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1982-100 WOI % WA-..T-ER DISTRICT SAN .. DIEGUITO -SAN DIEGO COUNTY,. CALIFORNIA PLANS FOR THE COl'JSTRUCTION OF - .. 3.. 6 INCH .. TRANSMISSION PIPELINE PROJECT SCHEDULES VOLUME 11 I AND 1'-t RAW INGS AUGUST 1982 BOARD OF DIRECTORS DIV. I F B. WESTON DIV. 2 R.E. WEIDNER DIV.. 3 L. DASH IELL DIV. 4 LARS D. FAHLBERG DIV. 5 MCHAEL G. HARRIS RECORD DRAWING These record drawings have been prepared based on Information provided by others. The ONSULTING ENGINEERSI, INC* JA MES M'., MONTGOMERY9 C Engineer has not verified the accuracy of • such information and shall not be reap- qns 1111a jor.,any errors ,,or omissions vililch _ may be Incorporated heroin as a result. i I i i I •�55 d lyt j� {}�� •IN lot 44�,'.{, 1. rl\i. 1: -- ..i - rr..r- -rJ.rr rrrrr_r -r- - -- ^---- rrrr - - - -- ,..,_- air- 9l�.r- rr- ..rr----- r--- ^�.,... -- -� -•� �lMuMw -"1- t •r it l �NpA •�Itiiif :•7 FII�k ask Grove „q CAMS Palo U �p ��: . 'r 1� I�I�j j�.}� ��P? IN LOMARMTN. Q Palomar Min. ......-tr r..__..., I ( , ` +!' i •�'h. STATE PARK J 3,707 9 ......___... i I 'O'N.0 ►ifi. 515 v •{ `�S6 ,._......� 5" qj "'' c �. M•rt� >....OS13 16 WfOdtlt I �, L l ,.1 f {l, +}7'$l." all, Il ��1i. , 4Rt1 '1 S1 M1lor.arMt HolSpring •- . , 1ftf� r4I het ! \ r�l Mln. i L_..: CI.1 1 �1• , la fella d,SJ3 Y r }�1j^ �Ei •v :�jy'r�('1� 1 Somali 395 klnc•n •Aloe•° S1 •Los Tab{ I t •J I L a`.IS+;,: .+ •4 :�'S!J Foss •ulec rrin•{ -Wuaar f ►dMr l ' ,11F1,r•ItV)�Laka R S.noyo S►rle•s I. Hinshaw '• `_� '' f I 6 I•,oln Doke S6 �, i •. : •Otou 6 jj Aenthllar 1 Oceanside vista Valley confer `'-• •'• t • Itlduad Due be 161111 ' y 1. urrpa vlsto stage Mass Onndo• +.. 1 -,. ' �lCoal, �ake Wohllard Black Min.* '�- -- -- Curls qua Hodlorda son Mort•s ,1,031 sj ! 53 000 uutl. wd{ Lopoo: taken Es Ondido I I I ' �a ldersn Cr Poclfic O1•aall °, slD Son Moaos • Santa Tabs i lopoan Ydmeay are S6 18 Mn Mged M Sufherlond wyn61d fact la i� Res. whleprlas L --L� : o witch ' ,ullon nee ... laata%la sll DmlDlos 5 ont '7 lblha• � Crash k • our •• '• {. . ANZA BORREGO DESERT T ►kto Mitlt� Ifuded la tN 11.0 _.� ' .' .\ i Ocean .. -' . 59 ollrnh.14 Lake •' Hodges STATE PARK.' 6cWtes • R' JR— hoeern.rda Ramona r 41+IH- H- 1`rSaa - R Soda Fig 67 I Cu amoea i I fv{■o Iaack se A;t' SS y Lok. • I. G Eagle PIT. n S2 C ja •►oraknek 3,226 76 uilit IiFlj! s ; A 'Caioala f m '• j41,? alts #IS .•, So . Pd•i 1. DA mar S) Poway ttIt it1,t�v ! I' S21 67 Son Vlcenfa Cuyamaca Pk. titol lit L. "' • 11 Res. y1�), t NIOi9. t C..... 6,517 1h,lftit�tl a 111# ...... 1 PRO J ECT ElCaplfan CUYAMACA'III a ,1 t1IPt% SI t •'.mm Ru. RANCHOI{•j ` 395 STATE PARK � 1 ,'t�(�� I, VICINITY U. n"Yary. Lake 1�� r -: ' lakeside 19 19 DIe o R' lsha"ewn •fhnn AIPIM TkeWIlleNI Desceate Gualq Mi.Logo , La} rnT P Gbnote flulnµ • _ Sanle, Ctal.mont IN �HerWooaCop• r I �J earl de Pks/Y•iay '�-_....__.. :. ' rl.rch.r r,lur R' l..na lct. P-Ifk h Undo `ro �La Cnito • ' - 1 Gr.nrolu. Murray Ofaswd I O �R.e. El�ajon Loveland Roo. l Miulon t a Meso Gro elaeta ..twalu 80 I ear P% "" [an $a.01.9. S d w I: 0k 0a1 .xh IN H; , , P Der C.►rae I. L n Yalla l.moc ►a Jct. • -vo F Mulbroa ►s 1.� 11 madd ma So 94 ° rose InJlan r 511. latnal n/ •la ►.el. Cnn.aed , D i e g Sind rin . QtyVC,'L , 1 Qtnconl. r • Barr.11 More , .I, p Sw..lwoter Lak• Res. ............... 1 Son DI o rar.dl.. Res. ILo Oak SylrMpr 0 Bar oronada oHill. Sunnyide 6140".4 Village CABRILLO Upper Ofoy 8 D.h ►en NATLMON. National Cit / Bsnb■ R.e 9f IA.awdls • Oul{O 1 : 5 ht ia.V.ista Dolan t 80 lotomka LowerOfay CewendComers Tlorrsdd3al• - I� foldy ark Rat. 9'1 •Senetl Jct. hhon w c ^• ^�,• ^,. .•:.- iImperial Beach Tecate ....•_� :-'. '" "' -' I TOWN.rlw .�� un Yddr y..+•r•.+•..!'r ;r. ^•^:.:.r•.!,^ "`�'•'. ."{ r r.r r ►+'.•' ^ r+ •-'' .•r•.+:. VICINITY• MAP O 5 10 15 2r7 215 _. SCALE IN MILES — I Dan - -" -°�°- a - - -'ro - - --- _.R .B -i - - -- • -• I� I .�11 %r'HGI.. VoJ_z111 —_,n C - I — K '-t I —_ -- _�._ �_ I ITT M no, [ s 700 Ica [nI aADA I "VISTA ,` a f \ \a alft 1 I ! I qp . /l �l- uort�r�.a „, i '�o;'SCHEDULE I 3�.` I 9'`` CH ULE ,Y. r O J r t GMafNS jj = •• ��) $ "�• "'t (•'�.'L't�'.,0 ! tl n •[lrwrwl l.If Y MrAW NSrA \ ,tl • • ,r a "n, or i °rtes d s, I I e, w yrc' ' y r, {A ..i '3 f �• •1 I °M or �tu��: � { T � • f _ w,cDA wr J. - -. `t S� f : • 1 lam- _ arcOl= • anttOf Ar � 1: .,n•• .. -1w -- { � aauc_ ' � I- .- A °..en,. I.a• n r�L. eL • F q• d �.,..• I —.— - YI I .• K �' o.v>+. p•, �. Cr fx•o\. •O a i - wurvaAt I I ENCI,v_ B 01V0 ,mA1R[ : •O rt 4 LfieL 6 �+rnr i.t w, limit ST flea I nArae ', -- - 5 I�+t UI t LI 1.". I c. I . * • `. _. •rr e1,,nr. ' 1!. µ Arta g,� Y7 .. Q Aloinu 06 0 or J' �' I ' c t I An us I ay : \*•1 � f r e �t,� R_1' s r Al Bi s� �.• .. - g . W__�A I�IrefJ a 'Ifb N0 rq S I € e, I 1•.r nl,w a' Eiew.. It �"„o/ \ r. l ,� ar Orb O u� Mrenn Bi +IJ�cccl.0 y }rnr• ' • rLyi, .. +I c�• OOu I Tt` f S� il'p� : LLLI.u��,•t��''��'' Wtaa � � .v aru.! r. .'r 1 � so l�r�ar Fcl n ` � l� xr pqv I I 1 all, ADir uA p nc b .,�, 1. t j.�'�.. I ' : m 1REA ... nDD„ Z s$ 4 ,. a[ �r D L I V H A N �j .. 4 a�`ol.ro SISw�w c . a� �`w µ nom-/ Nor• ° ar -p„ __c•F -. ' -{I_. — : -' •3 -,,, .S ema.aw ', nor- - - :.'�.,�'” F'I•,,o"' ^a J Sf m / / /f••\',. V IO �� „t1,lYfTTM h 4 9 s . $ wtco. n ✓ Rat_ ■ • •e,".-' 1. a 't`17!• ss � a: = n t u �Jc' W Zt ' 1 swat cows •�^ MR TOR 4 R (Y 3 I I ✓' I , am W f'\ WY ,ai , v,ry I u D awc ROJEC C R OFF DR 4 r T . _ I -LOC :AT1_� 3-4i '`�' :• 4 \hJ' �'n�'' • r. ff (/ ,pa`T I DA d sr ,=20'AM' r'� a,RU,11_nAM on I z_ ( r 1 a` I.��' / J JJC YC^ f� RR tt Q -1 +*J,YDJ tryj\ "� • h ut r it ws clr�ron 0■� \'l1 i <.'� 'L \ \ , ,� , - _ Y W I ,ten -t"'u A Argo Al1AdlL tlA° Or f5 Pt .r t v° r, P 'f ° I .• : -!. E r�... •. _. n ytt ; IS EL 5 9 c tv • \ 6 I , , r,, I �CRETQ G�•a Qe �l• ' ' �\ y�l ` +, r , m,mrnutc h,�. 'S; :.; ••r ,: ;:5.. I:,.` -'• Z •( v � ., '` .: .+ware a /",��I \ _O p,, L i l'v 'yj, 1'61.'" 1p'•�i,' •�1. ,,' I:'°i rryw I, 4� r4,r�. I. • 'tw'iuc.u'' ', `� : wr 1 itf di h..i %� aoR:Lr q°at• an1.�AN�I�M� it .� I CC• %Q s.� 'i• ' 4e4 d ..~ L.' • m •' ..�?ci1.IW _ -� , t'.etn:i••ecaFl .^-.�.. fA h, -atr1E •rIm r1 t •CC'•J I J ( /� d / /%'. Ik'.''''I tuner sure , SAN / fir• 2 +:`. ,(' wr.mM ^l`. ,i• ij I r' IEl clF IMII IAet t i..i 1 C) n•_ y N %: %1 /�, , /.. •G 'li,:wwv. nwoq FL011E5 r ra.wu J:.: - ,iJnuo � Sir G+p� . •�s �I ••''�,� „ _ �sun_AI,� ( <"( CACZ� ilk IARtKIN �!- ,'� l[tllA_ rl.,t' -�,aA oa ILt.t• 9 +�, 0 RrS G LOCATION MAP O , 2 '• rv► Rot � t� s I I �' � n+►" Comm is �, PROJECT BENCH MARK DATA: t L�!.r�i�u SPECIFICATIONS AND DRAWINGS, EXCEPT WHERE MODIFIED ON THE CONSTRUCTION DRAWINGS 000072 AND SPECIFICATIONS. SAN DIEGO COUNTY BM- EAO °' 1/2" IRON PIN IN CONCRETE STEEL FENCE POST 0.5 MILE RUN NORTHERLY ON ; ,ts ��, d • CONTRACTOR SHALL REPLACE ALL PAVEMENT, SIDEWALKS,.CURBS AND BERMS DAMAGED DURING R A, RANCHO SANTA FE ROAD FROM ENCINITAS BLVD. BETWEEN 2 EUCALYPTUS TREES IE 0 I I t P < L,S zo 3. CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL PROPERTY IMPROVEMENTS, INCLUDING • u to ; FENCES, TREES, SHRUBS, IRRIGATION PIPING, AND LANDSCAPING, DAMAGED DURING CON- SAN DIEGO COUNTY BM - 000073 STRUCTION. l CHISELED SQUARE TOP HEADWALL MARKED WITH STEEL FENCE POST SOUTHWEST CORNER f ` ec_n� !SA CONTRACTOR SHALL VERIFY THE LOCATIONS OF THE EXISTING PIPE TO BE JOINED-BY THE INTERSECTION EL CAMINO DEL NORTE AND RANCHO SANTA FE ROAD 27' WEST OF RANCHO r1 DE BOSQUE: • SANTA FE ROAD AND 60' SOUTH OF CAMINO DEL NORTE CENTERLINE ELEV. = 119.476. 1 I 5. ASBESTOS CEMENT ALTERNATE - RESTRAINED JOINT MATERIAL SHALL BE CEMENT MORTAR 13. SCHEDULE I G -1A LOCATION MAP, VICINITY MAP, G -21 PIPELINE SCHEMATIC DIAGRAM 1, PIPELINE PLAN AND PROFILE 211 PIPELINE PLAN AND PROFILE 3, PIPELINE PLAN AND PROFILE 41 PIPELINE PLAN AND PROFILE 5, PIPELINE PLAN AND PROFILE 61 PIPELINE PLAN AND PROFILE 7A PIPELINE PLAN AND PROFILE 8, PIPELINE PLAN AND PROFILE 9, PIPELINE PLAN AND PROFILE SCHEDULE III 9A PIPELINE PLAN AND PROFILE 10 *I PIPELINE PLAN AND PROFILE ilk PIPELINE PLAN AND PROFILE 12, PIPELINE PLAN AND PROFILE 13, PIPELINE PLAN AND PROFILE 14, PIPELINE PLAN AND PROFILE 15, PIPELINE PLAN AND PROFILE - PIPELINE PLAN AND. PROFILE 16, PIPELINE. PLAN AND PROFILE LIST OF DR) STA. 1+00 STA I.9 +50 STA If 21 +00 STA; 35 +50 STA 49+50 STA.; 63 +00 STA, 76 +00 STA 90±@O STA 103+00 STA If 1 ±00 STA14 +00 STA 14+50 STA,28 +00 STA,42 +00 STA,54 +00 STA, 68 +00 STAN.0 +00 ' STAE13 +00 WIl TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO LISrI 01 DRAWINGS IGS STA 9.+50 STA•, 21 +00 STA 35+50 STA 49+50 STA 63+00 STA 76+03 STA It 90 +00 STA 1 103+0.01 STA,110 +361117' STA,4 +00 STA 14+50 STA., 28 +00 STA,42 +00 STA 54+00 STA 68+00 STA,69 +23. STA.E.13 +00 STA E.25 +00 171 PIPELINE PLAN AND PROFILE STA,25 +00 TO STAB37 +50 18 I, PIPELINE PLAN AND PROFILE STA, 37 +50 TO ,'-STA.E.49 +50 19,E PIPELINE PLAN AND PROFILE STA,49 +50 TO STAE58 +00 2 0E. PIPELINE PLAN AND PROFILE STA,58 +00. TO STAE.70 +50 21 I PIPELINE PLAN AND PROFILE STA, 70 +50 TO STA f.8LI +50 22'I PIPELINE PLAN AND PROFILE STA 84 +50 TO STA198 +50 I 23 PIPELINE PLAN AND,PROFLE STA198 +50 TO STA,106 +50 241 PIPELINE PLAN AND PROF:ILE;' STA, 106 +50 TO STAII107 +99± 251 VALVE VAULT NOS 1 & 4 (SCH I) 26, VALVE VAULT NO,. 3 & 2 (SCH I ) 27, VALVE Vr4ULT NO 5 & 6 (SCH I & II) 281 VALVE VAULT .10i 7 & METER VAULT -(SCH II) 29A CONNECTION DETAILS (SCH I & II) 30f. VALVE AND METER VAULTS DETAILS 311 MISCELLANEOUS DETAILS 32, MISCELLANEOUS DETAILS 341 CATHODIC PROTECTION DETAILS 35'. ELECTRICAL PLAN DIAGRAMS A°JD MISCELLANEOUS DETAILS (SCSI II) 36., TELEMETRY DIAGRAM, MAIN CONTROL BOARD AND MISCELLANEOUS DETAILS (SCH II) GENERAL CONSTRUCTION NOTES e 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH SAN DIEGUITO WATER DISTRICT STANDARD 12. PROJECT BENCH MARK DATA: t SPECIFICATIONS AND DRAWINGS, EXCEPT WHERE MODIFIED ON THE CONSTRUCTION DRAWINGS 000072 AND SPECIFICATIONS. SAN DIEGO COUNTY BM- °' 1/2" IRON PIN IN CONCRETE STEEL FENCE POST 0.5 MILE RUN NORTHERLY ON 2. CONTRACTOR SHALL REPLACE ALL PAVEMENT, SIDEWALKS,.CURBS AND BERMS DAMAGED DURING RANCHO SANTA FE ROAD FROM ENCINITAS BLVD. BETWEEN 2 EUCALYPTUS TREES CONSTRUCTIONS 9' FROM CENTERLINE OF WATER VALVE DIRECTLY ACROSS P.P. #1119552P, ELEV. Y 3. CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL PROPERTY IMPROVEMENTS, INCLUDING 7n 129.773. -- - FENCES, TREES, SHRUBS, IRRIGATION PIPING, AND LANDSCAPING, DAMAGED DURING CON- SAN DIEGO COUNTY BM - 000073 STRUCTION. CHISELED SQUARE TOP HEADWALL MARKED WITH STEEL FENCE POST SOUTHWEST CORNER 4. CONTRACTOR SHALL VERIFY THE LOCATIONS OF THE EXISTING PIPE TO BE JOINED-BY THE INTERSECTION EL CAMINO DEL NORTE AND RANCHO SANTA FE ROAD 27' WEST OF RANCHO NEW PIPE, PRIOR TO COMMENCING WORK. SANTA FE ROAD AND 60' SOUTH OF CAMINO DEL NORTE CENTERLINE ELEV. = 119.476. 5. ASBESTOS CEMENT ALTERNATE - RESTRAINED JOINT MATERIAL SHALL BE CEMENT MORTAR 13. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING WORK. LINED AND COATED STEEL PIPE WITH ELECTROLYSIS TEST STATIONS. REPRESENTATIVES FROM REQUIRED UTILITIES SHALL BE NOTIFIED 48 HOURS PRIOR TO FIELD LOCATION. 6. CONTRACTOR SHALL BOND ALL PIPE JOINTS ALONG ENTIRE LENGTH OF STEEL PIPE ALTERNATES. WATER: OLIVENHAIN MWD 753 -6466 7. ACCESS MANHOLES ARE REQUIRED FOR THE STEEL ALTERNATES ONLY. SEWER: LEUCADIA COUNTY WATER DISTRICT 753 -1145 �.. GAS AND ELECTRIC: SDG &E 235 -6323 RECORD DRAWING 8. VERTICAL CURVES ARE PERMITTED IN LIEU OF THE VERTICAL DEFLECTION ANGLES SHOWN TELEPHONE: PACIFIC TELEPHONE CO. 298 - 0595 - have tree^ prepared ON THE PLANS. FUEL OIL: S.D. PIPELINE CO. (213) 629 -6695 Those record draLVings bailed oil 1n1o.rrl:. 'fn provided by olhe;s_ The CABLE TV: Engineer has Lot vecitied it►e accuracy of i 9 . AST CONCRETE VAULTS SHALL BE PLACED ON 6 INCHES (MINIMUM) OF CRUSHED ALL PRECAST DANIELS • 438 -7741 euch Inlocmation and shall not b- such ROCK OR SAND. T.M. CABLE VISION: 436--2693 onnible lot aa.y emars or oini.�' -" may be 10. SURVEY ACCURACY - THE'DEGREE:OF ACCURACY OF HORIZONTAL MEASUREMENT SHALL BE 14. LOCATIONS OF ALL UTILITY SERVICE LINES SHOWN ON THE DRAWINGS ARE APPROXIMATE - + 0.1 FEET, AS MEASURED BETWEEN. COORDINATES. ONLY AND SHALL BE FIELD VERIFIED BY POTHOLING, PRIOR TO COMMENCING WORK. 11. MINIMUM COVER OVER THE WATER MAIN SHALL BE 36 'INCHES. 15. CONTRACTOR SHALL COMPLY WITH "TRAFFIC CONTROL" PROVISIONS AS DETAILED IN _ _ . _.. .. _ .. . _, .. _...W _ . _. __ .__ _. _ . .... _ SPECIFICATIONS 16. ALL SALVAGED MATERIALS SHALL BE RETURNED TO S.D.W.D. 17. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES. 18. CEMENT MOTAR LINED AND BUTYL POLYETHYLENE COATED STEEL PIPE ALTERNATE - PRESSURE CLASSES AS SHOWN FOR STEEL PIPE'EXCEPT REACHES DEFINED AS BID ITEM 3 ONLY. 4 NEW 30" 30 "X 24" REDUCER (TYP. ) NEW 24" B -FLY VALVE V -2 NEW 30" VALVE VAULT N0. 2 Ili, 26 16" B'FLY DESIGNED— DRAWN - LIS CHECKED Y SUBMI TED -e. 28041 _PROJE ENGINEER R.C.E. NO. DAT E 12" B'FLY A 7;7 Q VALVE VAULT,NO. 4 #FS T. MGR. VALVE VAULT NO. 3 APPROVED. NEW 30, —_- -, �I VALVE VAULT a VALVE VAULT NO. 2 NO. I w EXIST VALVE I � B'FLY �- J 7EXIST.30" ir z Z a BALOUR RESERVOIR v A EXIST. 30" BE EXIST. 30" W 30" FLY VALV E 3 VALVE VAULT N0. I A 25 v W J_ LL O z 0 REV DATE BY DESCRIPTION NEW 30" B'FLY VALVE NEW 30" V -4 V -7 NEW 30" .NEW 36" 36" X 30" REDUCER VALVE VAULT N0. 3 A 26 EXIST. 12" QC� ENCINITAS Jew EXIST. 30' —\ Q EXIST. 24" B' FLY VALVE # 8 \,-EXIST. I,F " B FLY U VALVE TT 9 Z DLO �Q NEW 36" EXIST. 12" EXIST. 30" NEW 30" VALVE VAULT NO. 5 / th EXIST. 12" \16" B' FLY VALVE -EXIST 12" NEW 36" Q / EXIST 30" —V-- 5 V - 6 EXIST. 30" � � O EXI T. 30" NEW 30" B' FLY VALV E VALVE VAULT N0. 4 B 25 PIPELINE SCHEMATIC DIAGRAM NEW 36'� 36 "x 30" REDUCER (TYP.) _ /EXIST. 12" 0 EXIST. 24" Q PLUG VALVE Q m J a NEW 36° 36% 30" REDUCER (TYP.) NEW 36" -94-" NFW 36" B FLY VALVE VALVE VAULT N0. 6 B 27 - ,VALVE VAULT NO. 6 \� NEW 36" NEW 30" V -13 V -12 NEW 30" B' F LY VALVE 36" VALVE VAULT N0. 5 A 27 _ 36 PIPE TO SAN DIEGUITO W.D. ELECTRICAL VALVE VAUL 30" HIGH PRESSURE METER VAULT -do- 30" LOW PRESSURE EL CAMINO DEL ORTE O /J NEW 36" METER VAULT LL VALVE VAULT NO. PUMP STATION SEE PIPING 4, DETAIL BELOW/ -j EL MONTEVIDE EXIST. 8° III NEW 24" B' FLY VALVE V -21 ill VALVE VAULT N0. 7 28 54" WATER SAN DIEGUITO RESERVOIR METER VAULT W TER) 5�MGD� VALVE 3 ,VALVE VAULT NO. 7 57.3/ \ VALVE # I -a 2 11 Rp,W WAS VALVE VAULT 1 SEQUENCE FOR NEW 24" CONNECTION VALVE VAULT `, I / TO EXISTING 54" AS FOLLOWS. \ TREATMENT ENERGY DISSIPATOR PLANT INFLUENT /1 I. OPEN VALVES # I a 2 I METER STRUCT. 2. CLOSE VALVES # 3 a4 METER VAULT ; VALVE VAULTS 2-�BY.,. PA Sig ' PUMP STA. 96" CWA PIPELINE 69 C W A" PIPELINE NO.4 (RAW WATER) l NO. 3 (FILTERED WATER) VALVE #4 -7\ 36 PUMP SUCTION f! 0 • M S. F.I.D. METER VAULT INSTRUMENT 81 CHLORINATION BLDG SCALE: NOT TO SCALE DESIGNED— DRAWN - LIS CHECKED SUBMI TED -e. 28041 _PROJE ENGINEER R.C.E. NO. DAT E JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 A 7;7 D - -- #FS T. MGR. RECOMMENDED, / _ i �✓ `�Z-� 23129 z5i8z JAM S M. MONTGOMERY R. C. E. NO. D A T E CONSULTING ENGINEERS, INC. APPROVED. = , (SAN DIEGUITO RESERVOIR a - . RECORD DRAWING These record drawings have been prepared' I based Information provided by others. ThE Engineer has not verified the accuracy of SAN DIEGUITO RESERVOIR CONNECTION. such Information and shall not be resp- onsible for any errors or omissions which may be incorporated herein as a result. SAN DIEGUITO WATER DISTRICT SHEET C� �D DATE 36 INCH TRANSMISSION PIPELINE PROJECT PIPELINE SCHEMATIC DIAGRAM DATE OF 38 SHEETS l +CEO Z +OO +vv [4. + LO ll ,/Y yh / +i / , / / / KNOW / IN t. i;i, ' '�:.: .. / .,:.,/ moo,.:.. �• ' / / y / :IN /i WE wm //4 <, , � , /.., , / /// / , / /..:,ism„ , ,.,ri -, •,.. H�•/ / / h f / ! / s . / / G / ! � x > , / -�` /��, /ice /��/ /� /i _..'.. .' s�." �syh'/ �.H ��,' w�; �i, �f��//j��/%�� %jj / /,'✓ /� !% �i DNTGOME.b r^TWTL,IM10 C T , , 11tHn: „ dMit� 0 d 1 � 1 , , 1. 1. ,t 1. \ , , \ , 11 l \ 1 1 1 , 1 411111 \1 1l ,1 N „ , t 1 11 11 , 1� r , 11 \1 1 1 , .1 ,1 1 , 0 z m 0 mm III ki CH , ! _.�..._._. CONTROL ;r,: i�lPELk ~ «^" l `�_ ..� ...............__....._ -• ` .-• --= -Ti- i5' FL`1' c, uaL V _. - . . - ._..._............ �p4- ....... ..... �......._ - - ^�� - 3� -" P_l- PEl:INE =` HV -2 _. -- �l ' __ - _._ _ ......... —.. . . O 30° 15' 04'' �;._. --PLAT - SCALD INDICATES POINT NUMBER. SEE COORDINATE LIST THIS SHEET. SCALE: SUBMITT D J' �E P APP V D �// Ofg SAN DIEGUITO WATER DISTRICT SHEET DESIGNED ROJECT N .INEER 28041 R.C.E. NO. DATE JAMES M. MONTGOMERY DI MGR.. DATE 36 INCH TRANSMISSION PIPELINE PROJECT HORIZ . I= 50' DRAWN J , RECOMMENDED � APPROVED CONSULTING ENGINEERS, INC. PIPELINE PLAN AND PROFILE . = VERT I 10 - 3 N� �ECD(� lJ IJ WING CHECKED Lc%�ti d `TL JAMES M. MONTGOMERY _ 23129 fZ5� %B Z' R. C. I- NO. DATE AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA s2o37 STA. 9 t 50 10 TO STA. 21 t 00 Io REV DATE BY DESCRIPTION CONSULTING ENGINEERS, INC. 2255 DATE OF 38 SHEETS PEAl -Z i �Jpl � Oki INE U, AIR Well I, I METZ" 's rwm/ mg,;§ al, -mm will mag VIR /01. me MY ,0011 mg I W/O, low= . . . . . . . . . . . . . . v, 077 'Ew WORM/g/07, NI .......... A ................. k Ov g 2A is mar SRI Aumm—, 101 AN AMES M. MONTGOMEIH r)WqLULTTNG ENGINEERS. IN , ;rn r, ./ "'i /Im rk / / / r i / s ., / ON Or- po/NgE, , ", WEI, ��I' wwlll'� , ��; ol? !�' / l 111A , w bn,. rein. .::;,..w, ,- • -+...w '... rr � 9ee'9l' y • H ,�S3R 9 5F R 9 a 'a s .. .. si. ... S,,,b .... ... ... ... VI/P ::. r /, _ .. .._. _.. ,.. a // .... J / / // // /� ,/, /,r % ./, ,/. / /r/ /�/ /. r //♦ .r , . /, / N' N ,»Y � , '.. 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D A T E 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 DATE SAN DIEGUITO WATER DISTRICT 36 INCH TRANSMISSION PIPELINE PROJECT PIPELINE PLAN AND 'PROFILE STA. 90 t 00 Q TO STA . 103 t 00 D S�� 8' OF 3 8 SHE i nose record drawings have been prepared Z_ a rasp- onsible for any errors or A Q .......... cl- AS Elf R/ based on Information provAed by others. Thwz� M/7, A I 0 Eng'neer has not verifieJ the accuracy Or �.W Fg/// W MR NMI h information and shall not b 1/10 omissions whi, May be incorporated herein as a result MI/M VP, IN IMI/ MEN ... N� M M V, MOM % A J ........... 101 0� NO .... . ... . ... xM', XV 4 MEN ,M W, D, NO a fflg M', mill= �117 �71 MM-NIN/ ............... - . 24 1A .a_ W ,g� Mr-9,; V A, PW4 /M k A/2 OMPRO', g go, 7 P VEN 0- MR Aft X, TAN ........ .. _0, 66 RM W �gw� _;FIT -A &MES M. MONTGOME18 ,-)NqkTTLTTNG ENGINEERS. IIN y H S` ' fir•'. � /� Alto y r. � l `15 / AN , �i H �i /,sue � /�i % / /•1�•lyj //�,4! //i ,! y / / j�y �/ y / �/i i / /!" 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En in e s v ril d h ' accurac "� I _r -__ _ t\_... /' 11 ;' f / r 1i j'• " 1 l J --_ ... _....__,__..... _ ; L7 A11) � �... _..__ . _._- ��.. : 1 C � ;�) �,� / "� �` 9 e r � � t � Y pf � r -1 1 � � i \., l J_ r- • � ...,� \ / /�� %j"" I r i 1 "! ` i _...— ..._.._.._.._.___ - y— -= - - �� . such infor ab and shall not be reap. onsible for any errors or omissions which - _ o' _ ......._... _..._...._. .._.._..._..._...._..- ._...m ...a. _y e -. incorporated h nc orpo ra a .._.� _e r e ..n .�._ a-s _ .__a . result, SALE .. ._- .............. . .... .......... - REV I DATE I BY RA K/ //_/G DESCRIPTION DATE DATE SAN DIEGUITO WATER DISTRICT 36 INCH TRANSMISSION PIPELINE PROJECT PIPELINE PLAN AND PROFILE STA. 8 4 t 50 (3 TO STA . 98 t 50 �3 SCALE: DESIGN J' KEM P SUBMIT TED )1111 28041 2 APPR - VED rVU_ PROJEC ENGINEER R.C.E. NO. DATE JAMES M. MONTGOMERY 104,00 DIS MGR. HORIZ. I`t =50` VERT• IIt= 10, DRAWN 1J �' Jtl�r CONSULTING ENGINEERS, INC. L RECOMMENDED 23129 s 8z AP ROVED CHECKE JAMES M. MONTGOMERY R. C. E NO. DATE CONSULTING ENGINEERS, INC. 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 DATE DATE SAN DIEGUITO WATER DISTRICT 36 INCH TRANSMISSION PIPELINE PROJECT PIPELINE PLAN AND PROFILE STA. 8 4 t 50 (3 TO STA . 98 t 50 �3 jwI _ �`: V.._�.' -`1� `rVfwv %_ .vi—• 1r • r .•, l.n�nnTwia ToT • - -- -- IN - _ -�• - - -- i' �" 17 _ -� (' n i _._ INT NUItBER.; INDICATFS PO i v_. ... ... ..: .,.... .. , ,. .,.. �y r / N / J / V / /, � u•/L . fs: / � S / H / r / F T H / H 4 ( H K� 4 y ' 1 J 5 4 , n / f , f / u / H3 tZ/ /.4 / 5 9 k r r/ u' RM IF r / / r, 4 / / y- /n H 5 n ( / w, ( 4'� b r u, / vu. / Y' / M / e / / r, s / / / `b /\ N, / ti b 1� F / b Y. / k r r' r y :I J/ 1 r / / •/r r „r \ o;. n i r w" Y Y d r J� ' S .F bi r / ,h H / S'f J A, v s' /n rr x r: i J u. �y e 4 I i' 5 J' ,r. : , / �tid,. � � .. ,. /r •'� / /)/ / /?ij/ r viii. �N,y,; Z ;%a jr l r H -M. MC 9 F a\ a' R y y / }, i EN( H T Y r / 'H 9 / r /H r \ / n y / Y / ' h / / 4 Z \. \ i `2 Hb` 45 Fr/ 1 R r / r / g rr` � /s / / / ✓J r. S -M. MC &ME a\ a' INSULTING EN( P. \ \ \\' \\ c : y 1 '.ate v \: yv A v A. v aA v a. V A - A _ \\ "Mm \ Z\ ME\ \ \ \ s: \ - \ c \ \ \ \\ a\ a' MR T \ \a \ \ `y \ a \ k x fox . �.. ;� a� c a\ a' max` i RC T \ \a \ `y \ Z \. \ i `2 \ \ \\ a \ k x fox . �.. ;� a� max` i RC v A . \a \ h \ \. \ i `2 \ \\ \ `Z \ \ \ \ G a \ \ \ Z a \ a a. x 2 :G \ \s G ME \: 3 a � \ TM \ \ \ \ \ \ ..v a- \ \ \ 1 R NIZI, \. "'R. V, A\; 10(� +5 0 101 +00 \ - \ x A \. "'R. V, A\; 10(� +5 0 101 +00 \ O 00 U U W J U. O Z Co O A coucRErE caP 30 EQUIPMENT /MATERIALS LIST ExlsT GROUND 6 ELEV. .5,52.0± 30" BUTTERFLY VALVE, CL-1,905, FLGD, W/WnRM GEDR M4AILIA4 OPER'ATOIF ("LIMIT017PUE" Alf OD. 14 3 +� ,. 16" D /A. 11,0119441551 -1 AND A17J. PtCK/NG �O NET 5 �t O2 30" MECIJ. CPLG. "VICrAULIC ' STYLE 44 Co" SLEEVE 4'-O "x Co' -G" x 7 =n" PRECAST CONC. TRd FFI C VL1 *ULr (o CL R. MIN, CPLG• W146"10. ACCESS oPNG. "51?nOK5' PRODCICrS" 0/Z "QUIKSET" (SEE SPECS. FnR 00AIS7I?UCTIOAI AAID 1AP9TL1 LLD T/OAl) EL• UNKNOWN ' ±`� 2 __ %i 40 8! -n" x /0i -0 x 9L0" PRECAST CONC. TRAFFIC VAULT EXIST. lO" 4. �Ti _ G VENT P //'E 45 PER ITEM NCB. 3. SEE DET4 /L 4, - - -- - — — - - SNT. NO 3/ 0 4f3" / D. PRECAST COAX MANHOLE PIPE (d STM -C -4M) 3 l C © CAST IRON TRAFFIC FRAME AND COVEZ, 413" CLR. nPAIG. W /Z4" 0 /0. 13OLTEO COAICEAIT91C COVEI? _ " R /EALAMM13R4 " A/0. A -15/5 OIZ "NEEA1,4N" 17 -1741 SES EL. 342.75 Me RK60 " s. D W. D., WA TER n v4 , L VEa W Q C N� E PIPE SUPPORT 3! / A" OR /0" rNK. 7 =G" nR 9L 0" D Z" PLUGGED ounET Z CO4 2 O" FORMED COAX WALL- - 31 r0P AA/0 BOTTOM (rY/? z PLACES) SECTION l 4- -*G 0146.41902. Z" CL /7 PIPE 0 D NEW 30" PIPELINE W /WALL FLG. - - REV DATE BY DESCRIPTION COAI CRE TE c4 P A EX/sr FAVIAIG 30 ELEV. Zfi 3.0 -t O PROVIDE 3/4" LIFTING POOKs I ° IN PRECAST CONC. COVE/? C)VER CEAI TERL I NE• OF VOL VE (TYP Ca" SLEEVE MG. 2 PLACES) . 4 - u P /I'E OP/VG. IN %3 G " VEA/ r PIPE SEE 12ET4 1L A, � -° � � PRL! EC ST WA LL 3n SNr. ND. 3I (rYr' 4 /'LACES / 2 PROVIDE TEM/? 34IND FnR PRESS. TEST 4.7 f I LEVEL ' I 4. �` EL. 27 m EL. Z7 7 _ Ca 30 " TEE - ° - �I I @ FL G. E PIPE SU PORT � 2" PLUGGED ourl -Er n 31 (rYP 2 PLacES) Z,O,r 4 =3" 2' -3" s -�„ (r PA 3 Q-LacE) 31 --*4 3" CL /? O F. SECTION 2 fiX/ lNSrdLL 4 -3/4" SELF- �r1 /LLIAIG AIC1 0175' W/ NEX 90 130L.7-5- AND 5"0.D W 4sNERS INTO Ell. PRECAST COAIC. 'M25MOLL C I ��.�� C141P AWAY EX15r. MORT4TZ z ti 5 COA TIA/G 4 A1 TACK /VELD -- _ -� ROD REINF (TYl?) V CIVIL c 5M. PIPE T _T T a VENT COAIT'Ai AS 41 I SNnWAI ON PIPING _ 3C" ll 5'ULA TlAIG E PLAN �P I PE SPPnR1" NO. 2 34 m / L OC4 T /0AI (TYP) V -5, c 2 Z N I k + —D- - c C W/ I NEW 30" C C I V -6 /PIPELINE N'--- SEE COAIT'N. TO VALVE VA UL T A/0. 3, SNT• NO.. Za � E d L UM. LADDER 30 4IJC90[?5' REINF. CONC• rNRUST COLLARED ENDS FOR N/ECN. CPLG. MOLL. POURED IN - - - -- (TYI' 3 PLACES) PLACE (TYP) 31 SEE OET4lL A130VE LEFT I �2� WdLL F1_4A1GE C CrYp) 3n d' -/ /" MAX. _ "'`-' EXIST• 30" SCCP I BUTT Sr114!' _101Alr F L REMOVE EXIST, 30" SCCP I TR4AlSit 1551ON IV4IAI t TYP 3 PLACES 31 NOTE PLAN PLAN- _ - .. _ ............_ _..._._, MEIN PIPE !NST,dL..Ll1TlAN WALL MdTCE/ 7 EXl S7' P/pE INVERT (6z a (m1co). RECORD DRAWING NdLL 13E These record draK�ngs ha--e bae� �reparad AIEW VALVE INSTALLATION S . VALVE VAULT N0. 4 [3 ba :• d on Info.riaCwi ;,- •' - -o . by ;. -,.i •,, 'lne i VALVE VAULT NO. l A VERTICAL. Er , h 1q.noor a.. not he a.cL. any of 1 anon inbxma -lon en•7 !';.L:I not be reap - onsible for any erwis or omissions which may be incorporated herein as a result SCALE: - / SUB IT D APP OV DESIG ED`S- � � 28041 P OJE T N INEER R.C.E. NO. DATE JAMES M. MONTGOMERY I MAN 31(i'' = / =0" DRAWIS RECOMMENDED L A PROVED ,c �L ��J ,�-�n� 23129 e CONSULTING ENGINEERS, INC. CHECKED JAMES M. MONTGOMERY R. C. E N0. DATE CONSULTING ENGINEERS, INC. 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 l' / s2 DATE DATE SAN DIEGUITO WATER DISTRICT 36 INCH TRANSMISSION PIPELINE PROJECT VALVE VAULT NO'S 1 a4 (SCH. I) SHEET I , 25 OF 38 SHEETS ELEVATION n "t F 4_00 FIRE SUPPnRr Loorinu TYP. CONC. THRUST WALL PIPE OPAIG. IN I ' 9" NEW 30" PIPE41AIE 3C� PRECAST {MALL (TYr? 3 PLACES) EX /ST. 10 "d.C.. - �— - - — AVd TER M41 Al C WdLL FLANGE :`.: : '`• 13UTr Srl?APJnI/VT F 30 C TYr' I I : �„ /z" ( TYP) 31 i I I •II II I _____ -- CHIP AWAY EX /sr. li OTM4�z EX /ST. 30" SCCP _ I t _ I 1� I �I : _ _ II�' I —��- _ COATING 4A/I? r4CK WELD TRd"5M /5'S /0A1 MdIN I I �� Q I i /700 REINF (TYF I I ' /* ; ( IJ- ti I 2 I 4 L UM. LADDER A VCN RS E _ h . . COLLARED END I3 fOl? "ECII. CPLG. 3 J /3" 2 � n" Z %2 "MQ X• TYP Z_3rr 3 = 0 " Z-3' _ �g G" CML � C PIPE VEN STL. 7-' &" AW /Al z (o' -0 NIGH N COAIT'N AS SHOWN O -REINF. COAX r,4Rl1Sr WALL w PIP /N6 P N POURED /A/ PLACE (rYP) I C'cc ncr.t 1i nrznvc /7i�iiT- REV DATE BY DESCRIPTION COAI CRE TE c4 P A EX/sr FAVIAIG 30 ELEV. Zfi 3.0 -t O PROVIDE 3/4" LIFTING POOKs I ° IN PRECAST CONC. COVE/? C)VER CEAI TERL I NE• OF VOL VE (TYP Ca" SLEEVE MG. 2 PLACES) . 4 - u P /I'E OP/VG. IN %3 G " VEA/ r PIPE SEE 12ET4 1L A, � -° � � PRL! EC ST WA LL 3n SNr. ND. 3I (rYr' 4 /'LACES / 2 PROVIDE TEM/? 34IND FnR PRESS. TEST 4.7 f I LEVEL ' I 4. �` EL. 27 m EL. Z7 7 _ Ca 30 " TEE - ° - �I I @ FL G. E PIPE SU PORT � 2" PLUGGED ourl -Er n 31 (rYP 2 PLacES) Z,O,r 4 =3" 2' -3" s -�„ (r PA 3 Q-LacE) 31 --*4 3" CL /? O F. SECTION 2 fiX/ lNSrdLL 4 -3/4" SELF- �r1 /LLIAIG AIC1 0175' W/ NEX 90 130L.7-5- AND 5"0.D W 4sNERS INTO Ell. PRECAST COAIC. 'M25MOLL C I ��.�� C141P AWAY EX15r. MORT4TZ z ti 5 COA TIA/G 4 A1 TACK /VELD -- _ -� ROD REINF (TYl?) V CIVIL c 5M. PIPE T _T T a VENT COAIT'Ai AS 41 I SNnWAI ON PIPING _ 3C" ll 5'ULA TlAIG E PLAN �P I PE SPPnR1" NO. 2 34 m / L OC4 T /0AI (TYP) V -5, c 2 Z N I k + —D- - c C W/ I NEW 30" C C I V -6 /PIPELINE N'--- SEE COAIT'N. TO VALVE VA UL T A/0. 3, SNT• NO.. Za � E d L UM. LADDER 30 4IJC90[?5' REINF. CONC• rNRUST COLLARED ENDS FOR N/ECN. CPLG. MOLL. POURED IN - - - -- (TYI' 3 PLACES) PLACE (TYP) 31 SEE OET4lL A130VE LEFT I �2� WdLL F1_4A1GE C CrYp) 3n d' -/ /" MAX. _ "'`-' EXIST• 30" SCCP I BUTT Sr114!' _101Alr F L REMOVE EXIST, 30" SCCP I TR4AlSit 1551ON IV4IAI t TYP 3 PLACES 31 NOTE PLAN PLAN- _ - .. _ ............_ _..._._, MEIN PIPE !NST,dL..Ll1TlAN WALL MdTCE/ 7 EXl S7' P/pE INVERT (6z a (m1co). RECORD DRAWING NdLL 13E These record draK�ngs ha--e bae� �reparad AIEW VALVE INSTALLATION S . VALVE VAULT N0. 4 [3 ba :• d on Info.riaCwi ;,- •' - -o . by ;. -,.i •,, 'lne i VALVE VAULT NO. l A VERTICAL. Er , h 1q.noor a.. not he a.cL. any of 1 anon inbxma -lon en•7 !';.L:I not be reap - onsible for any erwis or omissions which may be incorporated herein as a result SCALE: - / SUB IT D APP OV DESIG ED`S- � � 28041 P OJE T N INEER R.C.E. NO. DATE JAMES M. MONTGOMERY I MAN 31(i'' = / =0" DRAWIS RECOMMENDED L A PROVED ,c �L ��J ,�-�n� 23129 e CONSULTING ENGINEERS, INC. CHECKED JAMES M. MONTGOMERY R. C. E N0. DATE CONSULTING ENGINEERS, INC. 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 l' / s2 DATE DATE SAN DIEGUITO WATER DISTRICT 36 INCH TRANSMISSION PIPELINE PROJECT VALVE VAULT NO'S 1 a4 (SCH. I) SHEET I , 25 OF 38 SHEETS O 00 U U W J U. O z m 0 v c 4 EL. Z74.75 N F PIPE TUPF0Rr 31 . C rYP Z PLa CE5 ) D Z" PLUGGED DUTL. 3! TY3 PC 4 =6 (p L EV „ SECTION 36 " x 30" REDLICER I 'l PIPE 5uFPORr L 0 C T10AI (TYP) J CO/V CRETE c4 P A 30 Exl s r. Pd VING ELEV. 283.51 PI?OWDE 31411 LIFTING 1WOOK5 IN PREC,d S r CnNC. COVER OVER CENTEM -WE OF VALVE (T),P 2 l'Ll1 CES ) 5 Co" VEIU T PIPE OPA1G. (OUT OF 5ECT/ON ) SEE /SETA IL 4, Sf-1 T. NO 31 cur rO F/T 3 =n" + + 4 EL. ?74.7s i I i na FL 0. 0 NEW 30ll PIPELINE 'l PF OpNG. /Al F/-3 PREC4 ST WALL L3o (TYP 4 PUCES) i E d LUNL LADOEIT 30 ANC901?y COLLARED E/VQ5 31 F09 MECN. CPL &. NEW 30" RIFELIAIE REV I DATE BY �I C ti ITi 1 VIEW 30" P1 PEL//VE Nn t0" CML � C S TL. PIPE VENT CnuT'A/. AS 5140WAI IN PIPING PLAN — G" SLEEVE CPLG. F 31 EQU /PMENTIMATERIALS LIST l� 3O" 13urTE1?FLY VALVE, CLA55 150 /3 FLC7D W/ WORM GEAR OPE17,4 71012' (L lMl rbecC uE, Mom 1435C), lf3" Did. 9,dAl0WWEE1_, AND ADJ. PA CLING 50AINET 02 30" MECW. CPLG. "V1CTAuLIC, STYLE 44" 0 24" 13UrTERFL Y Md L VE 4 s PER IrEM / (I2" 9ANOWNEEL) ® 24" wCA/. CFLG. "V/CTAULIC, STYLE44" O5 8' -O" x lO =n" X 7 =n" DEEP F1zffcJ5iCOAX. DUFFIC V,4 UL r X1423" ID. d CCES5 OFNG. "L3R00K5' PRoaLlu , nR walx'SEr" (SEE mEc,5' FoIZ COAL ST/7uCr /Oil/ JA/D 1AIMLLAROA ) © 4'- O " x Co'- Co" X 7- 01 DEEP F/ZECQ 5 T COOK, TgAFFI C Vd UL T A5 FER I TEM 5 �7 46" I.0. PRECAST CONC. A44A114OLE P/ FE (45 TM -C -4720 ® CA5 r 190Al 7 JFFIC RUMS 2410 COVER 46" CL l7. OPNG. W124" /.D. 15OLTED CONCENTRIC COVER. "AL14AM13RA" A10. A -1515 017 "IVEEIVd/1" 17 -174/ 5ERIE5, MARKED "S. D. W. D., WATER" /: 32 SEE COAJ rill. TO M L VE V,d UL T NC. 4, SW T. N0 25 NG FLANGEE 34 G" SLEEVE CPLG. Ca" VEN r ?4RE SEE META I L A, SW r.A/031 t,IEW 30" PIPELIAIE SECTION 2 • a Z E III RFr;nan DRS` % "FlG 5 VA L E VAULT N.O. 3 A (i:.'^ '4 -'•: d. 8•.'ifl ^y'.' ht , r bean -rapared :.. I wy c '..::p. The :.: �. ; ;' ` 1 . SCALE: 3 /f3 " =J' -Q" DESIGNED DRAWN CHECKED I J- 2 DATE p r JAMES M. MONTGOMERY CONSULTING ENGINEERS,- INC, 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 920; - AP STRICT M'A A R M � L N 0 . E d LUNL LADOEIT 30 ANC901?y COLLARED E/VQ5 31 F09 MECN. CPL &. NEW 30" RIFELIAIE REV I DATE BY �I C ti ITi 1 VIEW 30" P1 PEL//VE Nn t0" CML � C S TL. PIPE VENT CnuT'A/. AS 5140WAI IN PIPING PLAN — G" SLEEVE CPLG. F 31 EQU /PMENTIMATERIALS LIST l� 3O" 13urTE1?FLY VALVE, CLA55 150 /3 FLC7D W/ WORM GEAR OPE17,4 71012' (L lMl rbecC uE, Mom 1435C), lf3" Did. 9,dAl0WWEE1_, AND ADJ. PA CLING 50AINET 02 30" MECW. CPLG. "V1CTAuLIC, STYLE 44" 0 24" 13UrTERFL Y Md L VE 4 s PER IrEM / (I2" 9ANOWNEEL) ® 24" wCA/. CFLG. "V/CTAULIC, STYLE44" O5 8' -O" x lO =n" X 7 =n" DEEP F1zffcJ5iCOAX. DUFFIC V,4 UL r X1423" ID. d CCES5 OFNG. "L3R00K5' PRoaLlu , nR walx'SEr" (SEE mEc,5' FoIZ COAL ST/7uCr /Oil/ JA/D 1AIMLLAROA ) © 4'- O " x Co'- Co" X 7- 01 DEEP F/ZECQ 5 T COOK, TgAFFI C Vd UL T A5 FER I TEM 5 �7 46" I.0. PRECAST CONC. A44A114OLE P/ FE (45 TM -C -4720 ® CA5 r 190Al 7 JFFIC RUMS 2410 COVER 46" CL l7. OPNG. W124" /.D. 15OLTED CONCENTRIC COVER. "AL14AM13RA" A10. A -1515 017 "IVEEIVd/1" 17 -174/ 5ERIE5, MARKED "S. D. W. D., WATER" /: 32 SEE COAJ rill. TO M L VE V,d UL T NC. 4, SW T. N0 25 NG FLANGEE 34 G" SLEEVE CPLG. Ca" VEN r ?4RE SEE META I L A, SW r.A/031 t,IEW 30" PIPELIAIE SECTION 2 IN= 30" x 24 " REDUCER (TYP) G" CML f C 5TL. PIPE VENT CONT 'Al 05 514OWN IAl PIPING PLON. EK • 11 PLAN 'i- VALVE VAULT NO. 2 1 0 SAN DI EGUITO WATER DISTRICT S H E E T 36 INCH TRANSMISSION PIPELINE PROJECT 2ro VALVE VAULT NO'S. 3 81 2 (SCH. I) OF 3'8 SHEETS 8 8 A FLAN RFr;nan DRS` % "FlG VA L E VAULT N.O. 3 A (i:.'^ '4 -'•: d. 8•.'ifl ^y'.' ht , r bean -rapared :.. I wy c '..::p. The :.: �. ; ;' ` 1 . SCALE: 3 /f3 " =J' -Q" DESIGNED DRAWN CHECKED SUBMI TEW.4�_a4v PROJECT ENGINEER 2 8041 R.C.E N0. 2 DATE p r JAMES M. MONTGOMERY CONSULTING ENGINEERS,- INC, 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 920; - AP STRICT M'A A R DATE � L RECOMMENDED �/� l� - 7'%�1ltQ�.ti 23129 6 s JAMES M. MONTGOMERY R. C. E. N0. D A E CONSULTING ENGINEERS, INC. A PROVED DATE DESCRIPTION IN= 30" x 24 " REDUCER (TYP) G" CML f C 5TL. PIPE VENT CONT 'Al 05 514OWN IAl PIPING PLON. EK • 11 PLAN 'i- VALVE VAULT NO. 2 1 0 SAN DI EGUITO WATER DISTRICT S H E E T 36 INCH TRANSMISSION PIPELINE PROJECT 2ro VALVE VAULT NO'S. 3 81 2 (SCH. I) OF 3'8 SHEETS 8 8 A 0 0 co U U W U. 0 z m 0 EXIST. PAVING ELEV M1.5 t ro ±I N c ' 0 4 EL. 7Z.33 N . Pipe Sup/;,O/?r 31 (TY1? 3 PLdCE5') OUTLET 3� (TY 44 PLACET) 5_nrr 0, O r, SECTION REV I DATE I BY C CV-15 Ia. Ca p A 30 O PROVIDE 314" L/FTiNG NOnl ,(s IN PRECAST CONC. COVER OVE17 CENTERLINE OF VALVE (TY/? 3 PLACES) G" VENT PIPE EQUIPMENT /MATERIALS LIST SEE 00,d l L A, SINT. /VO. 3/ ) 30" 15UTTEZFLY VdLVE, 250 PSI, FLG�, W/1NnRM GEAR MAAIUAL 0/75/7, 07-01? (L /M /T09QUE A40D.. � " SLEEVE cPLG. N 313 C ), Z4 " /1A NlJW14EEL , AND JD� Pa- 7 BO /NET —PIPE .LEVEL 2 30" M C/1 CPLG "V /CT4UL /C S]"Y1 4 ." 200 PS/ W01 W11UG7 MESMURE `! 0 /n L n ,� X 1Z �- O" x 9= O" /FEEL' PRECA S T MAIC. TRAFFIC NEW 30 VA PRODUCTS ul- T, W1415" /. /. d CCESS 0PA1&. "BROOKS " PIPEL NE [dim,I S = U n4 t R.C.E. NO. 4N0 IAIMLLATION) ho 4L011 x 7'-G` X 7LO" DEED PRECAST CONC. TRAFFIC IN V. EL. 7/.015 Vd UL. T d S PER ITEM 3'. ' PIPE ORAIG. W ri @) 461, /. D 1;,2EC4 ST COAX. :M,.dA/9nLE PIPE (d 5 r - C -47f3) 171TEC4 ST WALL 30 (TYP © CA ST /RGN TRd FFIC FLAME AMID COVER, X113" CLR nPNG. °4L W/ 24" D/Q. 130L TED COIVCEIVTRIC CO VEI? 11aM�1Zd, �441PLQJLCEt-,IT�)l COAIDV NC). A- l5/5 . 0/7 "IVEENd 1/," /7-/74/ SET1 /E S, M4 RIIE/� i FOR MECN. CPLG. 3! " S. D. W. D., WATER" JAMES M. MONTGOMERY �o D A T E ��1IC CONSULTING ENGINEERS, INC. Ca p A 30 O PROVIDE 314" L/FTiNG NOnl ,(s IN PRECAST CONC. COVER OVE17 CENTERLINE OF VALVE (TY/? 3 PLACES) G" VENT PIPE EQUIPMENT /MATERIALS LIST SEE 00,d l L A, SINT. /VO. 3/ ) 30" 15UTTEZFLY VdLVE, 250 PSI, FLG�, W/1NnRM GEAR MAAIUAL 0/75/7, 07-01? (L /M /T09QUE A40D.. � " SLEEVE cPLG. N 313 C ), Z4 " /1A NlJW14EEL , AND JD� Pa- 7 BO /NET —PIPE .LEVEL 2 30" M C/1 CPLG "V /CT4UL /C S]"Y1 4 ." 200 Q) PS/ W01 W11UG7 MESMURE `! O3 /n L n ,� X 1Z �- O" x 9= O" /FEEL' PRECA S T MAIC. TRAFFIC NEW 30 VA PRODUCTS ul- T, W1415" /. /. d CCESS 0PA1&. "BROOKS " PIPEL NE OR "QUIKS'ET " (MEE SPECS. FOR CnNST9L1CT1nN S = U n4 t R.C.E. NO. 4N0 IAIMLLATION) ® 4L011 x 7'-G` X 7LO" DEED PRECAST CONC. TRAFFIC IN V. EL. 7/.015 Vd UL. T d S PER ITEM 3'. ' PIPE ORAIG. W ri @) 461, /. D 1;,2EC4 ST COAX. :M,.dA/9nLE PIPE (d 5 r - C -47f3) 171TEC4 ST WALL 30 (TYP © CA ST /RGN TRd FFIC FLAME AMID COVER, X113" CLR nPNG. °4L W/ 24" D/Q. 130L TED COIVCEIVTRIC CO VEI? 11aM�1Zd, �441PLQJLCEt-,IT�)l COAIDV NC). A- l5/5 . 0/7 "IVEENd 1/," /7-/74/ SET1 /E S, M4 RIIE/� i FOR MECN. CPLG. 3! " S. D. W. D., WATER" Q) N C PIPE suPPnRT Lnc4r /�n1 �" CML C srL. �il�E (T YP. 3 PLACES) I VENT cool m. 45 SNOWIV OA/ PIPING PLAN 36" V.30" REDUCE/? (TYI') NEW 36" PIPELINE (TYT') DESCRIPTION PLAN VALVE VAULT N0. 5 (SCH. I SCALE: DESIGNED DRAWN n CHECKED SUBMI TED C N C PIPE suPPnRT Lnc4r /�n1 �" CML C srL. �il�E (T YP. 3 PLACES) I VENT cool m. 45 SNOWIV OA/ PIPING PLAN 36" V.30" REDUCE/? (TYI') NEW 36" PIPELINE (TYT') DESCRIPTION PLAN VALVE VAULT N0. 5 (SCH. I SCALE: DESIGNED DRAWN n CHECKED MAINECTIOAl NCB Z 4. 3G TEE SEE DETd1L 5, suT NO. 29 RECORD DRAWING These record drawings have been prepared t•:� .� a on:::', +� n•av;ded by others. The ir . in: -r :..t , iw,, :u' ied the accuracy of and shall not ba ... Go i.�,• .. . • � . .rain ae .... '•�. NEW 36" PIPELINE SECTION N I Co COIL e C I'TL . PIPE VENT CONT'IV As sIlnWN ON PIPIAJ6 LAIN _ V- /5 \ G" t ryp 4 911 4 -()" rr. N I RIFe suPloORr LOCAT1nN APP Xz JAMES M. 141 O N T G -O M E R Y STRI CT MANAG CONSULTING ENGINEERS, INC. APPROVED 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 32037 :r PLAN VALVE VAULT N0. 6 D (S CH. II) �5 l �G 82 DATE DATE qt, VEII/T P /PE DE7-,411- Al S914T. Nn. 31 - 6' SLEEVE C'LG. A LMDE1? ANCHORS I E cnc[.aREn eNns R Fn E . 3� PIPE npNC7. iN PREC.45 T WALL (TYP 3 PL4CE S) 36" x 50" REDUCER (TYP) SAN D I EGU ITO WATER DISTRICT 36 INCH TRANSMISSION PIPELINE PROJECT VALVE VAULT NO'S. 5 a 6 (SCH . I 81 II ) i� SHELET 2 OF 3 8 SHEETS i e ti t SUBMI TED 28041 PROJECU ENGINEER v R.C.E. NO. DATE RECOMMENDED 23129 s JAMES M. MONTGOMERY R. C. E. N0. D A T E CONSULTING ENGINEERS, INC. MAINECTIOAl NCB Z 4. 3G TEE SEE DETd1L 5, suT NO. 29 RECORD DRAWING These record drawings have been prepared t•:� .� a on:::', +� n•av;ded by others. The ir . in: -r :..t , iw,, :u' ied the accuracy of and shall not ba ... Go i.�,• .. . • � . .rain ae .... '•�. NEW 36" PIPELINE SECTION N I Co COIL e C I'TL . PIPE VENT CONT'IV As sIlnWN ON PIPIAJ6 LAIN _ V- /5 \ G" t ryp 4 911 4 -()" rr. N I RIFe suPloORr LOCAT1nN APP Xz JAMES M. 141 O N T G -O M E R Y STRI CT MANAG CONSULTING ENGINEERS, INC. APPROVED 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 32037 :r PLAN VALVE VAULT N0. 6 D (S CH. II) �5 l �G 82 DATE DATE qt, VEII/T P /PE DE7-,411- Al S914T. Nn. 31 - 6' SLEEVE C'LG. A LMDE1? ANCHORS I E cnc[.aREn eNns R Fn E . 3� PIPE npNC7. iN PREC.45 T WALL (TYP 3 PL4CE S) 36" x 50" REDUCER (TYP) SAN D I EGU ITO WATER DISTRICT 36 INCH TRANSMISSION PIPELINE PROJECT VALVE VAULT NO'S. 5 a 6 (SCH . I 81 II ) i� SHELET 2 OF 3 8 SHEETS i e ti t I II ,I ICI IW ,m IW I W J_ , LL I I i o z m O I � I Co "CML STL. PIPE CONCRETE Cd P A 180° RETURN 30 N o. E I PIPE SUPPORT D 2" PLUGG 17 C)UTLE; 31 (TY 2 PL CES M P PIPE SUPFoRr LOca Ting- - IEW 24" PIPELINE n METER VAULT 13 PIPE Or'NG. IN 3O PRECdST dYGLL E A LUM. LQ 30 Q RS REV I DATE I BY DESCRIPTION SCI?EEN XW155, CLAMPS I , 7 I — EX1 S T. GROUND EL EY. 26'7.O t ' Ca" CML eC STL. P117E VENT ' t (o" SLEEVE CPL 6. c EL. 160.0t t5 NI 4-0" n ALUM. 14AA101741L. 30 G SNIP'S LD_ TER 3n F cnA1c1?,ffrE cap EQUIPMENT /MATERIALS LIST 4 "x4" I0//0 WWM ELEV 26751 © 24" 13UT7-ERFLY VALVE, CLtJSS 15015, FLGO 1 * — i EL. 2623. 00 W /ELECTITIC MOTOR OPE94TnR (LIM1F017PLIE, �� — �. —.T �'u' 1;:.„ N-� r1�1' OF CONC, MOD N 313C/ S'Ml3 -00) z _ Q Z4" 44 E040A11C4L CPLG. (VICTAULIC, STYLE 44) 1/Z" ExPdN. JT. FILLER MAT'L. k Q3 24" UN! VERSO L VENTUR/ TUPE. _; - V -- -- 3&11)(24 " REDUCER, 3 W / COL L4/TE/9 E/V�S I. r �( 6Q TO 2Z 0 MG ECC, 1307-TOM FLAT FLOW gJAIGE, 3/4" AIPT 5T4 771C PRESSURE Td PS , 4 A10 WALL MOUA1 TED FLOW r9d N 5'M I TTER Z 2 ® 4' -O" )c O'- G " x 7-' O" DEEP PREC4 S T COAX. T9AFFl C _ t 3 = VAULT W/4£3 "�I.D 4CCESS�OPNG. "13900!6' PRODUCTS" EL ZGnnt 09 QUI KSET (SEE SPECS F016 CON STRUCT /CAN _ _ AND INSTALLATION) -t - t NEW 24 PIPELINE _O" x !0' 0" D55P PRECAST LAIC, VAULT O W 1FZ -001Z 0094111! I "GROUT 6 4f3" 1.0. PRECAST CONC. M,0190LE PIPE A5TM C -47B) DRAIN EL. 257.50 (� ( 3,r crimr (2 c4ST lr<'C�N TR4FF /C FRAME AND COVER .d13" CLr?. OPNO. WALL ENV. 250.0 W104 " 0/0. CONCEA17W I C COVE17 "D L Nd M139,4 N0. d -1515 Q 171?4 IN OR "NEENd H " R -1741 SER IES, Md /ZKED W 0, WO rE/Z" PIPE SUPPORT IN s rd LL 4" NU13 FLUSk W /FIN. FILM. 31 ( T P 2 PLACES) AA/0 CA5T IRON HU13 GRATE Nd RI7 CnPPE2 T1113/l vC� - - TYPE K, W/SWEJr Jn/NTS - TO FLOW TIZJ NSM I TIER PROVIDE LIIV 10AK A S 5'140WA I 5 d ND 5'UPP017T5S 4S 9EQ0 - O d L UM. GATE I 30 SECT /ON 2 • \ I 0 - SECTION c N : ': I _ 5'NIP51-A TER oc- ILUA 1 • O ° ° - PIPE SUPPORT LOCATIoAl .8 =0" 3, O„ rY? 111Z" NQ- iVD1?41L PnsT' 411 5 =2" MAX. 12" COLL417E0 EA11.7S TYP �„ i2 METER L.L. r, 2 r - 3 FOR MECN CPLG l3 COLLARED EA1175 �Z 10=4" TYP 31 FOR MEC/4 C/71-6. TYP TYP 2 PLACES) ' 2411 /A/S'ULd T/NG FLAN (TY1? GE E 5 t PLAN TOP 1 -6" all 2 ELECTRIC M( rog _ - _ -- - VALVE OPER4TnR NEW 361' P1P,ELIA/E X + _- - _- 2 C ' 1 d r NEW 24" PI PELI A!E t CONAI EC T10N NO 3 �, 1 STRdp JOINT F 3/ '\ I Y. V -ZI 1 I PUSHING 3 /NPT ,4AID l2 131? NZE C 21? PIPE OPNG. 1N STOP (AI P T x FLARE) AT EA. DRESS. TAP AST WALL LIZ (TYP 2 PLACE5) 4 TROWEL FINISH FLR. 4" 504.40 PVC 1-71PE Tn 1724 /N I W150L VENT !HELD JTS. u i 2 -, O • r 4 =0" Q CON T. SLOPE TO OUTLET 4" DRAIAI PIPE COIVT N _ A5 T I-10wN IN PIPING PLAN I PLAN PIPE PLAN RECORD DRAWING These rc,rr -! 4 swings have been prepared .:n.) • ; o'Aced by o;ts:c. The ,.:....a ;,G. E.aied the accuracy of ; METER VAULT Q VALVE VAULT NO 7 A Ir,�,t,..� :un and shall not be r.i4- 2 / ,. :rihlc :f, ',• g or oinIrs',;,% ' . ::1 24 ;� '!n as SCALE: S U B M IT APP OV / p /� SAN DIEGUITO. WATER DISTRICT SHEET DESIGNED '^� .,t(i 28041 �-6 Z- C y �G PROJ C ENGINEER R.C.E. NO. DATE JAMES M. MONTGOMERY (STRICT MANAGE DATE 36 INCH TRANSMISSION PIPELINE PROJECT 2Q i 3 /�j " -J =Qy DRAWN RECOMMENDED A PROVED � VV t.� ;mom- 23129 S�Z. CONSULTING ENGINEERS, INC. VALVE VAU� T. NO 7 �C METER' VAULT (SCH. II) CHECKED JAMES M. MONTGOMERY R. C. E. N0. "DATE CONSULTING ENGINEERS, INC. 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 DATE OF 38 SHEETS r F 1 0 EXIST.' 811.4 CP Wd TEI? EXIST. /0" 4CP WATER � L� EX/ S T- 30" EL 13OW �- WICOAIC. TA11?Usr T BLOCK �- r�J / I I a i� r I I PLAN CONNECTION N0. l (SC EDULE I) C- 4'r, I II I • II � , I I� it ►II I I I I ( / � II i� I I . - III I► _''IIII _ -- _W I I I I I - 'z co I I I W PLAN -D J LL 35 z 0 REV DATE BY O DESCRIPTION SCALE: DESIGNED 316 N = 1-' 0 DRAWN A CHECKED. L L N CONNEC TION NOTES 1. cur EX/Sr, PIPE 4AID REMOVE QS 1?E,10. 041P 4WAY EX /ST, MOI 9 COAM16 6' AWAI., TACK WELD R00 1?EIAIF. 4N0 17EMOVE EXR05'ED F0/?r/0N. 2. PROV /DE rEMPO RATTY /31-/A//D AT 4LL 1NSUL47-/NG FLd NGE JOINTT F017 P/ZET SU2E TEST P/F /09 TO CONNECTING rO EX /TT• SYSTEM IG TAPPING .VALVE, r 14 "TAP1=INC GLEEVE t3U JED VALVE INSTALL , (7=vX S/ CAr�l�) SEE C I PIPE 24 0 C. Sj L 32. I t • •.'••' Cl�1P= M0_RTAR.GGt4 INC la! WA SIZ pp% EQ!t7. ANC W L I'IhECLNE 3 O Wll7E_ D x /O GA• SPLIT SLfcE_VE -REI N P, PL ALL / I AR00NO EXIST PIPE 7L, _ 6146FLL COAT A5 f 9R 5 ECS 4- 90'f TEE M 4- EXIST• 3011 E 30" IIV MLA T/ 34 FL4AIGE /VO. SEE NOTE 2 5' -11" M.4 X. REMOVE EX /ST. 30 "5CCP t 2, 9" T Max., rYP Burr Sr/zd P JOINT F (TYI -) 31 SEE MOTE 1 IF I EXIST. 30" 5'CCP + + I T9d A/T M/T S/0Al 444 /N ZW e� � J JG N 3 \\\-13Urr STIZARJOIA1 r F 31 LQ �(� �4.1c �.I U j PLAN CONNECTION N0. 2 Q (SCHEDULE II 9 �r_ ^" MIN. C ,011(11. 7/2 / 64 I. T. 1 ,CA/1G144 s'A?VTA F 4' o -,•' 2dAJ7 ' ll/EW 24# P1PELIA/E ,: •,f . ' A - 1� - - �• N ! ;¢ 'A - A -r 1. C CANC. THRUST 13LOCK c i' IE FIELD WELOE/7 ' l l: 33 LDS' JOINT w A 4- kA VE WL/L T NO, 7 1 l 24" 1NSLJL4 rING r %'�'� 34 FLAN E NO I I Ste% i� o i� r` TEE NO)rE 2 j 1. 1. EX/ ST. 54" SCCP _ 1 TIUNSMI SS 0AI Mzjll' SEE SiIZE'T 13 STA.91ss7.Qt I I , SrLI -lOrt �% � -',7 a G - -- -�_ — — — -- REMOVE EXIST. 54 "SC -C'P CONNECTION NO 3 C ' (SCHEDULE IT) 24 APP SAN DIEGUITO WATER DISTRICT S H E ET ST ICT MAN A R DATE 36 INCH TRANSMISSION PIPELINE PROJECT � A 9 PROVED CONNECTION DETAILS (SCH.I a II) DATE - OF 38 SHEETS --� ►NsuLar�NG ��C-ONC' 34 �LANG.E I I j4IZ06T BLOCK MIN. x 51- �OWN,�P J 1?� IV �ki13v RECORD )RAWING These record drawing have been prepared based on Information rovt?ed by others, The Engineer has not ve flees the accuracy of CONNECTION NO. 4 E such Information an -shall not be resp- onsible for any erro or omissions which (SCHEDULE II) / 4 may be Incorporated ereln as a result. S U B M UT.T ED 28041 ROJ C E GINEER R.C.E. NO. DATE JAMES JLrJI. MONTGOMERY RECOMMENDED 11-�� J 23129 CONSULTING ENGINEERS, INC. JAMES M. MONTGOMERY R. C. E. NO. CONSULTING ENGINEERS, INC. D A T E 2255 *AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 24" 1NSLJL4 rING r %'�'� 34 FLAN E NO I I Ste% i� o i� r` TEE NO)rE 2 j 1. 1. EX/ ST. 54" SCCP _ 1 TIUNSMI SS 0AI Mzjll' SEE SiIZE'T 13 STA.91ss7.Qt I I , SrLI -lOrt �% � -',7 a G - -- -�_ — — — -- REMOVE EXIST. 54 "SC -C'P CONNECTION NO 3 C ' (SCHEDULE IT) 24 APP SAN DIEGUITO WATER DISTRICT S H E ET ST ICT MAN A R DATE 36 INCH TRANSMISSION PIPELINE PROJECT � A 9 PROVED CONNECTION DETAILS (SCH.I a II) DATE - OF 38 SHEETS , o OP 00 U U W _J U. I 0 z m 0 !/ /Z" HANDRAIL FOOT' (dLUM.) 11/2" SCI!1. 40 TM ALUM, P IPE C� 4 -0" O.C. MAX RAILING RAID POSTS (6063 -T52) VO117 K 6f? sNR /NI{ GAZOUr —� =2" SET FLUS1•l W /EXIST. PA VING OR 3" MIN. G1_011 DIA OR s . W/MECAIANICQL ✓TS. (MILL FIA1IS/-/) /OA1 NON- l I I I 413OVE EXIST.' C7901JND CONC. CAP „ 2 -Z 9” 3" dS REC�1�. 12" 46" CL R. OPNC F0RK LA M4 MdX. 2//2" PVC PIPE 'LEEVE 411\ I I _--- 314" X /B" ANCUnRs 3" MIN. /AUTO PIZECAS7- . CONC. - `. � , :� ;= r•. /Z' C1Wd MFER (rYP. ) • Cd S r IRON MA N14OLE `g FRAME 5E77'0 GLADE n.' ) ° TACT! COAT r REQD N N? F FFF i� eAVY DUTY LnOR FLG. . v. h h SEE DETAIL R/GfUT FOR POST INSERTS 4 MOP S F01ZM50 CONC. C4 W /Z - # C) 46 10 REINF, CONC. MAN1401 E P /PE //6 " PVC PL I I I I IAI SI ICE F4CE OF . SOLVENT WELD PRECAST cow. wLL M PIPE SLEEVE CONCRETE CAP FOR A ALUMINUM HANDRAIL o PRECAST. VALVE VAULT VAR AND GATE 28 scALE 3 " =1- O" SCALE 4/411=/Lo' - CONCRETE CAP FOR F PRECAST METER VAULT 28 - -PRE Cd 5 T nPNG. SIZE AS RE(?D. SC,4 LE 3 '- 1= 0 FOR PIPE IN5E17r10A1 OUTSIDE FACE OF FIELD COAT W/000L r4 PRECA S 1' CON). WALL EPDXY AFTER /NSTd LLJ T /nN - POLYUREryaNE SEALANT, CAULK W /TN ASTiESTnS ALL ARl>UND, 1AM19E AND ROPE „ OUTS 3 . 3 ,� 3/4" Gtl LV. STL . SELF- TYF D�I?ILLING AAIC/-I0I? (TY1?) C 2 FOR STRINGERS, SEE (SEE DINGS.) MAX. , _ 6" CEMENT \ Z " 1�2" BOLTS A4097-Al? :� � I 1 1 (BENT) J f/2 I f/2 "STD. PIPE �- HANDRAIL COA TWO .. I.!. 1 .r TYP - — STL. PIPE CEMENT MORTAR LINING INSIDE FWE OF 6" \ ` 3° � � L • z x ► vz X 114 x o' -6" SHELL PIZECAST CONC. WALL ... 4 a ` ` TYPICAL TREAD BRACKET + .. MIN. ` DETAIL Fc3 LU F/3 3 "x 51W 139,4CKET :a \ PIPE OPENING IN PRECAST WALL Q ,, �5' O" Max YF4CitiG • .''a !� EQUAL OPPOSITE — >e, 1 /4 "X 2 "X 0'- 9" u C3 C2 zz ` NO SCQ L E /� n Vfi! Fl XED ALUM i , ) _ _ _ . LAD_ OER l -¢ 3 ALUM. TYP - 5ie"BOLTS � cs — + t z • 5 /e"eof.rs � , - o I _ —�_�.– 3/16 �1 `�/ //I/TC%�I ,U/1I/�Ef��$ ✓—X=[� L 2 518" HANDRAIL CONNECTION W12 NU eoLTS 1 - 2. a /B- NOTE W/2 NUTS EA.' � G,r __.__ ALL NUTS AND BOLTS SHALL BE DETAIL C4 C2 " OF THE MATERIAL AS THAT POURED /N PLACE ..—� LADDER. OF THE LADDER, , • • . �, •, Q / u ••' . • .a COOK. T/ -r?UST WALL INSIDE FACE OF PLANS GRATING b TYPICAL BOTTOM ANCHOR } PREC ,4ST CONC. WALL A TYPICAL LADDER BRACKET uHLESSE D ��._._:'�i OTHERWISE NON -SLIP DETAIL CI ALUMINUM LADDER E DETAIL A I SPECIFIED, NOSING. CEMENT MORTAR 3" PIPE omo. INPREC4ST ANCHORS (SEE owcs.) TYPICAL STEP (TYPICAL) CO,dTING Mdx. WALL 4S SlIOWN ABOVE I SCt!LE I �21� I Oa FOR CONTINUATION, SEE 1 -1 12" rD. PIPE ................ r� r I /L ADJACENT r OR FBI 3/l6 RAIL IR D ). S. S.—PL. N REQUIRED ). --'"i ,, PROVIDE Ii ; AS REQUIRED. �� G -4 114' LADDER ACCESS_ b — OPENING. li COVERED -G0 DETAIL c_s ALIGN POSTS � v GRATItIG (OR PL. TOP OF G -3 COVER) , WALL(0R .� TYP SLAB J 2 �j -- ,, I Q� C -2 C -I � FOR TREAD TYPE -,. A I �` ``��— — - _ REQUIRED, SEE j % bo, �:` \ .� 14. rp DRAWINGS. 9 :� `� �`- , ( NON -SLIP, TYP.) :•e �� o:- _ }-° a CEMENT MORT4 R _ �; 75' N N. .. (0R AS LINING :.. SHOWN STANDARD TOP OF LA'DOER TOP OF LADDER AT 11—s a Q • �.1 L..j COLLAR FOR MECM. CPL G. nR COVERED OPEN G. 6 DWGS -) o j a FLANGE AS REQD. ALUGdINUM SHIPS LADDER I SHIPS LADDER 3L7" n%) X •3�Cg" STL. PL, 36110. D. -STRINGERS (MA. ALUM. ALLOY, 6067 TS OR T6,EXCfPT "'FOR C RING FLG. 2 STRINGERS - C8 x 6.48 ALLOY 60.61 - T6 - RECORD DRAWING These record drawings have been prepared A L UMINUM SHIPS L A DDER WALLFLANGE C based on Information provided by others. The Engineer has not verified the accuracy of -- NO SCALE 25 such Information and shall not be resp- onsible for any errors or omissions which may be Incorporated herein as a result. SCALE: DESIGNED -J SUBMI ED 28041 � � PROD C NGINEER R.C.E N0. DATE - JAMES M. MONTGOMERY � APPROVED / � g DI R. ATE SAN DIEGUITO WATER DISTRICT SHEET om• 36 INCH TRANSMISSION PIPELINE PROJECT ds NOTED DRAW CHECKED CONSULTING ENGINEERS, INC. 2255 AVENIDA OE LA PLAYA, LA JOLLA, CALIFORNIA 92037 30 OF 38 SHEETS J-L RECOMMENDED �A&4ZA - /,/'�? � 23129 G s' JAMES M. MONTGOMERY R. C. E NO. D A T E CONSULTING ENGINEERS, INC. A ROVED DATE VALVE AND METER VAULT DETAILS REV DATE BY DESCRIPTION 0 00 U V , I w J_ LL. O Z Co 0 - 110 N 6„ Tye 6 SL EE"VE" - T yRE Couf"LiNCr lI 6 " vl NT P /r--E /=0/\- C-On/T /1N/UAT /ON S/-1 475''5 , - /1 /2"x %a/ / ''2,C. �I�elJG � 4e,fP ¢ CZ :).15 8•d25 4'' O C. 11LG dL7lFlTN M . . SE- c'T /anr 1 2' - 6 " -ALUM /NUM 6IZ4 T/G NOMINAL PIPE SIZE EXPANSION JOINT PIPE I FILLER T • T G QL t AI�O1lN� �� a , '0' 1 TYP. GALVANIZED ANCHOR BOLT IY/ TWO (2) HEX (,AI Q. ,yell NUTS FOR LEVELING 6 4 12 AFTER INSTALLATION, 5/9 Q 7 6 �.� C ' PLATE (TYP.'OF 4 ) -- ;�� -- C. 14=A0 a CO /1:V0 VISE 6:5 ax-1 _115C9Ar_" 11/0.8 /"lr6 - .041 M11,20 CUI-IR TO P /PE 1. Aw05ia CLGNlP 90 ° P L--/VD ENQ, S FOR PIPE SIZES SE- c'T /anr 1 2' - 6 " -ALUM /NUM 6IZ4 T/G 142L ,G1 /`/ REV I DATE I BY I DESCRIPTION g/' �jL1IMP SCALE: DESIGNED AS SHOWN DRAWN / f%UC1%KCr1 I-0, SUBMITTED NOTE: FOR ALL PRESSURE CONNECTIONS TO AND FROM PUMPS AND OTHER EOUIPMENT, PROVIDE HARNESS SETS, OR RADIUS GROOVING, UNLESS OTHERWISE SHOWN. ILL ARED END TO T COUPLING C GROOVED COLLARED END TO FIT COUPLING (SEE NOTE) t.7 �A VICL_vL- 0) COLLARED END DETAILS FOR MECHANICAL COUPLINGS Fq OIZ6 llV oE nA lL C PIPE 90° 0 NOMINAL PIPE SIZE EXPANSION JOINT PIPE I FILLER T 6" T V a , '0' 1 TYP. GALVANIZED ANCHOR BOLT IY/ TWO (2) HEX (,AI Q. 114 NUTS FOR LEVELING 6 4 12 AFTER INSTALLATION, 5/9 Q 7 6 �.� C ' PLATE (TYP.'OF 4 ) 6�1 142L ,G1 /`/ REV I DATE I BY I DESCRIPTION g/' �jL1IMP SCALE: DESIGNED AS SHOWN DRAWN / f%UC1%KCr1 I-0, SUBMITTED NOTE: FOR ALL PRESSURE CONNECTIONS TO AND FROM PUMPS AND OTHER EOUIPMENT, PROVIDE HARNESS SETS, OR RADIUS GROOVING, UNLESS OTHERWISE SHOWN. ILL ARED END TO T COUPLING C GROOVED COLLARED END TO FIT COUPLING (SEE NOTE) t.7 �A VICL_vL- 0) COLLARED END DETAILS FOR MECHANICAL COUPLINGS Fq OIZ6 llV oE nA lL C PIPE 90° 0 NOMINAL PIPE SIZE EXPANSION JOINT PIPE I FILLER T 6" T V a , '0' 1 TYP. GALVANIZED ANCHOR BOLT IY/ TWO (2) HEX (,AI Q. 114 NUTS FOR LEVELING 6 4 12 AFTER INSTALLATION, 5/9 Q 02 6 �.� C ' PLATE (TYP.'OF 4 ) 6�1 9 16 13 �- AOD/ TONAL STIFFENERS AT BOTH 4 12 318 5/9 ENQ, S FOR PIPE SIZES 8 i I 7�02 42 AND LARGER. � 14 10 4 DRYPACK, CEMENT TYPICAL 519 6 MORTAR. SEE NOTE 15 12 9 13 No. 3. I v 4 .� 3/9 1 TYPICAL 7 1/ 17 O /0 � I' 16 F =4 /2 II f# AT 12 EACH. s 4 FACE. 12 `N4 14 /I 16 �G 17 16 4 12 I 519 1 9 13 19 115 12 18 24 1 /8 ONE 0) LAYER OF NOMINAL PIPE SIZE EXPANSION JOINT PIPE I FILLER T 6" T V �D' DiAMETER , '0' 1 TYP. GALVANIZED ANCHOR BOLT IY/ TWO (2) HEX (,AI V 114 NUTS FOR LEVELING 6 4 12 AFTER INSTALLATION, 5/9 - 02 6 �.� C ' PLATE (TYP.'OF 4 ) 6�1 9 16 13 �- AOD/ TONAL STIFFENERS AT BOTH 4 12 318 5/9 ENQ, S FOR PIPE SIZES 8 13 I/ 7�02 42 AND LARGER. 314"RAD /US, 14 10 4 DRYPACK, CEMENT TYPICAL 519 6 MORTAR. SEE NOTE 15 12 9 13 No. 3. 314 ° CHAMFER, 12 4 .� 3/9 1 TYPICAL 7 1/ 17 CONCRETE P/ER /0 15 I' 16 .14 I Y4�1 /2 II f# AT 12 EACH. s 4 FACE. 12 `N4 PIPE SUPPORT RECORD DRAWING These record drawings have been prepared based on Information provide' by others. The Engineer has not verified the accuracy of such Information and shall not be resp- onsible for any errors or omissions which may be incorporated herein as a result. NOTES: 1. WHEN SUPPORTING PIPE AND FLANGE ALTERNATELY ON THE SAME LINE CONCRETE PIERS FOR PIPE SUPPORTS SHALL ALL HAVE THE SAME DIMENSION 41hIR FLANGE SUPPORT. 2. PIPE SUPPORTS TO BE LOCATED IN PLAN AT POINTS MARKED THUS: (X ) 3. WHERE DIFFERENTIAL SETTLEMENT IS LIKELY TO OCCUR, OMITAS DIRECTED BY THE ENGINEER. 4. GALVANIZE AFTER FABRICATION. DIMENSIONS IN INCHES NOMINAL PIPE SIZE SUPPORTING PIPE I FLANGE T T T V 'F' '0' 1 V 'J' 'F' V V 'J' 6 4 12 34? 5/9 - 02 6 12 10 6�1 9 16 13 B 4 12 318 5/9 5 8 13 I/ 7�02 9 16 14 10 4 12 3/9 519 6 9 15 12 9 13 /8 15 12 4 12 3/9 1 5/9 7 1/ 17 13 /0 15 20 16 .14 4 /2 31915A 1 8 12 17 14 /I 16 21 1 17 16 4 12 jV9 519 1 9 13 19 115 12 18 24 1 /8 l8 4 12 319 519 1 /0 14 20 1 16 11 13 19 24 19 20 5 12 4/9 " 10 15 21 17 11 15 21 26 21 22 11 5 12 V8 Se 12 /8 24 18 1 16 23 28 22 24 1 3 1 12 1 AM :i/$ 13 19 24 19 16 24 30 23 26 5 12 3/9 341 14 21 27 20 IS 26 32 24 30 5 12 4.19 44 1 16 23 28 22 20 29 34 26 34 5 15 316 3/4 18 26 32 24 22 33 39 29 36 6 15 J/8 314 19 27 32 25 124 134 40 30 42 1 6 18 1 V2 1 1 21 131 36 28 127 139 45 33 48 6 /8 1/1 1 I 24 36 42 31 130 44 50 37 4 6 /B 1/2 / 28 40 46 34 34 48 56 40 0 6 /8 1/2 / � 32 45 52 37 36 54 160,44 6 N 6 /B 1/2 1..m 33 49 56 40 40 59 66 47 2 6 /8 //7 36 53 60 43 44 63 170 1501 ROJE �, 28041 TE JAMES M. MONTGOMERY ROJ C ENGINEER � R.C.E N0. DATE RE�COr MENDED CONSULTING ENGINEERS, INC. vMZ l jQ.? 23129 l0 3 8 JAMES M. MONTGOMERY R. C. E NO. D Ar E 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 CONSULTING ENGINEERS, INC. i WN #I, DATE DATE 2" 3000 LB. F. S. HALF COUPLING_ STEEL SHELL I PIPE /. D. I' - _j COAT W /TH EPDXY OR I COAL TAR ENAMEL. i 3//6 I. 2 HEXHEAD PLUG EXTERIOR COATING, WHERE REQUIRED 2" PLUG OUTLET D ZMAX. /0 "Mm. TYP. 18 "MAX. FOR CONCRETE CYLINDER PIPE TACK WELD REINFORCING TO CYLINDER F /EL D APPLIED CEMENT MORTAR 2X 4'x' 12 GA. W. W. M. t T YP. TACK WELD TO BUTT -STRAP PL. SAME THICKNESS AS i CHIP MORTAR AS STEEL SHEL L,3/16 ' MIN. ; REO 'D. FOR WELDING t ALTERNATE WELD -TYP. - 2 „ 6 „ MIN. MIN. 14 "MAX, TYP. TYPICAL SECT /ON -Burr-STRAP JO /NT f r l SAN DIEGUITO WATER DISTRICT 36 INCH TRANSMISSION PIPELINE PROJECT MISCELLANEOUS DETAILS SHEET 31 OF 3 8 SHEETS I A �i mr G - PL. SAME THICKNESS AS i CHIP MORTAR AS STEEL SHEL L,3/16 ' MIN. ; REO 'D. FOR WELDING t ALTERNATE WELD -TYP. - 2 „ 6 „ MIN. MIN. 14 "MAX, TYP. TYPICAL SECT /ON -Burr-STRAP JO /NT f r l SAN DIEGUITO WATER DISTRICT 36 INCH TRANSMISSION PIPELINE PROJECT MISCELLANEOUS DETAILS SHEET 31 OF 3 8 SHEETS I A a� v W J IL 0 m �i r. Ohs C / k Q TRENCH WIDTH MIN.: PIPE O.D. f 12" MAX.: PIPE_ 0. D. -f 20" / Tt�lullll tll =rj1= 111 = 111 COMPACTED BA CKFI L L SEE SPECS. n _ , i�ll�► � Lin pew W 1z W I Q_ - — - CL � Ire 314 M /N. / W � o o CL 04 �0 = j CL ` Q O z N ct,, a W tl cn it 1. ALTERNATIVE TRENCH SECTIONS (A,B and 0 ARE FOR USE ONLY WHERE STABLE, COMPACT SOIL CONDITIONS EXIST: A. Vertical trench walls - Section A 1. For depths up to 5 feet, no Trenc h support is inquired. 3. For depths exceeding 5 feet, shoring or solid sheathing is required. B. Sloping trench walls- Section 1. Sloping trench wall section shall not he used without approval cX engineer, unless specifically designated on plans or in specifications. '. Except as approved by engineer, unsupported sloping trench walls shall not be steeper than 3/4 horiz. to 1 vert. C. Combination of vertical and sloping trench walls- Section fC 1. Trench depths not exceeding 5 feet shall have vertica walls in pipe zone unless otherwise approved by engineer, or where specified. 2. For trenches with combined walls and any depth exceeding 5 feet, design calculations by a registered civil end *ineer and approval by governing agency of support methods are required. 3. WHERE WET. UNSTABLE OR RUNNING; SOIL IS I:NC'OUNTI:RED. SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. TYPICAL TRENCH SECTION HINGES 3 of TYP. 4 "STEEL PIPE LINED - 8 COATED PER SPECS. MECHANICAL TYPE COUPLING 6 AND —BED ING SEE SPECS. 314 "CHAMFER (TYP.) L Il12XI112X3116XI112" G. WELD TO PIPE (T YP. ) Z 11 12X11 /2X3 116X1/ /2 "L . WELD TO PIPES DOOR W HOLE FOR PADLOCK (2 ,.I REO'D.) r I E— CONC. BASE 1 I I I / r � O PLAN VALVE BOX AND C EX TENSION SEE 3 z W. WATER MAIN - (SEE PLAN) FLA NG ED OUTLET WEL DING NECK FLA NGE 900 WELDING ELL I CEMENT MORTAR LINING -FOR COATING SEE SPEC. WELDING NIPPLE INSULATING FLANGE SET 12 "MAX. 5 6 to MIN. 6 HOSE CAFL----,,," W1 CHAIN (BRONZE) ' 1 i. :; 6� FEMALE - MALE �= 6 HOSE NIPPLE THREAD x HOSE THREAD) QRONZE COUPLINGS- SLEEVE-TYPE OR MECHANICAL r , I, O to 1 - CONC. ANCHOR �6"SCH. 40 ML &'C STEEL PIPE 6" PLUG VALVE C *4 BENT REINF. ROO FOR CHAIN ANCHOR IB "DIA. C.I. MANHOLE FRAME 8 COVER, TRAFFIC WEIGHT MARKED WATER CONC. BASE • : 6., /B D/A. PRECAST CONC. RINGS to 6 GRAVEL POCKET I 6 SCH. 40 ML 8' C. STEEL PIPE NOTE: CAD PLATE ALL HARDWARE SEE SPEC. TYPICAL BLOWOfF DETAIL r2� v 4 "MIN. HINGE - WELD TO # l0 GA. PL. WELDED TO PIPE DOOR 8 PIPE (T YP.).N WELD 8 GRIND -- o a 0 0 o DRILL 30 -112 toHOLES IN 3 ROWS N l0 0 o o ,q,T l0 HOLES PER ROW to Or-..: 0 0 of —�� 4AIR VAC. 8 AIR RELEASE VALVE, FOR rs SIZE SEE PLAN 8 PROFILE # l0 GA. STL. PIPE GALV. AFTER FA B. 0 3 „MINI \\ Z-s FOR PADLOCK o TYP. �__ GALVANIZED NIPPLE I ti �r � I 4'ISCREWED STEEL PLUG VALVE I I _ I - 314 to CHAMFER(TYP.) N I I 1 I W EXTENSION BOX SEE G 4L4 ; of j 4`�STL. FLA GED to EL B 0 W ” PLUG C - - VALVE — INSULATING FLANGE SET 518`o 'GAL V. PIPE LESS THAN 4 "SHALL BOLT(TYP.)-' BE GALV. W / P. V. C. WRAP 4 -1 HIGH "V "NOTCHES ALL PIPING 8 VALVES BEYOND THIS POINT SAME SIZE AS AIR VAC. & AIR RELEASE VALVE WO4`STL. FLANGED ELBOW R REDUCING ELBOW SLIP ON FLANGE (F/ EL D WEL D) SECTION l NO TES., I. ALL FERROUS SURFACES OF PIPE AND APURTENANCES TO BE PROVIDED WITH PROTECTIVE COAT /NGS PER SPECS. 2. FOR PROTECTION POST SEE DETAIL E 32 ELEVATION AIR VACUUM AND A/R RELEASE VALVE ASSEMBLY SCALE: SUBMIT D DESICMED ✓�/Y.LrEeC PR J N WO SCALD L./ - -- RE /C'O�MENDED - - - -- CHECK /' ✓. L...... � � JA - REr DATE 011 DESCRIPTION CONSULTING ENGINEERS, INC. CONC. BASE ROUNDED CONCRETE 4 "0 STEEL PIPE FILLED W/ CONC. AND PAINTED PROTECTION POST -- R/W _- -- VALVE PROTECTION POSTS DETAIL AIR VACUUM & AIR RELEASE ASSAY. *ROTECT/ON POST I ;EE ABOVE fTYP. ) APR rE / 28041 —/ !f D AT ,TAMES M. MONTGOMERY DIS MM. CONSULTING ENGINEERS. INC. AP ROrEO 23129 G S .C.E N -DATE 2235 AVENOA OE LA [*LAVA, LA JOLLA, CALIFOM/A 92037 DATE DATE SET FLUSH IN PAVED AREAS- „ T ! 12 MAX. ?'O 'SOUARE CONCRETE PAD ---101 PROVIDE VALVE STEM EXTENSION WHERE DEPTH TO OPERATOR EX CEEDS 5' ( SEE DETAIL BELOW) 8 "CAST IRON SOIL PIPE-- REDWOOD BLOCK 2- 2"21 x /2 "LONG CRUSHED RUCK"" GATE VALVE INSTALLATION 2' MIN. I /B" FLAT PL. CENTERING GUIDE 118 NOTE: Provide protective coating to exterior surface of valve body in accordance with specs. SET 3 "ABOVE GRADE IN PARKWAY 8 SIMILAR AREAS FINISH GRADE 10 - 114 "DIA. TRAFFIC BOX WITH CAST IRON FRAME AND COVER. MARKED S. D. W. D. WATER I BUTTERFLY VALVE OR PLUG VALVE INST. i - 2':4WWA SODARE OPERATING NUT I- 114 "DIA. STEEL SHAFT EXTENSION MACHINE TO MATCH NUT _ADAPTOR TO FIT AWWA SOUARE NUT BURIED VALVE INSTALLATION FIN. OR EXIST. GRADE 518 "PL. WELDED TO FLANGE so 2- LIFTING HOOKS SEE 172 D/A. HOLE-,,, W DETAIL 'A' RIGHT ` cc 20 "FLANGE & BLIND FLANGE c( DRILLING AS REQ D. (150 MIN.) 20` - OUTLET N 114 %4' TYP. 4 It CEMENT MORTAR LINED STEEL TRANS. MAIN r STEEL FLANGE LOCATE LIFTING HOOKS 4 FROM EDGE OF FLA NG E TOP OUTLET DETAIL 'A' NOTES. 1. ALL FERROUS SURFACES OF BURIED PIPE AND APPURTENANCES TO BE PROVIDED WITH PROTECTIVE COATINGS PER SPECIFICATIONS. RECORD DRAWING These .record drawings hava been prepared based on information provided by others. The Engineer has not verified the accuracy of such Information and shall not be resp- onaible for any errors or omissions which .may be Incorporated herein as a result. SAN DIEGUITO WATER DISTRICT 36 INCH TRANSMISSION PIPELINE PROJECT MISCELLANEOUS DETAILS SHEET 32 OF 3 8 SHEETS v W J U. O 2 m WIDTH OF DUCT + 8" PIPE 0. D. f 8' _ 4toTYP. 4,r TYP EL EC TRICA L DUCT 0❑ ALL NON- METALLIC 00 PIPES, CONOUI TS AND .� "THICK SEWERS, EXCEPT HOUSE I12 THICK EXPANSION JOINT CONNECTIONS �,:o; FILLER MATERIAL :•o•;.:: ?' o.. ' CONCRETE SUPPORT-- I I ;174W"' . r_p SECTION l NO TE.' / EACKFIL L TO BE BROUGHT UP UNIFORMLY ON BOTH SIDES OF CONC. SUPPORT ---EXIST. T. PIPE OR DUCT � U �o: :', : ; 112 THICK EXPANSION JOINT FILLER BETWEEN PIPE AND CONCRETE CONCRETE FULL WIDTH OF TRENCH. CONC. BLOCKS MA Y BE USED A T OPTION OF CONTRACTOR. PROVIDE CONCRETE FOOTING WITH MIN. DEPTH 6'. NEW PIPE NOTES: 1. UNDERGROUND UTILITY SUPPORTS ARE TO BE PROVIDED WHERE SHOWN ON PLAY OR DIRECTED BY ENGINEER. 2. EX /STING PIPE OR DUCT SHALL BE FIRMLY SUPPORTED DURING INSTALL A T10h, OF NEW PIPE AND SUPPORT. UNDERG440UN0 UTILITY SUPPORT DETAI A BURLAP BAGS FILLED WITH SOIL CEMENT, APPROX. ONE CUBIC FOOT ---, -`,� 13'MAX"--_, 1 CJT- OFF WALL R OUIRED ON GRADES OVER 12% UNLESS PAVED V,-i ?IES >G 6 r, - SEC T /ON / I 9 TRENCH F 8 W/D TH SL OPE PRO TEC 77 ON REV I DATE BY DESCRIPTION SCALE: ✓A� DESIGNED / NO SCALE DRAWN `X 464'1"467 nurnv! r I r• FIELD MORTAR L AP WELDED SLIP JOIN -rj?AT!0N INSIDE WELD AT CON T. FIELD WELD. CONTRACTOR `S OPTION 1/8r, M1 N f /l6�' MIN OM /T ROD AND FOR 24 "PIPE AND LARGER WELD IF INSIDE j WELD IS USED • GROUT IN FIELC FIELD MORTAR STEEL RETAINING ROD OMI T RUBBER GASKET IF FIELD WELD CHIP MORTAR L /NING IS MA DE ON INSIDE OF PIPE. PROVIDE AS REO D FOR WELDING GASKET IF FIELD WELD IS AfADE ON 1 1 u' i4EX/BLE CPLG. TO BE APPROVED Or DIVIIIICT 9 LENGTH CT° CL A S61 700 r 1 CL R. IN51eI LL A 1108 ..X/5 t /NG 5Ei✓ER OR HCtl5E LA jER4 L rr�E Q� eo !t f E"I 9F1Jfg MAIN !T'1 �1. LZ�T��1��Z�SST _SZ�iZTTTrZ�'�SZ- ZS= Z�1T�K / I I I I 1 1 �z - j5 , . .. •. ,. •,fir l a CLRN /N5tWLLdt /UM rrr #D�dR NOtE: A � o sQ� ci eP1�2n °veD 32 I7'PE 101 it i7rGK LKV.7J //YV BLOCK OUT COATING FOR ROD CONNECTOO IF REOU/RED n FIEL D SPRING --ter 2 3/4 " BEL L END LINE — 1 MIN. Z14, JUMPER ROD SPIGOT END I SIDE VIEW LOCATION OF RODS FIELD COAT P IPE JOINT PER NOTE 6 — 1112 of / //4 3 //4 MIN. MIN. I MIN. WELD TO BELL —S _ _ "• . ::'`.: _ .e.. WELD TO MORTAR IN FIELD SPIGOT SECTION ROD BONDING DETAIL LENGTH* IN FEET REINFORCING BARS L APk'!Y% ✓N) G R O U T IN FIEL D STIRRUPS 4 - 7 NONE SEE SPECS. FOR 8 -9 5- 5 #4@18 SHELL THICKNESS WIRE REINFORCEMENT # 4 18" 14 -l7 5 -47 #4@18" l8 -21 5 - # 8 # 4 @q /8" • .Q • • • •p •,I • 4'1 'A ••.'d' • • •''p 5112 5112 , 23/4 FLEXIBLE CABLE SIZE V4 7';�4 #4 *4 N0. OF JUMPERS PEP PIPE JOINT 3 1 3 1 2 1 2- MORTAR FIELD MORTAR "PIPE RUBBER GASKET SEE SPECS. 2 / AND SMALLER DAUB BELL END OF LINING PIPE INSIDE DIAM. BEFORE STABBING, THEN SWAB SMOOTH.24 "AND LARGER, POINT AFTER BACKFILL. BELL AND SP /GOT RUBBER GASKET JOINT 1112 1112 "t GROUT IN FIELD—-, FIELD MORTAR L AP WELDED SLIP JOIN -rj?AT!0N INSIDE WELD AT CON T. FIELD WELD. CONTRACTOR `S OPTION 1/8r, M1 N f /l6�' MIN OM /T ROD AND FOR 24 "PIPE AND LARGER WELD IF INSIDE j WELD IS USED • GROUT IN FIELC FIELD MORTAR STEEL RETAINING ROD OMI T RUBBER GASKET IF FIELD WELD CHIP MORTAR L /NING IS MA DE ON INSIDE OF PIPE. PROVIDE AS REO D FOR WELDING GASKET IF FIELD WELD IS AfADE ON 1 1 u' i4EX/BLE CPLG. TO BE APPROVED Or DIVIIIICT 9 LENGTH CT° CL A S61 700 r 1 CL R. IN51eI LL A 1108 ..X/5 t /NG 5Ei✓ER OR HCtl5E LA jER4 L rr�E Q� eo !t f E"I 9F1Jfg MAIN !T'1 �1. LZ�T��1��Z�SST _SZ�iZTTTrZ�'�SZ- ZS= Z�1T�K / I I I I 1 1 �z - j5 , . .. •. ,. •,fir l a CLRN /N5tWLLdt /UM rrr #D�dR NOtE: A � o sQ� ci eP1�2n °veD 32 I7'PE 101 it i7rGK LKV.7J //YV BLOCK OUT COATING FOR ROD CONNECTOO IF REOU/RED n FIEL D SPRING --ter 2 3/4 " BEL L END LINE — 1 MIN. Z14, JUMPER ROD SPIGOT END I SIDE VIEW LOCATION OF RODS FIELD COAT P IPE JOINT PER NOTE 6 — 1112 of / //4 3 //4 MIN. MIN. I MIN. WELD TO BELL —S _ _ "• . ::'`.: _ .e.. WELD TO MORTAR IN FIELD SPIGOT SECTION ROD BONDING DETAIL LENGTH* IN FEET REINFORCING BARS HORIZ. STIRRUPS 4 - 7 NONE NONE 8 -9 5- 5 #4@18 l0 -13 5 - #6 # 4 18" 14 -l7 5 -47 #4@18" l8 -21 5 - # 8 # 4 @q /8" 22-25 5 - #g -At 4 @l8" NOTE: FOR TYPICAL TRENCH PLACE CONCRETE AGAINST SECTION SEE UNDISTURBED EARTH b pl � 1?!�rr• .R r s CONC THRUST BLOCK \1 `L BACKFILL OQ k �� 41 SEE SPEC. STIRRUPS # 4 BARS @ 18r 6 "MIN. / a h Up� y'..\ 0...• t �••�.•.. •6 LU 4.1 d r m AOF�LE SHEET TABULATION ABOVE 6MJN. W m (n a W Uj PLAN SECTION cr) THRUST BLOCK • DETAIL CABLE CONNECTOR (TYP) 4 AWG STRANDED HW W/ PE WIRE 3REOD. AND WELDED 9, 450 " APART FLEXIBLE BONDING CABLE l NO. 2 LEEVE TYPE CPLG. BEND ROD TO F/ T d CURVE OF PIPE 2d a �t -FIELD SPRING NOTES. LINE I FLEXIBLE BONDING CABLES SHALL BELONG J --- --NO WELD THIS ENOUGH TO ALLOW MAX /MUM MOVEMENT OF COUPLING. AREA a JUMPER ROD NOMINAL PIPE DIA. (INS.) 30 36 24 16 CYLINDER WALL THICKNESS (INS.) /D 2 .1046 .1046 JUbfPER ROD 0/A. (d) (INS.) 0.5 0.5 0.25 0.25 JUMPER ROD LENGTH (INS.) 5112 5112 2314 23/4 FLEXIBLE CABLE SIZE V4 7';�4 #4 *4 N0. OF JUMPERS PEP PIPE JOINT 3 1 3 1 2 1 2- /OVARIES 0.1345" - 0.1644" 2@VARIES 0.1644 0.4375" SLEEVE TYPE COUPLING ELECTRICAL BONDING DETAIL _ OUTSIDE OF PIPE. ALTERNATE FIELD WELDED JOINT DETAILS FOR ELECTRICALLY BONDED BURIED STEEL PIPE MORTAR LINED AND COATED STEEL P IPE C SUBMI T APF D V D W 28041 ROJECT EN Q I R.C.E. N0. DATE JAMES M. MONTGOMERY Dir. MGN. RECOMMENDED CONSULTING ENGINEER% INC. kz1ow AFFPROVED zliI -a -rte- 23129 41 �S Q JAMES M. MONTGOMERY R. C. E NO. DATE CONSULTING ENGINEERS, INC. 2255 AVENIDA DE LA PLAYA, LA JOLLA. CALIFOWA 92037 61 �2 DATE DATE RECORD DRAWING These record drawings have been prepared based on Information provided by othe,s. The Engineer has not verified the accuracy of such information and shall not be resp- onsible for any errors or omissions which .may be Incorporated herein as a result. SAN DIEGUI TO WATER DISTRICT 36 INCH TRANSMISSION PIPELINE PROJECT MISCELLANEOUS DETAILS SHEET 33 OF 3 8 SHEETS E s F!1!1 W J O 2 m UTIL/TYBOX t WOOD BLOCKS TWO — WIRE ELECTROLYS /S TEST STAT /ON FOR GENERAL POTENTIAL MEASUREMENTS U TI L/ T Y I r- I BOX RED TES T BOARD, SEE SPECS. BOX AND U TI L I T Y BOX TEST BOARD, SEE SPECS. 23 UTILITY ailt;R4EDWOOD NOTES 22 AND 23 STD. WG. I I AND NOTES 22 AIVD23 H'4 AWG -246 REDWOOD BLOCKS (I SrD. DWG. C -246 *4 AWG BLOCKS IIII AWG �I I 4 AWG �' 4 AWG — (I SLACK LOOPS (TYP. ) r �4 AWG I I #4 AWG 3" PVC, 3 LONG AWG HWW /PE ' it I 3 of PVC 3 LONG SLACK LOOPS (TYP.)�, 3 3 LONG �� jI�IF INSULATING FLANGE IS IN II VAULT, OTHERWISE MOUNT IN Ilil SLACK LOOPS (TYP.) 6" 6" SLACK LOOPS ( TYP.) 6„ 6„ _ - CARRIER CARRIER 'P /PEL /NE leuu PIPELINE .I / / -1— *4 AWG RECORD ACTUAL DISTANCE ON / \ 'I �`4 AWG - - _ AS -BU /LT DRAWINGS 200 TWO — WIRE ELECTROLYS /S TEST STAT /ON FOR GENERAL POTENTIAL MEASUREMENTS 6 "A41 N. 6" M/ N. INSULATING FLANGE � NOTES FOR COATING SEE DETAIL DASHED LINES INDICATE ALTER- NATE CONFIGURATION. FOUR—WIRE, ELECTROLYSIS TEST STATION ACROSS INSULATING FLANGE REV I DATE BY DESCRIPTION SCALE: DESIGNED NO SCALE DRAWN CHECKED "OA G NOTE: THIS DETAIL APPLIES TO ALL PIPE WITH BONDED JOINTS (TYPICAL WATER WORKS PIPEL I NE) FOUR— WIRE ELECTROLYSIS TEST STATION FOR GENERAL POTENTIAL AND STRAY CURRENT MEASUREMENTS FORM OPENING BLACK FIBERBOARD LID PLYWOOD FORM 2 "M /N. 3�i1/ /N. -- FILL W/ COAL TAR ENAMEL AND WRAP WITH PVC AS PER SPEC. F/ELDAPPLIED COATING SHEETMETAL, FLANGE COATING QETAlL I TEST BOARD, SEE SPECS. AND NOTES 22 AND 23 X11 STD. DWG. C-246 III III BONDING CABLE FROM }}I FORE/ GN P /PEL /NE I 1 II BONDING CABLE III I FROM CARRIER PIPELINE CARRIER PIPELINE METALLIC FOREIGN PIPELINE NOTES 1. THE MINIMUM LENGTH OF BONDING CABLES SHALL BE USED BETWEEN THE CARRIER AND FOREIGN PIPELINE. 2. THE COPPER CORE OF ALL BONDING CABLES SHALL BE A MULTISTRAND CORE WITH HMW /PE INSULATION. 3. THE BONDING CABLES FROM THE CARRIER PIPELINE AND FOREIGN PIPELINE SHALL NOT BE CONNECTED TO THE TEST BOARD, BUT TERMINATED IN THE UTILITY BOX AND THE EXPOSED ENDS TAPED. 4. FOREIGN PIPELINE OWNER SHALL DO ALL HOT WORK, BRAZING OR THERMITE WELDI14G ON THE FOREIGN LINE. SIX — WIRE ELECTROLYSIS TEST STATION FOR PARALLELING FOREIGN PIPELINE , _ - ALLOW 18 '0 SL ACK — IN WIRE .UTILITY BOX 4 STRANDED HMW /PE WIRE TYPE "A" INSULATING COUPLING Suomi T ED APP OV V ' 28041 JAMES 111. MONTGOMERY R J CT N IN DATE DI GA. RECOMMENDED CONSULTING ENGINEERS INC, A PROVED }�We.* . 23129 G SJuOZ JAMS hL RY R. C. E DATE 2253 AVENM DE LA PLAYA, LA JOLLA, CALIFOIMaA 92037 CONSULTING ENGINEERS, INC. RECORD DRAWING ; These record drawings have been prepared based on Information provicled by others:. The Engineer has not verified. the accuracy of such Information and shall not be 7esp- . onsible for any errors or urnissions which may be Incorporated herein as a result. U T/L I TY Box----- REDWOOD BLOCKS � '�4 AWG �4 AWG II `*4 AWG - 3 PVC, 3 I LONG — SLACK LOOPS (TYP. ) TEST BOARD, SEE SPECS. III III BONDING CABLE III FROM CARRIER PIPELINE BONDING CABLE FROM III FOREIGN PIPELINE I.. 1 \ METALLIC 6„ \ FOREIGN PIPELINE 1-..,0 6��M /N.-� \ qi _ I P CARRIER PEL NE 200 RECORD ACTUAL DISTANCE ON AS -BUILT DRAWINGS NOTES 1. THE MINIMUM LENGTH OF BONDING CABLES SHALL BE USED BETWEEN THE CARRIER AND FOREIGN PIPELINE. 2. THE COPPER CORE OF ALL BONDING CABLES SHALL BE A MULTISTRAND CORE WITH HMW /PE INSULATION. 3. THE BONDING CABLES FROM THE CARRIER PIPELINE AND FOREIGN PIPELINE SHALL NOT BE CONNECTED TO THE TEST BOARD, BUT TERMINATED IN THE UTILITY BOX AND THE EXPOSED ENDS TAPED. 4. FOREIGN PIPELINE OWNER SHALL DO ALL HOT WORK, BRAZING OR THERMITE WELDING ON THE FOREIGN LINE. S. NUMBER OF WIRES WILL VARY IF ADDITIONAL FOREIGN STRUCTURES ARE AT SAME GENERAL LOCATION, THEN TWO WIRES PER FOREIGN STRUCTURE WILL BE RUN FRON THE ADDITIONAL STRUCTURE INTO THE TEST BOX. SIX — WIRE ELECTROLYSIS TEST STATION D FOR CROSSING FOREIGN PIPELINE 1. FOR LOCATION AND TYPE OF ELECTROLYSIS TEST STATION (ETS) SEE PLANS. 2. ALL TEST CONNECTIONS ON BURIED STEEL PIPE TO BE MADE AT EXPOSED FIELD JOINTS. WHERE TEST CONNECTIONS ARE SHOWN 1" APART, THE CONNECTIONS ARE TO BE MADE ON THE SAME SIDE OF THE JOINT. IF CONNECTIONS CANNOT BE MADE EASILY 6" APART LONGITUDINALLY, THEY MAY BE SEPARATED CIRCUM- FERENTIALLY INSTEAD. 3. ALL TEST CABLE CONNECTIONS ON STEEL PIPE TO BE MADE BY THERMITE WELDING OR BRAZING. 4. ALL WELDED OR BRAZED CABLE CONNECTIONS TO BE INSULATED WITH FLEXIBLE DIELECTRIC MATERIAL EQUIVALENT TO BITUMINOUS PIPE COATING. 5. NO WELDING WILL BE PERMITTED ON PRESTRESSED WIRES ON STEEL CYLINDER CONCRETE PIPE. 6. IN VICINITY OF UTILITY BOX AND IN VICINITY OF PIPE, PROVIDE TWO FEET OF SLACK COIL IN EACH WIRE. 7. ALL EXPOSED COPPER (TEST LEADS, BONDS, ETC.) SHALL BE FULLY INSULATED WITH A FLEXIBLE DIELECTRIC MATERIAL EQUIVALENT TO BITUMINOUS PIPE COATING. CEMENT MORTAR AND EPDXY ARE'NOT ACCEPTABLE. REMAINDER OF COATING TO BE PLACED OVER THE BITUMINOUS PIPE COATING SHALL BE SAME AS ON ADJACENT PIPE SECTIONS. 8. ALL CABLE DIMENSIONS ARE AWG (AMERICAN WIRE GAGE). 9. THE WIRES SHALL BE NO. 4. 10. ALL TEST LEADS AND BONDING CABLES SHILL BE COPPER AND SHALL BE INSULATED WITH HM WIRE 600 -VOLT CLASS INSULATION WITH MOISTURE AND ROT RESISTANT CHARACTERISTICS EQUIVALENT TO PVC, PE OR NEOPRENE. 11. TEST LEADS AND BURIED CABLES SHALL NOT BE SPLICED. 12. EACH TERMINAL IN TEST BOARD SHALL BE IDENTIFIED ON THE TERMINAL STRIP BY PERMANENT MARKING. 13. A ZINC RIBBON SPIRAL OF 20' LINEAL LENGTH SHALL BE INSTALLED IN A LIRCULAR PATTERN AROUND ALL ETS LOCATED IN AREAS WHERE THE PIPELINE RUNS PARALLEL TO HIGH VOLTAGE AC TRANSMISSION LINES, AT THE DISCRETION OF THE ENGINEER. 14. A MARKER POST SHALL BE ERECTED FOR EACH ETS LOCATED BELOW GROUND IN A UTILITY BOX IN AN UNIMPROVED AREA. LOCATION SHALL BE AS DIRECTED BY ENGINEER. MARKER POST SHALL BE A 4 -IN. DIA. STEEL PIPE PROJECTING 4 FT ABOVE GRADE AND BURIED 2 FT IN GROUND WITH BURIED PORTION ENCASED IN CONCRETE. PIPE SHALL BE FILLED AND CAPPED WITH CONCRETE. 15. ALL BURIED ETS SHALL BE ENCLOSED IN AN UTILITY BOX WHICH SHALL BE MIN. 8 -IN. DIA. CAST IRON OR CONCRETE WITH CAST IRON COVER. 16. ALL UTILITY BOXES SHALL BE LOCATED AT THE STATIONS SHOWN ON THE PLANS. THEY SHALL BE PLACED IN AREAS OF MINIMUM TRAFFIC HAZARD AS DIRECTED BY THE ENGINEER, SUCH AS IN PARKWAYS, SHOULDERS, OR BEHIND CURBS. IN SECURE AREAS SUCH AS IN VAULTS, BUILDINGS, OR FENCED YARDS, THE ETS MAY BE FLANGE MOUNTED, WALL MOUNTED, OR POLE 14OUNTED AS DIRECTED BY THE ENGINEER. 17. FEMALE BANANA PLUGS SHALL BE USED ON ALL TERMINAL TEST BOARDS WHERE AC OR DC. VOLTAGES ARE AN ELECTROCUTION HAZARD EG FAULT CURRENTS OR INDUCED AC FROM PARALLELING AC TRANSMISSION LINES (RLB NOTE SEE ATTACHED LITERATURE ON ZAP CARD). 18. WHERE THERE IS NO ELECTROCUTION HAZARD ONLY MALE TERMINALS SHALL BE USED (RLB NOTE: SEE ATTACHED ZAP CARD STATION). SAN DIEGUITO WATER DISTRICT SHEET DATE 36 INCH TRANSMISSION PIPELINE PROJECT 34 CATHODIC PROTECTION DETAILS DATE OF 3'8 SHEETS 8 U TI L/ T Y I r- I BOX 1 �Irj(� r TEST BOARD, SEE SPECS. AND NOTES 22 AND 23 ,T_JIIII�T,I,a ° Iliiil STD. DWG. C -246 REDWOOD BLOCKS (�II1�— 3 " PVC 3 LONG I �4 AWG �A-W4 {� ---'" 14AWG 1`4 AWG ' AWG I III SLACK LOOPS (TYP. ) r of'y BEST BOARD (MOON ON FLAK'_ jI�IF INSULATING FLANGE IS IN II VAULT, OTHERWISE MOUNT IN UTILITY BOX) SEE SPECS. '*4 AWG .I / / -1— *4 AWG -44 AWG / \ 'I �`4 AWG ,. % SLACK LOOPS ( TYP. ) 6 "A41 N. 6" M/ N. INSULATING FLANGE � NOTES FOR COATING SEE DETAIL DASHED LINES INDICATE ALTER- NATE CONFIGURATION. FOUR—WIRE, ELECTROLYSIS TEST STATION ACROSS INSULATING FLANGE REV I DATE BY DESCRIPTION SCALE: DESIGNED NO SCALE DRAWN CHECKED "OA G NOTE: THIS DETAIL APPLIES TO ALL PIPE WITH BONDED JOINTS (TYPICAL WATER WORKS PIPEL I NE) FOUR— WIRE ELECTROLYSIS TEST STATION FOR GENERAL POTENTIAL AND STRAY CURRENT MEASUREMENTS FORM OPENING BLACK FIBERBOARD LID PLYWOOD FORM 2 "M /N. 3�i1/ /N. -- FILL W/ COAL TAR ENAMEL AND WRAP WITH PVC AS PER SPEC. F/ELDAPPLIED COATING SHEETMETAL, FLANGE COATING QETAlL I TEST BOARD, SEE SPECS. AND NOTES 22 AND 23 X11 STD. DWG. C-246 III III BONDING CABLE FROM }}I FORE/ GN P /PEL /NE I 1 II BONDING CABLE III I FROM CARRIER PIPELINE CARRIER PIPELINE METALLIC FOREIGN PIPELINE NOTES 1. THE MINIMUM LENGTH OF BONDING CABLES SHALL BE USED BETWEEN THE CARRIER AND FOREIGN PIPELINE. 2. THE COPPER CORE OF ALL BONDING CABLES SHALL BE A MULTISTRAND CORE WITH HMW /PE INSULATION. 3. THE BONDING CABLES FROM THE CARRIER PIPELINE AND FOREIGN PIPELINE SHALL NOT BE CONNECTED TO THE TEST BOARD, BUT TERMINATED IN THE UTILITY BOX AND THE EXPOSED ENDS TAPED. 4. FOREIGN PIPELINE OWNER SHALL DO ALL HOT WORK, BRAZING OR THERMITE WELDI14G ON THE FOREIGN LINE. SIX — WIRE ELECTROLYSIS TEST STATION FOR PARALLELING FOREIGN PIPELINE , _ - ALLOW 18 '0 SL ACK — IN WIRE .UTILITY BOX 4 STRANDED HMW /PE WIRE TYPE "A" INSULATING COUPLING Suomi T ED APP OV V ' 28041 JAMES 111. MONTGOMERY R J CT N IN DATE DI GA. RECOMMENDED CONSULTING ENGINEERS INC, A PROVED }�We.* . 23129 G SJuOZ JAMS hL RY R. C. E DATE 2253 AVENM DE LA PLAYA, LA JOLLA, CALIFOIMaA 92037 CONSULTING ENGINEERS, INC. RECORD DRAWING ; These record drawings have been prepared based on Information provicled by others:. The Engineer has not verified. the accuracy of such Information and shall not be 7esp- . onsible for any errors or urnissions which may be Incorporated herein as a result. U T/L I TY Box----- REDWOOD BLOCKS � '�4 AWG �4 AWG II `*4 AWG - 3 PVC, 3 I LONG — SLACK LOOPS (TYP. ) TEST BOARD, SEE SPECS. III III BONDING CABLE III FROM CARRIER PIPELINE BONDING CABLE FROM III FOREIGN PIPELINE I.. 1 \ METALLIC 6„ \ FOREIGN PIPELINE 1-..,0 6��M /N.-� \ qi _ I P CARRIER PEL NE 200 RECORD ACTUAL DISTANCE ON AS -BUILT DRAWINGS NOTES 1. THE MINIMUM LENGTH OF BONDING CABLES SHALL BE USED BETWEEN THE CARRIER AND FOREIGN PIPELINE. 2. THE COPPER CORE OF ALL BONDING CABLES SHALL BE A MULTISTRAND CORE WITH HMW /PE INSULATION. 3. THE BONDING CABLES FROM THE CARRIER PIPELINE AND FOREIGN PIPELINE SHALL NOT BE CONNECTED TO THE TEST BOARD, BUT TERMINATED IN THE UTILITY BOX AND THE EXPOSED ENDS TAPED. 4. FOREIGN PIPELINE OWNER SHALL DO ALL HOT WORK, BRAZING OR THERMITE WELDING ON THE FOREIGN LINE. S. NUMBER OF WIRES WILL VARY IF ADDITIONAL FOREIGN STRUCTURES ARE AT SAME GENERAL LOCATION, THEN TWO WIRES PER FOREIGN STRUCTURE WILL BE RUN FRON THE ADDITIONAL STRUCTURE INTO THE TEST BOX. SIX — WIRE ELECTROLYSIS TEST STATION D FOR CROSSING FOREIGN PIPELINE 1. FOR LOCATION AND TYPE OF ELECTROLYSIS TEST STATION (ETS) SEE PLANS. 2. ALL TEST CONNECTIONS ON BURIED STEEL PIPE TO BE MADE AT EXPOSED FIELD JOINTS. WHERE TEST CONNECTIONS ARE SHOWN 1" APART, THE CONNECTIONS ARE TO BE MADE ON THE SAME SIDE OF THE JOINT. IF CONNECTIONS CANNOT BE MADE EASILY 6" APART LONGITUDINALLY, THEY MAY BE SEPARATED CIRCUM- FERENTIALLY INSTEAD. 3. ALL TEST CABLE CONNECTIONS ON STEEL PIPE TO BE MADE BY THERMITE WELDING OR BRAZING. 4. ALL WELDED OR BRAZED CABLE CONNECTIONS TO BE INSULATED WITH FLEXIBLE DIELECTRIC MATERIAL EQUIVALENT TO BITUMINOUS PIPE COATING. 5. NO WELDING WILL BE PERMITTED ON PRESTRESSED WIRES ON STEEL CYLINDER CONCRETE PIPE. 6. IN VICINITY OF UTILITY BOX AND IN VICINITY OF PIPE, PROVIDE TWO FEET OF SLACK COIL IN EACH WIRE. 7. ALL EXPOSED COPPER (TEST LEADS, BONDS, ETC.) SHALL BE FULLY INSULATED WITH A FLEXIBLE DIELECTRIC MATERIAL EQUIVALENT TO BITUMINOUS PIPE COATING. CEMENT MORTAR AND EPDXY ARE'NOT ACCEPTABLE. REMAINDER OF COATING TO BE PLACED OVER THE BITUMINOUS PIPE COATING SHALL BE SAME AS ON ADJACENT PIPE SECTIONS. 8. ALL CABLE DIMENSIONS ARE AWG (AMERICAN WIRE GAGE). 9. THE WIRES SHALL BE NO. 4. 10. ALL TEST LEADS AND BONDING CABLES SHILL BE COPPER AND SHALL BE INSULATED WITH HM WIRE 600 -VOLT CLASS INSULATION WITH MOISTURE AND ROT RESISTANT CHARACTERISTICS EQUIVALENT TO PVC, PE OR NEOPRENE. 11. TEST LEADS AND BURIED CABLES SHALL NOT BE SPLICED. 12. EACH TERMINAL IN TEST BOARD SHALL BE IDENTIFIED ON THE TERMINAL STRIP BY PERMANENT MARKING. 13. A ZINC RIBBON SPIRAL OF 20' LINEAL LENGTH SHALL BE INSTALLED IN A LIRCULAR PATTERN AROUND ALL ETS LOCATED IN AREAS WHERE THE PIPELINE RUNS PARALLEL TO HIGH VOLTAGE AC TRANSMISSION LINES, AT THE DISCRETION OF THE ENGINEER. 14. A MARKER POST SHALL BE ERECTED FOR EACH ETS LOCATED BELOW GROUND IN A UTILITY BOX IN AN UNIMPROVED AREA. LOCATION SHALL BE AS DIRECTED BY ENGINEER. MARKER POST SHALL BE A 4 -IN. DIA. STEEL PIPE PROJECTING 4 FT ABOVE GRADE AND BURIED 2 FT IN GROUND WITH BURIED PORTION ENCASED IN CONCRETE. PIPE SHALL BE FILLED AND CAPPED WITH CONCRETE. 15. ALL BURIED ETS SHALL BE ENCLOSED IN AN UTILITY BOX WHICH SHALL BE MIN. 8 -IN. DIA. CAST IRON OR CONCRETE WITH CAST IRON COVER. 16. ALL UTILITY BOXES SHALL BE LOCATED AT THE STATIONS SHOWN ON THE PLANS. THEY SHALL BE PLACED IN AREAS OF MINIMUM TRAFFIC HAZARD AS DIRECTED BY THE ENGINEER, SUCH AS IN PARKWAYS, SHOULDERS, OR BEHIND CURBS. IN SECURE AREAS SUCH AS IN VAULTS, BUILDINGS, OR FENCED YARDS, THE ETS MAY BE FLANGE MOUNTED, WALL MOUNTED, OR POLE 14OUNTED AS DIRECTED BY THE ENGINEER. 17. FEMALE BANANA PLUGS SHALL BE USED ON ALL TERMINAL TEST BOARDS WHERE AC OR DC. VOLTAGES ARE AN ELECTROCUTION HAZARD EG FAULT CURRENTS OR INDUCED AC FROM PARALLELING AC TRANSMISSION LINES (RLB NOTE SEE ATTACHED LITERATURE ON ZAP CARD). 18. WHERE THERE IS NO ELECTROCUTION HAZARD ONLY MALE TERMINALS SHALL BE USED (RLB NOTE: SEE ATTACHED ZAP CARD STATION). SAN DIEGUITO WATER DISTRICT SHEET DATE 36 INCH TRANSMISSION PIPELINE PROJECT 34 CATHODIC PROTECTION DETAILS DATE OF 3'8 SHEETS 8 U U W J_ LL 0 z m 0 / 36''1"'1I'EL_ 1NE 'I H TE VAULT HE TER / 5¢„ 54 P /PE UlV E 30,1 / I 3 7z-- L VE Vi9C/L? PULL .box �j 1112 "C -3 #10, Z�C #I¢SHLD. (/0 2 "x /7�¢') EX /5 T, TEL EH. C198. EX15T. /ICC EX /ST. VAULT EXIST. LTG. i9gAJEL 'O EX /5T. PU1`1F.5TigT /ON '400 AJEW &LEC. OFE,eA %OR ro _6'FLy 4? PLOT PLAN VaLVE. 29 CALF 1 "= SD' 5E9V /CE 480V 30,.3 W, 3000A, 3�, 3W, QU5 SAN DIEGO 6FL5 � ELEC. K WH b ZOGOA ZOOOA BL15 20001q S05 q /0 )16WIq )IOOOA ) 600A )1000A )10Wq ) )J5f1 / 15f1 120A C.L. C.L. C.L. C.L. r, L.. ' n n I SINGLE LINE DIAGRAM 9 SCALE: DESIGNEE: AS /YD�D DRAWN -L CHECKED REV DATE BY DESCRIPTION J -BOX - EX 15T. TELEM C/iB.- J -Box 8�1g' FROM EX16T. VALVE VAULT ---1-- – (5EE PLOT PLAA 1 TO /METER � VAULT VALVE SEE PLOT PLAN fIBOVE> EX /5r. MCC � �1t -3 #/0 LB `3�4-'G - 3 #/Z FITTING O Q 0 iLB F/TTIA16 IDENTOL/NE TAPE � \V\ 1/ 4^91 2¢" 6u � �2'COND. y' EX 15T. J'COW 5¢" WATER PIPE TRENCH SECTION 3 A/ TS EX /ST. LTG PANEL /2 SYMBOLS e BUS ❑ 1 ❑ 2 ❑ 3 N BEHIND A N [y) CONDUIT BENDS AWAY FROM OBSERVER --O CONDUIT BENDS TOWARD OBSERVER VA's FLEXIBLE UQUID -TIGHT CONDUIT CONNECTION OCEILING LRJ INCANDESCENT 441'9P FIXTURE. 0, V 2 W /EXPOSED BOX > CONDU IT 9-U - -- MOTOR OPERATED VALVE —0 0— 1'10LDED C4SE CIRCUIT BREAKER, 15A 15A119P, 3 - POLE INDEX To NoTE 1. ISEE NOTE 1' JO °B HL]7 JUNCTION BOX OR FITTINGS SINGLE LINE DIAGRAM 9 SCALE: DESIGNEE: AS /YD�D DRAWN -L CHECKED REV DATE BY DESCRIPTION J -BOX - EX 15T. TELEM C/iB.- J -Box 8�1g' FROM EX16T. VALVE VAULT ---1-- – (5EE PLOT PLAA 1 TO /METER � VAULT VALVE SEE PLOT PLAN fIBOVE> EX /5r. MCC � �1t -3 #/0 LB `3�4-'G - 3 #/Z FITTING O Q 0 iLB F/TTIA16 IDENTOL/NE TAPE � \V\ 1/ 4^91 2¢" 6u � �2'COND. y' EX 15T. J'COW 5¢" WATER PIPE TRENCH SECTION 3 A/ TS EX /ST. LTG PANEL /2 SYMBOLS FROM PULL-BOX SEE PLOT PLAN CR0U5E - H /AIDS S/i 6AAIG,50X W/ WE1g7-HERP OOF 5 1NGL.E POLE 5W g80 V 3014q , UNFv.SEG I0 15C. SW. 5HP. MAX. WE/I THE'/;�'PreCOOF EXISTING PUMP STATION NTS SECTION N CIT e BUS ❑ 1 ❑ 2 ❑ 3 EXPOSED CONDUIT BEHIND CONDUIT RUN UNDERGROUND OR /N CONCRETE CONDUIT BENDS AWAY FROM OBSERVER --O CONDUIT BENDS TOWARD OBSERVER VA's FLEXIBLE UQUID -TIGHT CONDUIT CONNECTION OCEILING LRJ INCANDESCENT 441'9P FIXTURE. 0, V 2 W /EXPOSED BOX > CONDU IT 9-U - -- MOTOR OPERATED VALVE —0 0— 1'10LDED C4SE CIRCUIT BREAKER, 15A 15A119P, 3 - POLE INDEX To NoTE 1. ISEE NOTE 1' JO °B HL]7 JUNCTION BOX OR FITTINGS Q UNIT T 5WIMN MOTOR CONTROL CENTER Sa 0 SINGLE POLE SWITCH 'a' INDICATES pUJ yp J OUTLET 70 SE CONTROLLED. FROM PULL-BOX SEE PLOT PLAN CR0U5E - H /AIDS S/i 6AAIG,50X W/ WE1g7-HERP OOF 5 1NGL.E POLE 5W g80 V 3014q , UNFv.SEG I0 15C. SW. 5HP. MAX. WE/I THE'/;�'PreCOOF EXISTING PUMP STATION NTS SECTION N CIT e HINGE (TYP.� ❑ 1 ❑ 2 ❑ 3 ❑ 4 BEHIND II MO V VA's �D CR_ LRJ �R� V 2 06 - -- R °B HL]7 ®r,-- 0 /-I/I /N BREAKERS pUJ yp J pUMP 2 PUMP 3 � 3K VA XFMR. Z 48011W V J a /50 W, /ZO `/ INCI INID. CE / L /N6 M TD. WIGLOSE AND GUARD. FULLY ENCL. AND GA5KETED. CROU5E- AWQ5 VXHF12610 OR EQUAL. 1 "FLEX. L-/Q. T 16H7- COMD L W14#1?- TO L //`/ SIN. TER/'9. 1 / /Z'�FLEX L /Q. T /GHT COND. W13 # /O, g #1Z TO 110 V TERM, Co LON V) t RECORD DRAWING 7�I, 2 i/ # ' These record drawings have been pri 1�ZC- 'JOB / # based on information provided by other Engineer has not verified the accurr such' Information and sr,all not be FRO/ -1 PUL LBOX onsible for any errors or omissions wnicn J ,iv /VC/irr may be Incorporated herein as a result. (271C' L� 41010'1 PULL -BOX 5EE PLOT PLA/t/ EXISTING MCC - ELEVATION . • U VALVE VAULT . "`� �. �� J. METER VAULT NTS SCALE 3 " ' REE 7345 S U B M I D A PP V �g SAN DIEGUITO WATER DISTRICT S H E ET T !t' C� ROJ CT ENGINEER R.BC.E.INO. D � --&I? JAMES M. MONTGOMERY D MGR. DATE 36 INCH TRANSMISSION PIPELINE PROJECT : RECOMMENDED A PROVED ELECTRICAL PLANS CONSULTING ENGINEERS, INC. I ff %'j?O ee,� 23129 6, JAMES M. MONTGOMERY R. C. E. NO. DATE DIAGRAM ec MISC. DETAILS ($CH. 1:1) CONSULTING ENGINEERS, INC. 2'255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 D A T E . 1 OF 38 SHEETS NO TES i THE CONTRACTOR SHALL VER /FY EXACT LOCATIONS OF TERI" /INAL 8"ES AND CONDU IT ENTRANCES OF ALL EQUIPMENT 4GAJNST SHOP DRAW INGS BEFORE STUBS /NG UP CLIVMITS. 2. CONNECT /ON BETGVEE,N R/G/D colw J/T AND MOTOR TER111AhgL f30X SHALL BE L IQUID TIGHT. i 5 EXPOSED FLEXIBLE CONNECTION SHALL BE FLEX. L/Q• T /GHT CONDUIT WITH APPRCwED GROUND /NG TYPE FITTINGS AND SHALL NOT EXCEED .30ll IN LENGTH FOR 2'l SIZE e,� LARGER. MAX. OP /6// FOR SIZES /02a AND SMALLER 4 CONDU /T STUB UPS SIV4LL A107 SE 1`901?E THAN 611 FROM CENTER LINES OF TERMINAL gariffS. S CU1/DU /TS TERM /V14MIG AT MOTOR CONTROL C&VTER, CMMOL CAB /NETS ETC, SHALL 8C EQUIPPED W/TH A GRGY/ND //VG BUSH /NG 'OZI TYPE 1613' A/VD GROUNDED AS A 541VK WITH NQ 6 GROUND WIRE. 6• IN CASE OF INTERFERENCE BETWEEN ELECTR /O9 L EQU/P/'9ENT SHOWN ON THE DRAW /NGS AND OTHER EQUP/'9ENT, THE COWTRACTOR SHALL NOTIFY THE ENGINEER IN WRIT / IG AND THE ENGINEER SHALL RE!/ /EW THE PROPOSED CHANGES BEFORE THEY ARE 1 /ADE. 7 ALL OUTDOOR 49E11ICES , SHMLL BE WEATHERPROOF. 8, CONTRACTOR SHALL !/ /S /T rw PRY ✓ECT S/TE AND FA/`9/L 1AR- IZE 11111SELF W/EX/Sr/NG CONDITIONS BEFORE HE SZ15111TS HIS BID PROPOSAL.. 0 LIGHT LINES /ND/CATE EXIST /NG EQUIPMENT OR ELECTRICAL CONNECTIONS; HEAVY LINES INDICATE NEW. 10 DISCONNECT SW1TCf / TO MOTOR OPERATED 11141-/E (ND i CONNECTION TO VALVE LIMIT SWITCHES ) SHALL BE IA15MLLED IN THE SAME MANNER AS SHOWN /N SECT /ON VERIFY EXACT LOC.9T/O/V OF E�X/ /PMENT /N FIELD. 11 UTILIZE EXIST'G 2 =15,9, 3-,POLE SPARE CIRCUIT BREAKERS FOR MO VS. 12 PROVIDE 2 -154� 1-POLE BREAKER AT EXIST /NG LIGHT /NG PANEL FOR C /RCU /T NOS. 17 � IR. I II TOP OF r—I GRADE 2¢'� _j L8 FITTING E TO 77-7 77 18 FY -1 FLOW xr7T 31¢1C0ND. / / —� SECTION 2 U W NO. J 1. O D5 O D 3 m 4 O 5. SEE NOTE 1 ❑ O Z m 0 t. 0 0 ,5EE NOTE Z ■ 0 PANEL N0. I MAIN CONTROL BOARD RED IND/CgTOf' GRN INDICATOR OPEN CLOSE NAMEPLATE SCHEDULE NO. /N5CR1PT /ON 1. O D5 O D 3 ❑ ❑ 4 5ANTE FE VALVE NO2 5. SEE NOTE 1 ❑ 36" LINE F -LOVVI METER NO. Z I-= ❑ ❑ ❑ a a t p I pZ� O • p3 L74• ❑ ❑ 110 ❑ ❑ ❑ ❑ PANEL N0. I MAIN CONTROL BOARD RED IND/CgTOf' GRN INDICATOR OPEN CLOSE NAMEPLATE SCHEDULE NO. /N5CR1PT /ON 1. SAN DIEGUI TO VALVE N0.1 Z. SAN DIEGUITO VALVE N0.0 3 5ANTE FE VALVE NO.1 4 5ANTE FE VALVE NO2 5. SAN DIEGO /TO /RR/GATON DISTRICT/ 36" LINE F -LOVVI METER NO. Z DESCRIPTION . SCALE: �� DESIGNE 22 DRAWN �i/ CHECKE alt P.B. CLOSE BLK 5W/TCH OPEN RED TYPICAL VALVE CONTROL DETAIL NTS TELEMETRY MAITACT -< 7407.1 FROI"1 WTP PUMP 5TAT /ON TELEMETRY CAS /NET (E415T.) EXl5T. TELEPHONE LINE LPU LPU I� I I VALVE � L ILIP lI T SWITCHE5 r I _ J SIGNAL SELEGTO� I IFY � r I I _ a a I FY FY FI FT FT I I 1f! 18 22 I" lGD SAN DIEGUI JU I) I II VALVE ILIINIT I5YVI7CHE5 I I � _ I NEW ELECTRIC OPERATOR 02 HS OP -CL 1 CL_ OP EJ( /ST. RESCALE F"Q l OP-CL Ff Orl TO I77ETER STRUCTURE WTP S.D. 1. D. I`9E7E7f NO. 1 EX /5T. 30 VALVE SAN DIEGUITO RESERVOIR BADGER WTP PUMP STATION MAIN CONTROL BOARD X/ I X2 mmx - 0 NOTES: TYPICAL VALVE SCHEMATIC 1. EXISTING 5ANTE FE Q7/V7TTOL VALVE 5VYITCHE5 AND INDICATORS; RELOCATE AT RIGHT 45 5HOMI. INSTALL NEW SAN DIEGUITO SWITCHE5 AND /NDIC4701?5 /N VACATED CUTOUTS. 2, RE5CALE AND REG91-1,6RATE FOR NEW 36'1 LINE FLOW SIGNAL. 3, DARK L/NE5 INDICATE NEW Oj' I70D /F/ED 1N5TRUI`7E1VT5 AND NEW NAI1EPLATE5, LIGHT LINES ARE EX15TING. SUBMIT D _ _ APPRCWfD 28041 1l C7, PROJECT NGINEER R.C.E N0. DATE JAMES M. MONTGOMERY.. DIS MG RECOMMENDED CONSULTING ENGINEERS, INC.. AP ROVED �� /�{��:��. aa�t� 23�2s - G zr �� JAMES M. MONTGOMERY R. C. E. NO. D A T E 2255 AVENIDA DE LA PLAYA, LA JOLLA.. CALIFORNIA 92037 CONSULTING ENGINEERS, INC. _ WA SHUT -OFF VALVES (7YR OF 6) 3 VALVE MA N /FOLD (T. YPJ - 7PA,055 VALVE ) DIFF. PRE.551FG0W DIFF. PRE_-S1fLOW DOFF. /°RF_55 /FLO KI X/`9TR. XI''ITR. GAGE DETAIL 'A' RECORD DRAWING These record drawings have been prepared based on Information t : nvided by others. The Engineer has not ve6lied the accuracy -of � such 'information and shall not be resp- onsible for any errors or omissions which , Tr !� may be incorporated herein as a result. Z o 1,: �& (� REE 745 Ell �2 DATE DATE SAN DIEGUITO WATER "DISTRICT SHE ET 36 INCH TRANSMISSION PIPELINE PROJECT TELEMETRY DIAGRAM 36 MAIN CONTROL BOARD AND MISC. DETAILS (SCH. Ll) OF 38 SHEETS 1� R i, I 1 t E i NOTES: R/W EL CAMINO DEL NORTE 12 BOLT FLGxRT ADAPTER 36' CL -T-60 A.0 OR ST. CL 200. 1983 C - - --- A'6' DEEP --- —' 121 ABANDONED WER 4' 8' 90 FLG x PUSH-0N 8' C-900 CL - 200 520-20 R.C- S — — — WITH RESTRAINT al a J'A :3'11'1 8' CM- 3'3' 20, t' A.V a, CEMENT 7 3' COATED SPOOL CL 350 -01 UNION C -153 20' V-1 8 UTX -FLG P 121 R.0 8' 0-900 8' 90� ELB011 'DEE 1' A.V EDGE OF PROP �2 13' BOA t3' " R/W �3• TRANSITION 313' 3'3 COUPLING 2'5' ■/RESTRAINT 3' V -2 N 8 50' a i C O � N 36" Q a v' 0 25'25' 8" A.0 CL -150 520 -20 W.0 98 -10 AV 1' COPI SEEN 17 111 - AV 1" COPI SEEN 11 4 V -3 B" CLOSED SEEN 1 1 4- 8" RT OPEN 21 �_ PV-2 OPEN 21 1- 318 -1701 DA C SIZE TYPE POS1T1 0 OPEN 5 -4-9e 1 SANTA FE IRRIGATION 01 INTERCONECTION WITH S.F.1.0 WO S.D.W.D _ Y ST 7 +83.66 OFFSET: 5.00 R NEW SEWER MANHOLE PE SDRSD S -17 EX ERIOR COATED PER SPEC REMOVE EXIST 10" SEWER EXIST SEWER MH TO BE ABANDONED AND REMOVED CONNECT NEW 15" PVCi TO EXIST 15" VCP WITH FLEX ADAPTER COUPLING HALL HAVE BOLTED E LABELED "CITY OF L'_ r , J( s�z tic �r Q biz T 7 SEE NOTE 6— 2 ' Q) v� Cat / o � o � �(� >�` -STA: 8 +24,75 OFFSET: 29.50 R HORIZONTAL 4.ND VERTICAL BENT. -) 6° BLOWOFF PER CSDSD W -9 (250 PSI) STA: 8 +05.76 OFFSET: 10.5'i R PLAN iv°_301 \�'UF co 1 NS AN 2 DEC EXIST SEWER MH TO BE ABANDONED STA: 10 +49.97 / OFFSET: 5.00 R--/ NEW SEWER MANHOLE PER SDRSD S -17 EXTERIOR COATED PER SPEC STA: 10 +44.59 OFFSET: 29.50 R HORIZONTAL AND VERTICAL BEND 2 /�v A�' o IN 0� /I App U a U SEE NOTE 6 tC- 4 PIPE PEN i ABUTME SEE DET ST OF HC VET STA: 11 +31.44: OFFSET: 16.08 Rt CONNECT NEW 10" PVC TO EXIST 10" VCP, BEARING N74 042'49 "Wt WITH FLEX ADAPTER COUPLING - PRELIMINARY NOT FOR CONSTR! 36 --INCH STEEL. PF FABRICATION