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Home My WebLink About3789-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICA71ONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT 1S FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. 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. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. 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. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND SAFETY. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 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. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT 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. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DA TA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 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 ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 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 CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 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 THE CITY INSPECTOR. 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 NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 5' MIN. GRIND 0.10' MIN. EXISTING PAVEMENT AND OVERLAY 0.10' MIN. NEW PAVEMENT EXISTING PAVEMENT REMOVE EXISTING REDWOOD HEADER WHERE APPLICABLE r,,_,_-'�J�01N_E�XlST�ING�PA VEMENT DETAIL 1' MIN. SAWCUT AND REMOVE EXISTING PAVEMENT REMOVE EXISTING AC CURB OR CURB & GUTTER WHERE APPLICABLE A NOT TO SCALE STREET IMPROVEMENT PLANS .M. NO. 1 w 2� -SIERRA = = INESS S PAR IER ' A AVENU TAMARIND Fri- AVENUE, SANTA ANA AVENUE, SL CAJVER AVEN E T CHNOLO Y = T ' EET EL ....... ELEVA TION UTILITY PROVIDERS SEWER CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6731 GAS SOUTHERN CALIFORNIA GAS CO. SAN DIMAS CA 91773 (800)427-2000 WATER WEST SAN BERNARDINO COUNTY WATER DISTRICT 855 WEST BASELINE, P.O. BOX 920 RIALTO, CALIFORNIA 92377-0920 (909) 875-1804 TELEPHONE SBC PACIFIC BELL (800) 750-2355 ELECTRIC RON CARDENAZ SOUTHERN CALIFORNIA EDISON (909) 357-6240 CABLE - TV ADELPHIA COMMUNICATIONS 5944 SYCAMORE COURT CHINO, CA 91710 (909) 591-9571 UNAUTHORIZED CHANGES AND USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. NOTES. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE C1 TY ENGINEER FOR REVIEW. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND17IONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 1S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR K17H THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 774E COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 774IS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL UABILI7Y, REAL OR ALLEGED, IN CONNEC71ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. Q) Fza v Q 00 Ca � � o v � 000 p Z I Z I UW Z I Z I O- 0� ��= O� 0� w I 4� QClq . V CL 4 � LOCAL DEPRESSION DETAIL ADDED DRIVEWAYS ON SHEETS 4,6,12,14,16,17,18,&19; REMOVED ADA ACCESS RAMPS ON SHEET 6; RELOCATED BUS STOP ON SHEET 10 AND 12; REVISED MEDIAN BREAK ON SHEET 15; REVISED PLANS TO EXCLUDE WORK IN COUNTY RIGHT-OF-WAY ON SHEET 2,7,8,9,&1 BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE 5. BASED LOCALLY ON THE COUNTY OF SAN BERNARDINO GPS STATION 20377 FILED IN BOOK 004015 PAGE 001548 ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS STATION 20384 FILED IN BOOK 004015 PAGE 001555 ON FILE IN THE OFFICE OF SAID COUNTY SURVEYOR. BENCHMARK ELEV. 1077.40 LOCATION: CHISELED BOX IN EASTERLY TOP OF CURB TAMARIND AVE., 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER AVENUE. NOT TO SCALE NOTE. CONSTRUCTION NOTES THE QUAN77TIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. A. CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED. O CONSTRUCT CONCRETE CURB PER CITY OF FONTANA STD. NO. 1003 (6" CURB) ..................................... 3018 LF O2CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003 (8" CURB AND GUTTER). .14618 LF O5 CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1015 ...................................67290 SF s� CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. NO. 1006........................................................14 EA *O CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 95% COMPACTED NA77VE SUBGRADE.................................... 506644 SF * 11 CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 957. COMPACTED NATIVE SUBGRADE...................................... 10410 SF 13 PLACE 12" 7741CK 3/4" GRAVEL OVER COMPACTED NATIVE (HORIZONTAL DIMENSIONS AS INDICATED ON PLAN)...... 15 CONSTRUCT RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF FONTANA STD. NO. 102 ................................. 6 EA 20 CONSTRUCT 6" AC DIKE PER CITY OF FONTANA STD. DETAIL 136.......................................................�3 L FF 25 CONSTRUCT 0" TO 6" CURB TRANSITION (L=2' OR AS OTHERWISE NOTED)........................................4 .13. -1., EA 1 o 28 ADJUST VALVE COVER TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED ............................................ 29 ADJUST MANHOLE RIM TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED ............................................ 41 REMOVE, SALVAGE, AND RELOCATE (TYPE AS INDICATED ON PLAN)......................................................... 2 EA G a REMOVE EXISTING WOODEN BOLLARD.........................................................................................` O43 CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD. NO. 1005A ............................................ ... 24.. `4,,EA 1 CONSTRUCT LOCAL DEPRESSION FOR CURB INLET STRUCTURE CITY 0F FONTANA .........................O STD. DETAIL 121 AND DETAIL ON SHEET 1 S SAWCUT AND REMOVE EXISTING AC PAVING............................................................................... 112678 SF 61 SAWCUT AND REMOVE EXISTING PCC CURB & GUTTER..................................................................... 3270 LF 62 SAWCUT AND REMOVE EXISTING PCC SIDEWALK............................................................................. 28665 SF S S REMOVE EXISTING TREE (SIZE PER PLAN)........................................................................................ 160 EA 72 SAWCUT AND REMOVE EXISTING PCC CURB.....................................................................................1040 LF 78 RELOCATE EXISTING VAULT BY 0774ERS............................................................ so RELOCATE EXISTING FIRE HYDRANT BY OTHERS................................................................................... 8 EA s1 RELOCATE EXISTING STREET LIGHT & APPURTENANCES BY OTHERS........................................................... S EXIS77NG POWER POLE TO BE RELOCATED BY EDISON COMPANY............................................................. 85 RELOCATE EXISTING TRAFFIC SIGN.................................................................................................... 3 EA S 86 EXISTING TRAFFIC SIGNAL TO BE RELOCATED PER TRAFFIC SIGNAL PLANS ................................................. S 90 PROTECT 1N PLACE (ITEM AS INDICATED ON PLAN)............................................................................. 0 92 EXISTING OVERHEAD POWER LINES TO BE UNDERGROUNDED BY EDISON COMPANY................. ....................... . 93 EXISTING POWER POLE TO BE REMOVED BY EDISON COMPANY............................................................... . 116 RELOCATE EXISTING CABLE TV PULLBOX BY OTHERS........................................................................... . 117 REMOVE EXISTING CATCH BASIN...................................................................................................... 1 EA 9 REMOVE EXISTING STANDPIPE.......................................................................................................... 2 EA 184 SAWCUT, REMOVE & REPLACE EXIS71NG PCC PAVEMENT IN KIND.......................................................... 170 SF 1s6 EXIS77NG GUY POLE AND APPURTENANCES TO BE REMOVED BY EDISON COMPANY ....................................... 193 REMOVE EXISTING SIGN................................................................................................................. 29 EA 195 SAWCUT & REMOVE EXISTING DRIVEWAY AND APPURTENANCES............................................................... 5 EA 199 REMOVE EXISTING CROSS GUTTER.................................................................................................1655 SF 202 EXISTING LIGHT POLE AND APPURTENANCES TO BE REMOVED BY EDISON COMPANY ..................................... 203 SAWCUT & REMOVE EXISTING CONCRETE IN AREAS INDICATED............................................................... . 225 GRIND EXISTING AC MINIMUM 5' WIDE, 0.10' DEEP AND OVERLAY PER DETAIL ON SHEET 1 ...................... 59100 SF 231 COLD PLANE EXISTING AC MINIMUM 0.10' DEPTH & AC OVERLAY TO MATCH PROPOSED DESIGN GRADES...... 3867 SF 24o CONSTRUCT ACCESS RAMP PER DESIGN SHOWN ON PLANS.................................................................... 2 EA 276 EXISTING STREET LIGHT TO BE RELOCATED BY EDISON COMPANY............................................................. 294 CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD. NO. 1005A (MODIFIED M714 CROSS GUTTER STD. 104) .................... 2 EA 296 CONSTRUCT TAPER PER APWA STD. PLAN 140-2 SHOWN ON SHEET 2 (LENGTH AS SHOWN ON PLAN) ............. 297 CONS77?UCT MEDIAN FLARE PER APWA STD. PLAN 141-1 SHOWN ON SHEET 2 (LENGTH AS SHOWN ON PLAN)... 305 CONSTRUCT MEANDERING SIDEWALK PER CITY OF FONTANA STD. NO. 1015 ........................................... 12980 SF 332 CONTRACTOR TO MODIFY EXISTING IRRIGA 77ON PIPING AS NECESSARY TO ACCOMMODATE PROPOSED .................... DESIGN AND SHALL MAINTAIN IRRIGATION SYSTEM FUNCTIONAL AT ALL 77MES DURING CONS7RUCTION 333 CONSTRUCT BUS BAY PER CITY OF FONTANA STD. NO. 1014.................................................................. 1 EA 334 CONSTRUCT FINAL AC TOP COURSE BY OTHERS (AS DIRECTED BY CITY ENGINEER) ...................................... 346 CONSTRUCT CONCRETE CURB PER CITY OF FONTANA STD. NO. 1003 (8" CURB FACE) .............................. 7190 LF 347 CONSTRUCT CURB INLET STRUCTURE PER CITY OF FONTANA STD. DETAIL 121 AND ..................................... 1 LS EXTEND EXISTING STORM DRAIN PIPE TO ACCOMMODATE NEW CATCH BASIN LOCATION 35z CONSTRUCT 6" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003 ........................ 571 LF *SEE GENERAL NOTES 31 & 32. Q IREVISED PLANS DUE TO PROJECT COORDINATION 9/05 M.H.M. 0 - moll NO. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. r %QRpFESS/ONgl�i O �= ' 10, y�l NO. 33366 • rn EXPIRATION : � � '* .. 6-30-2006 .: *0p Of ,9�; . CIV11. •�� q 1l; of CAS-\�0, r ABBREVIATIONS VC ....... VER TI CAL CURVE TP ....... TOP OF PAVEMENT TC ....... TOP OF CURB EL ....... ELEVA TION FL ....... FLOWLINE FG ....... FINISH GRADE FS ....... FINISH SURFACE CF ....... CURB FACE GB ....... GRADE BREAK HP ....... HIGH POINT INV ....... INVERT ELEVATION TG ....... TOP OF GRATE CB ....... CA TCH BASIN RD ....... ROOF DRAIN LD ....... LOCAL DEPRESSION EP........ EDGE OF PAVEMENT CO TG .... F CLEANOUT TOP OF GRATE SMH ...... SEWER MANHOLE R ......... RIDGE LINE P.I.P...... PROTECT IN PLACE CL ....... CENTERLINE D W Y...... DRI VEWA Y VICINITY MAP NOT TO SCALE SIG -IT SHEET INDEX MAP NOT TO SCALE SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 TYPICAL STREET SEC77ONS & DETAILS 3-19 STREET IMPROVEMENTS PLAN & PROFILE CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 957 COMPACTED NA77VE SUBGRADE CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 957o COMPACTED NATIVE SUBGRADE SAWCUT AND REMOVE EXISTING AC PAVING GRIND EXISTING AC MINIMUM 5' WIDE, 0.10' DEEP AND OVERLAY PER DETAIL ON SHEET 1 COLD PLANE EXIS77NG AC MINIMUM 0.10' DEPTH & AC OVERLAY TO MATCH PROPOSED DESIGN GRADES SAWCUT & REMOVE EXISTING CONCRETE IN AREA INDICATED INTERSECTION SIGHT DISTANCE LINE Hulrrzo�s Huitt-Zollars, Inc. Ontario 1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400 APPROVED BY MAURICE H. MURAD R.C.E _�FF EXPIRES DATE 6-30-06 3 0 r IY J CITY OF FONTANA, CALIFORNIA N 0 STREET UNP OVIENEH7 PLANS 0 DRAWN BY: - SCALE: / P.M. NO. 16264 -SIERRA BUSINESS PARK H -Z STAFF TITLE SHEET AS SHOWN00 DESIGNED BY: DATE. CON TRUCTION NOTES & QUANTITY ESTIMATE M.H.M. 3-2005 0 CHECKED BY: P D__ BY• DWG. NO.: 1 M.H.M. Lr •05 3789 TY ENGINEER R.C.E. 51152 DATE: 19 0