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Home My WebLink About2696-1AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE 20. CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF UTILITY PURVEYORS: ' -CITY OF FONTANA GENERAL NOTES PRIVATE ENGINEERS NOTICE TO CONTRACTORS THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY FOR LOCATION BEFORE EXCAVATION AT 800-422-4133. QUANTITY - STREET IMPROVEMENT PLANS 1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 9. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED SIX INCHES m RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 1 STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ALL MATERIALS AND METHODS #ARE SUBJECT THE THE APPROVAL OF THE CITY FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST EDITION). AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE COMPLETION OF PAVING, • CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE 2. CONSTRUCTION PERMITS SHALL OBTAINED FROM THE CITY OF FONTANA ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, 129. Q ,BE ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION COORDINATION IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, CUCAMO SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE COMPANIES INCLUDING, BUT -NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, WORK WITHIN THE CITY LIMITS. CALL (909) 350-7610 AGENCY OR THE ENGINEER. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN VALVES. 2. THE ENGINEER PREPARING THESE PLANS WILL NOT BE 13. AS BUILT DRAWINGS SHALL BE#PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF CONTRACTOR SHALL COORDINATE .WITH THE APPROPRIATE WATER COMPANY FOR RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD. DETAIL 121. VALVE OPERATIONS AND WATER REQUIREMENTS. THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND 4. CURVE DATA REFERS TO THE FACE OF CURB. MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. UNDERGROUND UTILITIES & STRUCTURES 6. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR - BY THE CITY ENGINEER. i STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF 4 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE CARE SHOULD BE TAKEN ,TO PREVENT GRADES, DITCHES, AND SWALES FROM AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 7. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED PRIOR TO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE INSPECTOR. PAVING OF STREETS. CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO - ' I PROTECT THE UTILITIES SHOWN AND IS RESPONSIBLE FOR 8. THE LOCATIONS `OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM ANY DAMAGE TO THESE LINES OR STRUCTURES. AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE 20. CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF UTILITY PURVEYORS: ' ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID DAMAGE 1111iiii THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY _ PAVEMENT LOCATION BEFORE EXCAVATION AT 800-422-4133. QUANTITY Q 9. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED SIX INCHES m BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING 4" MIN. A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING CONTRACTOR UPON COMPLETION , OF PAVING. ELECTRIC 1 6 10. ALL VALVE BOXES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISH ALL MATERIALS AND METHODS #ARE SUBJECT THE THE APPROVAL OF THE CITY GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON } o COMPLETION OF PAVING, s PA' ENGINEER. - E 11. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. CITY OF 129. Q RANCHO RIALTO, CA. 92376 CUCAMO 12. THE' CONTRACTORS) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 22. COMPANIES INCLUDING, BUT -NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, UNDERGROUND: (909) 357-6233 LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC 6 WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL. CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR 13. AS BUILT DRAWINGS SHALL BE#PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF 3 RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD. DETAIL 121. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED PIPELINES: (213) 657-1233 AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA 8 STANDARD DETAILS. STAKING DURING CONSTRUCTION. 15. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO - PLACING ASPHALT. CONST. 6.5" A.C. OVER COMPACTED NATIVE SOIL. 16. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH TO - ALL ADJOINING CURBS AND SIDEWALKS.. 10 4 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE CARE SHOULD BE TAKEN ,TO PREVENT GRADES, DITCHES, AND SWALES FROM BEEN PLACED, INSPECTED AND 'APPROVED. - 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S REMOVE EXISTING 8" CURB & GUTTER. 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 ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED 8353 SIERRA AVE. BY WATERING OR OTHER APPROVED MEANS REMOVE EXISTING 6" CURB ONLY. z I HIGHLAND isy CITY 0 FONTANA BASE UNE AVENUE SI TE � 5 oo FOOTHILL AVENUE COUNTY OF SAN BERNARDINO VICINITY MAP N.T.S. 4kt i7 U a-14 SEE SHEET NO. SEE SHEET NO. 3 .l e?lk OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. 28. THE CONTRACTOR SHALL gE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION. 29. IT SHALL BE THE RESPONSIBILITY " OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC NOTE: MEDIAN CONSTRUCTION CANNOT OCCUR UNTIL CONCURRENT CONSTRUCTION OF TRAFFIC SIGNALS IS COMPLETE. 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 REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. - ®RECURD DRAWING The information on this drawing is obtained from others anc' • must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for _- l -ground facility locations or depictions. All above group -c' lies can be readily seen and verified by the parties th- ..4 f.1►teln earno% Underground Service Alert �`• eEF Doe y� 4P Gay Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG R/W ' I 6.5' FOR TRACT 15949, -1 & -2 20. THE SOILS ENGINEER SHALL' CERTIFY ALL BACKFILL COMPACTION AT INTERVALS UTILITY PURVEYORS: ' - 1111iiii REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL _ PAVEMENT _ QUANTITY REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY 15949-1 15949-2 OCONST. 4" MIN. A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING IS OBTAINED. " ELECTRIC TELEPHONE 2 21. ALL MATERIALS AND METHODS #ARE SUBJECT THE THE APPROVAL OF THE CITY SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL 3 CONST. 4" THICK P.C.C. SIDEWALK (W=4.5') ENGINEER. - 300 N. PEPPER AVE. 4025 LA PALMA AVE. 4 CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 80 RIALTO, CA. 92376 ANAHEIM, CA. 92807 OCONST. 22. ADEQUATE CONTROL STAKES SHALL BE- SET BY THE ENGINEER TO ENABLE THE UNDERGROUND: (909) 357-6233 (714) 237-6146 6 CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR TRANSMISSIONS: (909) 875-5100 3 OCONST. CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD. DETAIL 121. SHALL BE RESPONSIBLE FOR THE. PRESERVATION OF BENCHMARKS AND CONTROL PIPELINES: (213) 657-1233 ATTN: DELTA LERMA 8 CONST. 8" MONOLITHIC CURB WITH 8" THICK CONCRETE SLAB REINFORCED WITH 6"x6" #10 W.W.M. STAKING DURING CONSTRUCTION. DISTRIBUTION: (909) 357-6233 - 9 CONST. 6.5" A.C. OVER COMPACTED NATIVE SOIL. 20,770 - SEWER 10 23. CARE SHOULD BE TAKEN ,TO PREVENT GRADES, DITCHES, AND SWALES FROM fzAa - 11 REMOVE EXISTING 8" CURB & GUTTER. UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY - CITY OF FONTANA - REMOVE EXISTING CONC. SIDEWALK. ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING SOUTHERN CALIFORNIA GAS CO. 8353 SIERRA AVE. 13 REMOVE EXISTING 6" CURB ONLY. IMPROVEMENTS. - 1981 LUGONIA AVE. FONTANA, CA. 92335 14 RELOCATE EXISTING PALM TREES.1 A REDLANDS, CA 92374 (909) 350-6632 15 24. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR (909) 335-7744 ATTN: CARLOS NAVARRO 16 REMOVE EXISTING SIGN PER CITY REQUIREMENTS3 STRUCTURAL STREET SECTION SHALL BE. RECOMMENDED BY A GEOTECHNICAL EMERGENCIES: (800) 427-2200 _ 17 ADJUST EXISTING SEWER MANHOLE TO GRADE. ENGINEERING REPORT AND SUBMITTED TO THE CITY_ OF FONTANA FOR APPROVAL UPON - CABLE CO. 18 REMOVE EXISTING STREET LIGHT BY SCE. COMPLETION OF ROUGH GRADING. _ - 19 25. PAVEMENT STRUCTURAL` SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION WATER COMCAST CABLE 1205 DUPONT AVE. 0 CONST. TRANSITION, CURB ONLY FROM 8" C.F. TO 6" C.F. AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION CUCAMONGA COUNTY WATER DISTRICT ONTARIO, CA. 91761 21 INSTALL "TYPE K-1" MARKER WITH R7 SIGN PER CALTRANS STD. PLAN A73A2 OF ROUGH GRADING. 9641 SAN BERNARDINO ROAD (909) 390-4738 2 REMOVE EXISTING BARRICADE. _ RANCHO CUCAMONGA, CA. 91730 3 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF (909) 483-7440 - CONST. DRIVEWAY APPROACH (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102. DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, 45 44 INSTALL 5800 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'. DURING EXCAVATION AND GRADING. 10 6 6 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 gE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION. 29. IT SHALL BE THE RESPONSIBILITY " OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC NOTE: MEDIAN CONSTRUCTION CANNOT OCCUR UNTIL CONCURRENT CONSTRUCTION OF TRAFFIC SIGNALS IS COMPLETE. 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 REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. - ®RECURD DRAWING The information on this drawing is obtained from others anc' • must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for _- l -ground facility locations or depictions. All above group -c' lies can be readily seen and verified by the parties th- ..4 f.1►teln earno% Underground Service Alert �`• eEF Doe y� 4P Gay Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG R/W ' I 6.5' FOR TRACT 15949, -1 & -2 BASE LINE '26 VARIES FROM 0.93' TO 1.44' C 2% LEVEL LINE_ _ 1111iiii 8 _ PAVEMENT QUANTITY 15949 15949-1 15949-2 OCONST. 4" MIN. A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING 61,450 36,465 46,950 2 CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 3,025 2,040 2,190 3 CONST. 4" THICK P.C.C. SIDEWALK (W=4.5') 20,400 10,850 11,930 4 BASE LINE '26 VARIES FROM 0.93' TO 1.44' C 2% LEVEL LINE_ _ EXISTING- A.C. 8 _ PAVEMENT BASIS OF BEARINGS THE BEARING SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF PARCEL 1 BEING N43'32'00"E PER PARCEL MAP NO. 10520 FILED IN BOOK 121 PAGES 11 THROUGH 14, INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY. INDEX MAP SCALE: 1 "=150' 144' 9' 1 9' VARIES FROM - z 4 0.95' TO 1.31' W vLEVEL LINE _ -- ------VARIES ------ EXISTING A.C.51f PAVEMENT EXISTING SECTION BASE LINE AVENUE N.T.S. BENCH MARK: TOP REINFORCING ROD IN FLOOD CONTROL RETAINING WALL SW COR. BANANA & FOOTHILL #67-5 ELEV. 1214.17 9/67 1 IDELETE LYNC480tf i DECATt)R,SNTI,3,Ss6 Felt NoTEL Sa RB 2101 ITY REVISIONS APPROVAL DATE APPROVAL DATE R/W 6.5' 1 6' 10.5' L eon `F2C2 NO. T R/W I 5' P.U.E.I TYP. -7' - SEE SHEET N0• 2 CONSTRUCTION NOTES & QUANTITIES: ITEM DESCRIPTION QUANTITY 15949 15949-1 15949-2 OCONST. 4" MIN. A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING 61,450 36,465 46,950 2 CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 3,025 2,040 2,190 3 CONST. 4" THICK P.C.C. SIDEWALK (W=4.5') 20,400 10,850 11,930 4 CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 80 - 77 OCONST. CROSS GUTTER WITH #4 BAR 0 12" O.C. BOTH WAYS IN GUTTER PORTION. (SIZE PER PLAN) 3 - _ 6 CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. 12 3 3 OCONST. CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD. DETAIL 121. 4 _ 1 8 CONST. 8" MONOLITHIC CURB WITH 8" THICK CONCRETE SLAB REINFORCED WITH 6"x6" #10 W.W.M. 4,140 - - 9 CONST. 6.5" A.C. OVER COMPACTED NATIVE SOIL. 20,770 - - 10 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. 19,390 - - 11 REMOVE EXISTING 8" CURB & GUTTER. 760 - - 12 REMOVE EXISTING CONC. SIDEWALK. 3,220 - - 13 REMOVE EXISTING 6" CURB ONLY. 2,010 - - 14 RELOCATE EXISTING PALM TREES.1 - _ 15 RELOCATE EXISTING WATER METER BY FWC. 5 _ _ 16 REMOVE EXISTING SIGN PER CITY REQUIREMENTS3 - _ 17 ADJUST EXISTING SEWER MANHOLE TO GRADE. 2 - _ 18 REMOVE EXISTING STREET LIGHT BY SCE. 1 _ - 19 CONST. A.C. OVERLAY. (2" MIN.)1,590 - - 0 CONST. TRANSITION, CURB ONLY FROM 8" C.F. TO 6" C.F. 190 - - 21 INSTALL "TYPE K-1" MARKER WITH R7 SIGN PER CALTRANS STD. PLAN A73A2 - _ 2 REMOVE EXISTING BARRICADE. 2 3 INSTALL BARRICADE (TYPE 3) PER CALTRANS STD. PLAN A73C. 1 - - CONST. DRIVEWAY APPROACH (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102. 37 45 44 INSTALL 5800 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'. 7 10 6 6 CONST. CONC. SIDEWALK PER LANDSCAPE ARCHITECT PLANS 3,300 - - 0 CONST. CITY OF FONTANA MONUMENT SIGt4. CALL SCOTT BANGLE PUBLIC SERVICE (909) 350-6766. 8 CONST. SIDEWALK DRAIN PER CITY OF FONTANA STD. DETAIL 124-A (SIZE PER PLAN) 0 INSTALL 22,000 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'. 4 6"' rN/CM �OQCD drAMPW GONtR Vff +V11W G1r6W /Ox/O YllWM. avess 6cxv,•'PXL7TGdAt 70 E-^'diNLAa 3tA7G^'1 -_ 130 7COAI*ST* P.U.E. BACK OF WALK 5 ' ' 7' 18' 2' 5 50 18' UNIT SF LF SF LF EA EA EA SF SF SF LF SF LF LS EA EA EA EA SF LF EA EA EA EA EA SF EA EA P.U.E. 7' TYP. 1 I 5' 2'1 I LEVEL I Uj LINEUj F.H.. ST. LIGHT, ( ?� _+.06' _�2% 1 zy +.06' �- SIGN, MISC. ------ CURB FACE GUTTER UPS SIDEWALK JOG DETAIL N.T.S. R/W _ 5' - I 54' IP.U.E.I Tom• i 7' 1 20' 1 20' 12'. 5' I 1 LEVEL LINE +.02' 2% 58' 1 50' SECTIONI 0MARYSVILLE PLHATCHER PL LAS PALMAS DRIVE (FROM STA. 15+68.55 TO STA. 19+68.65) R/W 5'P.U.E17' TYP.�5' 2,+.02' r 54' SECTION LEGEND DECATUR WAY EFROM STA. a31Z1.96.6^STA: -x418 nj H.P. HIGH POINT (FROM STA. 10+30.00 TO STA. 16+53.33) T.C. TOP OF CURB ELEVATION LAS PALMAS DR. F.S. FINISHED SURFACE ELEVATION (FROM STA. 13+14.52 TO STA. 15+68.55) F.L. FLOW LINE ELEVATION R/W SHEET MATCH LINE I ---- TRACT BOUNDARY / PROPERTY LINE 5' P.U.EDIRECTION OF FLOW � . ~� 7' TYP. I XXX EXISTING SPOT ELEVATION G.B. GRADE BREAK i I r2% I CO245n-- {c Exp; 1231-9S r} s�glFo CtVll FpP�\P f=n" CTA I DECATURTWAY A n+ r_ A r- 0 F CAt� LAS P AS DRI (FROM STA. 10+89.00 TO STA. 12+28.50) Qp.OFESS/p�, �❑ ❑�Hall & SN Rp L e q� rem Inc.DRAWN BYoFEO y z Civil Engineering - Planning - Surveying • Public Works DESIGNED BY 0 DLB & RLM No. 24573 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777 CHECKED BY * Exp. 12/31/01 * PREPARED UNDER THE SUPERVISION OF: DLB s9 ctviL ��' OFF' CA1.�F�� ,A . _ 9Q JOB N0. RICHARD L. BOWMAN R.C.E. 24573 DATE: 5195 O.C. ON CURB B.C. BEGIN CURVE E.C. END OF CURVE P.R.C. POINT OF REVERSE CURVE P.C.C. POINT OF COMPOUND CURVE B.V.C. BEGIN VERTICAL CURVE E.V.C. END OF VERTICAL CURVE ' M.V.C. MIDDLE OF VERTICAL CURVE W WATER LINE S SEWER LINE CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS SCALE: HORIZ: NO SCALE VERT: NO SCALE TITLE SHEET DATE: TRACT NO. 15949,-1, & -2 1/14/99 LPPROVED .L't�.e• ¢•Z�• 9J DR. N0. SHT. N0. F" CITY ENGINEER R.C.E. 25126 2696 1 OF 7 0 0 Fn LO rn 0 o� �N oQ _w rnQ rn/ ILO -0) N Lo Ij o=