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Home My WebLink About3698-1 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FONTANA CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THECITY OF FONTANA ' HIGHLAND AV HIGHLAND AV HIGHLAND AV AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE ^" CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS SWALES ENTERING OR LEAVING IMPROVEMENTS. AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE DRIVEWAY 0_ N § y '< a , i i SOU-H> HIGHLAND AV THE FINAL LOCATION AND WIDTH F CH APRONS NOTED. 25. SHALL BE APPROVED AT THE TIMEO OF CONSTRUCTION AAND SHALL - �- g CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. liT \'Et4 E (. .L1 g m WALNUT AV 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT • wALNU- AV DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, , PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR COLOR AND FINISH TO MATCH EXISTING CONCRETE. PHASE 11A > s > SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER Y 'Si o < ` FOR RESOLUTION. g W . t �, 27. THE SEWER CONTRACTOR SHALL STAMP AN S IN THE FACE OF g THE CURB AT THE LOCATION OF THE SEWER LATERAL BASELINE AV 0 BASEUNE AV BASELINE AV 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING CITY ENGINEER. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. o STREET I PLANS 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 29. ALL UNDERGROUND UTILITIES SHALL BE INSTAI I FD, TESTED AND VICINITY MAP FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING APPROVED PRIOR TO PAVING OF STREETS. oto 0 DMSION PRIOR TO THE START OF ANY WORK. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALTz NTS PROJECT INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO PAVEMENT PRIOR TO PLACEMENT. rn �o - WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT M z N w LOCATION RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. ° 1 4 TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED W i PHASE IIA SV‘ 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. TAILWIND co a ALMERIA CATAWBA POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL LANE AVENUE AVENUE CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A 1 I I p I I i \ y APN 0228-061-15 EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA r 1 ,: FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. -- 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES I TRACE NO. 1S' '5.21 ! -ii �,.- ;ice,, r %^' �� BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR ` - b / \ UPON COMPLETION OF PAVING. `� �� ' -;_ r - - - - - - - i - - - 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION - =�� OR TRENCH WORK FOR TRENCHES 5 I•ELI OR GREATER IN DEPTH 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE - - �� am mimmimir FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC - - -� _ - _) - vr.�4"��'' 1 �� ► -� CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 0... 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) �� )1 . - =��= - - TACT NO. 12314 ' TRACT 'Vo 16 FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, 68 / GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION I I OF THE DMSION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TO THE SATISFACTION OF THE CITY ENGINEER. th( CT'i- A THENCHES POTENTIALM0 E ENT EXISTS LESS FOR GROUNTHAN FIVED 5ALSO BE GUARDED WHEN 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO 1 _ TRAT' CT N 164 ; WALNUT AVENUE ____ THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS i� a 16158.2 ,' --� AVE UE 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC TO THE CITY ENGINEER. H WAY RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR TAILWIND THAT PURPOSE. LANE FUTURE STREET FUTURE STREET CITRUS AVENUESV\ nill CITY OF FONTANA, UTILITY NOTIFICATION UST -_ 4 - - - - 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM ' - - - - - AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY CITY OF FONTANA S.B.C. INC. OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE 8353 SIERRA AVENUE 3939 E. CORONADO STREET - - � f< - • NO. TI884 -- I LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO FONTANA, CA 92335 ANAHEIM, CA 92807 �'� EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE 909 350-6632 (714) 666-5500 _...i.,...„.... ......, y> - r - - �L O �i - - CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT ( ) - - - .. - == ' ` r-`-' .- _ - 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. •SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT - -- _ i ------1-- 1981 �� • 1981 W. LUGONIA AVENUE (800) 422-4133 �' �� r�� i - �� - - - - - - 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL �'"" -� _ _ UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, (909) 35 CA 92374 - - _ TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, (909) 335-7547 PACIFIC BELL CO. 41�� =.i.- ��i ' - - - = +l - - _- - LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, EMERGENCIES: (800) 427-2200 3939 E. CORONADO STREET 16 41 STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY ANAHEIM, CA 92807 I 11111117P-- COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO SO. CALIF. EDISON COMPANY (714) 666-5467 j_ TRACT NO. 16724 WALNUT AVENUE II 300 N. PEPPER AVENUEI I WORK AROUND THEIR FACILITIES. RIALTO, CA 92376 VERIZON (TELEPHONE) 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER 909 820-5598 - UNDERGROUND 1400 E. PHILIPS BLVD. CITRUS AVENUE MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 TAHOE WAY CLEAR LAKE WAY CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER 213 637-1233 - PIPELINES (800) 483-4000 909 357-6505 - DISTRIBUTION z COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. PHASE IIA z O ► PHASE I FONTANA WATER COMPANY O v 13. CURVE DATA REFERS TO THE FACE OF CURB. ADELPHIA 8440 NUEVO AVENUE oo ( o 1500 S. AUTO CENTER DRIVE FONTANA CA 92235 i_ 14. STATIONING REFERS TO THE CENTERLINE OF STREETS, EXCEPT ONTARIO, CA 91761 (909) 822-2201INDEX MAP +N. z Q ± 0 _ WHERE OTHERWISE NOTED. (909) 481-1115 FAX: (909) 823-5046 SCALE: 1"=80' covLL`.,, `ozLL`'i, 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE c)I w a_ c¢(1) m a ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE STREET CONSTRUCTION NOTES ESTIMATE OFUANTITIES STREET CONSTRUCTION NOTES (CONT.) ESTIMATE OF QUANTITIES FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES Q CONTROL STAKING DURING CONSTRUCTION. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, 0 REMOVE EXISTING BARRICADE 50 LF 0 CONSTRUCT CURB ACCESS RAMP PER CITY STD DWG. NO. 1006 13 EA 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE 0 REMOVE EXISTING DRIVEWAY 900 SF ® CONSTRUCT 4" PCC SIDEWALK PER CITY STD DWG. NO. 1015 (6' OR 10' PER PLAN) 44,700 SF THE CITY ENGINEER. PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER 0 LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. SAWCUT EXISTING CONCRETE CURB, GUTTER AND SIDEWALK 160 LF 0 CONSTRUCT CONCRETE DRAINAGE STRUCTURE PER DETAILS ON SHEET 8 40 SF 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 0 REMOVE EXISTING TREE, INCLUDING ROOT BALL AND COMPACT BACKFILL 3 EA CO DEMOLISH & REMOVE EXISTING CONCRETE PAD 970 SF SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME 0 REMOVE EXISTING FENCE 600 LF12" OF 95% COMPACTED NATIVE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. 0 CONSTRUCT 5.5" AC. PAVEMENT (MIN) OVER THAT BE DESTROYED AS A RESULT OF SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE SURVEY MONUMENTSNSTRUCTION SHALL WILL REPLACED.TTHE CONTRACTORS SHALLFOF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND 0 REMOVE EXISTING CONCRETE CURB & GUTTER 300 LF (SEE GENERAL NOTES 31 AND 32) 4,440 TONS NOTIFYTHISTHE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND 0 REPLACE CURB, GUTTER AND SIDEWALK TO MATCH EXISTING 10 LF ® REMOVE AND RECONSTRUCT BLOCK WALL AT CORNER CUT-OFF 50 LF NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY 0 SAWCUT EXISTING A.C. PAVEMENT (TO CLEAN STRAIGHT LINE) 1,000 LF ® GRIND EXISTING A.C. PAVEMENT (MINIMUM THICKNESS 0.10') 4,600 SF REPLACEMENT OF THE MONUMENT. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 0 REMOVE EXISTING AC. PAVEMENT 15,800 SF CONSTRUCT AC. PAVEMENT OVERLAY FOR EXISTING AC. PAVEMENT (0.10' MIN.) 4,600 SF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE ® 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS OF THE DESIGN PROFESSIONAL. 0DEMOLISH & REMOVE EXISTING HOUSE INCLUDING CONCRETE PAD (PER SEPARATE PERMIT) 4 EA 0 CONSTRUCT 6" PCC CURB AND GUIILR PER CITY STD DWG. N0. 1003 130 LF AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL CONSTRUCT DRIVEWAY APPROACH PER CITY STD PLAN NO. 103 (W AS SHOWN ON SHEET 9) 840 SF e RELOCATE EXISTING STREET LIGHT PER CITY STD. 1016 1 EA BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR UNAUTHORIZED CHANGES AND USES: RESIDENTS AND EMERGENCY VEHICLES. REMOVE EXISTING CATCH BASIN WITH LOCAL DEPRESSION 2 FA 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE ® INSTALL TWO (2) 4" PVC SCH. 40 (WHITE) PIPE SLEEVE WITH END CAPS 185 LF MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE ALL TIMES. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 0 INSTALL TWO (2) 2" PVC SCH. 40 (WHITE) PIPE SLEEVE WITH END CAPS 185 LF LEGEND, ® CONSTRUCT GRADED SWALE PER SECTION "A" ON SHEET 8 1,900 LF 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED Q) RELOCATE EXISTING FENCE TO RIGHT OF WAY 200 LF WIND VELOCITIES EXCEED 25 MILES PER HOUR. -e- EXISTING POWER POLE -SD- STORM DRAIN m CONSTRUCT 8" PCC CURB AND GUI IER PER CITY STD DWG. NO. 1003 5,330 LF 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, CONSTRUCT 8" PCC CURB ONLY PER CITY STD DWG. NO. 1003 3,900 LF SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY -4C:)- EXISTING STREET LIGHT W WATER MAIN ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT CONSTRUCT CROSS GUTTER PER CITY STD DWG. NO. 106 (MODIFIED TO 8' WIDE) 3,000 SF PRIOR WRITTEN APPROVAL. Ja FIRE HYDRANT -S- SEWER MAIN INSTALL BARRICADE PER CITY STD DETAIL 118 2 EA 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL -0-0 PROPOSED STREET LIGHT G GAS MAIN OF THE CITY INSPECTOR. ® CONSTRUCT CATCH BASIN PER APWA STD DWG. NO. 300-2 AS SHOWN ON SHEET 9 5 EA SHEET INDEX EA EACH T TELEPHONE LINE ® CONSTRUCT LOCAL DEPRESSION PER APWA STD DWG. NO. 313-1 CASE "E" AS SHOWN ON SHEET 10 5 FA 1. TITLE SHEET 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD DETAIL 109 2. CATCH BASIN DETAILS AND STREET CROSS SECTIONS SF SQUARE FEET _ 12 EA FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE 3 WALNUT AVENUE FROM STA 32+00.00 TO STA 42+00.00 RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED LF LINEAL FEET I PROPOSED AC PAVEMENT fiD INSTALL STREET LIGHT 27,500 LUMEN PER CITY STD DWG, NO. 1016 1 EA 4. WALNUT AVENUE FROM STA. 42+00.000 TO STA. 52+50.00 DENSITY IS OBTAINED. / 0 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD DWG. NO. 1016 11 EA 5. WALNUT AVENUE FROM STA 52+50.00 TO STA 63+00.00 CENTERLINE GRIND AC PAVEMENT 6. WALNUT AVENUE FROM STA 63+00.00 TO STA 67+14.59 CL OF CITRUS AVE. BASIS OF BEARINGS: - - - - TRACT BOUNDARY/ RIGHT OF WAY ` AC PAVEMENT SAWCUT AND REMOVAL 7. GRAALMDEDRIA AVENUEWALEANDAND DRAINAGECAAVENUE AT WALNUT AVE. �� 8. GRADED SWALE STRUCTURE DETAILS 9. APWA STANDARD PLANS AND DRIVEWAY DETAILS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36, 1PROPERTY UNE Q-NI--DETAIL NUMBER 10. APWA STANDARD PLANS T1N, R6W, S.B.M. AS SHOWN ON TRACT 16568, MB 300/D59-62, BEING N 89'59'12"E 8 SHEET NUMBER A,,,,y , OREV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION of REQUIRED ORIGINAL BENCHMARK Prepared By: oFEss 04, CITY OF FONTANA, CALIFORNIA IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: RCIR. SSPIKTY OF �IIN PP NO 1536697E AT THE SW CORNER TANA BM-361 82 ALLAF3D ENGINEEFIING ,0e'i, S. Hg � SCAPITAL IMPROVEMENT PROJECT PHASE IIA o 9A., TWO YEARS OF THE DATE OF APPROVAL OTY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning �� OP F1 20 SHOWN HEREON AND CARRIED FORTH IN A ELEVATION: 1365.01, SINCE DESTROYED 8253 Sierra Avenue DRAWN BY: STREET IMPROVEMENT PLANS SCALE: 8353 SIERRA AVENUE S No. 43976 m AE WALNUT AVENUE AS NOTED DILIGENT MANNER, THE CITY ENGINEER MAY Fontana, California 92335 w Exp. 6/30/07 m DESIGNED BY: DATE:DIALTWO WORKING FONTANA, CA 92335 l\ cc o 356-1815 Fax (909) 356-1795BEFORE " I► DAYS BEF❑RE RE IRE REVISIONS TO THE PLANS TO SITE BENCHMARK * * JJF & EW MARCH, 2006 Y❑U DIG1909) 350-7610 (�19,7, TITLE SHETW YOU DIG �, BRING THEM INTO CONFORMANCE WITH FAX 909 350-6618 SW CORNER, SEC. 31, T.1N., R.SW., S.BM.-2" I.P. It J6-=7_0� s� �P DRAWING NO.: ' ( ) WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF -9). C I V tCHECKED BY: _ APPROV D Y: TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 Date pF FOR z-- 8 ?/ o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION w (expires 6i30/2007) cAL� DSH o< < f/ U -/Z--z `7 3698 10 0_• ,� CITY ENGINEER R.C.E. 51152