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Home My WebLink About3791-1GENERAL NOTES 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 SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST 1N 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. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF 774E 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 TRAFFlC 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 SE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND SAFETY. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY 1MTHOUT 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 N017CE 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. STAT70NING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT 774E WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. 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 WALL 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. 17. 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. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. 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. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. 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. 22. 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. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXIS17NG CONCRETE. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM 774E DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTOEO OF BELL AND SPIGOT OR BAND SEAL TYPE WTRIFIE0 CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECT70NS IN ALIGNMENT 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXIS77NG FACIUTIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. 1FEXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF S TREE TS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 3Z UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DlGdLtRT DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-260:0 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NMEwlE'ploMP'IVIERM' A B P R PA L MAP N ABBREVIATIONS VC ....... VERTICAL CURVE TP ....... TOP OF PAVEMENT TC ....... TOP OF CURB EL ....... ELEVA TION FL ....... FLOWIJNE FG ....... FINISH GRADE FS ....... FINISH SURFACE CF ....... CURB FACE GB ....... GRADE BREAK HP ....... HIGH POINT INV ....... INVERT ELEVATION TG ....... TOP OF GRA TE CS ....... CATCH BASIN RD ....... ROOF DRAIN LO ....... LOCAL DEPRESSION EP........ EDGE OF PAVEMENT COTG .... CLEANOUT TOP OF GRATE SMH ...... SEWER MANHOLE R ......... RIDGE LINE P.I.P..... PROTECT IN PLACE CL ....... CENTERLINE OWY...... DRIVEWAY WS EL ... WATER SURFACE ELEVATION 1000 PROPOSED CONTOUR s3s EXISTING CONTOUR UTTUTY PROVIDERS SEWER CABLE - TV CITY OF FONTANA ADELPHIA COMUUN/CATIONS 8353 SIERRA AVENUE 5944 SYCAMORE COURT FONTANA, CA 92335 CHINO, CA 91710 (909) 350-6731 (909) 591-9571 ELECTRIC TELEPHONE RON CARDENAZ SBC PACIFIC SBC PACIFIC BELL EL SOUTHERN CALIFORNIA EDISON 55 (909) 357-6240 ADJUST MANHOLE RIM TO GRADE AFTER FINAL PAVING IS INSTALLED GAS I SOUTHERN CALIFORNIA GAS CO. PER CITY OF FONTANA STD. 109............................................................................................ SAN DIMAS CA 91773 EA (800)427-2000 PROVIDE MANHOLE SHAFT SAFETY LEDGE PER APWA STD. 330--1 (SEE DETAIL HERE ON) ...................... WATER EA VEST SAN BFRNARDINO COUNTY WATER DISTRICT 855 WEST BASELINE, P.O. BOX 920 RIALTO, CALIFORNIA 92377-0920 EA (909) 875-1804 CONSTRUCT 5' 0 MANHOLE PER CITY OF FONTANA STD. 112 (MANHOLE DEPTH>15' OR UNAUTHORIZED CHANGES AND USES CONSTRUCTION NOTES THE QUANT177ES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUAN TI TIES AND 610 A COMPLETE JOB. s3 INSTALL 8" "EXTRA STRENGTH" VCP SEWER LINE (BEDDING PER DETAIL ON SHEET 1) .......................... 1738 LF s4 INSTALL 10" "EXTRA STRENGTH" VCP SEWER LINE (BEDDING PER DETAIL ON SHEET 1) ......................... 1288 LF G INSTALL 12" "EXTRA STRENGTH" VCP SEWER LINE (BEDDING PER DETAIL ON SHEET 1) .........................4615 vrr: ,ear LF O INSTALL 15" "EXTRA STRENGTH" VCP SEWER LINE (BEDDING PER DETAIL ON SHEET 1) ........................ 1638 LF s1t ADJUST MANHOLE RIM TO GRADE AFTER FINAL PAVING IS INSTALLED MH131 I llqt :r I 17 I I PER CITY OF FONTANA STD. 109............................................................................................ 34 EA 9 PROVIDE MANHOLE SHAFT SAFETY LEDGE PER APWA STD. 330--1 (SEE DETAIL HERE ON) ...................... 17 EA s15 CONSTRUCT 4' 0 MANHOLE PER CITY OF FONTANA STD. 112 ......................................................... 10 EA sJs CONSTRUCT 5' 0 MANHOLE PER CITY OF FONTANA STD. 112 (MANHOLE DEPTH>15' OR 2 0 BELL SEWER PIPE DIAMETER>15-)........................................................................... . ...................... 24 EA S22 SAWCUT, REMOVE AND REPLACE EX. PAVING IN KIND PER CITY OF 4-1574 (SIS, 01AGONAL3 j P ACE DIAGONAL (4,11) r DETAIL "L "A' L= 1.3 nk (4,�P B BOTTOM ROTATED 93• SECTION Q-9 FONTANA STD. 131........................................................•-----.-.-.---.................................------.. 250 SF s3s INSTALL 8" x 6' VCP WYE..................................................................................................... 6 EA sa4 INSTALL 6" VCP 45 DEGREE ELL ........................................... . . ............................................... 22 EA sssINSTALL 6" VCP PLUG...................................................................................... . . . . . ............... 22 EA ss4 MODIFY EXISTING SEWER MANHOLE FOR PROPOSED CONNECTION...................................................... i EA S65 CONNECT TO EXISTING MANHOLE ............ ................................................................................. 1 EA 9 INSTALL 15"X6" VCP WYE....................................................................................................... 8 EA sT1REMOVE EXISTING SEWER UNE.................................................•-•-----...........---...............------...... ST3 PROTECT EXISTING UTILITY IN PLACE (TYPE AS SPECIFIEO)............................................................. I MH#4 S81 CONSTRUCT SEWER ENCASEMENT PER DETAIL ON SHEET 1............................................................. S86 MODIFY EXISTING SEWER LINE FOR PROPOSED CONNECTION............................................................. 2 EA O INSTALL 6" SEWER LATERAL...................................................................................................1075 LF S89INSTALL 12"X6" VCP WYE ...........................................................................................•-----..... 5 EA s9O INSTALL 10" x 6" VCP WYE................................................................................................... 3 EA CAUTION: 774E ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR. OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF 774ESE PLANS NOTES. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE 774E DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF V?RORS AND OMISSIONS DISCOVERED DURING CONST RUCWX UPON REQUEST OF 714E CITY INSPECTOVR, 774E REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 774E CITY ENGINEER FOR REVIEW. CONSTRUCTION CONTRACTOR AGREES 714AT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 714E 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 WI714 THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM 774E SOLE NEGLIGENCE OF DESIGN PROFESSIONAL PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77UTY PIPES OR STRUC7URES SHOWN ON 774ESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTIU77ES EXCEPT AS SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 774E UTILITIES SHOWN AND ANY OTHER ONES OR STRUCTURES NOT SHOWN ON 714ESE PLANS ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO MESE PLANS SHALL CONDUCT TUR OPERATIONS SO 774AT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND 714E PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY M714 THE 'OCCUPATIONAL SAFETY AND HEAL 714 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 774E CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR IM774 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 THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; 174AT 774IS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION W! 714 THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 774E OWNER OR ENGINEER. 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. NO. REVISION DESCRIPTION [Ill i.f[1`LL�1 SECTION A -A (-- PRECAST FLOOR SLAB 0 ^'-50 mu or i54 62`16'1 VERTICAL SECTION - .... MANHOL5 SHAFT SAFETY LEDGE �,OP s�naac>Y eo�ee rrra 6 3 ,I SLAB I 40 rem U 1/2'1 GRpc1T 51HOLES vrr: ,ear _00NALl FOR FLOOR SLAa LSnm(24`1 Ubt"M STANDARD SREGIFKAIVOt4 MR PUBLIC WORKS COASTRUGTI{?li NO. 4 0-15 NO. 5 MH k4- MH131 I llqt :r I 17 I I AOUT 13 ' 2-14 BARS TVP ! I 2 0 BELL MH ma 13'-4• LON MH#7 H#30 - I I f - R - U) I I I 4-1574 (SIS, 01AGONAL3 j P ACE DIAGONAL (4,11) r DETAIL "L "A' L= 1.3 nk (4,�P B BOTTOM ROTATED 93• SECTION Q-9 REIrIF'ORCEW01 DETAILS FOR FLOOR "o ROOF suss AMERICAN PUBLIC WORK3 ASSOCIATION - SOUTHERN CALIFORMA CHAPTER - - FN4k,kGAr-W 9R I nA, ,Rn=� - .... MANHOL5 SHAFT SAFETY LEDGE $TANWDAAW T s�naac>Y eo�ee rrra I 3 ,I tp I 112m vrr: ,ear SrteET t OF R Ubt"M STANDARD SREGIFKAIVOt4 MR PUBLIC WORKS COASTRUGTI{?li DATE ENGR. I CITY I 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. I - I �I 1 2 3 4 I I` 5 LINE SEET11 NOTES I. MANHOLE SHAFT SAFETY LEDGE WILL BE NOTED 09 THE, PROJECT DRAWINGS WHEN REOUIR€O. IT 13 TO OE CON3TRUCT1_D WHEN DEPTH OF MANHOLE TO INVERT 13 GREATER THAN 6 rrd20"1 AND MA14HOLE SHAFT 13 GREATER THAN:3 2. A SAFETY LEDGE SHALL NOT BE USED IF A PRESSURE MANHOLE IS REOVIRED. 3. STEPS SHALL COWORM TO STANOARO PLAN 633 OR $36 ANO SHALL BE ANCHORED 104 mm f4.1 IN THE WALE. OF THE STRUCTURE. STEPS SHALL BE PLACED TO MATCH THE SPACING OF THE MANHOLE SHAFT, 4. REINFORCEMENT SHALL BE PER ASTM A 666 GRADE 300 (ASTM A 615, GRADE 40) AND SHALL TERMINATE 50 mm (21) CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. S. GROUT HOLES, PIPE AND FITTINGS SMALL BE PROVIOCO IN THE FLUOR SLAB. PRESSURE GROUTING SHALL BE USED TO FILL VOIDS AND TO SECURE UNIFORM BEARING. T14E GROUT SHALL BE NEAT CEMENT GROUT AND muTma; PRESSURES SHALL BE AS DETERMINED IN T'He FIELD BY THE ENGINEER. 6. PIPE RAIL SHALL BE FABRICATED OF 32 mm V 1/4•) STANDARD GALVANIZED PIPE COMPOSED OF TWO SECTIONS 2.25 m (P-44 8 450 mm (19.1 IN LENGTH JOINED BY A GALVANIZED COUPLING. THE COUPLING SHALT. BE THREADED A MINIMUM OF 50 mm (21 ON EACH PIPE LENGTH, 7. ROOF AND FLOOR SLABS SHALE. BE PRECAST AND KEYED FOR REINFORCED CONCRETE PIPE SECTIONS AS SHO>r K ALL JOINTS SHALL BE FILLED WITH CLASS C MORTAR AND NEATLY POINTED OR WIPED ON THE INSIDE. S. 1800 mm (72') RCP SHALL BE PROVIDED WITH TWO CIRCULAR CAGES OF REINFORCEMENT, 9: QIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT C EQUAL VALUES. If METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALE. BE ENGLISH UNITS. THE FOLLOWING STANDARD PLAN IS INCORPORATED HEREIN= 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT 400mra 136•11 WITHOUT R€DUrER 635 STEEL. STEP 636 POLYPROPYLE14C PLASTIC STEP 7 0 10 » SHE T 8 2 6 W u SLOVER AVENUE SHEET 5 SHEET NO. - 1 TITLE SHEET I SEWER IMPROVEMENT PLANS & PROFILE MH 10 I 112m 90-100 318" 20-60 NO. 4 0-15 NO. 5 MH ASTM C 131 TEST GRADING MH131 I llqt :r I 17 I I 13 ' 2-14 BARS TVP 581 I 2 0 BELL MH DETAILBEDDING ON 5#ET 1 MH#7 H#30 - I I f - R - U) I I I fI i MH#29 �- PROP.- 14 _ I I I I LINE A I MH#6 MH 28 I I I - - - I W °° I MH#5 MH27 LINE D 15 (j) I I MH#4 Q� -N MH#26 771<41\ ; .i MH#318 MH#25 16 W LLI SHEET 7IEET 6 MH 2 19 MH#1 SANTAANA AVENUE - _ _ _ 2 (n 1 U-) SHEET INDEX MAP NOT TO SCALE SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2-11 SEWER IMPROVEMENT PLANS & PROFILE AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER simaAmpi m 330 - 1 MANHOLE SHAFT SAFETY LEDGE_ 1 112- Db+3' i iOvESS F.A% ��EFyI� W. N0. 33366 >'a��„ a: EXPIRATION ; ;'. 6-30-2006 .'i CIYI%. X9l • . •��!\E•OF *CA� TABLE0200-1.2 [A) SIEVE SIZE PERCENTAGE PASSING SIEVE 1 112- Db+3' 1. - 3 4' 100 112m 90-100 318" 20-60 NO. 4 0-15 NO. 5 0-5 ASTM C 131 TEST GRADING B 3- MAX SIZE NATIVE SOIL COMPACTED 95% 6" MIN 6" MIN 10" MAX IO" MAX as 6' MAX. SIZE NATIVE SOIL - COMPACTED 90% i" MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% Q SEWER VCP 1/2" CRASHED STONE BEDDING `t PER STD SPECS FOR PUBUC I ' WORKS CONSMW 17 N TABLE 200 1.1 (AJ SHOW TYPICAL BEDDING FOR SEWER VCP 10' OR DEEPER NOT TO SCALE Ob DIAMETER OF BELL D - DIAMETER OF PIPE SEWER ENCASEMENT Nor T'0 SCALE CITY OF FONTANA, CALIFORNIA Q)HUSEWER'ONPR oOMENENT PLIA&I 8 Huitt-Zollars, Inc. Ontario DRAWN BY: SCALE: PARCEL MAF' NO. `16264 HORIZ.:i 1101 S. MILLIKEN AVENUE, SUITE G ONTARIO, CALIFORNIA 91761 * (909) 390-8400 H -Z STAFF VRT.: 1'= VSERRA Busmas PARK DESIGNED BY: TITLE SHEET DATE: APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DATE M.H.M. 02-28-2005 11 CHECKED BY: AP -P OVED DWG. NO.:.57 f - j 33366 6-30-06 3_15.o5 M.H.M. c - �:F'S 3791 C ENGINEER R.C.E. 51152 DATE: 11 o� 3 N a N 2 / 0 0 Db+3' MIN , 4 N a N 3000 P. CONCRETE ' 2-14 BARS TVP 581 0 BELL �/ DETAILBEDDING ON 5#ET 1 SEWER VCP 1/2" CRASHED STONE BEDDING `t PER STD SPECS FOR PUBUC I ' WORKS CONSMW 17 N TABLE 200 1.1 (AJ SHOW TYPICAL BEDDING FOR SEWER VCP 10' OR DEEPER NOT TO SCALE Ob DIAMETER OF BELL D - DIAMETER OF PIPE SEWER ENCASEMENT Nor T'0 SCALE CITY OF FONTANA, CALIFORNIA Q)HUSEWER'ONPR oOMENENT PLIA&I 8 Huitt-Zollars, Inc. Ontario DRAWN BY: SCALE: PARCEL MAF' NO. `16264 HORIZ.:i 1101 S. MILLIKEN AVENUE, SUITE G ONTARIO, CALIFORNIA 91761 * (909) 390-8400 H -Z STAFF VRT.: 1'= VSERRA Busmas PARK DESIGNED BY: TITLE SHEET DATE: APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DATE M.H.M. 02-28-2005 11 CHECKED BY: AP -P OVED DWG. NO.:.57 f - j 33366 6-30-06 3_15.o5 M.H.M. c - �:F'S 3791 C ENGINEER R.C.E. 51152 DATE: 11 o� 3 N a N 2 / 0 0