The URL can be used to link to this page

Home My WebLink About2689-113. 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 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 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 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. VICINITY MAP N.T.S. UTILITY PURVEYORS: ELECTRIC TELEPHONE SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL 300 N. PEPPER AVE. 4025 LA PALMA STREET RIALTO, CA. 92376 ANAHEIM, CA. 92807 UNDERGROUND: (909) 357-6233 (714) 237-6146 TRANSMISSIONS: (909) 875-5100 ATTN: DELIA LERMA PIPELINES: (213) 657-1233 DISTRIBUTION: (909) 357-6233 GAS SOUTHERN CALIFORNIA GAS CO. 1981 LUGONIA AVE. REDLANDS, CA 92374 (909) 335-7744 EMERGENCIES: (800) 427-2200 y� CITY OF FONTANA STREET IMPROVEMENT PLANS FOR TRACT 15959, & -1 1 r R. All�r_ �f�t .^,r SHEET 4 CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA. 92335 (909) 350-6632 ATTN: CARLOS NAVARRO CABLE CO. WATER COMCAST CABLE CUCAMONGA COUNTY WATER DISTRICT 1205 DUPONT AVE. 9641 SAN BERNARDINO ROAD ONTARIO, CA. 91761 RANCHO CUCAMONGA, CA. 91730 (909) 390-4738 (909) 483-7440 ®RECORD DRAWING The information on this drawing is ofltOW ft0m others and roust be verified in the field by anyone prior to rise or construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. All above groImd facilities can be readily seen and verified by the parties that :ntFnd I,se same. �c0e RI3 F Sl o LNgl y� � e0� No. 0024573 7D ��F CAI�FD� Underground Service Alert o o roG Call: TOLL FREE 0 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG SHEET 3 Z Z A v � / ti / INDEX MAP SCALE: 1"=150' BACK OF WALK Y Z U W Q U-)F.H., ST. LIGHT, SIGN, MISC. CURB FACE-' GUTTER LIP SIDEWALK JOG DETAIL ilk THE BEARING SHOWN HEREON ARE BASED ON THE CENTERLINE OF BASE LINE AVENUE BEING N89.5841 "W AS SHOWN ON RECORD OF SURVEY 88/78-83. ADD NOTE 19, REVISE SHT 4. REVISE NOTE 17 AND DETAIL, SEE SHT 3 Added �•14tco�� aw: L�wf REVISIONS N.T.S. 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 I DATE D ITEM SHEET 3 SHEET 2 CONSTRUCTION NOTES & QUANTITIES: DESCRIPTION CONST. 4" MIN. A.C. OVER 6" A.B. * FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. CONST. 4" THICK P.C.C. SIDEWALK (W=4.5') CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. CONST. CROSS GUTTER WITH #4 BAR @ 12" O.C. BOTH WAYS IN GUTTER PORTION. (SIZE PER PLAN) CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. CONST. CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD. DETAIL 121. SAWCUT & REMOVE EXISITING A.C. PAVEMENT REMOVE EXISTING 8" CURB & GUTTER RELOCATE EXISTING WATER METER PER C.C.W.D. REMOVE EXISTING TREES. CONST. DRIVEWAY APPROACH (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102. INSTALL 5800 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25' CONST. 51/2" A.C. OVER 12" COMPACTED NATIVE SOIL. * FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING REMOVE EXISTING 6" MEDIAN CURB RELOCATE EXISTING TRAFFIC SIGN CONST. CURB DRAIN (SINGLE PIPE) PER APWA STD. PLAN 150-2 (SEE DETAIL HEREON) INSTALL 22,000 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25' REMOVE EXISTING STREET LIGHT BY EDISON. R/W 5' PUBLIC 1 50' UTILITY EASEMENT I 7' 1 18' 1 18' QUANTITY CITY OF FONTANA GENERAL NOTES PRIVATE NOTICE TO CONTRACTORS 15959 FOR _ENGINEER'S 37,100 2,100 STREET IMPROVEMENT PLANS 1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 11,140 SF RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 250 2 LF EA CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY O.C. STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THECONTRACTOR BEGIN CURVE FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST EDITION). SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE P.R.C. POINT OF REVERSE CURVE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, E.V.C. ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION COORDINATION EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE MIDDLE OF VERTICAL CURVE SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY AGENCY OR THE ENGINEER. S WORK WITHIN THE CITY LIMITS. CALL (909) 350-7610 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN VALVES. 2. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE VALVE OPERATIONS AND WATER REQUIREMENTS. PLANS. ALL REQUESTED CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4. CURVE DATA REFERS TO THE FACE OF CURB. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE UNDERGROUND UTILITIES & STRUCTURES NOTED. - 6. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR BY THE CITY ENGINEER. STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF 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 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PAVING OF STREETS. 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 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. w 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 HIGHLAND AVENUE 5G. COMPLETION OF PAVING. C3 C3 a � 15 vP w � 11. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. U W CITY 0 129. o S. PAl RAILROAD FONTANA w w m 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY NE NUE a BASELINE AVENUE COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, CITY OF LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC RANCHO } WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL. AMONGA CUCM 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 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 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 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. VICINITY MAP N.T.S. UTILITY PURVEYORS: ELECTRIC TELEPHONE SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL 300 N. PEPPER AVE. 4025 LA PALMA STREET RIALTO, CA. 92376 ANAHEIM, CA. 92807 UNDERGROUND: (909) 357-6233 (714) 237-6146 TRANSMISSIONS: (909) 875-5100 ATTN: DELIA LERMA PIPELINES: (213) 657-1233 DISTRIBUTION: (909) 357-6233 GAS SOUTHERN CALIFORNIA GAS CO. 1981 LUGONIA AVE. REDLANDS, CA 92374 (909) 335-7744 EMERGENCIES: (800) 427-2200 y� CITY OF FONTANA STREET IMPROVEMENT PLANS FOR TRACT 15959, & -1 1 r R. All�r_ �f�t .^,r SHEET 4 CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA. 92335 (909) 350-6632 ATTN: CARLOS NAVARRO CABLE CO. WATER COMCAST CABLE CUCAMONGA COUNTY WATER DISTRICT 1205 DUPONT AVE. 9641 SAN BERNARDINO ROAD ONTARIO, CA. 91761 RANCHO CUCAMONGA, CA. 91730 (909) 390-4738 (909) 483-7440 ®RECORD DRAWING The information on this drawing is ofltOW ft0m others and roust be verified in the field by anyone prior to rise or construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. All above groImd facilities can be readily seen and verified by the parties that :ntFnd I,se same. �c0e RI3 F Sl o LNgl y� � e0� No. 0024573 7D ��F CAI�FD� Underground Service Alert o o roG Call: TOLL FREE 0 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG SHEET 3 Z Z A v � / ti / INDEX MAP SCALE: 1"=150' BACK OF WALK Y Z U W Q U-)F.H., ST. LIGHT, SIGN, MISC. CURB FACE-' GUTTER LIP SIDEWALK JOG DETAIL ilk THE BEARING SHOWN HEREON ARE BASED ON THE CENTERLINE OF BASE LINE AVENUE BEING N89.5841 "W AS SHOWN ON RECORD OF SURVEY 88/78-83. ADD NOTE 19, REVISE SHT 4. REVISE NOTE 17 AND DETAIL, SEE SHT 3 Added �•14tco�� aw: L�wf REVISIONS N.T.S. 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 I DATE D ITEM SHEET 3 SHEET 2 CONSTRUCTION NOTES & QUANTITIES: DESCRIPTION CONST. 4" MIN. A.C. OVER 6" A.B. * FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. CONST. 4" THICK P.C.C. SIDEWALK (W=4.5') CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. CONST. CROSS GUTTER WITH #4 BAR @ 12" O.C. BOTH WAYS IN GUTTER PORTION. (SIZE PER PLAN) CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. CONST. CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD. DETAIL 121. SAWCUT & REMOVE EXISITING A.C. PAVEMENT REMOVE EXISTING 8" CURB & GUTTER RELOCATE EXISTING WATER METER PER C.C.W.D. REMOVE EXISTING TREES. CONST. DRIVEWAY APPROACH (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102. INSTALL 5800 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25' CONST. 51/2" A.C. OVER 12" COMPACTED NATIVE SOIL. * FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING REMOVE EXISTING 6" MEDIAN CURB RELOCATE EXISTING TRAFFIC SIGN CONST. CURB DRAIN (SINGLE PIPE) PER APWA STD. PLAN 150-2 (SEE DETAIL HEREON) INSTALL 22,000 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25' REMOVE EXISTING STREET LIGHT BY EDISON. R/W 5' PUBLIC 1 50' UTILITY EASEMENT I 7' 1 18' 1 18' QUANTITY 4 UNIT 15959 15959-1 46,420 2,300 37,100 2,100 SF LF 13,200 11,140 SF 125 2 250 2 LF EA 2#1 5' I � I I LEVEL I LINE 1 +.06' 2% 2% +.06'--, 1:_ ___ - 3 -- J :) ENI -9-4--1 J 2 50' SECTION N.T.S. SLOCUM PLACE MEADE COURT McCLELLAN COURT LON GSTREET LANE SHEET 2 LAI R/l1 I O21 F \11' OF MAX. SLCPE 1: HINGE COVER AT TOP OF MAME1 RECTANGULAR FRAME , INLET PER CASE I, A. OR m I ( I , I PER STD. PLAN 152 SEE nlorE I :' mm (3' 11 (1 E --4 1 t � III LANE , , • •ISO Iltnt (1 T 1 I 4 2, ' CASE I INLET N-100 mm I C.LTRANSITION STRUCTURE SECTION SEE NOTES P0'£5 R/W / /T/ / f FRAME !i CRAmm .rZIE 0 35 erfra (1-1/2') MIN CLEM // WALK (SEE NOTE 4 / A4 / SEE NOTE 10 p011 (03) 1 6') / (87 TOP OF CURB UNE - a CAS Il INLET DROP INLET CATCH BASIN SECTION rio. I I EG I R^r gE Wa7E z SEE: � FPRL T71E5 600 1447) ---- J EIPEN [7 iCli PER IROYEMENT 1 CR CRADO4G PIAN .., (f7 I A wAtx _ dt SI PLAN CASE III INLET GIRACIED BITCH SECTION 9,v2 '50 T.c. I"EI�ANSQ1 luNr I I ?Al rrim dC771T mm (2-1/ MW (6-) FOR 150 1 E � 6 /-�•L. 00 1 (3 11r) "Cr 200 � (On CF R� 10 nun (1 PARKWAY WDTN PER YPR0141I0/T PIAN C:EAR 100 mm (41 ZLINE RK FINISHED PARKWAY !RADE - I Cl PIPES Pw WALK, 200 mm (ar) Cr - NOTE 4 Z I NOTE: APPLIES TO ANY NUMBER OF P>PESS 175 mm W) OR ��c WAtx. 150 �„�„ (6' Cr -NOTE E:- CURB PROFILE ween GALV wRE FANG - 1401E 1 0� I 400 mm (8') CLRB FAC£ Ad (P) B . _ 2n ~� I 10 IBM mea11500,11 (t/Z) --- e SEE INLET DETAILS (5) TOP OF Q n� (a B ever, mm pppp EVANSI I Z ANsx P.SG Gtltte Rk QJTTER C.1. PIPE (4-) .ANT E FL SEE NOTE D - - - u --� \--•GUTTER 10 MATCH EXISTING SECTION A -A 101 (1/z') � DD "m (A-) C.L PF IIOTE: APPLIES TB ANY NUUII OF PIPES Z - TOP-OF-QiB LRE S OIAN ON PROM CURB PROFILE 150 4ean (07 CIS FACE AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN ' CURB DRAIN METRIC 1,� 150-2 ' 11107: t00e USE WTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS COINSTRUCTION SHEET 1 OF 2 QRpFESS/0�V ��CO�PRD L eU F � 9y m � No. 24573 rn •* Exp. 12/31 /01 C1V1\1 �F CA1-SFO R/W 5 PUBLIC 1 54' UTILITY i EASEMENT I i 7' 20' 20' I 2/ 5l I � I LEVEL LINE 1 +.02' 2% 2% +.02' ne-------------------------------------------------------------- NOTES 1. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET CASE I BEGINS AT THE TOE RATHER THAN THE R/W UNE. 2. FOR OPEN DITCH (CASE INLET III), THE 600 mm (24") EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24") OR MORE FROM THE R/W LINE; HOWEVER, PIPE SHALL EXTEND TO R/W LINE. 3. TOP OF INLET STRUCTURE (CASE I AND 11) TO BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 4. CONSTRUCT P.C.C. WALK WHEN SPECIFIED ON PLAN. THE CONTRACT PRICE PAID'FOR P.C.C. WALK ITEM SHALL INCLUDE WALK CONSTRUCTED IN CONJUNCTION WITH PARKWAY CULVERT. 5. "N" EQUALS NUMBER OF PIPES (MAXIMUM OF THREE) AS SPECIFIED ON PLAN. 6. INLET CASE TO BE SPECIFIED ON IMPROVEMENT OR GRADING PLAN. 7. ANGLE A EQUALS 0% UNLESS OTHERWISE SPECIFIED. 8. TYPE, DIMENSIONS AND ELEVATIONS OF P.C.C. CURB AND GUTTER PER IMPROVEMENT PLAN. 9. UNLESS OTHERWISE SPECIFIED, FRAME AND GRATE FOR CASE II INLET SHALL BE GALVANIZED CAST IRON. WEIGHT OF FRAME AND GRATE SHALL BE 36 k9 (80 LBS). 10. AT LOCATIONS MATH LESS THAN 200 mm (8") CURB FACE, USE 152x152-MW9.1xMW9.1 (6x6-10/10 GALVANIZED WIRE FABRIC. WIRE FABRIC SHALL EXTEND 200 mm (8) BEYOND THE EDGE OF CAST IRON PIPES. 11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. 0 SPACES O 24 mm15 101 7 BARS O 16 mm (5 0- 2 OUTSIDE BARS O 22 mm (7/8-11 O�£RA11 356 mm {1,-) �! E 111-E.m ~ I E E EEE*_ ^+E¢n o '� m en0O U 0� < - O i%m N - N 31I AREA 52: JUUUUUUU E E r n 1 330 mm ■ 330 mm (13- x 13-)1 I•, 432 mm x 432 mm (17- . 171 TOP OF GRATE SECTION THRU FRAME GRATE FOR CASE II INLET 1 LIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER I STANDARD PLAN METR1c CURB DRAIN 150SHE202 1111, 1111,11111111111 1�11111 Lei m ,'� :yommgm 54' SECTION N.T.S. GRANT WAY LEGEND: 6 4 EA - - EA 160 110 1 1,350 110 2 SF LF EA 3 - EA 36 36 EA 7 1 7 1 EA -- 2,100 SF -- 274 LF -- 2 EA -- 1 EA 1 2 EA -- 1 EA R/W 1 5' PUBLIC LITY -79 1 1 EASEMENT 2% R/W 1 5' PUBLIC UTILITY 7' i I EASEMENT 5' 21 H.P. HIGH POINT T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION F.L. FLOW LINE ELEVATION SCALE: SHEET MATCH LINE --- TRACT BOUNDARY / PROPERTY LINE Xx'X DIRECTION OF FLOW DESIGNED BY 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 CITY OF FONTANA, CALIFORNIA In 0 DRAWN BYSTREET IMPROVEMENT PLANS SCALE: o� HORIZ: NO SCALE VERT: NO SCALE 6� ONI DESIGNED BY - TITLE SHEET TRACT NO. 15959 & Wl r ---w � DATE: 1/18/ss CHECKED BY CY)� JOB NO. PR. NO. SHT. NO. � 5195 APPROVED �'.r'�i.1l� ITY ENGINEER R.C.E. No. 51152 2689 1 OF 4 li 0=