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Home My WebLink About4757-1GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT 45 T R T IMPROV M NT PLANS 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 16299 FOOTHILL BLVD REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE: CITY ENGINEER FOR RESOLUTION. 0p 40 80 120, 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, SCALE: 1"=40' 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. �r 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 BY THE CITY TRAFFIC ENGINEER. ' E isE DIRECTED FOOTHILL BOULEVARD VICINITY MAP - - - - - - - - - - - - - - - - - - --- -_---- --- - - - - - - - - ---- - - . NTS. 4-rt- C'.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. THOMAS BROS. MAPS 2007 EDITION COORDINATES PAGE 604 At 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR EXIST &G ---------.___.-____-_---------- ----------- -- GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. .._. ��-------------- s. •.s ; : •. m 8. THE WALLS AND FACES OF ALL EXCAVATIONS; . ... .'..."<.'. ,� ,, I • GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY OWNER/DEVELOPMENT. SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE IV EXIST. R/W lex; ' Q DIVISION SUPERIOR HOMES, INC OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE 5 FEET SHALL ALSO BE GUARDED - O WHEN THE POTENTIAL EXISTS FOR GROUND SAFETY. 16299 FOOTHILL BOULEVARD „ , FONTANA, CA 92335 II I W PHONE. (900) 357- 7252 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE 1 PERMIT FOR THAT PURPOSE. J SITE ADDRESS: �� Il 10.THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HOWEVER, IT SHALL BE " W THE RESPONSIBILITY OF THEI, I 16299 FOOTHILL BLVD CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF .ANY � oo �; , � - EXISTING UTILITIES. AND TO EXERCISE 0 FONTANA, CA 92335 RC SE PROPER PRECAUTION TO AVOID DAMAGE THERE TO. THE CONTRACTOR SHALL pr Q CONTACT UNDERGROUND SERVICE ALERT AT 1- 800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ��o fl�fl Oflfl fl� �po fl�fl Oflfl LSO �[�hfo fl�fl Ofl Lfl W LEGAL DESCRIPTION T ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED T0, Q GAS, TELEPHONE. ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED v WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO PRIVATE ENGINEERS a [ InZ PARCEL 2 THAT PORTION OF LOT 654 C°�1I� I Q ACCORDING TO THE MAP SHOWING WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. NOTICE TO CONTRACTOR ', r; SUBDIVISION OF LAND BELONGING TO 12.THE CONTRACTOR SHALL NOT OPERATE S I #' W SEMI -TROPIC LAND AND WATER COMPANY IN � t ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE oo � "' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND I I J WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS � I 0 THE CITY OF STAT O COUNTY IA SAN `` I BERNARDINO, STATE OF CALIFORNIA. AS PER ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO a I k! I MAP RECORDED IN BOOK 11 PAGE 12 OF 13.:JRVE DATA RZ-FERS TO THE FACE OF CURB. THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING I i`, MAPS. IN THE OFFICE OF THE COUNTY UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE RECORDERS OF SAID COUNTY. 14.STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY _ - MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY w ;;I� 15.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 (' OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 1 r11 BASIS OF BEARING. 1! e I U r �„� BE:!CHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. PLANS. 'r' iI� T IEI THE BASIS OF BEARINGS FOR THIS SURVEY IS laPhlo OO JflpOflflp�� I� % ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING � ; , Ix L.� THE CENTERLINE OF, OLEADER AVE AS SHOWN 16.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHJUT WORK SHOWN ON OR RELATED TO THESE PLANS SHALL I� ON PARCEL MAP No.3147 RECORDS OF SAN PRIOR NOTIFICATION TO THE CITY ENGINEER. CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE" BERNARDINO COUNTY. BEING NO 15 01 W. PROVIDED A SAFE PLACE TO WORK AN 17.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENT D THE PUBLIC IS S, MONUMENT TIES AND PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER ORLICENSED LAND SURVEYOR. SURVL,( COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR LEGEND: SHALL NOTII- : THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS REGULATIONS OF THE U.S. DEPARTMENT OF LABOR, AND CAN BE ESTABLISHED WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL EXISTING FIRE HYDRANT FOR LATERREPLACEMENT OF THE MONUMENT. RELATIONS' "CONSTRUCTION SAFETY ORDERS". EXIST!NG DRAIN MANHOLE 18.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. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY ' EXISTING POWER POLE vv WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' INDEX MAP [ EXISTING WATER VALVULE 19.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH WATERING, AT ALL TIMES.SCALF• I =40 REG'_'LATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH - - � CENTER !INE THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL 20.ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. RELATIONS' "CONSTRUCTION SAFETY ORDERS". PROPERTY LINE 21.THE CGNTR.�. FOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD SILT OR DEBRIS TO BE. DEPOSITED ONTO COTC TCP OF CURB CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME - PUBLIC OP PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN SOLE AND COMPLETE RESPONSI3I1-IT FOR JOB SITE FL FLOW LINE APPRUv','.. CONDITIONS DURING THE COURSE OF CONSTRUCTION OF ,. 22.NO TRENCI-, BACKFILL H THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND BW BACK OF SIDC1n1AI !, SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. PROPERTY; THAT THIS REQUIREMENT SHALL APPLY BCR BEGIN CURB RETURN CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQ -.RED DENSITY - _ HOURS, 1ND THAT THE CONTRACTOR SHALL ��FEND, ECR END CURB RETURN SHALL REQUIRE RE WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. AN ID A ID HOLD THE OWNER %ND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED,DWY DRIVEWAY 24.C.ARE SHOULD r - L' THIS . � TAKEN TO PREVENT GRADES, CTTCHES, AND SWALES FROM UNDERMINING ST'- -'' IMPROVEMENTS. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS UPON INSPEC-,JN OF THE SATE, THE CITY ENGINEER MAY REQU RE TEMPORARY NON-ERODEABLE ")WALES ENTERING OR S FS FINISH SURFACE LEAVING 1��=riOVEMENTS. PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE � , SOLE NEGLIGE.CE OF THE OWNER JR ENGINEER. TG TOP OF GRATE 25.THE ,:)NAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF • C�IrSTRUCTION AND SHALL CONFORM TO THE CITUNAUTHORIZED CHANGE( OF FONTANA STANDARD DETAILS. S AND USES: 26.ALL �XPCSED CONCRETE SURFACES SHALLINDEX:. CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. CAUTION: THE ENGINEER PREPARING THESE PLANS WLL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, SHEET N0. DESCRIPTION 27.THE SE"4'1ER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER UNAUTHORIZED CHANGES TO OR USES OF THESE LATER PLANS. CONSTRUCTION NOTES. QUANTITY 1 - - INDEX MAP 28.NO CONCRETE SHALL BE PLACED VIJTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND 1 CONS 3UCT SIDEWALK PER S10. 1015 CITY OF FONTANA 3,348.27 SF NOTES.. O _f,?PROVED. CITY ACCEPTA14CE OF PLANS DOES NOT RELIEVE THE 0 .CONSTRUCT DRIVEWAY APPROACH PER STD 1002 CITY OF FONTANA (W=26.00) 163.77. SF 2 STREE. IMPROVEMENT PLAN & PROFILE ED,TESTED AND APPROVED PRIOR TO PAVING OF STREETS. DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION' 29.AL,- UNDERGROUND UTILITIES SHALL BE INSTALL " .� �_ OF ERRORS AND OMISSIONS DISCOVERED DURING O INSTALL NEW 4 CA..T IRON STORM DRAIN PIPE 14.15 LF 30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. CONSTRUCTION. UPON REQUEST OF THE CITY" ® CONSTRUCT 6 CURB AND GUTTER PER STD 1000 CITY OF FONTANA 20.50 LF INSPECTOR, THE REQUIRED PLAN REVISIONS SI -.ALL BE 31.""\'EMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY PROMPTLY SU MITT -'D TC THE CITY ENGINEE , FOR ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. REVIEW. CONSTRUCT!O CONTRACTOR AGREES THA I.. 32.ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FCR STRUCTURAL STREET SECTIONS SHALL ACCO. LANCE h ITH GENERALLY ACCEPT -7, CONSTRUCTION I" BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON PRACTICES CONSTRUCTION CONTRACT.jrl WLL BE COMPLETION OF ROUGH GRADING. REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE 33.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE COURSE OF CONSTRUCTION OF THE PROJECT, PAVING CONTRACTOR UPON COMPLETION OF PAVING. INCLUDING SAFETY OF ALL PERSONS AND, PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE' TO /,T PLY 34.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING BARRICADES AND OTHER CONTINOUSLY AND NOT BE LIMITED TO NORMA_ TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENe3INEER. WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, 1145EMNIFY AND HOLD 35.CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING SPRINKLERS AND SIDEWALKS DESIGN PROFESSIONAL HARMLESF FROM ANY AND ALL / SDE ALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. LIABILITY, REAL OR ALLEGED, rN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 36.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OFRECORD, WHO SHALL PROVIDE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF RECORD DRAWINGS TO THE CITY ENGINEER. DESIGN PROFESSIONAL ASP 06-024 BENCHMARK _ - C K 384 SHOULD CONSTRUCTIONCOF THE REQUIRED D CITY O F FO NTANA, C��LI FO R N �/� PK NAIL IN POWER POLE # 221589E AT T � F, M . IMPROVEMEN NOT COMMENCE WITHIN TWO �� , F o STREET IMPROVE NT PLS NORTHWEST CORNER OLEANDER AVE AND ��' 0 0 2 FOOTHILL BLVD ELEV. = 1304.51 YEARS OF THE DATE OF APPROVAL SHOWN HEREON �; A ZT, DRAWN BY:uj FOOTHILL BI VU SCALE: DIAL TWO w❑RKING AND CARRIED FORTH IN A DILIGENT MANINtR, THE = NO. C 66015 o o o r , O.C.FRC"1 3+80.41 T2 G+28.65 AS SI%CW BEFO �E O. AYS BEFORE / c * EXP. 6/30/10 �J CIVIL ENGINEERING DIVISION DESIGNED BY: OLEANDER AVE. DATE: CITY ENGINEER MAY REQUIRE REV I IGNS TO TI E s�` / - _ YOU DIG YOU DIG C C' \. ^`Q �iavK.4. :.STREET. SANBERNARDINO�CA.92405 C.C. FROM 138+56.91 TO 140+26.00 /�-�� 7 ¢L' (909) 881.6542 . FAX (909) 881-6400 PLANS TO BRING TH_M INTO CONFORMANCE WITH r �/; CHECKED BY: TOLL FREE 1-800-227-2600 - Fof F� C OR 1. ORENO R.C.E. APPROVED ter: / ? C„AV'!W; NO.: ' A PUBLIC SEhVICE BY UNDERGROUND SERVICE ALERT p �/��_ �l �/� c., REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ST/�.Nv:� ♦JJ IN EFFECT. SAL NO. C 66015 EYP. 06/30/10 DATE: 11/ v� � ��'� / 47 7 �Z H.M. CITY FPGIN R.C.E. F 1 152 DATE. MILL7R AVE. Li Q Q Q Li Q o V) w v Lu w -1 U 7) O FOOTHILL BLVD SITE PROJECT THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS LATEST NON -METRIC EDITION UNLESS OTHERWISE BY THE CITY TRAFFIC ENGINEER. ' E isE DIRECTED FOOTHILL BOULEVARD VICINITY MAP - - - - - - - - - - - - - - - - - - --- -_---- --- - - - - - - - - ---- - - . NTS. 4-rt- C'.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. THOMAS BROS. MAPS 2007 EDITION COORDINATES PAGE 604 At 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR EXIST &G ---------.___.-____-_---------- ----------- -- GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. .._. ��-------------- s. •.s ; : •. m 8. THE WALLS AND FACES OF ALL EXCAVATIONS; . ... .'..."<.'. ,� ,, I • GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY OWNER/DEVELOPMENT. SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE IV EXIST. R/W lex; ' Q DIVISION SUPERIOR HOMES, INC OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE 5 FEET SHALL ALSO BE GUARDED - O WHEN THE POTENTIAL EXISTS FOR GROUND SAFETY. 16299 FOOTHILL BOULEVARD „ , FONTANA, CA 92335 II I W PHONE. (900) 357- 7252 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE 1 PERMIT FOR THAT PURPOSE. J SITE ADDRESS: �� Il 10.THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HOWEVER, IT SHALL BE " W THE RESPONSIBILITY OF THEI, I 16299 FOOTHILL BLVD CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF .ANY � oo �; , � - EXISTING UTILITIES. AND TO EXERCISE 0 FONTANA, CA 92335 RC SE PROPER PRECAUTION TO AVOID DAMAGE THERE TO. THE CONTRACTOR SHALL pr Q CONTACT UNDERGROUND SERVICE ALERT AT 1- 800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ��o fl�fl Oflfl fl� �po fl�fl Oflfl LSO �[�hfo fl�fl Ofl Lfl W LEGAL DESCRIPTION T ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED T0, Q GAS, TELEPHONE. ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED v WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO PRIVATE ENGINEERS a [ InZ PARCEL 2 THAT PORTION OF LOT 654 C°�1I� I Q ACCORDING TO THE MAP SHOWING WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. NOTICE TO CONTRACTOR ', r; SUBDIVISION OF LAND BELONGING TO 12.THE CONTRACTOR SHALL NOT OPERATE S I #' W SEMI -TROPIC LAND AND WATER COMPANY IN � t ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE oo � "' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND I I J WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS � I 0 THE CITY OF STAT O COUNTY IA SAN `` I BERNARDINO, STATE OF CALIFORNIA. AS PER ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO a I k! I MAP RECORDED IN BOOK 11 PAGE 12 OF 13.:JRVE DATA RZ-FERS TO THE FACE OF CURB. THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING I i`, MAPS. IN THE OFFICE OF THE COUNTY UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE RECORDERS OF SAID COUNTY. 14.STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY _ - MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY w ;;I� 15.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 (' OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 1 r11 BASIS OF BEARING. 1! e I U r �„� BE:!CHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. PLANS. 'r' iI� T IEI THE BASIS OF BEARINGS FOR THIS SURVEY IS laPhlo OO JflpOflflp�� I� % ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING � ; , Ix L.� THE CENTERLINE OF, OLEADER AVE AS SHOWN 16.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHJUT WORK SHOWN ON OR RELATED TO THESE PLANS SHALL I� ON PARCEL MAP No.3147 RECORDS OF SAN PRIOR NOTIFICATION TO THE CITY ENGINEER. CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE" BERNARDINO COUNTY. BEING NO 15 01 W. PROVIDED A SAFE PLACE TO WORK AN 17.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENT D THE PUBLIC IS S, MONUMENT TIES AND PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER ORLICENSED LAND SURVEYOR. SURVL,( COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR LEGEND: SHALL NOTII- : THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS REGULATIONS OF THE U.S. DEPARTMENT OF LABOR, AND CAN BE ESTABLISHED WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL EXISTING FIRE HYDRANT FOR LATERREPLACEMENT OF THE MONUMENT. RELATIONS' "CONSTRUCTION SAFETY ORDERS". EXIST!NG DRAIN MANHOLE 18.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. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY ' EXISTING POWER POLE vv WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' INDEX MAP [ EXISTING WATER VALVULE 19.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH WATERING, AT ALL TIMES.SCALF• I =40 REG'_'LATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH - - � CENTER !INE THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL 20.ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. RELATIONS' "CONSTRUCTION SAFETY ORDERS". PROPERTY LINE 21.THE CGNTR.�. FOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD SILT OR DEBRIS TO BE. DEPOSITED ONTO COTC TCP OF CURB CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME - PUBLIC OP PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN SOLE AND COMPLETE RESPONSI3I1-IT FOR JOB SITE FL FLOW LINE APPRUv','.. CONDITIONS DURING THE COURSE OF CONSTRUCTION OF ,. 22.NO TRENCI-, BACKFILL H THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND BW BACK OF SIDC1n1AI !, SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. PROPERTY; THAT THIS REQUIREMENT SHALL APPLY BCR BEGIN CURB RETURN CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQ -.RED DENSITY - _ HOURS, 1ND THAT THE CONTRACTOR SHALL ��FEND, ECR END CURB RETURN SHALL REQUIRE RE WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. AN ID A ID HOLD THE OWNER %ND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED,DWY DRIVEWAY 24.C.ARE SHOULD r - L' THIS . � TAKEN TO PREVENT GRADES, CTTCHES, AND SWALES FROM UNDERMINING ST'- -'' IMPROVEMENTS. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS UPON INSPEC-,JN OF THE SATE, THE CITY ENGINEER MAY REQU RE TEMPORARY NON-ERODEABLE ")WALES ENTERING OR S FS FINISH SURFACE LEAVING 1��=riOVEMENTS. PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE � , SOLE NEGLIGE.CE OF THE OWNER JR ENGINEER. TG TOP OF GRATE 25.THE ,:)NAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF • C�IrSTRUCTION AND SHALL CONFORM TO THE CITUNAUTHORIZED CHANGE( OF FONTANA STANDARD DETAILS. S AND USES: 26.ALL �XPCSED CONCRETE SURFACES SHALLINDEX:. CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. CAUTION: THE ENGINEER PREPARING THESE PLANS WLL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, SHEET N0. DESCRIPTION 27.THE SE"4'1ER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER UNAUTHORIZED CHANGES TO OR USES OF THESE LATER PLANS. CONSTRUCTION NOTES. QUANTITY 1 - - INDEX MAP 28.NO CONCRETE SHALL BE PLACED VIJTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND 1 CONS 3UCT SIDEWALK PER S10. 1015 CITY OF FONTANA 3,348.27 SF NOTES.. O _f,?PROVED. CITY ACCEPTA14CE OF PLANS DOES NOT RELIEVE THE 0 .CONSTRUCT DRIVEWAY APPROACH PER STD 1002 CITY OF FONTANA (W=26.00) 163.77. SF 2 STREE. IMPROVEMENT PLAN & PROFILE ED,TESTED AND APPROVED PRIOR TO PAVING OF STREETS. DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION' 29.AL,- UNDERGROUND UTILITIES SHALL BE INSTALL " .� �_ OF ERRORS AND OMISSIONS DISCOVERED DURING O INSTALL NEW 4 CA..T IRON STORM DRAIN PIPE 14.15 LF 30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. CONSTRUCTION. UPON REQUEST OF THE CITY" ® CONSTRUCT 6 CURB AND GUTTER PER STD 1000 CITY OF FONTANA 20.50 LF INSPECTOR, THE REQUIRED PLAN REVISIONS SI -.ALL BE 31.""\'EMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY PROMPTLY SU MITT -'D TC THE CITY ENGINEE , FOR ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. REVIEW. CONSTRUCT!O CONTRACTOR AGREES THA I.. 32.ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FCR STRUCTURAL STREET SECTIONS SHALL ACCO. LANCE h ITH GENERALLY ACCEPT -7, CONSTRUCTION I" BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON PRACTICES CONSTRUCTION CONTRACT.jrl WLL BE COMPLETION OF ROUGH GRADING. REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE 33.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE COURSE OF CONSTRUCTION OF THE PROJECT, PAVING CONTRACTOR UPON COMPLETION OF PAVING. INCLUDING SAFETY OF ALL PERSONS AND, PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE' TO /,T PLY 34.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING BARRICADES AND OTHER CONTINOUSLY AND NOT BE LIMITED TO NORMA_ TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENe3INEER. WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, 1145EMNIFY AND HOLD 35.CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING SPRINKLERS AND SIDEWALKS DESIGN PROFESSIONAL HARMLESF FROM ANY AND ALL / SDE ALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. LIABILITY, REAL OR ALLEGED, rN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 36.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OFRECORD, WHO SHALL PROVIDE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF RECORD DRAWINGS TO THE CITY ENGINEER. DESIGN PROFESSIONAL ASP 06-024 BENCHMARK _ - C K 384 SHOULD CONSTRUCTIONCOF THE REQUIRED D CITY O F FO NTANA, C��LI FO R N �/� PK NAIL IN POWER POLE # 221589E AT T � F, M . IMPROVEMEN NOT COMMENCE WITHIN TWO �� , F o STREET IMPROVE NT PLS NORTHWEST CORNER OLEANDER AVE AND ��' 0 0 2 FOOTHILL BLVD ELEV. = 1304.51 YEARS OF THE DATE OF APPROVAL SHOWN HEREON �; A ZT, DRAWN BY:uj FOOTHILL BI VU SCALE: DIAL TWO w❑RKING AND CARRIED FORTH IN A DILIGENT MANINtR, THE = NO. C 66015 o o o r , O.C.FRC"1 3+80.41 T2 G+28.65 AS SI%CW BEFO �E O. AYS BEFORE / c * EXP. 6/30/10 �J CIVIL ENGINEERING DIVISION DESIGNED BY: OLEANDER AVE. DATE: CITY ENGINEER MAY REQUIRE REV I IGNS TO TI E s�` / - _ YOU DIG YOU DIG C C' \. ^`Q �iavK.4. :.STREET. SANBERNARDINO�CA.92405 C.C. FROM 138+56.91 TO 140+26.00 /�-�� 7 ¢L' (909) 881.6542 . FAX (909) 881-6400 PLANS TO BRING TH_M INTO CONFORMANCE WITH r �/; CHECKED BY: TOLL FREE 1-800-227-2600 - Fof F� C OR 1. ORENO R.C.E. APPROVED ter: / ? C„AV'!W; NO.: ' A PUBLIC SEhVICE BY UNDERGROUND SERVICE ALERT p �/��_ �l �/� c., REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ST/�.Nv:� ♦JJ IN EFFECT. SAL NO. C 66015 EYP. 06/30/10 DATE: 11/ v� � ��'� / 47 7 �Z H.M. CITY FPGIN R.C.E. F 1 152 DATE.