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HomeMy WebLinkAbout3669-1 .65 GENERAL SEWER NOTES: Q 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA lA N ' ( j /CITY OF A STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS r P // W FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL REFERENCE C -- SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION 'MP VEPi. �� m UNLESS OTHERWISE NOTED. I4ER MEN T AN (,) . , _ 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT I CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN LYTLE BOOK'; THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGI NEER FOR RESOLUTION.3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE- -LOPMENT DEPARTMENT ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION ^ V COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF Lk ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. \\ V 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND I I 6„ � A � I T ^ � � rra PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST c NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7YP ' 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, _ _ "' "" Ili r ��°O%'or' .,,... DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. V —Y1 .Q • ° 4 "Il ,.I�S� = ?'"� 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK p — `� /♦♦„���i�•:. I MIMI l % 'Q 4v ♦ � . FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION ~ / 4 a ° ° _ a ����i' `� liii 11111 �� OF 1 IDUSTRIAL SAFETY. I a •• SCI 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH M. W.D. CONSTRUCTION NOTES: II 4. v 2nCLR.• .� -__ SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS 1. NOTIFY MR. JOE MIRONE OF M.W.D.'S WATER SYSTEM OPERATIONS I - - 4 • 1YP — , — PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING + = VICINITY MAP OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHENw 4 THE POTENTIAL EXISTS FOR GROUND MOVEMENT DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE '1 -7:N..____. NOT TO SCALE VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY. a ^' �_- -_-_—_-- — ` o. ,a. ° CONCRETE 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT „°' - ENCASEMENT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, ` \ 4 7 a WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION, M H ,, a :4 6" MIN. VARIES 6" MIN. 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE ICH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING # ,,,,,,, °. a �` _ 10" INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORQ OS NG LOADS I Z a 4 / TABLE. 200 1.2 [A] 1 o MAX. MAX. NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR I IJJJ1 -_ '� - TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING ° ° UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. 657E OR A 666B SCRAPER MAY OPERATE OVER THE PIPELINE, --- ) SIEVE SIZE PERCENTAGE TOP OF STRUCTURAL THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION �_ .>= =__= CLASSSGo-c-32.0P.C.C. PASSING SIEVES PAVEMENT SUBGRADE TWO WORKING DAYS BEFORE EXCAVATION. ON BOTH SIDES OF THE PIPELINE. PER SEC )TION 201 OF THE STANDARD SPECIFICATION 1 1/2" 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES 1 - 1" - �` INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, 3. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT M.H. /71 y -w r- n rte\ r 3/4" 100 c�, 1: 1 SLOPE OR FLA TTER LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED �I _ „ „ 1/2" 90-100 3" MAX. SIZE _ OR ADEQUATE SHORING STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE FOR M.W.D. 'S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR (r , PIPE ENCASEMENT DETAIL B 3/8" 20_60 NATIVE SOIL TOS ) GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. CONSTRUCTION. N.T.S. NO. 4 0-15 I, __ COMPACTED 95% 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT 4. ALL M.W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR V� �� .� .� _�� ASTM C 131 0-5 1" MAX. SIZE APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE TO ANY CONSTRUCTION WORK, WHEN A MANHOLE OR OTHER M.W.D. - ! pi B SELECTED NA Tl VE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. TEST GRADING BEDDING COMPACTED FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, I 6" MAX. SIZE 13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES. M.H. #6 C) I - - I II; 0,=, NA TI VE SOIL TO 90q. `� ���,, COMPA C TED 90% 14ADEQUATECONSTRUCTION CONTROLSTAKES TOP OF STRUCTURAL 0 CON SHALL BE SET BY THE ENGINEER TO ENABLE �� / PAVEMENT SUBGRADE _ 1,..-( .,-..-- � �';• THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL - I 'i-- •� _ BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL , + I CL-_ ' _.....,.. , N STAKING DURING CONSTRUCTION. CITY OF FONTANA UTILITY NOTIFICATION LIST W --- "� , -I 11-11 _ 1 1-111- 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT l�1 1 VV.C.P. • • , T'ES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. CITY OF FONTANA PACIFIC BELL CO. M.H. #5 , o• ATTN: ANTHONY SALAM ATTN: NORMA GUILLOT 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY I / / 1:1 SLOPE OR FLATTER O 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET OR ADEQUATE SHORING MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED FONTANA, CA 92335 SUITE 180 W _ :\\\\ CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE 909 350-6632 J / / /DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR ( ) ANAHEIM, CA 92807 �\ i�� ^~SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS (714) 666-5401 - / / / / \ ��j 90% COMPACTED CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. �� NATIVE BACKFILL ���� 10' OR DEEPER USE 1/2" 1 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) M H #417 ). H/ / / I 6" MAX. SIZE ��� CRUSHED STONE BEDDING 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL ATTN: GREG GASPAR ATTN: JACK HAYES 1205 ' / GRANULAR BEDDING FROM / \/ /� PER STD. SPECS. FOR TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO, CA. 91761 nl / SELECTED TRENCH SIDE \\ tiREA FOR RESIDENTS AND EMERGENCY VEHICI_ES. FONTANA, CA. 92335 / I / MATERIAL (1" MAX. SIZE). PUBLIC WORKS CONSTRUCTION (909) 428-8411 (909) 390-4738 I�/ / / / / TABLE 200 1.2 [A] 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, EMERGENCIES: (800) 427-2200 / // _ =III INCLUDING ADEQUATE WATERING, AT ALL TIMES. VERIZON / 6" MIN. III - 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK / , / / // N III 8" MAX. =III TYPICAL BEDDING DETAIL 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. 1 1 / w III III TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY FONTANA, CA. 92335 POMONA, CA. 91766 M.H. #3 / / // z _ DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. (909) 820-5598 - UNDERGROUND III J ( (909) 469-6327 r1? _ 909) 875-5100 - TRANSMISSIONS / // \ _ 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 3 � III 1 I I \ - Z co (21 ) 637-1233 - PIPELINES FONTANA WATER COMPANY / // c_ - III m 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE (909) 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRA W / o TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION 8440 NUEVO AVENUE / // // III- /I m OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. FONTANA, CA 92335 (909) M.H. #2 / III _ CRAWFORD CANYON MUTUAL WATER CO. 822-2201 FAX. (909) / 9 // I _ 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING ATTN: BASIL J. FABRIZIO 823-5046O T Y & UNIT STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE (909) 463-9580 . III // I TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. STORM DRAIN PIPE 0.6'D' III= III- 1 CONSTRUCTION NOTES: PHASE A — PHASE B UNDERGROUND SERVICE ALERT WEST VALLEY WATER DISTRICT 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH (800) 422-4133 ATTN: LON TSAI / GRANULAR BEDDING FROM SELECTED TO MATCH EXISTING CONCRETE. 855 W. BASELINE ROAD / \ TRENCH SIDE MATERIAL FOR PIPE M.H. #1 10' OR GREATER IN DEPTH USE INSTALL 15" EXTRA STRENGTH V.C.P. SEWER 24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE METROPOLITAN WATER DISTRICT RIALTO, CA 92377 f 1/2" CRUSHED STONE BEDDING. 2 O /05 LF 2,2/2 LF A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE WATER SYSTEM OPERATION GROUP [ f DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. ATTN: JOE MIRONE SAN GABRIEL VALLEY L \ 0#7- AVTEN(9E 0 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. -- 7 EA. T (909) 776-2664 MUNICIPAL WATER DISTRICT DWG. NO. 112 (1D=48'). 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE ATTN: DAVE JOHNSON TRENCH DETAIL T A I L VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS 549 EAST SIERRA MADRE AVENUE NOT TO SCALE OF THE ASTM DESIGNATION C700 FOR V.C.P.. Q CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. -- 1 EA. 99 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL AZUSA,P.O. CAX ?9� 702-1299 INDEX MAP DWG. NO. 112 (ID=60'). OF THE CITY ENGINEER. (909) 969-7911 SCALE: 1 "=300' NOTES: 0 INSTALL 15" V.C.P. PLUG. -- 1 EA. 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 1. TRENCH WIDTH SHALL BE CONTROLLED 4. COMPACTION SHALL BE 90% IN ALL 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND PRIVATE ENGINEER'S NOTICE TO CONTRACTORSTO TOP OF PIPE ZONE. ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM E5$ 0 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER -- -- 2. TRENCH DEPTHS OF GREATER THAN 5' 1 VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS SHALL HAVE ADEQUATE SHORING. TO CAL-OSHA REQUIREMENTS. �Qeh �N4/ © INSTALL 8" V.C.P. PLUG. -- 1 EA. TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 3. CLASS 11 AGG.BASE ALL TRENCHES < t. 11i ce SHOWN ON THE PLANS. SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; LESS THAN 100' IN LENGTH. Q cc- Qtr�c' TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT Z G A Q INSTALL 8" D.I.P. CLASS 350 -- 120 LF 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE LEGEND Q. rn APPROVED BY THE CITY ENGINEER PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE — �'0 INSTALL PRESSURE TYPE MANHOLE FRAME AND COVER PER A.P.W.A. -- 1 EA. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- A.C. ASPHALTIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE 6��`�;' 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" TD. 211-1. SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT B.C.BCBEGIN CURVE 3 BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE SHOWN ON THESE DRAWINGS. B. V.C. BEG. VERTICAL CURVE (R) RIDGE LINE C /1:of STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS B.W. BACK SIDEWALK R/W RIGHT OF WAY L I Z # '•"" O •��.� , �FCO9 INSTALL 8" PLUG FOR D.I.P. -- 2 EA. Z MEASURED FROM THE UTILITY EASEMENT THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- C.B. CATCH BASIN TAN. TANGENT �7 � �`�r^�rrr, f� ���. IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION C.L. CENTERLINE TC. TOP OF CURB RECORD DRAW' t �� CONSTRUCT CONCRETE ENCASEMENT PER DETAIL �B" ON TITLE SIT. 148 LF 31 THE SEWER CONTRACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB AT THE OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT E.C. END CURVE W WIDTH < 4_ LOCATION OF THE SEWER LATERAL. J J J __ , E.P. EDGE PAVEMENT V VERTICAL DEPTH _, _ , , , , J J THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN I i-i r4L.L- 16 CLA4-5� ASO t p'(SEWER -- 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER E.G. EDGE GRADE (590.77) INDICATES EXISTING ELEVA TION PART,ON THE BASIS OF INFORMATION COMPILED AND /SI GF IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, E. VC. END VERTICAL CURVE FURNISHED BY OTHERS.THE ENGINEER WILL NOT BE NOTE: AGENCIES IMMEDIATELY. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING F L. FLOW LINE 590.77 INDICATES PROPOSED ELEVATION RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS HAVE NOT BEEN FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE F.S. FINISH SURFACE HAVEINCORPORATED INTO THE DOCUMENTS AS �1 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN ENGINEER. G.B. GRADE BREAK Y Y INDICATES SLOPE 2: 1 A RESULT BEEN EEN EREOF APPROVED. LOCAL STORM DRAIN LINE AND LATERAL CONNECTIONS MAY CHANGE PLACED, INSPECTED AND APPROVED. H.P. HIGH POINT AC PAVEMENT UPON CITY/FIRE REVIEW OF TENTATIVES ONCE THEY ARE FORMALLY SUBMITTED FOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT INV. INVERT CITY REVIEW. W 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. 0.C. !, REMOVAL TO PAVING OF STREETS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY ON CURVE )' X'� GRIND 1-1-1 DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. BENCH MARK::I 8-17 BASIS OF BEARINGS: 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT /// EDGE OF PA VEMEN T CALTRANS BENCHMARK #8-17. A BRASS CAP IN THE CONCRETE BASE OF THE BRG. NO8959'31"E 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED THE CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING 343' NORTH OF HIGHLAND, a2 MI WEST AS SHOWN ON 772. NO. L1 OF SAN SEVAINE RD., 2.65 MI WEST 16427-1, M.B. 296/7-11. 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, OF SIERRA AVE. STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION _ _ ELEVATION: # 1428.609 OF THE CITY TRAFFIC ENGINEER. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supervision of : CITY OF FONTANA, CA L IFO RN/A J 38 AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF T "° VT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS P P RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DO n oQROFLESS/Ati4l PREPARED IN THE OFFICE OF ,12.. '149A NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF �� �\ wq�FtiMADOLE AND ASSOCIATES, INC. SEWER IMPROVEMENT PLANS °� sem? O APPROVAL SHOWN HEREON AND CARRIED FORTH IN A �, r, DRAWN BY: �+ SCALE: N Lw 3 No. 36637 c ri 760-A SOUTH ROCHESTER AVENUE '/A I - MA TITLE SHEET AS SHOWN I ONTARIO,DIAL ' ift ' CA 91761 BEFORE . v,TWO WORKING _ DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE * Exp: 06-30-06 PHONE X991 937-9151 DESIGNED BY: DATE: CQ DAYS BEFORE �Ec. o�nlG. a351 ,, , L YTLE ARE 'K ROAD s P //!� MARCH 2004 N YOU DIG ( REVISIONS TO THE PLANS TO BR/NG THEM INTO II. I v\ ,�� ADP Nlff@ ST•1• L21�{ao ,�5 E3C//LT N{f /� ` FOFCq�\F� , ate Z' CHECKED BY. APPROVED B 7' DRAWING N0. /TOLL FREE I� 44),(_,,,.4..vc___ l �1''� ` !x�`t' zir—soo-227-2soo © C,sT•� /Zz to4.r•4 •,eeY�s�o 6�crgvnTiE3 / aru�G�� ��S`CONFORMANCE W/TH COND/TIONS A.ND STANDARDS /N EFFECT. 6637 EXP. 6-30-06 / ci1 fl—zo •D / A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT A ADDING AN ENCASEMENT AROUND SEWER LINE AT M.W.D. II / ,,,,�1 I ! D QE Y 3669 Z WATER LINE AND ENCASEMENT DETAIL ' �&T' I,U1I tZr(p1�"1 WENDELL L. IWATSURU CI ENGINEER R.C.E. 51152 DATE /4 ; 1 J:\126-2010\sewer\Sewer0l.dwa. 12/15/2004 6:30:41 AM.ME