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HomeMy WebLinkAbout2995-1GENERAL NOTES PERCENTAGE PASSING SIEVES 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION V.C.P. UNLESS OTHERWISE NOTED. 20-60 i 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT PRIOR APPROVAL OF THE CITY ENGINEER. DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE B PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING CITY ENGINEER. FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS :FROM ANYR - APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS OF TRAFFIC CONTROLS, LATEST NON—METRIC EDITION UNLESS OTHERWISE EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 DIRECTED BY THE CITY TRAFFIC ENGINEER. FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL CURB AT THE LOCATION OF THE SEWER LATERAL. TIMES. I I i PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN, 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE AND ALL AFFECTED AGENCIES IMMEDIATELY. CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. THE CITY ENGINEER MAY REQUIRE TEMPORARY NONERODEABLE SWALES 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR ENTERING OR LEAVING IMPROVEMENTS. OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN PRIOR TO PAVING OF STREETS. FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT GROUND MOVEMENT. PAVEMENT PRIOR TO PLACEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM OF PAVING. AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 38 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY ENGINEER. COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. C rTY OF FONTANA, UTILITY NOTIFICATION LIST 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER CITY OF FONTANA PACIFIC BELL CO. MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR ATTN.: CARLOS NAVARRO ATTN.: VIRGINIA BECKER SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE 8353 SIERRA AVENUE 3939 E. CORONADO STREET OPERATION AND WATER REQUIREMENTS. FONTANA, CA. 92335 ANAHEIM, CA. 92807 (909) 350-6632 (714) 666-5467 13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT ATTN.: DENNIS FREEMAN (800) 227-2600 14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 1981 W. LUGONIA AVENUE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE REDLANDS, CA. 92374 COMCAST ( CABLE TV ) PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE (909) 335-7547 ATTN.: JACK HAYES EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. ONTARIO, CA. 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY 909820-5598 — UNDERGROUND ATTN.: STEVE HOCK ENGINEER. 909 875-5100 — TRANSMISSION 1400 E. PHILLIPS BLVD. 213 637-1233 — PIPELINES ONTARIO, CA. 91766 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING 909 357-6223 — DISTRIBUTION (800) 422-4133 SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE 800 422-4133 BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY FONTANA WATER COMPANY 'MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION ATTN.: MICHAEL J. MCGRAW SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE 8440 NUEVO AVENUE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE FONTANA CA. 92235 ESTABLISHED FOR LATER REPLACEMENT OF TILE MONUMENT. (909) 822-2201 Fax: (909) 823-5046 17 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 CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT CONSTRUCTION NOTES OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT CITI yl OF F01`�N'TANA SEW E"2'20' e rLAIr 1 FORCENTER ---- // "VENUE Tal I "T NU". HIGHLAND CHANNEL MH #r6 x —w x 7 R A C 7 No, TRACT N n. WALNUT SIREET 241 PAP es i7i:000� TRACT NO. MH 010 11 1' ^ 0^1 1kl = 21 I �L+tDC�'i' � 26 EXISFTING _ F I / _-_ s ! I 3533 32 a1 30 29` `In MH TABLE: 200-1.2(A) i i i s 2 - 1 �-j 1--- 1 g i s I t ; -- F�U7UF?E �/�,J r C F--__ t t a , •�....._.__ __.._-FFAFfM ST��ir=�l___..__._..___-----� 7 a Lb i f 1 i 43 f 44 i 45 46 47 43 , -,-- -T----. , , , ' 1 1 L------ I ® ; , L-----\--- -- I I 14 I I i s i s� � 'r i`-'• � I i I ----- 2 29 30 31 i 32 i33sW Mfs i i C , i� I � , j �• I I 27 418 2 - ------ -- -------- i i i I I is � r---��-----�r--�--moi—== BASELINE AVENUE SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" - 444 THE CITY INSPECTOR. 3/4" 100 1/2" i � r 3/8" 20-60 i 0-15 3 0-5 ASTM C 131 TEST GRADING B i CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30) 42 ' EA. WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OFUNDERSIGNED SCALE: 1 " = 2' AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS :FROM ANYR - 14 HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF 40 DENSITY IS OBTAINED. CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 2024 L.F. UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR 39 ' NOT INDICATED ON THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH 5� INSTALL BACKWATER CHECK VALVE 3s I _--T----; '---�--- , PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, I i 37 ' I I i PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN, 3, INSPECTION OF THE SITE, 241 PAP es i7i:000� TRACT NO. MH 010 11 1' ^ 0^1 1kl = 21 I �L+tDC�'i' � 26 EXISFTING _ F I / _-_ s ! I 3533 32 a1 30 29` `In MH TABLE: 200-1.2(A) i i i s 2 - 1 �-j 1--- 1 g i s I t ; -- F�U7UF?E �/�,J r C F--__ t t a , •�....._.__ __.._-FFAFfM ST��ir=�l___..__._..___-----� 7 a Lb i f 1 i 43 f 44 i 45 46 47 43 , -,-- -T----. , , , ' 1 1 L------ I ® ; , L-----\--- -- I I 14 I I i s i s� � 'r i`-'• � I i I ----- 2 29 30 31 i 32 i33sW Mfs i i C , i� I � , j �• I I 27 418 2 - ------ -- -------- i i i I I is � r---��-----�r--�--moi—== BASELINE AVENUE SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" - 1" THE CITY INSPECTOR. 3/4" 100 1/2" 90-100 3/8" 20-60 N0.4 0-15 N0.8 0-5 ASTM C 131 TEST GRADING B ZEET Pro w z Q 0 eject Location 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 1" MIN 6 M 0MAX. 10" MAX. 6" MAX SIZE NATIVE SOIL, COMPACTED 90% 1 " MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% �'. N LI - 1/2- CRUSHED =1 STONE BEDDING r PER STD. SPECS.oFOR PUBLIC WORKS y ' CONSTRUCTION TABLE 200-1.2(A) SHOWN AT LEFT 8" VCP TYPICAL BEDDING FOR 8' VCP 10' OR DEEPER SCALE: 1 " = 2' --1------ -- -1 -------- _ -- I. _ spm' agPl �iE - � WAY -�2 �S - 12 j* - 1 1' 22 8 - 121 - 2 I Q OFEss O Q RE'"ORD DOCUMENT -------T-----'------ i------� - - - ---- - i- - -_ - - i GO S Hq y"9! i9 1 20 21 22 24 pJ�o t� Fy These Record DoeumetlttS based -� c� N i I I ° on information Mm Desagil MProfeSSiOrai > Id/or APN APN I I N0. 43976 m 228-121-00 22B-121-10 Exp. 6-30-09 w not be *bbreINDEX MAP sT� e10. away cA<+� C® SCALE: 1 "=200' s. 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 6" MIN. 10" MAX. 10" MAX. -- -, � i—iii—i i 1=1 6" MAX SIZE NATIVE -ij N SOIL, COMPACTED 90% „I 1 " MAX. SIZE SELECTED ,� DATE NATIVE BEDDING COMPACTED TO ')0% cVY z TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN - APPROVAL. 1�REMOVE EXISTING PLUG AND CLEANOUT f� 1 EA.UNDERGROUND STRUCTURES PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 1 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF 2 CONSTRUCT 48 PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 12 10 EA' ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS THE CITY INSPECTOR. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE (D_ 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE 8" VCP-� LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 1,980 1,980 L.F. LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30) ! 66 ' EA. WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OFUNDERSIGNED SCALE: 1 " = 2' AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS :FROM ANYR - HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 2024 L.F. UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR NOT INDICATED ON THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH 5� INSTALL BACKWATER CHECK VALVE 17 EA PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN, FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, AND ANY OTHER UTILITIES AND/OR STRUCTURES FOUND AT THE CONSTRUCTION SITE. THE CITY ENGINEER MAY REQUIRE TEMPORARY NONERODEABLE SWALES IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE ENTERING OR LEAVING IMPROVEMENTS. UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING WORK. 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. Underground SerV1Ce Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF FORr y Cans TOLL FIDE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 1-8W REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS 227-2600 IN EFFECT. TWO WORKING DAYS BEFORE YOU DIG PLANS PREPARED FOR YOUNG HOMES 10370 Trademark Street Rancho Cucamonga, Co. 91730 (909) 477-6715 M `=N a UNAUTHORIZED CHANGES AND USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ineer City BENCHMARK rovaI Date: Approval Date: B.M. #361, SPIKE IN NORTH FACE OF P.P. #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. r.>��w���llllllllllll�� ELETA­nO11,: 1365.01 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES w =1 - SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.a- -I THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, _I SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE II— OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER 8" VCP-� LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME - SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE - TYPICAL BEDDING FOR 8' VCP OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND LESS THAN 10' DEEP PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND 77 NOT BE LIMITED TO NORMAL WORKING HOURS; AND CONSTRUCTION CONTRACTOR FURTHER SCALE: 1 " = 2' AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS :FROM ANYR - AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.= - Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 356-1815 Fax (909) 356-1795 -O -Ile z David S. H er, A.C.E. 43976 Date (expires 6/30/2005) S HAM rye' MFS No, 43976 Exp, 6/30/05 9T CIVIL �� �F CALIF CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS Drawn By: Scale: WF FTRACT NO. ' 15 _2 Date: AS NOTED Designed By: DA April, 2002 Checked © Dwg. No. 1 Approved- CITY(Z DSH ENGIN R.C.E. 511525 5 riiename: M:\uwu\-iovuz\StwtK\SwK-I.uwu