The URL can be used to link to this page

Home My WebLink About3742-1LO 0 N 0 3 -o F- V) i L0 N Of / CU 0 / .L w / L0 N / N ®r GENERAL NOTES J 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, CITY OF FONTANA THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS O THER WI SE NOTED. TRACT MAP NO. 16325 COYOTE CANYON 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE ROAD SITE LOCATION RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. SEWER IMPROVEMENT PLANS 3. ALL MATERIALS AND METHODS ARE SUBJECT 'TO THE APPROVAL OF THE CITY ENGINEER. DUNCAN CANYON ROAD 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT PROPOSED DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION P,M.B, 122/67- SEWER PER I ROADRUNNER SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN I �' PARCEL 1 APIV-226-072-044 APN-226-072 088 SOWER PLANSROADROAD PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. � J- z - _ - - - � _ _ +� � 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES °�� CHERRY DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC _ _ _ _ _ _ _ AVENUE EDITION UNLESS 0 THER WI SE DIRECTED BY THE CITY TRAFFIC ENGINEER. - - - - - - - - - - - MMM. CONTRACTOR TO MAINTAIN BARRICADES DELINEATORS TORS � � �. ,�� COYOTE CANYON ROAD � -- -- �'� PROPOSED .�F�� RAD CREEK 6. IT SHALL BE THE RESPONSIBILITY OF THENTREMMEMMEE MEMEMEHEMEMEMEM__oma Iy OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. i _ _ _ - � - - - - -- --- '-' - - - - ' SUMMIT \ DUNCAN CANYON 7- SEWER PER - - TRACT�QLINQ9RY_ - - - - - - - - - - DUNCAN CANYON 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - id SEWER PLANS AVENUE ROAD TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL {' - - - - SAFETY. I f LOT "F" W LOT G" I� 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE I 2 -9,, 'II VICINITY MAP GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE III 8 9 10 11 12 13 1 15 16 17 18 19 2� �� N.T.S. REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES III cn III LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.H. N M I j .o. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT I I 7 PEPP RWOOD NE v I SOX o , OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. I I M.H. No. 12 2 10. THE LOCATIONS OF U TI L1 TI ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMA TION,I Z - y / - - , . - .f ENGINEER'S NOTICE TO COAMMCTORS HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, I III \ �j 2 � ,� THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER I I \ / �'�, / THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR CONTACT UNDERGROUND I 6 I HEFT 3 M.H. No. 10 M.H. No. s /� .H. No. SAPPROXIMATE. THE ENGINEER ASSUMES PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL NTA N \ / / STRUCTURES SHOWN ON THESE PLAN ARE I I M. H. NO. 11 \ � � SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE I I 74 6� 26 �''' ,,= /`` NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, I I j f IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE (! I I 73 72 71 70 69 68 BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND I I I I 5 66 %� Olt/ _ WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, II CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK ,,/, / AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED AROUND THEIR FACILITIES. I I i I0 / ,, UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S 0 WATER MAIN VALVES WITHOUT I I „ 75 6 / �! 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT R W I M.H. No. s RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY LOT E >- I G� APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE III 4 / �� 0 / / COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 0 D 2 /1-800-227-2600 III I � N 6 / 5� / / SERVICE ALERT (U.S.A.) PHONE TWO (2) WORKING DAYS PRIOR TO 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE 0 THER WI SE NOTED. b / / / /- - DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE I i I L -U 76 M.H. No. 17 60 / 0 / VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY GRADES. THE CONTRACTOR SHALL BE I I I W / /" CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN R 0 I it I 6 f �r / / IDENTIFICATION NUMBER ISSUED BY U.S.A. RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING 1 a0 I IIIco DURING CONSTRUCTION. CY) � I I J / �� / / / / / THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH w p� I ( I ' 02 / PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE !S MADE W 77 5 / / MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. Z M.H. No. 13 I \ / / ,�� / / THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, o j III I j DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. 2 ` /i MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR I III I \ G / M.H. No. / �, „�pP/ THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS I I ( \ G� / �� / / / , f�o�/ CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK 6 S / �" ,� AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER I III I 78 y� \ \ / i 'X �PG BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS REPLACEMENT OF THE MONUMENT. III 1 M.H. No. 14 / �,� '� / /, ' INDEX MAP E ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS Q� � .� � / � �� NOT SPECIFICALLY LISTED I N TH 1 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. III 6 & S �0 / j f �,� 1 =100 INCLUDED IN THE OTHER ITEMS OF WORK. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR I SHEET 50 / , RESIDENTS AND EMERGENCY VEHICLES. I I _ ` �• 9 5�` / ��` �� / r �j -/ GRAPHIC , SCALE, UPON FINAL DESIGN OF THE INTERIOR PLUMBING SYSTEM FOR EACH LOT, CONTRACTOR 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, I_- \ / ` j -r/ f 100 0 50 100 200IS TO DETERMINE WHICH LOTS WILL REQUIRE BACKWATER VALVES 1N ACCORDANCE WITH INCLUDING ADEQUATE WATERING, AT ALL TIMES. o i \ / / �6 / // ,/ SECTION 710.1 OF THE UNIFORM PLUMBING CODE. BACKWATER VALVES AS NOTED ON THESE 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE z / �,2 SCALE. 1" =100' PLANS. WERE LOCATED IN RESPECT TO PAD ELEVATION, IN LIEU OF FLOOD RIM ELEVATION DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING o III R O / M.H. No. 4 / / 2 OF LOWEST FIXTURE, VERSUS NEXT UPSTREAM TDP OF RIM ELEVATION OF MANHOLE. pEE CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. E H. No. 15 �� ! �' , `►`" 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. U III M.H. D. 16 TOP AND BOTTOM ELEVATION CALLOUT FOR ALL PROPOSED OR EXISTING UTILITIES AND 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE I I� I I 51. 50 �� / / / j // /% SOUTH �c WEST NORTH & EAST FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. WALL THICKNESSES FOR ALL REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE I I ; \ / �(,� �� / / / / R W R W UTILITIES AND FACILITIES PROPOSED OR EXISTING BY INSTALLING CONTRACTOR MAY VARY SPECIFIED DENSITY IS OBTAINED. i I I LOT B \ /j /% / 64'/60' DUE TO MANUFACTURER'S TYPE, USE AND SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET I \ f 9 / ji/ / / EXISTING AND PROPOSED UTILITY AND FACILITY CROSSING LOCATIONS SHOWN. ON THESE II / 12 40'130' 12 IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY I \� / /� / / PLAN PRIOR TO INSTALLATION TO INSURE THE TYPE OF MATERIAL HE HAS CHOSEN MEETS NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. o 0 0.5 S' 6.5' 20' 18' 20' 18' 6.5' S' Z 0.5' THE MINIMUM SEPARATION REQUIREMENTS OF CITY OF FONTANA. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH w / N CL EXISTING CONCRETE. /� 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES THE CONTRACTOR SHALL PROVIDE A TERMINAL w I - - / CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, uj ¢o w I I 47 / i IN / � j / / � PRIVATE ENGINEER NOTE SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. � � � III �/ /% % /71/77/7,2-� 2.0% 2' �� - M. H. NO. 3 / / / 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE / .. , . ...::.�:......; •..... : •; • .:••' '` •• :. : ,. •.:...... .. .:• CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED `, '�' � � � � � � � �� `G �`�"�`' � + ' CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME VITRIFIED CLAY PIPE (V. C. P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF I I / l�/�/ 5 6 PROP. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE THE ASTM DESIGNATION C700 FOR V.C.P."/ I III / �� '�� / 8'/12" CURB &OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE III / �j j'�/ PROP. WTR• 7 GUTTER THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED CITY ENGINEER. , ` M.H. No. 8" SWR. TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO e�z/� /� / DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 1 !� \ M.H. No. 1 / j ,/ / PROP. STORM DRAIN LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY / , / / THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING \ \\ N15,f " // ;, f / PROFESSIONAL. FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. / TYPICAL STREET SECTION 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2,'V. MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. �\ \ b(ro / j- v % / N. To So 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 \ 0 / SHEET INDEX UTILITY PURVEYORS \� .1. - / SEWER ESTIMATE OF OUAINTMES OUANTITIES THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY `\ /// / /f r .�!/, / SHEET 1: TITLE SHEET VICINITY MAP GENERAL NOTES WATER WEST VALLEY WATER DISTRICT ATTENTION: LON TSAI EASEMENT. l �, / 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF ' / O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, 3 381 LF INDEX MAP 855 W. BASELINE TELEPHONE: (909) 875-1804 THE SEWER LATERAL. ; G BEDDING PER DETAIL ON SHEET 6. RIALTO, CA 92377 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS,1, / 2O CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER SHEET 2: MILLBROOK WAY STA. 9+93.00 TO STA. 17+17.68 THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. CITY OF FONTANA STD. No. 112. 17 EA SHEET 3: PEPPERWOOD LANE STA. 9+94.97 TO STA. 18+42.94 SEWER CITY OF FONTANA ATTENTION: BRIAN WREN 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,\ \ 3C CONSTRUCT 4" SEWER LATERAL AND HOUSE CLEANOUT PER SHEET 4: CRIMSON STREET STA. 9+39.65 TO STA. 18+00.00 8353 SIERRA AVE. TELEPHONE. (909) 350-6632 INSPECTED AND APPROVED. %� � 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF / CITY OF FONTANA STD. No.125 AND 125B, IN LANDSCAPE AREAS. (79 EA) 2,741 LF SHEET 5: CRIMSON STREET STA. 18+00.00 TO STA. 25+36.23 FONTANA, CA 92335 STREETS. / 'r Of .JR 4 REMOVE TEMP. END PLUG AND JOIN PROP. SEWER. 1 EA ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY ATTENTION: JEFF BURT 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. / Q� �0� O SHEET 6: DOVE VALLEY COURT STA. 9+95.00 TO STA. 11+83.42 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED - O Q. C(/ 5 INSTALL BACKWATER DEVICE. 36 EA 800 W. CIENEGA AVE. TELEPHONE. (909) 592-3737 �Q� ,� �� C DEERWOOD LANE STA. 10+48.73 TO STA. 11+97.36 SAN DIMAS, CA 91773 ' GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. G 0 6O CONSTRUCT 8" DUCTILE IRON PIPE SEWER LINE, TYPICAL BEDDING DETAILS 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, '� Cl) m BEDDING PER DETAIL ON SHEET 6. 59 LF GAS SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: STEVE ROBLES BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC No. 41983 m ENGINEER. 16231 VALLEY BLVD. TELEPHONE: (909) 428-8407 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SEINER LEGEND FONTANA, CA 92335 SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CIVIL ��Q. TELEPHONE VERIZON ATTENTION: FRANK ANGUSTAIN �CFCAl.1F I SEWER MAIN LINE 16071 MOJAVE DR. BLDG. B TELEPHONE. (760) 245-0330 Q - VI CTORVI LLE, CA 92392 BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER 0 SEWER MANHOLE CABLE ADELPHIA COMMUNICATIONS ATTENTION: LEWIS MCDONALD BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE 1500 S. AUTO CENTER DRIVE TELEPHONE. (909) 975-3343 THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP NORTHWEST 1/4 OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO Centex Homes AL.BUS-KEEFE and ASSOC., INC. SEWER LINE WITH LATERALS ONTARIO, CA 91761 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, S SHOWN ON THE AMENDING MAP OF TRACT 13750, MERIDIAN, COUNTY OF SAN BERNARDINO. 2280 Wardlow Circle, Suite 150 1011 N. ARMANDO STREET 19LED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, Corona, CA 92880 ANAHEIM, CA 92806 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER Ph: (909) 279-4000 Ph: (714) 630-1626 OF SAN BERNARDINO COUNTY, BEING NORTH 0(730'24' Fax: (909) 273-2100 Fax: (714) 630-1916 BW BACKWATER DEVICE WEST. BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q O QRpF ESS/pN AEIAICASC THE INTERCALISECTION OF RANCHOIA 1992 MIT AVE. AND CHERRY AVE. AT THE O ��:`11 D' C��F, E N G I N E E R1 N G COYOTE CANYON TRACT 16325 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS N T �� %J, % 937 SOUTH VIA LATA DRAWN BY: SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN -Cl)Z 2 SEWER 14PROVEMEW PLANS SCALE: FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER " r^ SUITE 500 os � N0. C041983 � COLTON, CA 92324 DESIGNED BY: E SHEET ASHOWN ABOVE FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO BEFORE DAYS BEFORE EXP. 3/31/06 PH. (sos) 783-0�0� FAx sos 783-o�os ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIG YOU DIG CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. PREPARED BY: MM R.C.E. N0. 41983 PP ovE/"--7 AUGUST 2004 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD �T CNI� \Q' EXP. DATE. 3/ 1/06 CHECKED B : DRAWING NO.: MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TOLL FREE 1-500-227-2600 9TF OF CA��F�� sec 7 z S -D 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE. �� 0: OS J,M CITY ENGINEER R.C.E. 51152 DATE: 3742 6 NAVD 88 -1508.56 (FEET � R�.C.o2o-o2Aw�NG og 20 � � ��jo