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HomeMy WebLinkAbout3894-1STORM DRAM IMMOVEMENT 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 COYOTE CANYON FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS ROAD AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. COYOTE CANYON 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT DUNCAN CANYON SHEET INDEX ROAD CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOKSTORM DRAIN IMPROVEMENT PLANS THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER ROADRUNNER 1 TITLE SHEET ROAD FOR RESOLUTION. �h 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. WATER OUALITY BASIN � C � 2 (NATER QUALITY LINE "C" PLAN AND PROFILE AVENUE '�� 3 WATER QUALITY BASIN "C" �ROD CREEK 4 ADVANCE TOTIMP IMPLEMENTING DETOURS. DURATION OF PROJECT SHALL BE IN PLACE LEGEND/ABBREVIATIONS16325-2 4 WATER QUALITY LATERAL PROFILES TRACT 16325 1 AND _ SUMMIT DUNCAN CANYON STAN 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY 5 8 STANDARD DETAIL SHEETS AVENU ROAD DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. AC ASPHALT CONCRETE INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR BC BEGINNING OF CURVE \ 51 / VICINITY MAP TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CB CATCH BASIN / .� N.T.S. CALL (909) 350-7610. q_ CENTER LINE 50 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND C&G CURB AND GUTTER CMP CORRUGATED METAL PIPE RICH BA 5ll / \ , CONSTRUCTION NOTES QUANTmES 49 PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, ELEV ELEVATION � / � \ \ �yP/ O1 CONSTRUCT 18" RCP (D -LOAD PER PROFILE ). 842 LF EC END OF CURVE 48 LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, EX EXISTING � \ ,e 2O CONSTRUCT CONCRETE FLARED END. SECTION PER CALTRANS STD. PLAN D948. 2 EA DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. (XX.XX) EXISTING ELEVATION \ / O 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FG FINISH GRADE 47 CONSTRUCT 6" 95% COMPACT CL 11 BASE. 10,528 SF� �" FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION FL FLOW LINE / \\ 40.e OF INDUSTRIAL SAFETY. FS FINISHED SURFACE 1 4O CONSTRUCT 6 -FT, CHAINLINK FENCE PER APWA STD. PLAN 600-1 574 LF - 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE(5)FEET IN DEPTH GB GRADE BREAK .'' -i� i / / 1 47 5O CONSTRUCT 15 -FT. DOUBLE DRIVER GATE PER APWA STD. PLAN 600-1 1 EA GTD GRADE TO DRAIN \ SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS 45 PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE INT INTERSECTION '� \ 60 CONSTRUCT 6 PERFORATED RISER (SEE DETAIL ON SHEET 3) 1 EA OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN HGL HYDRAULIC GRADE LINE -V\(, _ - - = -1 .t 39 7 CONSTRUCT WIRE WELDED FABRIC 8x8" MESH HP HIGH POINT DAM C 44 , \ 42 L\ � ( ) 1 LS THE POTENTIAL EXISTS FOR GROUND MOVEMENT. JS JUNCTION STRUCTURE ._.. I i 43 � \\\ L LENGTH L W 7f38 38 REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING FENCE IN KIND. 460 LF 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT _ _ OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. LD LOCAL DEPRESSION - -\ / 7 =j J= .II 9 GRADE PER PLAN. 1,875 CY O 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, MIN MINIMUM IMA MH MANHOLE Lie'D' �T 3 OIaALJi1f CONSTRUCT MODIFIED BRICK AND MORTAR SEAL PER DETAIL ON SHEET 2. i EA HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE P/L PROPERTY LINE EIS DJ\I EAS�JvI�I�li � � 11 REMOVE INTERFERING PORTIONS OF 36" RCP 7 LF FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE R RADIUS PROPER R PRECAUTION UND SERVICE ALERT AVOID AT MABGEEOTH22RETO. THE CONTRACTOR SHALL CONTACT RRCP /W RIGHTREINFORCED CONCRETE PIPE INDEX MAP 12 CONSTRUCT MANHOLE STRUCTURE PER APWA STD. PLAN 321-1. 2 EA UNDERG1"=100' 13 CONSTRUCT MODIFIED DROP INLET PER RCFC&WCD STD. PLAN CB 110 AND DETAIL "A" ON SHEET 3 1 EA TWO WORKING DAYS BEFORE EXCAVATION. S SLOPE SD STORM DRAIN \ iv CONSTRUCT CONCRETE SPILLWAY PER DETAILS ON SHEET 3. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES STA STATION �/ A � O INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, TC TOP OF CURB �\/\ /��\ 15 MODIFY EXIST. CATCH BASIN PER SECTIONS "E -E" AND "F -F" ON SHEET 3. 1 LS LANDSCAPING, LANDSCAPE, IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, �i \� \ TF TOP OF FOOTING �i// 3/4:1 SLOPE OR FLATTER / \ 2 EA STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TG TOP OF GRATE i/\� OR ADEQUATE SHORING /\\ 3" MAX. SIZE 16 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2 T1N0 WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. //\j NATIVE SAIL TS TRANSITION STRUCTURE \ 90% COMPACTED NATIVE ��\� COMPACTED 95% 17 CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN 340-1 2 EA 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WSE WATER SURFACE ELEVATION BACKFILL 6" MAX SIZE NOTES 18 1 WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH XX LOT NUMBER N6" / / . MIN. /�/\ j 1TRENCH WIDTH SHALL BE CONTROLLED CONSTRUCT SLIDE GATE PER WATERMAN AC -31 ALUMINUM GATE OR EQUAL. THEAPPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. PAD=XX.X PAD ELEVATION ^ 8MAX. \/�� TO TOP OF PIPE ZONE. 1 EA GRANULAR BEDDING 2. TRENCH DEPTHS OF GREATER THAN 5' 19 CONSTRUCT UTILITY SUPPORT PER APWA STD. PLAN 224-1 OR APPROVED EQUAL. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. LOT LINE FROM SELECTED 1 LS 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE L`' TRENCH SIDE SHALL HAVE ADEQUATE SHORING. ,'„ ©0 CONSTRUCT 15 -FT DOUBLE DRIVE GATE PER S.B.C.F.C.D. SP 1. 2:1 SLOPES O 3. CLASS 11 AGGREGATE BASE ALL �L/ / I U THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR- III I_ J MATERIAL TRENCHES LESS THAN 10' IN LENGTH. 1 EA SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION C T CUT/FILL LINE �II- =I m (1 MAX SIZE) PURVEYORS CONTROL STAKING DURING CONSTRUCTION. Flu ;n I I '� (� (-� NO WATER WEST VALLEY WATER DISTRICT ELECTRIC SOUTHERN CALIFORNIA 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR FLOW LINE aL I M (_�_ COMPACTION SHALL BE 90% IN ALL 855 W. BASELINE EDISON COMPANY BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. TRACT BOUNDARY �- �" ZONES UNLESS OTHERWISE SPECIFIED. RIALTO, CA 92377 800 W. CIENEGA AVENUE m TRENCH STABILITY SHALL CONFORM ATTENTION: LON TSA( SAN DIMAS, CA 91773 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, PLANNING AREA BOUNDARY STORM DRAIN TO CAL -OSHA REQUIREMENTS. TELEPHONE (909) 875-1804 ATTENTION: JEF BURT MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR --�� TELEPHONE (909) 592-3737 DAYLIGHT LINE SEWER CITY OF FONTANA LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF . GRANULAR BEDDING FROM SELECTED CABLE ADELPHIA COMMUNICATIONS THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER EXISTING CONTOUR TRENCH MATERIAL FOR TRENCH 8353 SIERRA AVENUE --1165-- PROPOSED CONTOUR DEPTH GREATER THAN 10'. T R E N CH BEDDING DETAIL FONTANA, CA 92335 1500 S. AUTO CENTER DRIVE ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED USE 1/2 CRUSHED ROCK. ATTENTION: KIM CHITWOOD ONTARIO, CA 91761 FOR LATER REPLACEMENT OF THE MONUMENT. WALL N.T.S. TELEPHONE (909) 350-6731 ATTENTION: LEW1S MCDONALD 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL GAS THE GAS COMPANY TELEPHONE (909) 975-3343 TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, 16231 VALLEY BOULEVARD CITY CITY OF FONTANA AREA FOR RESIDENTS AND EMERGENCY VEHICLES. FONTANA, CA 92335 8353 SIERRA AVE. AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY OF APPROVAL OF 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, ATTENTION: STEVE ROBLES FONTANA, CA 92335 INCLUDING ADEQUATE WATERING, AT ALL TIMES. CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF TELEPHONE (909) 428-8407 ATTENTION: BRIAN WREN 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. DECLARATION OF RESPONSIBLE CHARGE TELEPHONE VERIZON TELEPHONE (909) 380-6632 BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED 16071 MOJAVE DRIVE, BLDG. B DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. IMPROVEMENTS, THE CONTRACTOR SHALL NOT NOTIFY THE ENGINEER AND ALL I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, VICTORVILLE, CA 92392ATTENTION: FRANK ANGUSTAIN AFFECTED AGENCIES IMMEDIATELY. THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE TELEPHONE (760) 245-0330 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND NOTICE TO CONTRACTORS 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT 22.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO BEEN PLACED, INSPECTED AND APPROVED. STANDARDS. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE CONSTRUCTION CONTRACTOR WALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. TO PLACEMENT. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT SPECIFICATION BY THE CITY OF FONTANA IS CONFINED TO A REVIEW PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING PRIOR TO PLACEMENT. ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE CIVIL STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE 31. ALL MANHOLES, CLEANOU T FRAMES,COVERS AND VALVE BOXES SHALL BE RAISED TO RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. FINISHING GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. AEI -CABG ENGINEERING OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CIVIL ENGINEER. 32. UPON COMPLETION OF CON STRUCTION,CONTRACTOR SHALL RESTORE ALL SIGNING, 937 SOUTH VIA LATA ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH STRIPING, BARRICADES,AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION SUITE 500, COLTON, CA 92324 CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS TO MATCH EXISTING CONCRETE. PHONE NO. (909) 783-0101 PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND - OF THE CITY TRAFFIC ENGINEER. HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR 33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER FAX NO. (909) 783-0108 Q�pFE SJrJjI� INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN APPROVAL OT HE CITY ENGINEER. OF RECORD,WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. q� ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. b �0.�� S RR S 2 ARIC M. TORREYsoN D Q o PRIVATE ENGINEER'S NOTICE TO CONTRACTORS Z �� BEAD R.C.E. NO.66068 EXP. D 06-30-06 w m THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCRES SHOWN" 7}E SAM OF BEANO E ON 7 E WeiiLY LEO& 91MIUDENELMM BOL ENOD13M � !0' 660 ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF LNE OF AASSOC:. A EXP �l! * SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR 70111111 NOW 1 �EBT 66 W, UM AS SHO�ND MII� BEND A OUNDNOM OF A PORTION OF 7 E NORTHEAST 1/4 OF BECTION 23 AND A PORTION OF TIE NOR Wo CkcW 1011 N. Annwido 86Z J,T �P SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK, TO ACCURATELY ON MAL 7RACT MAP NO WK FL® N BIOOIC M V4 OF SEC710N 24 BORN OF WOOV 1 NOR'TK RAID +W 6 WEST, BEAN SAI, COMITY OF BAN C 1 v l\. IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, AND IS RESPONSIBLE FOR ANY DAMAGE OR 9 AT PACM 48 THFK) OH ft BICL 10W N 'THE � (M) �-0 aw swim QF CALF PROTECTION OF THESE LINES. PHASED UTILITY RELOCATION'S MAY BE NECESSARY AND SHALL BE THE I l?,ECORD DRA WIIV(! CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. O TY OOI6iTY l M W 0 I BAN Fa>� i'a0o) 273-2100 FvC 014) 6:1a-1 16 THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE OOU�fTY, BB�K� NORTii 00'60'�R' W�'f. BENCH MARK: � � DATE ENCR. CITY DATE SE"`-E"G'"EER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. U CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �� AEIA-I�CASC STORM DRAIN IMPROVEMENT PLANS INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � ENGINEERING DRAWN BY: SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER W Ac M. WATER QUALITY BASIN "C" SCALE: FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 °� Sam '� 937 SOUTH VIA LATA SUITE 500 COLTON, CJI 92324 O.S.AS SHOWN FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO "E DESIGNED BY: T CT 16325-1 & -2 DATE: BEFORE DAYS BEFORE '` Exp. �-�-� * PH. (909) 783-0101 FAX (909) 783-0108 ON THE NOOhMEST CORNER OF A 10 FOOT WIDE YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND � A.T. E SHEET JUNE 2005 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD ! CIV1�- .I► PREPARED BY: ARIC M. T ON R.C.E. NO. 66068 TOLL FREE 1-800-227-2600 KECORD DRAWIAI& S 5/`V � STANDARDS IN EFFECT. lF CHECKED BY: vED BY: MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". AST OF CA��� EXP. 06-30-06 DRAWING �•� NAVD 88 - 1508.56 (FEET) A PUBL I C SERVICE BY UNDERGROUND SERVICE ALERT APKV FFWA` fft 5&JCOT JL_11 DATE.-VIPir C.V.A 3$94 8 C TY EN401W R.C.E. 51152 DATE: 1