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HomeMy WebLinkAbout2686-1LOCATION 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 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. N Q 15. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO CITY OF FONTANA GENERAL NOTES PRIVATE ENGINEER'S NOTICE TO CONTRACTORS •. , PLACING ASPHALT. FOR 29,380 57,680 16. STREET IMPROVEMENT PLANS 1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 2,965 CONST. 4" THICK P.C.C. SIDEWALK (W=4.5') 16,130 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 16,400 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS --- CONST. CROSS GUTTER WITH #4 BAR © 12" O.C. BOTH WAYS IN GUTTER PORTION. (SIZE PER PLAN) STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST EDITION). CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE 6 BEEN PLACED, INSPECTED AND APPROVED. 3 )4 ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, 4 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, ELECTRIC TELEPHONE ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION COORDINATION EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE --- SAWCUT & REMOVE EXISTING A.C. PAVEMENT SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY AGENCY OR THE ENGINEER. INSPECTOR. CONST. 5" A.C. OVER 12" COMPACTED NATIVE SOIL. WORK WITHIN THE CITY LIMITS. CALL (909) 350-7610 PACIFIC BELL 4,800 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN VALVES. 2. THE ENGINEER PREPARING THESE PLANS WILL NOT BE 4025 LA PALMA STREET 19. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF RIALTO, CA. 92376 ANAHEIM, CA. 92807 VALVE OPERATIONS AND WATER REQUIREMENTS. THESE PLANS. ALL REQUESTS FOR CHANGES TO THE PLANS MUST BE IN --- UNDERGROUND: (909) 357-6233 (714) 237-6146 WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED 4. CURVE DATA REFERS TO THE FACE OF CURB. ATTN: DELIA LERMA 38 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE UNDERGROUND UTILITIES 8c STRUCTURES --- ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE. NOTED. 1 DISTRIBUTION: (909) 357-6233 6. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR --- INSTALL 5800 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'. BY THE CITY ENGINEER. STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL CONST. HEATER REMIX AND OVERLAY 0.14' OF A.C. GAS AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 4,130 7. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED PRIOR TO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CITY OF FONTANA PAVING OF STREETS. CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO SOUTHERN CALIFORNIA GAS CO. 8353 SIERRA AVE. 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. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE (909) 350-6632 ENGINEER. CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ATTN: CARLOS NAVARRO 22. ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID DAMAGE EMERGENCIES: (800) 427-2200 THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR 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 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. N Q 15. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO 15957-3 CITY OF FONTANA 15957-5 PLACING ASPHALT. 59,360 29,380 57,680 16. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH TO 1,400 2,965 CONST. 4" THICK P.C.C. SIDEWALK (W=4.5') 16,130 ALL ADJOINING CURBS AND SIDEWALKS. 16,400 CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 79 --- --- CONST. CROSS GUTTER WITH #4 BAR © 12" O.C. BOTH WAYS IN GUTTER PORTION. (SIZE PER PLAN) UTILITY PURVEYORS: 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. 6 4 6 BEEN PLACED, INSPECTED AND APPROVED. 3 )4 2 4 CONST. 8" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 22 --- ELECTRIC TELEPHONE 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S --- SAWCUT & REMOVE EXISTING A.C. PAVEMENT 45,540 --- INSPECTOR. CONST. 5" A.C. OVER 12" COMPACTED NATIVE SOIL. SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL 4,800 REMOVE EXISTING CONCRETE SIDEWALK 350 300 N. PEPPER AVE. 4025 LA PALMA STREET 19. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO 1 RIALTO, CA. 92376 ANAHEIM, CA. 92807 1 PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON --- UNDERGROUND: (909) 357-6233 (714) 237-6146 80 PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED CONST. RESIDENTIAL DRIVEWAY (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102. TRANSMISSIONS: (909) 875-5100 ATTN: DELIA LERMA 38 BY WATERING OR OTHER APPROVED MEANS. 1 PIPELINES: (213) 657-1233 --- ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE. 1 1 DISTRIBUTION: (909) 357-6233 REMOVE EXISTING 6' CURB ONLY. 20. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS --- INSTALL 5800 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'. SEWER 3 REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL CONST. HEATER REMIX AND OVERLAY 0.14' OF A.C. GAS -- 4,130 REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY CITY OF FONTANA IS OBTAINED. SOUTHERN CALIFORNIA GAS CO. 8353 SIERRA AVE. 1981 LUGONIA AVE. FONTANA, CA. 92335 21. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY REDLANDS, CA 92374 (909) 335-7744 (909) 350-6632 ENGINEER. ATTN: CARLOS NAVARRO 22. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE EMERGENCIES: (800) 427-2200 CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR CABLE CO. SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL COMCAST CABLE STAKING DURING CONSTRUCTION. WATER 1205 DUPONT AVE. CUCAMONGA COUNTY WATER DISTRICT ONTARIO, CA. 91761 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM 9641 SAN BERNARDINO ROAD (909) 390-4738 UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY RANCHO CUCAMONGA, CA. 91730 ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING (909) 483-7440 IMPROVEMENTS. A 24. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR 0 11 STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL 5' It U� �' U_j 5' ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON o ~`` LO > � ~``'� COMPLETION OF ROUGH GRADING. + -� o + 00�� L3 t j U --r ~� N �d� + II N d�'d�� to G_ 25. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION 4 N 3 N N. r, AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION + `�O' +'`�_� OF ROUGH GRADING. N tod0 N '4-'t 00 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, CURB FACE DURING EXCAVATION AND GRADING. Cq 27. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION F5 F5 OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. A oo� h � 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO BE IMPROVED » » DETAIL D CITY OF FONTANA STREET IMPROVEMENT PLANS FOR TRACT 15957-3, -4 & -5 ITEM 0 0 0 0 101 CONSTRUCTION NOTES & QUANTITIES: DESCRIPTION QUANTITY 15957-3 15957-4 15957-5 CONST. 4" A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING 59,360 29,380 57,680 CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 2,875 1,400 2,965 CONST. 4" THICK P.C.C. SIDEWALK (W=4.5') 16,130 8,000 16,400 CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 79 --- --- CONST. CROSS GUTTER WITH #4 BAR © 12" O.C. BOTH WAYS IN GUTTER PORTION. (SIZE PER PLAN) 760 --- 1,100 CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. 6 4 6 CONST. CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD. DETAIL 121. 3 )4 2 4 CONST. 8" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 22 --- 53 REMOVE EXISTING 8" CURB & GUTTER 2,330 --- --- SAWCUT & REMOVE EXISTING A.C. PAVEMENT 45,540 --- --- CONST. 5" A.C. OVER 12" COMPACTED NATIVE SOIL. --- --- 4,800 REMOVE EXISTING CONCRETE SIDEWALK 350 --- --- REMOVE EXISTING STREET LIGHT BY SCE 1 1 1 RELOCATE EXISTING FIRE HYDRANT. 1 1 --- CONST. CURB & GUTTER TRANSITION FROM 6" C.F. TO 8" C.F. 105 80 95 CONST. RESIDENTIAL DRIVEWAY (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102. 40 20 38 REMOVE EXISTING CATCH BASIN 1 --- --- ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE. 1 1 1 REMOVE EXISTING 6' CURB ONLY. 2,165 --- --- INSTALL 5800 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'. 7 3 6 CONST. HEATER REMIX AND OVERLAY 0.14' OF A.C. -- -- 4,130 INSTALL 9500 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" I 3 I 2 I 2 CURB FACE LINE ER LINE ER e DETAIL "A" e NO SCALE SEE SHEET 2 OF 7 J U_ ® FL -'%--GUTTER LINE AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION. NO SCALE FD IS OF BEARINGS 29. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, SEE SHEET 2 OF 7 BEARING SHOWN HEREON ARE DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. ON THE SOUTHERLY LINE " 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. 000 .. �j C3 No.Yy m) x.024573 �t ap• 12-31-005 cljgT CM1. FOF CALF Underground Service Alert �ORE roG Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG J �� Inco dUi+NLO m(66 1tosem- W P, H to +(6 I F) DETAIL "B" NO SCALE SEE SHEET 2 OF 7 R/W OF PARCEL 1 BEING N89 48 30 E PER PARCEL MAP NO. 11549 FILED IN BOOK `1.59 PAGES 64 THROUGH 66, INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY. 1 I Added"Ro-me d neaw;.wa llaN •• REVISIONS SECTION "A- A" NO SCALE BENCH MARK: TOP REINFORCING ROD IN FLOOD CONTROL RETAINING WALL SW COR. BANANA & FOOTHILL #67-5 ELEV. 1214.17 9/67 APPROVAL I DATE I APPROVAL /QROFESS/p 1 L Nz � � No9Z tT7 � . 24573 * Exp. 12731101 s9TF CIVI OF CALF / R/W UNIT SF LF SF LF SF EA EA LF LF SF SF SF EA EA LF EA EA EA LF EA S.F. 01.1 BUNTING HEIGHT SHALL BE 25". 0 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" _ _ 4 EA. BUNTING HEIGHT SHALL BE 25'. 1EET 3 Pmt R/W 5' P.U.E. 7 I� 50' 18' _ ' LEVEL I LINE =� +.06' 2% 18' R/W 5' P.U.E. 7' ! TYP. 12% 27, +.06' ----------------------------------------- 2 3 50' SECTION N.T.S. BUNKER HILL PLACE BULL RUN PLACE (FROM STA. 11+95.61 TO STA. 14+48.10) VICKSBURG PLACE SUFFOLK PLACE R/W LAWRENCE PLACE R/W 15 54' 5' 1 P:U.E. i SCALE: 1"=150' N.T.S. I TYP.7' 2' 0 r r RECoR® ORAWit4IG I , 2 5 BUNKER RUN PLACE UJ14' r` UJ T11 -U r_U_ N II F -U_ Q� 04 LON > ��� �` construction. HALL & FOREMAN, INC. is r: �i cspo�:�. �'.;. o LO 00 NLO � NtoD M MN �_j Oo� M co underground facility locations or depictions. All above Braun + r- NU �� �3 c00D06 0-i .- CC) CD r U� �-� intp,nd to use same. 3 + "?FFz + on N 54' SECTION 00 co Coco (66m CURB FACE LINE ER LINE ER e DETAIL "A" e NO SCALE SEE SHEET 2 OF 7 J U_ ® FL -'%--GUTTER LINE AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION. NO SCALE FD IS OF BEARINGS 29. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, SEE SHEET 2 OF 7 BEARING SHOWN HEREON ARE DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. ON THE SOUTHERLY LINE " 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. 000 .. �j C3 No.Yy m) x.024573 �t ap• 12-31-005 cljgT CM1. FOF CALF Underground Service Alert �ORE roG Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG J �� Inco dUi+NLO m(66 1tosem- W P, H to +(6 I F) DETAIL "B" NO SCALE SEE SHEET 2 OF 7 R/W OF PARCEL 1 BEING N89 48 30 E PER PARCEL MAP NO. 11549 FILED IN BOOK `1.59 PAGES 64 THROUGH 66, INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY. 1 I Added"Ro-me d neaw;.wa llaN •• REVISIONS SECTION "A- A" NO SCALE BENCH MARK: TOP REINFORCING ROD IN FLOOD CONTROL RETAINING WALL SW COR. BANANA & FOOTHILL #67-5 ELEV. 1214.17 9/67 APPROVAL I DATE I APPROVAL /QROFESS/p 1 L Nz � � No9Z tT7 � . 24573 * Exp. 12731101 s9TF CIVI OF CALF / R/W UNIT SF LF SF LF SF EA EA LF LF SF SF SF EA EA LF EA EA EA LF EA S.F. 01.1 BUNTING HEIGHT SHALL BE 25". 0 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" _ _ 4 EA. BUNTING HEIGHT SHALL BE 25'. 1EET 3 Pmt R/W 5' P.U.E. 7 I� 50' 18' _ ' LEVEL I LINE =� +.06' 2% 18' R/W 5' P.U.E. 7' ! TYP. 12% 27, +.06' ----------------------------------------- 2 3 50' SECTION N.T.S. BUNKER HILL PLACE BULL RUN PLACE (FROM STA. 11+95.61 TO STA. 14+48.10) VICKSBURG PLACE SUFFOLK PLACE R/W LAWRENCE PLACE R/W 15 54' 5' 1 i P.U.E. 20'7' TYP. 5' 1211 1 P:U.E. i /• N.T.S. I TYP.7' 20' r RECoR® ORAWit4IG I , 2 5 BUNKER RUN PLACE The infermatien an this drawing �s obtained from ofers god � r` 1 '` 00 must be verified In the field by aryon� ; �* ,r tr. itse o� LEVEL 04 LON > ��� �` construction. HALL & FOREMAN, INC. is r: �i cspo�:�. �'.;. o LO 00 NLO UCOM 0o LINE � 00 �_j Oo� underground facility locations or depictions. All above Braun +.02' 2% �� .- facilities can be readily seen and verified by the parties that - - - -= .- CC) CD r U� �-� intp,nd to use same. 3 --- ------------ ----------------------------- + o� N 2 54' SECTION (66m i P.U.E. 20'7' TYP. 5' 1211 1 GUT LINE o, r to� I ) CURB FACE 67' DETAIL NO SCALE SEE SHEET 2 OF 7 LEGEND: i H.P. HIGH POINT T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION F.L. FLOW LINE ELEVATION SHEET MATCH LINE R/W --- TRACT BOUNDARY / PROPERTY LINE DIRECTION OF FLOW XX'X EXISTING SPOT ELEVATION VARIES FROM 32.5' TO 30.5' VARIES FROM 36.5' TO 30.5' G.B. GRADE BREAK VARIES FROM I O.C. ON CURB 10.50' VARIES FROM 20' TO 22' I VARIES FROM 20' TO 22' 16.5' TO 12.5' 5.50' 5' 5' VARIES FROM B.C. BEGIN CURVE 7.5' TO 11.5'1 E.C. END OF CURVE I LEVEL LEVEL I P.R.C. POINT OF REVERSE CURVE pop - VARIES FROM , LINF I LINE +.02 TO -.02 0 n --------------------- VARIES FROM +.02' TO -.02' _- % ----- 0 1 i % i � moi. � /, 4 i '• � i � � i /, i i W=Mmlf :• 0 N�. P.C.C. POINT OF COMPOUND CURVE -2%.- 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 DRAWN BYSTREET IMPROVEMENT PLANS SCALE: RLM HORIZ: NO SCALE DESIGNED BY VERT: NO SCALE DLB & RLM TITLE SHEET CHECKED BY DATE: DLB TRACT NO. 15957-3, -4 & -5 1/12/99 JOB N0.`�'� f -Zi -9% DR. N0. SHT. N0. 5195 APPROVED 2686 1 OF 8 FJ CIN ENGINEER R.C.E. No. 25126 CD 0 4 Cn LO rn N 0 �Cn ro/ a; Q N Q w Qf 0')Q 0 -)LO 1 a' li oz to (0 0,1- N.T.S. r 0�- (6�� BUNKER RUN PLACE `` r` '` 00 (FROM STA. 10+41.15 TO STA. 11+00.00) 04 LON > 0 LO 00 NLO UCOM 0o co � .-o co co .-o co co II .- n rr-U_ U GUT LINE o, r to� I ) CURB FACE 67' DETAIL NO SCALE SEE SHEET 2 OF 7 LEGEND: i H.P. HIGH POINT T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION F.L. FLOW LINE ELEVATION SHEET MATCH LINE R/W --- TRACT BOUNDARY / PROPERTY LINE DIRECTION OF FLOW XX'X EXISTING SPOT ELEVATION VARIES FROM 32.5' TO 30.5' VARIES FROM 36.5' TO 30.5' G.B. GRADE BREAK VARIES FROM I O.C. ON CURB 10.50' VARIES FROM 20' TO 22' I VARIES FROM 20' TO 22' 16.5' TO 12.5' 5.50' 5' 5' VARIES FROM B.C. BEGIN CURVE 7.5' TO 11.5'1 E.C. END OF CURVE I LEVEL LEVEL I P.R.C. POINT OF REVERSE CURVE pop - VARIES FROM , LINF I LINE +.02 TO -.02 0 n --------------------- VARIES FROM +.02' TO -.02' _- % ----- 0 1 i % i � moi. � /, 4 i '• � i � � i /, i i W=Mmlf :• 0 N�. P.C.C. POINT OF COMPOUND CURVE -2%.- 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 DRAWN BYSTREET IMPROVEMENT PLANS SCALE: RLM HORIZ: NO SCALE DESIGNED BY VERT: NO SCALE DLB & RLM TITLE SHEET CHECKED BY DATE: DLB TRACT NO. 15957-3, -4 & -5 1/12/99 JOB N0.`�'� f -Zi -9% DR. N0. SHT. N0. 5195 APPROVED 2686 1 OF 8 FJ CIN ENGINEER R.C.E. No. 25126 CD 0 4 Cn LO rn N 0 �Cn ro/ a; Q N Q w Qf 0')Q 0 -)LO 1 a' li oz