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HomeMy WebLinkAbout2761-1Ah- .. Std. hRcnihofs � S �' �I S 3/4' fir••-- 24'Qa - - - - { - 1 Frame s cover 1/d'-�i Shhrfoce of - - - - i�--�.`l _ _ 2 I / I I/t' '� .. A C. 3 SIZE i�IYI4 1. SEWER IMPROVEMENT PLANS GENERAL NOTES All work shall be done in accordance with these plans and the City of Fontana Public Works Department Ground ecf for " ;: .: • I .� :,� b•�ea+ frame _ : ; I! _ _ _ _ R - 4 0 0 0 3 8 M A X . , HOT MIX . A R - 4000 3/4 M A X., HO T MIX A.C. Z _ SEWER MAIN _ - 41. Y ° t ' 45 WYE 45 /8 BEND � SOiI COMPACTED 95X 6" `" �' �` Standard Specifications Dated 1975 and revision thereafter. Standard Specification for public work P� � any l� construction (Green Book) latest Edition. cu ` - r� ' 10 bU►X. 10 bUX. 2. Construction permits shall be obtained from the City of Fontana Engineering Department ,prior to the a e • S-�/�� CA7; T w _ _ _ _ start of work within the City limits. Alt•rr •`• ; .' XCOMPACTED �w ,_ 6" MAX SIZE NATIVE N 3. Adequate stakes shall be set by the Engineer to enable the contractor to construct the work to the plan j cross wire .� . .bond to ; ..• ,' , • lin•. _� • . • . •_ _ „ _ _ It IIN L-1, � 3l M,,,,,45 SOS., 90X r- _ _ 1 MAX NATIVE 4. gr ades. All pipelines or substructures of any kind and all telephone or power poles, water lines, meters, valves, s "' �s • » min . I t €X1STIIdG A CZ TO 94�I hydrants, irrigation structures, etc. shown or not shown on the plans and located within areas to be s •. » s _ ' ...� �'� o • • 6_�_�-- 3" MAX. SIZE NATIVE PLAN .' '• `.. improved and interfering with construction shall be relocated by others. It shall be the contractor's I :, .- - S 0 I L. COMPACTED 95 ��MAX. SEE STANDARDS . . - ' N ''. responsibili y notify g t to nota all agencies concerned prior to construction. j ° •. : i • - - - .i" ' '. ii4 1/8 125 A AND 12 5 8 ON EWER _ -' '" " . `' 5 . �• : , • 6. Drawing of Record plans shall be provided to the City by the contractor. tactor. As-Built shall be provided by the contractor. The Engineer of Record shall provide Drawings to the a .' _ ' \ CLEANOUT BOXES ::�t� W • ' S ' ; =' �, • , S" 8» MAX. 5 I Z E NATIVE Z -}- a © City prior to final acceptance of the improvements. installed •° • • - S 0 I L, C 0 M PACT ED 94 0/4 :.. 7. All sewer house laterals shall be on a 2% minimum grade unless otherwise approved by the City Engineer.c - ° : , - - - - - - - - o N _ " -+�' 2 S,/32 �_ _"h--•• SI H A SELF-PROPT LED y �"�'^` T- n .� c C' D C C' ,� , y „ , IL; .2A. ING s H..SPE Oo ; I� `ro ?c . I � , I , 8. _ c » Sewer Contractor shall chisel S in the curb at the location of the lateral. " % •.-' =� T NAT I V I •' •fig 3I4" r°:A.� . Coe�pAC�'�D 6 VCP '+ 9. Manhole frames and covers to be constructed b the sewer contractor 6 below grade and during paving y - _ 8 •: _ - - '• T CON HALF SECTION 2 V2" I E( Pro- Cost R.C� 41 ��, 4 ,; T ,0;.1 PER CITY FILA: ®$PEC.. �'x'' ' '-y' '�'"" "` 9 TRENCI4 WIDTH •,� - - - 10. 10PYMAL ODM I 11. raised to finish grade. All stationingrefers to centerline of street. Prior to the the drain lines KoaNO SMALL K IN ACCORDANCE _ ._ w sewer construction contractor shall expose existing water, sewer, or storm 4e ' ' SECTION OF • '; `. � "q w/ NOT t 11, PI pt CIL. a 0- uo Ao+ Ns nor = OUTSIDE DIAMETER of Rt PE , � �� �N � �� where connections will occur, and verify their elevation and location. Approval by the City of Fontana ` TOP RMI . .. � s V~" dK •' .Q oa+ Is,, ri> opt AS DIRECTED (�a:�-cut/cal:,. of a proposed connection to a City facility does not imply correctness of the elevation or location as . , Ps_� � ' • '� 4a"1.o. t NAL .40TUL i �: Z• shown on the plans. .. ,' .. '� • '� '• • •* •� ,:- r_ I !11 • , -+_ I. All essavactem within the city of Fontana 7. All .sane of exteeLas pavem•wc being etakc-ei-ray reds•• as essavoct•m perait; •►wed ams enrfase eft*% ovelaLd Shot& 12. Valve frames and covers shall be constructed 6" below finished grade by water contractor and shall be finished by a ;V4 r� from Cho ?while Works 94parceses. receive a task 9049 Of aapwalt emm/at•e. raised to grade paving contractor after completion of paving. - • •. • '• • • ' • ' ,, 46" L a �► r • • '. • ' . • ' • . " �� !, ' S3 � 2. Under,sewwd s•svtee ♦lest .hall be nuc ifte. A. Trewehln..f goo fes .r «r. t. b. pa•e� 2 vend&.. '.,. p'.e' » sets Of rw.• 4-600, rt•h a »it-psepstttd '""s .teaaw- 4'= v.C.P RISER--- 4"- 45WYE , 4" V C.P LATERAL 13. 14. All underground work shall be completed prior to paving of streets. The walls and tacks of all excavations greater than 5 feet in depth shalt be effectively protected as per •s•, • • . • .:. ; . as. ' e ' • - = s • • • '. • ' .::-.u�. 1. Am, Scraec paved .r resurfaced :. the •- 1 45 I / 8 CAL/OSHA requirements. Trenches less than 5 feet in depth shall be protected by suitable means when . • w . : • ; • .. ... • • . • ' 0 J. .mc eat.w..wtr SS SS... p.«.a.., amt prevision 36 mooch* „here' the trench •n- .•ported as rerSased for ..fat, and t. the C•nsa from C,e ensb ons% thaw fast .. PROVIDE WATERTIGHT _ _ __ �• 8EN0 - examination indicates hazardous ground conditions may be expected. w JOINT DETAIL "seer Sec forth is the operacieso rules. •odes&• is to a trawled law•, rill rewire as and resnlset•we pseeestbed N the Cttlfess�s owilaM 25 flat is sock diseets•w• tree PLASTIC PLUG W/ - __ _ -_. Shelf 1S: The contractor shall possess valid permit from CAL/OSHA for trench worts and excavation. �� " 4 -e 14 Clue• !1 Conar•t� NOT oivta.os at lad.4crtal safety. Ch`�ceeL&ne of Creech. For aamhes TIGHTENING BANDS-(D MIN. 2 % SLOPE UNLESS 16. No trench backfill shall take place without prior approval of the City's Public Works Inspector. All L SN Std DoWl Nog. III, 1134 II4 for dr•o A a+t I•f ditoils typical 4• ..opo• fees a WoMfill .h.&t be ""r' contractor and appeeved ►T the Department •f If. If creast failuco Should Oscar, the psiw OTHERWISE DIRECTED BY 4 CITY ENGINEER `� �' - "- 1` s W. ss -j J trench backfill shall be tested and certified for compaction requirement by a registered Geotechnical in J1aAtliOA Ond jlhnttioAf. Fuhi�s • p#iii i° sh° FLaw�wi of W Mme' sit ca•/devetoper will be wetafttd at r� r ~ the State of California. L Ecc•nfrk cam w war in lift nowt p.vmtst. .mak .. f td L.ns t.. and .l loved C. few(O L LU replan•, remedy chis work. Upon It►luse E L E VAT I O N SEWER MAIN � r 2 - - .� 17. Contractor shall be required to maintain two-way trattic at alt times unless d►tiYet'ViTiSe approved by the camenk coewsb 3. The loweO I�ehol• stop shell bj placed not s. F.�....w p......s w&t >» ...t.... eir:..t. s of th. 9Ngractts t. promptly c•..lp ave. days Of e=cavociese a tiwlaam 2-tweh chickadee reser order ad the city tasiao•t. t•r.msit CONSTRUCTION . NOTES:City Engineer. traffic contract signs and devices shall be in place to the satisfaction of the City lees toot ti n•. �r. titan 24 obore saflL of temporary sepkalt pastae &"it be placed with- failures •hall be remedied, removed. re• is the treseh area until pot anese repair two pias" at poe.atte*14e &"w este •wp..ts. M I. RESIDENTIAL SEWER SHALL BE 4 MINI MU1N, V. C.P P PE. Shelf Traffic Engineering prior to start of any work in public right of way. v • _ 4. 'rho RsenrAw ,top sh•tt w p .0 , ,° - - b*two*n the top of monholf and the C2 to complaced. The ter�rary paving shell be R pl.aas sed co�pccted Lw Su9b . snanee ore to pre- I1. sesdta material •hall be Saws. trawl. vide a Safe and Smooth traveled sucfaee. permit• crushes aggregate, or native free-draLn• ALL COMMERCIAL SEWER CONNECTIOMS �. 8E 6 i�C.P - SEWER LATERAL WYE & R I SER. ESSJp , 1S. No open trench shall be allowed at the end of the work day unlet secured By k-raik or Fencing to the the Cit Engineer the Ci Traffic Engineer. M nwnhoN to fra a and shell mei M•t� more thetn 3 PSWO manhoM. tee .hall tasacaaa the &.seers pavesset L• a Los granrlac .•testa► Naetwe a saws e�ut- `' Safe ass snwath atdlii•e unfit �•e�eNwe pavisy valent of not lee• Gnaw )0, Sas Mail have Q 'N h 3. ALL SEWER CONSTRUCTION I N THE PUBLIC RIGHT-OF-WAY W. � ley 19. satisfaction of y g and Contractor shall be required to fulfill any NPDES requiter rts. A /Ls s All ;ansa sA.II w R>tOrt9re�T. ,w place. a percentage com»•.CLOW by ve.aht rh,eh e.wfere►s to Chofollowing gra. Las, SHALL BE VITRIFIED CLAY, PIPE. ���o �' 20. permit The contractor shall immediate! note Cit Public Works Inspector notify C' E Ofilve �Y N 3 exist&" 4. CONCRETE BOX SHALL BE INSTALLED WMERtEVER LATERAL ik Y Y P� Of and i. 3/4 a ,.k. ~ stop or ~sc ~ pep �Nt ASTM A-e2, ASTM C-4T6, ASTM T"• It now-Gee" 43756. 6. Prior to plae•mm w of perasembe pewtes, pavement: shall be ewe to a "at scsaLews Liss. :_ F•esttwtast Fara... Favemen9 craek4d ad jas•me to the growth ew4tt .. 2-1:2..................... 90-ice 2 RISER WILL BE I N A CONCR ETE AREA I E. ORIVE�AIAY. W N& 25126 m ' -- � bo. 1WIA3 � SEE STANDARD, DETAIL 125A. * ! Manhole h ole NO. s i thru 3 Engineer of Record in case of any discrepancy found in the Contract Plans and specifications. Any design changes must be approved by the City Engineer's Office prior to its construction in the field. r•,.,0�, Me. r...... •3s•lf� �•"••'•••�•' 5. PLASTIC BOX SHALL BE INSTALLED WHENEVER LATERAL r' �rv�4� rf - 21. The contractor shall provide access to local residents and emergency service personnel and vehicles at RISER WILL BE IN TURF AREA; I E. PARKWAYS. n� CALF 4a all times. ' S/s/8i T s I Type, " �S InI 7/20/ Ne, of T Ri _ _ ..., - _CIT T- 11 -� -: �, . -•� �2,10R '.d �r.:.c1"^:�^ BJP ^� �:�_"'NT PA`I"�t�.t". , =-3 ^•� �' MORK -- . _ _ -.•; =... _....�_:�_. _ . SEE STANDARD. DETAIL 125 8 4 Revised 5-93 ss - ' �� INLET 22. Contractor shall protect all survey monuments in place where shown or not shown on plains. Prior to removal of any survey monument a corner record shall be filed with the County Surveyor's Office by Licenced Land Surveyor Civil Engineer the State California. Copies Recorded CITY F FCAILIFORNIADrams � �u,f . O FONTANA STD. pAAWN 9Y .=...:_:'J._.--- STD. STANDARD PRE -CAST Chocked 9y D STMMANHOLE TAIL CITY o f FONTANA, C AL I PO R N I A C H E C K E o SY � '� - - =� ' � ' 4el DE TAI CITY OF "TANA CALI FOR(�A DRAWN 8Y STQ j CHECKED BY G.nI_ DETAI � � a of registered in of of .Documents shall be provided to the city. The disturbed or removed survey monuments, shall be reset • A �� RaAforew Ctmcr�h for s to 24 Pipe °� � * � � � _ _APPROVED BY -t -- � REPAIR � TA N D A R D TRENCH E - / City E"`�""'''131'- /, � SEWER LATERAL HQ�1SE CLEANOUT? � - APPROVED 7�4,r. k.�..�c 12 5 by a California Licenced Land surveyor or Civil Engineer and corner records shall be filed with County Surveyor's Office for �„ �,_, . �s�r - OATFE / recordation. Scale t I "= 2' n. t. 8.. DATE -��- 9 I ,�< (WABASH A„ � 23. Contractor shall not be allowed to store any material equipment in the Public Right-of--Way without prior approval of the City Engineer/City Traffic Engineer. - Z - r - ~ FARIELL ST 24. 1... W Unless otherwise specified Sanitary Sewer lines shall be Bell dt Spigot type Extra Strength Vitrified Clay Pipe. w ., MILLER CLOS C OROS AV u 2 A.C. Pavement Los CEM AV Hs W Nall o } - i ap �, 25. Short Stubs with flexible compression joints shall be used at the manhole walls to absorb minimal to surface - s ` WAul 9 31 ,AW 9 n O _ Shelf deflections. Manhole Frame ( -� - -- gg 16300 16700 ��► �Il q;, S cn `� w CEItltIIaS ST CE IS CoVK Alh om br o Foundry Ca Ltd. 1 1419 OR 1419T SERIES COVER ;CT T°: o a W $ FERN fixvT i •� '• •" oR �: . No. A-1.170 Cr m �,`q: WINCHE R CD W cu < �� w MOUNTAINLOVELLAWAV ;i� •�- i{ibY Ali NONrECA ACA" MELON W AV Manhole No.s 5 6 3,....... RD and 0 + / OO � <:ITA _ ► DR 16000 16500 16900 ^5 � � A % 1 A OR <' JOCKM = '< OR JAC%"I� AV Ci i I�NTGOIIERY SSSS. '°°"E'" < J 1700D" �• .R s MOPITcoaERr AV o t�Ro f�G � 16100 I6�00 �j OUTLET SAN JACINTO AV SAN JACINTO ��� - . ' UK 0 Z '< ELAINE ELAINE DR 16700 AV 16300 RAY CL Ar HDLGUIN E NE DR _ < Uj N J ^ AV ` / >• AV < RAMONA Cr o Q i i RAMONA < W 6 1D 5 O O W r_ QUANTITIES ESTIMATE ER RMgtM AV PR UA � ►- MILLER mIU Ab V J H � � \ Inner. Pea A� ( 15800 a ac J 16800 v~i r FAIR- 31` AVIR AX g i W W < 9 Y VIEM �l W iv " b V) 'ti CL (A �_ fAIRFAX CT I W W FAIRFAX DR N S !eR MIO c w FAIRfAx S � Manholes 6 ea. �� F�,RvtEr J ^ a. MAUIGA -- _ - - Alhambra Foundry CQ Lid. i YM ""l'"'"A ST S `a >- r�sr� �0 NTv! No. A- 1172 - -" - 8" VC P Sewer Main 14 53 a h NOTE Not to be furnished ori VICINITY MAP rn �; _ _ 4 VCP Lateral 1180 I. f. unless coiled fur in . slpeaiil�aiieaa. _ 21 PLAN 15 3/4e PRIVATE ENGIHEWS )VOTE TO CONTRACTORS: • 12" MIs• A.C. Pavement to 12" M1e. 1419 SERIES BODY � ' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTII,ITY PIPES, v�0fn�int s u rf o c • �� lint Pavement--, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A - SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE �'- ., . • : �• • Q ►.' .'• ; •'. �' N �, ,,, • , ; • , , ., p • ,� 'ITIERE ARE NO EXISTING UTII.TTIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO Man hole No. 4 CONSTRUCTION NOTES . PROTECT THE UTELITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR a I • • FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY ' Moale :9srrsl 1. The Cleanout Box to be a Brooks No. 1419 Series ' with Plastic Cover or Equal. t+ G st PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE nsA*M". MANHOLE JUNCTIONS (D-Install 8o Extra Stror�gth VCP Sower Main with Bedding per Detail on Shoot 1. 2. Box to be Installed t o allow Maximum Access to PL Cleanout. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DtTRIN(i COURSE OF Fill Trench and R o p a i r Pavement per City of NOT ES t SECTION A-A 3 3. This Plastic Box is to be Installed When ever the V.C.P. Lateral Riser WiII be in a Landscape Area. ! *�► CONSTRUCTION OF THS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE L04111M TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR Fontana Std. Do to i I No. 131 . From* d Cover C "`MiW CNi� �t ��' 3 install Manhole with O A per I t W SAME AS EXISTINS - 3 a S" M412. -_ E pf CAI.�� SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY OF SAN BERNARDINO, • o t Fontana Std. De t ei 1 No.s 109 and 112 . Rtrissd 8- d8 ���/ ,cam �� N Signed. Date. to THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON LEGEND 4 Install 4• VCP $iwlr Lateral with CIfOAOtl1 Ofl� A 9 ✓ase/ 6•» ck� lt' S e �► ACRD STD. DET. 93L6012 THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE r c NCE OF THE o OR THE ---- t °� w --- t �y Diam. waterline Box per City of Fonteno Std. Detail No.* I2S - - CITY OF FONTANA CALIFORNIA Drawn By -- STD. CITY OF FONTANA, CALIFORNIA Drawn BySTDOUNAUTHORIZED CHANGES &USES: The and 125 Be STD MANHOLE FRAME St COVER ch•ck•d �► Checked By C.�.S� engineer preparing these _„_ pr P 8 G t Diam. Gas tin• CONCRETE��� C�OLL� • Approved � � TSL SEWER 'CLEAN 0 U T B 0 X Approved By � _ DETAIL plans will not be responsible for, or liable for, unauthorized changes to or uses All be in be AND REJNFORC,FD `; ; s�' f f 109 Date �•�t• of these plans. changes to the plans must writing and must p g p $ Scale:.125 Date _-.mss N . T. S. � 5 approved by the preparer of these plans. Underg"mid S�"Ice Alert -W � GH ARK : �N M No. DATE REWIM Cx8y CITY OF FONTANA, CALIFORNIA •fil CaW TOLL FREE San bernardino Gount bench Mark Wo.90b. 8A313 OF BEARINGS ENGINEERING and ASSOCIATES ." s o�`\, 9EWEKIMPKOVEMEWT PLAW � �s - - 1-800 bra 0i9G ytampCd 7-13, (770, in Top of Curb in center 7�ayin at Eag� End of Gurb �e�urn Nor htayt corner t of Gatch Foothill Conteriine of TOYON AVENUE as N. O' 18'456 W. 3S6I M.B. 4T / T3 T4 LAND PLANNING AHO C1111L ENGINEERING No. 36361 *, .. .. _ p a- o-oo T29 N. D STREET; SUITE 1 SAN SERNARDINO s CALIF. 92401 A G M TOYQN PtVtyU from Miller Avenva To Militia 06\18. i From Date AV�rwe �l.A NE DICIVL SCALE: Ag "VW DAM DESMINIEn BY: 422-x1 � P�oulward and Gypreyy Avenue . _ per Tract No. , . . �� Phone 894-7090 Fox(909�884-012 _ is b To preyep Avenue. w OeG. 1&37e Eleva{ion • t3 il. 323 t :,_ {s: T4s, ,�". wow. 23, 10192 CHECKEn BY: APPROM) PY: t- ax_" DRAVANc NO.: yv r �� DATE lyt T1IM0 WIOttKtl�Ki DAYS BEFORE YOU DIET 5 u ra y h n od d i ah , R . G. fl• 36 3 6 t t7atG MCINMM I.C.I. !27G1 RIVERSIDE BLUEPRINT - RIVERSIDE. CALIF.