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Home My WebLink About3374-1ONVICINITY MAP NOT TO SCALE TYPICAL FLUMROSE AND ANDREA STREE78 T.1,=5,5 NO SCALE FOXWORTH STREET FROM STA. 10+43 TO STA, 10+85 T,L;;5,5 NO SCALE m 1 12' 18' 1 18' 12' 2:1 MAX, 2 2 2' TYPICAL SECTION FOXWORTH STREET FROM STA. 10+85 TO STA, 12+69 T1-5,5 NO SCALE m 12' 16' i 30F M FA om EX, CROSS GUTTER Vii; *,g: ,�`, ) t°� ,. s'z ar4a. {tRNf�„t}�a ;Pi":4 k�i ,r ar;' ,his ra 'i e, r r � 5 rt '`a'P,+ •a�y) 2�r� s}. tU 45;t Lr' 4 Y �� •° � iii`. � , � `' ,+;: 4�:''^�"'„ �'� fix,": dF�,. ,* S't } '�,,., ..� :\.. L1: {.i 4if :aiv.. Cr LSA :i,•: � ��', i 4 1' `'Y: ,_...,. .�,". .a�.." .. � v � '.�,v , ,. 'L :a... ,. • :. ,. ....'N, .3, �. s7 ,a. :r. .d , . .., .. $ f",.. a j'�'...x „�,- ., :, s ,x,... .,> .4...,. ,. �,,.," ,.,i,. „i sr rY,,, 1. ,> ,r.: ;," YSy",. Z1 4 .a± .., aa,. 4r .� r . .'�':; 'x'•, :7. y„ "`�.�,, :::, ,u, ,,; :.,, +�. a; ,L,, }4: z, .• i5, „a :,r: : r of :,y. •. � .a; :„a � .! �,. t:} £,C ,,x -�. > n M, 0 L� (�C) SEE SHEET 11 DWG. 2504 TR14293 1 D IU > PREPARED BY FIRM: r engineering, ri' Inc. _ ADDRESS: 310 $. MAPLE ST,, STE, D C ROMA, CA 92880 TELEPHONE (0 ) 1072 FAX: ( 909) 272--0166 . 2.9616 D'� SIGNATURE RCE bATE �OFESS E '11 4 NO, 29616Lu Exp. 3/31/07 Gs �T C 1 v 1 \- OA CIF i-,�a •.v.: tem. "J s§! '.a, :�; « vct .sw t} if4 rr ' u dr s4`•;''`x y,,ias {:. �.. t. �; ° �; as ..,t � ,C�£•. ,U'�," a. 'ri ! , a�, � �, r, �l4'"i: t3:, f 41'•ua �� 4j.., ii� A,.•�,... � L;Fe N.:r SEE SHEET 9 DWG, 2504 IR14293 PROP. BLOCK WALL - PER SEPARATE PERMIT SHEET 7 DWG. 2504 TR 14293 ,r z TOLL FREE 1-800-227--2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NORTH 100 O 1QQ 200 SCALE 1 : 100 INDEX MAP DENOTES SEE SHEET NO. BASIS OF BEARINGS THE BEARING OF N 69°58'1Q” W FOR THE CENTERLINE OF FOXW'ORTH STREET, AS SHOWN ON A MAP OF TRACT NO, 14293, RECORDED IN BOOK 255, PAGES 94-98, INCLUSIVE, OF MAPS, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. CITY OF FONTANA BENCHMARK NO, 378, CIRCUIT NO, 67-5, 30D NAIL IN POWER POLE (NO NUMBER), SOUTHWEST CORNER OF BEECH AND FOOTHILL BLVD., DATED SEPTEMBER 1967, ELEV. = 1267.84 FOXWORTH STREET FROM STA. 13+55 TO STA, 14+70 T,1,=5.5 NO SCALE I I LANDSCAPING AND i PUBLIC UTILITY ESMT. 10 12 54"48 5' . / 6' 6' 0 2J 2 21 PROP. RET. WALL �. PER SEPARATE PERMIT MEANDERING SIDEWALK - BASELINE FROM STA, 118+°94 TO STA, 125+05 T,1. =10,5 NO SCALE m TYPICAL SECTION BC BEGIN CURVE FOXWORTH STREET SEWER LINE PER EC FROM STA, 12+69 TO STA. 13+55 (909 875-5100 -- TRANSMISSION OTHER SHEET T,I,-5,5 NO SCALE CL CENTERLINE CONSTRUCTION NOTES QUANTITIES 1400 E, PHILLIPS BLVD. F.L. INTERIOR STREET$ ...' CONSTRUCT 4" A.C, OVER 12" OF 95X COMPACTED NATIVE SOIL. (SEE GEN. NOTES NO. 3102) 28,010 S.F. CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD, NO, 1003, 1513 L.F. F,S. CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA $TO. NO. 1006, 4 EA, W_ CONSTRUCT 4" THICK P.C,C. SIDEWALK PER CITY OF FONTANA STD" NO, 1015. 6609 S.F. FINISHED DIRT CONSTRUCT P.C,C. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102 (W=16'). 4420 S.F. 6- SAWCUT & REMOVE EXISTING CONCRETE CURB, SIDEWALK AND/OR AC IMPROVEMENTS AS SHOWN. 17047 S.F. DIRECTION OF FLOW GRIND EXIST, AC ('0.1' MIN.) AND OVERLAY PAVING PER SECTION "A -A" SHT, 4. 811 S.F. m CONSTRUCT LOCAL DEPRESSION PER APWA STD. DWG, 313-1 AND MODIFIED BY DETAILS SHOWN ON SHT, C 0 EA. (�- ADJUST SEWER M,H, RIM TO FINISH GRADE PER CITY OF FONTANA STD, DWG. NO, 109. 3 EA. & INSTALL 9500 LUMEN (H.P.S.V.) ORNAMENTAL POLE STREET LIGHTS PER APPROVED ST, LITE PLAN, 5 EA, 11 CONSTRUCT FULL DEPTH AC 86 S.F. PAVEMENT SECTIONS SHOWN HEREON ARE MINIMUM THICKNESSES ONLY. FINAL SECTIONS SHALL BE DETERMINED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER 10+00.00 PRIOR TO START OF CONSTRUCTION. - - QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY AND ARE PROVIDED TO ASSIST THE MH CITY IN DETERMINING FEE & BOND AMOUNTS ONLY. STREET LIGHT THE CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO START OF CONSTRUCTION. INTERSECTION PREPARED BY FIRM: r engineering, ri' Inc. _ ADDRESS: 310 $. MAPLE ST,, STE, D C ROMA, CA 92880 TELEPHONE (0 ) 1072 FAX: ( 909) 272--0166 . 2.9616 D'� SIGNATURE RCE bATE �OFESS E '11 4 NO, 29616Lu Exp. 3/31/07 Gs �T C 1 v 1 \- OA CIF i-,�a •.v.: tem. "J s§! '.a, :�; « vct .sw t} if4 rr ' u dr s4`•;''`x y,,ias {:. �.. t. �; ° �; as ..,t � ,C�£•. ,U'�," a. 'ri ! , a�, � �, r, �l4'"i: t3:, f 41'•ua �� 4j.., ii� A,.•�,... � L;Fe N.:r SEE SHEET 9 DWG, 2504 IR14293 PROP. BLOCK WALL - PER SEPARATE PERMIT SHEET 7 DWG. 2504 TR 14293 ,r z TOLL FREE 1-800-227--2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NORTH 100 O 1QQ 200 SCALE 1 : 100 INDEX MAP DENOTES SEE SHEET NO. BASIS OF BEARINGS THE BEARING OF N 69°58'1Q” W FOR THE CENTERLINE OF FOXW'ORTH STREET, AS SHOWN ON A MAP OF TRACT NO, 14293, RECORDED IN BOOK 255, PAGES 94-98, INCLUSIVE, OF MAPS, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. CITY OF FONTANA BENCHMARK NO, 378, CIRCUIT NO, 67-5, 30D NAIL IN POWER POLE (NO NUMBER), SOUTHWEST CORNER OF BEECH AND FOOTHILL BLVD., DATED SEPTEMBER 1967, ELEV. = 1267.84 FOXWORTH STREET FROM STA. 13+55 TO STA, 14+70 T,1,=5.5 NO SCALE I I LANDSCAPING AND i PUBLIC UTILITY ESMT. 10 12 54"48 5' . / 6' 6' 0 2J 2 21 PROP. RET. WALL �. PER SEPARATE PERMIT MEANDERING SIDEWALK - BASELINE FROM STA, 118+°94 TO STA, 125+05 T,1. =10,5 NO SCALE m SEWER !_INE BC BEGIN CURVE RIALTO, CA 92378 SEWER LINE PER EC END CURVE (909 875-5100 -- TRANSMISSION OTHER SHEET (213 637.1233 -- PIPELINES EXIST, SEWER LINE CL CENTERLINE ATTN: VIRGINIA BECKER 1400 E, PHILLIPS BLVD. F.L. FLOWLINE GUTTER ANAHEIM, CA 92807 STORM DRAIN LINE (714) 666-5467 WATER LINE F,S. FINISHED SURFACE - - W_ EXIST, WATER LINE F. FINISHED DIRT SEWER MANHOLE EX EXISTING DIRECTION OF FLOW S SEWERLINE m PROPOSED/ FUTURE R/W SD STORM DRAIN LINE --2/1 -- '' - _4�21-- EDGE OF PAVEMENT W WATERLINE - - --- CENTERLINE ST STREET STATION WATER VALVE 10+00.00 SEWER STATION - - -410 FIRE HYDRANT MH MANHOLE STREET LIGHT INT. INTERSECTION ul HANDICAPPED ACCESS RAMP R/W RIGHT OF WAY T.C. TOP OF CURB GRIND EXIST. PAVEMENT & OVERLAY ELEV. PROPOSED ELEVATION (ELEV) EXISTING ELEVATION SAWCUT & REMOVE EXIST. IMPROVEMENTS CONCRETE IMPROVEMENTS PROPOSED RETAINING WALL PROPOSED LOT LINE PROPOSED/FUTURE CURB PROPOSED 2:1 SLOPE (MAX) CITY OF FONTANA ATTN: CARLOS NAVARRO 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SOUTHERN CALIFORNIA GAS COMPANY ATTN. DENNIS FREEMAN 1981 W, LUGONIA AVE. REDLANDS, CA, 92374 (909) 335-7547 EMERGENCIES: (800) 4272.200 NOTES:GENERAL I. 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. A T TECHNICAL CONFLICT I" FUN T EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE 2. WHEN EC Im 0 L S FOUND O 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 WITHIN S 90 -7 IN PUBLIC RIGHT-OF-WAY W IN THE CITY LIMIT.A CALL LL ( 9) 350 610, 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, S, M +HODS AND PROCEDURES DESCRIBED IN THE STATEOF C IFORN I A MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. R I T' R R TRAFFIC CONTROL DEVICES 6, IT SHALL BE TI~IC RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BA R CARES, DELINEA Q S O OTHER R E ES 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 () 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 THC 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 CENTERUNE 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 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 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 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 SHALT. CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING 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—ERODEABIaE 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 SOIL 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, SOUTHERN CALIFORNIA EDISON COMPANY COMCAST (CABLE TV) 300 N, PEPPER STREET ATTN: JACK HAYES RIALTO, CA 92378 1205 DUPONT AVE, (909) 820-5598 -- UNDERGROUND ONTARIO, CA 91761 (909 875-5100 -- TRANSMISSION (909) 390--4738 (213 637.1233 -- PIPELINES GENERAL TELEPHONE CO. PACIFIC BELL CO. ATTN: STEVE HOCK ATTN: VIRGINIA BECKER 1400 E, PHILLIPS BLVD. 3939 E. CORONADO STREET ONTARIO, CA, 91766 ANAHEIM, CA 92807 (600) 422-4133 (714) 666-5467 FONTANA WATER COMPANY ATTN: MICHAEL J. MCGRAW 6440 NUEVO AVE, FONTANA, CA. 92235 (909) 622-2201 FAX (909) 623-5046 CRAWFORD CANYON MUTUAL WATER CO, ATTN; BILL VANDERKIEFT, JR, (619) 868--6040 UNDERGROUND SERVICE ALERT (600) 422-4133 TTI I J IV w