Loading...
HomeMy WebLinkAbout3934-1GENERAL SEWER NO TES: 1 ALL.- WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 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 COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT–OF–WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON–METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6 IT 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 INDUSTRIAL SAFETY. 8 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 PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE 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. 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 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. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS 13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 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 OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT–OF–WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE–WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON–ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 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 DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V. C. P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P.. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 27 MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY-E45EMENTS EXIST NEXT TO THE STREET RIGHT–OF–WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, Q O STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38 AS–BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OFrl 1-1 RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF FONTANA SEWER IMPROVEMENT PLANS TRACTS 16873, 16874 AND 16875 C/T Y OF FONTANA UTIL /T Y NO TIF/CA TION LIS T CITY OF FONTANA ATTN: BRIAN WREN 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SO. CALIFORNIA GAS COMPANY ATTN. JACK JARVIS 16231 VALLEY BLVD. FONTANA, CA. 92335 (909) 428-8411 EMERGENCIES. (800) 427-2200 SO. CALIFORNIA EDISON COMPANY 7951 REDWOOD AVE. FONTANA, CA. 92335 (909) 820-5598 – UNDERGROUND (909) 875-5100 – TRANSMISSIONS (213) 637-1233 – PIPELINES (909) 357-6233 – DISTRIBUTION CRAWFORD CANYON MUTUAL WATER CO. ATTN. BASIL J. FABRIZIO (909) 463-9580 WEST SAN BERNARDINO WATER UNDERGROUND SERVICE ALERT (800) 422-4133 SBC A TTN. • JAMES ZIELINSKI 1265 N. VAN BUREN STREET SUI TE 180 ANAHEIM, CA 92807 (714) 666-5415 METROPOLITAN WATER DISTRICT WATER SYSTEM OPERA RON GROUP A TTN: JOE MIRONE (909) 776-2664 ADEL.PH/A (CABLE TV) ATTN: JACK HAYES 1205 DUPONT AVENUE ONTARIO, CA. 91761 (909) 390-4738 VERIZON ATTN. STEVE HOCK 1400 E. PHILLIPS BLVD. POMONA, CA. 91766 (909) 469-6327 FONTANA WATER COMPANY ATTN: MICHAEL J. McGRAW 8440 NUEVO AVENUE FONTANA, CA 92335 TEL: (909) 822-2201 FAX. • (909) 823-5046 WEST VALLEY WATER DISTRICT ATTN. LON TSAI 855 W. BASELINE ROAD RIALTO, CA 92377 SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ATTN. DAVE JOHNSON 549 EAST SIERRA MADRE AVENUE AZUSA, CA. 9.1702-1299 P.O. BOX 1299 (909) 969-7911 PRIVATE ENGINEER'S NOT/CE TO CONTRA C TORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH- OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE . DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON– SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI– BILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N. P. D. E. S REQUIREMENTS CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. M.WD. CONS TRUC T/ON NOTES: 1. NOTIFY MR. JOE MIRONE OF M. W.D. 'S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909) 776-2664, AT LEAST TWO (2) WORKING DAYS ( MONDAY THROUGH THURSDAY ) PRIOR TO ANY WORK IN THE VICINITY OF M. W.D. 'S FACILITIES AND RIGHT–OF–WAY. 2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION, WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 657E OR 666B SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE. J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED FOR M. W.D. 'S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR TO CONSTRUCTION. 4. ALL M. W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCTION WORK, WHEN A MANHOLE OR OTHER M.W.D. FACILITY MUST BE MODIFIED TO ACCOMODATE THE CONSTRUCTION, THE FACILITY SHALL BE MODIFIED BY M. W.D. FORCES. LEGEND A. C. ASPHAL TIC CONCRETE P. C. C. PORTLAND CEMENT CONCRETE B. C. BEGIN CURVE (R) RIDGE LINE B. V. C. BEG. VERTICAL CURVE R/W RIGHT OF WAY B. W. BACK SIDEWALK TAN. TANGENT C.B. CATCH BASIN T. C. TOP OF CURB C.L. CENTERLINE W WID TH E. C. END CURVE V VERTICAL DEPTH E. P. EDGE PA VEMEN T E. G. EDGE GRADE (590.69) INDICA TES EXISTING ELEVA TION E. V. C. END VERTICAL CURVE 590.69 INDICA TES PROPOSED ELEVATION F. L. FLOW LINE F. S, FINISH SURFACE :=.. _: � = � INDICATES SLOPE 2: 1 G.B. GRADE BREAK — – H. P. HIGH POIN T 0 AC PA VEMEN T INV. INVER Ti %// REMOVAL 0. C. ON CURVE GRIND EDGE OF PA VEMEN T © CONS TRUC TION NOTES O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER 2O CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. N0. Zarb ANo. 2C0/ 0.0=4,6 9 O INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 2005. 4O INSTALL BACKWATER VALVE DEVICE O5 REMOVE PLUG AND JOIN EXISTING 8" V.C.P. SEWER O6 INSTALL 8" DUCTILE IRON PIPE (D.I.P.) SEWER O7INSTALL V.C.P. SEWER PLUG O8 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 2CCO AND 20010D - GO O9 INSTALL MANHOLE FRAME AND COVER LOCKING TYPE PER APWA STD. PLAN 210-2 SEE SHEET 2. INSTALL_- _G_" .VCP sEWHR LATF/�AL. F61? C/7i OF 2 /0 &oNTAN.4_ SID. o W(; . 2 CO5 — - - — NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEP THS OF GREA TER THAN 5' SHALL HAVE ADEQUATE SHORING. J. CLASS II AGG. BASE ALL TRENCHES LESS THAN 100' IN LENGTH. 4. COMPACTION SHALL BE 907 IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL - OSHA REQUIREMENTS 5. THE SEWER PLUMBER TO VERIFY THE UL TIMA TE BACKFLOW PREVENTION VA VE NO 7E.- LOCA170NS OF LINES AND LATERALS AND STREET CONNECTIONS HAVE NOT BEEN APPROVED, LOCAL STORM DRAIN LINE AND LATERAL CONNECTIONS MAY CHANGE UPON CITY/FIRE REVIEW OF TEN rA71VES ONCE THEY ARE FORMALLY SUBMITTED FOR CITY REVIEW. REV. REWS/ON DESCR/P77ON DATE ENGR. CITY DATE THE SOUTH LEG OF AN SCE TOWER MI T AVE / UMM 343' NORTH OF HIGHLAND, a2 M/ WEST ALONG THE CL SUMMIT 100 SHOWN ON OF SAN SEVA/NE RD., 2.65 M/ WEST 1 AS S SHO , M.B. 7R. N . 90-100 OF SIERRA AVE. 20-60 NO. 4 ELEVA 770N. # 1428.609 NO. 8 0-5 ASTM C 131 TEST GRADING11 Prepared Under The Supervision Of: PRS v PREPARED IN THE OFFICE OF �Fy MADOLE AND A SSOCIA TES, INC. DRAWN BY w=O s'�► 1 - _ - c� ww � No. 36637 c ,8302 I�/T,SSu.RG/� ,4Y�, 3t/�tE 23o DJ �. Exp: 06-30-06 * % cyo-cucon!roN�i4 C,4; �T T30 � � - • � �- =;z ,ADD Se7WL-R /,;zit;c. AZA l (//Ilp00" PHONE (909)481.-!0322 CFB �gTFOFV F���\ CAL / UPDATE c /TY cSTANDARD c cs LI- W7 - S. "FK/b CHECKED BY: �lx*to TR. 16873 2,849 LF 17 EA 2,566 LF 46 EA 38 EA 1 EA 200 LF 0 EA 0 EA 3 EA OUANTI T/ES TR. 16874 954 LF yl 1,245 LF 36 EA 26 EA 0 EA 91 LF 0 EA Hyl 0 EA 6" MIN. 10 X 6 "MAX. SIZE, NATIVE SOIL COMPACTED 907 8" V. C. P. 10' OR DEEPER USE 112 " CRUSHED STONE BEDDING PER STD. SPECS FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A] SHOWN SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WI THIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH /N A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE W/ TH CONDITIONS AND S TANDA RDS /N EFFECT. VICINITY MAP NOT TO SCALE TR. 16875 2,135 LF 10 EA 1,835 LF 56 EA 18 EA 0 EA 104 LF 1 EA 0 EA TOP OF STRUCTURAL PAVEMENT SUBGRADE 3" MAX SIZE NAT/VE SOIL COMPACTED 957 6" MIN. 10 MAX. 1: 1 SLOPE OR FLATTER OR ADEQUATE SHORING 1 " MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 907 z T YP. BEDDING FOR 8" VCP LESS THAN 10' DEEP NTS @RDF��70 G Z C 36637 a I" (CIVIL OQRpFESS/0�, G; 20 J'Gti C 36637 Ex 0 CIVIL q�OFCALW L � 5 BENCH MARK. • 18-17 BASIS OF BEARINGS: PERCENTAGE PASSING SIEVES BRASS CAP /N THE CONCRETE BASE OF THE BRG. N089'59'31 "E THE SOUTH LEG OF AN SCE TOWER MI T AVE / UMM 343' NORTH OF HIGHLAND, a2 M/ WEST ALONG THE CL SUMMIT 100 SHOWN ON OF SAN SEVA/NE RD., 2.65 M/ WEST 1 AS S SHO , M.B. 7R. N . 90-100 OF SIERRA AVE. 20-60 NO. 4 ELEVA 770N. # 1428.609 NO. 8 0-5 ASTM C 131 TEST GRADING11 Prepared Under The Supervision Of: PRS v PREPARED IN THE OFFICE OF �Fy MADOLE AND A SSOCIA TES, INC. DRAWN BY w=O s'�► 1 - _ - c� ww � No. 36637 c ,8302 I�/T,SSu.RG/� ,4Y�, 3t/�tE 23o DJ �. Exp: 06-30-06 * % cyo-cucon!roN�i4 C,4; �T T30 � � - • � �- DESIGNED B PHONE (909)481.-!0322 CFB �gTFOFV F���\ CAL Date 06 CHECKED BY: RCE 36 3 EXP.�-36-06 l SCL WENDELL L. I WA TSURU �" OWNER / DEVELOPER.- S.C. EVELOPER. S.C. FONTANA DEVELOPMENT CORPORATION 1156 N. MOUNTAIN A VENUE UPLAND, CA. 91785-0670 P.O. BOX 670 PHONE. • (909) 985-0971 SOIL S ENGINEERS RMA GROUP GEOTECHNICAL CONSULTANTS 10852 EDISON COURT RANCHO CUCAMONGA, Ca. 91730 CON TA C T ED L YON PHONE. (909) 989-1751 TABLE: 200-1.2 [A] SIEVE SIZE PERCENTAGE PASSING SIEVES 1 112 1 3 4 100 112 90-100 3 8 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING11 B CITY OF FONTANA, CALIFORNIA SEWER. IMPRO VEMEN T Pt A NS T/TLE SHEET S� S SHOWN Y TS 73, 16874 & 115875 DA TE APR 2005 PP DRA WING NO. 1 8� -� • �� 3934 CITY ENGINEER R. C. E. 51152 DATE 13 0 wir' aL J:\126-2005\sewer\Se�lver16873 74 75\sew0l .dwa. 1 /31 /2006 10:14:48 AM. DJ