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Home My WebLink About2044-1L VICINITY MAP PROJECT F N I o¢� 0 SUMMIT AVE Z W �..� W W ¢ � U Uj Cn Uj a �- (n J CITY OF FONTANA GENERAL NOTES I. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 6. ALL, UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 7. EXISTING UNDERGROUND UTILITIES ARE AS PER THE AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE(5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE(5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSHA- 10. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND BROUGHT TO FINISHED GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE. 11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF THE WORK TO COMPLETION. 12. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS. 13. IF DURING CONSTRUCTION. GROUND WATER IS ENCOUNTERED. A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 16. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. PRIVATE ENGINEER'S NOTE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. NOTE= NOTIFY UNDERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-4133 AT LEAST TWO (2) WORKING DAYS BEFORE YOU DIG. I 1UN 11 LR S R I- DGI 0- ,-D][ORM DRAIN P1 ANS LEGEND INDEX MAPS Scale - 1"=300' UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92335 TELEPHONE: (714) 350-7610 SO. CALIF. GAS COMPANY 1981 W. LUGONIA AVENUE REPLANDS, CA. 92374 TELEPHONE: (714) 884-9411 SO. CALIF. EDISON COMPANY 300 N. PEPPER AVENUE RIALTO, CA. 92376 TELEPHONE= (714) 820-5598 - UNDERGROUND (714) 875-5100 - TRANSMISSION (213) 637-1233 - PIPELINES, OR (800) 422- 41 33 DEVELOPER/OWNER= PLANS PREPARED UNDER THE DIRECTION OFs FIRST CITY PROPERTIES 8383 Wishire Blvd., Ste. 800 GEORGE R. AUPE ty R.C.E. # 13960 DATE Beverly H ills , CA. - 90211 MY REGISTRATION EXPIRES 3-31-93 (213) 852-0499 S n CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES NO. DESCRIPTION .!/N%T----7 TH =-- QUANTITY - - 14275. 14275-1 / 215-2 142 %'5.4 Ax 1 Construct 18" Dia. R.C.P. L.F. J20 /6 led 78 --- 2 Construct 21" Dia. R.G.P. 3 Construct 24" Dia. R.C.P. 30" 4 4 Construct Dia. R.C.P. L.F. 709 33 226 - yt5o 5 Construct 30" Dia. R.C.P. L.F ZOB 20B - 6 Construct 36" Dia. R.C.P. G•f. >33 >33 ' 7 Construct 42" Dia. R.C.P. 8 Construct M.H. #2 Per LACFCD Std. #2-D184 _4rA. > 1 (See De t a l i On Sh e e t 2) 9 Construct M.H. #1 Per LACFCD Std. #2-D102 (See Deta i 1 On Sheet 2 ) E� 3 > i 10 Construct M.H. #2 Per LACFCD Std. #2-D184 (See Deta i I On Sheet 2 ) 11 Construct Catch Basin #2 (W=7') Per LACFCD EA 2 > - Std. #2-D162 (See Detail On Sheet 2 ) 12 Construct Catch Bas I n #3 (W=10' ) Per LACFCD Std. #2-D163 (See Detail On Sheet 2) 13 Construct Catch Basin #3 (W=14') Per LACFCD Std. #2-D163 (See Detail On Sheet 2 ) 14 Construct Catch Basin #3 (W=21') Per LACFCD - ,Lc- 2 / 1 Std. #2-D163 (See Detail On Sheet 2) 15 Construct Catch Basin #3 (W=28') Per LACFCD Std. #2-D163 (See Detail On Sheet 2) 16 Local Depression #2 Per LACFCD Std. 2-D88 (See Street Plans) 17 Remove Ex'sting Plug & Connect Into Existing RCP GENERAL NOTES 1. ELEVATIONS ARE IN FEET ABOVE U.S.C. & G.S. MEAN SEA LEVEL DATUM OF 1929. 2. NO CONCRETE SHALL BE PLACED UNTIL T f FORMS AND REINFORCING STEEL HAVE BEEN SET, INSPECTED AND bPPROVED. 3. ALL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN ULTIMATE 28 -DAY COMPRESSIVE STRENGTH OF 3250 P.S.I. 4. ALL EXPOSED EDGES SHALL BE FINISHED WITH A 3/4" CHAMFER. 5. ALL STEEL ADJACENT TO FACE OF CONCRETE SHALL HAVE A 2-1/2" CLEARANCE UNLESS OTHERWISE SPECIFIED. 6. REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDI:ATE GRADE STEEL AS PER A.S.T.M. A-615 GRADE 60. 7. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERC"AN CONCRETE INSTITUTE "MANUAL OF STANDARD PRACTICE". 8. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER LINE 3 OF STEEL UNLESS OTHERWISE NOTED. 9. ALL BACKFILLS AND FILLS TO BE USED AS SUBGRADE SHALL BE COMPACTED TO A RELATIVE DENSITY OF 90% UNLESS OTHERWISE SPECIFIED. 10. ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAVE A MINIMUM LAP OF 30 BAR DIAMETERS OR 18" WHICHEVER IS GREATER. 11. PIPE SHALL BE IMBEDDED 5 INCHES INTO ALL STRUCTURES INCLUDING INLET AND HEADWALLS, UNLESS OTHERWISE SPECIFIED. 12. ALL BACKFILL AND FILL, AROUND CLOSED CONDUIT IN STREET RIGHT OF WAY SHALL BE BROUGHT UP TO SUBGRADE OF THE ROAD OR TO 2 FEET ABOVE THE TOP OF THE CONDUIT, WHICHEVER IS LESS. THE PUBLIC WORKS INSPECTOR'AND THE SOILS ENGINEER SHALL INSPECT ALL BACKFILL AND FILL -ABOVE AFOREMENTIONED LIMITS. APPLICATION FOR AN ENGINEER OR INSPECTOR IN CONNECTION WITH THE WORK SHALL BE MADE BY THE CONTRACTOR AT LEAST 24 HOURS BEFORE HIS SERVICE IS REQUIRED. 13. ALL REINFORCED CONCRETE PIPE SHALL BE BEDDED IN ACCORDANCE WITH LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STD. DWG. NO. 2-D177, CASE III. 14. THIS STORM DRAIN JILL NOT BE ACCEPTED FOR MAINTENANCE UNTIL THE STREETS HAVE BEEN PAVED, MANHOLES BROUGHT TO GRADE, AND THE SYSTEM IS CLEANED TO THE SATISFACTION OF THE CITY OF FONTANA DEPT. OF PUBIC WORKS. 15. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 7-10.4.1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IN REGARD TO SAFETY ORDERS. 16. THE CONTRACTOR SHALL CONFORM TO THE "MINIMUM PUBLIC SAFETY REQUIREMENTS" AS SHOWN ON LOS ANGELES COUNTY ENGINEER STANDARD S-2. 17. ALL RIPE SHALL BE PLACED IN A TRENCH IN NATURAL GROUND AND/OR COMPACTED FILL. THE GROUND LEVEL BEFORE THE TRENCHING SHALL BE AT LEAST THREE FEET ABOVE: TOP OF PIPE ELEVATION, OR AT FINISHED SURFACE ELEVATION, WHICHEVER IS LESS. 18. A PERMIT SHALL BE OBTAINED FROM THE CITY OF FONTANA PRIOR TO COMMENCI!VG ANY CONSTRUCTION WORK UNDER THIS CONTRACT. CONTACT THE CITY BY TELEPHONE AT (1714) 350-7610 TO OBTAIN INSPECTION AND CONNECTION PERMIT AND TO MAKE DEPOSIT FOR INSPECTION BY THE CITY OF FONTANA. 19. THE CONTRACTOR SHALL PROVIDE FOR CONTRIBUTARY DRAINAGE AT ALL TIMES UNTIL THIS STORM DRAIN SYSTEM IS OPERABLE:. 20, THE CONTRACTOR S 1!',.LL NOTIFY THE CITY OF FONTANA AT (71 4) 350- 761 J AT L.F:,`� I" 2 HOURS BEFORE BEGINNING CONSTRUCTION 2 " PRIOR "' STAR -1- 0`7 ANY CONSTRUCTION, THE CONTRACTOR SI-', ILL OBTAIN A PUBLIC ,dORKS CONSTRUCTION PER; ; t "i FROM THE ('31-1--Y' FONTANA EN GINEERiNG DIVISION. 2.2. THE PRIVATE E,)GINEER SIGNING THESE Pi ANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL_ BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. 23. ALL STATE AND LOCAL TRENCH SA! ETY RULES WILL BE RIGIDLY �r!I:, ENFORCED. 24. CONTRACTOR SHALL FURNISH A L E 111ER OF CERT I FI CAT I ON FROM P IPE PETS MANUFACTURER AS TO TEST RESUL1`S OF PIPE INSTALLED. MINIMUM D -LOAD SHALL BE 1350-D. REVISION -NO. Sq4 WAS PREPARED BY 791 SP CONSLILTINE-i GROUP, (o MORGAN SUITE '100 � RCEff 35275 � 25. R.C.P. SHALL BE MANUFACTURED AND INSPECTED IN ACCORDANCE WITH C.3�� > > E '�e�. SECTION 207-2.7, 2.8 & 2.9 OF THE STANDARD SPECS. FOR PUBLIC Y P TRV1N CA. 92'11 (114) 58? -3012 .Po• WORKS. 3� CIT � �� 26. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND ALL --9� l� OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE ®F CN\_�c0 - CONSTRUCTED AT THE SAME ELEVATION AND LOCATION AS THE EXISTING _IXNOMAS A. P1=TESI:U� R.C.E. 35215 IMPROVEMENTS, UNLESS OTHERWISE SHOWN ON THE PLANS. eyl-01 C_SF O. Q S//O� ,� Zz WITH �.,�821 NEl�l�iiQTAI/c�: :5'U/7�'200� ti� 29. ALL PIPES SHALL BE CERTIFIEDyBY MANUFACTURER AND MARKED W RE/yyA/V Al , c�..o D -LOAD, DATE AND TEE'S LOCATIONS MARKED FOR PUBLIC WORKS TUsT//Y, CA.S'�6�0-780.�71-�5)S''-.r; INSPECTOR'S ACCEPTANCE. PACIFIC BELL CO. I ,st. I80 3939 CORONADO STREET �, 3//9.� 30. ALL PIPE WITH VELOCITIES EXCEEDING 20 F.P.S. WILL HAVE ANAHEIM, CA. 92807 30- 4atei 1/2 THICKENED INVERTS. (SPECIAL COVER PIPE) TELEPHONE • (71 4) 666-5494 ;oY C. f/Ol.4IY fP rrZ�, E.#'�.-3l9B ,0.�lTE Va12 31. PIPES TO BE PLUGGED W/ 2 LAYERS BRICK & MORTAR PER UNDERGROUND SERVICE ALERT A/ L.A.C.F.C.D. TELEPHONE: (800) 422-4133 GROUP W CABLE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 8561 NUEVO AVENUE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE FONTANAOF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL TELEPHONE: CA. 94) 3 PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY TELEPHONE (714) 350-2344 ' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: GENERAL TELEPHONE COMPANY QUANTITIES SHOWN ON THESE PLANS ARE TO BE VERIFIED BY THE PIPES OR STRUCTURE S,1 SHOWN- ON THESE PLANS WERE OBTAINED AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD 245 N. MOUNTAIN VIEW AVENUE CONTRACTOR PRIOR TO BID AND/OR CONSTRUCTION. IF NO BY A SEARCH OF THE'AVAILABLE RECORDS. TO THE BEST OF OUR THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS POMONA, CA. 91766 DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION TELEPHONE: (213) 357-2257, OR ENGINEER PRIOR TO THE AFORESAID TIME, THE TOTALS WILL BE ON THE MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING (800) 422-4133 CONSIDERED AS FINAL PAY QUANTITIES FOR ALL WORK SHOWN ON CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE THE PLANS. AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. OWNER, THE ENGINEER OR THE CITY. REVISIONS Engineer CI t BENCHMARK: CITY O FONTANA CAL I FORN I A No= DlscriptlonsApp oval Dates Approval Date J.P. ICA P & ASSOCIATES. INC. 1=11PQ.4T,ED_=STREET N.4ME5' ,� ��.��. r PU13L I C WORKS DEPARTMENT OZ/ANT/_T!Es' ' SHEETS TO .5! f•F 2 J3 �1 S14f.9r FWE 43 - R.R. SPIKE IN E.P. -o1J TRACT 1427.2 •4•`1� BY PP#1536663E S' LY SIDE OF Drawn by! STORM DRAIN IMPROVEMENT PLANS- Sca I e -=_ A�D-TR los. -3 ,-4 F191oT/Uos. D/M _ s?�. `r 4-5�9�a - _ - P �14 � CIVIL ENGINEERS. LAND PLANNERS F�C NTS RE'Co�a D/Z,4b��/�uGS S�IZ_ BASAL I NE 220 +/- E LY OF CHERRY AVE. LAND SURVEYORS TITLE SHEET a Designed by• Dates 2002 IOWA AVE. SUITE 110 F.C. _ TRACT NO. 142;75 142754tvv A _ RIVERSIDE. CALIFORNIA 92507 F C SEPT. 1990 ELEVATION - 1313.04 (714) 276-8760 Checked /by° Approved= 93 Dwg. No. 100, G.R.S.I931-.X7 � nTTY WNnTAIFFR R_f�_F_ 7,120.. 2 - 1 ;o000 4