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HomeMy WebLinkAbout1882-2NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES OR CONDUITS :SHOWN ON THESE PLANS ARE TO BE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OR OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. '¢O THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY iLINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE.PLANS. IT SHALL BE J n� THE CONTRACTOR"S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES + + + + + + + + + + + CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND V RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. } CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY ,QJ DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. PRIOR TO CONSTRUCTION •G D > + / + OF ANY CONCRETE STRUCTURE, THE CONTRACTOR SHALL VERIFY WITH THE SOILS ENGINEER, THE Q TYPE OF CONCRETE RECOMMENDED. ' SUM M IT T ' CONTRACTOR 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 OR PROPERTY. THAT THIS REQUIREMENT SHALL APPLY C014TINUOUSLY AND NOT BE + + + + + + + + + i• � �1 r / LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AN.- ,Q +/ HOLD THE OWNER, THE ENGINEER, CALTRANS AND CITY OF FONTANA HARMLESS V FROM ANY AND -ALL LIABILITY , REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE -OF + + + + + +/ + WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF OWNER, 111 ENGINEER, CALTRANS AND CITY OF FONTANA. � H �- -4. 4. 4. _-4. oTof� A6gfWVr_-;, 1�&.T NEF eiJAL-L C.,OtjrAoT ,&�4 p e- a& Ito AH INepUIMY I.. Ht)N UH " Q I;5 out4 Co) qA:-pwi c, A� T C t - -2 2 •d ••I ��� �.-r LzAroT TWO wPf% Kt Nq . C76.`(� p� (Dpi. • TD Clot -'I M 1✓M Gl t�C-t �x G,dV,dTi oN . Tf�4I �0To I� AC -T -LY 11V ;T�51T.t�-UTILI T KP.J VSL 1T NM ���t4 T'� �o �'DI,jLocation Ma Sheet Index '1 �A?� TAC (� 1'' I Yl M AT5 Cf �Ud•N��t'I fro o �A•N�In' �I�IT Welded Pipe Joint Details Il I�— Go'_} rf�UCGT � a. D• MIN. Xl- C,droINC-f 28S L� 2�--- C-oJTe)JGTt I•D Q�t. rI i Gr►L c 8 MIN -748� LF ID P17 1/16" MIN. PENETRATION1/8" 3 C�I-h�-r#�U�T �.T�i�7NA.T G�IVI C /-1a iING 1/83. MIN. S �• � -- Aro �{- cdNTp� UGT I� � � EAS FA I 3 1/2" LAP GROUT 1N FIELD �—' GoN�"f'�UGT �►I ►-A NGS n flu T`ret)P .Y vt. VE , GL i 5vF�) 1/4" STEEL RETAINING ROD CPO1 WIT Qu Oc ^t, t: HUT 0rV12),N-TO i FIELD WELD ALL AROUND PIPE• _ f;; _-=.Zri:•;� ;T:;r .. ;:, I MORTAR COATING rL01ka ;; :, .t ; �. a=s. .. ' •, .s_: ' r.•'' �;''�''.' SEE NOTE 1 IEE NOTE 1 ... �•tc I r��" i' :�_ ,?t y„v.; . .: • .i ' • , • • i �' cx5l4 c_ � iV GT q- Low GAF b. IL Sfi u 3 I �L� .,.•,?`. .,:•••�,•• •. ':`f•:t1om •`•„ r _ ••.ri• �,'• .t' ,..�'1.'•''•`. '• •:. 1. _ .. g�j`'-Got�N G T Jy•y�'•� oI {mo 11T MORTAR LINING c bE — i I ?:; ., .',�.".,:,•1 ,. �ti"4:.;r:7 •,•� •v.- 's .l •• •• —1.._— SEE NOTE 1 I v4t� E 7 Q� I✓�iF R,►�T�tD1; Jp�G�ED GA�1hIG-I �wY NAIL 6 � sNEET 3 Fcf� q)L)mTiTI a,) �-6P4I�--�'r-ctrl&L�f $" CEMENT MORTAR PLACED IN FIELD ROUND RUBBER GASKET � - � ,'� 4 20" PIPE AND SMALLER, DAUB BELL AT 34 END OF LINING BEFORE STk3BING, J y � --lel-� MPL- THEN SWAB SMOOTH. 24” A.ND LARGER,1 t✓ .Q 11 FNVEI''{ -H'T 6IND 2�-O POINT AFTER BACKFILL. \\ r O A91 1.--1w1jHP F6404 �\ 5 �-� 21t coTl,. w/1'1'er) Q. X r co - C�c 'I= `�I� �L�--j a ALTERNATE BELL AND SPIGOT JOINT •"tA GoM WG�J wa --r� CEMENT MORTAR LINED AND COATED STEEL PIPE (CMLCSP) \• I✓v-TUp�E w,art F, .t_1NE I,A, / I D1�ip? IP�LrrI oil - 3�G MIK cw0 ` _ I• 1✓-- 1✓1r1�� � •TIEt� LINE : o �:- ��� L I f-: VbED a IZ. AI6iNM�N MA.► ' ;Q , — I �- x TI*NC41N(51 LNND I.a art.. P1M -wA-r— � f�0 �D 2f- PXPL - MINL ._.._. --.40 MIH. covof INSTALL S" EXTRA HEAVY HALF�u�U�✓ I.2� i I INV. 10 5L)OrA� G10.1, MIN. GROUT IN FIELD COUPLING WITH PLUG WHERE I ( I I 1/4 REQUIRED FOR ACCESS TO PIPE. 3/4" MIN. INSTALL TWO COUPLINGS FOR PIPES 16" THROUGH 24" IN SIZE. ( I I I I 11h A4 Az 10" x 1/4" BUTT STRAPWIRE ADD 3/4 MESH STUCCO REINFORCEMENT TO FIELD - APPLIED MORTAR" it � `"S� � � i�J �.� ' �'�► `� � i� �'`"� ,4 .. , 5- ti C+� m A-V) o BUTT STRAP JOINT \ / 1% t F= w I w) 'w 1 h5 IN VVIV I�'f f'• P I �� �v 8 5L�( DI= f�A. l�1 N� 2 2 o t 5- L4. - �d I•� gTl. �I� ML �'� o 0 11 . x �' S G p U L DF � � �vV 1 N C� � • G o� t� 1 �T ��75tl T SLI ol�}tA �Tb.T� cow DI NATE �`f�T�M Z.oi� � C'v 9--r-Dwoov I�1_1064� T I T u. E UT Qe.�GiHq A, F— P 2 L -o A,TIoM tW) e4EET NPID A , DUAN71 Tim AND tl15C• DETWLC-50 ADD 3/4" MESH STUCCO U f �it�iQ.11-�.rt"lot-} 3 M IcqGE L.L A hee>U5 MTAILS 1 1/4" 1 1/2" WIRE REINFORCEMENT TO �'1% t-}c'`r AD 4 r'b'i A -tip pp�/_*lLE � STA. 4o+oc) To �-�'9g• ��- 1/41' FIELD APPLIED MORTAR SEE NOTE 1 GROUT 1N FIELD H W4547 MORTAR COATING �.. •!' r.. :•.., _ .. ,• SEE NOTE 1 1' bL� �fiVL r117f: G�gINci O}pu 1- w:I.DrP Pint. CIf'Cii%i''IF5"HCV. • -:.; ; , >�• ., .. 2. T�� l;x Ion �o�TIo1� o� T L �I GACAHCT e� L�• ! rre5c� •., •' •:1,} '1. .•• .i {'•:•. _•.• • �, :i ...i •r'' .�,i .'1'i••%.••tL'•+•'t •1!,r/I�LTyy}� l�1/(�./J_ Ci�{r•.'. (Ay /'Myy. T M T�[�' •.; :.:.t•.:•:.--; -',''. `'•' =! .::��: ::;:,;. ;ri:�•;;:r.,•.i:: MORTAR LINING ��iTYP Av fWg� L)111)�1% PP`( OAA • 1 •a, 1' `'f :• , : ::- SEE NOTE 1 yrs ��// /����+ yr! Q� .,. '� .•, •',•' y. ••� '• .r •j'. r • { r:• r•:'T: -M ✓ V �I�� `� 1 �✓ CA�/I Hcl �',L �t5 f LuGG5P WI- H uN G 1 u �p�IGI�S I ' Ae2 ff f' ov fr v Imo`( cdL-rp)pw-o SEE NOTE 2 ' • HOLD PLANT APPLIED MORTAR FOR WELDING ALL JDINTr,;, Gf= THr ft*TVP� Males eitAU e�15 N1,14 w5LDV t7. V v w�,-r �1� 1 N-I�,�-L , �I- � c v� � m 5�ufc -r �-r p - To 200 ply I oIA To G�-O�P� 5 G)F -ri5 MF� CACo;IH G. Hunter's- Ridge ALTERNATE LAP JOINT �' r?�►' 7 - NST To Fx�E✓P � r'I �IN-T • A46 efA�thIC� .. �-��, � � ': Offsite Water Plan . H01 To �)4C,5t~ D 1 o a/G- JOR KAM& DONESFM - CITY OF FONTANA CALIFORNIA HGF,e) S ; J 101 • �`C', �f�� PUBLIC WORKS DEPARTMENT Steel Casing Pipe Detail .�`'�,<`�y�/a';. jo OCWtHC , LINI Nq 4HP ALL T�IGfhNF�Sr_-2,E�,VE OHCS. OFFSITE WATER 2. j'I To WLQ0P oVT D II'f51 IF �E15.� Ai' �V 22015 "� CIVIL ENGINEERS, STRUCTURAL ENGINEERS, �^ oro.n by: soola LAND PLANNERS & SURVEYORS 15892 PASADENA AVENUE xq -30-9 TR. 13750 C-dN T I� O I TU N, CALIFORNIA 92680 • (714) 730-5747 Ex�3o03_ °°°'9"°d °''t LOCATION MAP,•SHEET INDEX o°�°' f SAG o� f"T e)N r QUANTITIES AND-MISC. DETAILS 'j, _CrliL'�`� Checked by.y. No.WAY. R.C.E. 22015 DTEOF C�\�u�.- Approved, F�T