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Home My WebLink About2913-1MIN: U11 �EFXKEZM�m m mm IAL BEFORE DAYS BEFORE - YOU DIG I YOU DIG FLI I A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF FONTANA STRECr,,,.,T IMPROVEMENT PLANS FOR WALNUT AVENUE WEXISTING --OAK 8�'RRdQ- �- - SCHOOL SITr rapCT 16046 I N 89' 7'05 W 13 2.6 I - I A_P.N.. Sheet 3 0 1 220-10 -1- 07 I1 �� o co it I { w wW. N { P i o o z) ;� I Sheet 2 110 Z I �i i A PAI. I I 228--P-1-07' I' I - - N 89'48'51 " W 1323.00'N � CONSTRUCTION NOTES R/W VICINITY 17M I pct Location _ 43' 43' I 205_�_ FUTURE ' SIDEWALK t 8' VARIES 0.5-7.5' i LEVEL LINE # 1 2% Q - = - 20' 18' VARIES 0.5'-7.5' - LEVEL LINE #2 8' `� `n FUTURE 0 0 SIDEWALK ---- 29% 2 i r-rm �a000 FUTURE TYPICAL SECTION INDEX MAP WALNUT STREET — 86'R /W SCALE: i•=zoo• N.T.S. R/W 1Q --CONSTRUCT 4.0" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE SOIL. -1,502 TONS (see general notes no. 31 & 32) 2 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 46 LF 3 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 1 EA 4 INSTALL STOP & STREET SIGN PER CITY STD. NO. 139 2 EA �--- REMOVE EXISTING CHAIN LINK FENCE 140 LF 6 REMOVE EXISTING TREE & STUMP 2 EA 0__ REMOVE EXISTING BLOCK WALL 78 1F O8 -- PROTECT IN PLACE 9�— INSTALL 2" PVC–SCH 40 (WHITE) IRRIGATION SLEEVE (24" BELOW AC PAVEMENT). 692 LF 10 INSTALL 6" PVC–SCH 40 (WHITE) IRRIGATION SLEEVE (24" BELOW AC PAVEMENT). 152 LF BENCHMARK QoF E SS i oNq SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT oho J• q< <+� CALTRANS BENCHMARK NO. 8-17 �C COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ,�`� �`� 9�,1 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� z 343' N/0 HIGHLAND AVE., 0.2. Mi. W/0 SAN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO W No. 36052 � SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ar Exp.s 30 2004 HIGHLAND AVE. FROM SIERRA AVE. STANDARDS IN EFFECT. `P�qCIVIL �P . F ,Fc�? ELEVATION: 1428.6090 of CAS t R/W i R/W 1 - I 43' 43' I 21' 22' 22' 21 16' 6' 6'1 16' FUTURE MEDIAN APPROXIMATE 2' S' S' 2' EXISTING GROUND toLEVEL LINE #1 N o " /__� I LEVEL LINE #2 - -- LN 2% .� 5 �� 2:1 1 1 2:1 INTERIM TYPICAL SECTION- WALNUT STREET — 86' R/W N.T.S. BEARINGS SHOWN ON THESE PLANS ARE BASED ON THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 35, T1 N, R6W, SBM, AS SHOWN ON RECORD OF SURVEY 108/13-27, O.R. BEING: N 0' 12'46" E �1 Prepared Under The Supervision Of : CITY' QF FONTANA, CALIFORNIA ALLARD EIVGWEEFING EST MWROVWAENT PLANS Civil Engineering - Land Planning 8253 Sierra Avenue DRAWN BY: SCALE: Fontana, California 92335 DEA/OBW/CGR AS SHOWN (909) 356-1815 Fox (909) 356-1795 DESIGNED BY: WALNUT AVMNVWM DAZE: DBW h✓ 3 •% % - ii 1 CHECKED BY: DRAWING N4.: RD .� o Raymond J. Allard RCE 36052 Date Ym ACTING C TY E GINEER R.C.E. 51 52 Filename: M:\DWG\14903\WALNUT\WALNUT-1.DWG Et; NOTES 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN CITY OF FONTANA STANDARD DETAILS. BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 26 ALL EXPOSED CONCRETE SURFACES SHALLCONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY CURB AT THE LOCATION OF THE SEWER LATERAL. REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE' STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. CITY ENGINEER. • 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA APPROVED PRIOR TO PAVING OF STREETS. COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC PAVEMENT PRIOR TO PLACEMENT. RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS 32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL OTHERWISE DIRECTED, BY THE CITY TRAFFIC ENGINEER. FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL APPROVAL UPON COMPLETION OF ROUGH GRADING. TIMES. 33 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH OF PAVING. FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES T0' FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE EXISTS FOR GROUND MOVEMENT. SATISFACTION OF THE CITY ENGINEER. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF 36 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE WAY WITHOUT OBTAINING A .SEPARATE PERMIT FOR THAT PURPOSE. ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 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 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. C" OF FONTANA, Lff LITY N071MATION LIST 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY CITY OF FONTANA PACIFIC BELL CO. COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, 8353 SIERRA AVENUE 3939 E. CORONADO STREET RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. FONTANA, CA. 92335 ANAHEIM, CA. 92807 ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR (909) 350-6632 (714) 666-5467 TO WORK AROUND THEIR FACILITIES. SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER ATTN: DENNIS FREEMAN (800) 227-2600 MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR 1981 W. LUGONIA AVENUE SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE REDLANDS, CA. 92374 COMCAST ( CABLE TV ) -f OPERATION AND WATER REQUIREMENTS. (909) 335-7547 ATTN: JACK HAYES IRA EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. r151700 -J3 13 CURVE DATA REFERS TO THE FACE OF CURB. ONTARIO, CA. 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE 300 N. PEPPER AVENUE OTHERWISE NOTED. RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY 909 820-5598 - UNDERGROUND ATTN: STEVE HOCK 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE 213 637-1233 - PIPELINES ONTARIO, CA. 91766 PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 909 357-6223 - DISTRIBUTION (800) 422-4133 PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING 800 422-4133 FONTANA WATER COMPANY DURING CONSTRUCTION. CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. McGRAW 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, ATTN: BILL VANDERKIEFT, JR. 8440 NUEVO AVENUE FONTANA CA. 92235 MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE (619) 868-6040 (909) 822-2201 CITY ENGINEER. FAX: (909) 823-5046 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, 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 NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE SHEET INDEX MAP ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. TITLE SHEET-.-----_--_--- --- __ SHEET 1 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND PLAN AND PROFILE STATION 10+00.00 TO 17+00.00-- SHEET 2 BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED PLAN AND PROFILE STATION 17+MQO TO 25+00.00-- SHEET 3 AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY SIGNING AND STRIPING------- �_.. - - - - - - _ SHEET 4 VEHICLES. DETOUR PLAN_-----------------_ SHEET 5 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20 ALL GRADING OPERATIONS ' SHALL BE DISCONTINUED WHEN 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 EARTHWORK QUANTITIES (RAW) THE CITY INSPECTOR. CUT: 1,896 C.Y. FILL: 362 C.Y. 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION 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 NONERODEABLE SWALES rmwpIN(, nR I FAVIN(; IIUPRnVFMFNTq MIN: U11 �EFXKEZM�m m mm IAL BEFORE DAYS BEFORE - YOU DIG I YOU DIG FLI I A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF FONTANA STRECr,,,.,T IMPROVEMENT PLANS FOR WALNUT AVENUE WEXISTING --OAK 8�'RRdQ- �- - SCHOOL SITr rapCT 16046 I N 89' 7'05 W 13 2.6 I - I A_P.N.. Sheet 3 0 1 220-10 -1- 07 I1 �� o co it I { w wW. N { P i o o z) ;� I Sheet 2 110 Z I �i i A PAI. I I 228--P-1-07' I' I - - N 89'48'51 " W 1323.00'N � CONSTRUCTION NOTES R/W VICINITY 17M I pct Location _ 43' 43' I 205_�_ FUTURE ' SIDEWALK t 8' VARIES 0.5-7.5' i LEVEL LINE # 1 2% Q - = - 20' 18' VARIES 0.5'-7.5' - LEVEL LINE #2 8' `� `n FUTURE 0 0 SIDEWALK ---- 29% 2 i r-rm �a000 FUTURE TYPICAL SECTION INDEX MAP WALNUT STREET — 86'R /W SCALE: i•=zoo• N.T.S. R/W 1Q --CONSTRUCT 4.0" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE SOIL. -1,502 TONS (see general notes no. 31 & 32) 2 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 46 LF 3 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 1 EA 4 INSTALL STOP & STREET SIGN PER CITY STD. NO. 139 2 EA �--- REMOVE EXISTING CHAIN LINK FENCE 140 LF 6 REMOVE EXISTING TREE & STUMP 2 EA 0__ REMOVE EXISTING BLOCK WALL 78 1F O8 -- PROTECT IN PLACE 9�— INSTALL 2" PVC–SCH 40 (WHITE) IRRIGATION SLEEVE (24" BELOW AC PAVEMENT). 692 LF 10 INSTALL 6" PVC–SCH 40 (WHITE) IRRIGATION SLEEVE (24" BELOW AC PAVEMENT). 152 LF BENCHMARK QoF E SS i oNq SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT oho J• q< <+� CALTRANS BENCHMARK NO. 8-17 �C COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ,�`� �`� 9�,1 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� z 343' N/0 HIGHLAND AVE., 0.2. Mi. W/0 SAN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO W No. 36052 � SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ar Exp.s 30 2004 HIGHLAND AVE. FROM SIERRA AVE. STANDARDS IN EFFECT. `P�qCIVIL �P . F ,Fc�? ELEVATION: 1428.6090 of CAS t R/W i R/W 1 - I 43' 43' I 21' 22' 22' 21 16' 6' 6'1 16' FUTURE MEDIAN APPROXIMATE 2' S' S' 2' EXISTING GROUND toLEVEL LINE #1 N o " /__� I LEVEL LINE #2 - -- LN 2% .� 5 �� 2:1 1 1 2:1 INTERIM TYPICAL SECTION- WALNUT STREET — 86' R/W N.T.S. BEARINGS SHOWN ON THESE PLANS ARE BASED ON THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 35, T1 N, R6W, SBM, AS SHOWN ON RECORD OF SURVEY 108/13-27, O.R. BEING: N 0' 12'46" E �1 Prepared Under The Supervision Of : CITY' QF FONTANA, CALIFORNIA ALLARD EIVGWEEFING EST MWROVWAENT PLANS Civil Engineering - Land Planning 8253 Sierra Avenue DRAWN BY: SCALE: Fontana, California 92335 DEA/OBW/CGR AS SHOWN (909) 356-1815 Fox (909) 356-1795 DESIGNED BY: WALNUT AVMNVWM DAZE: DBW h✓ 3 •% % - ii 1 CHECKED BY: DRAWING N4.: RD .� o Raymond J. Allard RCE 36052 Date Ym ACTING C TY E GINEER R.C.E. 51 52 Filename: M:\DWG\14903\WALNUT\WALNUT-1.DWG Et;