The URL can be used to link to this page

Home My WebLink About3244-1I -J r ]\/J L J CJ< r L r M r IN A R' Y SCHOOL L1, TYPICAL SECTION YANKEE PLACE/ ANGELS COURT NO SCALE T.I.=5.5 TYPICAL SECTION HEMLOCK AVENUE FROM STA. 16+70 TO STA. 20+00 NO SCALE T.I.=6.5 q T rK.;AL i iUN HEMLOCK AVENUE FROM STA 13+39 TO STA 16+70 NO SCALE T.I.=6.5 PREPARED BY Q?I ESS/0 FIRM: raab engineering, inc. ADDRESS: 310 S. MAPLE ST., STE. D w N0. 29616 CORA A, CA 92380 TELEPHONE: (9of 272 72 FAX: ( 909) 272-0166 4t Exp. 3/31/03 4 29616 0 �lq 0 l V i ��P SIGNAT RF RCE bATE lF OF CAL�F�� 0 50 100 150 200 250 300 SCALE: 1'=100' ik imr--v LAA M DENOTES SEE SHEET NO. BASIS OF BEARNM THE BEARING OF N89'54'23"W FOR THE CENTERLINE OF MILLER AVENUE, AS SHOWN ON A RECORD OF SURVEY FILED IN BOOK 59 PAGES 52 THROUGH 62, INCLUSIVE, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. BBJCH MARK= NO. 360 CITY OF FONTANA BENCHMARK 1360 - A NAIL IN POLE 11563704E AT THE SOUTHWEST CORNER OF LIME AVENUE AND BASELINE AVE. ELEV: 1376.03 .l. FOOTHILL BLVD. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LEGEND FUTURE FU.TUREVrCr�Nr S. GENERAL NOTES: N SEWER LINE PER 0' LANDSCAPING W 228-352-05 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE 32' 64 20' 12' STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE 5' 6.5' 32' 32' 13. THE LATEST EDITION UNLESS OTHERWISE NOTED. 0.5 12' 20' 20' 12' 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE "GREEN 3 SCALE PROVISIONS IN THE BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. --0 0.5 5' 6.5' 6.5' S' 0.5' 2% ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. may. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. - - - - -' -- -- 29 29' 2.67% 2.679 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR - -' - - - - - - - L _� _ i _ �' _ _ _ _- _ J W TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY - - - - - - - - - CENTERLINE ST WORK IN PUBLIC RICHT-OF-WAY WITHIN THE CITY LIMITS. -_ TYPICAL SECTION 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA �• MILLER AVENUE MH MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 1 64 FROM STA 10+42 TO STA 17+00 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. ® HANDICAPPED ACCESS RAMP R/W RIGHT OF WAY 8353 SIERRA AVENUE NO SCALE 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM 2 F;3 S R/W EXIST. IMPTS. PER HEMLOCK ELEMENTARY R ELEV. THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 0 50 100 150 200 250 300 SCALE: 1'=100' ik imr--v LAA M DENOTES SEE SHEET NO. BASIS OF BEARNM THE BEARING OF N89'54'23"W FOR THE CENTERLINE OF MILLER AVENUE, AS SHOWN ON A RECORD OF SURVEY FILED IN BOOK 59 PAGES 52 THROUGH 62, INCLUSIVE, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. BBJCH MARK= NO. 360 CITY OF FONTANA BENCHMARK 1360 - A NAIL IN POLE 11563704E AT THE SOUTHWEST CORNER OF LIME AVENUE AND BASELINE AVE. ELEV: 1376.03 .l. FOOTHILL BLVD. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LEGEND w 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 0.5' 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. SEWER LINE SCHOOL STREET IMPT. PLAN. DWG NO. 2212 N 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 N SEWER LINE PER 0' LANDSCAPING W 64' EASEMENT 32' THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 32' 12' I 20' 20' 12' CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 5' 6.5' 18.5' 13. 6.5' 5' 0.5 FROM STA 4+40 TO STA 10+42 A c�� STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. - -EX W- - SCALE FINISHED DIRT --0 T. T.I.=6.5 2% ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. `� rY SEWERLINE - - PROPOSED/ FUTURE R/W SO 2% 2% EDGE OF PAVEMENT w 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 0.5' 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 SEWER LINE 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 6 SEWER LINE PER EC CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFIC 3 SEE DETAIL "A' ON SHEET 1 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. - --EX 5--- - TYPICAL SECTION CL CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 17. MILLER AVENUE 13. CURVE DATA REFERS TO THE FACE OF CURB. DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RE FROM STA 4+40 TO STA 10+42 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. - -EX W- - SCALE F. FINISHED DIRT --0 T. T.I.=6.5 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE 1 SEWER LINE BC BEGIN CURVE --- SEWER LINE PER EC END CURVE THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFIC OTHER SHEET 3�-- CITY ENGINEER. - --EX 5--- - EXIST. SEWER LINE CL CENTERLINE 17. STORM DRAIN LINE F.L FLOWLINE GUTTER DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RE WATER LINE F.S. FINISHED SURFACE - -EX W- - EXIST. WATER LINE F. FINISHED DIRT --0 SEWER MANHOLE EX EXISTING MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. DIRECTION OF FLOW S SEWERLINE - - PROPOSED/ FUTURE R/W SO STORM DRAIN LINE ,/i - _YZe_ EDGE OF PAVEMENT W WATERLINE - CENTERLINE ST STREET STATION L.F. WATER VALVE 10+00.00 SEWER STATION �• FIRE HYDRANT MH MANHOLE 0-0 STREET LIGHT INT. INTERSECTION ® HANDICAPPED ACCESS RAMP R/W RIGHT OF WAY 8353 SIERRA AVENUE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEAK SWALES ENTERING OR LEAVING IMPROVEMENTS. T.C. TOP OF CURB zm REMOVE EXIST. AC PAVEMENT ELEV. PROPOSED ELEVATION 2 I EA (ELEV) EXISTING ELEVATION GRIND EXIST. PAVEMENT CONCRETE IMPROVEMENTS PROPOSED RETAINING WALL PROPOSED LOT LINE PROPOSED/FUTURE CURB PROPOSED 2:1 SLOPE (MAX) CONSTRUCTION NOTES: PROPOSED C&G QUANTITIES: lf�--CONSTRUCT 4" A.C. OVER 12' OF 95% COMPACTED NATIVE SOIL. (SEE GEN. NOTES NO. 31 & 32) PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING R DURING CONSTRUCTION. CONSTRUCT 4-1/2" A.C. OVER 12" OF 959; COMPACTED NATIVE SOIL. (SEE GEN. NOTES NO. 31 & 32) 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFIC 3�-- CITY ENGINEER. 64 L.F. t 32' 32' 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE 20' 20' 12' DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RE CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. N0. 1006. 9 CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO 6.5' 5' 0.5' MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. o`�� l� 2X MAX 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE 2% 2 2:1 MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. S.F. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL INCLUDING ADEQUATE WATERING, AT ALL TIMES. t 6 3 3 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. TYPICAL SECTION 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY i L.S. ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. INDIAN DRIVE/ MARINERS WAY SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT JOINS TO A SMOOTH STRAIGHT LINE. 660 L.F. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR NO SCALE CITY OF FONTANA 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING 12,920 S.F. 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 EA 8353 SIERRA AVENUE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEAK SWALES ENTERING OR LEAVING IMPROVEMENTS. 20' 2 EA FONTANA, CA 92335 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM 2 I EA TO THE CITY OF FONTANA STANDARD DETAILS. 2' 1' 5' INSTALL 9500 LUMEN (H.P.S.V.) ORNAMENTAL POLE STREET LIGHTS (100 WATTS JIO), 8 MIN. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. w I 27. THE SEWER CONTRACTOR SHALL STAMP AN "S' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. V) 8 10 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. ATTN: DENNIS FREEMAN -- 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. �;;.,..?:.,'� - _ _. - _ - - -- 1981 W. LUGONIA AVE. 16 ., - - - - -- - .._ - - 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 11 GRIND &OVERLAY EXIST. AC (0.10' MIN.) 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY FOR SMOOTH JOIN EA SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. EXIST. AC PAVEMENT 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/ OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A L.S. EMERGENCIES: (800) 427-2200 GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. C /� DETAIL "A" 1 L.S. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON EDGE OF PAVEMENT JOIN I CITY I COMPLETION OF PAVING. NO SCALE 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 lf�--CONSTRUCT 4" A.C. OVER 12' OF 95% COMPACTED NATIVE SOIL. (SEE GEN. NOTES NO. 31 & 32) 75,280 S.F. a 2a- CONSTRUCT 4-1/2" A.C. OVER 12" OF 959; COMPACTED NATIVE SOIL. (SEE GEN. NOTES NO. 31 & 32) 27,250 S.F. 3�-- CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003. 6,050 L.F. 4�- CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105. (W=8') 4,000 S.F. 5a-- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. N0. 1006. 9 EA ®- CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. NO. 1015. 23,500 S.F. W Q7 -- CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CITY OF FONTANA STD. N0. 103 (W=16'). 20,500 S.F. SAWCUT & REMOVE EXISTING AC PAVEMENT & IMPTS. t L.S. ONTARIO, CA. 91766 9�-- REMOVE EXISTING CONCRETE CURB / AC BERM / CONCRETE C.B. i L.S. UNDERGROUND SERVICE ALERT 10 SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT JOINS TO A SMOOTH STRAIGHT LINE. 660 L.F. CONSTRUCT MATCH -UP PAVING AS SHOWN ON PLAN AND OVERLAY PAVING PER DETAIL "A" ON SHEET 1. CITY OF FONTANA 11 GRIND AND OVERLAY EXISTING A.C. (5' MIN. WIDTH - 0.10 MIN. THK.) FOR SMOOTH JOIN. 12,920 S.F. ATTN: CARLOS NAVARRO CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1 CASE A 3 EA 8353 SIERRA AVENUE -� CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1 CASE B 2 EA FONTANA, CA 92335 13 ADJUST SEWER M.N. RIM TO FINISH GRADE PER CITY OF FONTANA STD. 109 10 EA (909) 350-6632 14 INSTALL 9500 LUMEN (H.P.S.V.) ORNAMENTAL POLE STREET LIGHTS (100 WATTS JIO), 8 EA 27 FEET LUMINAIRE HEIGHT PER CITY OF FONTANA STD. NO. 1016. SOUTHERN CALIFORNIA GAS COMPANY 15 INSTALL 5800 LUMEN (H.P.S.V.) ORNAMENTAL POLE STREET LIGHTS (70 WATTS 17),11 ATTN: DENNIS FREEMAN 27 FEET LUMINAIRE HEIGHT PER CITY OF FONTANA STD, NO. 1016. 1981 W. LUGONIA AVE. 16 INSTALL STOP SIGN (R-1) PER CITY OF FONTANA STD. 139. 2 E• REDLANDS, CA 92374 11 PAINT 12' WIDE WHITE STOP BAR PER CITY OF FONTANA STD. 140. 2 EA (909) 335-7547 18 PAINT "STOP" LEGEND. 1 L.S. EMERGENCIES: (800) 427-2200 19 CONST. STD. BARRICADE PER CITY OF FONTANA STD. PLAN 118. 1 L.S. REV. REVISION DESCRIPTION I DATE I ENGR. I CITY I 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. NORTH PROJECT A SITE UTILITY NOTIFICATIONS: SOUTHERN CALIFORNIA EDISON COMPANY COMCAST (CABLE TV) FONTANA WATER COMPANY ¢ BASELINE a 300 N. PEPPER STREET ATTN: JACK HAYES ATTN: MICHAEL J. MCGRAW RIALTO, CA 92376 1205 DUPONT AVE. 8440 8440 NUEV4 AVE. O VE. y 909 820-5598 -- UNDERGROUND ONTARIO, CA 91761 NU 92235 (909) 822-2201 909 875-5100 -- TRANSMISSION (909) 390-4738 FAX (909) 823-5046 r 213 637-1233 -- PIPELINES W GENERAL TELEPHONE CO. ATTN: STEVE HOCK CRAWFORD CANYON MUTUAL WATER CO. FOOTHILL PACIFIC BELL CO. ATTN: VIRGINIA BECKER 1400 E. PHILLIPS BLVD. ATTN: BILL VANDERKIEFT, JR. (619) 868-6040 3939 E. CORONADO STREET ONTARIO, CA. 91766 VICINITY MAP ANAHEIM, CA 92807 (800) 422-4133 UNDERGROUND SERVICE ALERT NOT TO SCALE (714) 666-5467 (800) 422-4133 I CITY OF FONTANA, CALIFORNIA WMAH11 oi: " SCALE. STREET PLAN - TRACT 16216 I'= lo0, DESIGNED BY. TITLE SHEET DATE. 15 JAN 2002 Date CHECKE PPR D BY; DRAWING NO.: 1 ZP TY ENGINEER R.C.E. 51152 DATE: 3244 7