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Home My WebLink About3425-1GENERAL NOTES CITY OF FONTANA 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS,SEWER THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION TRACT MAP. NO 16325-2 UNLESS OTHERWISE NOTED. x 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. T .�,. ,j.. �.T t.�•�. �-•�: rt < !T ,�_ r<: �. �.� �� i -r.-r ► �� -- r�.T �r •M i IST 1;-�:r� , �T �� r' :.�. 1 •�-� :.% - 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT f ,. t.� .:. �.. ;. _-•'T_ : :.-• Tom. y fl t` t��.J..-/��• • �%•i�f-' Lw i1 --•-T 1r.+y.• t •• - •� �r tti h- -ir '..r, • b •.'�^ .-f! �� •�.��I r+.i �^ '•...••• • . b'�.�.�..-w # •. Y ..'. ..- I - I: DEPARTMENT ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION ^` ��,�,� •.,r- -r �� .#< •��• --F• - ---�•- -�-�^- ;.�..� ==,:-:-�,: ;i-.��'�-•``"'"`. f -..,.r .' -r -r T-r��T-`l.T.-ry+- - �'� ,��+r..•r��.�- r.� �_ !-f. .�_•r��-,�.. r.. .. _ •t .•'-i . , y •<: .••� �. •�� •_. i •. • ` .: i SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN - - = ' �Y�; �-�'• �--� -s- .�"= - . .• _: ��. • � • _. ��• ._� i•L•-- _�-.�.�� _ _ L �~ :.rte � � �• �w � � 1� •LL � 1- •1L f .. i .. Sr- � - , .L.•� .-► � .�� PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. _ _ _ _ _ _ _ _ _ _ HAWKER CRAWFORD CHANNEL ^ _ _ _ _ _ __ _ _ _ __ - _ - - - - - - 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 6 7 8 g 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. S H ET 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR M H O 6 M H NO 7 SHEET M HN 0 8 27 COYOTE CANYON R:;40AD UNCAN CANYON SITE LOCATION CHERRY AVENUE LYTLE CREEK ROAD SUMMIT \ DUNCAN CANYON AVENUE ROAD I N.T.S TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL .H. 0.4 M.H. .5 SAFETY. 5 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE M H NO.3 - - - - - THISTLE STREE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE M.H. NO -24 REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES M.H. NO -17 LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND 28 / SEWER ESTIMATE OF QUANTITIES MOVEMENT. 4 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT Q 55 68 69 70 71 72 73 74 75 76 77 78 79 80 81 OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER UNE, 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, I / Q BEDDING PER DETAIL PER SHEET HEREON. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, 182 00 29 THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER L / N0.M.H.0.22 PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND M H. 2 M. T, 67 91 90 89 88 87 SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 56 94 93 92 30 x / 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE 2 H. NO. 19 S HET 6 .H. N0.20 86 83 IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND m 66 M.H. NO.21 31 CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK 1 AROUND THEIR FACILITIES. 01 57 M.H. NO -18 HYDRANGEA LAN - 84 .�� 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT o• / APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE U Z 32 WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4 58 65 85 / Al 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 ROSE �-P`N 95 109 108 107 106 105 Uj M.N. No.23 / CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE ROCK Q 104 33 Z J 2O CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO.112. O3 CONSTRUCT 4" SEWER LATERAL AND'HOUSE CLEAN OUT PER CITY OF FONTANA STD. N0.125 AND NO.125B. 4O NOT USED 5O PROVIDE BACKFLOW DEVICE FOR UNITS WHEN PAD ELEVATION IS LESS THAN UPPER MANHOLE RIM ELEVATION 4,500 LF 23 EA 3,566 LF 38 EA RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. p1 J 64 � 0 34 ENGINEER'S NOTICE TO CONTRACTORS 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH HEFT Q 59 Q MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 4 W J 96 103 ,�g / THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, Q 54 0 102 / ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR 0 99 100 101 ? 35 / OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE 0� LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS 53 �► 60 63 98 14 CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK 0� M.1'.Np 36 WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, AND IS PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER Z M H "p 9 1 97 cJ'�RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY REALLOCATIONS MAY BE REPLACEMENT OF THE MONUMENT. Z ET-��jN�P NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. 52 S 62 SH Q� 37 / WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR • 61 - OF UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO RESIDENTS AND EMERGENCY VEHICLES. 0 38 DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING N 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, Q _ 13 39 / UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY INCLUDING ADEQUATE WATERING, AT ALL TIMES. 0 03 M.H 40 / 69' U.S.A. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE 51 41 DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING M.H. No 2 42 THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 01\0 H. N 11 43 01 DETERMINED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 44 r DETERMINED BY. COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE 50 4.6 45 m EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE 48 47 r LOT FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE SPECIFIED DENSITY IS OBTAINED. 49 _ �' RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET Z OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY __--m OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 00 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH LOT A - �► EXISTING CONCRETE. - SHEET INDEX PRIVATE ENGINEER NOTE 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, - SHEET 1: TITLE SHEET/VICINITY MAP/GENERAL NOTES CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION - PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. INDEX MAP INDEX MAP/DETAIL SHEET 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE CONSTRUCTI RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ON OF THE PROJECT, VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF 1"=100' SHEET 2: WISTERIA LANE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY THE ASTM DESIGNATION C700 FOR V.C.P.CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE 3" MAX SIZE NATIVE SHEET 3: THISTLE STREET & ROCKROSE LANE FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL AND THE CITY HARMLESS CITY ENGINEER. 3" MAX SIZE NATIVE SOIL COMPACTED 959 SHEET 4: THISTLE STREET FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO SOIL COMPACTED 959 SHEET 5: GLADIOLA LANE SEWER .LEGEND THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY 6" MIN 6" MIN SHEET 6: HYDRANGEA LANE 6 ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING 10" MIN 6 MAX 10" MMIN AX 10 MAX y 10 MAX SHEET 7: PETUNIA STREET SEWER MAIN LINE FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2 % MINIMUM GRADE UNLESS OTHERWISE - �v SHEET 8: PETUNIA STREET APPROVED BY THE CITY ENGINEER. N SEWER MANHOLE UTILITY PURVEYORS 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE 1" MAX SIZE WATER WEST VALLEY WATER DISTRICT ATTENTION: LON TSAI GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, 6" MAX SIZE SELECTED NATIVE THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY NATIVE SOIL BEDDING COMPACTED SEWER LINE WITH LATERALS 855 W. BASELINE TELEPHONE: (909) 875-1804 EASEMENT. COMPACTED 909 TO 909 RIALTO, CA 92377 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. • • " SEWER CITY OF FONTANA ATTENTION: CARLOS NAVARRO ZE 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, N 6" MAX SIZE SELECIEDI NATIVE 8353 SIERRA AVE. TELEPHONE: (909) 350-6632 ( THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. NAT VE SOIL BEDDING COMPACTED &E R W FONTANA, CA 92335 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, o COMPACTED 909 TO 909 R/W INSPECTED AND APPROVED. " 0 64'/68' ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY ATTENTION: HAL STEWART N 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF 8 VCP 52'/56' � STREETS. _ 6.5015 O .5 /6.0 7951 REDWOOD AVE. TELEPHONE (909) 357-6231 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. N 6' S' 20' 22' 20' 22' 6'15'. FONTANA, CA 92336 N 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED > GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.a j 5'/•0' GAS SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: DAN RENDLER 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, TYPICAL BEDDING FOR 8" VCP " ?1,�q I I P.O. BOX 97 TELEPHONE: (909) 335-7760 BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC LESS THAN 10 DEEP 8 VCP 2 0�2 O9 ENGINEER. ti. 2.09' 2.09 SAN DIMAS, CA 91773 U) -~ ---- --- TABLE: 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO N. T. S. 1 112- /2"1" SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. - RECORD DRAWINC 100 BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNERIDEVELOPER w'"u"� `f NO. 4 THE NORTH LINE OF THE SOUTHEAST 1/4 OF BEING A SUBDIVISION OF A PORTION 0-5 ASTM C 131 TEST GRADING B SECTION 23 TAN R.6W S.B.M. SHOWN AS OF THE EAST 1/2 OF THE CENTEX HOMES CEN s No. 31681 � i! V N89059'18"W PER AMENDING TRACT MAP SOUTHEAST 1/4 OF SECTION 23, 1 NORTH, RANGE 6 St WarHO Circle, Ste 150 �x EV NO., 13750 M.B. 250/48-66 TOWNSHIP WEST OF THE SAN BERNARDINO Corona, CA 92880-e, 96 279000 () C �11FC' BASE AND MERIDIAN, IN SAID Fax: (909) 273-2100 TABLE: 200-1.2 [A] SIEVE SIZE PERCENTAGE PASSING SIEVES 1 112- /2"1" 1. - 3/4 100 1/2 90-100 3/8" 20-60 NO. 4 0-15 N0. 8 0-5 ASTM C 131 TEST GRADING B PACIFIC BELL ATTENTION: LARRY SIGNAIGO ' 5' •'�� TELEPHONE01 PROP. 5 112" CRUSHED STONE BEDDING T 8" WTR• -9 3939 E. CONORADO ST., 2nd FLOOR TELEPHONE: (714) 666-5500 PER STD. SPECS. FOR PUBLIC CURB & 7f WORKS CONSTRUCTION TABLE GUTTER PROP. ANAHEIM, CA 92807 8 SWR. 200 1.2 [A] SHOWN PROP. STORM DRAIN CABLE ADELPHIA ATTENTION: LEWIS MCDONALD TYPICAL BEDDING FOR 8" VCP 1260 DUPONT ST. TELEPHONE (909) 390-4738 o T 10' OR DEEPER TYPICAL STREET SECTION ONTARIO, CA 91761 0 NOT TO SCALE V) r, N. T. S. N COUNTY. 0 BENCH MARK: 0 REV. REVISION DEscRIPnoN DATE ENGR. CITY DATE Ste"-�"R CITY OF FONTANA, CALIFORNIA wo DESCRIBED BY METROPOLITAN WATER DISTRICT SO. 00r.7 M & %renw, Inc• n N /0 CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE ESS/ 00 V A Ln COYOTE CANYON INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT tgc►wR 0 Civil Engineering -Planning •Surveying - PUbIIC WOfkS DRAWN BY: 0 N SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN o� �� - 9130 Anaheim PI. Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 SEWER IMPROVEMENT PLANS �A� j HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER ,�',, < o,;' SR TITLE SHEET AS T No. 31681 Z PREPARED UNDER THE SUPERVISION OF: DESIGNED BY- DATE FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO * Exp. 12/31/04 * REF TRACT 16325-2 FEB 2004 E BEFORE DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. s z ON THE NORTHWEST CORNER OFA 10 FOOT WIDE YOU DIG l•!�, CIVICS - CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD F O CHECKED BY: APPROVED BY: DRAWING No: YOU DIG 1 C 0 MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 HAROLD L N, . . . . 1 1 RLB �'�" v 3/460 4 3425 8 0 o NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGR"D SERVICE ALERT RECORD DRAWING Oy/07/0 H.G. CITY ENGINEER R.C.E. 51152 A o