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Home My WebLink About1688-1HIGHLAND CITY OF 15oe 101 TR.13136 RANCHO w TOTAL 50' 4719 CUCAMONGA=) 7963 O2 CITY OF 102 5984 D FONTANA a �p� CONST. CONC. SIDEWALK 5' 6.5' S' SOUTHERN �� PA IC Li SF I P.U.E. P.U.E. I •`�' " Q �' 0.07' EMERGENCIES: (800) 427-2200 I I E LINE AVENUE 0.251 3141 w COMCAST CABLE LANDSCAPING SOUTH G CONST. WHEEL CHAIR RAMP 3 4C2.51% 1 HERITAGE F 2.51 15 2�- -� 8O CONST. SIDEWALK DRAIN DETAIL SHT. NO.9 200 14 1 LF 9O a 3 i MILL AVENUE 0 z z LF 7O CONST. 6" TO 8" CURB TRANSITION Q 24 LOCATION 285 w � FONTANA, CA. 92335 FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. FOOTHILL Z (714) 666-5467 BOULEVARD mQ --� SINGLE 5,800 HPS STREET LIGHTHYDIZAAM LOMPOStTc Uf ILITY STREET LIC -414 t FICIEZ I LEGEND C TRACT BOUNDARY SEE SHEET Mi REMINGTON COURT COUNTY OF SAN I BERNARDINO VICINITY MAP N.T.S. �v - so wo TR. 13136-1 LAURAMORE COURT °°°° C^l��%� TR. 13136-1 LARKIN COURT TR. 13136-1 ti•�_r,��r�\y.�� !I 1 K110111403.1vol� �� RMINESff,, 00, MI N 0 It PRIVATE ENGINEER'S NOTICE TO CONTRACTOR " THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF AND CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD LIABILITY ARISING FROM THE SOLE THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITIES, EXCEPTING FOR NEGLIGENCE OF THE OWNER OR THE ENGINEER. 2 VILLAGE OF HERITAGE STREET IMPROVEMENT PLANS F//OR TRACT 13136'& TRACT 13136-1 EAST HERITAGE VILLAGE IN THE CITY OF FONTANA 29. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 30. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS, WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPL ACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. COUNTY OF SAN BERNAR INO Q. �r CONSTRUCTION NOTES & QUANTITIES: DESCRIPTION CITY OF FONTANA QUANTITIES STD. DETAIL N0. QUAIL COURT TR. 13136 QUAIL COURT TR. 13136 SANTA LUCIA STREET TR. 13136 TYPICAL SECTION - LEVEL NOT TO SCALE LARKIN COURT, LAURAMORE COURT, QUAIL COURT, REMINGTON COURT AND SANTA LUCIA STREET. 1 O1 CONST. 6" CURB & GUTTER 101 TR.13136 TR.13136-1 TOTAL 50' 4719 3244 7963 O2 CONST. RESIDENTIAL DRIVEWAY W=16' 102 5984 4840 10824 SF O3 CONST. CONC. SIDEWALK 5' 6.5' S' P.U.E.I EI/EL L/NE 0.5' SF I P.U.E. P.U.E. I •`�' " 0.07' W f �' 0.07' EMERGENCIES: (800) 427-2200 I I F 0.251' 0.251 3141 WATER COMCAST CABLE LANDSCAPING F G CONST. WHEEL CHAIR RAMP 3 4C2.51% o 0 4 2.51 15 6 2�- -� 8O CONST. SIDEWALK DRAIN DETAIL SHT. NO.9 200 14 1 LF 9O 1 3 i TYPICAL SECTION - LEVEL NOT TO SCALE LARKIN COURT, LAURAMORE COURT, QUAIL COURT, REMINGTON COURT AND SANTA LUCIA STREET. 1 O1 CONST. 6" CURB & GUTTER 101 TR.13136 TR.13136-1 TOTAL LF 4719 3244 7963 O2 CONST. RESIDENTIAL DRIVEWAY W=16' 102 5984 4840 10824 SF O3 CONST. CONC. SIDEWALK 125 15040 8136 23176 SF " PIPELINES: (213) 657-1233 EMERGENCIES: (800) 427-2200 F CABLE CO. 2 WATER COMCAST CABLE LANDSCAPING F G CONST. WHEEL CHAIR RAMP 104A 6 0 6 EA 8O CONST. SIDEWALK DRAIN DETAIL SHT. NO.9 200 14 214 LF 9O CONST. 6" CURB 101 186 0 186 LF 7O CONST. 6" TO 8" CURB TRANSITION DETAIL SHT. NO.9 24 261 285 LF ANA 92 0 ANAHEIM, CA. 92807 FONTANA, CA. 92335 FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. �. (714) 666-5467 (909) 350-6632 --� SINGLE 5,800 HPS STREET LIGHTHYDIZAAM LOMPOStTc Uf ILITY STREET LIC -414 t FICIEZ CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM x`16 EA UNDETERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY, ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING O4 CONST. 4" A.C. OVER 12" COMPACTED NATIVE 125 86486 57470 143956 SF O5 CONST. 8' CROSS GUTTER 105 1449 0 1449 SF 1 UTILITY PURVEYORS: ELECTRIC GAS SOUTHERN CALIFORNIA EDISON CO. SOUTHERN CALIFORNIA GAS CO. NOS. 300 N. PEPPER AVE. 1981 LUGONIA AVE. DRIVEWAYS ARE TO BE LOCATED BEFORE CONSTRUCTION. RIALTO, CA. 92376 REDLANDS, CA 92374 UNDERGROUND: (909) 820-5598 (909) 335-7744 TRANSMISSIONS: (909) 875-5100 PIPELINES: (213) 657-1233 EMERGENCIES: (800) 427-2200 DISTRIBUTION: (909) 357-6233 CABLE CO. 2 WATER COMCAST CABLE LANDSCAPING CUCAMONGA COUNTY WATER DISTRICT 10440 ASHFORD STREET 1205 DUPONT AVE. ONTARIO, CA. 91761 STREET TREES AND LANDSCAPING WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PER RANCHO CUCAMONGA, CA. 91729 (909) 390-4738 FONTANA WEST END SPECIFIC PLAN AND LANDSCAPE ARCHITECT'S PLAN. CA (909) 483-7440 RpFESS� TELEPHONE SEWER PAVING NOTE ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED' BY SOIL TEST AND PACIFIC BELL CITY OF FONTANA RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EQUIVALENTS AND, �I�� STREET E. CCA. 8353 SIERRA AVE. STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF coal, , ANA 92 0 ANAHEIM, CA. 92807 FONTANA, CA. 92335 FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. �. (714) 666-5467 (909) 350-6632 ATTN: CARLOS NAVARRO CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDETERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY, ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING EMPROVEMENTS. PAVING SECTIONS SHOWN ARE MINIMUM AD SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. - 18' 18' 12' 10' 8' 5' 0.5' I P.U.E. 0.251J. 0.251 ' EV,EL Z/NE 07 0.07 1 MAX- 201, AX- 29' o -- _2= 2�� t_ � 3 4 1 SAND DOLLAR STREET NOT TO SCALE A BENCH MARK FWE 1 USCGS STAION "PACEL" 1963 90'+ RECORD DRAWING ne information on this drawing is obblined f w ohn and must be verified in. the field by anyone prior to use w construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. All aboveground facilities can be readily seen.and verified by tht aft Ut intt4use Sm Underground Service Alert �eEFO�E YpG Call: TOLL FREE `P 1-800 � 227-2600 TWO WORKING DAYS BEFORE YOU DIG GENERAL NOTES 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 LATEST EDITION). 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ' ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. CALL (909) 350-7610 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATIONS AND WATER REQUIREMENTS. 4. CURVE DATA REFERS TO THE FACE OF CURB. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 8. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-422-4133. 9. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 10. ALL VALVE BOXES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISH GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY 1 ENGINEER. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 15. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO PLACING ASPHALT. 16. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 19. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEANS. 20. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 21. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY ENGINEER. 22. ADEQUATE 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 CONTROL STAKING DURING CONSTRUCTION. < 23. 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 GUNITE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR < STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 25. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO < REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, DURING EXCAVATION AND GRADING. 27. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS, OR NOT. 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES ELY. OF RAILROAD TRACTS AND 28'+ SLY. CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO OF CL BASE LINE, 1.1 MI. ELY OF EAST BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING AVENUE, SAME AS CITY B.M. #364 CONSTRUCTION. CAUTION: -THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE ELEVATION 1301.54' FOR, -OR. LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES MUST BE IN. WRITING AND MUST BE APPROVED BY THE PREPARER OF F THESE .LANS. AND AS APPROVED BY THE CITY ENGINEER. CITY OF FCALIFORNIA 2 PUBLIC WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS SCALE: • R. W. 230 N. GOLDEN CIRCLE DR.#300 SANTA ANA, CA 92705-4010 714 664-0570 HORIZ.: 1"=40' DESIGNED BY GENERAL NOTES, CONST. NOTES VERT.: 1"=4' RECORD WC1 ��j _ :. �� 03 0 MESA, Z CIVIL ENGINEERING LAND PLANNING LAND SURVEYING MM CIVIL DATE: l i REVISE CONSTRUCTION NOTES, GENERAL NOTES, I -I CHECKED BY UTILITY NOTES, CROSS SECTIONS, & HALL & FOREMAN ADD SS PREPARED UN ER HE SUPERVISION OF: JCH TRACTS 13136 & 13136-1 1/3/94 REVISE SHEETS 2.4.5.6 AS PER L/P/D DWGS. 11-1-91 �4 G JOB NO. 3 DR. NO. SHT. NO. I 3 'chi G N0. REVISIONS APPROVAL DATE CITY APPROVAL DATE R.C.E. " - DATE: 3825.136 APPROVED CITY ENGINEER R.C.E. 25126 1 OF 7 c� 0 U) 0 0 NI 0 i V) 0 Q z i 0 z Of w w z z w 0 0 1D