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Home My WebLink About3942-1SEWER IMPROVEMENT PLANS GENERAL NOTES C_ 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLAN., THE CITY OF FONTANA STANDARD CITY OF FONTANA PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS T CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL E � K IMPROVEMEN" PLAN' BE LATEST tDITION UNLESS OTHERWISE NOTED. .LJ 1 V 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", FOR THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. TRACT MAP 16378 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 1 1/2" --- 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY 3/4" 100 1/2" DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE NO.4 INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO NO.8 WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. ASTM C 131 TEST GRADING THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 89°47' 1 1 " W ON TRACT NO. BRASS DISC. 350-7610. 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND NORTH SIDE FO HIGHLAND 1300 FEET EAST RECORDS VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND COUNTY. EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN TOWER. PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, TEMPORY BENCH MARK ON THE PLANS. HEET 3 LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER L.F. F ® 23 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ILO MAINTAIN BARRICADES, CONSTRUCT 4" THICK CONC. SLAB BETWEEN SEWER & WATER MAIN (10'X1 O'X4") - - OTHERWISE APPROVED BY THE CITY ENGINEER EA. DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 1 1 CONSTRUCT 10" VCP SEWER MAIN (EXTRA STRENGTH) - — - - - - - - - - _- - - 0 - 4 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 7EET INSIDE THE LOT WITH A PLUG 12" 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR BELOW THE GROUND SURFACE WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE General Telephone Company TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF Attn: Steve Hock STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS 1400 E. Phillips Blvd. (213) 637-1233 - Pipelines Ontario, CA 91766 MEASURED FROM THE UTILITY EASEMENT. (800) 422-4133 INDUSTRIAL SAFETY. 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Fontana Water Company Crawford Canyon Mutual Water Co. 31 THE SEWER CONTRACTOR SHALL STAMP AN "S` IN THE FACE OF THE CURB AT THE 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH Fontana CA 92235 LOCATION OF THE SEWER LATERAL (909) 822-2201 SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS Fax: (909) 823-5046 PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED TRACT BOUNDARY POTENTIAL EXISTS FOR GROUND MOVEMENT. I AGENCIES IMMEDIATELY, 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. PLACED, INSPECTED AND APPROVED. INDEX MAP 34 ALL UNDERGROUND UTILITIES SHALL BE INSTAL -ED, TESTED AND APPROVED PRIOR TO 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, PAVING OF STREETS. NTS 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 35 APPROVED SOIL STERILANT IS REQUIRED UNDEF ALL NEW ASPHALT PAVEMENT PRIOR TO PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT PLACEMENT. UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR 1jPON COMPLETION OF PAVING. 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIM WATER, SEWER, STORM BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY DRAIN, FLOOD CONTROL AND CALTRANS ALL UTILITY COMPANIES SHALL BE GIVEN TWO TRAFFIC ENGINEER. WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY 1HE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER 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. 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 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 6" MIN. 6MIN, CONTROL STAKING DURING CONSTRUCTION. 10" MAX. 1t=" MAX. 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR - BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. l 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS, 6" MAX SIZE NATIVE f-1" MAX SIZE SELECTED MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR SOIL, COMPACTED 90% NATIVE BEDDING COMPACTED LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT TO 90% OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TEES TO MONUMENTS CAN BE RUSHE 1/2" CRUSHED----,,'.. N _z ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. STONE BEDDING = - PER STD. SPECS. 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL FOR PUBLIC WORKS CONSTRUCTION "� _ a o TIME & A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE TABLE 200-1.2(A) a_ CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. SHOWN BELOW 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. SIZE PER PLAN 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO TYPICAL BEDDING FOR 8" VCP, 10"VCP & 1®" DIP BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY , DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL 10OR DEPPER SCALE: 1 " = 2' 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 TABLE 200-1.2(A} 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 DOWNSTREAM 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 SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" --- BASIS OF BEARING: I 3/4" 100 1/2" 1 90-60 3/8" 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADING P ®Q pFES 0! 45846 3 Ex. �73G _ Q ,t OF CA��F� \ OF THE CITY ENGINEER. TOLL FREE _q"w'"_ 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION �rf,�l r f �lrfflFf J�7 A/0 295/212z? Z—.% o f 1 ') \f __� _/ 0 7' A 771— __ — — — — ::I C4P019A AI/ENUE MH oLLi - - ------------------ - EX MH �t� EX MH Q " 9 17 �I \ mSHEET 5 118 e e < 16 � I \ lT e �z n I- I e e I � I \ `l m O /�JiyJ LY�Jr�i�yf�J�'Y , I �F LH 81 15 .11,121 19 I I I M 2 I y 14ly- �--- I CONSTRUCTION NOTES: 2® '*I BENCHMARK BASIS OF BEARING: I aG/ BASIS OF BEARING BEING THE EXTEND SEWER CONNECTION TO NEXT MH 05/18/06 SOUTH LINE OF NE 1/4 SECTION BM #8-17 ELEV=1428.609 35, T1S, R6W, SBBM SHOWN AS N DEPARTMENT OF TRANSPORTATION 89°47' 1 1 " W ON TRACT NO. BRASS DISC. MARKED 8-17 15655-6, M.B. 264/47-49, NORTH SIDE FO HIGHLAND 1300 FEET EAST RECORDS OF SAN BERNARDINO OF CHERRY ON THE BASE OF AN EDISON COUNTY. I TOWER. EA TOLL FREE _q"w'"_ 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION �rf,�l r f �lrfflFf J�7 A/0 295/212z? Z—.% o f 1 ') \f __� _/ 0 7' A 771— __ — — — — ::I C4P019A AI/ENUE MH oLLi - - ------------------ - EX MH �t� EX MH Q " 9 17 �I \ mSHEET 5 118 e e < 16 � I \ lT e �z n I- I e e I � I \ `l m O /�JiyJ LY�Jr�i�yf�J�'Y , I �F LH 81 15 .11,121 19 I I I M 2 I y 14ly- �--- I CONSTRUCTION NOTES: 3" MAX SIZE NATIVE - SOIL, COMPACTED 95% 6" MIN. 6" MIN, 10" MAX. 10" MAX. -- --- --- --- -- X SIZE SOIL ACOMPAGTEDI 90% --- --_ _ MAX SIZE SELECTED N - NATIVE BEDDING COMPACTED TO 90% z i. + a FL o PIPE SIZE PER PLAN TYPICAL BEDDING FOR 8" VCP; 10"VCP & 1099 DIP LESS THAN 10' DEEP SCALE: 1" = 2' DATE I ENGR. I CITY I DATE 2® '*I . FLOW LINE I aG/ N. 1 EXTEND SEWER CONNECTION TO NEXT MH 05/18/06 H 7 1 13 TRACT 40UNDIARY ► I = I � Q 21 EA, 112 10 9 8 7 6 5 4 3 2 I1 - 1,352 1 PROPERTY LINE 22 CONNECTION TO EXISTING SEWER MAIN= > L.F. (120) Q 123 I y� EA TEMPORY BENCH MARK ® 11 HEET 3 - 0 L.F. F ® 23 I EA. �., - 10 CONSTRUCT 4" THICK CONC. SLAB BETWEEN SEWER & WATER MAIN (10'X1 O'X4") - - EA. < 1 1 CONSTRUCT 10" VCP SEWER MAIN (EXTRA STRENGTH) - — - - - - - - - - _- - - 0 - 4 Ontario, CA 91761 So. Calif. Edison Company (909) 390-4738 300 N. Pepper Avenue I 24 General Telephone Company (909) 820-5598 - Underground Attn: Steve Hock L- 1400 E. Phillips Blvd. (213) 637-1233 - Pipelines Ontario, CA 91766 (909) 357-6223 - Distribution (800) 422-4133 (800) 422-4133 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Fontana Water Company Crawford Canyon Mutual Water Co. Attn: Michael J. McGraw Attn: Bill Vanderkieft, Jr. 8440 Nuevo Avenue (619) 868-6040 Fontana CA 92235 (909) 822-2201 Fax: (909) 823-5046 9 15 TRACT BOUNDARY I INDEX MAP NTS 3" MAX SIZE NATIVE - SOIL, COMPACTED 95% 6" MIN. 6" MIN, 10" MAX. 10" MAX. -- --- --- --- -- X SIZE SOIL ACOMPAGTEDI 90% --- --_ _ MAX SIZE SELECTED N - NATIVE BEDDING COMPACTED TO 90% z i. + a FL o PIPE SIZE PER PLAN TYPICAL BEDDING FOR 8" VCP; 10"VCP & 1099 DIP LESS THAN 10' DEEP SCALE: 1" = 2' DATE I ENGR. I CITY I DATE Q z a w FOOTHILL BL ARROW BL > ARROW BL MERRILL AVE. PROJECT SITE —1 RANDALL AVE SAN BERNAR INO AVE Q >d VALLEY BLVD. m cn 10 1-10 FWY SANTA ANA AVE VICINITY MAP N.T.S. 44 ESTIMATE OF QUANTITIES �1 NPr%T-1vt4Nk- 5f -AL. b/u/o 1�► . FLOW LINE tZXt-ADVe COM6,TT.uLT104 MOM A6 M aG/ N. 1 EXTEND SEWER CONNECTION TO NEXT MH 05/18/06 CCL - 10 Q z a w FOOTHILL BL ARROW BL > ARROW BL MERRILL AVE. PROJECT SITE —1 RANDALL AVE SAN BERNAR INO AVE Q >d VALLEY BLVD. m cn 10 1-10 FWY SANTA ANA AVE VICINITY MAP N.T.S. 44 ESTIMATE OF QUANTITIES �1 REMOVE EXISTING CLEANOUT---------------------------- 0 LS. FLOW LINE FS CONSTRUCT 8" VCP SEWER MAIN (EXTRA STRENGTH) - - - - - - - - - - - - - - - 2065 L.F. m �3 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG.NO. 112 - - - - - - - 10 EA. m �4 CONSTRUCT FLAT WYES CONNECTION - - - - - - - - - - - - - - - - - - - - - - 20 EA, QUANTITIES SHOWN ARE FOR BONDING PURPOSES ONLY. HEIGHT CONSTRUCT SEWER LATERAL AND HOUSE CLEANOUT PER CITY STD. NO. 125 - - - - - - 1,352 L.F. PROPERTY LINE R/W CONNECTION TO EXISTING SEWER MAIN= 1 L.F. (120) �7 INSTALL BACKFLOW VALVES --= 0 `-� � = e ---- - � _ = _ _ _ =- = 5 EA TEMPORY BENCH MARK ® CAP SEWER MAIN FOR FUTURE CONNECTION- --- - - - -- - - - - - - - - - - - -- - 0 L.F. F ® CONNECT EXISTING SEWER MAIN ------------------------ 1 EA. PROPERTY LINE 10 CONSTRUCT 4" THICK CONC. SLAB BETWEEN SEWER & WATER MAIN (10'X1 O'X4") - - - 1 EA. - 1 1 CONSTRUCT 10" VCP SEWER MAIN (EXTRA STRENGTH) - — - - - - - - - - _- - - 0 L.F. Ontario, CA 91761 LEGEND: TC TOP OF CURB FL FLOW LINE FS FINISHED SURFACE FG FINISHED GRADE FF FINISHED FLOOR GF GARAGE FLOOR PAD PAD TW TOP OF WALL TF TOP OF FOOTING QUANTITIES SHOWN ARE FOR BONDING PURPOSES ONLY. HEIGHT FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. LENGTH L PROPERTY LINE R/W RIGHT—OF—WAY ® RETAINING WALL (120) EXISTING ELEVATION 120 PROPOSED ELEVATION TBM TEMPORY BENCH MARK BM BENCH MARK (909) 350-6632 CUT F FILL N NATURAL ----� PROPERTY LINE 1981 W. Lugonia Avenue EXISTING CONTOURS Redlands, CA 92374 PROPOSED CONTOURS - LIMIT OF OVEREXCAVATI Emergencies: (800) 427-2200 CUT/FILL DAYLIGHT LIN CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LAND SURVEYORS: L L ON E CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXPECTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. NOTE: QUANTITIES SHOWN ARE FOR BONDING PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. "*" INDICATED THE PAVEMENT SECTION SHALL BE SUBMITTED TO SOIL ENGINEER'S APPROVAL. ALL PAVEMENT SECTION RECOMMENDATIONS BASED ON "R" VALUE ANALYSIS OF THE SUB -GRADE SOIL, AND EXPECTED TRAFFIC INDEX. CITY OF FONTANA — UTILITIES NOTIFICATION LIST City of Fontana Pacific Bell Co. 8353 Sierra Avenue Attn: Virginia Becker Fontana, CA 92335 3939 E. Coronado Street (909) 350-6632 Anaheim, CA 92807 Attn: Brian Wren (714) 666-5467 So. Calif. Gas Company Underground Service Alert Attn: Dennis Freeman (800) 227-2600 1981 W. Lugonia Avenue Redlands, CA 92374 Comcast ( Cable TV ) (909) 335-7547 Attn: Jack Hayes Emergencies: (800) 427-2200 1205 Dupont Ave. Ontario, CA 91761 So. Calif. Edison Company (909) 390-4738 300 N. Pepper Avenue Rialto, CA 92376 General Telephone Company (909) 820-5598 - Underground Attn: Steve Hock (909) 875-5100 - Transmission 1400 E. Phillips Blvd. (213) 637-1233 - Pipelines Ontario, CA 91766 (909) 357-6223 - Distribution (800) 422-4133 (800) 422-4133 Fontana Water Company Crawford Canyon Mutual Water Co. Attn: Michael J. McGraw Attn: Bill Vanderkieft, Jr. 8440 Nuevo Avenue (619) 868-6040 Fontana CA 92235 (909) 822-2201 Fax: (909) 823-5046 Prepared Under The Supervision Of oeROFESS/pN9� FOCUS ENGINEERING, INC. `� ova t IN �% Fti� 25 MAUCHLY, SUITE 317 ?+ IRVINE CA 92618 DRAWN BY: EXR 12/31/05 TEL: '(949) 450-0590 M. S. L. * * FAX: (949) 450-0592 DESIGNED BY: ClV1\-A.C./C.L. q�F 11F CAt�� DATE: X0,3 �6 CHECKED BY: CHARLIE C. LIU, RCE: 41497 CHARLIE L CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLAN TRACT MAP 16378 PERLPLAN TITLE SHEET DATE: 2005-07-14 AP VIED BY: /y DWG N 01 3942. TY ENGINEER R.C.E. 51152 DATE: 5