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Home My WebLink About3862-1GENERAL 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 7HAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO 774E 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 EXCAVA77ONS 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 EXIST7NG 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 77ES 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 NDN—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 EXIS77NG FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNEC170NS CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS 29 ALL 4" HOUSE LA7ERALS SHALL BE INSTALLED AT A 29 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 EASEMENTS 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, 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 OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CITY OF FONTANA SEWER IMPROVEMENT PLANS TRACT 16869 CITY OF FONTANA UTILITY NO TIFICA TION LIST CITY OF FONTANA SBC A TTN: BRIAN WREN A TTN: JAMES ZIELINSKI 8353 SIERRA AVENUE (714) 666-5415 FONTANA, CA 92335 BACK SIDEWALK (909) 350-6632 CA TCH BASIN SO. CALIFORNIA GAS COMPANY ADELPHIA (CABLE TV) ATTN. JACK JARVIS A TTN.• JACK HA YES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA. 92335 ONTARIO, CA. 91761 (909) 428-8411 (909) 390-4738 EMERGENCIES: (800) 427-2200 FLOW LINE SO. CALIFORNIA EDISON COMPANY VERIZON 7951 REDWOOD AVE. A TTN: JERRY PA LIBEL FONTANA, CA. 92335 1400 E. PHILLIPS BLVD. (909) 820-5598 — UNDERGROUND POMONA, CA. 91766 (909) 875-5100 — TRANSMISSIONS (909) 469-6354 (213) 637-1233 — PIPELINES (909) 357-6233 — DISTRIBUTION FONTANA WA TER COMPANY ATTN. MICHAEL J. McGRA W CRA WFORD CANYON MUTUAL WATER CO. 8440 NUEVO AVENUE A TTN: BASIL J. FABRIZ10 (909) 463-9580 FONTANA, CA. 92335 (909) 822-2201 UNDERGROUND SERVICE ALERT FAX. (909) 823-5046 (800) 422-4133 PHONE (9 09) 937-9151 SAN GABRIEL VALLEY WEST SAN BERNARDINO WATER CO. MUNICIPAL WATER DISTRICT ATTN.— LON TSAI ATTN: DAVE JOHNSON 855 W. BASELINE ROAD 549 EAST SIERRA MADRE AVENUE RIALTO, CA 92377 AZUSA, CA. 9'1702-1299 P.O. BOX 1299 L. IWA TSURU (909) 969-7911 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 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 RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 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 TION 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 MIN/MUM 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 T7C CONCRETE B. C. BEGIN CUR VE B. V. C. BEG. VERTICAL CURVE B. W. BACK SIDEWALK C.B. CA TCH BASIN C.L. CENTERLINE E. C. END CURVE E. P. EDGE PA VEMENT E. G. EDGE GRADE E. V. C. END VERT7CAL CURVE F. L. FLOW LINE F. S. FINISH SURFACE G.B. GRADE BREAK H.P. HIGH POINT INV. INVERT 0. C. ON CURVE DIG. TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT P. C. C. PORTLAND CEMENT CONCRETE (R) RIDGE LINE R/W RIGHT OF WA Y TAN. TANGENT T. C. TDP OF CURB W IND TH V VERTICAL DEPTH (590.69) INDICATES EXISTING ELEVA 77ON 590.69 INDICA 7ES PROPOSED ELEVA 77ON ..:.:_ INDICA TES SLOPE 2: 1 33 LF AC PA VEMENT REMOVAL MADOLE AND ASSOCIATES, INC. GRIND EDGE OF PA VEMENT — — R/W LINE REV. I REVISION DESCRIPTION ReCo eO ,9)"wIA146 S TRA C T 16870 , TRA C T 16871 tt i Rl 5 7S _ -___ may.__ E =f---� ..__ ,�:�� ..•: .-� _ - -- - -- -- - ---- - - -- .�:. ^,j4r _i. /6 41 i � � 2 �C [ 42 i 3 O i; _ r 5NED Tll • IIS ! PRI VA TE pRi VAr 51 � x.41 RECREA TION --- i 170 �! 4 1 I� @�._—.__._.._ i 6 O U3 i I a 46 133 1i T BB47 32 - _ 67 -, - --SOUT 46 131 g - ; 66 30 10 �� . w 65 I 49: 1 { � - '63 ,� `' rMH 3 -� 29 MHJo (°! � i� '� � '� •:..� �-� Sty TRACT 16877 '' ` "; "j `t 23 6 y _ 12 62 :> rte' _ u i -r l , , i •_• 1. 51 27 I I 131 52 {t ,. 61 25 53 - t j 26 a� ' i ,, i i "t y u? 14 t 3-�-- —, i ---- - — 160 � 1.' 551 21 ; z 1 - 151 I J1 CZ 158 �� ii �._._-_-___..._____� .;�•' e , is s `, - _ �y ! •....._ .y ",.�r•.a.•..�:.• 7 ' 4:a1•i�' .aW �l:+Jycr i -fin —._�y -_--__ -� _� —__—y �_.__.�—_y lam_: -_. g —_.__--__ —S _ _ �._—y .—�__._ �_----__ •...•y — ._.�,s �—_ 5.--'---•�_.S —_ .. - .•�—__ .r.Y1-. -:.-�--.,.._.-, ter- � ... >--.. ._..�_.. � ..n. .,._.:,.-.,_.......:_..:.: �..c..;__,.._._..--'•'y,...:_.--•-..�.._._,.-.._..-..->,..........•..1,:...-,_... ._ - ,,...-, ,. .,>,.,-,.-._.w....... -.... .: __ ,.••p...__..__.. --,,.•I t.-.�............._.........ti..:�.......,..,.-,.-_..:�- `_.. - SUMMIT I AVENUE NOTE: ! -INDICATES SHEET NUMBER INDEX MA P SCALE: 1 " = 150' D RAW I N (03 RE"C!"mu /moiQRO-ESS/ 0��\ w N0. 58020 m II1�9� c/V,\. P'A I-IUDDILES T ON RCE DA' T I R V 7 :,�'; E 3: N C. PUNNING -• E=NGINEE=RING: • ;URVk::l>'ING 2900 ADAMS ST STE. A-15, RIVERSIDE, CA. 92504 R/W CURB LINE WATER MAIN SEWER MAIN /Z R 3' MIN. 5' MIN. PROP. 4' SIDEWALK 3' MIN - 5' MIN. i� 0 N LATERAL WATER SERVICE METER TYPICAL SEWER LATERAL & WATER SERVICE DETAIL NOT TO SCALE CONS TRUC TION NOTES VICINITY MAP NOT TO SCALE QUA NTI TIES O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER 2,211 LF 2O CONSTRUCT PRECAST CONCRETE MANHOLE PER 10 EA 1 112 CITY OF FONTANA STD. DWG. NO. 112 ( ID=48" 1 O3 INSTALL 4" V.C.P. SEWER LATERAL PER 2,320 LF 1 2 CITY OF FONTANA STD. DWG. NO. 125 J18 O INSTALL BACKWATER VALVE DEVICE 43 EA 5O REMOVE PLUG AND JOIN EXISTING 8" D.I.P. SEWER 1 EA O INSTALL 8" DUCTILE IRON PIPE SEWER 33 LF DATE ENGR ciTY DATE SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A DILIGENT MANNER, THE CITY ENG/NEER MAY REQUIRE REVS/ONS TO THE PLANS TO BR/NG THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREA TER 7HAN 5' SHALL HAVE ADEQUA 7E SHORING. J. CLASS l/ AGG. BASE ALL 7RENCHES LESS 7HAN 100' IN LENG7H. 4. COMPACRON SHALL BE 909' IN ALL ZONES UNLESS OTHERWISE SPECIFIED. 7RENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. 5. THE SEWER PLUMBER TO VERIFY 774E UL 77MA 7E BACKFLOW PRE VEN77ON VA VE L OCA 77ON WI 7H JOB SUPERIN 7ENDEN T. 6" MAX. SIZE , NATIVE SOIL COMPACTED 909 TABLE: 200-1.2 [A] SIEVE SIZE PERCENTAGE PASSING SIEVES 1 112 THE BRG. N08959'31 "E 1 70*ER M/ WEST J14 100 1 2 90-100 J18 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B TOP OF STRUCTURAL PAVEMENT SUBGRADE 3" MAX. SIZE NATIVE SOIL COMPACTED 959' 6" MIN. 10 MAX. 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING 1 " MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 909 N Z 8" V. C. P. a . •� 10' OR DEEPER USE 1/2" o o CRUSHED STONE BEDDING p PER STD. SPECS FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A] SHOWN NO 7E.- LOCATIONS OF LINES AND LATERALS AND STREET CONNEC170NS HAVE NOT BEEN APPROVED, LOCAL STORM DRAIN LINE AND LATERAL CONNEC770NS MAY CHANGE UPON CITY FIRE REVJEW OF TENTAAUES ONCE THEY ARE FORMALLY SUBMITTED FOR CITY REVIEW. BENCH MARK. if 8-17 BASIS OF BEARINGS: A BRASS CAP IN THE CONCRETE BASE THE BRG. N08959'31 "E OF 174E SOUTH LEG OF AN SCE 343' NORTH OF HIGHLAND, 0.2 70*ER M/ WEST ALONG THE CL SUMMIT AVE OF SAN SEVAINE RD., 265 M/ WEST AS SHOWN ON 7R. NO. 16427-1, M.B. 29617-11. OF SIERRA AVE ELEVATION: 1428.609 Prepared Under The Supervision Of QROF IOy�,, PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 2 uj 3 No. 36637 c m 760-A ROCHESTER A VENUE ONTARIO, CA 91761 Exp: 06-30-06 PHONE (9 09) 937-9151 kP FoF V I \,Date J24_41 RCE 36637 EXP. 640-4* L. IWA TSURU TVP. BEDDING FOR 8" VCP / DIP LESS THAN 10' DEEP NTS Cl T Y OF FONTANA, CALIFORNIA SEWER IMPRO 1 /EMEN T PLANS DRAWN BY SCALE CV TI TL F SHEET AS SHOWN DESIGNED BY� TRA C T X16869 DA 7E CFB OCT 2005 CHECKED BY AP .PROVED BY.- ' DRAWING NO. 1 f I SCL J. 3862 CITY ENGINEER R. C.E. 51152 DATE 5 0 J:\126-2001\sewer\sew01.dwa. 12/2/2005 8:47:54 AM. Gerry. Geav