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Home My WebLink About2987-1CITY OF FONTANA GENERAL NOTES -STORM DRAIN IMPROVEMENT PLANS GENERAL NOTES -STREET IMPROVEMENT PLANS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. CITY OFA STANDARD PLANS, THE CONTRACT PROVISIONS SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE STAND AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. STREET AND STORM DRAIN IMPROVEMENT PLANS 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL�� CONFLICT THE CITY ENGINEER FOR RESOLUTION. NOTED. NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT REPLACEMENT OF THE MONUMENT. DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS ANDTRACT No. IMPLEMENTING DETOURS. IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE�+ 15961 RESOLUTION. MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR i� t? Sheet 7 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, RESIDENTS AND EMERGENCY VEHICLES. z ' `z ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE i`j-- -- ' I _ TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL CITY ENGINEER. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE % -- o` EXISTING HOUSE. li (909) 350-7610. MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT 'LLT _ 2' I I _._. 22 --______. TO BE REMOVED; - 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF ALL TIMES. �� I-- r( ( r r r r- \� �- �- c PER TRACT 16009 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES METHODS AND PROCEDURES DESCRIBED IN THE FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING ` ._ r J7Jr�r rr�r�., r 11J, J�JJJ 1 g Ii _ - RK. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED ? 2 4 5 6 8 s O 1 i 1 1 a- = 4 15 ' I 1$ _ -r !lilt ;" ; - STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY DIVISION PRIOR TO THE START OF ANY WO LL, -ice, THE CITY TRAFFIC ENGINEER. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WIND VELOCITIES EXCEED 25 MILES PER HOUR. I Sheet 5 Sheet 4 Sheet 6 �I I WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC - RIGHT -OF -WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, 2 g - yD 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY 19 38 37 3 35 34 33 32 31 30 29 28 27 26 25 24 CONTROL DEVICES AT ALL TIMES. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT " ' 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE PRIOR WRITTEN APPROVAL.AI AVE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC O 0mom mmmommmmm'mmmNNEmmmm23 1 II 1 ! - GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. If It = - 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN , 41 I I I Il 1 SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. 1 2 -_ INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN 75 74 73 72 71 70 69 68 67 66 65 4 I'' FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE ` W 3, 42 l W I Es `-nil THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED �)�.7 OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH DENSITY IS OBTAINED. t� Z 46 51 W 21 I 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 3Q 43 52 57 58 63 I FOR THAT PURPOSE. ME 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES '� ^%�74, 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 5 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE tt y i ) I I `' %� INFORMATION, HOWEVER IT SHALL BE THE 47 50 53 56 Z Sg 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORM 0 , FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE ) SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE � i_CO 44 W 62 20 II - Ll GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS SWALES ENTERING OR LEAVING IMPROVEMENTS. COcz I 1- �� RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND THE ELEVATION OF ANY p -Z I I EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. ' tti CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. TRENCHES LESS THAN FIVE 5 FEET SHALL ALSO BE GUARDED WHEN 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL Z ,; 45 g 49 � WEST TE I `_ L_ THE POTENTIAL EXISTS FOR GROUND MOVEMENT. BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM L� Q 61 19 J` L TO THE CITY OF FONTANA STANDARD DETAILS. (n - - - - - - - - - , M-== - 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, �-il TELEPHONEELECTRICCABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC- - I I( W a SEWER, ST,ORM DRAIN,, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS Ee RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, THAT PURPOSE. COLOR AND FINISH TO MATCH EXISTING CONCRETE. 18 ; 111 �; NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 `I 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF 2 i .�� . �* --- --' n - 'i AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND AVAILABLE INTRACTOR ORMATION, DETERMINE, IT INHALE FIELD, ETHESTRUE RESPONSIBILITY THE CURB AT THE LOCATION OF THE SEWER LATERAL. ` . Sheet 9 I I I N _, .*.� ; €I WATER REQUIREMENTS. 00 r� t LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING 0 Storm Drain VACANT I ,/\ND Sheet V 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 1-800-227-2600 TRACOR SHALLTCONWORKING UNDEAGROUND SEAYS E RVI CAVATIONCE LERT AT 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND to Sheet 5 Sheet 6 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO APPROVED PRIOR TO PAVING OF STREETS. CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, PAVEMENT PRIOR TO PLACEMENT. INDEX MAP 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, „ , NOTIFICATION TO THE CITY ENGINEER. STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT SCALE: 1 =100 COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND WORK AROUND THEIR FACILITIES. BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. BENCHMARKS, 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 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL CONSTRUCTION NOTES ESTIMATE OF QUANTITIES THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A REPLACEMENT OF THE MONUMENT. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA 01 -INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) PER STD. PLAN 1016, 25 FT. LUMINAIRE HEIGHT. COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. 15 EA. 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 RE'_DDENTS AND EMERGENCY VEHICLES. 13. CURVE DATA REFERS TO THE FACE OF CURB. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES (D ---CONSTRUCT 4.0" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE SOIL SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR (SEE GENERAL NOTES 31 & 32) 130,985 S.F. 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT UPON COMPLETION OF PAVING. WATERING, AT ALL TIMES. WHERE OTHERWISE NOTED. (�)_ CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. N0. 1003 5,075 L.F. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC (D --CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. N0. 1015 , W=5.5' (INTRACT & SAN SEVAINE RD.) - 25,809 S.F PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. MEANDERING SIDEWALK W=8' (HEMLOCK AVENUE) TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE 5 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 12 EA. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, CONTROL STAKING DURING CONSTRUCTION. SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION 6 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 13 EA. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, TO THE SATISFACTION OF THE CITY ENGINEER. 7 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 1,095 L.F. SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 6 EA. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON THE CITY ENGINEER. THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS 6 EA. INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING TO THE CITY ENGINEER. r -CONSTRUCT INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 139 IMPROVEMENTS. LOCAL DEPRESSIONS PER A.P.W.A. STD. PLAN NO. 313-1 5 EA. (LOCAL DEPRESSION DETAILS SEE SHEET 10 OF 1 1)(A.P.W.A. STD'S SEE SHEET 11 OF 11) 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 23P�, 24 11 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300-2 (SEE SHEET 11 FOR DETAILS) 5 EA. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. CRY OF FONTANA, UTILITY NOTIFICATION LIST �'` ( � 12 CONSTRUCT 4 PCC RESIDENTIAL DRIVEWAY PER CITY STD DWG N0. 102 7,182 S.F. I 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CITY 13 SAWCUT AND REMOVE EXISTING PAVEMENT 2 FEET OFF EDGE PER PLAN OF ATTN.: CAR OS FONTANAPACIFIC ATTNFICVIRGINIA BECKER �BELL CO.�� I � 14 CONSTRUCT CROSS GUTTER PER CITY STD. DWG. N0. 104 MOD. W=8' 1,890 L.F. OR N LOCATIONS SHOWN WN ON TY ROVE LPLANS.ONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS 8353 SIERRA AVENUE 3939 E. CORONADO STREET 1�J SUMMIT Nu ( ) 4,428 S.F. FONTANA, CA. 92335 ANAHEIM, CA. 92807 , 15 CONSTRUCT 4.5" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE SOIL 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL (909) 350-6632 (714) 666-5467 Q e�Ar��(SEE GENERAL NOTES 31 & 32) 5,178 S.F. NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 16 GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) S0. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT W28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND ATTIC: DENNIS FREEMAN (800) 227-2600 Z - - 17 INSTALL TWO (2) - (1) 4" & (1) 6" IRRIGATION SLEEVE ® 2' O.C. 256 L.F. APPROVED. 1981 W. LUGONIA AVENUE _ REDLANDS, CA. 92374 COMCAST ( CABLE TV ) Z UE 18 REPLACE TEMP. WOOD LIGHT POLE WITH 9500 LUMEN HPSV STREET LIGHT PER CITY STD. DWG. NO. 1016_ 5 EA. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. (909) 335-7547 ATTIC: JACK HAYES a W / EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. W l/ HIGHLAND CHANNEL 20 INSTALL 36" RCP (1500-D) 245 L.F. ONTARIO, CA. 91761 __ EXISTING HIGHLAND AVE 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. S0. CALIF. EDISON COMPANY (909) 390-4738 �Z [___J�� 21 INSTALL 24" RCP (1500-D) 225 L.F. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING 300 N. PEPPER AVENUE I W souTH GHLAND AVENUE Z 22 CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1 (SEE SHEET 10) 2 CONTRACTOR UPON COMPLETION OF PAVING. RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY I I W� W 909 820-5598 - UNDERGROUND ATTIC: STEVE HOCK _ aI a 23 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2 (SEE SHEET 1 1) 1 EA. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING STRIPING BARRICADES, AND OTHER 909 875-5100 -TRANSMISSION 1400 E. PHILIPS BLVD. a TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 213 637-1233 - PIPELINES ONTARIO, CA. 91766 o W 24 REMOVE EXIST. 18" CMP AND CMP RISER 1 EA. RECORD DOC'ljmvN r 909 357-6223 - DISTRIBUTION (800) 422-4133 1 WAWUT AVENUE 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD WHO SHALL PROVIDE 800 422-4133 < FONTANA WATER COMPANY 25 INSTALL 18" RCP (1350-D) 14 L.F. ' RECORD DRAWINGS TO THE CITY ENGINEER. These Record Documents have been prepared 26 PIPE CONNECTION TO EXISTING STORM DRAIN, CASE 1 based on information provided by others. The CRAWFORD CANYON MUTUAL WATER CO. ATTN.: MICHAEL J. MCGRAW 1 EA. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. 8440 NUEVO AVENUE BASELINE AVENUE PER A.P.W.A. STD. PLAN 335-1 (SEE SHEET 11 OF 11) Desi n Professional has not verified the accuracy ATTIC: BILL VANDERKIEFT, JR. FONTANA CA. 92235 ' � (619) 868-6040 and/or completeness of this information and shall (909) 822-2201 not be responsible for any errors or omissions FAX: (909) 823-5046 VICINITY Project Location BEARINGS SHOWN ON THESE PLANS ARE BASED w 'c ay be incorporated herein as a result ON THE THE NOR MAP OF SECTIONS 35,1NE T1 N, OF T1 SBMT SE SHOWN QUARTER TRACT NO. 16046-1, M.B. 278/45, O.R. 4 L BEING: N 0'12'46" E ATE _17REVISIONS Engineer Cit Prepared B o O PLANS PREPARED FOR No. Approval Date: Approval City Date: BENCHMARK ALLARD ENGINEERING Nq CITY OF FONTANA CALIFORNIA . �: . , QRpFESS IO I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CENTERSTONE DEVELOPMENT COMPANY CALTRANS BENCHMARK No. 8-17 ��"�P 9 S yA'y��Fy STREET AND STORM DRAIN IMPROVEMENT PLANS Civil Engineering -Land Surveying -Land Planning ,` � c ai o NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 8253 Sierra Avenue � i Drawn B Scale: Q APPROVAL SHOWN HEREON AND CARRIED FORTH INA - Attn: HAL WOODS 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN Fontana, California 92335 W No, 43976 A JK/WF TRACT NO. 15961 AS NOTED DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 3500 B WEST LAKE CENTER DRIVE SEVAINE RD., IN SOUTH CONCRETE BASE OF � Exp, 6/30/05 DIAL TW❑ WORKING REVISIONS TO THE PLANS TO BRING THEM INTO (949) 356-1815 Fax (909) 356-1795 * * Designed By: (�QVE Date: BEFORE DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS SANTA ANA, CALIFORNIA 92704 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG s� �P JM JvG� �T MAY 2002 YOU DIG Y❑U DIG IN EFFECT. (714) 437-0800 HIGHLAND AVE. FROM SIERRA AVE. �� _p 9�F cI�I�" O�`� o TOLL FREE 1-800-227-2600 ELEVATION ��..11 �F CALIF Checked By• f 2 2 , d Dwg. No. j 1428.6090 David S. ammer, H.C.E. 43976 Date Approved: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT t / . S. Al 6' L (expires 6/30/2005) kc DSH CITY ENGINEER R.C.E. 51152' 1 152 % 11 Filename: M:\DWG\17901\STREET\TR15961\15961-STR1.dwg