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HomeMy WebLinkAbout2926-1 GENERAL NOTES ov 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA ey,P� BRIDLEPATH DR/�`,/ CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN IF �� BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE STREET IMPROVEMENT PLANS suMMrr AVE SUMMIT AVE LATEST EDITION UNLESS OTHERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT RANCHO 7� U. :/,,,'"'" oPG/® DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE FOR CUCAMONGA /o.� 0 PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY SUMMIT AVE REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 1 a $. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THESAN SEVAINE ROAD / �� CITY ENGINEER. .`7 oRTH FRONTAGE RD ACCESS RD _ / %;. � COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO It, IL l I 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA /7- 111111mm-1 HIGH D AVE. I T---'� �T THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED Fos 0 sovTx �� LOCATION AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN ��=MOKEsroNE STir PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. . VICTORIA ST I a W 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 1 ,� o =� METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA 6•11 < WALNUT AVE I= W FONTANA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS - k CO OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. /1-11 j/ v 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN V� " j BASELINE AVENUE BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TRACT 15990-1 Q s TIMES. TRACT 15990 CCa) TRACT 15709 WALNUT VICINITY MAP: 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM SI-IEET 2 �r AVENUE NOT TO SCALE EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN Z , FUTURE J*- FIXTURE , , DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. ,,„;,,,,,___„ :_i__ i. .: ! I StRoET STREET_`_.._ HEET3 ! SHE ET4 SHEETS tr` 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 �' .�m i DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES - - - - - - - - - - - - u,x LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL z - - - - -- - --- - •- - � �;��� �-���- �-�� --�� --- -�- -�- - _ ,..._�._,. EXISTS FOR GROUND MOVEMENT. J ! i { 4 r ry ; _._ .._ � s i I it- _ _ _ _ �. W , 4 3 I ....,....... _ ..._., a - _ i i 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF I! - __,. WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. < FUTURE FUTURE WALNUT OAKSPRING ELKHORN 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM m STREET STREET AVENUE DRIVE TRACT 16046 DRIVE AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND TRACT 15961 TRACT 16009 - ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER ALL SURFACES SHALL CONFORM IN GRADE, COLOR PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT 26A6D FINISH EXPOSED CONCRETEH EXISTINGSCONCRETE. UNDERGROUND SERVICE ALERT AT 1 -800-227-2600 TWO WORKING DAYSINDEX MAP BEFORE EXCAVATION. 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY CURB AT THE LOCATION OF THE SEWER LATERAL. SCALE: 1 "=200' COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CONSTRUCTION NOTES ESTIMATE OF QUANTITIES CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. WEST EAST ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR /,� 0 / TO WORK AROUND THEIR FACILITIES. 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND 0 INSTALL TEMPORARY 9500 LUMEN HPSV STREET LIGHT ON WOOD POLE PER CITY STD. DWG. NO. 1016 !� R/W R W APPROVED PRIOR TO PAVING OF STREETS. 0 CONSTRUCT 4.5" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER ( See general notes 31&32) 3,960 TON gg' MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT 0 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 0 i; LF T. 34' 34' OPERATION AND WATER REQUIREMENTS. PAVEMENT PRIOR TO PLACEMENT. CONSTRUCT 4" PCC IDEWALK PER CI D. DWG. NO. 1015, W=5.5' © :356 5 D4aiiicr S.F. I 12' 22' 22' 12' I 13 CURVE DATA REFERS TO THE FACE OF CURB. A 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT CONSTRUC CURB RETURN ACCESS RAMP P R CITY STD. DWG. NO. 1006 5 EA. I I 18' 8 _ 2' I 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY ADJUST MANHOLE FRAMs & C•YER TO GRADE PER CITY STD. 109 23 EA. OTHERWISE NOTED. SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. N 0 REMOVE EXISTING TRAFFIC BARRICADE 1 EA. a 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL 0 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. N0. 118 3 EA. _ _ LEVEL LINE j ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A �o PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR INSTALL STOP SIGN PER CITY STD. DWG. N0. 139 3 EA• I 5 -- - MP'I' APPROVAL UPON COMPLETION OF ROUGH GRADING. 3 EA I „ �. riii ' , '` ��- I PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING �+ INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 = �-„ _ramege eb=raf ipliN • ipp-. 2 DURING CONSTRUCTION. !1rX!1-4. �•�_ . -•: .2 33 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL 1 CONSTRUCT CATCH BASIN PER APWA STD. DWG. N0. 300-2 AS SHOWN ON SHEET 6 3 �• BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS Mq I- COMPLETION OF PAVING. ® CONSTRUCT LOCAL DEPRESSION PER APWA STD. DWG. NO. 313-1, CASE A, AS SHOWN ON SHEET 6 3 EA. MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 13 INSTALL 9500 LUMEN HPSV STREET LIGHT PER CITY STD. DWG. NO. 1016 4 EA. EXISTING IMPROVEMENTS FUTURE IMPROVEMENTS 34 UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RESTORE ALL SAN SEVAINE ROAD-80' R/W 14 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO GRIND EXISTING A.C. PAVEMENT 0.10' MIN. 920 SF SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. STA23.+27.20 TO STA. 29+28.24 BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY A.C. PAVEMENT OVERLAY 0.10' MIN. ,060 SF MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, 16 INSTALL 9500 LUMEN, H. .S.V.: 10, 27' HIGH 0 'EA N.T.S. SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE T.I.=6.5 WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE SATISFACTION OF THE CITY ENGINEER. a REMOVE CMP RISER AND CMP PIPE 1 EA. WEST EAST ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. R/W R/W 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND 36 AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE i BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY WEST EAST 68' 10' AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY R/W R/WF .1 LANDSCAPE 34 34 VEHICLES. CITY OF FONTANA, UTILITY NOTIFICATION LIST EASEMENT 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS 68' I 12' 22' 22' , I 12' OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. CITY OF FONTANA PACIFIC BELL CO. I10' 14' ATTN.: CARLOS NAVARRO ATTN.: VIRGINIA BECKER 34' 34' 1 2' 20 AlL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED 8353 SIERRA AVENUE 3939 E. CORONADO STREET N 6.0' I WIND VELOCITIES EXCEED 25 MILES PER HOUR FONTANA, CA. 92335 ANAHEIM, CA. 92807 I 12' 22' _ - 22' 12' • (909) 350-6632 (714) 666-5467 I 2' 8' 18' I 18' 8' 2' I 2% 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, - LEVEL LINE _. MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE S0. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT ATTN.: DENNIS FREEMAN (800) 227-2600 "� 27 5% 2% 2X .' PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT �-- . 1981 W. LUGONIA AVENUE M ,i-�-�•• --i PRIOR WRITTEN APPROVAL. � ( �k � _�����������=����������..��_ REDLANDS, CA. 92374 COMCAST ( CABLE TV ) - LEVEL LINE - •=•'r•'�`"~ Y'`'Y•'•"''.X•'• •'�.�- A (909) 335-7547 ATTN.: JACK HAYES --- M M - - 0 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. 2.7 - - 5% �. S _-- 2 2•1 `` THE CITY INSPECTOR. ONTARIO, CA. 91761 M ,� --�' -�-.=-L-� I FUTURE IMPROVEMENTS 0 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. SO. CALIF. EDISON COMPANY (909) 390-4738 I P� -y :�a�•14`� �t� '-��•��•� �4� I `�~ 2 �®u u ��; �.' 300 N. PEPPER AVENUE ,� M - 7 M ENT FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY 2 4"1, THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 909 820_5598 _ UNDERGROUND ATTN.: STEVE HOCK © - These Record Documents have been prepared SAN SEVAINE ROAD 68 R/W 909 882705:55519080 TRANSMISSION 1400 E. PHILIPS BLVD. -' based on information provided by others. The 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES 213 637-1233 - PIPELINES ONTARIO, CA. 91766 FUTURE IMPROVEMENTS FUTURE IMPROVEMENTS STA. 36+4'9.37 TO STA. 49+72.03 Design Professional has not verified the aceurt.cy FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, 909 357-6223 - DISTRIBUTION (800) 422-4133 and/or completeness of this information and shall CITY ENGINEER MAY REQUIRE TEMPORARY NONERODEABLE SWALES 800 227-2600 SAN SEVAINE ROAD-80' R/W ENTERING OR LEAVING IMPROVEMENTS. FONTANA WATER COMPANY N.T.S.0 not be responsible for any errors or omissions CRAWFORD CANYON MUTUAL WATER CO. ATTN.: MICHAEL J. McGRAW STA. 16+66.02 TO STA. 21+77.20 T.I.=6.5 which may be incorporated herein as a result 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL ATTN.: BILL VANDERKIEFT, JR. 8440 NUEVO AVENUE BEARINGS SHOWN ON THESE PLANS ARE BASED BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE (619) 868-6040 FONTANA CA. 92235 ON THE WEST LINE OF THE NORTHWEST QUARTER Gi•U•vs STA.30+48.38 TO STA. 35+00.00 OF SECTION 35, T1 N, R6W, SBM, AS SHOWN ON gffeaaN411.fflaCZNJ CITY OF FONTANA STANDARD DETAILS. (909) 822-2201 N.T.S. TRACT NO. 16046-1, M.B. 278/45, O.R. FAX: (909) 823-5046 I T°I°=6.5 BEING: N 0°12'46" E N PLANS PREPARED FOR REVISIONS Engineer CityPrepared By: CITY OF FONTANA CALIFORNIA g BENCHMARK Q ESS N 8 No. Approval Date: Approval Date:N .} :. ALLARD ENGINEERING R° '° ' N Underground Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Stratham Homes CALTRANS BENCHMARK NO. 8-17 �� �� J ��� �� STREET IMPROVEMENT PLANS n Civil Engineering - Land Surveying - Land Planning �� -9 2 NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: Nick Kahlon ``\ RECORD DRAWING ( 'SIo2/o5IA 90 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. v, �Q o Drawn By: Scale: „- ��E Y APPROVAL SHOWN HEREON AND CARRIED FORTH INA 8253 Sierra Avenue SAN SEVAINE ROAD I . • o °L, Cal: TOLL FfiEE 2201 Dupont Drive 343 N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN California 92335 w No. 36052 DBW/CGR AS NOTED o DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE P Fontana, REVISIONS TO THE PLANS TO BRING THEM INTO SEVAINE RD., IN SOUTH CONCRETE BASE OF 04-'06 ( I- CONFORMANCE WITH CONDITIONS AND STANDARDS Suite 300 A REMOVE CMP RISER AND CMP PIPE, CONSTRUCT LOCAL DEPRESSION RJA 3/27/02 g°S•e1, S.C.E. TOWER 19.5; 2.65 MI. W. ALONG n(909) 356-1815 Fax (909) 356-1795 or Exp. 6/30/2004 Designed By: Date: ����� 227_2600 IN EFFECT. Irvine, AND CATCH BASIN, CURB RETURN ACCESS RAMP, PERMANENT HIGHLAND AVE. FROM SIERRA AVE. /` s pgW TITLE �• T JULY 2002 4 C a. 9 2 612 STREET LIGHTS INSTALLED, ADD AND/OR REVISE CONSTRUCTION A"'j 4_ 'C ' az'P�of 7.34 • o Z >,q� C I V i k_ o��` o (9 9 833-1554 Raymond J. Allard, A.C.E. 36052 Date F Checked By: - ,�� i, Dwg. No. 1 TWO WORKING DAYS BEFORE YOU DIG CURBAND GUTTER RD CONSTRUCT EAST SIDE SAN SEVAINE ELEVATION 1428.6090 (expires 6/30/2004) °F CA1-� RD ' Approved..1117 CITY ENGINEER R.C.E. 51 1520 Z 2926 6 Filename: M:\DWG\12903\SAN-SEVAINE\SANSEV-SHT1.dwg