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Home My WebLink About3391-13 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. F"'RONM E BEECH A_rv_rENU7P__], 1"0" E LTYTTLE CREEK l 4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR JAIME AMES CUA ATTN: JACK HAYES OTHERS) VALVE OPERATION AND WATER REQUIREMENTS. 14----- CONST. 11' X 9' CAST—IN—PLACE REINFORCED 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE FONTANA, CA 92335 7951 CONCRETE SINGLE BOX PER DETAILS ON SHT. 6 664 LF 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 5 CONST. 13' X 6' CAST—IN—PLACE REINFORCED FAX. (909) 823-5046 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO IMPLEMENTING DETOURS. 5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM, THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT I I I ENG NEER NG DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL , BE REQUESTED AT LEAST — O WORKING SAYS PRIOR TO THE START OF ANY WORK IN PUBLIC CITY OF RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 6 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. PHASE 2 DWG. NO. 321 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. PHASE 2A 8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SHEET 2 3 EXCAVATIONS 3SUMMIT AVE. THE WALLS AND FACES OF ALL GREATERTHAN FIVE 5 FEET IN SHALL BE GUARDED w „:. . u, ..,. BY SNORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF ,. s THE DIVISION;0 INDUSTRIAL t, HF SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET ,t,€ �YTLE CREEK KNOX AVE: SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.PVAAROAD A'St 10 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A P C s d SEPARATE PERMIT FOR THAT PURPOSE. INDEX MAP Y; r 11 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HOWEVER IT #., qqqq��. S S ` NT SHALL BE THE RESPONSIBILITY OF THE ONTRACT O E ERMINE IN T E FIELD THE TRUE LOCATI N AN C_ ORT D T_ , H , O D 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. 12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT CONSTRUCTION NOTES AND QUANTITYESTIMATES 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.—DESCRIPTIONQUANTITIES 13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE CITY OF FONTANA SO. CALIFORNIA EDISON COMPANY COMCASTCABLE TV UP TO STA. 559+40 CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR ATTN: JAIME AMES CUA ATTN: JACK HAYES OTHERS) VALVE OPERATION AND WATER REQUIREMENTS. 14----- CONST. 11' X 9' CAST—IN—PLACE REINFORCED 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE FONTANA, CA 92335 7951 CONCRETE SINGLE BOX PER DETAILS ON SHT. 6 664 LF 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 5 CONST. 13' X 6' CAST—IN—PLACE REINFORCED FAX. (909) 823-5046 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR (909) CONCRETE SINGLE BOX PER DETAILS ON SHT. 6 — 28 TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 6 CONST. 12' X 9' CAST—IN—PLACE REINFORCED RCE 62189/ EXP. 9-30-0)5 PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. ATTN. ALAN KESELOFF CONCRETE SINGLE BOX PER DETAILS ON SHT. 6 220 Lt 1 6 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS 7 CONST. z MANHOLE—CONCRETE BOX STORM DRAIN PER A.P.W.A. STD. 323-1 3 EA ., 357-6589 DISTRIBUTION WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. CONST. JUNCTION STRUCTURE—PIPE TO RCB, PER A.P.W.A. STD. 333-1 2 EA 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS MONUMENT , 9---- CONST. — JUNCTION STRUCTURE PIPE TO RCB, PER A.P.W.A. STD. — 334 1 1 EA TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, _ t SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION HALL BE REPLACED. E E S ON S 10 �— CONST. TRANSITION STRUCTURE—SINGLE RCB TO THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO SINGLE RCB PER A.P.W.A. STD. 341-1 , 1 'EA MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 12 CONST. „ „ PIPE CLOSURE TYPE A PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. S.P. 176 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A "B" MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS 13 y�� CONST. PIPE CLOSURE TYPE PER SAN BERNARDINO COUNTY FLOOD AND EMERGENCY VEHICLES. CONTROL DISTRICT STD. S.P. 176A X, :y — 15 CONST. 72" R.C.P. D—LOAD PER PLAN. — 19 THE E CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 16 CONST. 24" R.C.P. D—LOAD PER PLAN. 22 LF t 20 THE CONTRACTOR SHALL NOT CRUSE ANY EXCAVATED MATERIAL, M� S1LT OR DEBRIS S TOBEDEPOSIT D � CONST. 36 R.C.P. D LOAD PER PLAN. f 86 LF ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT CONST. CONCRETE COLLAR PER A.P.W.A STD. 380-2 { t. 2 EA PRIOR WR'1TTEN APPROVAL.18 20 CONST. JUNCTION STRUCTURE—PIPE TO PIPE PER A.P.W.A. STD. t 331-2 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PR;OR APPROVAL OF THE CITY INSPECTOR. 25 CONST. CMP RISER PER O.C.E.M.A. STD. NO. 1327 22 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 27 PROTECT EXISTING IMPROVEMENTS IN—PLANE , — OBTAINED. 23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET 28 CONST, 30R.C.P. D LOAD PER PLAN. 1, PROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON—ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 2`5 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY' WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. CITY OF FONTANA UTILITY NOTIFICATION LIST 26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND 225 LF 135 LF 889 LF 135 LF 460 LFQ 680 LF 2 EA 1 5 EA 1 EA 3 EA 2 EA 3 EA *CONTRACTOR a STRAP DOWN THE EX. 8" GAS LINE DURING e • • 9' USING e 2X4 AND STRAPNYLON OR APPROVED EQUAL AS RECOMMENDED BY THE i •CO.No SHORtNG IS REQUIRED KOMI CIATT"111,801MAN 24' TO 32' 17' 8' 1 7' 5' STAGING AREA . PROP.CONC. CURB & GUTTER F I PROP. AC PROP. AC EXIST. CONIC. PAVEMENT PAVEMENT SIDEWALK 2 EA 3 EA 1 EA 1 EA SHORING REQUIRED COVER VARIES FROM TO 17 OVER RICE PROP. MED.CURB 2 EA 2 EA 25" WATER :, ��— EXIST. CONIC. 72 LF 72 LF FUTURE B" SEWER 114'fti —(' 18' CURB &GUTTER EX. SEWER PROP. EXIST. 17"— 25" 46 LF 68 LF RCB EXI T. B" GAS @ 30" COVER WATER BACKFILL WITH NATIVE MATERIAL (8' TO 20' FROM RCB CL) NOT TO EXCEED 6" IN DIAMETER 1 5' 10,± 79 LF 165 LF PER GREEN BOOK SECTIONS", —SN RING;ILL 1 EA 3 EA 300-3.5.1 & 300-7.4 T ,TOT FEST( 11 L1T1G5 1 PLACE. 1 EA 1 EA RCB OVER 1' VARIES 14' 28' SCARIFIED NATIVE 2 EA 2 EA MATERIAL RCB TRENCH D E SUMMIT AVENUE TYPICAL SECTION 60 LF 60 LF HORIZ: 1 " = 20' VERT: 1 " = 10' � ' e "' e y e !' • " e! e• ' ' e e' e e e Do I Rill ' e- ' e -1 e' e !► e j ! ! e � ! 'e' ! •, 01 •. e- e e e e' 34 MINIMUM D -LOAD FOR STORM DRAIN PIPE IS 1350. REV REVISION DESCRIPTION DATE ENGR. _ CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS T 1 REVISED GAS, WATER & SEWER LINES .I° • . COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ADDED ELECTRICAL LINE AND ct= SD CONNECTIONS SHOWN HEREONAND CARRIED FORTH IN A DILIGENTMANNER, A Ei , DIAL TWO WORKING 7—,5 1- THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BEFORE'DAYS BEFORE �1 Y IYOU IDIS BRING THEM INTO CONFORMANCE WITH ONDITION AND TOLE FREE 1-800-227-2604 PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. BENCH ARI{ $-17 CALTRANS BASIS OF BEADINGS: VICINITY MAP NTS 1:1 LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CITY OF FONTANA SO. CALIFORNIA EDISON COMPANY COMCASTCABLE TV SEC. 26, TOWNSHIP 1 NORTH, RANGE 6 WEST CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. ATTN: CARLOS NAVARRO ATTN: JAIME AMES CUA ATTN: JACK HAYES \ 8353 SIERRA AVENUE (909) 357-6581 1205 DUPONT AVENUE FONTANA, 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE FONTANA, CA 92335 7951 REDWOOD AVENUE ONTARIO, CA. 91761 CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. (909) 350-6632 FONTANA, CA. 92335 (909) 390-4736 EXT. 3055 FAX. (909) 823-5046 10601 CHURCH STREET, STE. 107 (909) 820-5598 UNDERGROUND 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, SQ. CALIFORNIA GAS COMPANY (909) 820-5137 TRANSMISSIONS RCE 62189/ EXP. 9-30-0)5 INSPECTED AND APPROVED. ATTN. ALAN KESELOFF (213) 637-1233 PIPELINES PACIFIC BELL CO. 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 16231 VALLEY BLVD. FONTANA, CA. 92335 (909) 357-6589 DISTRIBUTION ATTN: VIRGINIA BECKER 3939 E.CORONADO STREET (909) 335-7781 (800) 227-2600 ANAHEIM, CA 92807 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. EMERGENCIES• Q nN 427 2200 (714) 666-5467 � ' e "' e y e !' • " e! e• ' ' e e' e e e Do I Rill ' e- ' e -1 e' e !► e j ! ! e � ! 'e' ! •, 01 •. e- e e e e' 34 MINIMUM D -LOAD FOR STORM DRAIN PIPE IS 1350. REV REVISION DESCRIPTION DATE ENGR. _ CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS T 1 REVISED GAS, WATER & SEWER LINES .I° • . COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ADDED ELECTRICAL LINE AND ct= SD CONNECTIONS SHOWN HEREONAND CARRIED FORTH IN A DILIGENTMANNER, A Ei , DIAL TWO WORKING 7—,5 1- THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BEFORE'DAYS BEFORE �1 Y IYOU IDIS BRING THEM INTO CONFORMANCE WITH ONDITION AND TOLE FREE 1-800-227-2604 PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. BENCH ARI{ $-17 CALTRANS BASIS OF BEADINGS: VICINITY MAP NTS 1:1 SLOPE OR GREATER CRAWFORD CANYON MUTUAL WATER CO. 31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY SEC. 26, TOWNSHIP 1 NORTH, RANGE 6 WEST ATTN: BILL VANDERKIEFT, JR, THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. FONTANA WATER COMPANY (619) 868-6040 \ ASN: AL KRQHN DATION: 1428.6090 GRANULAR BEDDING FROM 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, 8440 NUEVO AVENUE SELECTED TRENCH SIDE " yy MME AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. FONTANA, CA 92335 UNDERGROUND SERVICE ALERT (909) 822-2201 EXT. 323 (800) 227-2600 . No, 68183 33 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL FAX. (909) 823-5046 10601 CHURCH STREET, STE. 107 PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. A91730 RANCHOPHONE(09) � ' e "' e y e !' • " e! e• ' ' e e' e e e Do I Rill ' e- ' e -1 e' e !► e j ! ! e � ! 'e' ! •, 01 •. e- e e e e' 34 MINIMUM D -LOAD FOR STORM DRAIN PIPE IS 1350. REV REVISION DESCRIPTION DATE ENGR. _ CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS T 1 REVISED GAS, WATER & SEWER LINES .I° • . COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ADDED ELECTRICAL LINE AND ct= SD CONNECTIONS SHOWN HEREONAND CARRIED FORTH IN A DILIGENTMANNER, A Ei , DIAL TWO WORKING 7—,5 1- THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BEFORE'DAYS BEFORE �1 Y IYOU IDIS BRING THEM INTO CONFORMANCE WITH ONDITION AND TOLE FREE 1-800-227-2604 PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. BENCH ARI{ $-17 CALTRANS BASIS OF BEADINGS: VICINITY MAP NTS 1:1 SLOPE OR GREATER tS SOUTH LINE OF THE NORTHEAST QUARTER OF OR ADEQUATE SHORING SEC. 26, TOWNSHIP 1 NORTH, RANGE 6 WEST AVE., 0.20 MI. W/O SAN SEVAINE RD., SAN BERNARDINO MERIDIAN SHOWN AS 2.65 MI. W. ALONG HIGHLAND AVE., 90% COMPACTED BACKFILL1t \ NATIVE 3 MAX. SIZE DATION: 1428.6090 GRANULAR BEDDING FROM RECORDS OF SAN BERNARDINO COUNTY. SELECTED TRENCH SIDE " yy MME PREPARED IN THE OFFICEOF MATERIAL (1 MAX. SIZE). MADOLE AND ASSOCIATES, INC. }6" MIN. III III 8 MAX. Uj I1. 1I 111 111 a N III w — °- I I I c III --III III= �4 111-111_= STORM DRAIN PIPE o.s'D' GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. TRENCH DETAIL NOT TO SCALE NOTES: WIDTHe BE a 'e ! 4. COMPACTIONe BE 90ALL OTHERWISETO TOP OF PIPE ZONE. ZONES UNLESS . TRENCH ! ' • - - ., a FG RM CLASSSHALL HAVE ADEQUATE SHORtING. TO CAL—OSHA REQUIREMENTS. 3. AGG.BASE ALL TRENCHES LESS THAN e• ' IN LENGTH. EARTHWORK QUANTITIES LEGEND TOTAL CUT = 20,000 CY OH OVERHEAD UTILITY a CUT (BOX ONLY) = 6,800 CY FIS FIOOWOLt EURGUTTERI !HE BAS I OF BEARINGS FOR THIS MAP IS THE BRASS CAP IN CONCRETE S.C.E. tS SOUTH LINE OF THE NORTHEAST QUARTER OF TOWER LEG,343 N/O HIGHLAND SEC. 26, TOWNSHIP 1 NORTH, RANGE 6 WEST AVE., 0.20 MI. W/O SAN SEVAINE RD., SAN BERNARDINO MERIDIAN SHOWN AS 2.65 MI. W. ALONG HIGHLAND AVE., N 89°37'36" W ON A MAP FILED IN BOOK 88 FROM SIERRA AVE. PAGES 36 THROUGH 42, INCLUSIVE, OF SURVEY, DATION: 1428.6090 RECORDS OF SAN BERNARDINO COUNTY. Prepared Under The Supervision Of : yy MME PREPARED IN THE OFFICEOF MADOLE AND ASSOCIATES, INC. . No, 68183 10601 CHURCH STREET, STE. 107 A91730 RANCHOPHONE(09) � Expe 9-0-05 P948- �131 Fp�CAL- Date : f RCE 62189/ EXP. 9-30-0)5