Loading...
1982-113-WOf] I I-- OR RPM A L j ".w 7c, �T 'R�� IRPM die Mild ho Ld ad hm dw Rho F I OWN dw J J, N7 Y19 I CC�NS -RPNINTJC-7 T N 7C1�'f]E 1A .li L �'�J+1FL L .d 111. .1111 60 ���.1'1 BOARD OF DIRECTORS DIV. I F'B.WESTON DIV. 2 - DIV. 3 DIV. 4 - ID I V. 5 - R.E. WEIDINER L. DASHIELL GYNTHIA TOWNS END RALPH STONE IT. "Pip or" dw Lw000 wJ L T.A VO1L1U1�+7[E ][][ = DRAWINGS JUNE 19,85 I��g2- ��3 1--,,,AMjr.1jS M., M C!L�NS1U]L7Cl[NG 1 INC. IF# a 1M1lI �4"IN ' •�•r.' � •;� �• aRhlw iw'11.M1.:�'i :' .:+ 1. ",,rr 1'_f V � - ■I '' .��CAM ►JOf[MIN. tatNOltT011� ,' t t6�' h�� fth MtRw. II. ':,,. *J .�,r. �.�,,•;i+. ".�, /, •.�. �, PFtGWRQRRIw jRr.wnl..Rw I ,• i ••:lS.•e •iM: '',i.G RATt Pi 3.70: I,L. 5 ••`Ai r.h :.+ /, ;'; O r7.iR Sl S v /. Si Sl ,Pon OWAN take lYi. aA% st awf... Clow YtM ���, ww�rww (Rjs� AM NoJIwA in Mwt t we � looMn _ is he1Ra vN'' IU f.. A%wm t....e M .....gOro" S� tR.thq.0 s.16te.IMI is Iwo.. Sit a Oeaatt� S9 l.l,. IL' "'�'" Rw..tm.mw Raatatt� -rM spa Ism h ss r Ss 3Maa N.t! �t' g.� Otw.Y.A PROJECT M"` st ft" VIC I N I TY Szt �.Ir rM.rR. Rw. ��Irww� tf 395 5 R NA.�1 Orl.w N �El •e.....� Ra.fN. I a Mesa . Y.Il.T M 004 Gfn. Aim .. C� SI • r... id1.. ■Rw, ie book" I" R.f. wRRlO erenraa � sompob arr..otw PIA%OK mati0fal Clay 0 R« 5 I vi to."Olq Rw. UwPIMM'Irath �'( � flow C.A t.. . .ss, V I .O IN ITT MAP to- Is 11,11,11-11,11,111,11'll""I'l����������������l�������������������������������������l��l���mmI a SCALE IN MILES LOCA TION MAP SCALE IN MILES LIST OF DRAWINGS- 2. 3. 4. 5. 6. 7. 14 9. 10. GENERAL Title Sheet List of Drawings and General Construction Notes Pipeline Plan and Profile Station 1+00 to Station 6 +59 (Europa St.) Pipeline Plan and Profile Station 0 +89 to Station 11 +18 (Hillcrest Dr.) Pipeline Plan and Profile Station 11 +18 to Station 23 +17 (Hillcrest Dr.) Pipeline Plan and Profile Station 1+00 to Station 9 +31 (Athena St.) Pipeline Plan and Profile Station 1 +00 to Station 6 +05 (E1 Portal) Pipeline Plan and Profile Station 1 +00 to Station 15 +62 (Normandy Ave.) Pipeline Plan and Profile Station 0 +25 to Station 8 +82 (Riqueza St.) Pipeline Plan and Profile Station 1 +00 to Station 2 +93 (Andrews Crossing) Pipeline Plan and Profile Station 1 +00 to Station 3 +68 (Treasure View Ln.) Pipeline Plan and Profile Station 1 +00 to Station 4 +09 (Brighton) Typical Details Connection Details C 0 N ST RUCT NOTES 1. COI�5TRt7CT2Ai1t' r 'Iill'1Ki'�"!!!lDl�1 )lf'iR'911 - 1Tfi'174,1092-11R, t1. PAC."! d� 1x171►I WATER DISTRICT SPA'CIPrIcATIONS AND EMAWINI 0, .2=2 T Wig MODIFIED ON THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. SAN DIEGO_CbUNTY_SM�OC_137 CARDIFF - ALONG A.T. & S.F. RAILROAD, 100 FEET 2* Culn' <1CINJA 911 REPIACE ALL PAVmNT AND BERMIS 'DAMAGED EAST OF CENTER LINE OF TRACK, 48 FEET TVIEST OF DURING „ IN RIND, THE INTERSECTION OF MOZART AVE. AND SAN ELIJO AVE., IN THE VICINITY OF CARDIFF SCHOOL. 3. CONTRACTOR 3MkLL REPLACE OR REPAIR IN KIND ALL PROPERTY IMPROVEMENTS, INCLUDING FENCES, TREES, SHRUBS, IRRIGATION ! STREET C.L. mom. 115' WEST OF TNT. WEST PIPING, AND LANDSCAPING DAMAGED 'DURING CONSTRUCTION. LAKE STREET AND ENCINITAS BLVD. STA. 21 + 90.23 ELEV. 146.28' M.S.L. 4. THE DEGREE OF ACCURACY OF HORIMNTAL MEASUREMENT SHALL BE + 0.1 FEET, AS MEASURED BETWEEN COORDINATES. S. ALL FITTINGS AND VALVES, 4" AND ABOVE, SHALL BE BLOCM 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. LOCATE ALL UTILITY SERVICE LINES BY POTHOLING, PRIOR TO CONSTRUCTION (WATER, SEWER, GAS, TELEPHONE, ELECTRIC, TV CABLE, ETC.). 8l, ALL NM FIRE RID RANT INSTALLAT.RM BR)WR TEES' SHALL BE FIELD LOCATED AND MARKED BY SURVEY AND VERIFIED BY POTHOLING. INSTALLATION AS PER S.D.W.D. STD. DIK'. NO. P-1. 9. ALL HATER MAIN VALVES SHALL BE INSTALLED LEVEL WITH SHAFT AND OPERATING NUT VERTICAL AND SHALL HAVE JOINT CONNECTIONS TO CAST IRON FITTINGS AS SHOWN. 11. CONTRACTOR SHALL VERr" 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.0. 235 -6323 SOUTH COUNTY GAS 496 -5712 TELEPHONE: PACIFIC BELL 298 -0595 CABLE TV: TIMES MIRROR TV CABLE CO. 942 -8883 UNDERGROUND SERVICE ALERT 1- 800 -422 -4133 12. ALL SALVAGED MATERIALS SFMLL BE RETURNED TO S.D.W.D. 13. CONTRXCTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES. 14. MINIMUM! COVER OVER THE MATER MAIN SHALL BE 36 Its. 15. ALL 21 MANUAL AIR RELEASE METE lt BOX INSTALLATIONS SHALL BE SET DIRECTLY OVER CENTER LINE OF WATER MAIN WITH CAST IRON TRAFFIC COVER. 16. C011TRAC'lOR SHALL VERIFY THE LOCATIONS OF ALL CONNECTIONS 70 EXISTING PIPE TO BE JOINED BY THE NEW PIPE, PRIOR TO COMMENCING 'WORK. 17. FOR PVC CONSTRUCTION PROVIDE A. MECHANICAL JOINT FITTINGS d VALVES to B. A 3'- 3° PE x PE PIECE WHEREVER 3'- 3" ' MOA IS REQ'D FOR A.C. CONSTRUCTION \' u U W _J LL 0 Z m 0 E ME •• ®INENWOM Pd w!, � I _ __ • - - Y !z % -,� s - -- - — - - - -�-- -- — - - -- - -- E- ......... - -- ___ - - - __ /BOO .Z 3 ¢ SfOC7 Co 3 Z 7 737.00 Lg 7s''' ,�� ��� C- /, (o 77, 90g. oo E /, Co ?7, �9/4.Oo /-A 99.3 U77i- TY - S!iSRVLCE - /3�. Z.5 ,/O - 3 07, e9 4Z. ©o_ _ /h/�S o o t C01.11.1EC T Tv I�X /S T. • .S 7�► / .�3' N 30 3 3'Z+ rC/ ('9611// SS �' 6o 'I/ACr° WA7-E�e I Vl 7 7, 5-ZS. SO yyyy tt • iSf 1, F ................... .... ........... .... : r'•t1 " ) r ....- r,rr wl i' �' L� !_ ? t✓ p t ' ✓ ?� J r�1F!1 - <s' 4l. ' tz cJ e s ♦ ,:',._rJ r \ �' � �'•`�, 4 \_\ \ �. \�. r \ t t � E i °'�,> 1' V ✓ !. / `'� #+i`5 \.l -, S. Y~ � i !♦-.� �\ Y `\ -'�.- , ! �' S � f t 1 � � °r�. -- ?' j^Y'' f\ " ' \ • ` i i � . � f �` ' . ��.1 .' � \ \, )\ "\ \'.. r" \� � � \# E \ '\ � \ ^ \ \� .�� C 3 ��� �� .�. \ \ \ , . � � �. � f -�� ' .`{,,�\ :r � n E k Y �, - ,. `� �. � � t _.\ \ 'n f 1 `� r \ { � a 'f f • .' 3 3 i � � € 4 /' I � � � � + r r 1 j 1 I 7 f:, ! J f j i �t E ^t i AU 4 ! 'i X � -.,d„ ^ e '- .- '. -.... �i .�i�, %r'�rt:�� f E � �� ,t-4 W'�J f7, t �. /' �! �.. 'q .♦ t# =,s - ,� *� 'L/ \ ` r t /' \ `� � `♦( \ (y' \ +. \�' r-/: i "♦�.,j� � '�� ',,:_ 3 t` � Jg 3 `'j "` �:' � j` 1 h. /� `i � F. .1 ,: �; 4 s ? z Y \ \. � L.. �-• f "t_, e %" � ? 3 1 ! r �`' ^' ^ - ^_ � r /I 1 { ! � { { \... -... "''t � 88 ;t � ,' s \ \ � \ { t 1. - \ \ ! i of F i g "f �(F •� i f 1 { ' f ^ ^ :<_^ "i,i 1 j 'i F: ..� -r� \. \ t: 'c 1 ! /:3 Yi rarr `.. ^� `. \, , • �\� O \ .�, r f s \ i ( v\ �•. w \ l 3 f 14j /y F. I a } \� ', . `J_ t 1"` �+ i< i` 1- '�f E t 1 . Ra'..+ s t . r' \ ♦\ r �. ''�� � ,. >�.�J .r��'} }- j � ;;� , /�' � J � t � �`...- { NA •+ `, � +Yr. t 9 // g t`` t ^•e.. , � � '� \ �♦ �'. � FC' X. > +,• +� 4 •_ , .. , ;; a f . ` ,, i ? f.¢ %Elt c '-`,t' -./ is f ;.- / • h I./° f { t { f 5�, / , .3- ,.. � / t f , -^^ ^.-.., c_ �-,,. \. .' .. '. -.. -. , .. ♦ a? I r �, . ,. rr, ~X-'.. � C?i !'' '{ 'dw.7 .- ••••p. --.- -' f ', ..- } ,.J , _ - / IN, y. z ♦ s E . � _ .- ___�. _� ,�, -.. � `# --. \ '^� .; .,,._ ;., : - �� - - - ~ .. � -� � ; t //������ ..,., \ r •__ ^'-}. ^� a� ~"}... ,. . , .-- "'tea : � t a �D `t : .. E ` %� f f` �,� : t § � A 1 � p•� � \ � „}J'� 94 \ �., V. ,,, ..` - -,` ;`_ s : • { . C E _ t t ' ( 3 ,'l ' •9Jr7f. ; `a 'R , \ - % 7 '"l _ } / . °*J r / ^^ Y- 1 3 \ p ,, • i , { •y++ :. -.� -..-^ r }t . ,. -3 ♦ "°_.. { i h"'°^ #'.. _ j: b. I,F r # \ r r 3 ` .. i { I _ , t i ?/f ♦ � t . .. ','.., ..' "..- .. i c ..._. { :.. .. � +'-(.,, w Yf'. : s.,Ir .C' .�.f.- -•Fi.r 1' t _l f F f {' r _ s � / ,` , F� � # r .. �'�` �, f I { § � !f l �''•. -- -.. � t l . i / 1 r' � . `':'`\ t t ,�'"'� -_ Z { � `x J J _ \ �y � n �. -� . �.; .:a;�.- " ,.r � . �\, � �.,{ i � , .. � r � �' ` =1 � •, i `• r � j � � , t -, � 33 gt �•,,, �--_ � t V }�� � r. f. ,,\ /t }i E 3 { 3 E � ! $ � l � _f ! t • E ��. -.. i \b.Fl `,�_ ^, ' j y -'\ \ .: - k...,,,�,4 '/ \ 1 _ " \ t 1�\ '�, \ jj j ,i . -. ' .J c4' 1 r J j r i /f' `:. t t t r,'.^.-,r . �I `� L_. c, -�\ / � :..♦ \•� _ r a ,t .-1;` •s,, � I ! . 1 - r ,, ( � ! \ V/ j5 r 1 � t _ :✓ /'� IAVV6 ``� \. \`�, \ � f . i -.♦ , 7 t j '� s� e � r::- E ,E C"i f {. , t � ., jj , - l \ - \�. .� f. � r 1 ,•- . ♦ .. \ 'r \ +; ': �.,_ � { ; n +. .. �. i k ,' t j t_.., , �1 ••-- �� - - -'- - -�---- •-)f � �. ,. ^"`� f � Y 33 a�_. E j` � E f t r ` } `\ � } ``";... \1 `Vr, -.,\ `• ,.. . \/ t -- " S\ •, \ ! <' :.:- t./-' i 14' �, -, 't�. ....,, �- :• .` \.. `` t + ; `. �' 1 "\ 1 \. �' J � .,' i �` (t , f r• r.a t a g �� jj I -,i� N � „fir 1 /i %\�\ -.•,< "� -� � "fief >�i i % i a � �''°`'�.�` x "'\ ii i i 1 \`tr- s f } °1`,.i�E 3".. -.•.. r E ± & ";'� f?; r + !' j ?z _ i ' .4^ i f / , rr.n ` ! eT ::. ' i. V/y E G . r. , o - �,�. %1.t y, : it t / :' "t ! f , .A&A/./� 1,1 EXIST• Z - - { X710.00 *Z3. /3 f 9 2 . l3 ti + 30 3o STEEL kIA TE�2 W _ : :.... _._ r'rt /. 8 S- ¢ j3 °�oZ'c��3 " N 3 7, 7 3 ©- - ,,</ 3 Z 7,1o�3d. Sa A/ 3 Z 7 7 4. SO - /2Ef'�ACC E.�CI�T. S�AeVICE 4 I � I 7 7, 4.3c� OD - -_ �' Jri�,� C0iVIL F'CT To /✓E�c/ qrl� 7p E X/S T. - - ' '7 - Z Z 3 . Z ' E / <0 77, , l� % 7, � 3 - e 9 7. GAD � /,�°EG, //./E l�s/� / r�l //✓. (09(0.00 E / 7Co3, DO — l l0 77 ,,ACP 06. 26► ° 4 27 ° 6CAGi5 • l 50 04 _ ¢✓ • ' f mom S r _ ,.. - _.... .. d:>d o w: ,,: <:.: - -.- is ✓.: tv ` E a £x: r. © ... ._. ,' ... ..,. .... _.:. ..... ... ... .�: .. .. ..... .. ... .. .. .. .. _. .. ice..: s, x ..k.. AP 0 V E D RIC MANAGER ;�-t PROVED SAN DIEGUITO WATER DISTRICT S H E ET DATE REVENUE BOND ISSUE PROJECT NO 12 PIPELINE PLAN AND PROFILE DATE STA. 1+00 TO STA. 6t59 ( EUROPA► ST.) Of 12 SMEET3 SCALE: AS SHOWN // _ DESIGN /� DRA CMECKE SUBMITTED 28041 s'� %9 PRO NGINEER R.C.E. N0. DATE - JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 RECOMMENDED �•!/ 2 7Uao4. 23128 5 ^10_isy JAMES M. MONTGOMERY R. C. E. NO. D A T E CONSULTING ENGINEERS, INC. ' ��� _ DATE 0 ZS�1Z0 A=QAMV %�l�- -_ _ -_ REV BY DESCRIPTION AP 0 V E D RIC MANAGER ;�-t PROVED SAN DIEGUITO WATER DISTRICT S H E ET DATE REVENUE BOND ISSUE PROJECT NO 12 PIPELINE PLAN AND PROFILE DATE STA. 1+00 TO STA. 6t59 ( EUROPA► ST.) Of 12 SMEET3 (Clow) VIPAV PIL -,too Vol Clow `3 Iv s �23 Av, 8 "tAp OL V, Z4'%o" Lwo -75 \Aso ftmor GiAe (0ift 2" 'kT T.? L 0 )Ael DIMS kq 1 6Yql azl L IJ I w. Lu _j U- 0 z m 0 . . . .... . ...... - ------------- 4— ------- .. . . ... .... . . .. . ... ................. -.1 . . . ..................... . . . . . . . . . . . . . ..... . ... . ... . ... . .... . .... . ........ . . ... . ....... . . . ...... L . ..... . .......... ................ . .. . . .. .... . ......... . . . .. ...... . . . .... - - - - - - t - - - - - - - - - - - - - - -------- - --------------------- c— V, t 130 I - /Z 0 1 r 01-w%lw'� 4>� 7PAI ENIFAFAX-Ml - - --- ----- — ------------- .... . ... . ... . ........... .... . ....... ..... HO-- i . . . . ....... . .... . .... . .............. . .. . . ... . .... ... . ..... ....... ........ . ... . ... . . . . .... .. . ........... . . ...... .... ... ..... . . . . . . .... . ........ ..... .... ..... ..... ... ... ..... ... ..... ..... .. ... .... .... . ... .... .. .... . .. . .. . .... . ..... ....... ... .... ...... ..... ..... Nj ... . ....... - ......... . .......... . .. -4- -- __ . .. . .... ------ jv) .... . .......... ... . ... . .. __" ... . .. --- ----- ... ... .... ....... ... . . . . . . . .. . ... . ...... _. ............. . . . . . ................. . . _1 .... . ............... .......... ......... ---- - -- - -- - ------------ N ...... ..... . . . . . ... . . . .............................. .. -- --- ...... ..... ...... .... .... . .... . ... . . .... "r . . . . . . . .. ..................... . ... . . . . .. .... .... . ..... ..... ..... ------- . .......... . . ..... qwr .. ....... ... '0110, .................. . .... . ... . ... . .... . .... . .. . .. . .. ...... .... .... . ... . .......... . ... SO4 ..... ....... ... ........ ..... . ... d I-10RIZ, '' f- ..... ..... ..... ..... ..... .. . ...... . . . . .. . ... . ........................... .. ...... ...... .... .... . .......... .... ..... ..... .... .... .... ..... ...... .... ... . ...... . .. C-11) - ------------ . . ..... . ............ . .. . ... . ........ . ... . ............ ... ... . ... . ... . . . . . .. ................... ...... . .... ... ..... . .... . ......... ........ . .... . . . .... . .. 2 Co 7 3 1-3) ✓0400 CU,Z V257 ?A; I-M!5q L 1A-1E T /:'7 /"7 0" C411ZVe "=.Cl CUgVE QA7A 4a- -6,0Z 'e- _?z k-IA7;�5,4�' -9&, 110ES 1& 440. S/ 4t4c A.17 3 3 4, //S'. Zs" n = _s& 6vzi�oazZ` - -- ----- - x 7 45 5XIS711,LIC-2 e-P 70 P_ 400" IA/ 4.1XIC AS -WOW" ICE B. C 6o 77, 9 74. Co (�p 3 5-1. 9/ r. Al. L 2.5'3. 45 '7 7z 14' 3.77 -Z (5 /1 © r .. 6• • . ,� 1 `/'0 76, 5:5-3. 9 60 SMH /?i.n /39, 7 SAVY.Rim, 131", 4 8 5 118,31 400 f / . . . ................................ . . . . . . ............................. . .......... ................. ............. ........ . //7�� /06, 95 12 I V. ?1_50' , , /:3 �n�-? MLL T DR, HIL L CRES� DR /5 11"'.14- Inv. /6'/ 7. If f x 04 U * 3rr - - --------- -3 4.T z "" --: ......... . ff OA.4 f Z., ------- AO X cu r/ _T 7 f: A�" MIX"V5, r) ) p - ­_ __, I i - �'x -_ 4- 1777`77- CUT ;1" �'Q 0 0 A...........t- X1. j . ....... Ns 4 L-4CxCAf,=_ ALL. t4' "too /,.:Fg, # 00, Asp 7 1.5' ZO" 5 15' c V-2 1 40, p )0 X. \j I N3 '5 C r Nil G Ij X') '3 )CT: 4 J U hl *__4 . ..... A tA CURVAS DA REW AVE. 064, S MH_ 1/1-19, 'Y3 /08' -Oi 101AJ 7' OA.1 c L/le VE ZZ/1 . ............. 7(0 4 ✓ Z8• 0.3'0Z 34.9 ............. . v, 0 /5' /1/ 234. IZ3' 60 9= -3zc:>' AI,11_"_� COMMFC77 70 3 3 4-1 Z 7&,. 5"f 1.4 33 4099.34• " 9/ 67 6p .4"4> 6A Y /,AE-: W 6" 10V"'E /_ 7✓ 5-./7, - 1-11='�Fe_✓lve W/ / - - ':1 I/c, �5 6, -7 ?, 9 (o 7 ME140,AV, re_l 7- (oS�60- 6.5' �F 4p 7 &, IS�5, Z 3 A,.y J ; - A/ 71210E 7' _j0ZwA_A1 7 7,1909. 60 4- 6 X, 77, '9 3 3. 0 'ff�' 50' • PLUG 61"C.Z. f, cp"R'19. 6CAI-0:1 Z-3c.101 S C A L E : AS SHOWN, DEMME DWAwlq CHECKED ,JAMES S U B M I 28041 PROJ ECT LENGI NEER R.C.E. NO. DATE JAMES M. MONTGOMERY CONSULTING ENGINEIERR INC. �1� 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 APPROYED '0: TRICT MANAGE D A T E �r SAN DIEGUITO WATER DISTRICT REVENUE BOND ISSUE PROJECT NO 12 S H E ET OF 12 SHEETS R E C 0 M M E N D E D _Z4�/14� 11_7ro4tA, 23129 5-1a -.857 M. MONTGOMERY R. C. E. NO. D A T E CONSULTING ENGINEERS, INC. -A P P RAD, V E D, DATE PIPELINE PLAN AND PROFILE STA. 0+ 8 9 TO STA. I I + 18 - (HILLCREST DR.) P_,0 14. HD14 IRECORb 'DoIZ4 *1#40 REV DATE BY DESCRIPTION i lG 'AAA O •v 7 1 w� s Arc U aaa Jyw 7" -T iNoYgl 4o IIS°I, 4-513" 41C, DTj TTLTce 1) F.'� +o '2 LTre 3 VL,� `Te G.V, �rc1JCV ;�,• P�XIT G..U, CIn �L CZw,e,v& �I I I. f k I �t �I I U V L.L 0 z co 0 �-k --,\-J--z� .-f. GL fSO ....... . ... .......... . . 17- 14 �7c .-5-Z, Z4- ./✓ -33-g, ZZ,90. 33 6 Co 7 7, -9S3. 0 14 -f- Z/ (A 76, 0 4-(o - LOCATE ALL /Vsw I=lw 0 I't e "A Il-RI—li i s li�,Olef /,a-to 1�0 / IL ......................... i .......... . fl - - ------- ----- --- — ------ - -------- 120 112,7, . ........ ............... . . - — ----- ......... ---- . . ............. .... 5— 771 vv — ------------------- ................... T� i r kll i-- - -------- SMH Rim 112C ...... - — -------------- fi .... . ........... ........ ............. ............ . ............... . ... . .......... . . ....... .. ............ . ....... ZC- LACE 45XIZ7• S&WWOF COA-11--AECT rO 1•1,=-✓ W/ /', mw,/ ccq,!,1rM45)c /m/ognc- ............. --- --- - - ----------- A/ _4 F 77- -IT .... ....... t ---I zo*oo e. C. 333,04/.Oo E 1, 6p 78, 035 Z(,o on UR -AT- 5 'JUM a 39 °SS .5'z 4 f; 7 *OZ " 55"'W 4 ♦ x 11 uu- - - - - -------------- - - - ------ ------ ri 'Or . . . .............. .................... C =TV L; A. iJp 17 �- .......... . .. . ...... ero As,oh- S"Y'll Rim, SAVH Rim 7 .......... . ........... --.1 ule VIE LA 7A 4 00, PLA 9(a 6CALj5: P";-.50' 7- 97-41 3 zA- -1, /0'"T 71 v 3A is ............. Jai 4 -7 D -0 /7- z 60 77, 9 08, 00 ----- ---- COMQ45C7 70 e)(IS7 4s 4o CeAcw Sq PL G.V. i5 V Vl- G.V. QT GX GY. g'F L Tee- 0� tv�,�,00,,Jt cAfl;) /,D,, Fr etA L I IV U W J LL O z m 0 Q rd S� } rlvi LJ ml - - -- - _ .. -- - -- -- ...... - _ - - - _ _ _ - - - - -- -- -- - - , I - - _ - - F j ..._.___ `C _ ...._...- I , . I III - - — - + -- - -I I_— - - -_ __ -- -- +_ - - -- -- - -- I — - - -- _ - - -- _ G t .. ... _...____. _..._....._. _. i I - - -- )kX51 -1 L //./E E.x /ST wA79,C J ,h c�8.27� - �EP/�1CaG �X' /S T C1. RVS �1 T�'-t +� OS 1% /ST. S7Z). ic.,J ,3 Z Co . 31x 7. Z 4- I S' u SEA'. V/C CrONrU CT -_ _ 4 = 40 ,S/ /.3 ,�c.�E w ,�'N• c�- t T. r - NEk/ L /�/E /� EX /ST T4 ��1,►! P/f L /�E k// = 2 oo � / Z ' r� T E 77 9ZS. s 2 New �,t-l. �' /'5L lkle Au6/1-/11 -fe" " - � _ �(o.S ° 49,43 of 10't 47 � _ - _ r ��� /N. G. _ / 4 ,2. Co / ' T•- 74.�49' - -_ _ � ..+� �j r't t %� �,✓ii -r fl,r t SII�FI__Rrr?1- ��,i /17 — �C3 . ^� a =5 A� �t' r b 3' --------------------------------- _ 2 D ._ -�. f ; n .. � F j J n, l/. - -\.�`� .�.....1 .Y^ -, ft I/ ,_i! ! .. -� - 'r \. \`'� 1 `\ J t :F' ; `" ".'./�•.: i �-'� `N" "; ";� , - Y 3 \," \\ t ^�.`y ,('I 1 \`t '..�� 7 I� 7 \ •. 1 'vl; J ti. {, \ \ \ t � \.mil {!y .(.._ / `\. W \` \ c 3f•• --� `e i , j"- ^ --^,4© 'ti f' e �T fi %` / 1�; i . �) `� ♦ \` \ \ t \ .��.\ . / V r'l 4 /' "".• \ \` \� `,. {' f i! {` ! ( �, -R t A' �; 1 r(� �\° \ / f pE%` T ................. N a'` i'`/'' \-\ 1`J °' 'i.`` ��`Y\ ��`` �` \� ......- s�•.,_..I �`` \„ , f "{. v�' �: �• • �`"\ \\. . \ f �' \` �, ! (`•_) `�, 1 -% i� = \` ...l,:l` t� W. ` V ` \, 1 � -�y .. ./"' ``. i.' �, \ .t� r.-/ —'-- '�- '�- .._...- ;�'� --'•' \\ ,�\ \\ �% �`\ / ` ° _ r ` \'�'� i�.%1i' �\ .S r %� \ ���•. `1 milli ;\ 'i �..�,.Y {' � "` � � j'' ���, I •.�`•.��.30 \ \ �� `` \ \` ~•• "" •..1- \'� 1i4ff' -° ^� Lr Oi.r/"'�/ IC �Ra•ar "i `i �i :i• .\y \• ';\ +`°:..� "�i. ! + J \, \ t*. 4� �k ;S�,r \ �' «— ` \\ .` i✓�:f` �/ r�J1, \ ,. 1. `t �'•�r -` � °1!t r' �{ /!�i jE_ \ (f'ht ",- ---�t"-< �'``` • - - - -- q., (1/,9 \ ( "'\. 1 \' /CJ'�+.V ��� •\ "j y,` `'� -f. ,J �'r.Yj(4 -.l [/t `°'i `'`,,, / Vs .Y.` \...._.•- Y4 /i+/'� \ / : , _. ......... `^.,.•.r` ._ -.... -t ......' ,r" _ " yC /, 4. .. 1 — ................. /'y _...._. -. _ C ' ........... \ l ' / I r. l l ,gyp - i , ,• r \ _ ..: _ m _. - 14!13, I \- _ ..... } f \ . 1 i -.. ..- ....:. //''�� rte' ' y:- �if? �L! Y , - .".....-_.: .. �v ,fit L •,, i /' } >f .. . - -., .., �.\ ....?•,.. _.% " i ," 3, i.. ,/ _i \ " >, y "1" " "\ )'Y V -, ,.{ 1' f '1 7^,., ' \ _�' \ .y `.` _-` •..` ..`'m � "" St " Z1% E j y` \ 'y \ _ ") _ \ tt f t "� , -• : ,/ *`� 'fF.., `� -7t.-� -'1, yl�� / /�.y H fit - 5f 0 \ `\� X /�,� i... \ i �, : �r ;, \..• \ ; i ` \ / l t} \ `� 4 i. i f � t % 0 \ 1Y C��.••� 1` {, \ jam, !j "_v -" tt �l '.`�.(. f �: :��'` �i ` """ 1 � "��\�� � •i ; ,� f y \ t � � � � "� n`vv � f t t \ \. -,� ''Y • � .� �`. -, _ ... -mss+. •� '.� `.: �.� k,. � "tom >.: ` '� ` , . C7v _ 8. C. _ !�/ 3 �ti, J Imo. - _ - - -_ _ - —__ �1 3210, /0Z-00 �./ .3 Z lo, 3 to 4 . c'70 ¢ / �f, Col - 5 / Co 7 e Z //, 0 0 / Co 7c31 Co � 7.00 - CoN6FCT TD EX /ST /, ACP CONNED?• 8O EX /ST o 1/0 I, . ',. ...'" xN :` "< '. ::5 :: is ::..•,. . -...:, .::..; 'Y _. $� .;... : -.; q. ff• <. .. wA"'s \ ,+t.. 2 s o 4 1 PROJECT LNGINEER R.C.E. NO. DATE JAMES M. MONTGOMERY r RECOMMENDED CONSULTING scaLE: DESI`Gn AS SHOWN DRAWN ZA 02oftll A4 CHECKI REV DATE BY DESCRIPTION A' P"0YED IIS `TRICT MANAGER: D A T E P P R 0 V E D DATE zy ; > < 44 H ;ice N SAN DIEGUITO WATER DISTRICT REVENUE BOND ISSUE PROJECT NO 12 PIPELINE PLAN AND PROFILE STA. 1+00 TO STA. 9+ 31 (ATMENA► ST. SHEET 4 OF 12 SHEET= wA"'s S U B M I T E D 2 s o 4 1 PROJECT LNGINEER R.C.E. NO. DATE JAMES M. MONTGOMERY r RECOMMENDED CONSULTING ENGINEERS, INC. `` JZ/U 23129 JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. R. C. E. NO. D A T E 2255 avENiD.a DE La PLAYA, Q A, n Fokrv;a 92037 A' P"0YED IIS `TRICT MANAGER: D A T E P P R 0 V E D DATE zy ; > < 44 H ;ice N SAN DIEGUITO WATER DISTRICT REVENUE BOND ISSUE PROJECT NO 12 PIPELINE PLAN AND PROFILE STA. 1+00 TO STA. 9+ 31 (ATMENA► ST. SHEET 4 OF 12 SHEET= _ ` •� Vo C 1 j GL Stc P t t 'Re-&c �� `t ` `" N�� �` Ctmv,) G\XRT G.V. p{ - z�' 6 Alc al.t _ a � Sl'°II�ArL ` Iet i) IbySn � S R 4 r l . WA, C ' ` • rte• I LL co 0 OrZ,Y&7=l 1 5,0 El A I all • • CUoCV,5 OA 7A 5* 9.57 7s- 6p& " 24'0&" /11/ S ZS-1 Z Z 7. 7 9 /1/ 21,01:5,1111"49, la -3zs/, 031. 00 / 40' LOCA 7o5 A L L ill & 7° 0 , 5 70. /0.01 E / 6a 7 c -57&0, 0 0 7-),- SSR VICC- C04;7,/��LAT 7-0 7' 9-57- AT (a'IACP R/177 75. F; 66 8 f-AW-IR/m, - 59, NEPTUNE AVE. "n V, =5 /7 00, 00 if /V - -4,-? 7-7. 0 0 \� .. ;�? � ; . �I -!' 'rte_ / j/ji' Y � tC' t'-� �.� - -�". � �,: ,��' (�t ��j f �� ( - �,JU�,t?(3�i ?f ?�tt H (.0 7e 4 Ic-co. 00 V-p Fl v b �j 175.1 eFxls 71 " 71007`-3Z**6 0 -3 70, 46po. 5 9 A-1 3z 4, 90 4.3 9 C- // (p 76, -5,557 / q- SCALD /= 50' "Abondonpd Il LU LL 0 z cc 0 ... . .... . ....... . .... ---------- . . ........ . ... ... . ........ . . ... ...... ----------- -1 1 ZZO 65- 41 837, 00 70 EX1.77. Co "ACI:5' URANIA X; / V COT xFIFO z I- -------------- - - - -- - -------- o oo L= /Z A5 C>A 7A -?Oo 0 LOCA79r ALL Z. 00 T SEZ�IM5 T= , e- U7117 d ry) 9 eErF%.-4C,=- d5"X/-S'7' SERVIC"= �e COA-44-16FC7 TO IY W /�X""4FG,/AAS W/ 7/-/ / " MIA-1. conxilr=R —.J L----i F71-L-1 r-n . ......... ... Y /0 .. . ....... 7 77- 7 --- ---------- . .............. ------ / ..... — -------- ............ ------------ . . . ...... ............ . .... . .......... ................ . - -- -------------------- ................. . . ............... .. ............ . . ........... ... . . ............ — -------- ..... ..... ....... .......... --- - — ----------- A . ................ ---- ------- 4-10 Z O/V F f. jj IVEIAI I=H. 60,gz, 3.eo, 00 FL, A -5 : / A� 0/ CALE -_ .5 230 v9�Rw— -- - � I - -1-1 . ...... . ... . .. , - ----- ---- ... .... .... ...... . ... - . . .. . .... . .... AJ?1--07 AFXIS 7'1"6 4 " 70 �330.1-404400 COAP4, 7-0 XIS 77 ;�O* X reer, use o ---------------- .... ......... - ------------- — ----- — -------- - ----------- -- .......... — - - ------- ............. - -------------- - ---------- ........... ........ ............. 0 X Ai ol it i /Z Z 7. E-T�11 60, go doo 'Oo k/ 7% -- - - - --------- .................. . . .............. .............. ........ . . ........ ti Z < OK ----- ----- /* J 1 514XONy RD. &33, 000.00 SHEET ro OF 12 SHEM G V (, (-toj We %% %e,k Wc� e PL XRT k)op)-ol/ ON S G xlT le ,ACtlr k')ifOmt' Q �. VD =N Q �- n x w "O �yQ LS t' A;f�e�Cc�e s" �S� L �T O� � 19 SM•N. `Z���a1o82 �o �� � Seer �x� ko 4V3L ko- �" A.R. i. 3' x - E G� oz G.y, Cto� f — _ (vl3�'C. Ct. X00 3 i s is i II I to, i i 4 I A . " „'its . _.._ �.- ,w.x,,.r. •...E . t +' ° -' "� e � .i "�"s, ,rt ..W.�,,.�q a `:l w i S u U Lij _j U. 0 0 i 2/0 ol /4-00 N 72 COA1149 C 7 " 70 EX '47 77 Co k// 7 wG "52 ....... ..... .5, _t- a 0 2010. i�,'g 1-1161-1 e- /A./6 EX/ST WATER SE;< VIC45-5 10'45g S, 4D W, C), S 7-0. A4F*," Z- 11,1E 7-0 45 19Z-t-)Ce4ClI IAI EX /ST. r° /PE Al_16i"MGA1r c dlt� co 60 0, .5-4 9. &S; S_f -7.50 00AAlECT 7-0 EXIE76pll . . .......... ........ LOCAT� Al u 71,1- / ry So;;r vin5 PLA LIKIP.s —.1 - - - -504LF-*1`-50' I _1. _.l.. _ _ i '�, '. _1 !- K I IVARDO RD T_ 1400 E 1-o 7!0 " 4 7/. 0 Co4ke , C7 70 EX /ST, 1A V67 W1 /2 /0 ~ 94Z). IDE TA 14.. EE l L HWY /0/ v 53 , tk 4 14 53`� Ix U/ I Mlow 4 A rl- r IN, Copc- L Z. is 7 \0 Aspli. r Qz pa w 7-0 .Milk, MEN iffil ..... . ... . A- - - — -------- CA A VE -- - ----- - ---- /nv -- ---- ----- .7 — --------- /I SCALE: AS SHOWN - mmmmmmmmwk� DESIGNS_ DRWW'1;24 4_46J��_ CHECKED'=g��& L� SUBMITTED 28041 PROIECT EAGINEER Ul R.C.E. -9-0- 0 A T E JAMES M. MONTGOMERY J� CONSULTING ENGINEERR INC. 1' 2255 AVENIDA DE LA PLATA, LA JOLLA, CALIFORNIA 92037 - APPROVED 2- A36 4. Di TRICT --'Ii_A_GER_ DATE v f 1�'APPROVED SAN DIEGUITO WATER DISTRICT I SHEET 1 7 OF 12 SHEETS I REVENUE BOND ISSUE PROJECT NO 12 RECOMMENDED -xwo-� 23 129 g5�,10 -8 157 JAMES M. MONTGOMERY R. C. E. NO. D A T E CONSULTING ENGINEERS, INC. I i - DATE 0 I PIPELINE PLAN AND PROFILE STA. 0+25 TO STA. 8+82 81 (RIQUEZA ST.) STA. I t 00 TO STA. 2 + 9 3 (ANDREWS CROSS. ) 'CID 14-156.4le izec'4*0 o2dwIlm; REV I DATE I BY DESCRIPTION co� L'A �- \ 0 4 h `Vt q X qk-a C� in'1ib�iP v o PF, qr p° 0 ,i - x { i .- .. -_�, kt a.. _ _ � ... mom- �� @ �_ ,- �L!'�" •��.... � z.�...__. #<ti�i�` _..... ... -.�.. i _- �".:.c^. -a. -." } __ .. Z i i _ I i i �I 1 I: I , -t r s i p - C., -- , lid W lfkV7 r . . . ......... . ... . ... . ... . .... . . . -- I k V. 1400 3 4 1400 2 3 ¢ GocAT� AGG. �°• .Z. CUleV,- pq 7A 14 374, 4Zlo.09 - NEW FN. g c SS00 Z*400 10 84, L7 f NE z f ri ` ' / \ \ � � _..._ _V +_ / .. ._ ..- f-- ....._,._. -..� t�,f F f• t \ t � i � t -rte. - l � /ire J-J�"i Jl�1i afrf i i - /'.,. x '.7.. V V W J LL Oka L1 A �3 t- Ios � SCALE: DESIGNEqOZ. AS SHOWN Z zp -fir N1N �eEGoet� ,D,�1kt /N� p REV DATE BY DESCRIPTION n Grou'na: To c' 17t".3currd 0 0 /y /{ :•,J' _ �—�y! / �. 59 2 90.00 -._ _._ } ( iiiti} } i } +i. ...1 Rr f�:�ti/ � \ r'i rC �. CA1' EN ¢10 zo,<.1451 2, 77.8o ¢ * 0 Z. (o 4-,418. & 9 -- 3 ! 413 ?s" 0 / 1, (08 4; 3�(•. � � E /, Cv1� 4, 4 76.69 4 f /70 /JV •�fo9.33 3 3 4 0. 00 F77 �5 /, we 4,4 83, 4O COAvNi5cT Ta ' S SUBMITT D l A P AP ROVED PROJECT E &G I J J ��- s -7 ............. -� . I — .. _ .............. J_ s i p - C., -- , lid W lfkV7 r . . . ......... . ... . ... . ... . .... . . . -- I k V. 1400 3 4 1400 2 3 ¢ GocAT� AGG. �°• .Z. CUleV,- pq 7A 14 374, 4Zlo.09 - NEW FN. g c SS00 Z*400 10 84, L7 f NE z f ri ` ' / \ \ � � _..._ _V +_ / .. ._ ..- f-- ....._,._. -..� t�,f F f• t \ t � i � t -rte. - l � /ire J-J�"i Jl�1i afrf i i - /'.,. x '.7.. V V W J LL Oka L1 A �3 t- Ios � SCALE: DESIGNEqOZ. AS SHOWN Z zp -fir N1N �eEGoet� ,D,�1kt /N� p REV DATE BY DESCRIPTION n Grou'na: To c' 17t".3currd 0 0 /y /{ :•,J' _ �—�y! / �. 59 2 90.00 -._ _._ } ( iiiti} } i } +i. ...1 Rr f�:�ti/ � \ r'i rC �. CA1' EN ¢10 zo,<.1451 2, 77.8o ¢ * 0 Z. (o 4-,418. & 9 -- 3 ! 413 ?s" 0 / 1, (08 4; 3�(•. � � E /, Cv1� 4, 4 76.69 4 f /70 /JV •�fo9.33 3 3 4 0. 00 F77 �5 /, we 4,4 83, 4O COAvNi5cT Ta STRICT MANAGER RECOMMENDED CONSULTING FNGINEERR INC. APPROVED Ll/ , ✓� /G*�t2�1 2 3 1 2 9 b7- /O - ,9S JAMES M. MONTGOMERY R. C. E. NO. D A T E 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 CONSULTING ENGINEERS, INC. MUM 0 f DATE DATE SAN DIEGUITO WATER DISTRICT a n r. r_ I REVENUE BOND ISSUE PROJECT NO 12 8 PIPELINE PLAN AND PROFILE STA. 1 +00 TO STA. 3 ♦ 6 8 a (TREASURE VIEW) STA. 1 +00 TO STA. 4 +09 ( BRIGHTON AVE.) OF 1 2 sMEETs ,. ' S SUBMITT D l A P AP ROVED PROJECT E &G I J J MUM 0 f DATE DATE SAN DIEGUITO WATER DISTRICT a n r. r_ I REVENUE BOND ISSUE PROJECT NO 12 8 PIPELINE PLAN AND PROFILE STA. 1 +00 TO STA. 3 ♦ 6 8 a (TREASURE VIEW) STA. 1 +00 TO STA. 4 +09 ( BRIGHTON AVE.) OF 1 2 sMEETs ,. n kj C i 6 V,Tx, e Ira . { (Oo oa G" V LXRT 6.V, } 3{ 6 v. `fie � �LXG L � Gly, C o e M l � 1 e� S fi V C o x �1�� � lk 8 !✓�xlt G. � T C1 46 �o r Q "K b" lee �) as It T��. �� g'S i, T � n ' ,1 NJ5 4 , 14 b`i s r y. S z TRENCH W✓D rH MIN. - PIPE O. D, f 12" MAX. -PIPE O. D. 2,r O '7� r9AC/fFIL L S CON T. (SEE SPEC.) AS SHOWN ♦ w $P'4 TIES & 24 CONCRETE �� II % (SEE SPEC.) ICONCRrEM SET FLUSH IN PAVED AREAS- . 2 AREAS- to 2- O "SOUARE CONCRETE PAD,' PROVIDE VALVE STEM EXTENSION WHERE DEPTH r TO OPERA TOR EXCEEDS S (SEE DETAIL BELOW) 6" (CLASS 100 AC PIPE REDWOOD BLOCKS _,.✓'''r 2 -2X2'; 12 "LONG CRUSHED ROCK —''"r GATE VALVE INSMLLATION-` 2' MIN. 1/8 " FLAT PL. CENTERING GUIDE d' /0 rE: Pro vide, protective coating to exterior surface of valve body in accordance with specs. Vr!1 SET 3 "ABOVE GRADE IN PARKWAY 9 SIMILAR AREAS (— FINISH GRADE 8 k2" I.D. TRAFFIC BOX WITH CAST IRON FRAME "AND COVER MARKED S. D. W. D. AS MFG. BY SOUTH BAY FOUNDRY NO. SBF 1208 OR EQUAL UTTERFLY VALVE OR LUG VALVE /NST. P ;4NWA SQUARE DPERATING NUT I- 1/4 "D /A. STEEL SHAFT EX TENS /ON MACHINE TO MATCH NUT 4DAPToR To FIT AWWA SQUARE NUT PAINT POSTS PER S. 0. W. D. SIDS. 4" D STL. PIPE FILLED WICONC.• �w il! - r r2' "D s O s tp ,FIRE 14YORANT INSTAL LATIOAJ AS PER S-0-WO. STD. LOWG. ND. P- 2 POem PER HrDRANt 07r) 210# Z= C) " S19EEY 900E d /V otm p. 5L /, COMREIE TEAR /IYG 73 OF TEE AREA TYP "s 7591E /00% f /00 9e OF 900 ELL PLANS d ti 75 9� 75 96 75% 75 %OFE P TE D — UNDIS rURBED _ VPLUG EARTH. TYP. TEE I!00;75 %NOTE: FIGURE( /00%)Ar THRUST BLOCK INDICATES OR CAP PER CENT OF TOTAL THRUST TO BE APPLIED NOTE FOR BEARING AREA. ARROWS (--) INDICATE THRUST'D/RECTION LENGTH /8" 318" r/E ROD rYP. ' 5° MAX /00% PImmr of coNcRErk TO RESIST ✓00 % OF TOTAL THRUST COMMA. ffzn 05 BARS JL VERTICAL BEND NOTE: CONC. FOR rHRUS r BLOCKS TO BE 2000 PS. /. DEFL EC rIONIJO /NT FOR P/ PES 3 12" 9 3 0MAX. 14 " -24" 50% 50% 50% CURVE THRUST BLOCKING /00 % OF TEE VALVE C C � v x to TRENCH WIDTH MIN.: PIPE 0. 0. f 12 MAX.: PIPE. O.D. -f 20" II I °111 - �ni= 111 A In =nl COMPACTED BACKFILL SEE SPECS. c'_ PIPE S /ZE DEAD END OR TEE 900 ELBOW !/I A' - 2 of 19 v H l�l 2 T T 4 W 55 b 15 4, 67 �•i 5 ✓ 26 IO BACKFILL SEE SPECS. c'_ I 3/4 M IN. W/ 0 QL -4 "BEDDING SEE SPECS. /CAL TRENC14 WCNON rHRUS T PER PS I OF WA TER PRESSURE A r VARIOUS F/TT/NGS PIPE S /ZE DEAD END OR TEE 900 ELBOW !/I 22-1120 ELBOW 2 of 19 v H 15 4X, r to W 55 h 15 4 67 I 3/4 M IN. W/ 0 QL -4 "BEDDING SEE SPECS. /CAL TRENC14 WCNON rHRUS T PER PS I OF WA TER PRESSURE A r VARIOUS F/TT/NGS PIPE S /ZE DEAD END OR TEE 900 ELBOW 450 ELBOW 22-1120 ELBOW 4 19 27 15 7 6 39 55 30 15 8 67 94 5 ✓ 26 IO 109 154 84 43 12 155 218 119 6 ✓ 14 210 296 161 8 2 272 383 209 /06 t16 35/ 494 269 /37 434 611 333 169 24 623 878 478 P44 EXAMP4 E 8 -INCH 90• ELBOW, PRESSURE: 2001& r'SO. FT. FROM TABLE- THRUST = 94x200 = /8,800 ID. ASSUME BEARING STRENGTH OF SO /L =2000 ✓D Isa FT ✓8,800:9 4 SO fT = AREA OF BEARING REOUIRED. 2000 FOR THRUST BLOCK. SIDE THRUST PER /00 /b. /SO. IN. PRESSURE PER DEGREE OF DEFL EC T /ON PIPE SIZE S /D£ THRUST - /b. PIPE SIZE SIDE THRUST - /b. 4 35 14 377 6 72 16 486 8 122 18 665 to 197 2 0 790 / 2 278 2 4 //50 CARDBOARD SEPARATOR TIE RODS y MULr/PL Y THRUST BY DEGREE OF DEFL £CT /ON TO OBTAIN TOTAL THRUST :P. 1 1 ' /00% • NOTES-. ,. /. IN USING rHE ABOVE TABLES, USE THE MAX /MUM INTERNAL PRESSURE �- ANTICIPATED (i.e. HYDROSTAT IC TEST PRESSURE, POSSIBLE SURGE VALVE IF SHOWN PRESSURE DUE TO PUMP SHUT -OFF, ErC. ON PLAN R. SEE SOILS REPORT FOR BEARING STR£NGrH OF SOIL. IN rHE ABSENCE DE40-END OF A SO /LS REPORT, AN AVERAGE SOIL (SPADA8LE MEDIUM CLAY) CAN BE ASSUMED TO HAVE A BEARING STRENGTH OF 2000 P. S. F. CONCRETE _ Tyffll✓vr & -OC Val ,C. SCALE: / SUI3MITTE p, Ap�4tOVED OESIG 28041 IV rJCr� LE J E C T I N E R -Tt. G L � D- JAMES M. MONTGOMERY iSTRICT MANAGER` ` RECOMMENDED P3129 CONSULTING ENGINEERR INC. 'APPROVED CItECRl� JAMES M. M R. C. E. D A E RE11 DATE et► DESCRIPTION CONSULTING ENGINEERS. INC. 22S'3 AVENIDA OE LA PLA'rA, LA JOLLA, CALIFORNIA 91031 DATE DATE I. ALTERNATIVE TRENCH SECTIONS (A.S and Cr ARE FOR UST-: ONLY WHERE STABLE:, COMPACT SOIL CONDITIONS LIST: A. Vertical hrenviViwalls- Section (A`) 1. For depths up to S feet, no reach mppoo h required',. 2. For depths exceeding S feet, shoring or solid sheathitte is required. B. Sklping trench walh- Stctiett I. Sk)ping trench wall section shaft not he vwd withoW approval 0' engineer. unless spre icany desrSnated on plans or in specifications. '—. Except as approved by engineer• mtsupported sloping trench walls shall not be steeper than 3/4 horit to I vtrt. C. Comhitlation of vertical and doph trench walls - Section CC I. Trench depths not exceeding 5 feet shall have vertica walls in pipe zone unlen otherwhe approved by engineer, or wherry specified. '. For trenches with embfned walls and any depth exceeding 5 feet, design calculations by a reps tered civil engineer and approval by governing agency of support methods are required. '_. WHERE NET, UNSTABLE OR RUNMNG SOIL IS ENCOUNTERED. SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. VAR *?ffdP Z�hGtN CP G� MIN. "a• PM)DL& CPL eS. CL R. INS�Ud 170H J LING !1ENER✓ 10 BE ,AAMOVED R htVfE LA�ERA L Or D/9!R/CT Q' 1 I r �. wwwwwwwwww� ►w�w�wwwwwwwwwwww�ww�www�www� w�w�. �ww�l► www�► wwwwwwwwww� .wwwwwwwwwww��n.�.wwwww�.wwwww� i i R, A, M, I 6ANITARr VRIVER CRO59IMS VAR. SAN DIEGUITO WATER DISTRICT SHEET REVENUE BOND ISSUE PROJECT NO. 12 9 TYPICAL DETAILS oR 12 SMEM U W J_ LL Z as 0 rsr. & "Acp -v ,,,,► - - MEW CTYP.� 46 rATE - - -VA ZVE - - , - " CC/T s1 �°L UG,4.SleEQ 0 - - - --- -- - _,, ��'�W � _ Zo .. TES �� _ �, El�la,VE EXIST - CP "SATE .Y�1 L . �---- 6" GATE !VALVE - 8 GATE AA' I- V, ���� .6 )(/sr to _ _TEE YQLYE .SAC ✓AGE `Tv S. o /_./D O c RE- '140 � D � \Vl AS ,�EQb__ E�!S E� _ . _ �,B ,.�$ANC50�� •:_ _ 8 ,x Co ,2E1� 4�COrVN.. r TO EX /S T. -_ &o A G - - - - Co "AC - - - - CuT ,�'�uG ,� s reEC C , �, ,.--� ,� a - "=W /Z ,,,r. =EXisT G"AICP o ,REPLACE EX /ST. SE,e VICE . �° C "KJEC T ✓o%✓ AT 46o o �� �''�,/ "";i - ( "A C FC T1r Awl OE TA /�. COl\.1�E C l alsll l - ..ETA / L C c olUh.l E CTIols 'ICE /L c- ,f 54444 � �1z>�A1A7ED wrTN ,a/S T,e/C7 ¢ YD,CA ,oQ r -- Z° L=-X /s7. Z" PvG rz A L'� Gi�TE 1T,4�VE --- ✓ sT To EXrS' T. 2 '' t' /G 0, 7T kAc. VE A 71.4 SE'S oo,-/; - J/ALI/E S' . 4S 4EDl10E,Z EXIST. Co "AG - - - -- /VCJ2MA LL Y CL SEI�%' V,i�J �" GATE YALVe YIS 7. �E� Imo. -_ �' _ ._ /S��k✓' :8" r„_— �/�1c/ $ S .,�Q '17. -- - - ..CUT �` i°LUG p e'XtsT t6 Ac ..- C T/O/, .✓ ZETA 14, CON, ECT /OQ DETAIL I 07 CONNECT10l.1 ,aEiA /L md. 3 z!FX /ST. & "'A C - - - -3 - 3 ", -'JOA 0 cau�L /SIG --- -I�Q�E Z, _ lo" Co''GATE - - _ Z5MOVE - EX/S T C.Z. /a //°//V'6 - - 4- "- 7eE _ - J 7EE AS ,e 0 4. cur f, TEE 0 �✓.4LvE EXIST. - YA 4 V -, EM ©vrNTE i ha C�TIC i'�.I ,DE7A /[.. J C01U1%,1EC % /dl-.� T /C. CIJ EXIST. /Z ".4C _ A%E%ST _ A✓o2/IAA/0 i /Z" eSA7 I iL 1lE C OUPL ✓A.✓G (TYP. ) �P COA. �EC -TIOA J DETAIL I , 1 Rot1 wo aR OEVELED ENDS IN DIRECTION OF PULL TA SR►O ASSEMetI AS SHOWN AT EACM PIPE ARI rD►DS CREATED BY BORING, JACKING OR TUNNELING SHALL BE FIL LED BY PRESSURE GROUTING T S SEE SPECIFICATIONS FOR INSTALLATION PROCEDURE AND REQUIREMENTS. REDWOOD SKIDS SHALL BE LUORICAYED AND TREATED WITH NON - PETROLEUM BASE PRODUCTS IN ACCORDANCE WITH PROJECT SPECS. FOR CASING LE/1►6TM AND SECT /ON CO �✓EC T /t��../ �� /L _ G s C�7UPL //,IG E X /ST._ co " Y.4L &-X /S T. &" i /2;'"X_Co�` Cas.S riNCAL REDR000 SaD MIN. ► I ?'A.0 P CLASS ISO fRESM A en *� I • I If / w2T PVCACLASS 150 ,OJt I • Zc PVLLMV CAeLEE -' 24'0.0. x0.375 WALL FFP STEEL CANDfSALv? WELDED srL PIPE CASII►Q SECT IONAL ELEVATION SEAL ENDS AFrEA, IMSTALLATION AND rrsrINC N9TM SAND BAGS -- CARRIEII PIPE PLAN K8 PLROFILTE NS SEE S ?"EFL _ C A S,��.�''G _ � Ar' "p AFTER INSTALLATION Pula �ARRAER PIPE I ! IN DIRECTION OF INCREASING PIPELAW s rA r/oN SEAQ CA V" ENDS AFTER r£SrWG CARRIER PIPE S ro s" -v tmw REDs00e SKOS, EO SPACED ✓TYP) I' w►OL SrL, &ARO frtPl SrL CASM6 CARRIER PIPE PILL ANWRAR SPACE AFTER \ rEST /NS CARRIER PPE WITS' CLE40V SAND SEC r /ON 3 I S • --),OA &ZI01-1,701V J ✓00(JPL /,vr' Alig kl 8 — to GAI TE 1A1 L VE- - /y�W to M57 46 _ A v Z� - -- - CO" RE1�UC eE'&1Vv4F EX /ST (o &w7o!5 ;o'AcVE �►�! EXl S T .8 "AC - AIE,W 8 " VAI-VE A S 'CEO 13. „ - 3 =3 ✓�'T�,�i �' _ E� /ST - �5X /S T. Co 0 AC — C`OA11'w✓EC 0 T �. _ /�.1/`J C` -TION __10� � EX /ST. r� 1LL. 8 SCALE: N 0 SCALE Z! DESIGNS B/ DRAWN CHECKS SUBMIT D V 28041 --�-9 p-�- PROJECT NGINEER R.C.E N0. ATE JAMES M. MONTGOMERY CONSULTING ENGINEERK INC. 2255 AVENIDA DE LA PLAYA LA JOLLA, CALIFORNIA 92037 APP�OVED It 2F; � ��RICT MANAGER DATE SAN DIEGUITO WATER DISTRICT SNEET 10! OF 12 SHEETS REVENUE BOND ISSUE PROJECT NO 12 RECOMMENDED ✓ � 23129 _�,v -es JAMES TON GOMERY R. C. E NO. D A T E CONSULTING ENGINEERS, INC. P P R 0VE D DATE CONNECTION DETAILS �A 44 ,ems 41PIN4 _ _ __ - -_ REV DATE BY DESCRIPTION