The URL can be used to link to this page

Home My WebLink About3091-1G-EN-MRAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS CUPT17 1F IFOMPTANA CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, NOTED 15FTR T RHP"TmOV H HT PLANS lk1CJ'g"wnd Se ice Ment HE Cat TOLL FREESHOULD CONSTRUCTION OF NOT COMMENCE WITHIN TWOTYEARSQUIRED EOF THE DA VEFENTS APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 1-8W DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO 227-2600 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. TWO WORKING DAYS BEFORE YOU DIG PLANS PREPARED FOR: OWNER/DEVELOPER/APPLICANT BCA DEVELOPMENT ATTN: BEN ANDERSON 17780 FITCH STREET SUITE 120 IRVINE, CA 92614 (949) 863-1055 - FAX (949) 863-0065 No. I I'l •� c I ':[I@] 104 N(Ge n6n(ED7 NOe 1161167 T FUJU INDEX MAP SCALE: 1"=100' PROPOSED 42' R/W 32' ., .. 10' 20' 2' 10' 12' 5' 1' 2' 8' 7.25' COLD JOINT 24 22 25 --------------- -- 2.00% :.: 12 8" CONC 21 6"95% COMPACTED CRUSHED AGGREGATE BASE in It 12" MIN. 95% COMPACTED NATIVE SUBGRADE EXISTING IMPROVEMENTS PER CITY DWG. NO. 1880 BRIDLEPATH DRIVE -BUS BAY STA 31+16.75 TO 31+67.26 NTS R/W 5' 64' PUE 32' I I 12' 20' I 4' VARIES VARIES 0.5% MIN O I 2% o ----�.------LEVEL.--- 11 . _ Q RECORD DOCUMENT r 4.75' 4" SIDEWALK CURB ONLY 6" C. F. COLD JOINT EXISTING IMPROVEMENTS PER CITY DWG. NO. 1880 R/W I I 5' I I 32' PUE I 20' 12' I VARIES VARIES 4' 0.5% MIN I 27- LINE %LINE r.l These Record Documents have been prepared BRIDLEPATH DRIVE -0.9 RIW based on information provided by others. The STA 29+50.94 TO STA 35+42.% Design Professional has not verified the accuracy T.I.-5.5 and/or completeness of this information and shall not be responsible for any errors or omissions NTS w h may be incorporated herein as a result z BASIS OF BEARINGS DATE THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE CENTERLINE OF BRIDLEPATH DRIVE BEING NORTH 18'00'00" EAST, AS SHOWN ON TRACT 13750, M.B.250/48-66, RECORDS OF SAN BERNARDINO COUNTY. REVISIONS Engineer CityBENCHMARK ADDroval Date: ADDroval Date: FWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E S'LY SIDE OF BASELINE 220'± E'LY OF CHERRY AVE. ELEVATK)N= 1313.04 LEGEND COLOR AND FINISH TO MATCH EXISTING CONCRETE. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF •�� • DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO CATCH BASIN THE CURB AT THE LOCATION OF THE SEWER LATERAL. FIRE HYDRANT PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR �_IF PROPOSED STREET LIGHT SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING EACH FOR RESOLUTION. CONSTRUCTION NOTE REFERENCE NUMBER STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND LINEAL FEET CITY ENGINEER. EXISTING ELEVATION/EXISTING GRADE APPROVED PRIOR TO PAVING OF STREETS. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT TRACT BOUNDARY FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING POINT OF INTERSECTION PAVEMENT PRIOR TO PLACEMENT. MATCHLINE DIVISION PRIOR TO THE START OF ANY WORK. POINT OF REVERSE CURVATURE -SD- STORM DRAIN INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT WATER MAIN WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC BEGIN CURB RETURN TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED SEWER MAIN RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. END CURB RETURN BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL RIGHT OF WAY POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF END CURVE FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A PUBLIC UTILITY EASEMENT CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC BEGIN VERTICAL CURVE GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA GRADE BREAK EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. END VERTICAL CURVE FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES FINISHED SURFACE BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. POINT OF COMPOUND VERTICAL CURVATURE SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR FINISHED GRADE PRVC POINT OF REVERSE VERTICAL CURVATURE UPON COMPLETION OF PAVING. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION GRADE IN OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TO THE SATISFACTION OF THE CITY ENGINEER. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL FOR GROUND MOVEMENT EXISTS. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC TO THE CITY ENGINEER. RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. CITY OF F WMA, LMM NOTFICATiON LIST 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM CITY OF FONTANA PACIFIC BELL CO. AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE 8353 SIERRA AVENUE 3939 E. CORONADO STREET LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO FONTANA, CA. 92335 ANAHEIM, CA. 92807 EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE (909) 350-6632 (714) 666-5467 CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 227-2600 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL 1981 W. LUGONIA AVENUE UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, REDLANDS, CA. 92374 COMCAST ( CABLE TV ) TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, (909) 335-7547 ATTN: JACK HAYES LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY ONTARIO, CA. 91761 COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO SO. CALIF. EDISON COMPANY (909) 390-4738 WORK AROUND THEIR FACILITIES. 300 N. PEPPER AVENUE RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER 909820-5598 - UNDERGROUND ATTN: STEVE HOCK MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER 213 637-1233 - PIPELINES ONTARIO, CA. 91766 COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 909 357-6223 - DISTRIBUTION (800) 422-4133 800 422-4133 13. CURVE DATA REFERS TO THE FACE OF CURB. FONTANA WATER COMPANY CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. McGRAW 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT ATTN: BILL VANDERKIEFT, JR. 8440 NUEVO AVENUE WHERE OTHERWISE NOTED. (619) 868-6040 FONTANA CA. 92235 (909) 822-2201 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE FAX: (909) 823-5046 ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE R/W R/W FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION i 5' 5' CONTROL STAKING DURING CONSTRUCTION. PUE 27' 27' PUE 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO 1 6' 20' I 20' 6' 1' THE CITY ENGINEER. 5.5' 5.5' 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE i O BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. I 27 --' o 2% SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF -----2�-----LEYEL_ _____URE-__- %- 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. DECOY LANE 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS STA 10+00.00 TO 10+90.71 AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL LOCAL STREET -54' RAW BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. TJLZ&5 NTS 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. i R/W R/W 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED I 5' 5 S' WIND VELOCITIES EXCEED 25 MILES PER HOUR. ; PUE I 25' 25' PUE � 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, i 7' 18' I 18' 7' SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT i it 6' 6' it PRIOR WRITTEN APPROVALi 5.5' 0 5.5' 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL ; 2q, 0 2% OF THE CITY INSPECTOR. '-i LEVEL LINE Y O . 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. BISON LANE STA 10+00.00 TO 16+24.86 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES RACCOON WAY STA 10+00.00 TO 13+50.00 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE DECOY LANE STA 10+90.71 TO 16+45.14 SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE ARCHERY COURT AND WILDLIFE COURT SWALES ENTERING OR LEAVING IMPROVEMENTS. LOCAL STREET -50' R/W T.L=5.5 NTS lk1CJ'g"wnd Se ice Ment HE Cat TOLL FREESHOULD CONSTRUCTION OF NOT COMMENCE WITHIN TWOTYEARSQUIRED EOF THE DA VEFENTS APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 1-8W DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO 227-2600 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. TWO WORKING DAYS BEFORE YOU DIG PLANS PREPARED FOR: OWNER/DEVELOPER/APPLICANT BCA DEVELOPMENT ATTN: BEN ANDERSON 17780 FITCH STREET SUITE 120 IRVINE, CA 92614 (949) 863-1055 - FAX (949) 863-0065 No. I I'l •� c I ':[I@] 104 N(Ge n6n(ED7 NOe 1161167 T FUJU INDEX MAP SCALE: 1"=100' PROPOSED 42' R/W 32' ., .. 10' 20' 2' 10' 12' 5' 1' 2' 8' 7.25' COLD JOINT 24 22 25 --------------- -- 2.00% :.: 12 8" CONC 21 6"95% COMPACTED CRUSHED AGGREGATE BASE in It 12" MIN. 95% COMPACTED NATIVE SUBGRADE EXISTING IMPROVEMENTS PER CITY DWG. NO. 1880 BRIDLEPATH DRIVE -BUS BAY STA 31+16.75 TO 31+67.26 NTS R/W 5' 64' PUE 32' I I 12' 20' I 4' VARIES VARIES 0.5% MIN O I 2% o ----�.------LEVEL.--- 11 . _ Q RECORD DOCUMENT r 4.75' 4" SIDEWALK CURB ONLY 6" C. F. COLD JOINT EXISTING IMPROVEMENTS PER CITY DWG. NO. 1880 R/W I I 5' I I 32' PUE I 20' 12' I VARIES VARIES 4' 0.5% MIN I 27- LINE %LINE r.l These Record Documents have been prepared BRIDLEPATH DRIVE -0.9 RIW based on information provided by others. The STA 29+50.94 TO STA 35+42.% Design Professional has not verified the accuracy T.I.-5.5 and/or completeness of this information and shall not be responsible for any errors or omissions NTS w h may be incorporated herein as a result z BASIS OF BEARINGS DATE THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE CENTERLINE OF BRIDLEPATH DRIVE BEING NORTH 18'00'00" EAST, AS SHOWN ON TRACT 13750, M.B.250/48-66, RECORDS OF SAN BERNARDINO COUNTY. REVISIONS Engineer CityBENCHMARK ADDroval Date: ADDroval Date: FWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E S'LY SIDE OF BASELINE 220'± E'LY OF CHERRY AVE. ELEVATK)N= 1313.04 PROJECT LOCATION SWE ROUE 210 OR SLOU AVE/ A" SLAW AVE VICINITY MAP N.T.S. FWMA LEGEND Ak EXISTING FIRE HYDRANT LOC lap - 4w •�� • CB CATCH BASIN Ak FIRE HYDRANT HP �_IF PROPOSED STREET LIGHT PROJECT LOCATION SWE ROUE 210 OR SLOU AVE/ A" SLAW AVE VICINITY MAP N.T.S. FWMA ® SIDEWALK REMOVAL 11 1 PROPOSED A.C. PAVEMENT CONSTRUCTION NOTES ESTIMATE OF QUANTITIES TR 16167-1 TR 16167 TOTAL la -CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32) 38,184 SF 27,291 SF 65,475 SF 2 CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 2,111 LF 888 LF 2,999 LF 3 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8' - 874 SF 1,540 SF 2,414 SF 4 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16' UNLESS NOTED OTHERWISE 4,323 SF 2,321 SF 6,644 SF 5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 ,WIDTH AS SHOWN ON PLANS_ 8,175 SF 5,516 SF 13,691 SF 6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. NO. 1006 2 EA 6 EA 8 EA 7 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 6 EA 5 EA 11 EA 8 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 1 EA 1 EA 2 EA 9 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 3 EA 3 EA 6 EA 10 INSTALL STREET LIGHT PER CITY OF FONTANA DWG. NO. 3094 (TO BE INSTALLED BY TR. 16167 & TR. 16167-1) 7EA 6 EA 13 EA 12 SAW -CUT & REMOVE EXISTING A.C. PAVEMENT (SEE DETAIL "A" ON SHEET NO. 5 FOR INTERSECTION TREATMENT AND SECTION "A -A" ON SHT. NO. 6 FOR TREATMENT AT BUS BAY) 92 SF 144 SF 236 SF V1413 ONSTRUCT CATCH BASIN PER STORM DRAIN PLAN, CITY DWG. NO. 3093 3 EA 0 EA 3 EA CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. NO. 313-1, AS SHOWN ON SHEET 8 (CASE AS SHOWN ON PLAN) 3 EA 0 EA 3 EA 16 REMOVE AND RELOCATE STREET LIGHT PER STREET LIGHT PLAN DWG NO. 3094 1 EA 1 EA 2 EA 17 SAW -CUT & REMOVE EXISTING CURB AND GUTTER (SEE DETAIL "A",SECTION "B" -"B" ON SHEET NO. 5) 92 LF 92 LF 184 LF N20E SAW-CUT & REMOVE EXISTING SIDEWALK 368 SF 721 SF 1089 SF CONSTRUCT PCC CURB (ONLY) 8" CF TO 6" CF PER CITY STD. DWG. NO. 1003 89 LF 144 LF 233 LF CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE g2 SF 144 SF 236 SF (SEE GENERAL NOTES 31 & 32) 22 GRIND AND REMOVE EXISTING A.C. PAVEMENT AND OVERLAY WITH NEW SEAL COAT PER 460 SF 712 SF 1172 SF SECTION "A -A" ON SHEET NO. 6 AND/OR SECTION "B -B" ON SHT. NO. 5 AS APPLICABLE _ 24 RECONSTRUCT BUS BAY PER CITY STD. DWG. NO 1014 (SEE CONCRETE PAVEMENT JOINT DETAIL ON SHEET NO. 6) - SF 300 SF 300 SF 25 REMOVE BUS BAY GUTTER PER LIMITS SHOWN ON PLAN - LF 300 LF 300 LF Prepared By: ESS'0 CITY OF FONTANA, CALIFORNIA ALLARD ENGINEERING QR°F "A Civil Engineering - Land Surveying - Iand Planning 1P STREET IMPROVEMENT PLANS 6253 Sierra Avenue m Drawn By: TRACT NO. 16167 Scale: Fontana, California 92335 i,r No. 43976 m WF AS SHOWN 9 ) 5s-1 15 Fax (909) 356-1795 � Exp. 6/30/05 TRACT NO. 16167-1 * * Designed By: Date: Z-7-03 .1 CiV i` .P sF T TLE SHEET- FEB. 2003 David S. Hammer, A.C. 43976 DATE OF CALF F Ch ked B �p �� Dwg. No. 1 (expires 6/30/2005) SH Approved: 60CITY ENGINEER R.C.E. 51152 3 8 File: L:\DWG\13402\Streets\16167\Sht-1.DWG LEGEND Ak EXISTING FIRE HYDRANT LOC LENGTH ON CURVE EXISTING STREET LIGHT CB CATCH BASIN Ak FIRE HYDRANT HP HIGH POINT PROPOSED STREET LIGHT O CURVE DATA REFERENCE LETTER EA EACH 10 CONSTRUCTION NOTE REFERENCE NUMBER SF SQUARE FEET LP LOW POINT LF LINEAL FEET ( ) EXISTING ELEVATION/EXISTING GRADE - - - CENTER LINE TAN TANGENT GRADE TRACT BOUNDARY PI POINT OF INTERSECTION MATCHLINE PRC POINT OF REVERSE CURVATURE -SD- STORM DRAIN MOC MIDDLE OF CURVE W WATER MAIN BCR BEGIN CURB RETURN S SEWER MAIN ECR END CURB RETURN ® AC PAVEMENT REMOVAL BC BEGIN CURVE R/W RIGHT OF WAY EC END CURVE PUE PUBLIC UTILITY EASEMENT BVC BEGIN VERTICAL CURVE GB GRADE BREAK EVC END VERTICAL CURVE TC TOP OF CURB MOVC MIDDLE OF VERTICAL CURVE FS FINISHED SURFACE PCVC POINT OF COMPOUND VERTICAL CURVATURE FG FINISHED GRADE PRVC POINT OF REVERSE VERTICAL CURVATURE INV INVERT G1 GRADE IN G2 GRADE OUT ® SIDEWALK REMOVAL 11 1 PROPOSED A.C. PAVEMENT CONSTRUCTION NOTES ESTIMATE OF QUANTITIES TR 16167-1 TR 16167 TOTAL la -CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32) 38,184 SF 27,291 SF 65,475 SF 2 CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 2,111 LF 888 LF 2,999 LF 3 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8' - 874 SF 1,540 SF 2,414 SF 4 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16' UNLESS NOTED OTHERWISE 4,323 SF 2,321 SF 6,644 SF 5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 ,WIDTH AS SHOWN ON PLANS_ 8,175 SF 5,516 SF 13,691 SF 6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. NO. 1006 2 EA 6 EA 8 EA 7 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 6 EA 5 EA 11 EA 8 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 1 EA 1 EA 2 EA 9 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 3 EA 3 EA 6 EA 10 INSTALL STREET LIGHT PER CITY OF FONTANA DWG. NO. 3094 (TO BE INSTALLED BY TR. 16167 & TR. 16167-1) 7EA 6 EA 13 EA 12 SAW -CUT & REMOVE EXISTING A.C. PAVEMENT (SEE DETAIL "A" ON SHEET NO. 5 FOR INTERSECTION TREATMENT AND SECTION "A -A" ON SHT. NO. 6 FOR TREATMENT AT BUS BAY) 92 SF 144 SF 236 SF V1413 ONSTRUCT CATCH BASIN PER STORM DRAIN PLAN, CITY DWG. NO. 3093 3 EA 0 EA 3 EA CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. NO. 313-1, AS SHOWN ON SHEET 8 (CASE AS SHOWN ON PLAN) 3 EA 0 EA 3 EA 16 REMOVE AND RELOCATE STREET LIGHT PER STREET LIGHT PLAN DWG NO. 3094 1 EA 1 EA 2 EA 17 SAW -CUT & REMOVE EXISTING CURB AND GUTTER (SEE DETAIL "A",SECTION "B" -"B" ON SHEET NO. 5) 92 LF 92 LF 184 LF N20E SAW-CUT & REMOVE EXISTING SIDEWALK 368 SF 721 SF 1089 SF CONSTRUCT PCC CURB (ONLY) 8" CF TO 6" CF PER CITY STD. DWG. NO. 1003 89 LF 144 LF 233 LF CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE g2 SF 144 SF 236 SF (SEE GENERAL NOTES 31 & 32) 22 GRIND AND REMOVE EXISTING A.C. PAVEMENT AND OVERLAY WITH NEW SEAL COAT PER 460 SF 712 SF 1172 SF SECTION "A -A" ON SHEET NO. 6 AND/OR SECTION "B -B" ON SHT. NO. 5 AS APPLICABLE _ 24 RECONSTRUCT BUS BAY PER CITY STD. DWG. NO 1014 (SEE CONCRETE PAVEMENT JOINT DETAIL ON SHEET NO. 6) - SF 300 SF 300 SF 25 REMOVE BUS BAY GUTTER PER LIMITS SHOWN ON PLAN - LF 300 LF 300 LF Prepared By: ESS'0 CITY OF FONTANA, CALIFORNIA ALLARD ENGINEERING QR°F "A Civil Engineering - Land Surveying - Iand Planning 1P STREET IMPROVEMENT PLANS 6253 Sierra Avenue m Drawn By: TRACT NO. 16167 Scale: Fontana, California 92335 i,r No. 43976 m WF AS SHOWN 9 ) 5s-1 15 Fax (909) 356-1795 � Exp. 6/30/05 TRACT NO. 16167-1 * * Designed By: Date: Z-7-03 .1 CiV i` .P sF T TLE SHEET- FEB. 2003 David S. Hammer, A.C. 43976 DATE OF CALF F Ch ked B �p �� Dwg. No. 1 (expires 6/30/2005) SH Approved: 60CITY ENGINEER R.C.E. 51152 3 8 File: L:\DWG\13402\Streets\16167\Sht-1.DWG