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HomeMy WebLinkAbout3781-1 GENERAL NOTESCITY OF FONTANA BASEUNE ROAD 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, NE CONTRACT PROVISIONS AND CITY OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDSONSITE & OFFSITE ? FONTANA cm 41 SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. _ z ? O 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST 14 NE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO e Fc PRECEDENCE PROVISIONS 14 NE "GREEN BOOK". THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID C NFUCT TO NE CITY ENGINEER STREET IMPROVEIVIENIT PLANS < l FOR RESOLUTION. ////ll/A8/lU//�i�S.,.. RAYMOIM] CT 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. .,��/// MILLER � AVENUE 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING FOR PROJECT ' , DIVISION PRIOR TO NE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR SITE Z TO NE START OF ANY WORK IN PUBUC RIGHT-OF-WAY WITHIN THE CITY U NITS. CALL (909) 350-7610. 1- V) 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OFTRACT 16482 BENCH MARK: cn 'IC La, LaJ o CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERNASE DIRECTED BY THE CITY TRAFFIC ENGINEER. BENCH MARK #255 9/67 6. IT SHALL BE NE RESPONSIBIUTY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES P I FCG R V EcommuNITY E & MIR31 PK NAIL WEST END SWCR N FOOTHILL OD BOULEVARD AT ALL TIMES. i 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN �- 1 t--1 til I �.I J I I� I BASIS OF BEARINGS: COUNTY OF SAN BERNARDINO DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. �,/� 41 - l 1 _ -_-, d I -r. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPN� OF _ I i I . W CENTERLINE OF MILLER AVENUE SHOWN AS N.89.46'44•E THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE Aji L �I� CT I �� PER TRACT MAP NO. 13744 M.B. 213/49-SO VICINITY MAP OF CAUFORNIA. TRENCHES LESS THAN AVE (5) FEET SHALL ALSO BE GUARDED WHEN NE POTENTIAL EXISTS FOR GROUND MOVEMENT. i Cit _ 15- , II NTS 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING SEPARATE PERMIT FOR THAT ,® 1 ` SHEET 6 PURPOSE. �+_ I 8 7 6 5 4 3 2 1 SHEET INDEX 10. NE LOCATIONS OF UTILITIES SHOWHAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE NE M RESPONSIBIUTY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING MUTES, Lk W AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. NE CONTRACTOR SHALL CONTACT UNDERGROUND SERV CE Z I w °r° S NO.HEET DESCRIPTION ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. / I W �Q.- 9 RAMONA 1 AVENUE �,�1 CO _ 1 of 7 TITLE SHEET 11. NE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO. GAS, - RA► Q , I �'` .� TELEPHONE, ELECTRK:, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESDC WATER, RECLAIMED WATER, SEWER, STORM AVENUE I- / 5 ....... . 2 of 7 SECTIONS AND DETAILS DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK \ c• 3 of 7 STREET IMPROVEMENT PLANS FOR MILLER AVENUE AROUND THEIR FACTURES. • ~ 10 I- H 4 of 7 STREET IMPROVEMENT PLANS FOR LOCUST AVENUE 12. NE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. • ~ I W I 29 30 31 32 33 34 ® a U 5 of 7 STREET IMPROVEMENT PLANS FOR ASPEN AVENUE, GROVE WAY AND 1MWAMS ROAD <c'� CONTRACTOR SHALL COORDINATE WITH NE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. i- • I I 11 07 0 oQ(�T � � N 6 of 7 STREET IMPROVEMENT PLANS FOR GROVE WAY, LAGUNA PLACE AND RAMONA AVENUE 13. CURVE DATA REFERS TO NE FACE OF CURB. TRACT 7 of 7 STREET IMPROVEMENT PLANS FOR ASPEN AVENUE 14. STATIONING REFERS TO NE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 1 I 11 . 12 ' -4 • SHEET 6 _� ` 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE CITY TO ENABLE THE CONTRACTOR TO CONSTRUCT NE WORK TO W I 28 27 26 25 24 23 22 r THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL 13 I -. Z o CONSTRUCTION NOTES EST. QUANTITIES STAKING DURING CONSTRUCTION. 1 I a 16. NE CONTRACTOR SHALL NOT DISTURB EXISTING MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO 11 U 1 II \ �� - 0 CONSTRUCT 4.5' MIN. A.C. OVER 12' MIN. NATIVE MATERIAL COMPACTED TO 95% NE CITY ENGINEER. _ I - - 14 LAG . : PLACE (SEE GENERAL NOTES 31 AND 32) 5,948 SF 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, • r _ - O2 CONSTRUCT 4' MIN. A.C. OVER 12" MIN. NATIVE MATERIAL COMPACTED TO 95% SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR UCENSED LAND SURVEYOR. SURVEY MONUMENTS NAT WILL BE DESTROYED ASI I �I (SEE GENERAL NOTES 31 AND 32) 48,336 SF ' - A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION LF SO NAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF NE MONUMENT. w HEET 5 4© CONSTRUCT 6' CURB AND GUTTER PER CITY STD PLAN NO. 1003 2,2CONSTRUCT 8" CURB AND GUTTER PER CITY STD PLAN NO. 1003 74 LF I 15 Z A'�' # O CONSTRUCT 8' TO 6• CURB TRANSITION 100 LF II � 21 18. NE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A 1MNIMU M OF TWO 12-FOOT i 16 17 I� 18 19 20 j4ô51-15 0s CONSTRUCT 8' MODIFIED CROSS GUTTER PER CITY STD DETAIL 104 4 EA LANES SHALL BE MAINTAINED AT ALL TIMES IN NE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEFMCLES. Q 0 CONSTRUCT SIDEWALK PER CITY STD PLAN NO. 1015 22,190 SF 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL INCLUDING ADEQUATE WATERING, AT ALL , \ IN._ L., 0 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY STD PLAN NO. 1006 7 EA TIMES. J , j -- - • O CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD PLAN NO. 1005A 36 EA • ✓'" INSTALL STREET UGHT PER STREET UGHT PLANS 8 EA - 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. - MILLER _ - AVENUE 1 / m INSTALL STREET NAME PER CITY STD. PLAN NO. 139 6 EA _ - 12 CONSTRUCT LOCAL DEPRESSION (CASE PER PLAN) PER APWA STD DETAIL, PLAN NO 313-1 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBUC OR PRIVATE ----- ri.. - 4 _PROPERTY ADJACENT TO THE RIGHT OF WAY DUIRING CONSTRUCTION WITHOUT PRIOR WKRITTEN APPROVALON SHT 2 8 EA _ M j ® CONSTRUCT BARRICADE PER CITY STD 118 80 LF 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF NE CITY INSPECTOR. I IDX L E - �_L'-1' 111---7--/t- -L 14 CONSTRUCT 8' AC BERM PER CITY STD PLAN NO. 136 202 LF i 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE , SHEET 3 16 EXISTING POWNERPOLE TO BE REMOVED BY SCE _ - 8 EA I RE-WORKING OF THAT PORTION OF NE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. , I O TR4CT 3298 EXISTING FIRE HYDRANT TO RELOCATED 1 EA 24. CARE SHOW) BE TAKEN TO PREVENT GRADES, DITCHES, AND SV/ALES FROM UNDERMINING STREET IMPROVEMENTS. UPON _I- -- II -I 18 EXISTING TELEPHONE CONTROL BOX TO BE RELOCATED 1 EA INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING ( r I i I I 0 EXISTING SIGN TO BE RELOCATED _ 3 EA IMPROVEMENTS. ' ' OWNER 20 EXISTING CONCRETE STRUCTURE TO BE REMOVED 1 EA 25. THE FINAL LOCATION AND VADTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND , -- 4 - - ® EXISTING POLE WITH STREET LIGHT TO BE REMOVED 1 EA SHALL CONFORM TO NE CITY OF FONTANA STANDARD DETAILS. PRIVATE ENGINEERS NOTICE TO CONTRACTORS K. HOVNANIAN FORECAST HOMES 22 ,INSTALL STREET LIGHT 16,000 LUMEN PER STREET UGHT PLAN 5 EA SHELLY JORDAN NE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY P I SENIOR LAND PLANNING MANAGER ® CONSTRUCT 6.5' MIN. A.C. OVER 12• MIN. NATIVE MATERIAL COMPACTED TO 95X 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR ANI) FINISH TO MATCH EXISTING CONCRETE. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, - 110 - _ 4240 E. JURUPA STREET, SUITE 402 (SEE GENERAL NOTES 31 AND 32) 27,878 SF 27. THE CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LITERAL INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL ONTARIO, CA. 91761 24 NOT USED APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS; AND THAT THE I I PHONE 909-937-3270 ® COLD PLANE 0.10' DEEP AND CONSTRUCT 0.10' MIN THK AC OVERLAY TO EXISTING CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD NE OWNER AND NE ENGINEER FAX: 909-390-5686 I I I CENTERLINE SURFACE, PER DETAIL ON SHEET 2 6,860 SF 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. HARMLESS FROM ANY AND ALL UABIITY, REAL OR ALLEGED, IN CON CRON WITH THE I CELL: 909-772-7818 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTFOR LIABILITY ARISING FROM THE 26 CONSTRUCT 4• THK PCC 1,550 SF ING I el 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. IQ SAWCUT AND REMOVE DOSING AC PAVEMENT 783 SF 0 CONSTRUCT 6• CURB.PER CITY STD PLAN NO. 1003 19 LF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. UNDERGROUND UTILITIES & STRUCTURES ----1 - 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF NE CITY ENGINEER AS NE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTIES OR STRUCTURES SHOWN IN I 1 UTILITY PURVEYORS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF NE ROADWAY SUBGRADE. NESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO NE BEST OF OUR `1 I KNOIM.EDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. _ II -.- SAN GABRIEL WATER CO. PACIFIC BELL LEGEND: 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE 1 - RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF MUTES SHOWN AND IS RESPONSIBLE FOR THE PROTECTION OF, ANI) ANY DAMAGE TO • :.^ _ -V7.'"4".:--- --''''';`;:••,---•„ , 1142 GAREY AVE. 3939 E. CONORADO ST., 2nd FLOOR •- -�s�M e ,��:;-:,:. CA�92807 II EL ANAHEIM, HP HIGH POINT ROADWAY SLNWGRADE. THESE LINES OR STRUCTURES. - � II •, �ft T 3•`: � �w„'� .t°. ATTENTION:CA LACK SINE I L ..� ATTENTION: LARRY SIGNNGO TC TOP OF CURB ELEVATION AC PAVEMENT 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINSHEIl GRADE BY THE PAVING CONTRACTOR 1 I _ 7 ` , - =7?:!'•'' TELEPHONE (626) 448-6183 TELEPHONE (714) 666-5500 UPON COMPLETION OF PAVING. I < - I FS FINISHED SURFACE ELEVATION 34. UPON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SINNING. STRIPING. BARRICADES, AND OTHER TRAFFIC I I 1 '_ _ • `4.,^ ,.l CITY OF FONTANA SOUTHERN CALIFORNIA EDISON COMPANY FI_ FLOW UNE ELEVATION vA EXISTING AC PAVEMENT REMOVAL CONTROL DEVICES TO THE SATISFACTKNN OF THE CITY TRAFFIC ENGINEER. ( _ _I_ _ '` ` +'+{ 8353 SIERRA AVE 7951 REDWOOD AVE. GB GRADE BREAK ALLEY -- -- FONTANA, CA 92335 ►O .:* FONTANA, CA 92336 OC ON CURB P IO..*** COLD PLANE/AC OVERLAY 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO I ATTENTION: BRIAN WREN ATTENTION: HAL STEWART BC BEGIN CURVE TELEPHONE (909) 357-6231 EC END OF CURVE THE SATISFACTION OF THE CITY ENGINEER. � I I TELEPHONE (909) 350-6632 SHEET MATCH UNE 36. AS-BUIET DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD 1. 1 SOUTHERN CALIFORNIA GAS COMPANY ADEpHIA PRC POINT OF REVERSE CURVE -- RIGHT-OF-WAY/TRACT BOUNDARY DRAWINGS TO NE CITY ENGINEER. P.O. BOX 97 1260 DUPONT ST. PCC POINT OF COMPOUND CURVE �=�QAOFESSjo • CAUTION: .SAN DIMAS, CA 91773 ONTARIO, CA 91761 TCE TEMPORARY CONSTRUCTION EASEMEN (:;.' '•• 0 EXISTING EDGE OF •37. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DUST CONTROL, STONRNMWATER RUNOFF CONTROL AND EROSION CONTROL INDEX MAP CL CENTERLINE _ • rvo. . MEASURES FOR THE PROJECT IN ACCORDANCE WITH THE SPECIFICATIONS AND CITY PERMIT REQUIREMENTS "THE ENGINEER PREPARING NESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, SCALE: 1"=100' ATTENTION: DAN RENDLER ATTENTION: KIM CHITWOOD c�+s» _ o UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST TELEPHONE (909) 335-7760 TELEPHONE (909) 350-6731 EP EDGE OF PAVEMENT 1 •t2.�t.o • EG OrrD I.RA W I IU(� BE NN WRITING AND MUST BE APPROVED BY NE PREPARER OF THESE PLANS." XXX EXISTING SPOT ELEVATIONCML ,k 444. N 5 _ �CALIW ` - _/ .-- D 1[0 0E OREV. REMS1ON 8 . DNSCAPTION DATE ENCR. CRY DATE CITY OF FONT-ANA, CALIFORNIA - Q REcoer� DRkwi ut, SHT I-7 i-Og B. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT pFESS/ Fig°0hill ?WO, QFore-nlan . i FF ITE T I VEMENT PLAN c ONS TE & 0 S S REET MPRO U COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �o �*, ° btAW1 BY: sem: i-> oTITLES EET r A Engineering•Surveying•Planning•Landscape Architecture REF AS SHOWN _ DIAL0619111k. \ TWO WORKING HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY Leg No. 31681 $ 8130 Anahe'un PI. Ste. 120•R�cho Cucamon a, r cpc CA 91730 909-919-7800 DESIGNED BY: DANE: * Exp. 12/31/06 * PREPARED UNDER THE SUPERVISION OF: REF TRACT 16482 3-1-04 BEFORE I� DAYS BEFORE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO J+ Q. YOU DIG r� YOU DIG _� 4), CIVIC � � .2I cHEacED BY -; 81r: DwG NO:: 1 0 TOLL FREE 1-800-227-2600 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CAPS a�1 41 716 Co RLB / /D- A PUBLIC SERVICE BY SERVICE ALERT HAROLD GARCELON, P.E. R.C.E. 31681 DATE Cmr 1 C R R . I I52 D 3781 7 %Q _