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Home My WebLink About2783-1' 23 IF EXISTING-- UTILITIES ^ OR ANY OTHER\FAC|L�|E5 CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR ___IMMEDIATELY. NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES |Wk�EONTELY / '_�-. - / � . / ' MONUMENT TIES OR BENCH / 24 N0 DISTURB EXISTING SURVEY MONUMENTS, / _ ___ __ - __'_ __ _ __ _ ___ __ _ — _ __ _ __ _ __ _ ' MARKS WITHOUT NOTIFICATION T0,THL CITY ENGINEER. ' 25 REMOVAL AND REP~` ~ENENT OF EXISfING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED {N|L ENGINEER OR LICENSED __-- - INDEX MAP ! 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 NTS � CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE \ � MONUMENT. � ' U ' ' 25 HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, N THE FIELD, THE �3AN �)LVAINL NUAU STORM DRAIN IMPROVEMENT PLANS NONE - w ]L - _ �� .� � �� / GENERAL NOTES -----�� AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT ENGINEER'S NOTICE TO CONTRACTORS: 27 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, SHEET NO. APPROVAL OF THE INSPECTOR. bi UMJFY COR THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED Uj K 2O ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION fr ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES UNLESS OTHERWISE NOTED. �| 0z NOT UM||Eu TO, GAS, /ELcrnumc' cLcC/n/C' CABLE /Eu-..".".., L"`D^"".",~, LANDSCAPE IRRIGATION,.. , MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE bi ` of 0 CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE 2 CONSTRUCTION PERM ITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION UTIUOY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE _ �i [ . FACILITIES. PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO � 8 AS–BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE COURSE OF CONSTRUCTION OF THIS WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT—OF—WAY WITHIN THE CITY LIMITS. SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ' FOR THE JOB SITE CONDITIONS DURING PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 'SHALL � � CALL (909) 350-7610. TRAFFIC ENGINEER.' A'ppLy CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE � 10 WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY - �1 3 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR WATER COMPANY FOR VALVE OPERATION AND WATER REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. � THE PERFORMANCE OF WORK ON THIS, PROJECT, EXCEPTING FOR LIABILITY ARISING SHALL COORDINATE WITH THE APPROPRIATE x 11 ^ T PRIOR TO PLACEMENT. APPROVED SOIL STER|LANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEk4EN . FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. l ' 12 ALL EXPOSED CONCRETE SURFACES,,SHALL CONFORM IN GRADE` COLOR AND FINISH TO MATCH CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT r 4 STATIONING REFERS TO THE CENTERILINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF VV0RK' " 13 5 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF i ^ DAD INSPECTED AND APPROVED. - ' 14 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE e AST ' KI nUTUDKAIKII�_n FDr)kA A\/All API f7 IMFnPKAATION i AVENUE ' 23 IF EXISTING-- UTILITIES ^ OR ANY OTHER\FAC|L�|E5 CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR ___IMMEDIATELY. NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES |Wk�EONTELY / '_�-. - / � . / ' MONUMENT TIES OR BENCH / 24 N0 DISTURB EXISTING SURVEY MONUMENTS, / _ ___ __ - __'_ __ _ __ _ ___ __ _ — _ __ _ __ _ __ _ ' MARKS WITHOUT NOTIFICATION T0,THL CITY ENGINEER. ' 25 REMOVAL AND REP~` ~ENENT OF EXISfING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED {N|L ENGINEER OR LICENSED __-- - INDEX MAP ! 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 NTS � CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE \ � MONUMENT. � ' U ' ' 25 HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, N THE FIELD, THE �3AN �)LVAINL NUAU STORM DRAIN IMPROVEMENT PLANS NONE - w ]L - _ �� .� � �� / 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 ENGINEER'S NOTICE TO CONTRACTORS: 27 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. II"_ Uj DWG. NO. 83 SHEET NO. APPROVAL OF THE INSPECTOR. bi UMJFY COR 7 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO K 2O GRADE BY THE PAVING -CONTRACTOR UPON COMPLETION OF PAVING. fr ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUT|ARY �| ` NOT UM||Eu TO, GAS, /ELcrnumc' cLcC/n/C' CABLE /Eu-..".".., L"`D^"".",~, LANDSCAPE IRRIGATION,.. , MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE bi ` DOMESTIC WATER' RECLAIMED WATER`SEWER, 8T0Rk4 DRAIN, FLOOD CONTROL AND CALTRANS. ALL i �r CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE | 29 UTIUOY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE _ �i [ . FACILITIES. 12+80.00 � 8 AS–BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE COURSE OF CONSTRUCTION OF THIS SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ' FOR THE JOB SITE CONDITIONS DURING PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 'SHALL � � TRAFFIC ENGINEER.' A'ppLy CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE � 10 WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY - �1 REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK"` THE CONTRACTOR SHALL IMMEDIATELY HARMLESS FROM, ANY AND ALL UAB|UTY, REAL OR ALLEGED IN CONNECTION WITH REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. � THE PERFORMANCE OF WORK ON THIS, PROJECT, EXCEPTING FOR LIABILITY ARISING x 11 ^ T PRIOR TO PLACEMENT. APPROVED SOIL STER|LANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEk4EN . FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. l ' 12 ALL EXPOSED CONCRETE SURFACES,,SHALL CONFORM IN GRADE` COLOR AND FINISH TO MATCH CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT r HIGHLAND EXISTING CONCRETE. � - ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF VV0RK' " 13 . - NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, - i ^ - INSPECTED AND APPROVED. - ' 14 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 i AVENUE REQUIREMENTS OF THE OK/|S|ON OF INDUSTRIAL SAFETY OF THE 3T/TE OF CALIFORNIA. TRENCHES LESS / THAN FIVE /5\ FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.' . �_ 15 THE CONTRACTOR SHALL ' ` ~OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE 0V|30N OF INDUSTRIAL SAFETY. ! 16 NO TRENCH BACKF|LL^3HALLTAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 17 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE ww DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT–OF–WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 18 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 18 i A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL^ BE RE–WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. - i i 20 ALL MATERIALS AN ` METHODS ARE SUBJECT TO THE APPROVAL OF THE *CITY ENGINEER. ` 21 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 / (� RKS AND CONSTRUCTION CONTROL STAKING DURING RESPONSIBLE FOR THE PRESERVATION OF BENMk�/\ CONSTRUCTION. , 22 ` ` ^ CARE SHOULD BE TAKEN -TO PREVENT GRADES, DITCHES, SWALES FROM UNDERMINING STREET � IMPROVEMENTS. UPON . INSPECTION OF THE SITE, THE CITY ENGINEER WAY REQUIRE TEMPORARY ' 8 NUN–ER0DEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. ' 23 IF EXISTING-- UTILITIES ^ OR ANY OTHER\FAC|L�|E5 CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR ___IMMEDIATELY. NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES |Wk�EONTELY / '_�-. - / � . / ' MONUMENT TIES OR BENCH / 24 N0 DISTURB EXISTING SURVEY MONUMENTS, / _ ___ __ - __'_ __ _ __ _ ___ __ _ — _ __ _ __ _ __ _ ' MARKS WITHOUT NOTIFICATION T0,THL CITY ENGINEER. ' 25 REMOVAL AND REP~` ~ENENT OF EXISfING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED {N|L ENGINEER OR LICENSED __-- - INDEX MAP ! 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 NTS � CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE \ � MONUMENT. � ' U ' ' 25 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES Al ALL //mE»' * �3AN �)LVAINL NUAU STORM DRAIN IMPROVEMENT PLANS NONE - w ]L - _ �� .� � �� / M|N|K4Uk4 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS -----�� ` AND EMERGENCY VEHICLES.PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: 27 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT–OF–WAY WITHOUT PRIOR ' DWG. NO. 83 SHEET NO. APPROVAL OF THE INSPECTOR. THE EX|SlANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES UMJFY COR DUNCAN SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO K 2O PRIOR TO CONSTRUCTION, N THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY fr ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUT|ARY �| DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS 3H0YVN ON THE PLANS. MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE bi of CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE | 29 Ln UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE _ �i [ ADEQUATE WATERING,AT ALL TIMES. 12+80.00 � FRONTAGE ROAD w THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE COURSE OF CONSTRUCTION OF THIS DESCRIBED IN THE "W.A]-'C.H. MANUAL", LATEST EDITION UNLESS OTHERWISEDIRECTED BY THE C|TY FOR THE JOB SITE CONDITIONS DURING PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 'SHALL � � ' 23 IF EXISTING-- UTILITIES ^ OR ANY OTHER\FAC|L�|E5 CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR ___IMMEDIATELY. NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES |Wk�EONTELY / '_�-. - / � . / ' MONUMENT TIES OR BENCH / 24 N0 DISTURB EXISTING SURVEY MONUMENTS, / _ ___ __ - __'_ __ _ __ _ ___ __ _ — _ __ _ __ _ __ _ ' MARKS WITHOUT NOTIFICATION T0,THL CITY ENGINEER. ' 25 REMOVAL AND REP~` ~ENENT OF EXISfING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED {N|L ENGINEER OR LICENSED __-- - INDEX MAP ! 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 NTS � CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE \ � MONUMENT. � ' U ' ' 25 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES Al ALL //mE»' * �3AN �)LVAINL NUAU STORM DRAIN IMPROVEMENT PLANS NONE - w ]L - _ �� .� � �� / M|N|K4Uk4 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS -----�� ` AND EMERGENCY VEHICLES.PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: 27 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT–OF–WAY WITHOUT PRIOR ' DWG. NO. 83 SHEET NO. APPROVAL OF THE INSPECTOR. THE EX|SlANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES DUNCAN SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO K 2O PRIOR TO CONSTRUCTION, N THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUT|ARY �| DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS 3H0YVN ON THE PLANS. MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE bi of CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE | 29 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE _ �i [ ADEQUATE WATERING,AT ALL TIMES. DRAWINGS. ' � 30 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL, POLICIES, METHODS AND PROCEDURES THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE COURSE OF CONSTRUCTION OF THIS DESCRIBED IN THE "W.A]-'C.H. MANUAL", LATEST EDITION UNLESS OTHERWISEDIRECTED BY THE C|TY FOR THE JOB SITE CONDITIONS DURING PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 'SHALL � � TRAFFIC ENGINEER.' A'ppLy CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE � ^ CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER �1 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, HARMLESS FROM, ANY AND ALL UAB|UTY, REAL OR ALLEGED IN CONNECTION WITH BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC THE PERFORMANCE OF WORK ON THIS, PROJECT, EXCEPTING FOR LIABILITY ARISING ENGINEER. ` � � � '� � FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ` 32 LL � E THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAINBARRICADES, BAR�|� ~ ' OEUNEATOR3 OR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT r HIGHLAND // o o OTHERTRAFFIC CONTROL DEVICES AT ALL T|K�ES. ' ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF VV0RK' 33 NO OPEN TRENCH SHALL BE ALLOWED AT THE ENO OF THE DAY WITHOUT PRIOR APPROVAL OF THE - COY ENGINEER. - ' Underground Service Alert CAU TOLL FREE 1-800 227-2600 �,70 WORKING DAYS BEFORE YOU DIG RECORD DRAWING THESE REC-01- 0 D'f-1,Ak9hNGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF IN!;:ORMAnON COWPILED AND FURNISHED UY CYrHFRS. Ti IE ENGINEER WILL NOT BE RESPONSI[BLE FOR ANY ERIiORS OR OMISSIONS WHICH HAVE BEEN INCOAPOHATED INTO THE DOCUMENTS AS 91 VICINITY MAP NTS CONSTRUCTION NOTES QUANTITIES Lg uumS/muC/ 5.5n65TO 78 RCP /n°nvSn"~. S..`"~^."°E . _. INSTALL.. .~ RCP. 190 LFCONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 320-1. 9 EA 570 LFINSTALL 66" RCP. CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. NO. 3,32-1. 7 EA _ ` INSTALL CMP RISER PER CALTRANS STD. NO. D39C 6 EA CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 322-1. 1 EA INSTALL 24" RCP. 164 LF INSTALL 60" 1500 LF -- ' ' l�J2 Lt M�CONSTRUCT JUNCTIION STRUCTURE PER APWA STD. NO. 33l 2.' o c* @ INSTALL 36" RCP. 1651 LF INSTALL TEMP END CAP 2 EA CONST. CATCH BASIN PER CITY OF 'FONTANA STD. 121, 2 EA ~~~ _ ��`INSTA4 LF 1,441)� PHASE �_-- ' ~~' -STA 12 + 80-00 UPSTREAM 00 LO «^-- ---- ---' '�-^~'- -- ' REFERENCE THE 199/ EU|||um ur A.r.W^m' STANDARD PLANS . RCE 25126 ^ .~ BENCH mm`n. U BASIS`OF BEARINGS:^KI�D C, C r, V THE BASIS OF BEARINGS FOR THIS MAP U C U U ly OF FO NU ANA CALIFORNIA Mmfi3z�°� � �v IS THE SOUTH LINE OF THE NORTHEAST TOWER LEG, 343' N/O HIGHLAND QUARTER OF SECTION 26, TOWNSHIP 1 AVE., 0.21 Mi. W/O SAN NORTH, RANGE 6 WEST SAN BERNARDINO SEVAINE RD., 2.65 MI W ALONG MERIDIAN, SHOWN AS N 89*37'36-W ON PUBLIC WORKS DEPARTMENT HIGHLAND AVE., FROM SIERRA AVE. A MAP FILED IN BOOK 88 PAGES 26 ELEVATION:___111Z�.6090 THROUGH 42, INCLUSIVE, OF SURVEY DRAWN BY: SCALE: RECORDS OF SAN BERNARDINO COUNTY. PREPARED IN THE OFFICE OF E SSI OF THE INLAND EMPIRE RANCHO CUCAMONGA, CA 91730 E* /V __0 PHONE (909) 948-1311 olv`1 �3AN �)LVAINL NUAU STORM DRAIN IMPROVEMENT PLANS NONE - w ]L - _ �� .� � �� / -----�� JOB NO. DWG. NO. 83 SHEET NO. U En»na APPROVAL DATE DUNCAN Ld bi of Of of Ld IJ SUMMIT AVENUE HIGHLAND AVENUE PROJECT LOCATION BASELINE AVENUE VICINITY MAP NTS CONSTRUCTION NOTES QUANTITIES Lg uumS/muC/ 5.5n65TO 78 RCP /n°nvSn"~. S..`"~^."°E . _. INSTALL.. .~ RCP. 190 LFCONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 320-1. 9 EA 570 LFINSTALL 66" RCP. CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. NO. 3,32-1. 7 EA _ ` INSTALL CMP RISER PER CALTRANS STD. NO. D39C 6 EA CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 322-1. 1 EA INSTALL 24" RCP. 164 LF INSTALL 60" 1500 LF -- ' ' l�J2 Lt M�CONSTRUCT JUNCTIION STRUCTURE PER APWA STD. NO. 33l 2.' o c* @ INSTALL 36" RCP. 1651 LF INSTALL TEMP END CAP 2 EA CONST. CATCH BASIN PER CITY OF 'FONTANA STD. 121, 2 EA ~~~ _ ��`INSTA4 LF 1,441)� PHASE �_-- ' ~~' -STA 12 + 80-00 UPSTREAM 00 LO «^-- ---- ---' '�-^~'- -- ' REFERENCE THE 199/ EU|||um ur A.r.W^m' STANDARD PLANS . RCE 25126 ^ .~ BENCH mm`n. U BASIS`OF BEARINGS:^KI�D C, C r, V THE BASIS OF BEARINGS FOR THIS MAP U C U U ly OF FO NU ANA CALIFORNIA Mmfi3z�°� � �v IS THE SOUTH LINE OF THE NORTHEAST TOWER LEG, 343' N/O HIGHLAND QUARTER OF SECTION 26, TOWNSHIP 1 AVE., 0.21 Mi. W/O SAN NORTH, RANGE 6 WEST SAN BERNARDINO SEVAINE RD., 2.65 MI W ALONG MERIDIAN, SHOWN AS N 89*37'36-W ON PUBLIC WORKS DEPARTMENT HIGHLAND AVE., FROM SIERRA AVE. A MAP FILED IN BOOK 88 PAGES 26 ELEVATION:___111Z�.6090 THROUGH 42, INCLUSIVE, OF SURVEY DRAWN BY: SCALE: RECORDS OF SAN BERNARDINO COUNTY. PREPARED IN THE OFFICE OF E SSI OF THE INLAND EMPIRE RANCHO CUCAMONGA, CA 91730 E* /V __0 PHONE (909) 948-1311 olv`1 �3AN �)LVAINL NUAU STORM DRAIN IMPROVEMENT PLANS NONE - w ]L - _ �� .� � �� / -----�� JOB NO. DWG. NO. 83 SHEET NO. U En»na APPROVAL DATE