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HomeMy WebLinkAbout3148-1z `9x < I OxOd ,1 0 W a rV ( x �D �0 d- (24 pGp ,,-EXISTING 5' C.L.F. EXISTING R/W� i 1 I I 19 7 �-q . 4-1 s (24 ]J € 3 2' 9 NORTH R/W L 30' EXISTING ROAD EASEMENT GRADE EARTHEN SWALE cr> TO DRAIN(0.25%) + + -I1 V N�9049'20"W � 1 ' IN Q l S� cp I'Vxh �sz�- _ 0 1 2' --------- GATE EX15T 5' C.L.F. t7 O z DETAI L FOR OFFSITE DRAT NAGE 1 "=20' SOUTH R/W I 40 L i� Imo+ - +13, 3 2' / 7.5' G' 1-0.5' EXIST. PAVEMENT 14' 12.G9 TO 324% TYPICAL CR055 SECTION MERRILL AVEN U E NOT TO SCALE STA 12+9 1. 1 6 TO 5TA 15+00.00 T.I.= 9.0 NORTH R/W 30' EXISTING ROAD EASEMENT 4G' ± 13' 32' MAX SOUTH R/W I 7.5'1/ G' IJ1��--0.5' EXIST. PAVEMENT G I 1EF 1 5 2% 2.99 TO 3.90% 3.24 i rY' 1 I 7 I 2 TYPICAL CRO 5 SECTION MERRILL AVENUE NOT TO SCALE 5TA 15+00.00 TO STA I G + G 1.60 T.I.= 9.0 AVE w w AVE AVE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN w v BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS N>> > > �f Lu 2. WHEN A TECHNICAL CONFLICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE MERRILL Q �� u -j Lu N W 0� +� N O a, NO 745 5F QI t- 4 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD 102-C (W=2G')... . . .. . . . . . .. . . . .......... Q Q 5 INSTALL MIN 0. I' AC OVERLAY................................................................... J SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC © SAWCUT EXISTING AC PAVEMENT LF z Lu 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES 70 REMOVE EXISTING AC PAVEMENT................................................................ OU Q ® INSTALL RESIDENTIAL DRIVEWAY PER CITY STD 103 (W= 14') ................................... RANDALL UNLE55 OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. CL/lQ IE 1 285 SF G. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER 1 O TO BE REMOVED.................................................................................. LS D - 3 EA SAN I I PROTECT IN PLACE................................................................................ BERNARDI NO 1�2 TO BE RELOCATED................................................................................ 3 EA 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH 5HALL BE GUARDED BY 103 ADJUST TO GRADE............................................................................... 3 EA Ow C), 3 EA DIV15ION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LE55 THAN FIVE (5) FEET 5HALL 15 CONSTRUCT G" AC BERM . r- Lu Q ................ 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A 16 INSTALL STREET LIGHT PER CITY STD 10 16 (BY OTHERS) ....................................... 2 EA SEPARATE PERMIT FOR THAT PURPOSE. I� FUTURE SIDEWALK PER CITY STD. I O 15 ......................................................... 1 320 SFQI 10. THE LOCATIONS OF UTILITIES 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 ESTIMATE OF QUANTITIES 15 FOR PERMIT PURPOSES ONLY. ELEVATION OF ANY EXISTING UTILITIES, AND THE EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. VALLEY THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 -800-227-2600 TWO WORKING DAYS AVE w w AVE AVE BERNAKDINO VICINITY MAP THOMAS BROS. GUIDE PAGE G05,133 N N.T.S. MEET EXISTING STREET IMPROVEMENT PLANS MERRILL AVE. IN AFN 02 9-19 1-1 15 12 48 /' D. ` � �P I � 2 00 2 GENERAL NOTES N I� I 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS THE CITY OF FONTANA STANDARD PLANS THE 12 EXIST. I-- + + �W�t J = _ �- On MME] z I MM ❑ CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN n Lu nLu ULu BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS N>> > vw PO Lu 2. WHEN A TECHNICAL CONFLICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE O �0 N Lu U W BLVD. N BERNAKDINO VICINITY MAP THOMAS BROS. GUIDE PAGE G05,133 N N.T.S. MEET EXISTING STREET IMPROVEMENT PLANS MERRILL AVE. IN AFN 02 9-19 1-1 15 12 48 /' D. ` � �P I � 2 00 2 GENERAL NOTES N I� I 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS THE CITY OF FONTANA STANDARD PLANS THE 12 EXIST. I-- + + �W�t J = _ �- On MME] z I MM ❑ CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN n Lu nLu ULu BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS N>> > `p0 PO Lu 2. WHEN A TECHNICAL CONFLICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE N Lu �0 N Lu W W oL N W 0� +� N O a, NO 745 5F QI t- 4 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD 102-C (W=2G')... . . .. . . . . . .. . . . .......... -O DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION 2" AC OVER BERM HEIGHT CLEAN SAND 2% VARIES 1.0% a �11�11�1�111�11=-1LI1F1 n1-111-III=III III- "'- _I- 1=III=III=III=uI- III-III=III=III=III III=III=III- III- ,,. _ =III II -"'-III-lil I -III-III ,,,III ISI III ll I�I IIf I�i 111 ��� III ISI lil-III=uI- _ I-L�1-1i1=1i1 �I III =III= =11i=1n=III III SECTION A -A i=1i►=III=111' 11=_ NTS =III=11111j III III IL III 111111= AC CAP DETAIL MEET EXISTING ,& HOT 1N3TALL�1) MAX 2' VARIE50.5' I2. 19 TO 8s29o/o EXISTING GROUND SAWCUT * REMOVEAC TO 1 SMOOTH EDGE f 5 5ECTION F3-13 NTS COLD PLANE 0. 10' AND PROVIDE 0. 10' I 6 AC OVERLAY I MIN O. 10' AC OVERLAY EXISTING AC - - - -Xf PAVEMENT COLD PLANE DETAIL NT5 REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE LJ LI VI\L �v uml J J.7L1 1..11\L _ YOU DIG YOU DIG 12EGOR1� DRAWINC,�'S 4103 (� At TOLL FREE 1-800-227-2900 Q REVISE1=RouTp.4E IMPROVEMENTS // 9/18 MWT A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STA 12+9 1 TO 14+81 DA515 Of BEARING: BASIS OF BEARING IS THE CENTERLINE OF MERRILL AVE BETWEEN THE FD. MON. AT THE CENTERLINE INTERSECTION OF MERRILL AVE * LOCUST AVE AND THE FD. MON. AT THE INTERSECTION OF THE CENTERLINE OF MERRILL AVE * THE NORTHERLY PROJECTION OF THE WEST LINE OF PARCEL 2. THE BEARING IS SHOWN ON PM 6090 FMB G5 PG 45 O.R. A5 N89049'20"W SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. THATCHER ENGINEERING & ASSOCIATES <) 345 5TH STREET, SUITE B �� N REDLAND5, CA. 92374 iiHF (909) 748-7777 FAX (909) 748-7776 LAND PLANNING CIVIL ENGINEERING , -EXq S> LAND5CAPE ARCHITECTURE 5URVEYING "9TH Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 3 1 , 2005 Job No. Date repared e516jne y Drawn Byl Reference No. Incet 56819 10/10/02 M.W.T. JD/JJO 5681981 112 'PAR6F.L MAR NO. 15-ft8 CITY OF FONTANA, CALIFORNIA 55/0, _VIN W. <�� STREET IMPROVEMENT PLANS 3gE I!, rn DRAWN BY: SCALE: MERRILL AVE 12/ I/o5 DESICNEo BY: A.P.N. # 0249-1 9 1 -1 1 , 12 48 DATE 5 SHOWN 411- �� Mwr DR 01 -1 I /CUP 0 I - 1 2 116102 CAL\ F CHECKED BY: APPA BY: DRAWING NO.: I to �� • oz_ 2 KM CITY ENGINEER R.C.E. 51152 EXP. 9 30 01 3 148 CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS CONSTRUCTION NOTES/ESTIMATES Of QUANTITIES OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK," THE CONTRACTOR SHALL I INSTALL G 1/2" AC OVER 12" COMPACTED NATIVE MATERIAL(95%)............................. 386 TONS AC IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 2 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD 1 003 ................................... 320 LF 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 3 CONSTRUCT 51DEWALK PER CITY 5TD. 101 5 .................................................... 745 5F QI 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT 4 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD 102-C (W=2G')... . . .. . . . . . .. . . . .......... 500 5F DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION 5 INSTALL MIN 0. I' AC OVERLAY................................................................... 2G85 SF SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC © SAWCUT EXISTING AC PAVEMENT LF RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7G 10. ................................................................555 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES 70 REMOVE EXISTING AC PAVEMENT................................................................ 4073 SF DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION ® INSTALL RESIDENTIAL DRIVEWAY PER CITY STD 103 (W= 14') ................................... 520 SF UNLE55 OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. O REMOVE EXISTING CONCRETE.................................................................... 1 285 SF G. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER 1 O TO BE REMOVED.................................................................................. LS TRAFFIC CONTROL DEVICES AT ALL TIMES. 3 EA THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 7 CO RA R L R I I PROTECT IN PLACE................................................................................ FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIV15ION OF INDUSTRIAL SAFETY. 1�2 TO BE RELOCATED................................................................................ 3 EA 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH 5HALL BE GUARDED BY 103 ADJUST TO GRADE............................................................................... 3 EA SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE 14 REMOVE EX15TING TREE............................................................... .. . . 3 EA DIV15ION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LE55 THAN FIVE (5) FEET 5HALL 15 CONSTRUCT G" AC BERM . 177 LF AL50 BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. ................ 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A 16 INSTALL STREET LIGHT PER CITY STD 10 16 (BY OTHERS) ....................................... 2 EA SEPARATE PERMIT FOR THAT PURPOSE. I� FUTURE SIDEWALK PER CITY STD. I O 15 ......................................................... 1 320 SFQI 10. THE LOCATIONS OF UTILITIES 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 ESTIMATE OF QUANTITIES 15 FOR PERMIT PURPOSES ONLY. ELEVATION OF ANY EXISTING UTILITIES, AND THE EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 -800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. **PRELIMINARY SECTION: FINAL SECTION TO BE DETERMINED 1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT BY 501 L5 ENGINEER. LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRAN5. 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 PRIVATE ENGI NEER'5 NOTES TO CONTRACTOR AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY 13. CURVE DATA REFERS TO THE FACE OF CURB. PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR 15 TO CONSTRUCT THE WORK TO THE PLAN GRADES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR I G. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT ON THESE DRAWINGS. TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. CONTRACTOR AGREES THAT HE SHALL ASSUME 50LE AND COMPLETE SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. RESPONSIBILITY FOR JOB5ITF CONDITIONS DURING THE COURSE OF THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY 16. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A CONTINUOUSLY AND NOT BE LIMITED NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEfEND, INDEMNIFY AND HOLD MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND EMERGENCY VEHICLES. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING PERFORMANCE OR WORK ON THI5 PROJECT, EXCEPTING FOR ADEQUATE WATERING, AT ALL TIMES. LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES OR THE ENGINEER. PER HOUR. 2 1. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED MELVIN W. THATCHER 111, P.E. RCE 39964 ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT EXP. 12/3 1/05 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 LEGEND EOR 5TREET LIGHTS REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DEN5ITY 15 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 �---� INDICATES I GOOD LUMEN HP5V-5TREET LIGHT NON-CRODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. V (1 50 WATT # 1 5) 30 FT LUMINAIRE HEIGHT 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIMES OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 2G. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EX15TING CONCRETE. GENERAL NOTES FOR STREET LIGHTS 27. THE SEWER CONTRACTOR SHALL STAMP AND "5" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER 1. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED EQUAL, LATERAL. 2. THE LUMINAIRE SHALL CON515T OF COBRA HEAD CUT OFF LENS ON A G FT MAST ARM. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED 15 FT MAST ARM REQUIRED FOR STREET LIGHTED ON TRAFFIC SIGNAL POLE INSTALLATIONS. AND APPROVED. 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS 15 SUBJECT TO 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. APPROVAL OF THE CITY ENGINEER. 3 1, PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE 4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. FEET UNOBSTRUCTED SIDEWALK CLEARANCE REQUIRED BEHIND STREET LIGHT POLE. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS 5. SEE CITY OF FONTANA STANDARD PLAN 101 G. SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. BENCHMARK: 33, ALL MANHOLES, CLEANOUT FRAME5, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING, BEING A DISK STAMPED "513 CO SURV 700-10 1 9G8", LOCATED AT LAUREL AVENUE �- ORANGE 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, WAY, 16 FT EAST AND 143 FT SOUTH OF INTERSECTION, G I FT NORTH OF THE NORTH SIDE AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. F.C.D. CHANNEL, 1.4 MI. EAST OF FONTANA STREET, 125 FT EAST OF ARROW ROUTE, ON 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY TOP OF EAST CURB OF LAUREL AVENUE THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. ELEVATION: 380.3890 m 3G. A5-13UILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL (1247.993 FT) PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DATE I ENGR. I CITY I DATE LJ LI VI\L �v uml J J.7L1 1..11\L _ YOU DIG YOU DIG 12EGOR1� DRAWINC,�'S 4103 (� At TOLL FREE 1-800-227-2900 Q REVISE1=RouTp.4E IMPROVEMENTS // 9/18 MWT A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STA 12+9 1 TO 14+81 DA515 Of BEARING: BASIS OF BEARING IS THE CENTERLINE OF MERRILL AVE BETWEEN THE FD. MON. AT THE CENTERLINE INTERSECTION OF MERRILL AVE * LOCUST AVE AND THE FD. MON. AT THE INTERSECTION OF THE CENTERLINE OF MERRILL AVE * THE NORTHERLY PROJECTION OF THE WEST LINE OF PARCEL 2. THE BEARING IS SHOWN ON PM 6090 FMB G5 PG 45 O.R. A5 N89049'20"W SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. THATCHER ENGINEERING & ASSOCIATES <) 345 5TH STREET, SUITE B �� N REDLAND5, CA. 92374 iiHF (909) 748-7777 FAX (909) 748-7776 LAND PLANNING CIVIL ENGINEERING , -EXq S> LAND5CAPE ARCHITECTURE 5URVEYING "9TH Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 3 1 , 2005 Job No. Date repared e516jne y Drawn Byl Reference No. Incet 56819 10/10/02 M.W.T. JD/JJO 5681981 112 'PAR6F.L MAR NO. 15-ft8 CITY OF FONTANA, CALIFORNIA 55/0, _VIN W. <�� STREET IMPROVEMENT PLANS 3gE I!, rn DRAWN BY: SCALE: MERRILL AVE 12/ I/o5 DESICNEo BY: A.P.N. # 0249-1 9 1 -1 1 , 12 48 DATE 5 SHOWN 411- �� Mwr DR 01 -1 I /CUP 0 I - 1 2 116102 CAL\ F CHECKED BY: APPA BY: DRAWING NO.: I to �� • oz_ 2 KM CITY ENGINEER R.C.E. 51152 EXP. 9 30 01 3 148