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HomeMy WebLinkAbout4921-1STREET IMPROVEMENT PLANS 10 15 0 CHERRY AVENUE, CITY OF FONTANA - ASSESSOR'S PARCEL NUMBER 0234-211-23 & 24 APN 0234-071-35 w VALLEY _ _ BOULEVARD _ CONSTRUCTION I _40 _ _ _ _ _ VALLEY- _ _ BO 1, VARD _ (SURVEY) - FLOW -_1 1 "=50' :1 j - INDEX MAP STREET LIGHT GENERAL NOTES . ORNAMENTAL STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED EQUAL. 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A G FT. OR 8 FT. MAST ARM. 15 FT. MAST ARM REQUIRED FOR STREET LIGHTS ON TRAFFIC SIGNAL POLE INSTALLATIONS. 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS IS SUBJECT TO APPROVAL BY THE CITY ENGINEER. 4. 51DEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 FEET UNOBSTRUCTED SIDEWALK CLEARANCE REQUIRED BEHIND STREET LIGHT POLE. 5. ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 404 5' GRIND 0. 1 O' MIN. EXIST. PAVEMENT AND OVERLAY 0. 1 O' MIN. W/TACK COAT EXISTING PAVEMENT) SAWCUT 4 REMOVE EXISTING PAVEMENT O COLD PLANE & OVERLAY DETAIL NTS PREPARED FOR: TRANS -WEST FORD ATTN: DICK TEXTOR PO BOX 1220 FONTANA, CA 92335 (909) 721-6942 NEW PAVEMENT CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES* lO EASEMENTS: 205 TONS AC 3,834 CY BASE ® AN EASEMENT FOR INGRESS AND EGRESS AND PIPELINES AND PER CITY 5TD. 402 INCIDENTAL PURPOSES IN FAVOR OF SAN GABRIEL VALLEY WATER 2O COMPANY, AS DESCRIBED IN AN INSTRUMENT RECORDED JULY 14, I ,G25 SF 1958, IN BOOK 4553, PAGE 23G, OFFICIAL RECORDS. SAWCUT EXISTING PAVEMENT .................. ... 302 LF ^ 5Q AN EASEMENT FOR INGRESS AND EGRESS AND PIPELINES AND 4,804 SF INCIDENTAL PURPOSES IN FAVOR OF SAN GABRIEL VALLEY WATER INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY 5TD. 1002 (W=40') ................. COMPANY, AS DESCRIBED IN AN INSTRUMENT RECORDED JULY 14, Q 1958, IN BOOK 4553, PAGE 237, OFFICIAL RECORDS. 91 LF O AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN REMOVE EXISTING PCC 51DEWALK.......................................................................... FAVOR OF SOUTHERN CALIFORNIA EDI50N COMPANY, A ® CORPORATION, AS DESCRIBED IN AN INSTRUMENT RECORDED 4 AUGUST 13, 1958, IN BOOK 4577, PAGE 335, OFFICIAL REMOVE 4 RECONFIGURE IRRIGATION INSIDE PARKWAY ............................................. RECORDS. Q LEGEND 97 LF AC ASPHALT INSTALL 51DEWALK PER CITY OF FONTANA 5TD. I OOG............................................... BC BEGINNING OF CURVE Q BCR BEGINNING OF CURB RETURN 57 LF 135L BUILDING SETBACK LINE REMOVE EXISTING WROUGHT IRON FENCE............................................................... CF CURB FACE G CG CENTER -GRADE OF PIPE 3 EA C5P CORRUGATED STEEL PIPE EXISTING IRRIGATION CONTROL VALVE COVER TO PROTECT IN PLACE .......................... EC END OF CURVE © ECR END OF CURVE RETURN 4 EA EP EDGE OF PAVEMENT ADJUST EXISTING WATER VALVE TO GRADE .............................................................. FF FINISH FLOOR ® FG FINISH GRADE 2 EA FL FLOWLINE ELEVATION REMOVED EXISTING PCC DRIVEWAY APPROACH........................................................4GG PLG FLANGED'', - FS FINISHED SURFACE GB GRADE BREAK HDC HIGH DEFLECTION COUPLING HMA HOT MIX ASPHALT INV PIPE INVERT ELEVATION MH MANHOLE MJ MECHANICAL JOINT PAVING LEGEND .... _ PAD PAD ELEVATION PCC PORTLAND CEMENT CONCRETE PL PROPERTY LINE AC PAVING PP POWER POLE RIM MANHOLE RIM ELEVATION R/W RIGHT-OF-WAY SEP SEPARATE COLD PLANE 4 OVERLAY SD STORM DRAIN LINE 5TD STANDARD 5T IMP STREET IMPROVEMENT TB TOP OF BERM REMOVAL TC TOP OF CURB TF TOP OF FOOTING TR TOP OF RETAINING ; TW TOP OF WALL ; : PCC PAVING L _ VC VERTICAL CURVE WC GATE VALVE i; X.XX PROPOSED ELEVATION I (X.XX) EXISTING ELEVATION EXISTING PGC PAVING [X.XX] FUTURE ELEVATION STREET LIGHT GENERAL NOTES . ORNAMENTAL STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED EQUAL. 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A G FT. OR 8 FT. MAST ARM. 15 FT. MAST ARM REQUIRED FOR STREET LIGHTS ON TRAFFIC SIGNAL POLE INSTALLATIONS. 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS IS SUBJECT TO APPROVAL BY THE CITY ENGINEER. 4. 51DEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 FEET UNOBSTRUCTED SIDEWALK CLEARANCE REQUIRED BEHIND STREET LIGHT POLE. 5. ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 404 5' GRIND 0. 1 O' MIN. EXIST. PAVEMENT AND OVERLAY 0. 1 O' MIN. W/TACK COAT EXISTING PAVEMENT) SAWCUT 4 REMOVE EXISTING PAVEMENT O COLD PLANE & OVERLAY DETAIL NTS PREPARED FOR: TRANS -WEST FORD ATTN: DICK TEXTOR PO BOX 1220 FONTANA, CA 92335 (909) 721-6942 NEW PAVEMENT CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES* lO INSTALL MIN. G.5" AC OVER 12" MIN. OF 95% COMPACTED NATIVE (5,7005F)............. 205 TONS AC 3,834 CY BASE PER CITY 5TD. 402 2O COLD PLANE 4 OVERLAY (0. I' MIN.) PER DETAIL, SHEET I .......................................... I ,G25 SF O3 SAWCUT EXISTING PAVEMENT .................. ... 302 LF G REMOVE EXISTING AC PAVEMENT........................................................................... 4,804 SF (D INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY 5TD. 1002 (W=40') ................. I EA Q REMOVE EXISTING CURB 4 GUTTER......................................................................... 91 LF 0 REMOVE EXISTING PCC 51DEWALK.......................................................................... 280 SF ® REMOVE EXISTING STREET TREE............................................................................. 4 EA O REMOVE 4 RECONFIGURE IRRIGATION INSIDE PARKWAY ............................................. LS Q INSTALL 8" CURB 4 GUTTER PER CITY OF FONTANA 5TD. 1000 .................................... 97 LF I I INSTALL 51DEWALK PER CITY OF FONTANA 5TD. I OOG............................................... 1,020 5F Q REMOVE EXISTING CURB....................................................................................... 57 LF Q REMOVE EXISTING WROUGHT IRON FENCE............................................................... 44 LF G EXISTING IRRIGATION CONTROL VALVE COVER ADJUST TO GRADE ............................... 3 EA O5 EXISTING IRRIGATION CONTROL VALVE COVER TO PROTECT IN PLACE .......................... I EA © EXISTING STREET TREE TO PROTECT IN PLACE........................................................... 4 EA Q7 ADJUST EXISTING WATER VALVE TO GRADE .............................................................. I EA ® INSTALL 22,000 LUMEN STREET LIGHT PER CITY OF FONTANA STD. 404 ...................... 2 EA Q9 REMOVED EXISTING PCC DRIVEWAY APPROACH........................................................4GG 5F ' ESTIMATE 15 FOR FEE PURPOSES ONLY. CONTRACTOR RESPONSIBLE FOR OWN QUANTITIES. " PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE SOIL ENGINEER AND APPROVED BY THE CITY ENGINEER. UNAUTHORIZED CHANGES AND USES CAUTION: 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. EXISTING Ct PROPOSED CONSTRUCTION SURVEY R/W VARIES GO' -83' VARIES 55'-83' VARIES 5'-28' �-VARIES 43.45-71.3 P lo I I VARIES 27.93'-32.02' VARIES 41 2' 15'-35' S U 15' Q i 200 _ G 1.4005127 � � � � I r• -�%I I I 2 3 4 I I EXISTING SIDEWALK TYPICAL SECTION NT5 VALLEY BOULEVARD - STA 42+43.59 TO STA 43+ 19.32 T I =9.0 - 10.5 BENCH MARK: CHISELED SQUARE ON TOP OF CURB AT NORTHEAST CORNER OF VALLEY BOULEVARD 4 CHERRY AVENUE. APPROXIMATELY 100 FEET EAST OF THE CENTERLINE OF CHERRY AVENUE. ELEVATION = 1044.1 1 BASIS OF BEARINGS: BEING THE CENTERLINE OF VALLEY BLVD. PER PARCEL MAP NO. 15201 . BEING N850371 4"E. GENERAL NOTES i� i 4,Dvl OREL ra"Ic 51 MOL1 0 Sl_.•-- WLLw_ 0R Ll IOLIW IgfyylT CR �: 105MM pl I wltrwi _ i RIS - C# r I Nil+f U _ ST .i JAL LEY Ill V0 A PROJEC IMPIA60R_ _ ! xz - SITE ' C1 rwn AV VICINITY MAP Map ® Rand McNally & company R.L.08-S-17 NT5 I . ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORK5 CONSTRUCTION ("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT 15 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. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA'S 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) 350-7G 10. 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. G. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. 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 LE55 THAN FIVE (5) FEET SHALL AL50 BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITH OUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF THE 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'PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 1 1 . THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES JNCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRAN5. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. 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. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. 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 CONSTRLICTIQN CONTROL --- STAKING DURING CONSTRUCTION. --- I G. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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 50 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FEET LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 2 1 . THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. 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 15 OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALE5 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE 5WALE5 ENTERING OR LEAVING IMPROVEMENTS. 25. 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. 2G. ALL EXPOSED CONCRETE SURFACE SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR 5A5E 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. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 3G. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PRIVATE ENGINEER'S NOTE 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 DRAWINGS. THE CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR 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 THE COURSE OF CONSTRUCTION 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 COUNTY OF SAN BERNARDINO, 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. CUP# 11-0031 p C== 11D DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE I -800-227-2G55 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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. A Q�0FESsIONq< � •land planning �o Fy MELVIN W. l� •civil engineering 1� THATCHER, III y •landscape architecture No. 39 m phone 909.748.7777 X co fax 909.748.7776 ,k Exp- 12/31/15 4 �sr CIVIL r thatc erengineering & associates, inc. �r �� 1461 ford street, suite 105, redlands, ca 92373 OF CA�\FO r I Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2015 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: PF TITLE SHEET A55E550K'5 PARCEL NUMBER 0234-21 1-23 24 VALL OULE RD SCAM AS SHOWN DESIGNED BY: PF/MWT DATE: 9/21/15 CHECKED BY: MWT A OVE . Z7 /� DRAWING NO.: I 492 I 2 0 AS BUILT/RECORD DRAWING (5/31/15 - �21�� REV. REVISION DESCRIPTION DATE ENG R. CITY DATEj CITY ENGINEER R.C.E. 51152 145GOIDW