL 1006 2 S.F. O CONST. CURB TRANS. 8" C.F. TO 6" C.F. 78.5 L.F. 5 CONST. 4" TH. P.C.C. SIDEWALK PER STANDARD DETAIL 1015 8,848 S.F. 4 CONST. CROSS GUTTER PER STANDARD DETAIL 104. (W=8') 172 S.F. 3 CONST. 8" CURB & GUTTER PER STANDARD DETAIL 1003 747 L.F. 2 CONST. 6" CURB & GUTTER PER STANDARD DETAIL 1003 1,200 L.F. O 1� CONST. MIN. 4" A.C. OVER 12" COMPACTED (959) NATIVE SOIL. 1 CONST. MIN. 6.5" A.C. OVER 12" COMPACTED 959 NATIVE SOIL., 21,000 16.808 S.F. S.F. No.1 DESCRIPTION IQUANTITY UNIT ESTIMA TE OF QUANT/ TIES ABBREVIATIONS: AC ............. Asphalt Concrete CBW .......... Conc. Block Wall CLF ........... Chain Linked Fence EP ............. EDGE OF PAVEMENT EX . ............ Existing FL .......... Flow Une Elevation SMH .......... Sewer Manhole S/W .......... Sidewalk TC ............. Top of Curb Elevation STD . ............. Standard It . ............. Property Line R . ............ Radius T . ............. Tangent L . ............. Length BC ............. Begun of the Curb EC ............. End of the Curb BCR ............. Begin of the Curb Return ECR ............. End of the Curb Return BDRY ............. Boundary BLDG ............. Building DWG . ............. Drawing ST . ............ Street ............. Center Line N.T.S. ............. Not To Scale D/A ............ Driveway Approach TOLL FREE �� 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 EXCAVATION GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, 9,9w 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 M �j EXISTS FOR GROUND MOVEMENT. (1 , 9. 8) I U D e � IUJjr H 0. 1115 U P. �J . No. j j � V Po 111 . D o 1 0_66 �\ 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING SEPERATE PERMIT FOR THAT PURPOSE. 1179.1 EP (117 82)E „(179.03) 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 SHEET 3 SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. ,<1179 89) 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, 117A 1 - - - - - - - '9'`5'T` STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN NOTICE TWO WORKING DAYS PRIOR TO (1178,81FL 7�� WORK AROUND THEIR FACILITIES. 87 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 LO "EV5 8 �) REQUIREMENTS. ' �" 7 � d11 Q, l' ` �►+�' �` (�\J 78 TC 13. CURVE DATA REFERS TO THE FACE OF CURB. i 9 �` �' 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. i <u 3 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT 11161 MAIN WATER !I 17723)EP (117 48)EP THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARK AND � M CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. (1176. 9) MAIN SEWER LINE + - + 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR W i NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL � I i• � Z 2 C/TYOF FON TANA UTIL ITYNOT/F/CATION L/ST BENCHMARKS, SHALLEBE DONE BYPLACEMENT A REGISTERED F EXISTING RCIV LCONTROL, NG NEER INCLUDING OR LIIC NSEDRLLAANNDMSURVEYOR.� MONUMENT MONUMENTS THAT I 027 / 577) - ONEHALL NOTIFY THE ENG -WEEKESTROYED PRIOR TOACONSTRUC,TON SOA RESULT OF HIS THATOTI SR TO (ON SHALL BE MONUMENTS CAN BECED. THE ESTAB SHEDOFNO CLAT£RTORSREPLACEMENT OF THEINEER CITY OF FONTANA MONUMENT. 75.28)EP ATTN: CARLOS NAVARRO (1175) 8353 SIERRA AVENUE FONTANA, CA 92335 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT "" 64) i LANE SHALL BE MAINTAINED AT ALL TIMES IN CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. U I e (909) 350-6632 o Z MAIN WATER LINE / L 'A" 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, ►-U w a'17 a' E B0. CALLA GM 00WA � 1 zm 3: AT ALL TIMES. om z MAINr ATTN: GREG GASPAR W x - -"` 16231 VALLEY BLVD. FONTANA, CA. 92335 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 6, m W i (909) 428-8411 82 Z 3 4 EMERGENCIES: (800) 427-2200 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL., MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR o 0� (11 191E`! p-��---------------------------------- PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. LOT" I �++� 17392)EP ' 80. C' 'L' O' ^'_ ' EINSM COW ^' • 0! V) 2+ 7951 REDWOOD AVE. FONTANA, CA 92335 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. o N 12 , �� 909 820-5598 - UNDERGROUND ERto as i ' 909 875-5100 -TRANSMISSIONS 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL �U D< (1173) 213 637-1233 - PIPELINES REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. Qo VV» aU 909 357 6233 DISTRIBUTION � 10' IDE EMENT FOR �. „„ - - / e1 8_0042_2_-_413_3____________________ 24. CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON 0 TTS CITY OF FONTA INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE' TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING 11715 k, CRAWFOW CANYON MUTUAL WATER CO. IMPROVEMENTS. ';x; ATTN: BILL VANDERKIEFT, JR. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION <. (619) 868-6040 .n0 i UNDERGROUND SERVICE ALERT (800) 227-2600 AND SHALL CONFORM TO THE CIT(' OF FONTANA STANDARD DETAILS. ,4 ------------------------------------- PACM 88 1_ 00• 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. �n ATTN: VIRGINIA BECKER 10; 27. THE SEWER CONTRACTOR SHALL STAMP AN "S " IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. U �INDEX MAP 3939 E. CORONADO STREET ANAHEIM, CA 92807 170. ) (714) 666-5467 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND -------- APPROVED.BOT 792 N.T.S. COMCAST (CABLE M 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. ATTN: JACK HAYES SEWo TG°30oHC LAND AND i 1205 DUPONT AVENUE ONTARIO, CA. 91761 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. nnn n 7� COMPANY n I1 t`^u (909) 390-473831. 68.751E 1VAV1/Q, �I ��'n�( 'I_O'nVnll�/W�� \�U p o--------���Y---------------- AS DETERMENED BY SOILS TESTS �AKENHAFTER ACOMPLETION OFDROUGHEGRADING. SIGN AND APPROVAL OF THE CITY ENGINEER r• V U (((fff "'uuuu u U u C u v u u ��Nfff���fff v EX. M H1 • N0.19 (i {\�\��/7 /l`� n//��� D ATTN: STEVE HOCK 32. ACTUAL THICKNESS OF A.C. PAVEMENTBAND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS -SHALL BE 67,56) D 1V/ 11 O II\Y/II o nD o o� 1400 E. PHILLIPS BLVD. ONTARIO, CA. 91776 RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF AVENUE lJ "`JJJ IIIJJJ UUU LI V lJ (800) 422-4133 _ ROUGH GRADING. - FONErANA WAS�pA 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING k167.30' 16721 ATTN: MICHAEL J. Mc GRAW CONTRACTOR UPON COMPLETION OF PAVING. 1166.57) 167.03) 11E (1166 8440 NUEVO AVENUE FONTANA, CA 92335 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER 67.3' (909) 822-2201 TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. FAX: (909) 823-5046 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED_ BY THE CONSTRUCTION NOTES. CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF HO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. LEGEND:O CONST. MIN. 4" A.C. OVER 12" COMPACTED (959) NATIVE SOIL. G ,l (100.10) ..... EXISTING ELEVATION O CONST. MIN. 6.5" A.C. OVER 12" COMPACTED (959) NATIVE SOIL. 90 CONST. VARIABLE THICKNESS A.C. OVERLAY, MIN. 0.1'. GROUND CONTOUR LINE O2 CONST. 6" CURB & GUTTER PER STANDARD DETAIL 1003. C -......... INDICATES 9500 LUMEN HPSV STREET LIGHT 1 Q 4" P.C.C. DRIVEWAY APRON PER CITY STD. 103. e>.711 (101 WATT; X10) 27 FT. LUMINAIRE HEIGHT. O3 CONST. 8" CURB & GUTTER PER STANDARD DETAIL 1003.. 1 r._ ........ 5,800 LUMEN, 70 WATT H.P.S.V. # 7 LAMP ON 25' MARBELITE POLE OR APPROVED EQUAL ® CONST. CROSS GUTTER PER STANDARD DETAIL 104. (W=8) `�� .........22,000 LUMEN, 200 WATT H.P.S.V. # 20 LAMP ON 30' MARBLELITE POLE OR APPROVED EQUAL O CONST. 4" TH. P.C.C. SIDEWALK PER STANDARD DETAIL 1015. OF C A0 WITH 8' MAST ARM ......... EXISTING STREET LIGHT © CONST. CURB TRANS. 8" C.F. TO 6" C.F. Q7 CONST. ACCESS RAMP PER STANDARD DETAIL 1006. ® SAW -CUT & REMOVE EXIST. C&G JOIN EXIST. A.C. PAVEMENT. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CATAWBA AVENUE, SHOWN AS N 0' 15' 10" E ON TRACT NO. 11151, M.B. 164/ 94-96, RECORDS OF SAN BERNARDINO COUNTY. BENCH MARK: SAN BERNARDINO COUNTY BENCH MARK 700-15. A BRASS DISK SET IN CONCRETE POST AT CATAWBA AVE & AT&SF RR, 13' EAST OF CATAWBA, 49' SOUTH RAIL OF MAIN LINE TRACT 10' NORTH OF NORTH ROW OF EUCAL YPTUS TREES ELEV. 1225.801 (12/28/1976) REV. REVISION DESCRIPTION DATE ENGR. aTY DATE 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. �Q TRITECH ASSOCIATES INC. SUBDIVISION SUMP ENGIIdEERING DESIGN �� 135 N. SAN GAB=L BLVD. SAN GA�tML, CA 91775 TEL: (626) 570-1918 p H NG R.C.E. 04711 NO . .ate CITY OF FONTANA, CALIFORNIA Q RECORD DRAWINGS DRAWN BY: MIKE G. M/AO STREET PLAN & PROFILE TRACT No. 16027 OVPAGE SCALE: DESIGNED BY: DATE: 9/»/02 CHECKED BY: TOM H. CAO APPR D BY: DRAWING NO.: 3099 1 � �� 1 RECORD DRAWINGS 11/05/0 CI ENGINEE R.C.E. 51152 DATE: