Loading...
HomeMy WebLinkAbout3910-1 SEWER NOTES. (...._, 1, ALL WORK SHALL BE IN ACCORDANCE WI:HTHESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS \L'ID .ni \ v , ,...) . , _ � CI 1 r---1 iNA AND 1HE STANDARD SPECIFICATIONS FOR PUBLIC WORKS. �.�+ 0 0._1_, I 1 .1 1 1 ....:ii 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCES ii _ri I 1 1_, I ( _f, Ri\ rr,) 1r) �) +� 1 TO PRECEDENCE PROVISIONS IN THE GREEN BOOK , THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY J---i T J J k, ,e' ENGINEER FOR RESOLUTION. ..: :.. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. ini kr' -,/ Il -- EA 5-1 2-, LOT 2 1 Sr M1 ,KUr'1C '�lt1D ger WATER Co.- MS 1 1 ,�,�- "; °';• T DEPARTMENT, - - =�ti - - -, N ;:•:•. 1 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DE ARTME , - _ .. - - - I •�• ••• DIVISION PRIOR TO THE START OF ANY WORE. INSPECTION COORDINATION SHALL BE RECUESTED AT LEAST TWO WORKING DAYS _ / : : PRIOR TO THE START OF ANY WORK PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 0 ') '0 '•••'. ••".'• C_ 0 0 CO 0 0 0 00 0 0 00 C) 0C 0 ='C��� <� �> °:'.�.:°'. :. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AN[1 PROCEDURES DESCRIBED IN THE STATE ( , ljr -'.. "Si -,� 'S 1 OF CALIFORNIA MANUAL OF TRAFFIC CONTROL S, LATEST NON-METRIC EDITION UNLESS 0 IHERWISE DIRECTED BY THE CITY TRAFFIC - - - - - - - - - ---11 „_„_..}_i_ __\-L.,___-_,_ ''-'``"� ""� 40 0 40 80 120 ENGINEER. _ -_ ��'- ___-\\ n _' s �� I w �•�■� THERESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL 71- •• Il i U 1 z 6. IT SHALL BE 20 1 l- .1 ; ` w - DEVICES AT ALL TIMES. 1 - z ; Scale 40' 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN \ o _____ _________ Ari44,, la i, N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. ti ! p- 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, NW( 1� 12'i minc- I I{ SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY >� s -s 3;21 I 1 OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR �' ___________ GROUND MOVEMENT, - - - I 1 s �ti_� -)--1 I I 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR 19I f l --I s 1 I I THAT PURPOSE. 2ji % I G I ' I I \ 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 -_____�_ $- ___� "�_-- � I I ` UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND I I I SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. x 11 11, THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO GAS, " _----- _-- r-j_-_-__ I ,,.�_______, I f LEGEND TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, { s J 3 ..I I �� I STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO 3 N� 18 -�p s-T- - I 4=-- EXISTING GUY WIRE WORK AROUND THEIR FACILITIES. ✓� { I ! Is'�� EXISTING POWER POLE I 1 EXISTING WATER VALVE 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY s �________ _-_- 4_ -- i--� 1 I I I �� �`1 AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER ____________ I ( 1 �-{- EXISTING SANITARY SEWER MANHOLE REQUIREMENTS. �� I I i , �n EXISTING FIRE HYDRANT 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. ( I , t '� - EXISTING FENCE CHAIN LINK _ s_ �� ���_ ._____.___..._______ I �� I i __,,,,,_,�_ ,, �,,,,,, EXISTING BLOCK WALL 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE ST BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE _ s 6.-. 4 \ l_ ___Si { - A _____ ___ __.___ __ EXISTING CONTOUR LINE WORK TO THE PLAN GRADES. THE CONTRAC OR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND 4 17 �`' ; - -(1315)- -- EXISTING INDEX CONTOUR LINE CONSTRUCTION CONTROL STAKING DURING (,JNSTRUCTION. ,�y ,�� 0J I y - CENTERLINE 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR `� (�! cQ�f __ __ �____l -- BOUNDARY LINE NOTIFICATION TO THE CITY ENGINEER. -- -- -- -' L - f 1 ( 1 i 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING MONUMENTS, MONUMENT TIES AND BENCHMARKS, �� x I INV INVERT 6 44C - SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED __ - - -- - I 1 ' CL CENTERLINE AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO cr) f ? "-'T- - C CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE. MONUMENT. ``' 5 I � I ' MH MANHOLE <\IL_ NI, 5 z 16IntI 1 17. THE CONTRACTOR SHALL MAINTAIN ACCE 3S FOR LOCAL RESIDENTS AND BUSINESS AT ALL TIMES. A MINIMUM 12 FOOT LANE [J _ I - I SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. ���0 I j , S I ` II 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST COIITROL, INCLUDING ADEQUATE WATERING, `-- --- --- L_____ .---_-____. - J s LV INDEX AT ALL TIMES. �fl (16 w I I -- Cii) I SHEET 1 TITLE SHEET 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR _ 1 SHEET 2 -- FRANKFORT AVENUE PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. - -- �' �' I 1 l 6 I SHEET 3 -- SEWER EASEMENT 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. �_ 15 a i-s� I- II SHEET 4 -- LOCUST AVENUE U �I - 11 1 21, A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION, FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL 0I s - I I 0 REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. LL j �________.______._________- I ( I 1-1 .I 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON Z a ____ 1 1 -, I INSPECTION OF THE SIRE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING i g ' i ------ -----. 1 I IMPROVEMENTS. - -- - d S r-{ I it I I �' UTILITY COMPANIES 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. ' ,� I 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE I 7 iliff. ti 14 7 y i s I +5°Iii. h SEWER - CITY OF FONTANA 909-350-6632 BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR °�' / L _____4__ _15__ - r 1 - - ?- �'� I TERMINAL CLEANOUT. 7,28' 7.51 15' �' I 1 RUBISH - BURRTEC WASTE 909-822-9739 S 7.49' ; OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE V,C.P. I 4 7.7211 " j - F,•,,h,--- - 4, I i FONTANA WATER - 909-822-2201 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED ( ) - - r _ _ - _. ___ ___ r ___ ____ ____ __ 4 - EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. ___ _.._ 1_ ___ -____ _. a" _- __ __ __ .__ __ __ ._ __. _- 1_ --_ - __. __ a- - - - - - W -- Z- �� -�6„W_ 1-_ __. '_._ 4 __-- - - _. -w- -- - _ x n R - -- - MIMI_ S0. CAL EDISON - 1-800-655-4555 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. - - - _- - - - =--• - - - - - - - -- -- TO Nig L ALLOW FOR MINOR I III THE GAS COMPANY - 1-800-427-2200 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS LLO 0 I11I •J li DEFLECTIONS IN ALIGNMENT. / -I" PAC BELL - SBC - 909-811-2211 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF I I -- 12' x' `_Xl%',!`�h1�� r•',�-, 7 i` I I ►I1 CONNECTIONS. CITY APPROVAL OF CONNECTION TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR I 18' - ___ �._X r f? i r �? r , r ,' r �� r� ,.` ,� ,� 5 5 III ADELPHIA - 800-538-4770 LOCATIONS SHOWN ON THE PLANS. I 12 18' -F- r_ 51 ( } ,�I �J ;�-�+F 2 , C 5, A t- i �l !� `� I 2 5 2 r__ , I , 1I j - III 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY I �`\\ R N C) �)i� :5 12 r -• 1 } �C C I j I I (t) III 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. 6" MIN. 10" MAX. f 6" MIN. 31. THE SEWER CONTRACTOR SHALL STAMP AN "8" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. CONSTRUCTION NOTES: QUANTITIES 10" MAX. 3" MAX. SIZE NATIVE _ _ 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL 0 INSTALL 8" EXTRA STRENGTH VCP SEWER MAINLINE 333 L.F. SOIL COMPACTED 95% - t""11 _ -IN _ VICINITY MAP " TABLE: 200-1.2 [A] � � �� NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. ei 6 MIN, - _ - - N.T.S. INSTALL 4" SEWER r_ATERAL PER CITY OF FONTANA STD. DETAIL 125 14 EA. 6" MIN. SIEVE SIZE PERCENTAGE 3" MAX. SIZE NATIVE ' 10 MAX. 10" MAX. 1 1 2" PASSING SIEVES f SOIL COMPACTED 95% 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. © INSTALL SEWER CLEANOUT PER CITY OF FONTANA STD. DETAIL 125 21 EA. , __, _ BASELINE RD 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 0 NOT USED 'll� 0111.._ 13/4" 100 R " 35. APPROVED SOIL STREILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 0 CONSTRUCT 48" MH PER CITY OF FONTANA STD. DETAIL 112 3 EA. _ (NI 1/2" 90-100 orNN t 0 CONSTRUCT 48" MH PER CITY OF FONTANA STD. DETAIL 112 W/BOLTED 1 EA. 3/8" 20-60 „ NO. 4 0-15 36. ALL MANHOLES, CLEANOUT FRAMES, COVES AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING TIE-DOWN LID PER APWA STD. 210-2 (SEE SHEET 5) 1" MAX, SIZE NO. 5 0-5 FONTANA CONTRACTOR UPON COMPLETION OF PAVING. 6" MAX. SIZE SELECTED NATIVE ASTM C 131 " 1" MAX. SIZE 0 POTHOLE TO VERIFY ELEVATION AND LOCATION OF EXISTING LATERAL 7 EA. NATIVE SOIL BEDDING COMPACTED I TEST GRADING B 6 MAX. SIZE SELECTED NATIVE 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC COMPACTED 90% r0 9or. NATIVE SOIL BEDDING COMPACTED > > CONTROL DEVICES TO THE SATISFACTION FO THE CITY TRAFFIC ENGINEER, 0 INSTALL BACKFLOW DEVICE 4 EA COMPACTED 90% TO 90% > > 38. AS- BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD 0 INSTALL 8" D.I.P. SEWER MAINLINE 447 LF d DRAWINGS TO THE CITY ENGINEER, CONNECT TO EXISTING MANHOLE 1 EA. _ `,r 1 - �.� 1/2" CRUSHED STONE BEDDING Q O ��.,... r• R7PER STD. SPECS. FOR PUBLIC + J J BASIS OF BEARING TRENCH REPAIR PER CITY OF FONTANA STD. DETAIL 131 26.5 LF. ...,..,•..h. :`•. N - WORKS CONSTRUCTION TABLE �"�.:.; ;.:,' ,,:. R SITE IS GRID NORTH CALIFORNIA ZONE 5 PER NAD 83 COORDINATES, PRIVATE ENGINEER'S `- 200-1.2 [A] SHOWN `:,•, '` N 82.0 LF. + a o f .. CENTERLINE OF LOCUST FROM FOOTHILL BLVD TO THE NORTH NOTICE TO CONTRACTOR �� 114,{ :*` '}., L. BARGEE ST ON FOUND MONUMENTS A - - U OF TRACT 2183. BASED OU D •�•'-�-�''' ;' . Yy- N 5? _ �'.-1111 .i 1 < BOUNDARY NOTE: I��- 1 1 11111i1 CONC. NAIL IN FOOTHILL & A NAIL IN SHINER AT NORTH PL AT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE III' _._ ' �< '.::'..: ..- FOOTHILL BLVD R E ! �, ,II �t CENTERLINE HAVING A BEARING OF N01'53'20"W, RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF NO CONNECTION FOR THE DISPOSAL OF INDUSTRIAL WASTES SHALL BE `, `�, 111 II I CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONAS AND BENCH MARK PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE MADE TO SEWER SHOWN ON THESE DRAWINGS UNTIL A PERMIT FOR 'A . } LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL INDUSTRIAL WASTEWATER DISCHARGE HAS BEEN ISSUED BY THE SANITATION ''''° ' w STAMPED: "S.B. CO. SURVEYOR, 7-9 1970" DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM DISTRICTS FOR SAID CONNECTION. TYPICAL BEDDING FOR 8 VCP/DIP TYPICAL BEDDING FOR 8 VCP/ DIP THE THOMAS GUIDE S.B. CO PG 605 ELEVATION = 1307,15 ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE LESS THAN 10' DEEP10' OR DEEPER PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY N.T.S. N.T.S. BRASS CAP AT E.C.R. OF NORTHEAST CORNER ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OF FOOTHILL BLVD. AND LOCUST AVE, PREPARED UNDER THE SUPERVISION OF: SHOULD THE CONSTRUCTION OF THE QRpFESS/0A, CITY OF FONTANA CALIFORN I A Underground errC�C� At REQUIRED IMPROVEIv�ENTS NOT �,� R 'q< o •LAND PLANNING COMMENCE WITHIN TWO YEARS OF 4Q" M ' A YAf Fti = -• CIVIL ENGINEERING '� Q� C •GEOMA T/C ENGINEERING �� �� Q SECTION 4216/4217 OF THE GOVERNMENT CODE THE DATE OF APPROVAL SHOWN �.o �Z aC U[ C C QOG�C� •GPS aROBOTIC SURVEYING RECORD DRAWING SEWER PLANS REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE HEREON AND CARRIED FORTH IN A w -► (- r 3 '- G:-=]oup ,Y` •CYRAX3DLASERSCANNING ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE DILIGENT MANNER, THE CITY ' 3 NO. 57580 70 DRAWN BY: SCALE: VALID FOR YOUR !SIG ALERT I.D. NUMBER CALL ENGINEER MAY REQUIRE REVISIONS * EXP. 12-31-2005 t. NLT "THE FOOTHILLS", TRACT 2183 1"=40" , , 2001 E. FINANCIAL WAY STE. 104, GLENDORA, CA 91741 SEWER PLANS , (PI UNDERGROUND SE.'.��iL.,E ALERT TOLL FREE TO THE PLANS TO BRING THEM INTO & CIVIL �Q P ONE: ( • 914-5788 FAX: (626 •14-5757 WEB: www.megi.bz DESIGN BY, L HEET DATE. 1800-277-2600 TWO WORKING DAYS BEFORE YOU I CONFORMANCE WITH CONDITIONS AND �F o� WMRJ 6 OCT 05 RECORD DRAWINGS 5/26/09 le/', .0 STANDARDS IN EFFECT. of CM.. 0 /0 DIG '� CHECKED BY: _ (f•,Ir. DWG. NO. 1 V�VII,LIAM M.RAYMOND,�R E. 57580 1?,131/2005 APPROVED B �i _ REV. REVISION DESCRIPTION DATE ENGR. CITY DATEWMRJ ~ITY ENGIN R RCE NO. 51152 3910 5 I