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Home My WebLink About5227-1 STREET IMPROVEMENT GENERAL NOTES 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 ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. IMPROVEMENT PLANS 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO W SAN BERNARDINO FRWY PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEERV�� FOR RESOLUTION. PM 19499 LOVER 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. L., L., w w w 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION CITY OF FLu Q > LAJz L'iQ Q PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE Q w Z > w START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. S TA ANA Q AVENUE 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA ..-a CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. N L ,pi. :, t,. o v) w W 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT -4.„ w o - W N ALL TIMES. r_______ ______, „ .!. :. 8 u - JURUPA AVENUE 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH , - ; „ , rIT Y JF FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. l-� �- ' - 1 i t0 F J N- ANA 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE UTILITY CONTACTS _ j L W I'mCAGROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF -.14 CALIFORNIA. LIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. SAN BERNARDINO COUNTY FLOOD CONTROL LiJ I_ Z 825 E. THIRD STREET, ROOM 140 : W W w VICINITY MAP 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT SAN BERNARDINO, CA 92415-0835 z 111 > CONSTRUCTION NOTES - QUANTITY PURPOSE. PHONE: (909) 387-8256 wiii I I Q N.T.S. ATTN: TOM WILLIAMS > I � 0 SAW-CUT AND REMOVE EXISTING AC PAVEMENT. 2,759 LF/ 23,274 SF 10.THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, 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 FONTANA WATER COMPANY O CONSTRUCT 8" CURB PER FONTANA STD. PLAN NO. 1000 AND PERVIOUS GUTTER 2,060 EA PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 15966 ARROW ROUTE PER DETAIL ON SHEET 2. 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. FONTANA, CA 923550 CONSTRUCT 8" A.C. BERM/DIKE PER CITY OF FONTANA STD PLAN 1007. 44 LF PHONE: (909) 822-2201 K 11.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ATTN: BRENDA FOWLER 4O CONSTRUCT 6' (WIDE) 4" P.C.C. SIDEWALK PER FONTANA STD. PLAN NO. 1006. 14,156 SF ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD 030 CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR L.L. 3 Z O CONSTRUCT COMMERCIAL DRIVEWAY PER FONTANA STD. PLAN NO. 1002, AS MODIFIED 6,370 SF SOUTHERN CALIFORNIA GAS COMPANY o �_ PER LOCATION AS SHOWN ON DRIVEWAY DETAILS ON SHEET 2. FACILITIES. Z L I '� � L 1981 W. LUGONIA AVE. o W 6.5" 8" 12" REDLANDS, CA W I - �, c, 6O CONSTRUCT AC OVER CAB MINIMUM, OVER NATIVE MATERIAL COMPACTED TO 58,472 SF 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. w s N 95% PER CITY STANDARD 401. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. PHONE: (909) 335-7965 s � 0 GRIND & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 0.12' 13,795 SF ATTN: ED SANTILLAN (WIDTH AS SHOWN PER PLAN/SEE DETAIL SHEET 2). 13. CURVE DATA REFERS TO THE FACE OF CURB. AT&T 8 1 REMOVE EXISTING TREE. 10 EA 14.STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 1265 VAN BUREN ST. #180 ANAHEIM, CA 92807 1^ O EXISTING POWER POLE AND/OR GUY (TO BE UNDERGROUND OR REMOVED BY OTHERS) 8 EA I M ,z VJ 15.ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK PHONE: (714) 666-5614 `, Q 10 REMOVE EXISTING CHAIN LINK FENCE. 225 LF TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION ATTN: LEE QUEST i m in 11 PROTECT EXISTING C.L. FENCE IN PLACE. - IC CONTROL STAKING DURING CONSTRUCTION. SOUTHERN CALIFORNIA EDISON III 7951 REDWOOD AVENUE Win12 PROPOSED STREET LIGHT PER SEPARATE PLAN. 13 EA 16.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION FONTANA, CA 92336 TO THE CITY ENGINEER. PHONE: (909) 549-5345T U 13 REMOVE EXISTING TRAFFIC DELINEATOR. 2 EA ATTN: JEFF HUDSON sp... I ` 17.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, (0 rn 14 REMOVE EXISTING TRAFFIC SIGN. 1 EA SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS TIME WARNER VJ 15 PROPOSED WATER METER(S) (BY FONTANA WATER COMPANY) 1 EA A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO 17777 CENTER COURT DR. 8TH FLOOR CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. CERRITOS, CA 90703 16 EXISTING WATER METER TO BE REMOVED (BY FONTANA WATER COMPANY) 1 EA 18.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE PHONE: (562) 677-0263 0 ' 17 EXISTING WATER VALVE TO BE REMOVED (BY FONTANA WATER COMPANY). 3 EA MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. ATTN: JOHN CHRISTIANSEN SHEEN SHEET FONTANA UNITED SCHOOL DISTRICT sv-- _ I 181 18 EXISTING WATER VALVE TO BE ADJUSTED TO GRADE (BY FONTANA WATER COMPANY). 3 EA 19.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 9680 CITRUS AVENUE _ _ e 19 EXISTING FIRE HYDRANT TO BE PROTECTED-IN-PLACE. 4 EA FONTANA, CA 92335 - ' JURUPA AVENUE ()EXISTING FIRE HYDRANT TO BE REMOVED (BY FONTANA WATER COMPANY) 1 EA 20.ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. PHONE: (909) 357-5000 X 29455 _ ATTN: SHERRI WHITTEN EA 21.THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE DIRECTION OF STREET FLOW 21 EXISTING DDC TO BE REMOVED (BY FONTANA WATER COMPANY) 1 PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22 PROPOSED NEW FIRE HYDRANT (BY FONTANA WATER COMPANY). 10 EA STA. 234+15.31 JURUPA AVENUE STA. 247+35.48 JURUPA AVENUE ) 22.N0 TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. = STA. 10+00.00 POPLAR AVENUE MX MAP = STA 10+00.00 CATAWBA AVENUE 23 PROPOSED NEW 10" FIRE SERVICE & D.D.C.A. (BY FONTANA WATER COMPANY). 2 EA 23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE SCALE: 1" = 200' 0 PROPOSED NEW F.D.C. (BY ON-SITE FIRE SPRINKLER CONTRACTOR). 2 EA RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. CI PROPOSED STORM DRAIN (SEE STORM DRAIN PLANS). - 24.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION 26 ADJUST EXIST. MANHOLE TO GRADE. 1 EA OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. EXIST. W'LY PROP. E'LY 27 EXISTING MAILBOX TO BE RELOCATED. 1 EA 25.THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL R/W q. R/W PROP. W'LY EX. E'LY CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 28 R/W R/W EXISTING TELEPHONE PEDESTAL TO BE RELOCATED. 1 EA 26.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 12.00' 32.00' 32.00' 12.00' 29 EXISTING IMPROVEMENT, AS NOTED (PROTECT-IN PLACE). 11 EA 12.00' 22.00' _ 30.00' 27.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 6.00' 6.00 30 PROPOSED SEWER LATERAL AND CLEAN-OUT (PER DWG 1583 SHEET 14) 1 EA 0.50' 0�� 7.00' 11.5±'_I 31 CONSTRUCT FULL DEPTH A.C. PAVEMENT AFTER REMOVAL OF CONC. FORMWORK 256 SF 28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. PROP. 8" 2.00' : - () (JOIN EX.) C&G 2.00' :-2.0 % FS (EXIST.) I 32 EXIST. WATER VAULT TO BE REMOVED (BY FONTANA WATER COMPANY). 1 EA (EXIST.) JOIN EX. ;,c - ` VARIES - / EP 29.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. L C&G FS107%�TOIE2 74� _ _ 2.0VARIES 7 r 33 EXISTING WATER METER TO BE RELOCATED (BY FONTANA WATER COMPANY) 1 EA PRSOIL REQUIRED1 - - - - - - - 5' (EXIST.) 34 REMOVE PORTION OF EXISTING BLOCK WALL ENCROACHMENT (TERMINATE WALL AT P/L). 5 LF 30.APPROVED STERILANTIS UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 1 5. 1 PROP. 6'/ Q WALK PROP. 8 35 INSTALL REDWOOD HEADER AT PROPOSED NEW E.P. 46 LF 31.PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER ASI GRIND do PROP. 6' C&G GRIND & DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. OVERLAY WALK OVERLAY 36 CONSTRUCT RESIDENTIAL DRIVEWAY PER FONTANA STD. PLAN NO. 1002, AS MODIFIED 500 SF PER LOCATION AS SHOWN ON DRIVEWAY DETAILS ON SHEET 2. 32.ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY CONSTRUCT PARKWAY DRAIN PER S.P.P.W.C. STD. PLAN 151-2 (INLET TYPE 1 WITH 1 EA A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. POPLAR AVENUE - TYPICAL SECTION CATAWBA AVENUE - TYPICAL SECTION 37 45' ANGLED APPROACH, S = 3.00', B = 3") SEE SHEET 8 FOR STD. SCALE: 1" = 20' SCALE: 1" = 20' 38 CONSTRUCT PARKWAY DRAIN PER S.P.P.W.C. STD. PLAN 151-2 (INLET TYPE 1 WITH 1 EA 33.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON 45' ANGLED APPROACH, S = 6.00', B = 4") SEE SHEET 8 FOR STD. COMPLETION OF PAVING. 34.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL LEGEND DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. A.B. -AGGREGATE BASE F.L. FLOW LINE S.D. -STORM DRAIN 35.CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE A.C. ASPHALT CONCRETE F.S. -FINISH SURFACE S.L. -SIGHT LINE SATISFACTION OF THE CITY ENGINEER. 81-IEET SEX B.C.R. -BEGINNING OF CURVE F.H. -FIRE HYDRANT ST.LT. -STREET LIGHT BLDG -BUILDING G.B. -GRADE BREAK T.G. -TOP OF GRATE 36.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, PRIVATE ENCII EBBS NOTE TO CONTRACTOR 1 TITLE SHEET B.O.W. -BOTTOM OF WALL H.C. -HANDICAP T.C. TOP OF CURB WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, 2 CONSTRUCTION & DRIVEWAY DETAILS SHEET B.W. -BACK OF WALK H.P. HIGH POINT TOP -TOP OF SLOPE OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE INV. -INVERT TOE -TOE OF SLOPE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING C.L.F. -CHAIN LINK FENCE BENCH MARK PAVEMENT LEGE-ND 3 POPLAR AVE. PLAN AND PROFILE STA. 10+00.00 TO STA. 19+00.00 WM -WATER METER CITY OF " UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED CONC. -CONCRETE M.H. -MANHOLE WV FOUND RAILROAD OSPK� IN TNA � NORTHWREST SIDE OK ��POWE�OLE NUMBER 61319 AT THE TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON ,. .� - REMOVE EXISTING 4 POPLAR AVE. PLAN AND PROFILE STA. 19+00.00 TO STA. 25+00.00 C.F. CURB FACE N.G. NATURAL GRADE -WATER VALVE THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND AC PAVEMENT C.B. CATCH BASIN EL -PROPERTY LINE NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE. RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON 5 CATAWBA AVE. PLAN AND PROFILE STA. 10+00.00 TO STA. 19+00.00 THESE DRAWINGS. - CONSTRUCT NEW -CENTERLINE PB PULL BOX ELEVATION = 103222' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY ASPHALT PAVEMENT 6 CATAWBA AVE. PLAN AND PROFILE STA. 19+00.00 TO STA. 25+00.00 E.C.R. -END OF CURVE P.P. -POWER POLE BASIS OF FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, - CONSTRUCT NEW EXIST. -EXISTING R/W -RIGHT OF WAY BEA ` INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL _ -- •- PCC SIDEWALK 7 JURUPA AVE. PLAN AND PROFILE STA. 234+00.00 TO STA. 243+00.00 THE BASIS OF BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT - E.P. -EDGE OF PAVEMENT R.D. ROOF DRAIN .. • 4.. `- ., - CONSTRUCT NEW 8 JURUPA AVE. PLAN AND PROFILE STA. 243+00.00 TO STA. 247+00.00 F.G. -FINISH GRADE T.B. -TOP OF BERM STATE PLANE COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN • ' PCC DRIVEWAY 1983 (NAD83) BASED LOCALLY "ON CONTINUOUSLY OPERATING REFERENCE BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, '/�/,' - GRIND AND OVERLAY 9-10 CATAWBA AVE. CROSS SECTIONS F.F. -FINISH FLOOR S= -SLOPE STATIONS (CORS) LORS AND EWPP AS SHOWN HEREON REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, , (BASIS OF BEARINGS: S 81'29'26" E). EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 11 -12 POPLAR AVE. CROSS SECTIONS ENGINEER. WD/Q# 8-36C371179 V D ukIlIF`NyTi SHOULD CONSTRUCTION OF THE REQUIRED ROFESSI Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA N- IMPROVEMENTS NOT COMMENCE WITHIN TWO04 RD ST��Fy lhienes Engineering, Inc. STREET IMPROVEMENT PLAN �� F�Cy CML ENGINEERING • LAND SURVDING L *NI \U'i \' YEARS OF THE DATE OF APPROVAL SHOWN HEREON W to �, 14349 FIRESTONE BOULEVARD DRAWN BY: SCALE: LA M/R4DA, CAL/FORMA 90638 POPLAR AVE.. CATAWBA AVE., & JURUPA AVE. jDIAL AND CARRIED FORTH IN A DILIGENT MANNER THE * R.C.E. NO. 56155r- * PH(714)521-4811 FAx(714)511-4173 DLTAS SHOWN TW❑ WORKING DESIGNED BY: SHEET ii,\- BEF❑RE I► DAYS BEFORE Exp. 12-31-16 Q14401, ow � ESTIMATES DATE: YOU DIG Y, You DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE 9 MSR ''' ' ' PLANS TO BRING THEM INTO CONFORMANCE WITH k:iV1\- �o� - (,� Date : �'ll`IS CHECKED BY: A 0 : . /1 ( , / , DRAWING NO.: 1T❑LL FREE 1-800-227-2600 C NO �� Tr ( - 'N A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. REINHARD STE ZEL RCE NO. 56155 DA 5227 13 RCS CITY ENGINEER R.C.E. 51152 2 3 o