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Home My WebLink About4176-2z 0 (y r-) Lj f:� 0 n 0 III n C) cn In _E C) N LLJ n _j_ < X T- -,+ N I I C:I CL :D z -i-i Lij Y) 0 z < m n, n 0 7 0 < z 0 1 �0 IDI GENERAL NOIESL 1. ALL WORK SHALL BE IN ACCORDANCE NTH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( *GREEN BOOK ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE OGREEN BOOK 0 , THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED MEN THE POTEN71AL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTIL111ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE NTH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION 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 CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKSt SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL N01IFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL T1MES. 20.ALL GRADING OPERATIONS SHALL BE DISCONTINUED MEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORT10N OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24.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 NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25.THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLE11ON OF ROUGH GRADING. 32 -ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLE11ON OF ROUGH GRADING. 33.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. ............ ...... TOLL FREE "00' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT GENEEAL NOIE5 (CQNL): 34.UPON COMPLE11ON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35.CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFAC11ON OF THE CITY ENGINEER. 36 -AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BEUCHMAEK INK "X" TOP OF CURB OCR AT THE SW INT. MERRILL AND OLIVE. BM USED BY OTHERS FOR BUILDING CONSTRUCTION IN PROGRESS. THE BM FOR THE CONSTRUC11ON IN PROGRESS IS LISTED AS CITY OF FONTANA BM#123 CHIS. X AT TOP OF SIGNAL STD. BOLT SE COR. MERRILL AND SIERRA. (OBLITERATED) BA51S QF BEARING CENTERLINE OF OLIVE STREET AS SHOWN ON PARCEL MPA 8270, P.M.B. 85/71, BEING: N00,12,43"W. ABIBRUATIQNS: AC ASPHALT CONCRETE D DEPTH G GAS PA PLANTING AREA ADDL ADDITIONAL DET DETAIL GA GAUGE PD PLANTER DRAIN AGG AGGREGATE DiA DIAMETER GALV GALVANIZED PCC PORTLAND CEMENT CONCRETE APPROX APPROXIMATE DS DOWN SPOUT GB GRADE BREAK PHONE: 714-666-5770 POINT OF COMPOUND CURVE ARCH ARCHITECTURAL PLANS DW DOMESTIC WATER VCP VITRIFIED CLAY PIPE PKG PARKING W WATER, WIDTH, WEST DWG(S) DRAWING(S) H HIGH, HEIGHT PM PARCEL MAP INLET TYPE 2 DWY DRIVEWAY HORIZ HORIZONTAL POIC POINT ON CURVE, BC BEGIN CURVE 13CA 0A'% 'XIC to 1.1 -% HP HIGH POINT POINT OF CONNECTION BCR BEGIN CURB RETURN E EAST HPFL HIGH POINT FLOWLINE PRC POINT OF REVERSE CURVE BLDG BUILDING EX. EXISTING PROD PRODUCED LINE BM BENCH MARK EA EACH IE INVERT ELEVA11ON PSF POUNDS PER SQUARE FOOT Bw BACK OF WALK ESMT EASEMENT INT INTERSECTION PSI POUNDS PER SQUARE INCH EC END CURVE INV INVERT PT POINT C CUT ECR END CURB RETURN IRR IRRIGATION PVC POLYVINYL CLORIDE CA CABLE EG EDGE OF GUTTER PVMT PAVEMENT CAB CRUSHED AGGREGATE EL, ELEV ELEVATION LADWP LOS ANGELES DEPT. BASE ELEC ELECTRIM OF WATER AND POWER R RIDGE LINE, RADIUS, RATE CATY CABLE TELEVISION ELECTRICAL PLANS L LENGTH RAD RADIAL CB CATCH BASIN ELY EASTERLY LF LINEAR FEET REINF REINFORCED CF CURB FACE EP EDGE OF PAVING RET RETAINING C&G CURB AND GUTTER EQ EQUAL MAX MAXIMUM REOD REQUIRED CI CAST IRON EW EACH WAY MB MAP BOOK REV REVISED, REVISION CL CENTERLINE, MC MIDDLE OF CURVE ROW RIGHT OF WAY CHAIN LINK F FILL MIN MINIMUM CLR CLEAR FF FINISH FLOOR MISC MISCELLANEOUS S SLOPE, SEWER, SOUTH CMP CORRUGATED METAL FG FINISH GRADE MOD MODIFIED so STORM DRAIN PIPE FH FIRE HYDRANT SDWK SIDEWALK CO CLEANOUT, COUNTY FL FLOWLINE NA NOT APPLICABLE SHT SHEET CONC CONCRETE FS FINISH SURFACE NIC NOT IN CONTRACT SIM SIMILAR CONN CONNECTION, CONNECT FT FOOT, FEET NLY NORTHERLY SLY SOUTHERLY FrG FOOTING NO NUMBER, NORTH so SOUTH CONST CONSTRUCT FUT FUTURE NTS NOT TO SCALE SPEC SPECIFICATIONS CONT CONTINUATION FW FIRE WATER SS SANITARY SEWER COR CORNER 0 DIAMETER STA STATION CSp CORRUGATED STEEL PIPE OC ON CENTER STD STANDARD CY CUBIC YARDS OPNG OPENING STL STEEL SYMM SYMMETRICAL WILITY ONTACTL SOUTHERN CALIFORNIA EDISON THE GAS COMPANY 7951 REDWOOD AVE. 16231 VALLEY BLVD. FONTANA, CA. 92336 FONTANA, CA. 923335 CONTACT: ROBERT AHRENDT CONTACT: STEVE ROBLES PHONE: 909-357-6546 PHONE: 909-428-8407 FONTANA WATER COMPANY SEWER AND STORM DRAIN 11142 GARVEY AVE. CITY OF FONTANA EL MONTE, CA. 91733 8353 SIERRA AVE. CONTACT: BASSAM ALSAMMAR FONTANA, CA. 92335 PHONE: 626-448-6183 CONTACT: BRIAN WREN TMH PHONE: 909-350-6632 sec TOP OF MOW STRIP 3939 E. CORONADO ST. TOP OF PLANTER DRAIN ANAHEIM, CA. 92807 TRACT CONTACT: RON SCARCIAGA TOP OF WALL PHONE: 714-666-5770 TYPICAL T TANGENT TAD TOP OF AREA DRAIN TC TOP OF CURB TCB TOP OF CATCH BASIN TELE TELEPHONE, 3000 mm (IG') s TELECOMMUNICATIONS TEMP TEMPORARY TG TOP OF GRATE TH TOP OF HEADER THK THICK TMH TOP OF MANHOLE TMS TOP OF MOW STRIP TPD TOP OF PLANTER DRAIN TR TRACT TW TOP OF WALL TYP TYPICAL TTD TOP OF TRENCH DRAIN VAR VARIABLE VCP VITRIFIED CLAY PIPE VERT VERTICAL W WATER, WIDTH, WEST W/ WITH WLY WESTERLY WM WATER METER XING CROSSING E E 600 mm z '00 MM INLET INLET RECTANGLI HINGE COVER AT nWj Ar 1OP OF FRAW COW PER 1 STANCIARD PUN METRIC COWTTEI im TYPE 2 TYPE 1 PPE PER STD. PLAN IMPROVEMENT 152 SHEET I OF 2 USE WITH 3TANOAR0 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 3000 mm (IG') s OR GRADING !E NOTEa DMIL 2 MQUIE]ED SHOV4 ON PROFILE TOP OF CURB QUEB QUAIL PLAN W_ % i .4., 'k --POINT M POINT N PROFILE - 600 mm E 1-10 0 (24") V S, mm 7J -BAR _7ACING. mm. ANCHORS. OTHERWSF_ USE 3 ANCHOR& 30D (12') SECTION to I mm- ZZZ7- (1/2)9. A 249, (7 i�x 8 - 75 mm 0.) 2DO LlrFm 75D (31)') 240 (71 21V USE 64.51K9.5 (2-1/2'x2 x3/8') ce 900 (36.) ivin- INLET TYPE 2 1050 (421 210 (61 MATO OROMSE, 8 - 100 mm (4'), USE 8901502.7 EXIST 1200 (48') �� (3-1/2'O"xi/2') GALVANIZED STEEL ANGLE, 13CA 0A'% 'XIC to 1.1 -% SEE N46TE 3 2LO� BAR r 1"-) 16' mm 3.) MIN SECTION I-JE3 4 L INLET TYPE 1 DETAI OF ANCHOR I - 75 mm CURB FACE -A ANCHO�R �ICURB FA�CIE FL �POINT N_/ POINT P POINT 0 3000 mrn (10) TOP OF CURB I -A POINT P Poll GALVAMZED STEEL SIDEWALK ANGLE FINSH AEZ� --- cw� - - - Z� 3: SATTER 302 ,,SEE NOTE 6 , J BARS ARE #10kf (13). 1py.mm b- zi I tpu rnm (601 160 (51) IT' 0 420 mrn 0 12') MAX OC Effiffik .'Tt' C=_ J BAR" SECTION 13-13 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED By TH$_; PUBLIC W014KS STANDAROS W_, GREENSOCK A STANCIARD PUN METRIC COWTTEI im PLAN AEV� INS I---- __ SHEET I OF 2 USE WITH 3TANOAR0 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 3000 mm (IG') s TC GRADE LINE AS DMIL 2 MQUIE]ED SHOV4 ON PROFILE TOP OF CURB QUEB QUAIL 11111=11 FL 'k --POINT M POINT N PROFILE - FOR S - 750 mm (30") AND LESS, USE 2 S, mm 7J -BAR _7ACING. mm. ANCHORS. OTHERWSF_ USE 3 ANCHOR& 30D (12') to I mm- ZZZ7- (1/2)9. 450 (101 249, (7 FOR S - 1200 mm (49') AND LESS, 8 - 75 mm 0.) 2DO LlrFm 75D (31)') 240 (71 USE 64.51K9.5 (2-1/2'x2 x3/8') ce 900 (36.) ivin- GALVANIZED STEEL ANGLE. 1050 (421 210 (61 MATO OROMSE, 8 - 100 mm (4'), USE 8901502.7 EXIST 1200 (48') �� (3-1/2'O"xi/2') GALVANIZED STEEL ANGLE, 13CA 0A'% 'XIC to 1.1 -% 3000 mrn (10) TOP OF CURB I -A POINT P Poll GALVAMZED STEEL SIDEWALK ANGLE FINSH AEZ� --- cw� - - - Z� 3: SATTER 302 ,,SEE NOTE 6 , J BARS ARE #10kf (13). 1py.mm b- zi I tpu rnm (601 160 (51) IT' 0 420 mrn 0 12') MAX OC Effiffik .'Tt' C=_ J BAR" SECTION 13-13 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED By TH$_; PUBLIC W014KS STANDAROS W_, GREENSOCK PARKWAY DRAIN STANCIARD PUN METRIC COWTTEI im AEV� INS I---- __ SHEET I OF 2 USE WITH 3TANOAR0 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R� 3 0 4" P.C.C. SIDEWALK R/W 3" 11- a 2.0% 1 /-8" CURB 12"± CURB, SEE DETAIL HEREON EXIST. OLIVE ST. btt FLAN PAVEMENT FOR ELEV. (All NOTES 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE RIW, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24") EXTENSION BEYOND THE RIW LINE IS NOT REQUIRED MEN BACK OF WALK IS 600 mm (24') OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mim HEAD (5/8* x 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT V AND 0. CURB FACE IS 8 + 125 rrm (5") AT POINT N AND P. 7. THE 75 mm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE = 2.07. 9. 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. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANOARDPLANI METRIC 151-1 SHEET 2 OF 2 PARKWAY DRAIN PLAN ELEV. 99 4" P.C.C. SIDEWALK 2.07% p > a BUS BAY 8" P.C.C. 1.0% TO 2.7% 6" C. A. B. SIDEWALK CULVERT > t> . . A . > 1 16 Ift-101 im" NN X > [> F.S. DMIL 2 MQUIE]ED QUEB QUAIL 11111=11 4(1 BUSBAY r 8" CURB SEE PLAN /FOR ELEV. 1.5' EXIST. CURB & GUTTER CAI CQUIRUCINN NOTES: CONSTRUCT BUS BAY PER CITY OF FONTANA STANDARD PLAN 1014, MODIFIED. SEE SEC11ON A -A ON SHEET 2. CONSTRUCT CONC. CURB PER CITY OF FONTANA STD. PLAN 1003, MODIFIED. SEE DETAIL 2 ON SHEET 2. CONSTRUCT PARKWAY DRAIN PER A.P.W.A. STD. PLAN 151-1, MODIFIED. SEE DETAIL 1 ON SHEET 2. S=4'. CONSTRUCT 8" CONC. CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1003. CONSTRUCT 6.51* MIN. A.C. OVER 12� MIN. OF 957o COMPACTED NATIVE SUBGRADE. GRATED CATCH BASIN TO REMAIN. ADJUST TO GRADE. REMOVE EXISTING ACCESS RAMP. REMOVE EXISTING CONCRETE CURB AND GUTTER. REMOVE EXISTING CONCRETE SIDEWALK. REMOVE EXISTING A.C. PAVEMENT. CONSTRUCT 4" CONC. PAVEMENT. REMOVE SIGN. ADJUST TO GRADE EXISTING WATER VALVE. CONSTRUCT 6" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1003. CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1005., W=20' CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1005., W=24' CONSTRUCT PARKWAY DRAIN PER A.P.W.A. STD. PLAN 151-1, S=6. REMOVE EXISTING CONCRETE CURB. CONSTRUCT 4" CONC. SIDEWALK PER CITY OF FONTANA STD. PLAN 1015. CONSTRUCT PARKWAY DRAIN PER A.P.W.A. STD. PLAN 151-1, S=5'. SEE PLAN FOR SLOPE. RELOCATE EXISTING LIGHT POST. C.A.B. 6.5" A. C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE. QUAN11TIES 1 EA. L=33' L=21' L=6' AREA=6,419 S.F. 1 EA. 2 EA. L=157' AREA=3,649 S.F. AREA=4,034 S.F. AREA=60 S.F. 2 EA. 2 EA. L=246' 1 EA. 1 EA. L=15" L=164' A A=1, 4 S.F. L=25' 1 EA.