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1982-110-WO
3. "P I r1l VL "vp, r ran wi A.4 0CA.L7.1.FQ 7L�,,.NIA 1F�JF, 17LA� NA �'�'J+"�T�7C��LJ�C7�J`�J+N 030 '60.14 A h. BOARD OF DIRECTORS, DIV. I FBi. W E S T O N DI V. 2 — DIV. 3 — R.E. WEIDNER L. DASH I ELL DIV. 4 — CYNTHIA TOWNSEND DIV. 5 — RALPH STONE V00]L1UM[F l[][ ]D1R:A`J�'INGS 01 ':' vio) JA1V1[ES M. MONTOGOM]ERX, C4NSiJ1LT][NG I ][NBC. RECORD DRAWING These record drawings have been oreplIlld based on information provided by o'fiers. Tho Engineer has not verified the accuracy such information and shall not be resp- onsible for any errors or omissions which may be incorporated herein as a result. LIST OF DRAW! NGS S fTATt i/ e'�•'t �� �•: ^; k• '►.'':..G ;A� ftbwiw �' ,. L , ►' , ' �: ^"'^"'+ s 1 TITLE SHEET own SPA." G -1 VICINITY AND LOCATION MAPS, `rf�j•N ` LIST OF DRAWINGS AND GENERAL CONSTRUCTION NOTES t' 16 oft si Otem de 1 PIPELINE PLAN AND PROFILE STA. 0 +88 TO STA. 7 +00 (VULCAN AVE.) cwhbw itp:w.IlwA 9ormulm wtal�r1M111MEi ,' . 2 PIPELINE PLAN AND PROFILE STA. 1 +00 TO STA. 8 +25 V Dt STREET) AND tq"w WANKET PIPELINE CONNECTION �^ N 3 PIPELINE PLAN AND PROFILE STA. 1+00 TO STA. 8+00 (1ST. STREET) IrreMk ins• k �..w,b... S6 s.ww sMINA.A/ (IONA& Si i RIt �.. � �'� Ot�att ss v 1.,. 4 PIPELINE PLAN AND PROFILE M. 8+00 TO STA. 20 +30 (1ST. STREET) s.ti R.lt� 5 PIPELINE PLAN AND PROFILE STA. 0+63 TO STA. 13 +23 (UNION STREET) so r s5 fdrawMd �' �'A 6 PIPELINE PLAN AND PROFILE STA. 1 +00 TO SM. 12 +69 (CAUDOR STrME'T) PROJECT Id Me VICINITY S11 >. R «00 . 7 19T. STREET TO VULCAN STREET, UNION STREET AND SANTA FE DRIVE n CONNECTIONS se ° We S ` �tcMN! ems^. 8 DLr"1'ATLS . , �► LMEE h.1• X11... CM.TI.w fF1M s'~', TYPICAL DETAILS L* Iva VICINITY 120 9 .6 1 - 10 a 111195mr-M &ATT SCALE IN MILES 0,110�E�° 3 r.S ': C.uoD. •o K *w+REr I U £ _y` • 1>m 5T i' i aEf t Go if L Y :`,��,iE° � �s 'f Ro.,.IR €� 12 S o DOER PMTN Z Pnf CRO j 13 S �r t I" OLIN" a WANK T 9002 v � o U TANK ,SOaeivpt 1//�` \+, - _ W o V 1 �d IL_51fRR _ 15tH A f�D e Cpl T Z ' < s rD g s a° � 1 �I 3 fl lbselrt �� J1S�p o gt � •' gi z \ � o E. TRE.D c s, o S E � '^v_ T 9 a ss .a e.rlTrwt ,: • -' w T. d11r�Ea �`:.b. l o �E IAR '' � I 1TS J� � :\ • ..� A.' _ `�•IATA !l LEOCATNA k° BLVD " ' -.L � ��l _ <`� r. tMp ST...,i 9�y�P 11RMtI3 Navin .s�t� <!T • d .T._ -�___ v 145 �{, tamrr v mr a !00 ' r, I •'E Q • eta�0. E+Mecr' . lug GP'RNS S �,` p0 r -Al n. ' - e °r:F - MRK('HE` T \ t <• O V OIMn eoTrtnlc•^ ��� �: `E 4='m�it 1 ip `S SP KoRt O.rtoEros - ..aa+++ :` S I � Da a ' T -�` RItn1MYREt ET Ns �r T X, r 5 I� A ��•� �ITE..ERRi ST g. T ynElra __•� 3� V- SEE SHT.7 1: yayi 8l _ t f'lt bl 1 S VRnrt eel l!f llA R" a + : .• ml < - TREAW �' E f�s o < °tl Rs VIEW FNC /N� /a5 O Ol „LUI'c "SANTA s. st � 900 BPS ROBEIESTflI 8 .R. m :R.` U LOCATION MAP 1 SCALE IN MILES Ma IN , frT •j.. o.. DR I ✓� w/TGA” ! % PLAP 1 p ,� t11�MAS 9LVD R C f5£ f A C• ' All m ♦ ; c .. vo fi RxN.00D fE $ $ N.iPl11�11 D: L n C e n " $ Z t00 D a Sl - N cNE�L j Sl 57 F �t ST Ulq ST< _ µ 1ST i _ 1 ST N < _ a R �s° r t01 rl1ivm R Dk !r. rEV\ PROJECT LOCATIONS SEE SHT.7 1: yayi 8l _ t f'lt bl 1 S VRnrt eel l!f llA R" a + : .• ml < - TREAW �' E f�s o < °tl Rs VIEW FNC /N� /a5 O Ol „LUI'c "SANTA s. st � 900 BPS ROBEIESTflI 8 .R. m :R.` U LOCATION MAP 1 SCALE IN MILES Ma IN , frT •j.. o.. DR I ✓� w/TGA” ! % PLAP 1 p ,� t11�MAS 9LVD R C f5£ f A C• ' All m ♦ ; c .. vo fi RxN.00D fE $ $ N.iPl11�11 D: :OET,ET UR ,lRSrieREr`� n ir " $ ' :CAfiDRF pR - N fl•R%1S DpF. K h� Ulq _ on i _ o a OV t01 rl1ivm Dk GENERAL CONSYDINUCTION NOTES 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH SAN DIEGUITO WATER DISTRICT SPECIFICATIONS AND DRAWINGS, EXCEPT WHERE MODIFIED ON THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. 2. CONTRACTOR SHALL REPLACE ALL PAVEMENT AND BERMS DAMAGED DURING CONSTRUCTION, IN KIND. 3. CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL PROPERTY IMPROVEMENTS, INCLUDING FENCES, TREES, SHRUBS, IRRIGATION PIPING, AND LANDSCAPING DAMAGED DURING CONSTRUCTION. 4. THE DEGREE OF ACCURACY OF HORIZONTAL. MEASUREMEN2 SHALL BE + 0.1 FEET, AS MEASURED BETWEEN COORDINATES. S. ALL FITTINGS AND VALVES, 4" AND ABOVE, SHALL BE $LOGGED AS SHOWN IN DETAIL "E" SHEET 9 . 6. ALL WATER SERVICE REPLACEMENT REQUIRED SHALL BE 1" COPPER, MEASURED BETWEEN THE NEW MAIN AND THE METER BOX, INSTALLED AS PER SAN DIEGUITO WATER DISTRICT STANDARD DRAWING NO. P-2 AND CONNECTED TO EXISTING METER STOP, EXCEPT AS INDICATED IN THE PROJECT SPECIFICATIONS. 7. LOCATIONS OF ALL UTILITY SERVICE LINES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND SHALL BE FIELD VERIFIED BY POTHOLING PRIOR TO CONSTRUCTION. 8. ALL NEW FIRE HYDRANT INSTALLATION BRANCH 'PEES SHALL BE FIELD LOCATED AND MARKED BY SURVEY AND VERIFIED BY POTHOLING. INSTALLATION AS PER S.D.W.D. STD. DWG. NO. P -1. 9. ALL WATER MAIN VALVES SHALL BE INSTALLED LEVEL WITH SHAFT AND OPERATING NUT VERTICAL AND SHALL HAVE JOINT CONNECTIONS TO CAST IRON FITTINGS AS SHOW?q. i E T yayi 10. PROJECT BENCH MARK DATA: SAN DIEGO COUNTY BM OC_173 LEUCADIA ON HIGHWAY INTERSTATE 5, TO LEUCADIA BLVD. (WOODLEY ROAD) BRIDGE 57554. MONUMENT SET IN CONCRETE SIDEWALK AT SOUTHEAST CORNER OF BRIDGE, SAN DIEGO COUNTY STANDARD DISK STAMPED O.C. - 173. 11. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING WORK. REPRESENTATIVES FROM APPROPRIATE UTILITIES SHALL BE NOTIFIED 48 HOURS PRIOR TO FIELD LOCATION. WATER: SAN DIEGUITO WATER DISTRICT 753 -1145 SEWER: LEUCADIA COUNTY WATER DISTRICT 753 -0155 ENCINITAS SANITARY DISTRICT 753 -6639 GAS AND ELECTRIC: S.D.G. &E. 235 -6323 SOUTH COUNTY GAS 496 -5712 TELEPHONE: PACIFIC TELEPHONE CO. 298 -0595 CABLE TV: TIMES MIRROR TV CABLE CO. 942 -8883 UNDERGROUND SERVICE ALERT 1- 800 - 422 -4133 12• ALL SALVAGED MATERIALS SHALL BE RETURNED TO S.D.W.D. 13. CONTRACTOR SHALL OBTAIN-ALL PERMITS AND PAY ALL FEES. 14. MINIMUM COVER OVER THE WATER MAIN SHALL BE 36 INCHES. 15. ALL 2' MANUAL AIR RELEASE ,'METER BOX INSTALLATIOM SHALL BE SET DIRECTLY OVER CENTER LINE OF WATER MAIN WITH CAST IRON TRAFFIC COVER. 16. CONTRACTOR SHALL VERIFY TILE LOCATIONS OP ALL CONNECTIONS TO EXISTING PIPE TO BE JOINED BY THE NEW PIPE, PRIOR TO COMMENCING WORK. t i RECORD DRAWING These record drawings Nave been preI51111 based on information provided by ..lers. The Engineer has not verified the . curacy of such information and shall 661 be resp- onsible for any errors or omissions which may be Incorporated herein as a result. 0 00 00 U U W J LL 0 z M 0 f ,r L /S� 1 __ T _ __ —� _ — — _ _ F�v�vs �.rM� P- SA40VE EXISTING ,SLOW 0F'F if SAl_V,,4 GE m Mw A N SCALE : 1" =50' ___ 3 7.L A A 7� M +DO X im 7 f-00. -71 t14 3ZZ,4 EX /-'ST. 6 "ACF" ,4SfaN�4LT T141CKAjSSS z 8" SCALE: DES IGI AS SHOWN DRAWP �i -8 ,ctoN eECoeb !�w'G CMEc REV I DATE I BY DESCRIPTION SAN DIEGUITO WATER DISTRICT REVENUE BOND ISSUE PROJECT NO. 8 PIPELINE PLAN AND PROFILE STA. 0+ 88 TO STA. 7+00 70 (1 00 �D i RECORD DRAWING Theae record drawings !,sve been prepdfsA based on information provided by ,era. The Engineer has not verified the ^curacy of such information and shall not be rdap- onsib% for any errors or dittissit7ns which may be incorporAted herein as a resuft. SHEET OF II SMEM I I I�I kP'ROJEC(T) I TED .c 2e041 ENGINEER R.0 .E. N0. DA E J M. MONTGOMERY JA M�j' 17 CONSULTING E GINEERS, INC. 2255 AWERM DE LA PLAYA, LA JOLLA, CALIhORMA 92037 APPROVED 0 D R CT MANIAGE AT MMENDED 23129 JAMES M. MONTGOMERY R. C. E. NO. D A T E CONSULTING ENGINEERS. INC. A- PPROVED DATE SAN DIEGUITO WATER DISTRICT REVENUE BOND ISSUE PROJECT NO. 8 PIPELINE PLAN AND PROFILE STA. 0+ 88 TO STA. 7+00 70 (1 00 �D i RECORD DRAWING Theae record drawings !,sve been prepdfsA based on information provided by ,era. The Engineer has not verified the ^curacy of such information and shall not be rdap- onsib% for any errors or dittissit7ns which may be incorporAted herein as a resuft. SHEET OF II SMEM I I I�I x _. ,. P C � Z4_:,... I. j I f f I i I �I - I I I i I _ MI %I �I II II i f L J { _ I a r 0 00 00 U U W J_ W d tYi 0 "f D -- -� 8 - - - -I =- -�- - _- _- _ +00 3RD ST, vI 321500 - - -- --- I F— - - -- - -- —�_1J — — -- ,��J°HALT HV-117 MOT n Overhead Lines ° I ( �TeI. Vaults HoKI z VEK T T 3 V ,4 SMH Rl n = 70.0 AS "- HA LT //-? V. 5!. 9 2ND ST. C1/7� / f I � G f; I? HP - - - - - -- -_ C - - - - -- S+ D B'x iz" C.I. c,eoss GATE VALVES ST ST, ; a w ' D N d3 ° 7 �Z '�E s +� iT t L)l— l rn; ' I (I ► cc I n 4 11 r 1 SMH Rim = 75.0 / #00. 00 Inv. = 52,4 G N 321,44/,00 PLA /y - 8 �C% r 1� "Ae %=0 _I/ TdiM� ACALE: �T 74, a 77. LQ I- - -- -i 11 11A �_j E /, GBo, 4 z &. 47 Rim = 77. Jj EE S14 ¢ -- Cone. -- v c 5 f 7!7, , 76o r _ N 3ZI,5 19.Sd L7 �8o,ss0.00 CO""EC T TO EXIST. - _7_3 3 to " AC,a T.�p RECORD DRM1V' lGi " 3 °47'ZCo� E These record drawings have been pn'pglgd based on irtorrnation provided by others. The I - -- ;Aj w --` Engineer has not verified the accuracy o� such information and shall not be reap. onsibfe for any errors or orttissfors WhicA May be Inct7rporated hereifl as a result. I a Inv. = 70.6 sEE SHT ¢ <.� �. , �LL :. �t a -vet., �. � .: �;� .. �, .. .. �. _ _.�- �� -. � ,� .�:_ ,� _ -_, _ , .. � �� -. .r.. u• r .� w � •. _?3. e _ .g _� _ ,:- ,_ ,. .; x.A.� .. iK. a:_: _ . n '. ...:.... � .: ..: -- �3 r *..£ .. .. ..., �.�. ... w Jim. �. �. .s .. :: - tinY�lT'L•'Si-? fS4':: - ., c '. � y 4 +�... u .- -� r .. 4.. ,u:. v . Y .a.. i _ t,a k K' . x. s ._. .r � ��. ,. ___ F .� ._ +�/ . ._ � _. �,,» �� . �,; �._ e .. � a i" :.. Y- v t. �. <. y ice. i �. .. _ �_ b � eye � _ -r __ r �.�"- ,. -. ,•,:e. Ar.. . / kt y� , :_v,�i¢:s' �.,r � -Fx. cam— _.�� I 00 U w J_ W 0 2 m 0 Bi 1lboord 74. 6, Q) A Lo z / — - - 14" DI Forsp M671n /,ST 73.4 ot o 1 vl'i rb"'- � O /IJSTALL Z MANUAL Alm E 1, l080, Z 19.00 3 trt/rall� -- �O (-\ PL A N 1 �- -Cons - -40 - ---- Q /24 "RCP t t�Iti I DI k <,o'Olo' 3 •� II , r<G► !90'•82' S 1, �,1 E /2 "GATE SALVE ` S S ° •SCo " ¢ �� FL = 354 1 1 DI Berg cPi d u �LO NN vo, � IN OT TraffiC C0/' ro 11 Sensors FL 22 / t 457./3 In Inters E /,(084, 233.00 4(08. 7- c� Tennis Court z S + 4-0. Co l /./ 3 Z Z, 492, 50 A_ AAO�9.7�'•' /T tl� RECORD DRAWING Thus record drawings here been 3repafee based on information provided by utiiers. The Engineer has not verified the s-rvracy of such Information and shaft not oe resp. onsible for any errors or omissions which may be incorporated herein as a result. SCALE: SUBMITTED ROVED �f SAN DIEGUITO WATER DISTRICT SHEET DESIGNEC -✓� WA-Aft---- 28041 JAMES ��► k F "; - - j AS SHOWN ,YJ P OJECT NGINEER R.C.E N0. DATE • MONTGOMERY ISTRICT MANAGE � AT REVENUE BOND ISSUE PROJECT N0. 8 RECOMMENDED �'1 /��T� 1� �T�',1,1 �T T *T�'1 CONSULTING EhlGIN3@ER1� 1.�.\C• /1PPR0VED r�'' NDN 9C- C0)CL> bK/ C NECKED ` �''� ')'s'�'""''"' `�Oe*%, 23129 .4- 19 -B9f PIPELINE PLAN AND PROFILE R !!Y DESCRIPTION CONSULTINGOENGINEER$ INC. R. C. E N0. DATE 2255 AVENIDA DE 6A PLATA, LA JOLLA, CALIFORNIA e2O57 DATE STA . 1+00 TO STA . 8+00 OF i I SMEETS I Y `k I i i j i th.:,..:. r r- ....:. ,. 46+?r aG.�#:`.P; t'?;D"3'�; �'�la� !�� -�sSc. ftv? 3- •'4°'.�'? '�9 �-.. 'r+..n 'i��T�P, 'A? ,, htw �fi`3z� -•. es3 . . _ � ._ .. �•; = 3 - '`' �';. -., 'c`*,�Y �� rx � _ a _ � rte. � - � _ I Yam way } _ trtr oil 11, a j TOS,tSN'krf w _ W ..{ 7- a' x, .y fix' ,.'- '�# J, . ��°•' • x r _ will' 2 kL 4 t n , 4 < Sax, OWN n z � ; MOWN wasoms- Mb s _ I a _. - _ :� '!.y it �f - •� f r \ � — ... .. f Lt x w, .. f ' ilk! wd a. . 11 w , i� � y I f i, 1 w _ iw � �> "z � ter' c F . e s y 4 2 mr� T , : J� ^ ' y a ,yv: =fib a= �.�..' . x. L �1 �1a< " _ t 4 AT r _ - a _. tt a t Aon I a , M TOM "Y` 9 :$ " z l`.°jY i?5&s .i�r+�' c, .k spa' '',ij .* @ "*X - - RT! z B a '14 i 1055A - ,j n { j 0 cp 00 U U W J W Z LREV /- 00 0 DATE 9Y � Cl! N a.cv; \A\ I Tennis I Court 66.4 Asph. �g U+ m IZ 1141010 wE I/�1 COMA4. Fl y / 9' t LT. II 4 t 751. 0 3 I Conc, i Conc.' I r� 5+ LA/s/ SCALE: 1`9670 J+ C.) C.) 19+8010 /JE w C 0/vW . F /�CE 1-1YD. 5T i fl �0. ,onc. - V ;'Conc. - -- i 12-A CP r 73.9 20 *30. Z Z � p I- I Tel. VC7ult COx/tiJEc7" TO EX /ST /2,ACP v, .I 3I I73.5 � it DESCRIPTION SCALE: DESIGN�ECI��� • '� AS SHOWN _ SUB ITT D ISf57. s© A P F "ROVED SAN DIEGUITO WATER DISTRICT .c. 28041 P OJECT :NGI EER R.C.E. No. D TE JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. 7-t O/. SO 0147, 2 - REVENUE BOND ISSUE PROJECT NO. 8 2 40 ZOh.IE PPROVED CJ" PIPELINE PLAN AND N 3 Z 1, .50Cv. 07 23129 PROFILE Sly S 77 2 ST c► = O a o Z' l Z /Z"'C.I. Goss ; /z - /Z,, Z_ 8., STA. 8 + 0 0 TO STA . 20+30 pz - --CA -- EI 680 500 pj Loll � �5 +84,0 N1 r, 1 �IEw -co M4. /v! FIDE' � _- z /-1 Yo. 13' - 755 z -- 4 ISM - _ STET/ 18 ,7Z.7Z L� ,1�- � 770 75.5 l ST � ST PAVF'l 45Aj'T TNl F Z - A -SC/]1 -fA LT J�-' ,�� ° _7 :. Tr. Sig. Box COLIC - Conc. I i f LA/s/ SCALE: 1`9670 J+ C.) C.) 19+8010 /JE w C 0/vW . F /�CE 1-1YD. 5T i fl �0. ,onc. - V ;'Conc. - -- i 12-A CP r 73.9 20 *30. Z Z � p I- I Tel. VC7ult COx/tiJEc7" TO EX /ST /2,ACP v, .I 3I I73.5 � it DESCRIPTION SCALE: DESIGN�ECI��� • '� AS SHOWN _ SHEET 4 OF I I 6MEm SUB ITT D A P F "ROVED SAN DIEGUITO WATER DISTRICT .c. 28041 P OJECT :NGI EER R.C.E. No. D TE JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. I TRICT MAN^AG DATE IW REVENUE BOND ISSUE PROJECT NO. 8 RECOMMENDED PPROVED CJ" PIPELINE PLAN AND 23129 PROFILE JAMES M. MONTGOMERY R. C. E. NO. 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P- E - CUT, PLUG I=r-ACE "11VEW ,Ai7At,JC>Ohl -PLAl,,,i SCALE: //1.,S-O/ /,\ 11-15 41 14DH I REV DATE I BY ,QK1'6 DESCRIPTION SCALE: DES AS SHOWN CME ! 96.9 VEPE6 7 0 48 L= 1,,VS7ALL Z"MAA1uALAJP- �.S TD, ,C) KI G. s 3 + 77-7& 3 / 3, 037. S'U a 7. - - --------- b 4 (o.,80 cJ C 0/0,4 70 EX /ST. IZ",ACP C--) . .. .... . (z4i Q ..MONO WOO -- pow m E / (o 51 449, co Cd�� . -fO EX/-S T. IVACP s e)oo 00, Do" Z- ?-so' / +27,s0 EF /'l (o C5 /1 4Z 1. .50 / z " - 90° 19EA-1 'D 70 EXIST IZ"A(CF f---j s Z.57, M 6p, OO c- /I (A81, 4- 7- 1..5'0 2"All? VAC. 8 CUT 9 PLUG AIR RELEASE 27 " CCPJI 8 ABANDON 27 CCP WATER DEF 6.5' /0 A^0 wATERP SA N TA f T DR. 400 00 z 0I4c-1 \ � I " + .1 .L,�,v Rv............ SCALE: DES AS SHOWN CME ! 96.9 VEPE6 7 0 48 L= 1,,VS7ALL Z"MAA1uALAJP- �.S TD, ,C) KI G. s 3 + 77-7& 3 / 3, 037. S'U a 7. - - --------- b 4 (o.,80 cJ C 0/0,4 70 EX /ST. IZ",ACP C--) . .. .... . (z4i Q ..MONO WOO -- pow m E / (o 51 449, co Cd�� . -fO EX/-S T. 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The Engineer has not verified the yap curacy of - CONNECT %O I I �FLCa x FLG __- EX /ST, \ ,::. /Z "GATE R T x le T N`ew CoNG such Information and shall not be resp- onsibte for any errors or omissions which .EXIST. INS - MOA Ct�L'G _ ,_ ,, �. 3 MCA • swK. \ VALVE �F�sx.eT) : /,/EK/ /Z.,ACP` CAS /NC, may be incorporated herein as a result, I _ �. I NEW - Ex%S�T. PuL c Ts. �/ / Z ' Acts AS REO't� > i I ,- NEW ACP �� �`' \ ...i / Z'' 9d °SEND `'' `• l z#- -X4-7) 9 40 �� \, _ ,e T � 6,�Tx�T� ,,M /� ,�,�.�3 /JEKI / Z ' A " C P �_t,C r �XS T �3 ACS' SEE � I VALVE'(F Gx _ �,._. ,eEMOVE EX /ST. SL /, .C1 � � AIZ RrZ-F,4 �� EXr ST CAS / /./U 6✓ U` Y TO 4 ZO�l� - -- _ "�1Cf i ��11 . /?7'� BFJJGS / ` i j ��' s /�✓Ew t=: /�. I V FLANGE ,eEf'LACE (�„ W FLAti/GE TO ,4G AaAPTOtz ': %� EX /ST /Z" STEEL. �A,BANG�v) �S?.• WO '"� �,2EMOVE VALVE 'PLUG ___ �'" C 'G / � :: „x "x& ” 'ST CXl$T /Z EX /S%. /Z „FFV'S CUTS ,��,� P �. 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ICJEVJ /Z AC!° eEMOVE EX /S T. /O STEEL PIPE___ TA/°� Y•4L ✓E _ _ ,, !Z ,AZ.7° ,, . , \ :,• ; �'=LG xAC A�7i41°TC7� (TYP. �ff L.ACE W I TiY / Z A CP. MAKE CONNECT THE T u./O / Z ,, AC PIPES A// TI-1 /Z TEE . iQ 4 OL GA ?E VALVoS, Q �eEMOVE EXIST. /o''- go ° COh/h/ECTIONS - - A,UL7 Z - /Z'' GATE VALVE - USE 3'-3 "MOA'S Cl°LvS. (AP,°�eoX. flEr�T,Y ? ;� eENI�, T,�1,�eUS7' /3LOCK, !O VALVE /Z "K /0, x } - - - -- EX /ST. !Z P6 >UCE,Z 1 _ T. p � /Z "- go, , -NC7 (M-6 xFL ) '�.� COtiII\.I. TO EXIST_ �LI FOIE:. �U. �► /Z" HATE VALVE (FC.G V97.) W/ COUPL /NG M0 7 C-- . L125 T 9LNEP,. OF _ C014S_TieUC T/0N _ -_- ?A►. 134- Z3.3 r -- -TA. 12 ±CvT l +O -- I + Z9 OCEA /I -/ V /EVU' AVE E S N E ET s CCN �J E 10 J S H � co �Cr.ar•� � CrT ��� s K S H E E T 7 Cof�.lh,.1 E C-f � �r.a s 1 LINION ST. C0/UI�EC7 /0/Q NTS S N ? S (D NTS 7 NTS SCALE: NO SCALE DESIGNED '^^ IPROJECT DRAWN SUBMIT D 2 8041 NGIN ER iR. C.E. NO. DATE JAMES M. MONTGOMERY CONSULTING E1� GINEERK INC. AP OVED 14 2 r� TRICT MANAG DATE SAN DIEGUITO WATER DISTRICT SHEET REVENUE BOND ISSUE PROJECT NO. 8 RECOMMENDED �.m�,�.v _,8_��,� 2 3 12 9 APPROVED �� 84 Nj01e�— d ril CHECKED JAMES M. MONTGOMERY R.C.I- NO. DATE CONSULTING ENGINEERS, INC. 2255 AVENIDA DE LA PLAYA, LA JOLLA, ALIFORNIA 92037 DATE CONNECTION DETAILS OF II SHEETS '. RE V DATE BY DESCRIPTION 5,< ,�,* ° x ,-i t W - I - - � — I - �� - 7- 1-;� %', -- I I ” � .... .. x .e+'�' q r I --- �- ^tu„ t x a s a .w+ + *f _.-, . 1; „y a #� `t s r'. fat' . I , A' - 1 s• -v- : 19 -. _ I - 3" 8$y s .. :. i '! I I ' «'* mss' Y':,. _ . , h r sf • _ , -, :, _ - ;R.` - , ,_ , ' . >r - � ;:.. w . ,� _ ., +' _ .� �., � N .. - °� , . .. - - il - .. -. - -. , - : ' - -- ., ; , - '�kE , '. a k_ -- :< -..::: ._.. „< a,., v " : "$ ..- .. -. _ :_ ^,• ::.. ,: .' _. }. K .� I - .,..- : <3W " t - , --, , .gd ,— M3 _ _ } _. c ,; ., ,Pw _ .3•... sa♦.**' Y*rN �_ €_ 1., -f, --t ax— i- RAa. - 7w,:.. ^ � , `. I . 5 <' 4.... 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Wig._ .n,:,. , i y� -n -e# %' ew > : a 'pY♦,..<.. ,p. .. s.,_, -...r icr <.-s+' Cm ?: - yE. tr <_ �......_�. .µms. e. ,ry ',L r. ^- i1 -: , -sS..- 1'„'. M, r. _ �. $ rib.... ........ _,.., 5.. !� +/ s .- ti?'! �� �. >_ ��Y'f .e.. u�y/'Ye�,n�rR mow+'!: y_: I�lM'rII,•��{✓� <) . r r. _ .. t E yv , « t Vr .�f II: � i E i� I J s; , 'V'A I s 1, — -I e . I I I Lo • i Ii *' ,� .y; }V , `I 1 A ',: __ f I 7Y. -- `y ,, = -1 � I ', q C F #_ _. v ra v I I I I � � I I TRENCH W/0 rH - 'T f'5 CONT. AS SHOWN :q H Iq_ CONCRETE (SEE SPEC., CONCRETE SET FLUSH IN PAVED AREAS- 2 =0" SOUARE CONCRETE PAD— PROVIDE VALVE STEM EXTENSION WHERE DEPTH TO OPERATOR EXCEEDS 5'_, ( SEE DETAIL BELOW) 6" CLASS 100 AC PIPE REDWOOD BLOCKS 2-2x2 11 x12"LONG CRUSHED RCCK- Gd T£ VALVE INSTALLATION- 2' MIN. I /8" FLAT PL. CENTERING GUIDE r10_TE_ Provide protective cooling to exterior surface of valve body in accordance with specs. AP4 T/ES to 24 " d OR'1!'D ENDS IN DIRECTION 011 Pte t AS spooN OW W AT E PIPE L ENGTII 1 ' "P LAMNG E11�CV TYPICAL REDPIDOD SKID y�` /P•A.C. r Et ASS hJ0 FRESH / WATER RRI£R PIPE MXLM CAOLE ---' I PIPE SIZE STATION TY/. S1EEL DANDIiR$K) WELDED ; L. PIPE CAV" 22 -//2 • ELBOW h TESTING CARRIER AFT TE E s SECTIONAL_ ELEVATION PIPE 15 SEE PLAN AND PROFILE FOR JACKINS SKIDS, EQ. SPACED (TYP) CORRECT DIRECTIONAL ORIENTA1i8N OR nWNELAI►G SHALL Ftl LED 9Y PRESSDRE 15 STL. CASING . CARRIER P/OE GIdrXITiNtS FILL AMIRXAR SPACE APr" 51 \ TESTING CARRWR PIPE WITH /O SEAL ENDS AFTER 154 84 INSTALLATION AND TE9rnvc 12' 155 N7TH SAND DADS iT7rA.�.tG. SEE SPEC" CA77V" fljtt , ; ✓ 4 cARRrER PIPE INSTALLATION PROCEDURE 161 82 AND REOUIREMENTS 272 CASING REOWWO SKIDS SMALL AE LUBRICATED AND TREATED WITH NON-PETROLEUM BASE PRODUCTS IN ACCORDANCE WITH PROJECT SPECS. MR CASH LEIIWtn ARIA MWIMT ELE"TIONS SEE PLAN b PMFILE END ELEVATION TRENCH WIDTH `e• '�`'b• MIN.: PIPE O.D. + 12” trP —N "r, AFTER MAX.: P/PF. O. D. f 20" INSTALLATION _AXL_cAmrlEn_PM c ��.... IN DIRECTION OF , INCREASING PIPELINE PIPE SIZE STATION 90 • ELBOW SEAL CA"" r"s 22 -//2 • ELBOW h TESTING CARRIER AFT TE E s 19 PIPE 15 S - 3 "x 3 i "tD►PtT RED",ta7D 6 SKIDS, EQ. SPACED (TYP) 55 I' HIDE STL. SAND (rrP) 15 STL. CASING . CARRIER P/OE 67 FILL AMIRXAR SPACE APr" 51 \ TESTING CARRWR PIPE WITH /O ,,. CLEAN SAND 154 SECTION EN PE A✓ t s -"E�L �i ✓�1/ r ' VA g. SET 3 "ABOVE GRADE IN PARKWAY r9 SIMILAR AREAS I- FINISH GRADE 8 ID. TRAFFIC BOX WITH CAST IRO1N FRAME „AND COVER MARKED S. D. W. D. AS MFG. BY SOUTH BAY FOUNDRY NO. SBF 1208 OR EQUAL BUTTERFLY VALVE OR PLUG VALVE /NSr. 2';4WWA SOUARE OPERATING NUT I - f14 DIA. STEEL SHAFT EX rENSION MACHINE TO MATCH NUT DAPTOR TO F/T AWWA OUARE Nur SCALE: DESIGNEI M $CA LE DRAwn L CHECKED REV DATE BY DESCRIPTION AREA /00% /00 % OF 90' ELL 75 % OF rEE rrP sh 7531 f i x P L A NS r � 7S % 73 aG 75 75 % OF TEE T YP UND /S rURBED EARTH. TYP. /00 % OF TEE 100% 75 % No rr: FIGURE( 100 %) Ar rHRUSr BLOCK ✓ND/CAr£S PLUG OR CAP PER CENT OF rO rA L THRUST rO BE APPLIED FOR BEARING AREA. NOTE ARROWS ( —) INDICATE ` THRUST DIRECTION L ENG T H � 18" 3/8" rig ROD rrP. 5 °MAX /00% WE/GHr OF CONCRET ro REs /S r loo % OF rorAL rHRusr 2 -w5 BARS J1- V ER T/CA L BEND NOTE: CONc. FOR THRUST BLOCKS ro BE 2000 PS. DEFL EC r /ON/ ✓DINT FOR P/ PES 3 " - l2" ,r 8 3 0MAX. l4 " -24" �r 50% 50% 50% 50 90 CURVE THRUST BLOCKING /00 % OF TEE VALVE 6 - / 4t ° -1►1 - /- o Ill � ii) Ili =III y COMPACTED = BACKFILL ►� SEE SPECS. W Z _ Of QD 111 n I!► �llln � `�J � Y�dl u Z Cy) cc O N CX (L W Z3 Jill 11 th 3/4 MIN. W r ty /� 1 "BEDDING SEE SPECS. (SAND) /CAL TRENCAA SECTION THRUST PER PS l OF WA TER PRESSURE AT VARIOUS FITTINGS PIPE SIZE DEAD END OR rEE 90 • ELBOW 45 • ELBOW 22 -//2 • ELBOW 4 19 27 15 7 6 39 55 30 15 8 67 94 51 26 /O 109 154 84 45 12' 155 218 119 61 ✓ 4 210 296 161 82 16 272 383 209 106 18 351 494 269 137 20 434 611 333 169 24 623 878 478 244 EA'AMPL E_: 8-INCH 90'• EL BOW, PRESSURE z 2001b. ISO. FT. FROM TABLE: THRUST= 94,200=/8,800 /b. ASSUME BEARING STRENGTH OF SO /L = 2000 1b. /so. FT /8,800:9 4 SO Fr : AREA OF BEARING REOU /RED. 2000 FOR rHRUSr BLOCK. SIDE THRUST PER /00 /b. /SO. IN. PRESSURE PER DEGREE OF DEFL £C T /ON PIPE SIZE SIDE THRUST - /b. PIPE SIZE SIDE rHRUS r - /b. 4 3 5 14 377 6 72 16 486 8 122 18 665 / 0 197 2 O 790 / 2 278 2 4 //50 cARaeaARa SEPARATOR T/E RODS •Y MUL rIPL Y THRUST BY DEGR££ OF DEFLECTION TO OBTAIN TOTAL THRUST .O, y /00% NOTES I IN USING rHE ABOVE rABL £S, USE THE MAXIMUM /NTER/VAL PRESSURE •�« ANT ICIPATED (i.e. HYDROSTATIC r£ST PRESSURE, POSSIBLE SURGE VALVE fF SHOWN PRESSURE DUE TO PUMP SHUT -OFF, E rC. ON PLAN P. SEE SOIL S REPOR r FOR BEA RING S TRENG rH OF SOIL. IN THE ABSENCE DLFAD -END OF A SOILS REPORT, AN AVERAGE SOIL (SPADABLE MEDIUM CLAY) CAN BE ASSUMED rO HAVE A B£A RING STRENGTH OF 2000 P. S. F. 3. THRUST BLOCKS ARE Nor REQUIRED ON PVC. C. PIPE W/ rM SOLVENT WELDED ✓DIN rS. ,CONCRETE 7H, ���� Vag SUBMITTED AP OVED 'Z OJ C N IN ER R.C.04i . D E JAMES M. MONTGOMERY STRICT MANAGE R E' C /O MMe E, N D E D ��yy� �/ C /�NSU TI LTG 'E;1 NGI NE E � INC. /� �4r�t'� 23129 _7V!$'d CONSULTING V Ad dy «L'J Jh� ,,Jy «ll,j \,,I P P R O V E D JAMES M. MONT RY R. C. E N. D A T E CONSULTING ENGINEERS, W— 2235 AVERMA DE LA PLM, LA JOLLA, CALIFORFIIA 9"X37 DATE 1. ALTERNATIVE TRENCH SECTIONS (A.B aired C) ARE FOR USE ONLY WHERE STABLE. COMPACT SOIL CONDITIONS EXIST: A. Vertical trenehNnIls- Section ('A 1. For depths up to 5 feet, no Trench suppon is regained. '_. For depths exceeding S feet. shoring or solid sheathitt:Is required. B. Skiing trrnvfi walk- Srlion V I. Sloping trench wall section shall not he used withmi approval 0' engineer. unless specifically designated on plans or in specifications. �. Except as approved by engineer. unsupported $fo" trench walls shall not be steeper than 3/4 horiz. to 1 vent. C. Comhinalkm of vertical and sh7" trench walh•Section CUB I. Trench depths not exceeding S feet shall have verticaTT walls in pipe zone unless otherwise approved by engineer, or whefv specified. '. For trenches with contsirted walb and any depth exceeding S feet. design calculations by a registered civil engineer and approval by governing agency of support methods are required. '. WHERE 'NET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED. SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALES. VA P, !J ML,E LZAGTM CP PVC. P /PE t , - irI RR II LE C P E nd � f &X T IG V ENT TO D H L Sr D1111RIC1 I � �wwwww�.� www. �wwwwwwwww� ,w�.www.www.�www.�wwww�wwwww� wwwwwwwwwwwwwwww�.w. wow •www�►.�wwwwwwwwwwww�..�www�ww. i �� 4J IM T, 6AIMARr VEIVEI? C9033ING SAN DIEGUITO WATER DISTRICT REVENUE BOND ISSUE 'PROJECT NO" TYPICAL DETAILS RECORD ORAL "I''IG These record drawings have h:, -j PosDoled based On information provided �)� j,hers. The Engineer has not ,e ified the accuracy of such information and shall not be map. Onsibie for any errors or omissions which Ow be incorporated herein as a result. Me. SHEET l 9 or II af�IEET!