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Home My WebLink About2806-1GENERAL NOTES: FONTANA AUTO MALL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) IN EFFECT AS OF THE APPROVAL DATE OF THESE PLANS. OFFSITE SEWER PLANS FOR 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CIN LIMITS. 3. THE SEWER CONTRACTOR SHALL CHISEL AN "S" ON THE CURB AT THE LOCATION OF EACH LATERAL. PARCEL N4AP 14518 4. ALL VCP SHALL BE EXTRA STRENGTH. 5. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADE. 6. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE � OR POWER POLES; WATER METERS, VALVES, HYDRANTS, IRRIGATION IN THE CITY OF FONTANA RDA STRUCTURES ETC., SHOWN OR NOT SHOWN ON THESE PLANS AND LOCATED CONSTRUCTION NOTES &QUANTITY ESTIMATES WITHIN AREAS TO BE IMPROVED, AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 7. ALL STATIONING IS ALONG SEWER CENTERLINE. B. AN INSPECTION IS TO BE CALLED FOR THROUGH THE CIN OF FONTANA AT LEAST "24" HOURS PRIOR TO THE START OF WORK. (909) 350-7610 9. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS IMMEDIATELY. 10. ALL UTILITIES SHALL BE CONSTRUCTED, TESTED, APPROVED AND BACKFILLED TO THE SATISFACTION OF AND CERTIFIED BY THE SOILS ENGINEER PRIOR TO ANY PAVING. 11. THE ENGINEER SHALL CHECK-OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -BUILT" REDLINE PLAN PROVIDED BY CONTRACTOR TO CREATE RECORD DRAWING BEFORE ACCEPTANCE OF THE SEWER SYSTEM. 12. ALL JOINTS IN MANHOLES TO BE GROUTED. 13. ALL POTHOLING SHALL BE PREAPPROVED IN WRITING BY CIN ENGINEER PRIOR TO COMMENCEMENT OF ANY WORK. 14. CALTRANS ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN OR NEAR THE STATE RIGHT OF WAY. 15. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE LATEST STATE STANDARD PLANS &SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER THAN STATE STANDARDS MUST BE PRE -APPROVED AND JUSTIFIED) 16. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. 17. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, OR AS DIRECTED BY THE STATE'S REPRESENTATIVE). THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CAL TRANS CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE BECOME CLUTTERED WITH DEBRIS NOTE: QUANTITIES SHOWN ARE FOR BOND PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS AND/OR SILT AS A RESULT OF, OR CAUSED BY, THE CONSTRUCTION OWN ESTIMATE FOR BIDDING. PROJECT. 18. ACCESS CONTROL ON THE FREEWAY WILL BE MAINTAINED AT ALL TIMES, I.E., THE WORK INSIDE THE STATE RIGHT OF WAY MUST BE FENCED OFF WITH NO ACCESS TO THE WORK AREA FROM THE FREEWAY.SEE ADDITIONAL �� \\/�:.- ' ` - �� 19. NO FREEWAY RAMPS OR FREEWAY LANES MAY BE CLOSED OR OBSTRUCTED NOTE 5 BELOW \// : ::/ AT ANYTIME UNLESS SPECIFICALLY ALLOWED PER THE ENCROACHMENT U= wN \ NATIVE OR IMPORTED BACKFILL � \ PERMIT AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. z zW y� . / \/ 20. RELOCATED TO FACILITATE THE CONSTRUCTION OF THIS w o �/\� BROUGHTAT UP� N SLIFTS OPTION AND 0 BE ALL FENCE RELOC E _ \ \ /' - :- � COMPACTED PER SPECIFICATIONS /� PROJECT INSIDE THE STATE RIGHT OF WAY SHALL BE REPLACED WITH V. \\/ \� N \\/ TYPE CL -6 FENCE AS SHOWN IN THE STATES STANDARD PLANS OR z r // /� ONE SACK SLURRY TO WITH A REINFORCED CONCRETE BLOCK WALL IN ACCORDANCE WITH %� : - : \\/ UNDISTURBED SOIL \/\i ACCEPTABLE LOCAL AGENCY STANDARDS. /\ " SEE ADDITIONAL NOTE 5 BELOW - ,�\_ Q , 1 /2 CRUSHED STONE B EDDINC� o �/� : Q\ / PER STD. SPECS OR PUBLIC o \, Q\ /\ VR 2" CRUSHED STONE BEDDING 21. WHERE TYPE CL -6 FENCE DOES NOT EXIST, THE STATE RIGHT OF WAY O WORKS CONSTR�I�TION (SE� \ //TABLE 200-1.2((A HEREON M o �/. O STD. SPECS FOR PUBLIC FENCE MUST BE UPGRADED TO TYPE CL -6 FENCE, AS SHOWN IN THE - `r- - \� - - -PIPE SUBGRADE � ' \ WORKS BEN5 200N 1 R TIONR�SE STANDARD PLANS. W DTH*% /\� X WJ,DTH 22. ALL STATE DRAINAGE STRUCTURES/CHANNELS MUST FIRST BE _ PIPE FOUNDATION - /\ COMPLETELY CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR W i\\i\\.- w �i�\ PRIOR FU MAKING THECONNECTION. SM- - - - _ FOR UNSTABLE SOIL CONDITION a - - - --FOR UNSTABLE SCONDITION N SEE NOTE 4 BELOW 23. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED * 1" TO 1.5" MAX. GRAVEL * SEE NOTE 1 BELOW SEE NOTE 4 BELOW OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND SEE NOTE 1 BELOW AS DIRECTED co PIPE BASE PIPE BASE PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYORS ACT.) C:) 6" MIN. FOR PIPES 12" AND LARGER 6" MIN. FOR PIPES 12" AND LARGER 24. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE INrn 4" MIN. FOR PIPES 10" OR SMALLER PER SSPWC 306-1.2.1 4" MIN. FOR PIPES 10" OR SMALLER PER SSPWC 306-1.2.1 Z U CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, : 3 PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, _ Ln TYPICAL NORMAL BEDDING OVERWIDTH BEDDING U HIVU II"It JF'tI.INL F'KVVIJIVIV J. ALL 1"'HVLMLIVI MHIIVtaJ JI'1HLL 6C THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS.�a CITY STD. AND TRENCH DETAILS NO. DESCRIPTION DWG. NO. UNIT QUANTITY 1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. FIELD BY THE STATES REPRESENTATIVE. LF 1775 G>_ CONSTRUCT 48" DIA. PRECAST CONC. MANHOLE 112 EACH 8 PER CITY OF FONTANA STD. DETAIL 112 THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE SEE DETAIL 1 ON SHEET 1 STARTING WORK. BY THE CONTRACTOR. 1. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CLIENT AND 3 JOIN EXISTING MANHOLE ASL CONSULTING ENGINEERS, ITS EMPLOYEES, OFFICERS, OR AGENTS, EACH 3 4 CONSTRUCT 6" V.C.P. LATERAL OR RELATED TO, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND LF 35 5 CONSTRUCT SEWER TERMINAL CLEANOUT DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE EACH 1 PER CITY OF FONTANA STD DETAIL 128 SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY THE 1. TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE 6 CONSTRUCT 6" CLEANOUT PER CITY OF 125, 125A EACH 0 FONTANA STD. DETAIL 125 WITH CLEANOUT BOX AGREES TO INDEMNIFY, DEFEND, HOLD HARMLESS THE OWNER, ENGINEER 28. ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE PER CITY OF FONTANA STD. DETAIL 125A OR BELL PLUS 16" FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL 7 POTHOLE (SEE GENERAL NOTE NO 13) 8 MAX. EACH SIDE OF PIPE. EACH 0 8 SCARIFY EXISTING GROUND TO A MINIMUM OR PASSIVE, OF OWNER, ENGINEER, THEIR PARENT AND SUBSIDIARY SF 19,91 Q DEPTH OF 12" AND RECOMPACT NATIVE TO THE SOLE NEGLIGENCE OF OWNER, ENGINEER, THEIR PARENT OR SUBSIDIARY X COMPANIES AND THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT 90% COMPACTION. PERMITTED BY LAW. SUCH INDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS ACTIONS OR LIABILITY FOR INJURIES DEATH r) DAMAGES 9 REGRADE EXIST. GROUND TO PROVIDE MINIMUM EXCAVATION. SF 1500 4' COVER OVER NEW SEWER MAIN. ONE GTE PLACE I . 10 CONSTRUCT 6" EXTRA STRENGTH VCP STUB. LF 35 (5' TYPICAL) SOUTHERN CAL�ORNN/1 GAS CO. THOUSAND OAKS, CA (g05) 372-6000 These documents have been prepared for a specific project and shall neither be altered nor p P P p � 11 INSTALL VCP STOPPER TO ALLOW FOR INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. EACH 9 FUTURE REMOVAL. COMCAST P.O.BOX 3003 RESPONSIBLE FOR THE COST OF CAL TRANS CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE BECOME CLUTTERED WITH DEBRIS NOTE: QUANTITIES SHOWN ARE FOR BOND PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS AND/OR SILT AS A RESULT OF, OR CAUSED BY, THE CONSTRUCTION OWN ESTIMATE FOR BIDDING. PROJECT. 18. ACCESS CONTROL ON THE FREEWAY WILL BE MAINTAINED AT ALL TIMES, I.E., THE WORK INSIDE THE STATE RIGHT OF WAY MUST BE FENCED OFF WITH NO ACCESS TO THE WORK AREA FROM THE FREEWAY.SEE ADDITIONAL �� \\/�:.- ' ` - �� 19. NO FREEWAY RAMPS OR FREEWAY LANES MAY BE CLOSED OR OBSTRUCTED NOTE 5 BELOW \// : ::/ AT ANYTIME UNLESS SPECIFICALLY ALLOWED PER THE ENCROACHMENT U= wN \ NATIVE OR IMPORTED BACKFILL � \ PERMIT AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. z zW y� . / \/ 20. RELOCATED TO FACILITATE THE CONSTRUCTION OF THIS w o �/\� BROUGHTAT UP� N SLIFTS OPTION AND 0 BE ALL FENCE RELOC E _ \ \ /' - :- � COMPACTED PER SPECIFICATIONS /� PROJECT INSIDE THE STATE RIGHT OF WAY SHALL BE REPLACED WITH V. \\/ \� N \\/ TYPE CL -6 FENCE AS SHOWN IN THE STATES STANDARD PLANS OR z r // /� ONE SACK SLURRY TO WITH A REINFORCED CONCRETE BLOCK WALL IN ACCORDANCE WITH %� : - : \\/ UNDISTURBED SOIL \/\i ACCEPTABLE LOCAL AGENCY STANDARDS. /\ " SEE ADDITIONAL NOTE 5 BELOW - ,�\_ Q , 1 /2 CRUSHED STONE B EDDINC� o �/� : Q\ / PER STD. SPECS OR PUBLIC o \, Q\ /\ VR 2" CRUSHED STONE BEDDING 21. WHERE TYPE CL -6 FENCE DOES NOT EXIST, THE STATE RIGHT OF WAY O WORKS CONSTR�I�TION (SE� \ //TABLE 200-1.2((A HEREON M o �/. O STD. SPECS FOR PUBLIC FENCE MUST BE UPGRADED TO TYPE CL -6 FENCE, AS SHOWN IN THE - `r- - \� - - -PIPE SUBGRADE � ' \ WORKS BEN5 200N 1 R TIONR�SE STANDARD PLANS. W DTH*% /\� X WJ,DTH 22. ALL STATE DRAINAGE STRUCTURES/CHANNELS MUST FIRST BE _ PIPE FOUNDATION - /\ COMPLETELY CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR W i\\i\\.- w �i�\ PRIOR FU MAKING THECONNECTION. SM- - - - _ FOR UNSTABLE SOIL CONDITION a - - - --FOR UNSTABLE SCONDITION N SEE NOTE 4 BELOW 23. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED * 1" TO 1.5" MAX. GRAVEL * SEE NOTE 1 BELOW SEE NOTE 4 BELOW OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND SEE NOTE 1 BELOW AS DIRECTED co PIPE BASE PIPE BASE PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYORS ACT.) C:) 6" MIN. FOR PIPES 12" AND LARGER 6" MIN. FOR PIPES 12" AND LARGER 24. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE INrn 4" MIN. FOR PIPES 10" OR SMALLER PER SSPWC 306-1.2.1 4" MIN. FOR PIPES 10" OR SMALLER PER SSPWC 306-1.2.1 Z U CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, : 3 PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, _ Ln TYPICAL NORMAL BEDDING OVERWIDTH BEDDING U SCHEDULE OF DRAWINGS, SHE SHEET TITLE 1 TITLE SHEET 2 SEWER PLAN STA. 10+02.79 TO 19+00.00 3 SEWER PLAN STA. 19+00.00 TO 29+00.00 4 SEWER PLAN- CATAWBA AVENUE VALLEY FREE WAY 10 5 MILES TO RANCHO CUCAMONGA INTERSTATE 15 SITE a BOULEVARD VICINITY MAP N.T.S. 25' CONSTRUCTION EASEMENT EASEMENT LIMITS EXISTING GROUND FOR MANHOLES TABLE 200-1.2(A) SIEVE SIZE HIVU II"It JF'tI.INL F'KVVIJIVIV J. ALL 1"'HVLMLIVI MHIIVtaJ JI'1HLL 6C THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS.�a Z V.C.P. PIPE BEDDING AND TRENCH DETAILS 25. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 90-100 4NO82 FIELD BY THE STATES REPRESENTATIVE. N.T.S. -SEE CITY STD DWG NO. 131 FOR 26. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON COMPLETE DETAIL & NOTES LEGEND: THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. BY THE CONTRACTOR. 1. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CLIENT AND \\ ASL CONSULTING ENGINEERS, ITS EMPLOYEES, OFFICERS, OR AGENTS, 27. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED TRENCH DETAtL NOTES: OR RELATED TO, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND PER R S 70/39 BEING N 89'23"47"E ATTORNEY'S FEES, RESULTING FROM INTERFERENCE WITH, INTERRUPTION OF, BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE WIDTH SPECIFIED ABOVE. CAUSED TO SUBSURFACE INSTALLATION, WHICH IS UNFORSEEN AND COMPACTED BACKFILL SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY THE 1. TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE SHALL BE MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES. STATES REPRESENTATIVE. WITHIN THE FOLLOWING LIMITS FOR NORMAL BEDDING: AGREES TO INDEMNIFY, DEFEND, HOLD HARMLESS THE OWNER, ENGINEER 28. ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE (A) MAXIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 16" FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL PROTECTED AND/OR REPLACED IN-KIND ACCORDING TO THE CURRENT 8 MAX. EACH SIDE OF PIPE. 2191 E. BIRCH STREET EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLEGENCE, ACTIVE OR PASSIVE, OF OWNER, ENGINEER, THEIR PARENT AND SUBSIDIARY (B) MINIMUM TRENCH WIDTH: O.D. PIPE OR BELL PLUS 12" SCHEDULE OF DRAWINGS, SHE SHEET TITLE 1 TITLE SHEET 2 SEWER PLAN STA. 10+02.79 TO 19+00.00 3 SEWER PLAN STA. 19+00.00 TO 29+00.00 4 SEWER PLAN- CATAWBA AVENUE VALLEY FREE WAY 10 5 MILES TO RANCHO CUCAMONGA INTERSTATE 15 SITE a BOULEVARD VICINITY MAP N.T.S. 25' CONSTRUCTION EASEMENT EASEMENT LIMITS EXISTING GROUND FOR MANHOLES TABLE 200-1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2 - 1 THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR 3/4100 STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 90-100 4NO82 20-604 0-1 N0. 8 0-5 ASTM C 131 TEST GRADING B ca M cc It - 7.5 9 - 7.5' 12" FREEWAY 1 9 MILES TO SAN BERNARDINO INTERSTATE 215 7.5' W a CIN OF COUNTY OF SAN BERNARDINO FONTANA STREET C/L VALLEY BLVD. AUTO CENTER PLACE SEWER LINE "B" STREET C/L CITY OF FONTANA 0 0 ry �z � m J fn I 1n SEWER LINE "A" M'H'�j12 � � M.H.#10 � T- W $ M.H.�9 �� M.H.#11 > CL � � M.H.#8 t M.H.#7 fn M.H.#1 M.H.#2 � M.H.#5 GHEE? 3 M.H.�3 �I.H.�4 �H.#6 � � � � � EXISTING ONSITE SEWER U SHEET 2 - � � INDEX MAP `EGEW. MANHOLE RIMS TO BE PLACED 6" ABOVE EXISTING GROUND OCCURING AFTER COMPLETION OF THE PROJECT, AS WELL AS DURING THE TO MINIMIZE INFILTRATION INTO SYSTEM. WORK'S PROGRESS CONTRACTOR FURTHER AGREES THAT IT SHALL 6" ACCOMPLISH THE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. 3. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND \\\ ALL UNDERGROUND UTILITIES. Ykvlm AWINGS 4. AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION TO NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO DETAIL 1 The Recor swings have been prepared based on informatior! COMMENCING WORK. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH 8sub i##ed, in , by others. While this information is believed to NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION S � retia , ASL Gonsu�tirt!g Engineers is nat responsib4e for its accura��.� ; To EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS EXPIRE WITHIN N.T. 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING EXCAVATION nor f r arrors or omissions which may have been incorporated in" SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR MORE y.,A plans as a result. INFORMATION, YOU CAN CONTACT THE LOCAL REGIONAL INFORMATION CENTER. TELEPHONE.* STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE STATE. N.T.S. CITY/COUNTY LIMITS 6" MIN. EACH SIDE OF PIPE. NOTICE TO CONTRACTORS AT LEAST TWO THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR BASIS OF BEARINGS STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. E. CORONADO STREET 2ND FLOdR THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES LEGEND: OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. EARTH //\//\//\/ 1. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CLIENT AND \\ ASL CONSULTING ENGINEERS, ITS EMPLOYEES, OFFICERS, OR AGENTS, SEWER HARMLESS AGAINTS ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, CRUSHED ROCK OR RELATED TO, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND PER R S 70/39 BEING N 89'23"47"E ATTORNEY'S FEES, RESULTING FROM INTERFERENCE WITH, INTERRUPTION OF, t. DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE WIDTH SPECIFIED ABOVE. CAUSED TO SUBSURFACE INSTALLATION, WHICH IS UNFORSEEN AND COMPACTED BACKFILL DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLEGENCE OR WILLFUL MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES. 2. BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND SAN GABRIEL VALLEY WATER COMPANY (SGVWD) AGREES TO INDEMNIFY, DEFEND, HOLD HARMLESS THE OWNER, ENGINEER (HEREINAFTER ASL CONSULTING ENGINEERS), THEIR PARENT AND SUBSIDIARY COMPANIES, AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES 3. FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL FONTANA, CA 92335 DEATH REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR 2191 E. BIRCH STREET EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLEGENCE, ACTIVE OR PASSIVE, OF OWNER, ENGINEER, THEIR PARENT AND SUBSIDIARY CALTRANS R/W COMPANIES, AS WELL AS THEIR AGENTS AND EMPLOYEES, EXCEPTING ONLY EXIST. FENCE TO BE PROTECTED IN PLACE THE SOLE NEGLIGENCE OF OWNER, ENGINEER, THEIR PARENT OR SUBSIDIARY X COMPANIES AND THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT ENGINEERING DEPARTMENT _ PERMITTED BY LAW. SUCH INDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS ACTIONS OR LIABILITY FOR INJURIES DEATH r) DAMAGES MANHOLE RIMS TO BE PLACED 6" ABOVE EXISTING GROUND OCCURING AFTER COMPLETION OF THE PROJECT, AS WELL AS DURING THE TO MINIMIZE INFILTRATION INTO SYSTEM. WORK'S PROGRESS CONTRACTOR FURTHER AGREES THAT IT SHALL 6" ACCOMPLISH THE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. 3. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND \\\ ALL UNDERGROUND UTILITIES. Ykvlm AWINGS 4. AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION TO NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO DETAIL 1 The Recor swings have been prepared based on informatior! COMMENCING WORK. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH 8sub i##ed, in , by others. While this information is believed to NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION S � retia , ASL Gonsu�tirt!g Engineers is nat responsib4e for its accura��.� ; To EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS EXPIRE WITHIN N.T. 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING EXCAVATION nor f r arrors or omissions which may have been incorporated in" SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR MORE y.,A plans as a result. INFORMATION, YOU CAN CONTACT THE LOCAL REGIONAL INFORMATION CENTER. TELEPHONE.* STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE STATE. FREE 6" MIN. EACH SIDE OF PIPE. UTILITY NOTIFICATIONS,3939 AT LEAST TWO PACIFIC BELL BASIS OF BEARINGS DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA E. CORONADO STREET 2ND FLOdR 29. LOCAL AGENCY (CITY, COUNTY, ETC.) STANDARDS WILL BE PERMITTED 2. OVERWIDTH BEDDING SHALL BE USED WHERE THE TRENCH WIDTHANAHEIM, CA 92807 BASIS OF BEARINGS: THE CENTERLINE OF IMPROVEMENTS FOR VALLEY BOULEVARD IN THE STATE RIGHT OF WAY ONLY IF THEY EXCEED STATE STANDARDS AT THE UPPER LIMIT OF THE PIPE ZONE EXCEEDS THE MAXIMUM SEWER WATEFt GAS: ATTN: JOEL B. DINNAUER, JR. PER R S 70/39 BEING N 89'23"47"E AND ARE APPROVED PRIOR TO PERMIT ISSUANCE. WIDTH SPECIFIED ABOVE. CITY OF FONTANA FONTANA WATER COMPANY - OWNED BY SOUTHERN CALIFORNIA GAS COMPANY (714) 666-5534 8353 SIERRA AVENUE SAN GABRIEL VALLEY WATER COMPANY (SGVWD) TRANSMISSION DIVISION 30. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET 3. OVERWIDTH BEDDING -MAXIMUM TO BE DETERMINED IN THE FIELD FONTANA, CA 92335 P.O. BOX 6010 2191 E. BIRCH STREET GENERAL TELEPHONE IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, BY THE CITY REPRESENTATIVE ON THE BASIS OF OVERWIDTH (909) 350-7610 11142 GARVEY AVENUE BREA, CA 92621 ENGINEERING DEPARTMENT _ DISCLAIMER SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES LESS EXCAVATION. �W�. EL MONTE, CA 91734 (213) 448-6183 (714) 529-2889 ONE GTE PLACE I . THAN FIVE 5 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION ( ) SOUTHERN CALIFORNIA EDISON CABLE SOUTHERN CAL�ORNN/1 GAS CO. THOUSAND OAKS, CA (g05) 372-6000 These documents have been prepared for a specific project and shall neither be altered nor p P P p � INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 4. IF UNSTABLE SOIL IS ENCOUNTERED, CITY SHALL DETERMINE 7951 REDWOOD AVENUE COMCAST P.O.BOX 3003 reused . for any other purpose. Also, these documents do not represent as -built conditions. If 31. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR DEPTH OF REMOVAL AND SIZE OF FOUNDATION ROCK. FONTANA, CA 92336 1205 DUPONT AVENUE REDLANDS, CA 92373 L*MRGROLM ALERT 1-800-422-4M these documents are altered intentionally or unintentionally, or reused without the design TRENCH WORK AS DESCRIBED IN NOTE ABOVE FROM CALIFORNIA STATE ATTN: JAIME AMEZCUA ONTARIO CA 91761 � ATTN: ALAN KESELOFF UNDERGROUND SERVICE ALERT engineer's written approval it will be at the sole risk and responsibility of the user. The act ' of DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC 5. IN LIEU OF THE SAND EQUIVALENT 30 MATERIAL IN PIPE ZONE, MAY EXTEND THE 1/2- MAX. CRUSHED ROCK (909) 357-6581 ATTN: JACK HAYES 909 390-4777 EXT. 3055 ( ) 909 335-7781 ( ) 3030 SATURN STREET, SUITE 200 altering or reusing is construed as indemnifying and holding the design engineering firm and its THE CONTRACTOR / CA. BREA, CA. 92621 em damages, and expenses, including attorney fees, arising employees harmless from all claims, g p g y g out WORKS CONSTRUCTION, SECTION 306-1.1.6 TO THE TOP OF THE PIPE ZONE. SEE TABLE 200-1.2(A) HEREON of such act. (REA) 4133 DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA or LSH] N:\2UbU\UUb\SHEEI5\UFF5IIE\55ILU1.DWG F'LU I S;UALE 1 _ `N