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Home My WebLink About2693-112. 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 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 CITYS INSPECTOR. , 19. THE CONTRACTOR SHALL NOT CAUSE ANY MUD SILT OR DEBRIS TO BE DEPOSITED ONTO SHEET SHEET 5 SHEET CITY OF ' FONTANA GENERAL NOTES PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON UNIT - FOR PRIVATE ENGINEER'S NOTICE TO CONTRACTORS CONST. 4" MIN. A.C. OVER 6" A.B. "FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING 4 STREET IMPROVEMENT PLANS VICINITY MAP SF CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 19,525 STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST EDITION). AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY LF REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE 2. CONSTRUCTION PERMITS -SHALL BE OBTAINED FROM THE CITY OF FONTANA CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION COORDINATION ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, CONST. CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD. DETAIL 121. SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EA CONST. 8" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE 21. 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. ENGINEER. SAWCUT & REMOVE EXISTING A.C. PAVEMENT CONTRACTOR SHALL COORDINATE -WITH THE APPROPRIATE WATER COMPANY FOR 2. THE ENGINEER PREPARING THESE PLANS WILL NOT BE 22. VALVE OPERATIONS AND WATER REQUIREMENTS. RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF 4. `' CURVE THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR DATA REFERS TO THE FACE OF CURB. MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 5. f STATIONING REFERS TO THE CENTERLINE, OF STREETS EXCEPT WHERE OTHERWISE SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL EA NOTED. - ' 1 STAKING DURING CONSTRUCTION. UNDERGROUND UTILITIES & STRUCTURES 6. THE CONTRACTOR SHALL, INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED LF CONST. DRIVEWAY APPROACH (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102. BY THE CITY ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR EA . STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF 7. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED PRIOR TO AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 2 PAVING OF STREETS. EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE (714) 237-6146 12 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 8. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR 10 AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE ANY DAMAGE TO THESE LINES OR STRUCTURES. PIPELINES: (213) 657-1233 CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF I ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID DAMAGE DISTRIBUTION: (909) 357-6233 THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY 24. ACTUAL THICKNESS -OF A.C. PAVEMENT -AND/OR BASE COURSE MATERIAL FOR LOCATION BEFORE EXCAVATION AT 800-422-4133. SEWER 9. ALL MANHOLES, CLEANOUT FRAMES AND. COVERS SHALL BE CONSTRUCTED SIX INCHES STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL GAS BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.- AVING.-10. 10. ALL VALVE BOXES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISH COMPLETION OF ROUGH GRADING. GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON SIERRA AVE. COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. FONTANA, CA. 92335 129. . . A PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION 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 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 CITYS INSPECTOR. , 19. THE CONTRACTOR SHALL NOT CAUSE ANY MUD SILT OR DEBRIS TO BE DEPOSITED ONTO SHEET SHEET 5 SHEET 1":Q1 'OF F01 A STREET IMPROVEMENT PLANS FOR TRACT 15957-1 & -2 SHEET 2 DECATUR LAS PALMAS WAY DRIVE INDEX MAP SCALE:1 "=150' BACK OF WALK M U W 0 in N F.H., ST. LIGHT, SIGN, MISC. CURB FACE - GUTTER LIP SIDEWALK JOG DETAIL N.T.S. BASIS OF BEARINGS 29. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, THE BEARING SHOWN HEREON ARE DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. BASED ON THE SOUTHERLY LINE OF PARCEL 1 BEING N89'48'30"W PER 30. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH PARCEL MAP NO. 11549 FILED IN BOOK 159 PAGES 64 THROUGH 66, INCLUSIVE MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR OF PARCEL MAPS, RECORDS OF SAN NOTIFICATION TO THE CIVIL', ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BERNARINO COUNTY. 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 Underground Service Alert a1.1.a MUNUMLNIJ CTT JAIU KLUIJILKLU UVIL LNUINttK UK LIIaNJtU LANU SUKVLYUK.e�FORE YO ` - o Gel Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG REVISIONS BENCH MARK: TOP REINFORCING ROD IN FLOOD CONTROL RETAINING WALL SW COR. BANANA & FOOTHILL #67-5 ELEV. 1214.17 9/67 d 11-0 APPROVAL I DATE I APPROVAL I DATE CONSTRUCTION NOTES & QUANTITIES: DESCRIPTION QUANTITY PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON UNIT 15957-1 _ CONST. 4" MIN. A.C. OVER 6" A.B. "FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED VICINITY MAP SF CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 3,398 BY WATERING OR OTHER APPROVED MEANS. No SCALE CONST. 4" THICK P.C.C. SIDEWALK (W=4.5') 19,525 20. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 160 55 LF REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL 1,570 1,075 SF CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY 4 EA CONST. CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD. DETAIL 121. 2 IS OBTAINED. , EA CONST. 8" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. - 21. ALL MATERIALS AND METHODS ARE SUBJECT THE THE.APPROVAL OF THE CITY UTILITY PURVEYORS: - 85 ENGINEER. SAWCUT & REMOVE EXISTING A.C. PAVEMENT - 2,745 22. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE - 132 SF REMOVE EXISTING CONCRETE SIDEWALK CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR ELECTRIC TELEPHONE ADJUST EXISTING MANHOLE TO GRADE - SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL EA REMOVE EXISTING BARRICADE ' 1 STAKING DURING CONSTRUCTION. SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL 92 LF CONST. DRIVEWAY APPROACH (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102. 300 N. PEPPER AVE. 4025 LA PALMA STREET EA 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM RIALTO, CA. 92376 ANAHEIM, CA. 92807 CONST. PARKWAY DRAIN (WIDTH PER PLAN) PER APWA STD. PLAN 151-1 (SEE DETAIL ON SHT. 6 OF 6) 2 UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY UNDERGROUND: (909) 357-6233 (714) 237-6146 12 7 ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING TRANSMISSIONS: (909) 875-5100 ATTN: DELIA LERMA 10 LF IMPROVEMENTS. - PIPELINES: (213) 657-1233 .. I I DISTRIBUTION: (909) 357-6233 LEVEL 24. ACTUAL THICKNESS -OF A.C. PAVEMENT -AND/OR BASE COURSE MATERIAL FOR 29y SEWER I 2% ( I STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL GAS ENGINEERING REPORT AND SUBMITTED TO THE CITY OF"FONTANA FOR APPROVAL UPON CITY CITY OF FONTANA COMPLETION OF ROUGH GRADING. SOUTHERN CALIFORNIA GAS CO. SIERRA AVE. 1981 LUGONIA AVE. FONTANA, CA. 92335 25. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION REDLANDS, CA 92374 (909) 335-7744 (909) 350-6632 AND APPROVAL OF THE CITY AS. -REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION ATTN: CARLOS NAVARRO - OF ROUGH GRADING. EMERGENCIES: (800) 427-2200 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF CABLE CO. DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, DURING EXCAVATION AND GRADING. WAR COMCAST ST CABLE BLE ' CUCAMONGA COUNTY WATER DISTRICT AVE. 1205 ONTARIO, CA. 91761 27. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION 9641 SAN BERNARDINO ROAD (909) 390-4738 OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. RANCHO CUCAMONGA, CA. 91730 (909) 483-7440 28. THE CONTRACTOR SHALL BE 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. 1":Q1 'OF F01 A STREET IMPROVEMENT PLANS FOR TRACT 15957-1 & -2 SHEET 2 DECATUR LAS PALMAS WAY DRIVE INDEX MAP SCALE:1 "=150' BACK OF WALK M U W 0 in N F.H., ST. LIGHT, SIGN, MISC. CURB FACE - GUTTER LIP SIDEWALK JOG DETAIL N.T.S. BASIS OF BEARINGS 29. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, THE BEARING SHOWN HEREON ARE DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. BASED ON THE SOUTHERLY LINE OF PARCEL 1 BEING N89'48'30"W PER 30. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH PARCEL MAP NO. 11549 FILED IN BOOK 159 PAGES 64 THROUGH 66, INCLUSIVE MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR OF PARCEL MAPS, RECORDS OF SAN NOTIFICATION TO THE CIVIL', ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BERNARINO COUNTY. 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 Underground Service Alert a1.1.a MUNUMLNIJ CTT JAIU KLUIJILKLU UVIL LNUINttK UK LIIaNJtU LANU SUKVLYUK.e�FORE YO ` - o Gel Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG REVISIONS BENCH MARK: TOP REINFORCING ROD IN FLOOD CONTROL RETAINING WALL SW COR. BANANA & FOOTHILL #67-5 ELEV. 1214.17 9/67 d 11-0 APPROVAL I DATE I APPROVAL I DATE CONSTRUCTION NOTES & QUANTITIES: DESCRIPTION QUANTITY HIGH POINT UNIT 15957-1 15957-2 CONST. 4" MIN. A.C. OVER 6" A.B. "FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING 74,360 49,130 SF CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 3,398 2,400 LF CONST. 4" THICK P.C.C. SIDEWALK (W=4.5') 19,525 13,200 SF CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 160 55 LF CONST. CROSS GUTTER WITH #4 BAR ® 12" O.C. BOTH WAYS IN GUTTER PORTION. (SIZE PER PLAN) 1,570 1,075 SF CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. 6 4 EA CONST. CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD. DETAIL 121. 2 3 EA CONST. 8" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. - 33 LF REMOVE EXISTING 8" CURB & GUTTER - 85 LF SAWCUT & REMOVE EXISTING A.C. PAVEMENT - 2,745 SF CONST. 5" A.C. OVER 12" COMPACTED NATIVE SOIL. - 132 SF REMOVE EXISTING CONCRETE SIDEWALK - 365 SF ADJUST EXISTING MANHOLE TO GRADE - 1 EA REMOVE EXISTING BARRICADE - 1 EA CONST. CURB & GUTTER TRANSITION FROM 6" C.F. TO 8" C.F. - 92 LF CONST. DRIVEWAY APPROACH (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102. 48 42 EA CONST. A.C. OVERLAY (2" MIN.) - 1,525 SF CONST. PARKWAY DRAIN (WIDTH PER PLAN) PER APWA STD. PLAN 151-1 (SEE DETAIL ON SHT. 6 OF 6) 2 - EA INSTALL 5800 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25' 12 7 EA REMOVE EXISTING 6" MEDIAN CURB - 10 LF R/W R/W P.U.E. I 58' 5' gp.U.E. I 7' 1 22' 22' 7' 1 1 291591 5' 2'1 1 I i LEVEL I I I UNE1 i I I 2�-=.02'-- =.02'- 2� I I 58' SECTION N.T.S. LAS PALMAS DRIVE STUART WAY CFESS10A,, &RECORD DRAWING `z The information on this dowing is obtlFined from cutters ar,` c rrll!it be verfied In the field by anyone prior to use o" ronstructlon, HALL & FOREMAN, INC. is not responsible fo i ndergmund f acllity locations or depictions. All above grog facilities can be readily seen and verified by the parties ii OF CALF of wr l to Ilse same. QROFESS/p❑❑ a�Ulm 1 k� Ro L HaU & F reman Inc.DRAWN BY RLM s z ❑ A Civil Engineering - Planning - Surveying - Public Works DESIGNED BY DLB & RLM No. 24573 -0 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777 CHECKED BY yF Exp. 12/31/01 * ZRED UNDER THE SUPERVISION OF: _ HG `rq CIVIIr ��P Q JOB NO. CF CA1-�F RICHAR BOWMAN R.C.E. 24573 /DATE 5195 54' SECTION N.T.S. WHIPPLE STREET TYLER LANE LEGEND: R/W HIGH POINT R/W TOP OF CURB ELEVATION I FINISHED SURFACE ELEVATION F.L. P.U' E SHEET MATCH LINE U' E. I 7' 18' 18' 7' I EXISTING SPOT ELEVATION 2' 5' GRADE BREAK 5' 2' 1 I i LEVEL I i END OF CURVE P.R.C. LINE P.C.C. iI rirr r 15 !L7 B.V.C. 2%- . TAFi+.06 - ?+.06' I END OF VERTICAL CURVE 3 MIDDLE OF VERTICAL CURVE 3 WATER LINE 2 SEWER LINE 2 50' SECTION ' N.T.S. BURNSIDE PLACE BENNING COURT SHERMAN PLACE (FROM STA. 10+41.07 TO STA. 14+55.43 R/W R/W I ' EET 2 P.u.E I--� - -j--04u.E. I 1 7' 20' 20' 7' 1 I 2' 5' 5' 2' I r 15 0-67-2 -2 I 1 .. I I LEVEL I I 29y LINE 1 +.02' 2% 2y, +.02' I 2% ( I R/W R/W P.U.E. I 58' 5' gp.U.E. I 7' 1 22' 22' 7' 1 1 291591 5' 2'1 1 I i LEVEL I I I UNE1 i I I 2�-=.02'-- =.02'- 2� I I 58' SECTION N.T.S. LAS PALMAS DRIVE STUART WAY CFESS10A,, &RECORD DRAWING `z The information on this dowing is obtlFined from cutters ar,` c rrll!it be verfied In the field by anyone prior to use o" ronstructlon, HALL & FOREMAN, INC. is not responsible fo i ndergmund f acllity locations or depictions. All above grog facilities can be readily seen and verified by the parties ii OF CALF of wr l to Ilse same. QROFESS/p❑❑ a�Ulm 1 k� Ro L HaU & F reman Inc.DRAWN BY RLM s z ❑ A Civil Engineering - Planning - Surveying - Public Works DESIGNED BY DLB & RLM No. 24573 -0 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777 CHECKED BY yF Exp. 12/31/01 * ZRED UNDER THE SUPERVISION OF: _ HG `rq CIVIIr ��P Q JOB NO. CF CA1-�F RICHAR BOWMAN R.C.E. 24573 /DATE 5195 54' SECTION N.T.S. WHIPPLE STREET TYLER LANE LEGEND: H.P. HIGH POINT T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION F.L. FLOW LINE ELEVATION SHEET MATCH LINE ---- TRACT BOUNDARY / PROPERTY LINE XXX DIRECTION OF FLOW EXISTING SPOT ELEVATION G.B. GRADE BREAK 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 40' 0' 40' 80' 120' GRAPHIC SCALE. 1'-40' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS SCALE: HORIZ: NO SCALE VERT: NO SCALE TITLE SHEET TRACT NO. 15957-1 & -2 DATE10/13/98 .��, 4-�J..9y DR. NO. SHT. NO. APPROVED firi CITY ENGINEER R.C.E. 25126 1 2693 1 OF 6 c� 0 Pi V) rn 0 i ij JQ w �Q 10 rn 0 i