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HomeMy WebLinkAbout3687-1N Q) 0 N C 0 3 0 0 0 n D G a s N I n i 0 0 n n LO i m i yj w o' z z z w LLJ 0 o' i Ln n Ln GENERAL NOTES FOR STREET IMPROVEMENTS: 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. TRACT 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 TRACT BOUNDARY RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES REMAINDER DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECT 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 (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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. po 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARK 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 CI'IY 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-ERODEABLES 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 LATER. 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. AC 30, APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. C.L. 31, PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY EX. ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. FF 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL FG BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON FS FH COMPLETION OF ROUGH GRADING. FL 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. G 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, HP AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. INV 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY LD THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. LF 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ,ENGINEER OF RECORD, WHO SHALL MAX PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER, MH ENGINEER'S NOTICE TO CONTRACTOR: 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS, 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL AND E.P.A. GUIDELINES TO MINIMIZE HEALTH HAZARDS. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. U REV 2 DIG ALERT o DIAL TOLL FREE z 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REVISION DESCRIPTION Y�E�-vp 1.>^t I rK-AS DATE ENGR. CITY DATE 71 Se MIN PL PA R/W S= SO SWR SS TC TF TG TW TYP W WM WV NO•16318 F1 STON El D LOT „B„ .4 Or 10 11-1,', 8 Al 12 ♦ S 14 17 7 18 10 4 19 4 J � 2� f r ✓ 1 �1 L IN ■ \� IN ■■N COMMUNITIES - - - LOt 11C,l / ■ ■ \ LOT "D"EAST _ AVEN Ut ".OT „D„ SHEET 5 --jr AIIIIIIIIIIIIIIII' AV INDEX MAP ASPHALT CONCRETE CENTERLINE EXISTING FINISHED FLOOR FINISHED GRADE FINISHED SURFACE FIRE HYDRANT FLOW LINE GAS GRADE BREAK HIGH POINT INVERT ELEVATION LOCAL DEPRESSION LINEAL FEET MAXIMUM MANHOLE MINIMUM PROPERTY LINE PLANTED AREA RIGHT OF WAY SLOPE OF PIPE STORM DRAIN SEWER SANITARY SEWER TOP OF CURB TOP OF FOOTING TOP OF GRATE TOP OF WALL TYPICAL WATER WATER METER WATER VALVE SCALE: 1"=100' LEGEND AND ABBREVIATIONS: SOILS ENGINEER PACIFIC SOILS ENGINEERING, INC. 10653 PROGRESS WAY P.O. BOX 2249 CYPRESS, CALIFORNIA 90630 TEL.: (714) 220-0770 Q FAX: (714) 220-9589 CONTACT: PAUL J. ERNST SHOULD CONTSTRUCTION OF 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 COMFORMANCE WITH CONDITIONS AND STANDARDS IN AFFECT EXISTING STORM DRAIN EXISTING WATER PIPELINE EXISTING SEWER LINE EXISTING GAS LINE EXISTING ELECTRICAL CONDUIT EXISTING TELEPHONE CONDUIT EXISTING MANHOLE (SMH, SDMH or EMH) EXISTING FIRE HYDRANT EXISTING VALVE EXISTING STREET LIGHT EXISTING CONTOUR PROPOSED SEWER LATERAL PROPOSED SEWER CLEANOUT PROPOSED GREASE INTERCEPTOR PROPOSED BACKFLOW PREVENTION DEVICE PROPOSED FIRE DEPT. CONNECTION PROPOSED SEWER LINE PROPOSED SEWER MANHOLE PROPOSED WATER PIPELINE FIRE HYDRANT ASSEMBLY GATE VALVE CITY OF FONTANA UTILITY LIST CITY OF FONTANA PACIFIC BELL CO. -. AIR & VACUUM RELEASE VALVE 1 --� PROPOSED WATER LATERAL (909) 350-6632 BLOW -OFF VALVE SO. CAL. GAS COMPANY PROPOSED VALVE 1981 W. LUGONIA AVENUE PROPOSED TEE - PROPOSED STORM DRAIN © PROPOSED THRUST BLOCK © PROP. IRRIG. BACKFLOW PREVENTION DEVICE © PROPOSED WATER METER -� PROPOSED CAP --- PROPOSED STREET LIGHT _1145 PROPOSED CONTOUR - - - - TRACT BOUNDARY 0 PROPOSED STORM DRAIN CURB INLET 01 PROPOSED STORM DRAIN GRATED INLET y 2:1 SLOPES � RETAINING WALL C 10440 ASHFORD STREET F ® CUT/FILL LINE 8 BENCHMARK CITY OF FONTANA UTILITY LIST CITY OF FONTANA PACIFIC BELL CO. 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CAL. GAS COMPANY UNDERGROUND SERVICE ALERT 1981 W. LUGONIA AVENUE (800) 227-2600 REDLANDS, CA 92374 z Li Q (909) 335- 7547 COMCAST (CABLE TV) EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. CENTER TOP OF EAST WINGWALL FOR BRIDGE ONTARIO, CA 91761 SO, CAL. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE IRVINE, RIALTO, CA 92376 GENERAL TELEPHONE COMPANY 820-5598 - UNDERGROUND 1400 E. PHILLIPS BLVD. 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 1909 909 637-1233 - PIPELINES (800) 227-2600 909 357-622.3 - DISTIBUTION ELEVATION: 1194.630 4 CUCAMONGA VALLEY WATER DISTRICT � 10440 ASHFORD STREET 22,580 RANCHO CUCAMONGA, CA 91729 8 (909) 987-2591 PREPARED FOR: CONSTRUCTION NOTES BENCH MARK: NO. DESCRIPTION AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET FIELDSTONE COMMUNITIES' INC. NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF > co z Li Q EAST AVE., SET DRIVE PIN W/C.S. TAG IN APPROX. 2 ADA, SUITE 200 CENTER TOP OF EAST WINGWALL FOR BRIDGE LF 3 X54-379 OVER ETIWANDA FLOOD CHANNEL. IRVINE, CA 92618 CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD DWG. NO. 1005 HIGHLAND (949) 790-5400 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. DWG. NO. 104 (MODIFIED W=10') 1,245 SF Q' w ELEVATION: 1194.630 4 VICINITY MAP CONSTRUCTION NOTES Ra E s s o 10390 Commerce Center Ur., Ste. 200 o pL N& Rancho ucamonga, California 91730 NO. DESCRIPTION QUANTITY UNIT z2NUE CONSTRUCT 4.0" MIN. A.C. OVER 12" MIN. NATIVE (95% COMPACTED) PER CITY OF FONTANA STD. 43,815 SF > co z Li Q ¢ DESIGNED BY: JC 2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. DWG. NO. 1003 2,400 LF 3 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. DWG. NO, 1003 1,450 LF 4 CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD DWG. NO. 1005 HIGHLAND SF 5 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. DWG. NO. 104 (MODIFIED W=10') 1,245 SF Q' w CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. DWG, NO. 1006 4 EA � ZS. 22,580 SF 8 CONSTRUCT 4' (MODIFIED) PARKWAY DRAIN PER CITY OF FONTANA STD. DWG. NO. 124 480 SF 9 SAWCUT & REMOVE EXIST. A.C. PAVEMENT PER DETAIL "B" ON SHEET 3 10,860 SF 10 CONSTRUCT 6.5" MIN. A.C. OVER 12.0" MIN. NATIVE (95% COMPACTED) PER CITY OF FONTANA STD. 36,532 OF DWG. NO. 1000 & SOILS ENGINEERS RECOMMENDATIONS 11 REMOVE AND / OR RELOCATE POWER POLE PER SOUTHERN CALIFORNIA EDISON DIRECTION 9 EA 12 PACIFIC RAILROADBA EA 13 INSTALL STREET NAME SIGN PER CITY OF FONTANA STD. DWG. NO. 139 3 EA 14 INSTALL STOP SIGN (R1) PER CITY OF FONTANA STD. DWG. NO. 139 ELINE VENUE 15 PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR PER CALTRANS STD. DWG. NO. A24D LINE AVENUE EA CITY OF GRIND EXIST. AND OVERLAY MIN. 0.1' AC PAVING PER DETAIL "B" ON SHEET 3 7,218 SF' 17 RANCHO 126 LF 18 INSTALL STREET LIGHT PER SEPARATE STREET LIGHT PLAN CUCAMONGA EA Q S 1 MI LER AVENU FOOTHILL BOULEVARD COUNTY OF SAN BERNARDINO IRRCW H GHW Y VICINITY MAP NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. R/W C/L R/W I50454' 5' 7' 18'/20' PUE 5.5' I I I 6" CONC. 6" CONC. _J CURB & GUTTER CURB & GUTTER CONC. SIDEWALK 12" MIN. OF 95% CONC. SIDEWALK COMPACTED SUBGRADE 18'/20' 50' R/W - A= 0.03' 4" MIN. 54' R/W - A=-0.01' A.C. LEVEL LINE Q 54` R/W MARSHALL CT. & HEMINGWAY CT. T, 1. =5.5 NTS C/L CITY OF CITY OF RANCHO FONTANA CUCAMONGA 8 ' I EDGE OF PAVEMENT 44' 30' EXIST. R/W 32' 30' MAX 25.5' MAX. 11' MIN. 1' MIN. 5' OVERLAY 6.5" MIN. VAR_ _- 2% A.C. EXIST. $" CONC. DIKE SEE DETAIL "B" CURB & GUTTER BASIS OF BEARINGS BASIS OF BEARINGS: CENTERLINE OF EAST AVE. BETWEEN FOOTHILL BLVd. AND MILLER AVE. BEARING BEING N00°11'30"E PER MB 201/98-99 & MB 189/63-64. ON SHEET 3 12" MIN. OF 95% COMPACTED SUBGRADE EAST AVENUE T.I.=9.0 NTS 7' 5.5' PROP. PROP. R/W P/L 2" MAX 10' LANDSCAPE LETTERED LOT 12' _� �Q��4,� PROP. PAD n I0 5.5' 6' I V 2% CONC. SIDEWALK PROP. PERIMETER WALL SHEET INDEX: TITLE SHEET SHT. 1 MARSHALL COURT IMP. PLAN SHT. 2 HEMINGWAY COURT IMP. PLAN SHT. 3 EAST AVE. IMPROVEMENT PLAN SHT. 4 EAST AVE. IMPROVEMENT PLAN SHT. 5 PREPARED BY: CONSTRUCTION NOTES Ra E s s o 10390 Commerce Center Ur., Ste. 200 o pL N& Rancho ucamonga, California 91730 NO. DESCRIPTION QUANTITY UNIT 1 CONSTRUCT 4.0" MIN. A.C. OVER 12" MIN. NATIVE (95% COMPACTED) PER CITY OF FONTANA STD. 43,815 SF DWG. NO. 1000 & PER SOILS ENGINEER'S RECOMMENDATIONS DESIGNED BY: JC 2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. DWG. NO. 1003 2,400 LF 3 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. DWG. NO, 1003 1,450 LF 4 CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD DWG. NO. 1005 4,012 SF 5 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. DWG. NO. 104 (MODIFIED W=10') 1,245 SF 6 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. DWG, NO. 1006 4 EA 7 CONSTRUCT 4" THICK SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1015 (W=PER PLAN) 22,580 SF 8 CONSTRUCT 4' (MODIFIED) PARKWAY DRAIN PER CITY OF FONTANA STD. DWG. NO. 124 480 SF 9 SAWCUT & REMOVE EXIST. A.C. PAVEMENT PER DETAIL "B" ON SHEET 3 10,860 SF 10 CONSTRUCT 6.5" MIN. A.C. OVER 12.0" MIN. NATIVE (95% COMPACTED) PER CITY OF FONTANA STD. 36,532 OF DWG. NO. 1000 & SOILS ENGINEERS RECOMMENDATIONS 11 REMOVE AND / OR RELOCATE POWER POLE PER SOUTHERN CALIFORNIA EDISON DIRECTION 9 EA 12 ADJUST MANHOLE TO GRADE PER CITY OF FONTANA STD. DWG. NO. 109 3 EA 13 INSTALL STREET NAME SIGN PER CITY OF FONTANA STD. DWG. NO. 139 3 EA 14 INSTALL STOP SIGN (R1) PER CITY OF FONTANA STD. DWG. NO. 139 2 EA 15 PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR PER CALTRANS STD. DWG. NO. A24D 2 EA 16 GRIND EXIST. AND OVERLAY MIN. 0.1' AC PAVING PER DETAIL "B" ON SHEET 3 7,218 SF' 17 INSTALL 4" & 6" SLEEVES FOR LANDSCAPE WATER AND POWER 126 LF 18 INSTALL STREET LIGHT PER SEPARATE STREET LIGHT PLAN 16 EA 19 CONSTRUCT LOCAL DEPRESSION PER APWA STD DWG NO. 313-1 (CASE B) 1 EA NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. R/W C/L R/W I50454' 5' 7' 18'/20' PUE 5.5' I I I 6" CONC. 6" CONC. _J CURB & GUTTER CURB & GUTTER CONC. SIDEWALK 12" MIN. OF 95% CONC. SIDEWALK COMPACTED SUBGRADE 18'/20' 50' R/W - A= 0.03' 4" MIN. 54' R/W - A=-0.01' A.C. LEVEL LINE Q 54` R/W MARSHALL CT. & HEMINGWAY CT. T, 1. =5.5 NTS C/L CITY OF CITY OF RANCHO FONTANA CUCAMONGA 8 ' I EDGE OF PAVEMENT 44' 30' EXIST. R/W 32' 30' MAX 25.5' MAX. 11' MIN. 1' MIN. 5' OVERLAY 6.5" MIN. VAR_ _- 2% A.C. EXIST. $" CONC. DIKE SEE DETAIL "B" CURB & GUTTER BASIS OF BEARINGS BASIS OF BEARINGS: CENTERLINE OF EAST AVE. BETWEEN FOOTHILL BLVd. AND MILLER AVE. BEARING BEING N00°11'30"E PER MB 201/98-99 & MB 189/63-64. ON SHEET 3 12" MIN. OF 95% COMPACTED SUBGRADE EAST AVENUE T.I.=9.0 NTS 7' 5.5' PROP. PROP. R/W P/L 2" MAX 10' LANDSCAPE LETTERED LOT 12' _� �Q��4,� PROP. PAD n I0 5.5' 6' I V 2% CONC. SIDEWALK PROP. PERIMETER WALL SHEET INDEX: TITLE SHEET SHT. 1 MARSHALL COURT IMP. PLAN SHT. 2 HEMINGWAY COURT IMP. PLAN SHT. 3 EAST AVE. IMPROVEMENT PLAN SHT. 4 EAST AVE. IMPROVEMENT PLAN SHT. 5 PREPARED BY: CITY OF FONTANA Ra E s s o 10390 Commerce Center Ur., Ste. 200 o pL N& Rancho ucamonga, California 91730 STREET IMPROVEMENT PLANS ' <vv ��F<� �y Phone (909) 581-0876 DRAWN BY: Sc TRACT NO. 16318 SCALE: FAX (909) 581-0696 No. c oa�2ss m ( Civil Engineers Land Surveyors a Exp. 12/31/05 Job Number: 655.0101 C TITL.E�S EET DESIGNED BY: JC DATE: 12/02/04 * * P /z STgT£ CHECKED BY: APP VED Y: ~ DWG NO. 1 OF OF CA4j4STEVE L. ELLIS DATE -.1 LJ 3687 5 CITY ENGINEER R �.E 51�