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Home My WebLink About5081-1�) n 11 .. 4wMM_ A • 0 v_ Oil • .. -s'.• VN WORKS CONSTRUCTION (-WEN BOOK"). ALL INCE SPECIFICATIONS AND STANDARDS SWILL i - - 1 TITLE T C TOP OF CURB 2 - -- - 2. WHEN A TEDINNC.AL CONFLICT IS FOUND TO EXIST IN THE CONTRA.? DOCUMENTS THAT CAN NOT BE RESOLVED BY TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK% CALIFORNIA THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. < MUMLL AVE 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CRY ENGI EER. W RAN AVEP 4. CONSiRUCT10N PERMITS SHALL BE OBTAINED FROM THE CM OF FONTANA COMMUNITY ITY DEVELOPMENT DEPARTMENT. ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SWIM. BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR M THE START OF ANY WORK IN PUBLIC RICHT-OF-WAY WITHIN THE CITY LIMITS. CALI. (909) SAN BERNARDINO BERNA AVE I 350-7610. 5. THE CONTRACTOR SHAH CONFORM TO ALL TRAFFIC CONTROL. POLICES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MWAAL OF TRAFFIC CONTROLS, F LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 10 6. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF o INDUSTRIAL SAFELY. m & 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 I VK*W MW PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF I DUSTRNL SAFETY OF THE STATE OF CN.I'ORNA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE g N.T.S. POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. SHEET 2 10. THE LOCATIONS OF UTILITIES SHOWN WE BEEN OETERMMD FROM AVAILABLE INFORMATION, HOWEVER, R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR O DETERMINE, IN THErij FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SWM CONTACT- UNDERGRO M SERVICE ALERT AT 1-400-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. _ SULTANA AVENUE TE CONSTRUCTION WITH ALL UTILITYMPANIES INCLUDING, BUT NOT LIMITED TO. GAS, TELEPHONE. ELECTRIC, CHILE TELEVISION. LANDSCAPING, 11. THE CONTRACTOR SHALL COORDINATE CO � LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAI -TRANS. ALL UTILITY COMPANIES 91ALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND TH O R FACILITIES. 8" SEWER MAIN FK*aj 7F 12. THE CONTRACTOR SHALL NOT OPERATE ANY FRE HYDRANT OR WATER MALI WOLVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VIAL.VE OPERATION AND WATER REQUIREMENTS. QUTANMES 13. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 1OCONNECT lT) EXISTING MANHOLE. SEE TIE-IN DETAIL 1 EA 14. ADEQUATE CONSTRUCTION CONTROL STANCES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR � ON SHEET 2. SHALL BE RESPONSE FOR THE RVA71ON OF BENCHMARKS AND CONSTRUCTION CONTROL. STAKING DURING CONSTRUCTION.�� Ir1AP -JRA O CONSTRUCT' SEWER MANHOLE PER CITY OF FONTANA 3 EA 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONLNENTS, M(WA*)lT TES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CRY ENGINEER. SCALE: 1 " 100' STD. 2001. 16. REINONIIL AND REPLACEMENT OF EXISTING SURVEY CONTROL. INCLUDING SURVEY MONNNEHT'S, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML O INSTALL r VCP EXTRA STRENGTH SEWER MAIN. 319 LF ENGINEER R LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DES1ROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL OF THE MONUMENT. NOISY THE BMW ONE WEEK PRIOR TO CONSTRUC71001 90 THAT TES TO MONUMENTS ENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT 4OINSTALL 6" VCP EXTRA STRENGTH SEWER MALI. 34 IF 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 EMEY VEHICLES. 5 INSTALL 4" SEWER LATERAL PER CITY OF FONTANA 27 LF STD. 2005 L 2006 14. THE CONTRACTOR SHAT. PR0VDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL. INCLUDING ADEQUATE WATERING, AT ALL TIMES. OINSTALL 6' SEWER LATERAL PER CITY OF FONTANA 27 LF 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERAL, MUD, SLT OR DEBRIS TO BE DEPOSITED 6NT•0 PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY STD. 2005 & 2006 DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21.A 'GEOTECHNNCAL EMI EER SHRILL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UTLff CTAIC UNTIL THE SPECIF DENSITY IS OBTAINED. SAN BERNARDINO COUNTY FLOG CONTROL A.B. -AGGREGATE BASE 22.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SHALES FROM UNDERMINING STREET NMIPRO &MENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE 825 E. THIRD STREET, ROOM 140 A.C. -ASPHALT CONCRETE TEMPORARY NON-EROCE40LE SMALES ENTERING OR LEAVING IMIPRONEMaTS. SAN BERNARDINO, CA 92415-0835 B.C.R. -BEGINNING OF CURVE PHONE: (909) 387-8256 BLDG -BUILDING 23.ALL EXPOSED CONCRETE SURFACES SWILL. CONFORM IN GRADE. COLOR AND FINISH O MATCH EXISTCING CONRETE. C ATTN: TOM WIWAMS B.O.W. -BOTTOM OF WALL 24.F SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PKASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE FONTANA WATER COMPANY B.W. -BACK OF WALK DOWNSTREAM MANHOLE. SEE CITY OF FONTAM► STmow DETAIL FOR TERMINAL CLEANOUT. 15966 ARROW ROUTE C.L.F. -CHAIN UNK FENCE FONTANA, CA 92355 CONC. -CONCRETE 25.SANITARY SEWER LIES SMALL BE CtNl5TRUt.'TED OF BELL AND SPIGOT OR BAD SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PHONE: (909) 822-2201 C.F. -CURB FACE PROVISIONS OF THE ASTM DESIGNNTON 0700 FOR Y.C.P. ATTN: BRENDA FOWLER C.B. -CATCH BASIN 26.N0 OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CRY ENGINEER. SOUTHERN CALIFORNIA GAS COMPANY -CENTERUNE 1981 W. LUGONIA AVE. E.C.R. -END OF CURVE 27.SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALItNIMENT. REDLANDS, CA EXIST. -EXISTING PF�VATE NOW TO CONTPACTM PHONE: (909) 335-7965 E.P. -EDGE OF PAVEMENT - TO CCNISIRUCTIOK THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CRY APPROVAL OF CONNECTIONS TO ATTN: ED SANTILLAN F.G. -FINISH GRADE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTY PIPES, CONDUITS, EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PAWS F.F. -FINISH FLOOR OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OR THE 29.ALL 4" HOUSE LATERALS SHALL BE 16TM B AT A 2% MOWN GRADE UNLESS OTHERWISE APPROVED BY THE CRY ENGINEER AlK 1265 VAN BUREN ST. IF80 F.L F.S. -FLOW UNE -FINISH SURFACE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTIUTIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED ANAHEIM, CA 92807 TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE U71UTIES SHOWN ON TE ALL 4" HOUSE SEWER LIITEIMS 3 FEET INSIDE THE LAT WITH A PLUG 12" BELOW THE GROUND SURFAC. WEEN PUBLIC UTILITY EASEMENTS DIST NEXT TO THE STREET 30.E PHONE: (714) 666-5614 F.H. -FIRE HYDRANT THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL UABIUTY AND RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LAT AS MEASURED FROM THE UTILITY EASEMENT. ATTN: LEE QUEST G.B. -GRADE BREAK RESPONSIBILITY FOR THE UTIUTY PIPES, CONDUITS OR STRUCTURES SHOWN ON H.C. -HANDICAP THESE DRAWINGS. 31.THE SEWER CONTRACTOR SWILL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL_ SOUTHERN AVENUU E EDISON 7951 REDWOOODDAVE H.P. -HIGH POINT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 32.E EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROYEMIENTS, THE CONTRACTOR SHAT WM THE EIVGNEER AND ALL AFFECTED AGENCIES FONTANA, CA 92336 INV. M.H. -INVERT ' -MANHOLE FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUAPPLY DING SAFETY OF ALL AND PROPERTY,THAT IMMEDIATELY. DIATELY PHONE: (909) 549-5345 CONTINUOUSLY AND NOT BESUMITED O NORMAL WORKINGRHOURS,AND THAT ATTN: JEFF HUDSON N.G. -NATURAL GRADE THE CONTRACTOR SHAD_ DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN 33.NO CONCRETE SWILL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL FIVE BEEN PLACED, INSPECTED AND APPROVED. IE -PROPERTY UNE BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, TIME WARNER PB -PULL BOX REAL R ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, 34.ALL UIDERGROIRD UTILITIES SWILL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 17777 CENTER COURT DR. 8TH FLOOR P.P. -POWER POLE EXCEPTING FOR UABIUTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE CERRITOS, CA 90703ENGINEER. R/W -RIGHT OF WAY &APPROVED SOIL STERILANT IS REQLRRED UNDER All NEXT ASPHALT PAVEMENT PRIOR O PLACEMENT. PHONE: (562) 677-0263 R.D. -ROOF DRAIN ATTN: JOHN CHRIS11ANSEN TRANS PAD -TRANSFORMER PAD 36.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SWILL BE RASED TO FINISHED GRN BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. FONTANA UNITED SCHOOL DISTRICT T.B. -TOP OF BERM E UE %mr 37.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SP&Q, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF TFE CRY 9680 CITRUS A TRAFFIC ENGINEER. FONTANA, CA 92335 S.D. -STORM DRAIN PHONE: (909) 357-5000 X 29455 S.L. -SIGHT LINE 3&AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CRY ENGINEER. ATTN: SHERRI WHITTEN ST.LT. -STREET UGHT T.G. -TOP OF GRATE BMW VAWS SAN BERAARMNO F.B. 4015 PAGE 982 7-15 (00510) ELEVATION: 1286.018' , , . DESCRIBED AS FOLLOW& FD. ' GOOD COND. 0 S.R.R.R. & FOOTHILL BLVD. PER MM 1 TITLE T C TOP OF CURB 2 PLAN %mr 1 TITLE SHEET 2 PLAN AND PROFILE . - 341172 TOP -TOP OF SLOPE TOE -TOE OF SLOPE RAW OF BEAR WM -WATER METER THE BEARINGS SHOWN HEREON ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE WV -WATER VALVE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRC CORS STATIONS "SPMS" AND "BRIM", BOTH PUBLISHED ON CSRC DATA SHEETS, BEINGN 70'55'51.62842" E (2007.0 EPOCH). • 0 Prepared Under The Supervision Of CITY O F FONTANA, CAU FO R N p SHOULD CONSTR NOTTIO OF THE COMMENCE WITHINRED ��,�� Thienes Enpinee�np, Inc. SEWER IMPROVEMENT PLAN IMPROVEMENTS NO aw aW,w Y• civ SURWYM y 14.349 MMME BODUVAW 'YEARS OF THE DATE OF APPROVAL SHOWN HEREON a ANSUK C40VfiW Ao&W DRAWN Eft SULTANA SEWER MAIN 9Q1LE' AND CARRIED FORTH 1N A DILIGENT MANNER, THE * R.cE 11) 56155 * Rcn1s -4x11 g714 t1-f1�a MSR ► 7RLE 31#'Ef _ � DAIE- DIALTHD WOW ING EMAP. 12-31-14 BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE km OON511WC.l NOTES Jt atRWW E�iAND YOU DIG 9% ClV I�. Q� 1 YOU DIG PLANS TO BRING THEM INTO CONFORMANCE WITH F �F C A`�FO e : I AZO- APPROVED BYE ` ' � �� . ! TOL FREE 1-800-227-2600iii A PUILIC SERVICE BY uMERGMM SERVICE K.ERT �, BAN ENS. aiY DATE STANDARDS IN EFFECT. EINHARD STENZ RCE N0. 56155 RCS , - ` � Z