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HomeMy WebLinkAbout4272-1k STREET IMPROVEMENT OBC91AL NOTES - 1 OTES1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE STANDARD PLANS OF THE STATE OF CALIFORNIA (DATED MAY 2006), THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST EDITION). 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS 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. 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 PUBLIC SERVICES 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 FIVE FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 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 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 THERE TO. 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 BENCHMARKS 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 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 OF 12 FOOT LANES 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 APROVAL 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 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. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT 1-800 227-2600 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL C11my OF FONTANA, HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREET IMPROVEMENT PLANS STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO EOR PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND CITRUS AVENUE PHASE APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF 11 ROUGH GRADING. 32. ACTUAL THICKNESS OF AC 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. SUM AND STRIPING GENERAL NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT FOR THE TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, THE STANDARD PLANS OF THE STATE OF CALIFORNIA (DATED JULY 2002), THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND MUTCD 2004 CALIFORNIA SUPPLEMENT (DATED MAY 2004). 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER SPECIAL PROVISIONS. 4. TRAFFIC SIGNS SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON PLANS. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL NO. 4003. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS, OR OTHER TRAFFIC CONTROL, AT ALL TIMES 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE CITY ENGINEER 2 WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12' STRIPES PER CITY STANDARD DETAIL 1003. 9. ALL CONFLICTING STRIPING, MARKINGS, TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS, SECTION E. 10. SUBSTITUTE TYPE "C" FOR THE TYPE "G" MARKERS ON DETAILS 37B & 38 FOR HIGHWAYS WITH RAISED MEDIANS. PRIVATE ENONEERS N071M TO CONTRACTORS THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800 227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. NOTICE TO CONTRACTORS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING. HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTHR REGULATIONS" OF THE US DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. BENCI-MARK. FOUND RR SPIKE DOWN 0.6' AT INTERSECTION OF CITRUS AVENUE AND CERES AVENUE ELEVATION: 100.00 FT. ASSUMED BASIS OF BEARI4GS ASSUMED DUE NORTH ALONG THE CENTERLINE OF CITRUS AVENUE FROM CERES AVENUE TO WHITTRAM CT. ASSUMED COORDINATE VALUES AT THE INTERSECTION OF CITRUS AVENUE AND CERES AVENUE: NORTHING 10,000 EASTING 20,000 VICINITY MAP NTS LEGEND ASPHALT CONCRETE ORANGE WAY -- RIGHT-OF-WAY (PROPOSED) - CENTERLINE WHITTRAM CT SEWER MANHOLE 0 G GAS VALVE 011,E WATER VALVE 01 �1 ATCHISON TOPEKA & SANTA FE RAILROAD FIRE HYDRANT _.f--_-}-} _4- . F ---t - i- If -11-4 -1-1 _.. SIGN W/POST EP w z -O w ZD ._ W W Z) FS z L CONSTRUCT AC PAVEMENT ......... (SEE CONST. NOTES FOR THICKNESS OF AC) ® SAWCUT & REMOVE EXISTING AC HW > a > a CONSTRUCT 4" PCC S EXISTING SEWER LINE TO MOD. BE PROTECTED IN PLACE - W CERES AVENUE BE PROTECTED IN PLACE G � OH �L -CATV- EXISTING CAN LINE TO c BE PROTECTED IN PLACE - F/o - W Z R w UT EXISTING UNDERGROUND TELEPHONE RET LINE TO BE PROTECTED IN PLACE 0T EXISTING OVERHEAD TELEPHONE RT PROJECT R/W RIGHT OF WAY STD STANDARD ST STREET STA STATI O N S/W SIDEWALK T LOCATION TC TOP OF CURB TCE TEMPORARY CONSTRUCTION EASEMENT TMH TELEPHONE MANHOLE MERRILL AVENUE VC VERTICAL CURVE VER VERTICAL W VICINITY MAP NTS LEGEND ASPHALT CONCRETE - - RIGHT-OF-WAY (EXISTING) -- RIGHT-OF-WAY (PROPOSED) - CENTERLINE s0 SEWER MANHOLE 0 G GAS VALVE 011,E WATER VALVE 01 �1 WATER METER C&G BENCH MARK DWG FIRE HYDRANT Dom' GUY WIRE ECR POWER POLE W/LIGHT _.. SIGN W/POST EP EDGE OF PAVEMENT -O PROP. STREET LIGHT ._ EXISTING STREET LIGHT -O- POWER POLE FS MAILBOX GB CONSTRUCT AC PAVEMENT ......... (SEE CONST. NOTES FOR THICKNESS OF AC) ® SAWCUT & REMOVE EXISTING AC HW GRIND & OVERLAY 0.10' MIN. LT CONSTRUCT 4" PCC S EXISTING SEWER LINE TO MOD. BE PROTECTED IN PLACE - W EXISTING WATER LINE TO NTS BE PROTECTED IN PLACE G EXISTING GAS LINE TO OH BE PROTECTED IN PLACE -CATV- EXISTING CAN LINE TO PIP BE PROTECTED IN PLACE - F/o - EXISTING FIBER OPTIC LINE TO R BE PROTECTED IN PLACE UT EXISTING UNDERGROUND TELEPHONE RET LINE TO BE PROTECTED IN PLACE 0T EXISTING OVERHEAD TELEPHONE RT LINE TO BE PROTECTED IN PLACE ABBREVIATIONS AC ASPHALT CONCRETE AB AGGREGATE BASE AVE. AVENUE BCR BEGIN CURB RETURN BW BACK OF WALK CL CENTER LINE CONST CONSTRUCT CF CURB FACE C&G CURB & GUTTER DWG DRAWING Dom' DRIVEWAY ECR END CURB RETURN ELEV ELEVATION EP EDGE OF PAVEMENT EXIST EXISTING FH FIRE HYDRANT FL FLOW LINE ELEVATION FS FINISH SURFACE ELEV GB GRADE BREAK GV GAS VALVE HOR HORIZONTAL HW HEADWALL LT LEFT MB MAILBOX MOD. MODIFIED MH MANHOLE NTS NOT TO SCALE OG ORIGINAL GROUND OH OVERHEAD PCC PORTLAND CEMENT CONCRETE PIP POWER POLE PVMT PAVEMENT R RADIUS RCACP REINFORCED CONC. ARC CULVERT PIPE RET RETAINING R&R REMOVE & REPLACE RT RIGHT R/W RIGHT OF WAY STD STANDARD ST STREET STA STATI O N S/W SIDEWALK T THICKNESS TC TOP OF CURB TCE TEMPORARY CONSTRUCTION EASEMENT TMH TELEPHONE MANHOLE TYP TYPICAL VC VERTICAL CURVE VER VERTICAL W WIDTH WM WATER METER WV WATER VALVE CONSTRUCTION NOTES QUAN MES 01 SAWCUT & REMOVE EXISTING AC PAVEMENT PER DETAIL "A" SHEET 2 5,955 SF 02 CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 95% COMPACTED NATIVE SUBGRADE 7,965 SF 03 CONSTRUCT 8" C&G PER CITY OF FONTANA STD. PLAN NO. 1000 510 LF ® CONSTRUCT PCC SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006 2,750 SF 05 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 403 (W=8') 1 EA © CONSTRUCT PCC RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. 1001 1 EA 07 COLDMILL MIN. 0.10' EXIST. PAVEMENT & OVERLAY 0.10' MIN WITH TACK COAT 348 SY ® CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. 1003 2 EA 09 CONSTRUCT 4" MIN. AC OVER 12" MIN. 95% COMPACTED NATIVE SUBGRADE 665 SF 10 RELOCATE EXISTING SEE PLANS 11 REMOVE EXISTING SEE PLANS 1Q ADJUST TO GRADE 1 EA 13 PROTECT IN PLACE SEE PLANS 14 REMOVE & REPLACE WATER METER BOX 1 EA 15 CONSTRUCT GRADE CROSSING AT RAILROAD PER METROLINK STANDARD NO. 2011 9,370 SF BY OTHERS WILL ADJUST MANHOLES. 16 INSTALL R/R XING ARM PER PUC STD. NO. 9 BY OTHERS 3EE PLANS Q PLACE UNCLASSIFIED FILL (VARIABLE DEPTH) COMPACTE6 TO 90% UNDER 40 CY SAN GABRIEL VALLEY WATER COMPANY PROPOSED SIDEWALK AS SHOWN PER DETAIL "C" ON SHEET ,5 REDLANDS, CA 92374 11142 vNr2VEY AVENUE SIG O%rA AND SMPING NOTES ❑1 RELOCATE EXISTING SIGN AS SHOWN ❑2 INSTALL 12" WHITE STOP BAR/LIMIT LINE PER CALTRANS STD. A24E INSTALL THERMOPLASTIC PAVEMENT MARKING "STOP" PER C1,1 -TRANS STD A24D ® INSTALL 50' CENTERLINE DOUBLE YELLOW STRIPE PER CALTRANS STD A20A DETAIL 21 ❑5 INSTALL CENTERLINE DOUBLE YELLOW STRIPE & MARKERS PER CALTRANS STD. A20A DETAIL 22 © PROTECT SIGN IN PLACE a. !Z W UTILrTY CONTACTS ELECTRIC TELEPHONE 0 SOUTHERN CALIFORNIA EDISON PACIFIC BELL a: 501 S. MARENGO AVE. BLDG. E 3939 E. CORONADO ST. ALHAMBRA, CA 91802 ANAHEIM, CA 92807 (626) 308-6313 • (714) 666-5401 ATTN: ORLANDO OLIVAS ATTN: SUSAN MORGAN NOTE: CONTACT 1 MONTH BEFORE NOTE: CONTACT 2 WEEKS PRIOR W CONSTRUCTION;SCE TO ADJUST VAULTS TO CONSTRUCTION. PACIFIC BELL WILL ADJUST MANHOLES. GAS SC GAS WATER = 1918 W. LUGONIA AVE. SAN GABRIEL VALLEY WATER COMPANY REDLANDS, CA 92374 11142 vNr2VEY AVENUE � (909) 335-7715 P.O.6 ATTN: DENNIS W WEAR, EAR, MONTE, 91734-2010 = PLANNING ASSOCIATE (626) 448-6183 a - EMERGENCIES: (800) 427-2200 ATTN: LUIS MONTENEGRO W D SEWER CABLE CO. CITY OF FONTANA TIME WARNER TELECOM 8353 SIERRA AVE. 3281 E. GUASTI ROAD, SUITE 350 a FONTANA, CA 92335 ONTARIO, CA 91761 (909) 350-6632 (909) 456-3652 Ca ATTN: DAVID MILLER WATER FONTANA WATER COMPANY J 11142 GARVEY AVE. EL MONTE, CA 91733 ATTN: LUIS MONTENEGRO (626) 448-6183 SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 TYPICAL SECTIONS SHEET 3 CITRUS AVENUE PLAN & PROFILE STA. 47+00 TO STA. 54+57 SHEET 4 NON CITY OF FONTANA STANDARD DRAWINGS 0 0 U U w U) U) a� W 3 UJI U 0 Q U O O 00 0 0 O O 0 0 z OO E CL N r� r- rn N