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Home My WebLink About3975-10 v a 0 0 N 0 N c Q 0 0 � �� (NERAL NOTES ., . 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 25. THE FlNAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS CITY OF FONTANA STANDARD PLAINS, THE CONTRACT PROVISIONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL � � RoulE 210 FRwr AND THE STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. CONSTRUCTION {"GREEN BOOK'. ALL REFERENCE SPECIFlCATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, • NOTED. COLOR AND FlNISH TO MATCH IXISTING CONCRETE �+ � �� 2. WHEN A TECHNICAL CONFLICT IS FOUND TO IXIST IN THE CONTRACT 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF � � Q DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO THE CURB AT THE LOCATION OF THE SEWER LATERAL. PRECEDENCE PROVISIONS IN THE "GREEN BOOK ; THE CONTRACTOR � WAWUT AVE SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING FOR RESOLUTION. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. PROJECT 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND � � LOCATION CfIY ENGINEER. APPROVED PRIOR TO PAVING OF STREETS. � n D y� � �� 0� L� � �J 4. CONSTRUCTION PERMITS SHAll. BE OBTAINED FROM THE CITY OF 30. APPROVED SOIL ST7=RILANT IS REQUIRED UNDER ALL NEW ASPHALT � • �� o III � I I �.�. VICINITY MAP FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING PAVEMENT PRIOR TO PL4CEMENT. I � I , I I ®��°'��°� DMSION PRIOR TO THE START OF ANY WORK. II � N.T.S. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT I B III � I I -------------- WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. �-- I � I - --' - - - - - - - - - - - - - - � - I I �°�° I � II � � � 33 I ®�'�°��°� P EPARE THEIR 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL � I � i II � 74 T3 72 T1 70 � 69 68 6i7 66 65 � � � I THE QUANTff1ES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL R POLICIES, .METHODS AND PROCEDURES DESCRIBED IN THE STATE OF FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A I � i II � LOT � CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC GEOTECHNICAL REPORT AND SUBMITTED TO THE CTIY OF MONTANA EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. � I D � I a � EET 6. R SHALL. BE THE RESPONSIBILfTY OF THE CONTRACTOR TO MAINTAIN 33. ALL MANHOLES, CLEANOUT Fi�AMES, COVERS AND VALVE BOXES I � i BARRICADES, DELINEATORS OR OTHER TRAFFlC CONTROL DEVICES AT ALL TIMES. SHALL BE RAISED TO FlNISHED GRADE BY THE PAVING CONTRACTOR � 18 -� � THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION UPON COMPLETION OF PAVING. � 19 ' I - _ _ _ -- _-�_ _---_ ---- -- __ - J �� 7. OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE I � � FROM THE CALIFORNIA STATE DMSION OF INDUSTRIAL SAFETY. ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC 19 � CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 16 � SH 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE 35, CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, � GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION I � II 1 1 3 4 i 60 61 OF THE DMSION OF INDUSTRIAL SAFELY OF THE STATE OF CAUFORN[A. TO THE SATISFACTION OF THE CITY ENGINEER. I � TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN � I i ,� THE POTENTIAL FOR GROUND MOVEMENT EXISTS. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO I �n � II � � THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS I � II tOT � 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC TO THE CITY ENGINEER. RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMf T' FOR o I � II 8 7 6 5 THAT PURPOSE °° I � II � 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM CJ�Y Of FONT Ut1LtTY N0TIACATION LIST � � � AVAILABLE INFORMATION. HOWEVER, R SHALL BE THE RESPONSIBILITY A�VA. I � i � III � 8 � OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE CfTY OF FONTANA S.B.C. INC. III g LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO ATTN: BRM WREN 3939 E. CORONADO STREET EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE 8353 SIERRA AVENUE ANAHEIM, CA 92807 III � _ _ _ CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT III i FONTANA, CA 92335 (714) 666-5500 n 1-800-227-2600 TWO WORKING DAYS BEFORE IXCAVAT]ON. (909) 350-6632 III � I UNDERGROUND SERVICE ALERT III ° 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCT70N WITH ALL S0. CALIF: GAS COMPANY (800) 422-4133 � UTIL.f1Y COMPANIES INCLUDING, BUT NOT UNITED T0, GAS, 1981 W. LUGONIA AVENUE � LANDSCAPING I � 9 � '� � '� '� 15 TELEPHONE, ELECTRIC, CABLE TELEilISION, REDLANDS, CA 92374 COMCAST (CABLE TV) I LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, (909} 335-7547 1205 DUPONT AVE. STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY EMERGENCIES: (800) 427-2200 ONTARIO, CA 91761 I LOT COMPANIES SHALL BE GNEN TWO WORKING DAYS NOTICE PRIOR TO (909} 390-4738 �/ � WORK AROUND THEIR FACILITIES. � J � S0. CALIF: EDISON COMPANY - - - - - - - 300 N. PEPPER AVENUE VERIZON 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER RIALTO, CA 92376 1400 E. PHILIPS BLVD. - - - - - - - - - - - - - - MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 909 820-5598 -UNDERGROUND ONTARIO, CA 91766 � �� CONTRACTOR SHALL COORDINATE WITH THE APPROPRG4TE WATER � - - - - - - - - - - - - - - - - - - - - - - 909 875-5100 -TRANSMISSION (800) 422-4133 �� COMPANY FOR VALVE OPERA]i0N AND WATER REQUIREMENTS. 213 637-1233 -PIPELINES I i� I �� 13. CURVE DATA REFERS TO THE FACE OF CURB. 909 357-6505 -DISTRIBUTION FONTANA WATER COMPANY I I 800 422-4133 ATTN: MICHAEL J. McGRAW 8440 NUEVO AVENUE I I 4. STATIONING REFERS TO THE CENTERLINE OF STREETS IXCEPT ADELPHIA FONTANA CA 92235 I I WHERE OTHERWISE NOTED. 1500 S. AUTO CENTER DRNE (909} 822-2201 -----� I 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ONTARIO, CA 91761 FAX: (909) 823-5046 R/W � ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK (714) 666 5500 TO THE PLAN GRADES. THE CONTRACTOR SMALL BE RESPONSIBLE 60' FOR THE PRESERI/ATION OF BENCHMARKS AND CONSTRUCTION CRAWFORD CANYON MUTUAL WATER CO. CONTROL STAKING DURING CONSTRUCTION. ATTN: BASIL J. FABRIZIO 30' 30' (909) 463-9580 � � ) 2' 18' 18' 16. THE CONTRACTOR SMALL NOT DISTURB IXISTING SURVEY MONUMENTS, LEC�N� 5' MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFlCATION TO ' THE CfTY ENGINEER. INDICATES PROPOSED A.C. PAVEMENT 0.5' � I �, � w 17. REMOVAL AND REPLACEMENT OF IXISIING SURVEY CONTROL, INCLUDING E �f' SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE INDICATES REMOVE IXISTING A.C. PAVEM NT 2X LEVEL UNE � BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. INDICATES OVERLAY IXISTING A.C.PAVEMENT , `-'=- - - - ��- - - - - - - -29' - - r SURVEY MONUMENTS THAT W1L1 BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL •� � r -� - INDICATES LIMITED USE AREA 2• - � NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO _ 5 3 � 1 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER INDICATES CENTERLINE M = i OWN QUANTITIES AND BID A COMPLETE JOB. I I ,� � W � 3s �, I ��. CONSTRUCTION NOTES ESTIMATE OF QUANTITIES I � O1 -CONSTRUCT 4" AC PAVEMENT MIN) OVER 12" OF 95� COMPACTED NATNE SOIL � � � � 31 r ----___ ------ {SEE GENERAL NOTE 31 & 32 113,181 SF/2806 TONS I 2 CONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12" OF 95� COMPACTED NATNE SOIL i �.�% �- I ® (SEE GENERAL NOTE 31 & 32) 10,442 SF/292 TONS E � � � � � 3 CONSTRUCT 6" PCC CURB &GUTTER PER CITY STD. DWG. NO. i 003 5,490 LF 0 i 4 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. N0. 104, W=8' 6,120 SF I I � � � � I �.�° 5 CONSTRUCT 4" PCC SIDEWALK PER CTIY STD. DWG. N0. 1015, WIDTH &TYPE AS SHOWN ON 27,450 SF 52 �3 38 � � ® ��' PLAN �� _ _ _ _ _ _ _ _ _ _ _ _ 6 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. N0. )006 14 EA � 7 CONSTRUCT PCC DRNE APPROACH PER CITY STD. DWG. N0. 1005, W= i 6' UNLESS NOTED 15,060 SF 53 � 4'1 � � 0 OTHERWISE 8O- CONSTRUCT LOCAL DEPRESSION PER A.P.WA. STD. DWG. N0. 313-1, AS SHOWN ON SHT 7 5 Eq � � � I � �`�� 9 -CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. N0. 300-2, AS SHOWN ON SHT 7 � � � � � � I (WIDTH AS SHOWN ON PLAN) 5 E,q I I tOT'B' � I 10 INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE 17 EA .. , I - _ � � �- I _ _ _ - _ _ _ _ _ - _ _ 11 INSTALL STOP SIGN PER CITY STD. DWG. N0. 139 8 � �- �►� � � I 12 INSTALL STREET SIGN PER CITY STD. DWG. N0. 139 9 � `� � I 13 ADJUST MANHOLE FRAME &COVER TO GRADE PER CITY STD. 109 16 EA 3 I I �,�0 14 SAWCUT &REMOVE IXISTING AC PAVEMENT TO A CLEAN STRAIGHT UNE (1' MIN.) 460 U=/770 SF 26 � I ® °� 15 GRIND IXISTING PAVEMENT FOR SMOOTH TRANSfTION AS SHOWN HEREON 1180 SF � 1b 'p 'i6 19 20 2'I ?Z 13 Z4 ?S I 16 REMOVE EXISTING CURB AND GUTTER 224 LF LOT � ! I 17 REMOVE DUSTING TEMPORARY SIDEWALK 2,000 SF I � I �'-------------------------------- � 18 CONSTRUCT 3" TEMP AC PAVEMENT _ _ _ _ _ _ 4,700 SF/85 TONS INDEX MAP � � � � ® � � � a � � I 1 "--100' � � � � �� I i i i i ®� I ® � � � I I R/W R/W j R/W � � 64' )2' � � 12' ' S' 5 �, � 0_5� � 2� 0� �� - � REPLACEMENT OF THE MONUMENT. - - - - INDICATES RIGHT-OF-WAY UNE TYPICAL SECTION - -INDICATES IXISTING IMPROVEMENTS � SHORT STREET - f 0' RIW 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS --{taco}-- INDICATES IXISTING CONTOUR UNE BEDMAINTAINEDEAT ALIALL T1MES�N THE NCONSTRUCTIONTAREAE ORS °-� STREET LIGHTS PICARDY WAY, PACHECO COURT AND MANCHESTER COURT RESIDENTS AND EMERGENCY VEHICLES. �- DIRECTION OF FLOW � LUA. UNITED USE AREA T�5.5 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTNE LOC LENGTH ON CURB MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT AC PAVEMENT OVERLAY ALL TIMES. PRIVATE EN(iN�t'S NOTK:E TO CONTRAC`fOR: {MIN. 0.10' THICKNESS) 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES PROPOSED 1' WIND VELOCITIES IXCEED 25 MILES PER HOUR. SHOWN ON THESE PIANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. AC PAVEMENT MlN. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFlRMED BY THE CONTRACTOR, 21. THE CONTRACTOR SHALL NOT CAUSE ANY IXCAVATED MATERIAL, MUD, SO THAT ANY NECESSARY ADJUSTTNENT CAN BE MADE IN ALIGNMENT AND/OR GRADE SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRNATE PROPERTY OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR 1S REQUIRED TO TAKE DUE ADJACENT 70 THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER PRIOR WRITTEN APPROVAL ONES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 22. NO TRENCH BACKFlLL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL CONSTRUCTION CONTRACTOR AGREES THAT 1N ACCORDANCE WITH GENERALLY ACCEPTED OF THE CITY INSPECTOR. CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SAWCUT AND REMOVE - SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE IXISTING AC PAVEMENT 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFlLL COMPACTION. OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFlED AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY DENSITY IS OBTAINED. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, IXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES OF THE DESIGN PROFESSIONAL FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE 20' I I 296 LEVEL UNE ---r------- 20' 12' ' 5' t- �'5 •� o � 296 290 TYPICAL SECTION LOCAL STRUT - 64' R/W PACHECO COURT, MANCHESi� COURT, MIRABElIE WAY AND WESTMOOR PRICE NT5 �� 5' MIN. 0.10' MIN. I ,� J GRIND IXIST. IXlSTiNG AC PAVEMENT AC PAVEMENT (MIN. 0.10' THICKNESS) a �Y�GL�,��G,�� nTYPIGIL PAVEMENT 101N DETAIL IJ ,v NIS SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE UN/1 CHANC,fS AND USES: BASIS OF BEARINGS: SWAL.ES ENTERING OR LEAVING IMPROVEMENTS. BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE THE ENGINEER PREPARING THESE PLANS WILL NOT 8E RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE BEING NORTH 89'58'16" WEST AS SHOWN ON TRACT 16572, RECORDED 1N PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. MAP BOOK 304 , PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY. y G��n 7- ► 9 -�/ .�YtYlOet/O �1..¢LL /,I,eO IJ.4T�' R/W I I 68' ��pF E SS'/pN ��0 ��ND J. q� 9l ��c \ �� z c� � � m � No. 38052 � � Exp. s-3a2o � s� c►�L �? 9TF�F CAL�F�� • •' '� _� Prepared By: CITY OF FONTANAi CALI�ORN�A REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PREPARED FOR: ORIGINAL BENCHMARK of ESS � � O SHOULD CONSTRUCTION OF REQUIRED CITY OF FONTANA 8M-361 COQ Q S. Hq �� rMPRovEMENrs Nor c WITH►N ALLAI�D ENGINEEFIING �, ,� �. IMPR VEMENT PLANS R.R. SPIKE IN PP N0. 1536697E AT THE SW CORNER �� P � ti STREET o TWO YEARS OF THE DATE OF APPROVAL YH WALNUT LLC OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering -Land Surveying -Land Planning � � ��' G% DRAWN BY: � �+-�- SCALE: SHOWN HEREON AND CARRIED FORTH INA ELEVATION: 1365.01, SINCE DESTROYED 8253 Sierra Avenue � m AE T��I`U�.1 N0. 167 AS NOTED DIAL DILIC�IVT MANNER, THE CITY ENC�NEER MAY 10370 TRADEMARK STREET Fontana, California 92335 � No. 43976 � TW❑ WGRK I NG RANCHO CUCAMONGA 909) 356-1815 Fax (909) 356-1795 Exp• 6/30/07 DESIGNED BY: - 7`ITLE SHEET DATE: B E F � R E DAYS BEFORE REQUIRE REVISIONS TO THE PIANS TO STfE BENCHMARK ( � � ML OCTOBER, 2005 Y❑U DIG CA 91730 SW CORNER, SEC. 31, T.1N., R.SW., S.BM.-2" I.P. � __ _ _ �'� ��' Y E U DIG BRING THEM INTO CONFt�1RMANCE WITH TEL (909) 291-7600 WITH BRASS CAP, C.S.M. AT THE INTERSECT70N OF � Z4 0 �A 9T C � v ti � �� CHECKED BY: APP 0 D Y: DRAWING NO.. � CONDITIONS AND STANDARDS IN EFFECT FAX (909) 291-7630 David S. Hammer, A.C.E. 43976 Date F T❑LL FREE 1-800-227-2600 BASELINE AVENUE AND CITRUS AVENUE. OF CALF F rpl DATE. � A PUBLIC SERVICE BY UNDERGRSUND SERVICE ALERT � A�I��E,O �r��..T-�� y ��0�� 3`��t �� 9. � , l I EI�VAT10� 1395�1b (expires 6/30/Z[I�)7) � CITY ENGINEER R.C.E. 51152 3� 7 r-.. . • \ . \ • e -n -si\ r+- -. n__!--\ nTllrTiY•� Tl\� @'7A J..._ ru�nurnC: m: \U�y \ �J�J+ \rn�ur ti�a+y++ \a+n+..�+.� \+n +v.z.i a+v �.�any