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Home My WebLink About5088-1FH II, LLC, A CALIFORNIA LIMITED LIABILITY CO. ATTN: MR. SHANE BOUCHARD 8300 UTICA AVENUE, SUITE 300 RANCHO CUCAMONGA, CA 91730 PH: (909)-354-800 STREET IMPROVEMENT PLANS TRACT N0. 17634 CITY OF FONTANA, CALIFORNIA PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCT- ION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY OF FONTANA, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. LEGEND TC TOP OF CURB FL FLOWLINE FS FINISH SURFACE BC BEGIN CURVE EC END CURVE 16' 67 LF O CONST. 6" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000 1,030 LF ASSESSORS PARCEL W. CONST. 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006, S=5' 3,590 SF O CONST. CURB RETURN ACESS RAMP PER CITY OF FONTANA STD. NO. 1003 2 EA O CONST. 16' DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 1002 4,080 SF O CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 403 1,028 SF 0190-141-37 CONST. CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. NO. 3004, W=7% V=4' 1 EA Og SAW -CUT AND REMOVE EXIST. AC PAVEMENT 169 SF 10 REMOVE EXIST. CURB AND GUTTER 116 LF 11 REMOVE EXIST. DRIVEWAY APPROACH 12B S 7 \ REMOVE EXIST. SIDEWALK 3B4 SF 13 ADJUST EXIST. S.D. MANHOLE TO GRADE 1 EA 14 CONST. LOCAL DEPRESSION PER CITY OF FONTANA STD. NO. 3003, CASE B 1 EA 15 INSTALL 24" DIAM. HDPE CONNECTOR STORM DRAIN PIPE 8 LF OINSTALL 16 48" DIAM. 16 GA. PERFORATED CMP STORM DRAIN PIPE W/ 12" STONE SURROUND LEGAL DESCRIPTION LF 17 CONST. 36" DIAM. 16 GA. CMP RISER W/ INLET GRATE AT FINISH GRADE 10 9 s 7 s 5 4 3 2 1 sQ , Q 011LL1 THE NORTH 112 OF THE EAST 112 OF LOT 502, ACCORDING TO MAP SHOWING LANDS BELONGING TO THE SEMI -TROPIC LAND Q AND WATER COMPANY, AS PER PLAT RECORDED IN BOOK 11, F PAGE 12 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY, 1� < – ELAINE CALIFORNIA. Q ELAINE — - - COURT �� - - AVENUE iu - - - - - -- - - _ BASIS OF BEARINGS:' 19 g BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF MANGO AVENUE BEING e NORTH 0°05'45" EAST PER TRACT NO. 13246, RECORDED IN BOOK 195 OF MAPS, 0 T PAGES 77-78, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA. L- 11 12 13 14 15 16 17 18 19 20 OR Z C PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCT- ION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY OF FONTANA, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. LEGEND TC TOP OF CURB FL FLOWLINE FS FINISH SURFACE BC BEGIN CURVE EC END CURVE BASE LINE MILLER Q a w > a a u a a cc U Q a w H In HOLGUIN CT U U F— O QJ 0- cc z w FAIRFAX ST I-10 FRWY . AVENUE ELAINE AVE AVENUE w Q z > > z a > o� a w z m a w lb: Y VICINITY MAP N NTS S . DeENGINEERING AND ASSOCIATES LAND PLANNING AND CIVIL ENGINEERING 242 E. AIRPORT DRIVE, SUITE 212 - SAN BERNARDINO, CALIF. 92408 PHONE (909) 884-7090 SURESH@SOENGINEERING.NET SURESH DODDIAH R.C.E. 36361 DATE N IFEX MAP SCALE 1"=80' R/w 34, 30, R1 14' ( 20' 20' I 10' I 4 5S/lw CURB I CU7 21% 2—. ........... EXISTING IMPROVEMENTS TYPICAL SECTION MANGO AVENUE N.T.S. PL ITEM 30' QUANTITY UNIT 30' CONST. 4" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE PER CITY STD. NO. 400. ACTUAL STRUCTURAL SECTION TO BE DETERMINED BY RECOMMENDATION OF SOILS ENGINEER AT COMPLETION OF ROUGH GRADING. 12' I SF 18' 16' 67 I 0.5' 5' 6.5' s/w CURB 27 LEVEL 0.01' CURB - LINE 2— TYPICAL SECTION ELAINE COURT N.T.S. TI = 7.0 REV. QRpFESSIpH9 �J 9ti z ce w NO. 36361 m EXP. 6-30-14 A DIAL TWO WORKING BEFORE DAYS BEFORE J� CIVIL �� YOU DIG YOU DIG 9rE 4F CA�TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY II UNDERGROUND SERVICE ALERT 2% REVISION DESCRIPTION A* OUILT RECO" VRAWINGA PL 12' I 5 0.5' UTILITY NOTIFICATIONS SEWER CITY OF FONTANA 6353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 WATER FONTANA WATER COMPANY ATTN: ROBERT YOUNG 15966 ARROW ROUTE FONTANA, CA 92235 (909) 822-2201 ELECTRICM SOUTHERN CALIFORNIA EDISON COMPANY 300 N. PEPPER STREET RIALTO, CA 92376 (909) 357-6233 -- UNDERGROUND (909) 875-5100 -- TRANSMISSION (213) 637-1233 -- PIPELINES GAS SOUTHERN CALIFORNIA GAS COMPANY 1981 W. LUGONIA AVE. REDLANDS, CA. 92374 (909) 335-7547 EMERGENCIES: (800) 427-2200 TELEFI-M AT&T 3939 E. CORONADO STREET ANAHEIM, CA 92807 (714) 666-5454 CABLE TV TIME WARNER ATTN: DOUGLAS BASSETT 15255 SALT LAKE AVENUE CITY OF INDUSTRY, CA 91745 (310) 863-6524 CONSTRUCTION NOTES AND QUANTITIES ITEM DESCRIPTION QUANTITY UNIT O CONST. 4" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE PER CITY STD. NO. 400. ACTUAL STRUCTURAL SECTION TO BE DETERMINED BY RECOMMENDATION OF SOILS ENGINEER AT COMPLETION OF ROUGH GRADING. 21,920 SF O CONST. 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000 67 LF O CONST. 6" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000 1,030 LF O CONST. 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006, S=5' 3,590 SF O CONST. CURB RETURN ACESS RAMP PER CITY OF FONTANA STD. NO. 1003 2 EA O CONST. 16' DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 1002 4,080 SF O CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 403 1,028 SF O CONST. CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. NO. 3004, W=7% V=4' 1 EA Og SAW -CUT AND REMOVE EXIST. AC PAVEMENT 169 SF 10 REMOVE EXIST. CURB AND GUTTER 116 LF 11 REMOVE EXIST. DRIVEWAY APPROACH 12B SF 12 REMOVE EXIST. SIDEWALK 3B4 SF 13 ADJUST EXIST. S.D. MANHOLE TO GRADE 1 EA 14 CONST. LOCAL DEPRESSION PER CITY OF FONTANA STD. NO. 3003, CASE B 1 EA 15 INSTALL 24" DIAM. HDPE CONNECTOR STORM DRAIN PIPE 8 LF OINSTALL 16 48" DIAM. 16 GA. PERFORATED CMP STORM DRAIN PIPE W/ 12" STONE SURROUND 305 LF 17 CONST. 36" DIAM. 16 GA. CMP RISER W/ INLET GRATE AT FINISH GRADE 4 EA 18 INSTALL CONTECH CDS 2025-5-C HYDRODYNAMIC SEPARATOR 1 EA 19 INSTALL 18" DIAM. RCP THROUGH WALL W/ 6'x6' RIP -RAP SPLASH PAD 8 LF DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. BENCH MARK: CITY BM #536 E 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 27 28 29 30 31 32 33 34 35 36 GENERAL NOTES ALL WORK SHALL BE DONE 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. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENT THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT -OF WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. THE LOCATION 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 THE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL GE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. CURVE DATA REFERS TO THE FACE OF CURB. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANES SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION ON THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PK NAIL IN THE NORTH END OF THE NORTHEAST CURB RETURN AT THE INTERSECTION OF MILLER AVENUE AND JUNIPER AVENUE. ELEV.= 1362.61 DR # 11-006 CITY OF FONTANA, CALIFORNIA STREET Dt MVENENT PLANS DRAWN BY: EB TRACT NO.17WA DESIGNED BY: EB nTL"H CHECKED BY: A 8Y: SD �kle3' CITY ENGDEER R.C.E. 51152 DATE: AS SHOWN DATE: 6/17/2014 DRAWING NO.: i 5088 3