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HomeMy WebLinkAbout3852-1GENERAL NOTES CITY OF FONTANA 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 SIT�F LO ON ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION - I COYOTE CANYON TRACT MAP NO. I UNLESS OTHERWISE NOTED. 1%Q�1 �LVV ROAD 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE SEWER IMPROVEMENT PLANS RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR DUNCAN CANYON SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. ROAD 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. II 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT / I I IRA `�� - AVENUE �P�F ROADRUNNER ROAD DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION Q5 LYTLE CREEK SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN - - �tF ROAD PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. PARCEL BUUNVAHy _ _ _ _ _ _ _ _ _ y _ - SUM I T / \ DUNDAN CANYON 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES - - - _ -- -AVENUE DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC - EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. TRACT BOUNDARY COYOTE CANYON ROAD 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS - - VICINITY MAP OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. PROP. 8" VCP SEWERN.T.S 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR PER COY TE CANYOA ROAD I j TRENCHES RENC .ES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL QI I SEWER NO. 3801 11 I j EAKOYEERrS �y177/� TO CrVI� I N1CT/�p�� 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE 67 68 69 j 1 2 3 4 5 6 7 8 9 10 ��VOISG GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE 66 j 12 I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERRHEAHE4 D UTILITIES OR REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHESSTRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND JACKRAIBBITSI.' 1=1 - - - M.H. No. 6 NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR MOVEMENT._ _ _ _ _ _ _ _ _ _ _ _ - - - - 11 L_ IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT 65 - - - - BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.j 13 I j WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, \ j AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED NO. 9H SHEET 2 M. . HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, M.H. NO. 8 I UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER 64 M.H. NO. 7 79 80 81 82 j RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND N0, 15 7p 71 72 73 74 75 76 77 78 j 14 I j j COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. M.N• \ SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE 63 VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND \ j 'o j IDENTIFICATION NUMBER ISSUED BY U.S.A. CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK \ j 15 AROUND THEIR FACILITIES. \ \ o I THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT 620 i PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE -4 \ 94 93 92 91 90 89 88 87 86 85 84 83 1 I cr I THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 16 i o DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. m \ M.H. NO. 21 y m THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE 61 A \ HONEY LA N o J I O CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE v \ __ -. - - o a I j AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A M RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING 'p N tio. 17 - - . - - - - - -- -- - g BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS DURING CONSTRUCTION. NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH 60 \ a a I INCLUDED IN THE OTHER ITEMS OF WORK. MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. M.H. NO. 20 SHEET 5 M.H. No. 5 t INDEX MAP UPON FINAL DESIGN OF THE INTERIOR PLUMBING SYSTEM FOR EACH LOT, CONTRACTOR 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, M.H. NO. 19 r 18 MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR 38 37 j 1 "=100' IS TO DETERMINE WHICH LOTS WILL REQUIRE BACKWATER VALVES IN ACCORDANCE WITH LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS 59 \ 110 109 108 1 (j SECTION 710.1 OF THE UNIFORM PLUMBING CODE. BACKWATER VALVES AS NOTED ON THESE CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK Ay 95 j GRAPHIC SCALE PLANS. WERE LOCATED IN RESPECT TO PAD ELEVATION, IN LIEU OF FLOOD RIM ELEVATION PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER \ OF LOWEST FIXTURE, VERSUS NEXT UPSTREAM TOP OF RIM ELEVATION OF MANHOLE. too' o so' 100' 200' REPLACEMENT OF THE MONUMENT. 58 y \ j 19 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. ate, a0.� \ j 39 36 j TOP AND BOTTOM ELEVATION CALLOUT FOR ALL PROPOSED OR EXISTING UTILITIES AND A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR $ 1• 107 SCALE: 1" =100' FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. WALL THICKNESSES FOR ALL RESIDENTS AND EMERGENCY VEHICLES. c, \ 96 ; j UTILITIES AND FACILITIES PROPOSED OR EXISTING BY INSTALLING CONTRACTOR MAY VARY 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, 57 cD \ 40j 20 DUE TO MANUFACTURER'S TYPE, USE AND SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL INCLUDING ADEQUATE WATERING, AT ALL TIMES. \ j LOT A 35 I I EXISTING AND PROPOSED UTILITY AND FACILITY CROSSING LOCATIONS SHOWN ON THESE 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE �o \ 97 106 7 PLAN PRIOR TO INSTALLATION TO INSURE THE TYPE OF MATERIAL HE HAS CHOSEN MEETS DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING 56 THE MINIMUM SEPARATION REQUIREMENTS OF CITY OF FONTANA. 20. CONSTRUCTION BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. o \`7' \ j 41 34 PRIVATE E11K.i�11EER NOTE r. j 21 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE M.H. NO. 18 REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE 01 98 105 M.H. NO. 4 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED SPECIFIED DENSITY IS OBTAINED. 55 �\ 1 P2 x��Cn CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET 42 33 ( SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY j I SEWER MAIN LINE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 99 104 I THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH1 j TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO EXISTING CONCRETE. 54 43 32 23 I 'i - 0 SEWER MANHOLE DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL pilI LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, 1 103 THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. I 100 SEWER LINE WITH 53 j 44 31 24 LATERALS PROFESSIONAL. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE 1 `1 VITRIFIED CLAY PIPE (VC.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF j j THE ASTM DESIGNATION C700 FOR V.C.P. NO. 11 RI E1 M^ 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE M.H• EX. M.H. CITY ENGINEER. 1 101 102 1 45 30 I P5 BW BACKWATER DEVICE SHEET 1: TITLE SHEETN ICINITY MAP GENERAL NOTES 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO 52 M.H. NO. 17 M.H. NO. 3 i Aie INDEX MAP ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 1 _ �� SHEET 2: JACKRABBIT STREET STA. 10+39.95 TO STA. 20+22.03 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING - - - SHEET 3: MAPLEW OD DRIVE STA. 9+96.90 TO STA. 2+64.4 8 - - `" "'" ' _ � _ � SHEET 4: MAPLEWOOD LANE STA. 9+95.00 TO STA. 12+64.44 FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. M.H. NO. 10 M.H. No. 16 EASEMENT STA. 12+64.44 TO STA. 16+35.01 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 29 MINIMUM GRADE UNLESS OTHERWISE M.H. No. 2 WILDWOOD LANE STA. 9+93.49 TO STA. 11+83.75 APPROVED BY THE CITY ENGINEER. 51 SHEET 4 46 ATER QUAL 29 SET 4 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THELINE "C" M.H. No. 1 SHEET 5: HONEY PINE LANE STA. 9+97.99 TO STA. 18+54.34 GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY,27 26 SHEET 6: COTTONTAIL WAY STA. 10+12.27 TO STA. 15+95.00 THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY 50 49 48 I 47 28 TYPICAL BEDDING DETAILS EASEMENT. SHEET 7: GLENWOOD AVENUE STA. 9+95.00 TO STA. 19+52.09 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. ���/�p /�� /y �w. ' rRAcr eouNDARY o ! V ►ILII 1 PVI'71r�Ycm 32 I THE XCONTRACTOR SHALL ANOT��THE ENGINEER AND LALL AFFECTEDPAGENCIES IMMEDIATELY. L7EWE E�ATE O VVMI�II►IGS WAAMIE7 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, RICH FA SIN WATER WEST VALLEY WATER DISTRICT ATTENTION: LON TSAI INSPECTED AND APPROVED. Gi CONSTRUCT e" EXTRA STRENGTH VCP SEWER LINE, 4,767 LF 855 W. BASELINE TELEPHONE: (909) 875-1804 34 STREETS. UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF O BEDDING PER CT 48" DIA. ECCENTRIC MANHOLE PER 20 EA s. B. C.1' . C. D. NORTH & EAST SOUTH R & WEST RIALTO, CA 92377 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. CITY OF FONTANA STD. NO. 112.64' SEWER CITY OF FONTANA ATTENTION: BRYAN WREN 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED 8353 SIERRA AVE. TELEPHONE: 909 350-6632 GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. Q CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY OF FONTANA 110 EA 12' 40' 12' ( ) 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, STD. NO. 125 AND NO.125B. 3,664 LF 0.5' 5' 6.5' 20' 20' 6.5' 5 O 5, FONTANA, CA 92335 BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC 4O REMOVE TEMP. END PLUG AND JOIN PROP. SEWER. 1 EA ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY ATTENTION: JEFF BURT ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO O INSTALL BACKWATER DEVICE. 51 EA 800 W. CIENEGA AVE. TELEPHONE: (909) 592-3737 SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. © CONSTRUCT 8" DUCTILE IRON PIPE SEWER LINE, BEDDING PER DETAIL SHEET 6. 367 LF 2. OX 2.0% 2.0% 2.0% � SAN DIMAS, CA 91773 -�O`- ' S -' GAS SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: STEVE ROBLES 7 CONSTRUCT 60" DIA. ECCENTRIC MANHOLE PER 1 EA pFE �D�,� CITY OF FONTANA STD. NO. 112. Y PROP. 6'� 16231 VALLEY BLVD. TELEPHONE: (909) 428-8407 8"WTR. FONTANA, CA 92335 GS BASIS OF BEAFlNLEGAL DESCRPTIOPk OWNER/DEVELOPER SOL ?� � - CURB & GUTTER 7 , � PROP. TELEPHONE VERIZON ATTENTION: FRANK ANGUSTAIN BEARINGS ARE BASED ON THE WESTERLY LINE OF THE NORTHEAST U N 8" SWR. QUARTER OF SECTION 23 TOWNSHIP 1 NORTH, RANGE 6 WEST u� ,r/p SAN BERNARDIdO MERIDIAN AMENDING MAP BEING A 8UBDNISION OF A PORTION OF THE NORTHEAST V4 OF Centex Hmee loALBUS-KED and ASSOC, INC. * !�][p• 1/10 * PROP. STORM DRAIN VICTORVILLE, CA 92392 - TRACT 13750, FILEDN BOOK 250 OF MAPS, AT PAGES 4B T}1ROl1GFt �. SECTION 23 TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 126 5 Corona Polite Cart 1011 N. Armando Street COUNTY OF BAN BERNARDNOBERNARDINO. Carola, CA 925M MahelIn, CA 92WO �' �Q CABLE ADELPHIA COMMUNICATIONS ATTENTION: LEWIS MC'DbNALD COUNTY. BEING NORTH OF 00*30'24 RECORDER OF � M- (M) 2�3W My �) 630-16M9��FCAI�� TYPICAL STREET SECTIO N 1500 S. AUTO CENTER DRIVE TELEPHONE: (909) 975-3343 Faw its 279-21DO Far. (714) 63D-1916 N. T. S. ONTARIO, CA 91761 BENCH MARK O REV, REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER AE11CASC CrTY OF FONTANA, CALIFORNIA DESCPoB® BY AETAOPOLTTAN WATEfl DISTTiICT 90.CALIFOR IA 1992 RANCHO CUCAMONGA, PEAR THE ?_>�Jl fl QROFESSIONINTERSECTION OF SLUK AVE. AND CHERRY AVE AT THE SHOULD OOPISTAUC 1ON OF 71.E RECIUI ED tMPROVEMENTB NOT 4QA����C(/,N9�COYOTE CANYC%N TRACT 16290-1 r SUITE 500 OS SOUTHWEST CORNER OF CHERRY AVE AND SUMMIT AVE 101 C= ~ � h V J 937 SOUTH VIA LATA DRAWN BY: SEWER IMPROVEMENT PLANS SCALE: COMMENCE WTTHiN TWO YEARS OF TFf DATE OF APPROVAL 8HK)1NW co z F$T WEST OF THE CENTERLINE OF CHERRY AVE AND 37 HEREON APD CARRED FORTH N A LOI-1GENT MANNER, THE CRY EPN (NEER N0. C041983 a COLTON, CA 92324 DESIGNED BY: DAAS TE: SHOWN ABOVE FEET SOUTH OF THE CENTERLINE OF SUMMR AVE. BET FLUSH DIAL TVO VORKING MAY REOUI;E REVISIONS TO THE PL.MIS TO BRING THEA INTO EXP. 3/31/06 pH. 809 7aJ-o1o1 FAx soe Tai-o1o6 ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE LB 3FiEEr JULY, 2004 CATCHBASN 0.5 FOOT SOUTH OF CUF;B FACE A STANDARD YOU DIG YOU DIG CONFORIdANCE WITH COPDRK)NS AND STANDARDS N EFFECT' * PREPARED B . . C R.C.E. NO. 41983 MWDSC 3 NCH BRASS DISK STAAAPED '33A 1992'. TOLL FREE 1-800-227-2600 ST CIVIL EXP. DA 3/3 CHECKED BY: A oVED DRAWING No.: A PUBLIC SERVICE BY lI1DERGROl1ND SERVICE ALEFIT �Tf OF CAS\E� ATE: 0 SBC/JA ,j,M, �, 1 NAVE) 66 -1506.56 Q-EETi / RECORD DRAW/VG /70 CITY ENGINEER R.C.E. 51152 DATE: % ..,.. Aw