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Home My WebLink About4248-2 7 GENERAL NOTES FOR STREET IMPROVEMENTS GENERAL NOTES FOR STORM DRAINS IMPROVEMENTS J o 0 0 _____ WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE p ° '''c� ___-- 1. ALL O -_ PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION ("GREEN BOOK"). ALL CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN i / =- REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE o / / _-� __� _ _ 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY NOTED. / / - -- --�' REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED N / / , . -32� _ SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELYove aW�ut & Medan 4. -VAS' o^ 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. _---77/- ECUt �E Raise \ 1 -1":01 -- 4. f4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. - ok 5 c �� ENGINEERING DMSION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO / / - �l•• 6 cf. JO n' t L3be1�� LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. IMPLEMENTING DETOURS. --' / /_/ mains -- - cL Weser • N CALL (909) 350-7610. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION - _ 1 1224 g4 T•c �• _ �'_ -cNr� THE STATE OF CAUFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE SHALLBE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC _ -. 6 cF JO`" 0. • ,. 1225 pg Tc _ DIRECTED BY THE CITY TRAFFIC ENGINEER. RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. -P, 12' 6 CF �0�� _ _ - - - 225 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POUCIES, METHODS AND PROCEDURES -• i • 12' R,r- _ _ ' CONTROL DEVICES AT ALL TIMES. DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION X \ � I ��'- - - __-_- 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 4 a� Tc • 0 , - -- - 1pg+a1 19 __ GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER Ni' 122CF � .-' °`� St° l°b1e - ��j P 6 CA ` v C� 4 MCut's;--- SHORING, THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY TRAFFIC CONTROL DEVICES AT ALL TIMES. '-'--\' Media^- - SHORING, SLOPING OF THE GROUND OR OTHER APPROVED. MEANS PURSUANT TO THE REQUIREMENTS OF THE 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 , X - - - _ ' a lig ° DMSION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DMSION OF INDUSTRIAL SAFETY. .- BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY , N) - 4,•;%1.7.1 ' I �° 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBUC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE / , - - _ , a / ° , PERMIT FOR THAT PURPOSE. DMSION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL , • _,_ r �\ �_ 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. - ,,-- o °,I _-_ THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A _-- VT ° _- -- a ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SEPARATE PERMIT FOR THAT PURPOSE. SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT Plan 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT UMITED TO, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND 1"=20' GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. BEFORE EXCAVATION. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT 10' Nominally AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC Remove Interfering Portions of Existing Curb and AND WATER REQUIREMENTS. WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES Landscaping and Construct 4" Mountable Curb 13. CURVE DATA REFERS TO THE FACE OF CURB. SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. and PCC Median New Shown 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OPERATION AND WATER REQUIREMENTS. OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 5' Nominally 5' Nominally 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO PRIOR NOTIFICATION TO THE CITY ENGINEER. CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 1' _ _ 1' 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL., INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. c c BENCH MARKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS o,, o Exist v o+, MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 0 E 6" Curb Exist o_ ' 0 CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES °`3' 3 Q, (Typ) I Grade a� BE ESTABUSHED FOR LATER REPLACEMENT OF THE MONUMENT. AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. Q o_ o_ Q 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. +, v - _ _ v �- Exist AC FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TOD,..„, 3 ~� _ - - - _ �% - - -� ~ 3 3 Pvmt (Typ) VEHICLES. MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 3 • 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM �° . cn° WATERING, AT ALL TIMES. 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND - - - - - - - _ _ _ .11=111-=1 = -- - - - - - - _ - - �p �. _ -I Lb I�I I I-- I� - 1=1 -I I-I I-1 -1�,,,I I�I� -I I I I�I�I I H I�I- u 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER EMERGENCY VEHICLES. - - 11=III=1 II-lll�lll-11 =1��"' °a'� HOUR. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING - - - .a 11�"' v ' 1= - - 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO ADEQUATE WATERING, AT ALL TIMES. ,bpl� II i�6IE I- -1E1' k lITll�-IIS PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO 95% Compacted AC 8" AC APPROVAL. PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR Full Depth Subgrage (Typ) Full Depth 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. WRITTEN APPROVAL. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. Constuct Curb SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED per City Std 1000 Constuct Curb 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS Match Exist CF Batter per City Std 1000 UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OBTAINED. Match Exist CF Batter OR LEAVING IMPROVEMENTS. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY Section A CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. No Scale 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY LATERAL. ENGINEER. 4" MOUNTABLE MEDIAN CURB DETAIL 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND APPROVED. LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL AND APPROVED. BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON 29. ALL UNDERGROUND UTIUTIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. COMPLETION OF ROUGH GRADING. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 33. ALL MA HOLES,C UPON COMPLETION CLEANOUT COVERS PAD VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THEPAVING GENERAL NOTES FOR STREET LIGHTS PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 1. ORNAMENTAL STREET LIGHT POLE SHALL BE MARBELITE OR APPROVED EQUAL. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE 33. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A 6 FT OR 8 FT 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE 34. MINIMUM D-LOAD FOR ALL RCP IS 1350. MAST ARM. 15 FT MAST ARM REQUIRED FOR STREET LIGHTS ON TRAFFIC SIGNAL POLE RECORD DRAWINGS TO THE CITY ENGINEER. INSTALLATIONS. 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS IS SUBJECT TO APPROVAL BY THE CITY ENGINEER. 4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 FEET UNOBSTRUCTED SIDEWALK CLEARANCE REQUIRED BEHIND STREET LIGHT POLE. 5. ALL STREET LIGHTS TO BE INSTALLED PER CITY OF FONTANA STD NO 404. /A- "----;(3-FTHIgiiPtv`e,' A • EXP / fp r , S. 74-OAU DO A SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FONTANA, CALIFORNIA OPlans Prepared By PRorEss,oNq IMPROVEMENTS NOT COMMENCE WITHIN TWO ��°�� E. No<Fti� STREET AND STORM DRAIN IMPROVEMENTS YEARS OF THE DATE OF APPROVAL SHOWN HEREON 4 Nolan Consulting, Inc -k- �y DRAWN BY. East Avenue and West Liberty Parkway SCALE: AmwmffsmAmmANA°A RCE 52646 K. Nolan As Shown AND CARRIED FORTH IN A DILIGENT MANNER, THE 126901 Camino de Estrella, Suite D Al GENERAL NOTES & DIAL TWO WORKING Capistrano Beach, California 92624 * Exp. 12/31/08 * DESIGNED BY: DATE: BEFORE (:::!!!!1"/ DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE P K. Nolan IS4CELLAN�O S DETAILS Mar 2007 YOU DIG YOU DIG Ph: 949.240.7555 fax: 949.240.0155 sT civil- 3 d CHECKED BY: k APP VED Q DRAWING N2 Y� ^ PLANS TO BRING THEM INTO CONFORMANCE WITH qTF of vt\- / Date 2 TOLL -800-227-2600 L'\ (•ECOCL0 pitAV4 INIGI j 1/407 K.PI . 'at•t!, Civil Engineering and Project Management �'� / `�� DAT ICS D7 4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. KELLY E. NOLAN R.C.E. 52646K. Nolan CITY NGINEER R.C.E. 51152 % 4248 6 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE