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Home My WebLink About5166-1GENERAL 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. 2. WHEN A TECHNICAL CONFLICT IS 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 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. 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. 6. 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 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 LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 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 PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. 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 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 CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. 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 SURVEYCONTROL, 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. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT 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. 21. 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 POR11ON OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES 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. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "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 IS 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 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. 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. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BENCH MARK: CITY OF FONTANA BENCHMARK NO. 289 NGVD29, ELEVATION=1032.22' FOUND RAILROAD SPIKE IN POWER POLE, NE CORNER CATAWBA AVENUE & SANTA ANA AVENUE BASIS OF BEARING: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CATAWBA AVENUE BEING NORTH 00' 15' 00" EAST PER R.S.B. 79/56. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT l .i00jTjv4p ass jtj]� I : Eu J] ED j ffl? I [oil I IS; " I p -m. IT STREET CONSTRUCTION NOTES THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. A. CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED. CONSTRUCTION NOTES QUANTITIES O CONSTRUCT 8" CONCRETE CURB AND 18" PERVIOUS GUTTER PER DETAIL ON SHEET 2, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. TOP OF PAVEMENT TIC ...... SEE CITY OF FONTANA STD. NO. 1000 FOR NOTES....................................................................................................... 1225 LF 5O CONSTRUCT 6' WIDE CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006................................................................. 9674 SF 60 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003................................................................................... 1 EA A/0 5"AG /5" C43 CONSTRUCTOVER 12" MIN 959 COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD. NO. 400 ....................28762 CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND SF 15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1002..................................................................... 3 EA 17 CONSTRUCT CONCRETE CROSS GUTTER & SPANDREL PER CITY OF FONTANA STD. NO. 403, W=10', R=50' ................................. 870 SF 20 CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. NO. 1007................................................................. ..................... 54 LF 3o REMOVE EXISTING WATER METER BOX AND CAP SERVICE LATERAL PER FONTANA WATER COMPANY REQUIREMENTS ...................... 1 EA 4s CONSTRUCT DOUBLE PARKWAY DRAIN PER SPPWC STD. NO. 151-2, INLET TYPE Il, S=6' ....................................................... 72 LF so SAWCUT AND REMOVE EXISTING AC PAVING.................................................................................................................11626 KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE SF 61 SAWCUT AND REMOVE EXISTING PCC CURB & GUTTER.................................................................................................... 640 LF s2 SAWCUT AND REMOVE EXISTING PCC SIDEWALK............................................................................................................ 4584 SF s3 REMOVE EXISTING AC BERM.................................................................................................................................... 130 LF ss REMOVE OR SALVAGE EXISTING TREE, LANDSCAPE AND IRRIGATION (COORDINATE WITH LANDSCAPE ARCHITECT) .......................... - - s7 REMOVE EXISTING STREET LIGHT............................................................................................................................... 1 EA 76 REMOVE & SALVAGE EXISTING SIGN AND POST (SEE SHEET 4)....................................................................................... 2 EA 73 REMOVE EXISTING FENCE......................................................................................................................................... 620 LF s0 PROTECT IN PLACE (ITEM AS INDICATED ON PLAN)....................................................................................................... - - 92 EXISTING OVERHEAD POWER LINES TO BE UNDERGROUNDED AND POLES REMOVED BY SCE ...................................................... 4 EA 94 TIE -OUT AND RESET EXISTING SURVEY MONUMENT........................................................................................................ 3 EA 8 COLD PLANE EXISTING AC MINIMUM 0.15' DEPTH & AC OVERLAY TO MATCH EXISTING.......................................................... 26502 SF * THE PAVEMENT SECTIONS AND COMPACTION REQUIREMENTS ARE PRELIMINARY. FINAL SECTIONS AND COMPACTION REQUIREMENTS WILL BE AS DIRECTED BY THE SOILS ENGINEER AT THE COMPLETION OF THE ROUGH GRADING OPERATION AND UPON COMPLETION OF R -VALUE TESTS. UNAUTHORIZED CHANGES AND USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, UTILITY PROVIDERS OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. TOP OF PAVEMENT TIC ...... SEWER NOTESm CITY OF FONTANA CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE 8353 SIERRA AVENUE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF FONTANA, CA 92335 THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE (909) 350-6632 CITY ENGINEER FOR REVIEW. CURB FACE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED GAS CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND SOUTHERN CALIFORNIA GAS CO. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF SAN DIMAS CA 91773 THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT (800)427-2000 SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CATCH BASIN CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN ROOF DRAIN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH WATER THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE EDGE OF PAVEMENT NEGLIGENCE OF DESIGN PROFESSIONAL. FONTANA WATER COMPANY SMH ..... 15966 ARROW ROUTE PRIVATE ENGINEER'S NOTICE TO CONTRACTORS FONTANA, CA 92335 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON (909) 822-2201 THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CENTERLINE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE DRIVEWAY CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES TELEPHONE SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. AT&T TC..... LYDIA CANDIA ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO 3939 E CORONADO STREET THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE ANAHEIM, CA 92807 PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS 714-237-6155 SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. FINISHED SURFACE DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL ELECTRIC RELATIONS CONSTRUCTION SAFETY ORDERS". TOP OF GRATE INV .... SOUTHERN CALIFORNIA EDISON THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND PABLO IBARRA SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" 7951 REDWOOD AVENUE OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF FONTANA, CA 92336 INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". 909-357-6203 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CABLE - TV FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, TIME WARNER INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY EDDIE WALKER CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS m PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. NO. I REVISION DESCRIPTION DATE I ENGR. I CITY I DATE SANTA ANA SHOULD CONSTRUCTION OF THE i Q .FESS/pN,\ REQUIRED IMPROVEMENTS NOT p q� 11 COMMENCE WITHIN TWO YEARS /`c�,, J� 6% OF THE DATE OF APPROVAL Iw 4�NO. 333669 m SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, EXPIRATION ; THE CITY ENGINEER MAY REQUIRE ��*'• 6-30-2016 REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE 9l�� WITH STANDARDS IN EFFECT. \0, R� - GO/�D I�R,QI,V/NGS .�/5//� �'l•/�i�+. - K l � 511b ABBREVIATIONS VC ...... VERTICAL CURVE TP ...... TOP OF PAVEMENT TIC ...... TOP OF CURB EL ....... ELEVATION FL ....... FLOWLINE FG ...... FINISH GRADE FS ...... FINISH SURFACE CF ...... CURB FACE GB ...... GRADE BREAK HP ...... HIGH POINT INV...... INVERT ELEVATION TG ...... TOP OF GRATE CB ...... CATCH BASIN RD ...... ROOF DRAIN LD ....... LOCAL DEPRESSION EP....... EDGE OF PAVEMENT COTG .... CLEANOUT TOP OF GRATE SMH ..... SEWER MANHOLE R ........ RIDGE LINE P.I.P..... PROTECT IN PLACE CL ....... CENTERLINE DWY..... DRIVEWAY C&G..... CURB AND GUTTER TB..... TOP OF BERM TC..... TOP OF CURB TW..... TOP OF WALL FL..... FLOWLINE EP. EDGE OF PAVEMENT FS..... FINISHED SURFACE EG EXISTING GROUND TG..... TOP OF GRATE INV .... INVERT GB..... GRADE BREAK R ..... RIDGE LINE CB..... CATCH BASIN PP. _ ... POWER POLE RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED. IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE BEEN WHICH ERRORS OR OMISSIONS INCORPORATED INTO TTH SE DOCUMENTS HAVE B HAVE AS A RESULT THEREOF. LEGEND i I I I 1 I I I I I I DESCRIPTION 1 TITLE SHEET 2 - I STREET IMPROVEMENT PLANS AND PROFILE PROJECT LIMITS T SLOVER AVENUE w w � w ZD w z w z w > w z W z Q Q > a Q Q J In Q w W U U m SANTA ANA AVENUE ROSE AVENUE JURUPA AVENUE VICINITY MAP NOT TO SCALE ■i SHEET 4 ------- -_-_-_-_ SANTA _AI1IA_AYE�III�_-_-_- --- - ------ - ------------ I I I I I I 1 I I 1 _ = - - i I I I 1 I I I I I I DESCRIPTION 1 TITLE SHEET 2 - I STREET IMPROVEMENT PLANS AND PROFILE I f1 1 I I I I 1 I II I I I I I i I I I I I I I I I I I I I I I I I SHEET INDEX MAP SCALE: 1"=200' SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 CROSS SECTION AND DETAILS 3-4 STREET IMPROVEMENT PLANS AND PROFILE LEGEND CENTERLINE RIGHT OF WAY LOT LINE EASEMENT EXISTING SEWER EXISTING WATER EXISTING ELECTRICAL EXISTING GAS LIMITED USE AREA CITY OF FONTANA, CALIFORNIA Huitt-Zollars, Inc. Ontario DRAWN BY: P.M. NO. 19527 - OAKMONT SANTA ANA WAREHOUSE SCALE: 3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 MAY M P AR AVENUE & SANTA ANA AVENUE AS SHOWN DESIGNED BY: DATE: APPROVED BY MAURICE H. MURAL)R.C.E. EXPIRES DATE DLw TI L SHEET -CON TION NOTES 8c QUANTITY ESTIMATE CHECKED BY: APPROV Y: DWG. NO.: 1 u 33366 6-30-16 /Orem M.H.M. 5166 CITY NGINEER R.C.E. 51152 DATE: