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HomeMy WebLinkAbout2671-10 • - 1 SUMMIT � AVENUE GENERAL NOTES: CITY OF FONTANA UTILITY NOTIFICATION LIST - -- ,1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF CITY OF FONTANA PACIFIC BELL CO., FONTANA STANDARD SPECIFICATIONS DATED 1975, -INCLUDING LATEST ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER REVISIONS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS 8353 SIERRA AVENUE 3939 E. CORONADO STREET P.A. 1 ::`CONSTRUCTION, 1997 EDITION. FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 yov 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA T9q II ENGINEERING DIVISION`PRZOR TO START OF ANY WORK WITHIN THE CITY SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) LIMITS. ALL INSPECTION SHALL BE REQUESTED AT LEAST 24 HOURS ATTN: ALAN KESELOFF ATTN: JACK HAYES II°moo R/ PRIOR TO THE START OF ANY WORK.., CALL (909) 350-6632. 16231 VALLEY BLVD. 1205 DUPONT AVENUE A FONTANA, CA 92335 ONTARIO, CA 91761 .� Y Np.- 6 W S�FF 3. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL BE (909) 335-7781 (909) 390-4777 X 3055v�9� FAIRWA Z 41,, CONSTRUCTED OF BELL AND,SPIGOT TYPE VITRIFIED CLAY PIPE (V'.C.P.). EMERGENCIES: (800) 427-2200 VITRIFIED CLAY PIPE SHALL BE EXTRA STRENGTH CLASS AND SHALL I V-\ Li CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION: C700-89 SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY "STANDARD SPECIFICATION FOR VITRIFIED CLAY PIPE: EXTRA STRENGTH, ATTN: JAIME AMESZCUA, ATTN: STEVE HOCK o 9`�y 999 DUNCAN - STANDARD STRENGTH AND PERFORATED" AND TO THE SPECIFICATIONS (909) 357-6581 1400 E. PHILLIPS BLVD. P.A. 6 ENTITLED "VITRIFIED CLAY PIPE,'MATERIALS SECTION" PUBLISHED BY 7951 REDWOOD AVENUE ONTARIO, CA 91766 �' yo CYN. RD, i THE CLAY PIPE INSTITUTE'•. WHERE PROVISIONS OF THESE SPECIFICATIONS FONTANA, CA 92335 (800) 422-4133 o tih ARE IN CONFLICT, THE MORE STRINGENT PROVISION SHALL APPLY. (909) 820-5598 - UNDERGROUND w ti0 Uj (909) 820-5137 - TRANSMISSIONS 4.' -,MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA (213) 637-1233 - PIPELINES w P.A. 7 /� T� I `'o� -STANDARD DETAIL 112. CONCRETE FOR THE BASE SLAB SHALL BE CLASS (909) 357-6589 - DISTRIBUTION > 15 Bq '� 560-B-3250. -STANDARD MANHOLE FRAME AND COVER AND REINFORCED (800) 422-4133 �NI Q FAIRWAY NO p�Tho�F 1p w CONCRETE COLLAR TO BE PER CITY -OF FONTANA STANDARD DETAIL 109. N = U 0 qO' NQS z CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY AIRWAY NO' 14 Z 1�� o > 5. ADEQUATE CONTROL -STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE ATTN: BILL VANDRKIEFT, JR. ATTN: AL KROHN I 0 3 / H o CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE (619) 868-6040 8440 NUEVO AVENUEw + P.A. 11 SUMMIT AVENUE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS FONTANA, CA 92335 y a P.A. 14A _ AND CONTROL STAKING DURING CONSTRUCTION. _ (909) 822-2201 X 323 oVA w W i Uj FAX: (909) 823-5046 P.A. 10 9� 2 / FUTURE .� y 6. TERMINATE ALL 4 HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH - Q INTERCHANGEW A PLUG 12" BELOW THE GROUND SURFACE. SHOULD A PUBLIC UTILITY UNDERGROUND SERVICE ALERT IPWPI Q o EASEMENT LIE CONTIGUOUS TO THE -STREET ROW, THE LATERAL SHALL BE (800) 422-4133 I FP Q o v EXTENDED ACROSS THE EASEMENT AND TERMINATE 3 FEET INSIDE THE LOT I Cr AS MEASURED FROM THE UTILITY EASEMENT LINE. P.A. 9 101HIGH NO AVENUE 7. NO -SEWER LATERALS SHALL BE LOCATED UNDER DRIVEWAYS. P.A. 16 B. 'THE SEWER CONTRACTOR SHALL CHISEL AND "X" IN THE FACE OF THE CURBN 71-P.A. 2 AT THE LOCATION OF THE -SEWER LATERAL. P.A. 12 20 P.A. 14B w Np . 9. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT ATs THE PHASE BOUNDARY, NOT MORE THANv P.A. 19 P.A. 18 Q 3Q F P NO S 4T 150 FEET FROM THE PREVIOUS MANHOLE, SEE CITY OF FONTANA STANDARD BASELINE AVENUE DETAIL 128 L FOR TERMINACLEANOUT. �Q FP1P�P hqy 01 10. ALL 4" HOUSE LATERALS SHALL BE`INSTALLED AT A 2% MINIMUM GRADE -- UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 11. ALL MANHOLES AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED I P.A. 20 RAISEDETO GROADEFBYIPAVDINCIRADE BY CONTRACTOREUPONNCOMPLETIONDSALL BE OFHPAVING.\ CA - - VICINITY MAP = 12.. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES - ~ FUTURE COMMERCIAL NOT TO SCALE `AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO: GAS, FUTURE COMMERCIAL 'TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION: DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL SYSTEMS, ETC. 13. ALL UTILITY COMPANIES SHALL BE�GIVEN 48 HOURS NOTICE PRIOR TO FUTURE ROUTE 30 FREEWAY i WORK AROUND THEIR FACILITIES.•' - AVENUE 14. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING LOCATION ATI O N M A P OR AD FACILITIES WHERE CONNECTIONS WILL OCCUR, AND VERIFY THEIR t ELEVATION AND LOCATION. APPROVAL BY THC CITY OF PROPOSED IAD SLOPE OR GREATER NOTES: CONNECTIONS TO EXISTING CITY FACILITIES DOES NOT IMPLY CORRECTNESS / EQUATE SHORING OF THE ELEVATION,OR LOCATION AS SHOWN ON THE PLANS. 1. TRENCH WIDTH SHALL BE CONTROLLED i TO TOP OF PIPE ZONE. I, t 2. TRENCH DEPTHS OF GREATER THAN 5' 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE j�9OXCOMPACTED/i /// SHALL HAVE ADEQUATE SHORING. t o MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE �\ �\ 3AMAX BACKFILL �� 3. CLASS II AGG.BASE ALL TRENCHES \ R I MAX 91ZE ;,ti WATERING DURING EXCAVATION AND GRADING, AND SHALL CONTINUE AFTER / / LESS THAN 100' IN LENGTH, - -- ,COMPLETION OF EXCAVATION -AND GRADING UNTIL IT IS DETERMINED THAT GRANULAR BEDDING FROM// - -I _ CONTROL MEASURES ARE NO LONGER NECESSARY. SELECTED TRENCH SIDE SPECIAL DUST _ MATERIAL 16. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE _ = III ► _ - ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO, THE CITY I I 6" MI . I I I = ' ENGINEER. - / 8 MAX. N _► 17. ANY CONFLICT FOUND BETWEEN THESE PLANS AND THE STANDARD o III SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHALL BE IMMEDIATELY III J NOTE: COMPACTION SHALL BE 90% I ALL - GU w REPORTED TO THE OWNER'S'REPRESENTATIVE.:, a = z w ZONES UNLESS OTHERWISE SP�CIFIED. a III - III f TRENCH STABILITY SHALL CONFORM 18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET =III - " 3 TO CAL -OSHA REQUIREMENTS. IN DEPTH SHALIL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING � '"Ld J OF THE GROUND, OR OTHER ADEQUATE MEANS. TRENCES LESS THAN FIVE m- Q (5) FEET SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. - - _ _ Mi1oW PIPE 19. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR A, \ TRENCH WORK IN NOTE NO. 16 ABOVE FROM THE CALIFORNIA STATE SEWER OR WATER MAIN R 0 5 B \ \ DIVISION OF INDUSTRIAL ZGRANULAR BEDDING FROM SELECTED SAFETY.• SEE STANDARD SPECIFICATIONS FOR TRENCH SIDE MATERIAL Fol PIPE lo'oK PUBLIC WORKS CONSTRUCTION, SECTION 306-1.1.6. 1 / GQC-ATEE I►.1 DEPTH U5 E 1/2'CpU-bHED C 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE, g-1on1E SEDDII146. 00 CITY'S INSPECTOR. TRENCH D E T A I L • o NOT O SCALE 21. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE u` \ PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER IMMEDIATELY. 1 ` 22. ALL STATIpNING REFERS TO .THE CENTERLINE OF SEWER UNLESS OTHERWISE SPECIFIED ON THE PLANS.' + - 23. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION ONIAL DRi SAND PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON 'THESE PLANS OR NOT. CONSTRUCTION NOTES- QUANTITIES - - INDEX MAP \ - 24. RIM ELEVATIONS SHOWN ON`PLANS 'ARE APPROXIMATE ONLY AND ARE NOT TO 15684-1 15684-2 15684-3 15684-4 15684-5 15684-6 15684 7 - BE USED FOR SETTING MANHOLE RINGS. QINDIGATE5 5f1EET NUMBERS Ol INSTALL 8• V.G.P. SEWER. - 705 546 465 724 896 1348 505 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIESOZ CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA 4. 4 3 4 5 3 I' I 2 CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE . 5TD. DWG. NO 112. C I.D.= 48'x. 1 ! AREA TO BE IMPROVED AND` INTERFERING WITH CONSTRUCTION PRIOR TO i COMMENCING CONSTRUCTION. y INSTALL 8' V.G.P. PLUG. - 1 -- CONST. NOTES : (CONT) QUANTITIES , 26. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR® INSTALL�14' V.G.P. SEWER LATERAL PER CITY OF FONTANA 456 593 457 657 . 500 = 790 532 156$4'x$ 15684 9 15684 TOTAL BENCH MARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION WITH 5TD. DWG. NO 125. OUT PRIOR.NOTIFICATION OF THE ENGINEER. REMOVAL AND REPLACEMENT O 392 590 574 674 5 L,F OF MONUMENTS SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR O5 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA 1 LICENSED LAND SURVEYOR. 'SURVEY MONUMENTS WHICH WILL BE DESTROYED STD. DWG. NO. 112. CI.D.=GO') ,; - © 1 3 3 32 EA_ AS A RESULT THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR "SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT© INSTALL SEWER GLEAN -OUT PER CITY OF FONTANA STD. 2 3 EA. 'TIES TO EXISTING MONUMENTS CAN BE ESTABLISHED FOR LATER DWG. NO. 128. - 355 489 572 5401 L.F REPLACEMENT BYA REGISTERED ENGINEER OR LICENSED LAND SURVEYOR. ® _ ' r. 27. SHORT VCP -STUBS WITH FLEXIBLE,COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS'TO ABSORB MINOR DEFLECTIONS. 6 - 1 E A. R ECOR D. D RAW1N G THESE ' HAVE MEN MEPARIED, IN PART, ON RECORDBASIS SIBS OF�FORMATION COMPILED AND PRIVATE ENGINEER S�' NOTICE TO CONTRACTORS pfEss� FURNISHED SYOTHERs.THE ENGINEER WILL NOT BE �J /' RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES �Y '��0 'S �' '� = •-, HAVEBEeNINCORPORATfDUrTOTF>EDOCUMEMSA3 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; s.. pr- A RESULT THEREOF. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT - "_ .• .•. THOSE SHOWN ON THESE PLANS. THE CONTRACTOR .IS REQUIRED TO TAKE DUE No. 62 3 - PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE -30-05 DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- #- -�IBILITY FOR THE UjILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT - � � RAILROAD SPIKE AT INTERSECTION BASIS OF BEARINGS: CITY 0 F FONTANACALIF 0 R N I A SHOWN ON THESE DRAWINGS._THE BEARING OF N89030'06" ALONG THE NORTH LINE OF SECTION 30 r AND LOS CEDROS TOWNSHIP 1 NORTH RANGE 5 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- OF CITRUS AVE. SAN BERNARDINO MLRIDIAN AWEST S SHAWN AVE.,. IN POWER POLE N0. 9011E ON RECORD OF SURVEY FILL=D IN BOOK IBILITY FOR THE': JOB SITE CONDITIONS DURING THE COURSE OF ,CONSTRUCTION PLANS PREPARED FOR ON THE EAST SIDE OF CITRUS AVE. 58 PAGE 5 OF FBREIORDS OF SURVEY WAS OF THIS PROJECT: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT . - Underground Service Alert ELEVATION: 1467.59 FOR THIS MAP DRAWN BY: SCALE: THIS SHALL APPLY CONTINUOUSLY -AND NOT BE LIMITED TO NORMAL WORKING HOURS; SIERRA LAKES AND THAT THE CONTRACTORrSHAL'L DEFEND, INDEMNIFY, AND HOLD THE OWNER CALL PREPARED IN THE OFFICE OF M.F.G. AND THE ENGINEER HARMLESS FROM ,ANY AND ALL LIABILITY, REAL OR ALLEGED, LEWIS HOMES OF CALIFORNIA MADOLE AND ASSOCIATES INC.- Q�ILTO/ONq TRACT NO. 15684 o t DESIGNED: AS SHOWN IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING TOLL FREE GERRY BRYAN OF THE INLAND EMPIRE �Q�"I`"To" `�y SEWER PLANS FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ATTN: M R. �� �, ��. C.F.B. ENGINEER. 1-800 1 156 N. MOUNTAIN AVENUE 10601 CHURCH STREET STE . 107 � ��`' r ' 422-4133 P.O. BOX 670 �/0 6 FM 7 /� p RANCHO CUCAMONGA, CA 91730 N0. 14s14� 9 CHECKED: DATE: PHONE (909) 948-1311 Exp: 3-31-01 TITLE SHEET CONTRACTOR SHALL VERIFY,ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT UPLAND, CA. 91786 �' r N ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. JOB NO. �c / DWG. NO. SHEET N0. °o TWO WORKING DAYS BEFORE YOU DIG PHONE: (909) 985-0971 KffVIS�D TP-ACr EVa1JD��jffs QTY. -y-7� Ji21••�✓ s/�% _ `�1� CIVIL �ti! 826-1163 ` OF ENGR'S CITY- rFOF CALIEO� APPROVED u/g9 c REVISIONS APPROVAL DATE APPROVAL DATE . MADOLE R . C . E . 14814 DATE Fr C ITY ENGINEER R.C.E. 25126 67 1 1 *P* SEWER TITLE SHEET, TRACT NO. 15684 - 21[0.231]PF: 15684 764 03 -Dec -98 02:41 PM / 826-1154- DWG. 26-1154- DWG. DATE: