Loading...
1982-109-WO:. , L d II - R I Y u; t b A Y I , o� EI I - -_ A � n I I J � SAN , a rr-v-7�., r r �I w s _r v N Q-1; 1�j 17, ONS d _ II - r • _ J � I 5 F-° I I � - , s Sz r I - ' -- e' a1k yy r , , -.: : , .. li , - . r.,; >. 'y.,, •:4 '2'":.: , . �, y' !;.. 6,57 i i_ ,. - 1 1 _ ... , ia: J, k:> Ad di. '.. ` : d`•�' -- 1 ,..:':,1 „! '. . IYM _. :'I. - ti -� - LJ d i I i _ \. -_ - -. - - - : - . - _ :... _ 7 {'iflp � • °`� ,� � S'As i r j 1 s: w �R , o 1 - Sy1���i� {•� k ` i `9 _ a 3�a c is yy «., .'e. ._. 'I � - - : _ _ _,� - �.,. '— �i �... .. . -.. - - - :4.._ \.__ >» :. :� � � •r� �?y `.:: �! I' fty, �tt : iit � �.aa '� D w�” �:. ayg$ g ..,'•`: z. �_ ., � � `" -___ i _ 'r y � � des lliq «��� a�, ya � 1,�� _ iii a , BOARD OF DIRECTORS _ , 3 +� i. I DIV. I F. B.WESTON , R I , 1bu n u , _ DIV. 2- — R.E. WEI DN ER a: — _ H I ELL X DASH 3 w , xa4, _ u _ II -- DIV. 4 — LARS D. FAHLBERG : e MICHAEL G. HARRIS S DIV. 5— f � I } _ I , i tlj7j OMERY e"Po""m", N S U I NGT N EE RL S do�%I. T I NG �E N JAMES M -NTG �LO J ` II i , � � �"-',., .., ", _ , fin.,,: � , v- ;• � i si.Ktr - ` 1 ,i _ 1 µ ..:- -a:. _.� s ... -. ,3 -.:.. :. ,...A : , ,.... ,. . '. ,�...,.�«:. . <_ -" • :. ., ,- _ -- '. � _ A. � as _: -_. ...,. -... .. <.... ti,.,.. ' ,.- _ ..- , ". .' °'>.: , , - :> -�'.. ., - -. � -' . ,» .. _ -. :. _:.. -, .... e. Y.3..... ''mac, ,+.�... _ �� � ser' _ �- . _...+ . .. �...._ ,� •arm r•x,y y r � « �,,�- .ppx =.. .,.� ,,,.�.,..,vaa. >a§°: :'�+r .r3T - �. „a'_• +:t., .. ,�w�e -._ k �- :,.+.� ,p 1 -�� Ni. - I II I i q I Ili I i I I p U • N SpoSO 1 LM�a SII OW Td S9 aon•e.hel. Wit o r•. Hodp•. ..•.h. e•.w•.N cwam_ -IM- Rfroc %Mt it 6r S3 � ss S.IM ewd o w 0 ro"k •Y _ AI Mt S[ Poway - - $aw rlt.nb PROJECT S21 61 Re,. i - VICINITY [I I I artiness 395 % •..rw,c.y Lai. Lakeside dilennlnp. 5 DI it or I... .S6.w Alp - C..r.•r.• buvr r. Sees: . to Crests I 1. J• rsNk • A V»r Gaww,.b MY11ay� Ee S•..r•.f El Cajon 8 r.n a Mein W uw.nf ,ptwote' Rr, "va;iJ Spri •Sa Grove rwa 94 1Co. ,M,,,I Oe....r. sra•r. Dieg S titter Son Di oO° Ran. ROr Oronaa� �`�Ndl. se..y.w upper Orey uYanlo National City Unite Rer 9 NAT1MON' �h to Vista Oel.« 5 lower ofay i Imperial eac _I. N•.ro, r'Iun yr4r. .r.r� ►•..^'err r r.r.r.r . VICINITY MAP 1p 20 SCALE IN MILES LOCATION MAP 2 0 SCALE IN MILES Yet` .....err )u' s II se i it I II III LIST OF DRAWINGS I I' G-1 LIST OF DRAWING S AND GENERAL CONSTRUCTION STRUC I ON NOTES ' SCHEDULE I PIPELINE PLAN AND PROFILE STA. 1 +00 TO 9 +38 PIPELINE PLAN AND PROFILE STA. 1 +00 TO 3 +74 2. PIPELINE PLAN AND PROFILE STA. 1 +00 TC 9 +00 PIPELINE PLAN AND PROFILE STA. 1 +20 3 +60 - 3. PIPELINE PLAN AND PROFILE STA. 3 +60 15 +68 4. PIPELINE PLAN AND PROFILE STA. 9 +00 20 +00I 5. PIPELINE PLAN AND PROFILE STA. 20 +00 23 +31 I PIPELINE PLAN AND PROFILE STA' 1 +00 3 +65 6. IPELINE PW AND PROFILE STA. 3 +65 9 +15 { t 7. PIPELINE PLAN AND PROFILE STA' 9 +15 TO 16 +33 SCHEDULE II IPELINE PLAN AND PROFILE STA. 1 +00 9 +20 8 P • 9. PIPELINE PLAN AND PROFILE STA. 9 +20 910 21 +20 F 10. PIPELINE PLAN AND PROFILE STA. 22 +23 TO 29 +94 11. PIPELINE PLAN AND PROFILE STA 29 +94 TO 43 ±53' { 12. PIPELINE PLAN AND PROFILE STA. 43 +53 TO 57 +50 13, TYPICAL DETAILS - - 14. CONNECTION DETAILS Is I - - �- It :n. " TIO w{, � N NOTES GENEtAL CON S' { 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH SAN DIEGUITO 0.. PROJECT BENCH MARK DATA: EXCEPT WHERE WATER DISTRICT SPECIFICATIONS AND DRAWINGS, - - �- WEST OF INT. WEST- ION i - - STREET C.L. MON. 115' MODIFIED-ON THE CONSTRUCT DRAWINGS AND SPECIFICATIONS. LAKE STREET AND ENCINITAS BLVD. STA. 21 + 90.23 - _ ELEV.:146.28' M.S.L. 2. CONTRACTOR SHALL REPLACE ALL PAVEMENT AND BERMS DAMAGED DURING CONSTRUCTION, IN KIND. 1. CONTRACTOR SHALL ,VERIFY LOCATION OF ALL UTILITIES PRIOR _ - TO COMMENCING WORK. REPRESENTATIVES FROM'APPROPRIATE g 3. CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL PROPERTY - , IRRIGATION UTILITIES SHALL BE NOTIFIED 48 HOURS PRIOR TO FIELD LOCATION,= `�. IMPROVEMENTS, INCLUDING FENCES, TREES, SHRUBS, t PIPING, AND LANDSCAPING DAMAGED DURING CONSTRUCTION. WATER: SAN DIEGUITO WATER DISTRICT 753 -1145 SEWER: LEUCADIA COUNTY WATER DISTRICT 753 -0155 4. THE DEGREE OF ACCURACY OF HORIZONTAL MEASUREMENT SHALL ENCINITAS SANITARY DISTRICT 753 -6639 BE + 0.1 FEET, AS MEASURED BETWEEN COORDINATES. GAS AND ELECTRIC, S.D.G. &F. Z35- 6323 ^' N, � I 496 -5 5. ALL FITTINGS AND VALVES, 4" AND- ABOVE, SHALL BE BLOCKED SOUTH COUNTY GAS�II TELEPHONE: PACIFIC BELL 298-0595 , AS SHOWN IN DETAIL "E" SHEET 13. \. CABLE TV- TIMES MIRROR TV CABLE CO., 942 -8883 \ - ` UNDERGROUND SERVICE 100- 422 -4133 6. ALL WATER SERVICE REPLACEMENT REQUIRED SHALL BE 1" COPPER SHALL BE RETURNED MEASURED BETWEEN THE NEW MAIN AND THE -METER BOX, TO S.D.W.D. 12. ALL SALVAGED MATERIALS _ 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. 13. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES. 14. MINIMUM COVER OVER THE WATER MAIN SHALL I S E 36 INCHES. _ y 7. LOCATE ALL UTTLTTY 5ERVTCtr LINES, By POTHOLING,, PRIOR 7 TO CONSTRUCTION (WATER, SEWER, GAS, TELEPHONE, ELECTRIC, j { 15` ALL 2' MANUAL AIR RELEASE METER BOX INSTALLATIONS SHALL TV CABLE, ETC.). - BE SET DIRECTLY OVER CENTER LINE OF WATER MAIN WITH CAST IRON TRAFFIC COVER. I ' 8. ALL NEW FIRE HYDRANT INSTALLATION BRANCH TEES SHALL BE ' FIELD LOCATED AND MARKED BY SURVEY AND VERIFIED BY 16. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL- CONNECTIONS � - POTHOLING. INSTALLATION AS PER S•D.W.D. STD. DWG. NO. TO EXISTING PIPE TO BE JOINED BY THE NEW1IPIPE, PRIOR TO � s P -1. COMMENCING WORK. - m _I q 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 SHOWN. I 1 I L . l ` r - y v,, � -`..._ ��.+�x -•: _ -__ . _ _ III R(•[^ i pn•1n � _ 1 it t r y ,° _ 9.IMr«k J_ �CAM►105E HN.PFNDLETON _egoM1• YSn� ►ehr MTN PalomerMtr ►ALOMAR 3.102 i S1S ?�,.' � -.. 5 RO'N• ir=n.t S Vle4•r,i+ 1i Su 76 Sr ►.a... mt. i` ►.e... V•Mr :r L a r;oe•P r .i% 1. t•u• . I � i R•.eeR 395 YIrNO. •Itrw•p $1 Joke R y J rrs ^ tub gor 0 Se. jelf a.r� °` j^ 16 r•NT.e Oat S6 00-sor Vista Valley c.«« Oceanside ,� a,•.r...r R«» Men Md• pu o rata t.... eaYe W°huord [Flock Mtn. Ago oon Losl CerlSbod Apuo H•drenda SM Mwc.s is ondido Lopoo; l.Ye C, Pacific otoquita. • 510 son Marto. to oen R•rw•.y M•• SL So. Poste•[ d� s R.6 nd r9 {+° R•. p U • N SpoSO 1 LM�a SII OW Td S9 aon•e.hel. Wit o r•. Hodp•. ..•.h. e•.w•.N cwam_ -IM- Rfroc %Mt it 6r S3 � ss S.IM ewd o w 0 ro"k •Y _ AI Mt S[ Poway - - $aw rlt.nb PROJECT S21 61 Re,. i - VICINITY [I I I artiness 395 % •..rw,c.y Lai. Lakeside dilennlnp. 5 DI it or I... .S6.w Alp - C..r.•r.• buvr r. Sees: . to Crests I 1. J• rsNk • A V»r Gaww,.b MY11ay� Ee S•..r•.f El Cajon 8 r.n a Mein W uw.nf ,ptwote' Rr, "va;iJ Spri •Sa Grove rwa 94 1Co. ,M,,,I Oe....r. sra•r. Dieg S titter Son Di oO° Ran. ROr Oronaa� �`�Ndl. se..y.w upper Orey uYanlo National City Unite Rer 9 NAT1MON' �h to Vista Oel.« 5 lower ofay i Imperial eac _I. N•.ro, r'Iun yr4r. .r.r� ►•..^'err r r.r.r.r . VICINITY MAP 1p 20 SCALE IN MILES LOCATION MAP 2 0 SCALE IN MILES Yet` .....err )u' s II se i it I II III LIST OF DRAWINGS I I' G-1 LIST OF DRAWING S AND GENERAL CONSTRUCTION STRUC I ON NOTES ' SCHEDULE I PIPELINE PLAN AND PROFILE STA. 1 +00 TO 9 +38 PIPELINE PLAN AND PROFILE STA. 1 +00 TO 3 +74 2. PIPELINE PLAN AND PROFILE STA. 1 +00 TC 9 +00 PIPELINE PLAN AND PROFILE STA. 1 +20 3 +60 - 3. PIPELINE PLAN AND PROFILE STA. 3 +60 15 +68 4. PIPELINE PLAN AND PROFILE STA. 9 +00 20 +00I 5. PIPELINE PLAN AND PROFILE STA. 20 +00 23 +31 I PIPELINE PLAN AND PROFILE STA' 1 +00 3 +65 6. IPELINE PW AND PROFILE STA. 3 +65 9 +15 { t 7. PIPELINE PLAN AND PROFILE STA' 9 +15 TO 16 +33 SCHEDULE II IPELINE PLAN AND PROFILE STA. 1 +00 9 +20 8 P • 9. PIPELINE PLAN AND PROFILE STA. 9 +20 910 21 +20 F 10. PIPELINE PLAN AND PROFILE STA. 22 +23 TO 29 +94 11. PIPELINE PLAN AND PROFILE STA 29 +94 TO 43 ±53' { 12. PIPELINE PLAN AND PROFILE STA. 43 +53 TO 57 +50 13, TYPICAL DETAILS - - 14. CONNECTION DETAILS Is I - - �- It :n. " TIO w{, � N NOTES GENEtAL CON S' { 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH SAN DIEGUITO 0.. PROJECT BENCH MARK DATA: EXCEPT WHERE WATER DISTRICT SPECIFICATIONS AND DRAWINGS, - - �- WEST OF INT. WEST- ION i - - STREET C.L. MON. 115' MODIFIED-ON THE CONSTRUCT DRAWINGS AND SPECIFICATIONS. LAKE STREET AND ENCINITAS BLVD. STA. 21 + 90.23 - _ ELEV.:146.28' M.S.L. 2. CONTRACTOR SHALL REPLACE ALL PAVEMENT AND BERMS DAMAGED DURING CONSTRUCTION, IN KIND. 1. CONTRACTOR SHALL ,VERIFY LOCATION OF ALL UTILITIES PRIOR _ - TO COMMENCING WORK. REPRESENTATIVES FROM'APPROPRIATE g 3. CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL PROPERTY - , IRRIGATION UTILITIES SHALL BE NOTIFIED 48 HOURS PRIOR TO FIELD LOCATION,= `�. IMPROVEMENTS, INCLUDING FENCES, TREES, SHRUBS, t PIPING, AND LANDSCAPING DAMAGED DURING CONSTRUCTION. WATER: SAN DIEGUITO WATER DISTRICT 753 -1145 SEWER: LEUCADIA COUNTY WATER DISTRICT 753 -0155 4. THE DEGREE OF ACCURACY OF HORIZONTAL MEASUREMENT SHALL ENCINITAS SANITARY DISTRICT 753 -6639 BE + 0.1 FEET, AS MEASURED BETWEEN COORDINATES. GAS AND ELECTRIC, S.D.G. &F. Z35- 6323 ^' N, � I 496 -5 5. ALL FITTINGS AND VALVES, 4" AND- ABOVE, SHALL BE BLOCKED SOUTH COUNTY GAS�II TELEPHONE: PACIFIC BELL 298-0595 , AS SHOWN IN DETAIL "E" SHEET 13. \. CABLE TV- TIMES MIRROR TV CABLE CO., 942 -8883 \ - ` UNDERGROUND SERVICE 100- 422 -4133 6. ALL WATER SERVICE REPLACEMENT REQUIRED SHALL BE 1" COPPER SHALL BE RETURNED MEASURED BETWEEN THE NEW MAIN AND THE -METER BOX, TO S.D.W.D. 12. ALL SALVAGED MATERIALS _ 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. 13. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES. 14. MINIMUM COVER OVER THE WATER MAIN SHALL I S E 36 INCHES. _ y 7. LOCATE ALL UTTLTTY 5ERVTCtr LINES, By POTHOLING,, PRIOR 7 TO CONSTRUCTION (WATER, SEWER, GAS, TELEPHONE, ELECTRIC, j { 15` ALL 2' MANUAL AIR RELEASE METER BOX INSTALLATIONS SHALL TV CABLE, ETC.). - BE SET DIRECTLY OVER CENTER LINE OF WATER MAIN WITH CAST IRON TRAFFIC COVER. I ' 8. ALL NEW FIRE HYDRANT INSTALLATION BRANCH TEES SHALL BE ' FIELD LOCATED AND MARKED BY SURVEY AND VERIFIED BY 16. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL- CONNECTIONS � - POTHOLING. INSTALLATION AS PER S•D.W.D. STD. DWG. NO. TO EXISTING PIPE TO BE JOINED BY THE NEW1IPIPE, PRIOR TO � s P -1. COMMENCING WORK. - m _I q 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 SHOWN. I 1 I L . l ` r - y v,, � -`..._ ��.+�x -•: _ -__ . _ _ III DESIGNED ..: � ,- ..- �. -...- � �� - , ,.� �.•ti ..... _ . . PROJE ENGINEER R.C.E. NO. DATE f" r PIPELINE PLAN AND PROF ILL DRAW APPROVED AS SHOWN RECOMMENDED ,CONS�TIJ'ING `'. ENGINEERS, INC. STA. I + 00 TO STA. 9+ 38 SI CHECKED JAMES M. MONTGOMERY R. C. E. NO. DATE ,2255 AVMDA DE LA !F AYA, LA JOLLA, CALIFORNIA 92037 DESCRIF;TION CONSULTING ENGINEERS, INC. - -- ,.,... - _ - __.: ......_._ - .� , -: ..:...... ,,...:. �. <:,._. - _..S- .�-:�s+.�...�an -.._.. _..- .. -. '- ,, .aa: a...,,. _-.._. _ ...a• ._ +„- .rte!!:. _ .. . .... .sib ^ -�i.: Q_.. _ _ .. DATE STA. I + 00 TO STA. ..�..:�'�" ,. i. �. ..aa .,.. -..... _•.tea+: �. � ` i w f r ' 9 ° ,.F I i : �' .,.. - .- ..s _vfi� .. 'ti.: '°'fix _ :.: :.: : -. >\, ycy.. ...�;:- .. -: a% ...m%.Ma".: ' ' • ">-+, na....a'..f+ ,:t» .hw ..aS ..3�°"„ -. `\ Y��'�'T'Y},+r .. :.,.. - - -... : .a^:2 . .. n :.M#... ,.. __ S3a':1s ... - - - u5.. a6 _ k... +5`. ,Y .. • r :,fir.... - - a t � - -. .... :.. - - - .� ,.. , :4 �: J . - ±' - .: {, .. ... .. `,::s #.,`yi' '� rYf'.:'� ki a, n `e' a �,• :-�Mn _ r .••C r \ _ l Cl � Et- wz`e ^s£ �'�y. j � !ate-: ✓� e, 0 p f . ,y _ Akv J i w f r �5CAJ: A40KIZ Lp VER T I - - , X• 7G. _ 0 0. }•� ar I S r•. iJ`, A � D Ya i? cs,, E_�� _.� / 1 :`j "• 7 S,: ri_ ".:'J `25 - 1' j / r.. .......... -. 'ate �. ✓'�, --'t �'�._, . ---�.; / • 4 ,_ r t, ct ,.. .;,..:: r., J� - ✓..,» r`.% ___ ,.:L .f`.r)7G 2)6 /.x(/ -•il "t;;2„ , R �► t Ql�l Al- 1 . J I .. :: .�+ ,C._.. �7 ! C _ _ . - ►. !4 , � qZ� � Soo � -_ F , : So F�, WI AS _ 4 i ' _ � -. ,. ' , ; ! ,.. •i.... :) V J t..f?: aS:., `•x ?�° „sera -� ; nl ... , i v _ . . j.... ty .......... r /k 4 _- :. , i • , I C Y4 a :- y, F ` . . .......... ............... .. ............... .... ....... , , , r. y — -------------- ......... 44� . ................................ .......... .......... ........... . ..... ....... ....... ............................... , .. .__ -„ .. ............ «..._ , ...... ,...,gym+ +,d,,:.:,_•....�^••m�.. :./ / :$ -. -. ------ ------ . ......... - _ ; 3100 -” , ... ....... . .. _ _ _ ti _ �_ -�.., ,, 1 : _ w - , - , u_ i - 4 --- -- ---- Z40 ZON U� +•, e ,F :T �d� 7 IT 164'�)o 0J =1 U ,�' "r�- � JCi4LE 'S0 �,OCG % �-.��� o►�. SE .S,N T : 4 1 . _ .... , .,�: \, - -.,,.. _... _ �..:„ is .� �l � o�b I I U` u.- 0. M 0 _\ .► '...,� ,mss <, ;�--� - -- ;�t.: -- s v x x _.» _\ .► '...,� ,mss <, ;�--� - -- ;�t.: -- s v x Lu �C T. L L7' 7 R ....... ............ 25.G G. ls�� -47 j /* V � 2- 4(::� :k,,f 7/n A, j'-- 2 4- -- - --- ----- 7 E VE ........... DESCRIPTION SCALE: DESIGNED AS S - HOWN DRAW CHECKED.,-/i--��/?/� i. APPROVED s - D I TRte-T�NAGER. S DATE APPROVED DATE ®ffim k, SAN DIEGUITO WATER DISTRICT. S H E E REVENUE BOND ISSUE PROJECT NO. 9 (SCH. 1) PIPELINE PLAN AND PROFILE -STA. 3-o--60 TO STA. 15+68--- OF% I. I � SUBMITTED 28041 PROJECT E N G I N E E R E ER R.C.E. NO. DATE JAMES M. CONSULTING MONTGOMERY "NGINEERS, INC. RECOMMENDED f 231'29 JAMES M. MONTGOMERY R. C. E. NO. D 'A T E CONSULTING ENGINEERS,. INC. , 2255 AVENIDA DE LA P AYA, LA JOLLA, CALIFORNIA 92037 APPROVED s - D I TRte-T�NAGER. S DATE APPROVED DATE ®ffim k, SAN DIEGUITO WATER DISTRICT. S H E E REVENUE BOND ISSUE PROJECT NO. 9 (SCH. 1) PIPELINE PLAN AND PROFILE -STA. 3-o--60 TO STA. 15+68--- OF% I. I � i t j �„I it °^� NoText I w_ a " '.. s u ti , , 'S '`,. ',x� 11 I '.., .,�`+... -. § n" -vat- .L' M ,<. 1 �.,u'' c. v u 1. 7'+ :, .., vl I'l, ..— .._. .::. , " v " ate, - -- '�,e �Si _ ,. ,Pt..�`•�'":'Yk:'+7z_: < - � -,-* i1Ie _T. �_ ..�.�^!� -�t, x�.,. ;:Ri.''^,':.i: .,. .w _x '-'N' +,.. rvx , v . -e # � ' :. }a. °'. .. _ d u_, . _ . ,. 1 - F ...: - M A r - �. 6 .. _ i �. K 1. I .w" 1., ' -.::. - -. t 4 ... pg. •. .. ,.- - :, _ - ,. 5'n`I. <'1+ 11 Viz, s f - '+- ' { Aey��µ,-� 4 r v - .s< `. ._ � 11 a•. i �' {', S - .� ". a _:... � a{ ," :. -. - ,__. .. q < .. _ ,s- $+;.. a -9- ". - '• , Via.. 3, .-0 _ , is � o-w x . +`- ate, A6F s -. ` _, -, r. =§ g; _ -u _ _ .V r-b _ _ x v . - A w "`' a -- _ ' £E "a_ P i, ?i . _ y" r ^ 'd : _ S. z: il, v r � � J+ } - - ._. ,„ .r.. >" .R.':... �_ ...:. .,-__ - >. m, 1 ', -: . — - _.F.- .,Ava,.« --;. —k..' 'b .,-.4%144 -. 1 ' , ' - : 3 :y - W^ ' -.4" 4c, ::. - ->< } 4444' - G.- 1. i t a.4`a yy'. �e `•k' $�^. __ 4444 tyk . . -i £Y. _ - E k;� - e I .11 ,. P °a '.- u z - . „ _ - - tixu -�_ n,��� .,: -c-.._ `.:+a, `.+§._g - _ r 4444 _ �'.1 ;,. .. _ _ -`- - _ ,. — _ .. ., __ - 2 Y �,.. _ ' - x _� ' v11, �: ., 1. Y Pik - i .--, L j - # �: > ,y, - - - �' r : ;� ._ _ `. 2 4 ,,- S r ..- :4444,. .. .. __ . : t x � ten - tr _ _ `� -. ..- -w�.__., ", :' au i. � d .- - �g�� — - /" 34x ...•✓ =t;* i...,," -e g'x .'3_, <.� ,` .. �.. �. :' �.. _ ..< !. - '.'. " .. , „"+ 'IP `mss-. ,3: A -. _: ' I i ':- ,'' >7 -.° , .,; : .xis,,jo', 5 ". =_.`+k- . -. „ :...,� to - .. _x '�`3,. s� 'a' 4c'*' h. +�k' �Y'€:a r,Y - _ "' "s •�'' "%! xv....+, pyAESr -. _� _ _ _ _ _ . .. ;, - ,�'4.,_,�`. - , .L�� ._ 3. -. I- r - . - _. _';' < i -. ,. . *.,� ,.: w { f= p .: • 1 y� i f k - ". -' li �, N 44. , , t 5y. -77 11 ,=- x fir -' , _. - - —. -- - �.' Z ; 1 _ , L i y , ;!2 i>s ��`j -� a - _ ,. R 4 r <m •' 1 w, ,° 4` ;w - . ._. ., _ ^` . t �� rt Y if zvw " y - '. -w' ,. , _ _.. - w, m i I'll , , 11-1111— �. ' I. ✓: . -� s i i - '3.0 �' ' t .s'{s�fs a: - ,ice, .$$'i . v.�'+r."` yt'. M.; .. ' 4444 e„. -. - 4 I 3'"'," I� ._ . H 3'�.J9 _ 3 Y£ fl _ �k 4444 - „ " a. 3.+ -.,•.• _.- ... .. -tea ". 4 T <."t3N"s"'. ,. '."a'�^_ r3' :. ^#ta' ' 4444 - ,. v � _ . - v < ... - - _.. 9 ,;., 4'Y . ,. - '2', s� 444,1»- ,..ex2 x•74, «, # ',r, - I - ..'_ -_ 1. ..`-� - - .�y� "3." ^ ,? yf _ .- ;Rig5xwx _ f c.'as3`4- F.. =':`S & s , .. xi, _" ,411 $:..- < ,. ;: °' *v- 1-1- :.'� mot- , % '^ .-. i - - ' ._' •; .r""L' _ ' - _ x x k x a's_. 'Y' to*a. F. ... , .- :- 4 '" $ ' ' - d, ;1i 'S - a. : �. - - ., ..<. _ - y ?- .. 3 �%. ::.1 .P'7`°' - -: ' P` 4444. �- _ _..,.v.. ' - '7 : .:,� 7'Z"-.- , �#„ — - x. 'f - :..._. y4 - -.. ......sue. ` - +LTr'_"<,'y..++�. M -' _� _ „^��.+`w.,ti - ;'+�.`i... .. - A k. ,�.. �� .,: a' } - .' -' ':9 _Yb s d..+i 4. '- yam- y�, - -� ...- - - . ��'` �, _ R - F .11 I - � � _ x ,' c -_ - 3" `\ L r,Y ° fi. :,' „ -. -- �.,,. .q .,,4444 .=s , i-4 �#` ”" :_ . . r x. -, - .' 4444 1_ , a - Cs'} , .. `w _ _ _ , ,_ - _. . ,. .1°.i. -4444.._, ,'. __.. _ p' - -cwt g f T '� s* ^^ 1 . _ , ,aww'^ - �'r v , v x-:.' � w `_ ." � ' e s i p- �' - °_ ` `.' -`:. sue- .. ..i 4444 ,u -1 - ' - '° 3, :,. - w I _ <. <� - �. < - v FAA I _ - :' .>; - > _yam{ ,'G .. , _f' 1 5 I - ._ - . .'r +'4 {. - ,.s ..' - ., It 4444 ,. ,a; 9'^"` _ 11 X v � 33 ,` a `t k ! i14 �v 1 A Y d�-1 " ' r'V" yam _ ,gip, 44 '+ - _ _ -,YJ { ._. n_ '� _ _ r'q r ' r r x ' 4� S .w it ` #, - . 11 .. '!"+�t",p+r ..<. ', �.. .. . h >e. .. y -3 h -. ., _..� r , a'I Y � 1 fl € - 4 - K - -- m ~ .- _ „r x a _ �° x, ..� R. —? . 11, I . ." - , ,- l - _ 'tgj 11 t t • �~ F .. .. _ J �� _ ,Z F �. - '1 a ° ___ . - - m,; - '. - -. _ ° a �" < z r; + 4� . - -ten' x '. _ -, . �= i . . ' -° , -It .. ._,_ " _ , : . - r_ . _- . .1 I �� v -- ,. , _ s �� - - _ - :.-.. rt __u a Y' ., ,. , , s x . '`# w 2 _ a s -&� x - _ ,jam -wq - t � I y ,. - t - - - :rte • ' 4444 4444- v W aS' a i n' ... t x .�' — _ . y _ '6 - , a t:: , . .. - -t: -e _ . - : -.. :. K :',. -.. - .bi °- -v ;.. :.LS.' -;. '$ Yu s$4 _ �'�x {,.,t' ..i .. .,S s 4444, 1a 1 ,. � ', - - 11 -4 R s �- 3 :' - Y +i _ ? ,z , y � ' s _ a ! > _ - S- z 1; . I ~ 44;4— I Y' 1 - 4- , - - x _. LL., .. .. _ . } l•T`'i¢ !` .:s6,= .tea - - " u- -f ... , _ ° is , T Z , sl i , _ - .�.?- R........._, y -r- ... -... _ , .:.,. .. •v- ... ...,..__ ......�._t . ........__.•.. .. _.- ,...._.rte^.O ._ ° .:._..:. . >.^..„ .- . .... _ T . r :. _ .. ,. .. ... , . s'•a. _ .. .. l i • _ : , t/ C/ � � .....- :.c•�. w 4 ' • `4! - _w .� te 4 .......... \ ll� r i ©.,.. ,� I _r r _ ,/X� , : _ a L o N F .. - , Gp 1 - w - - .. .. rte' , f , !o"� j� •..k.. �,;..,�,'; t .rte. -.:; ,,�=> '" \ �/ "•�.• PLAN I, A r ''r • .. ,'� _. _Y w_ r. - '7- Y. .r _ S-00 Cto J \ V 1 J IH � f r / ✓O - _ I f; - SUBMIT ED Wa ,• DESIGNED �✓' ✓� I4 a _ ILL I m l 0 - I REV DATE BY- DESCRIPTION voAvc SCALE: loo c�" -e SUBMIT ED Wa m l 0 - I REV DATE BY- DESCRIPTION voAvc SCALE: loo c�" -e SUBMIT ED Wa ,• DESIGNED �✓' ✓� 213041 F P'ROJECg ENGINEER v R.C.E. NO. DATE AS SHOWN DRAW �l�� �� �- RECO MENDED CHECKED 4�4h /� ,� T/ -2"� 2 312 9 r JAMES M. MONTGOMERY R. C. E. NO. DATE' CONSULTING ENGINEERS, INC. �44 loo c�" -e Wa APPROVED �- -' � N'0 cl%ol It JAMES M. ONTGOME.[l+i CONSULTING ENGINEERS.- r INC D DE LA P L A LA JOLLA, CALIFORNIA 92037".' --- 2255 AVENI A _ 1 APPROVED DI. TRICT MANAGER' :, DATE APPROVED �- -' � f- F fee 1�&1 ! . :� 88 I { , ,;I!I II,•.!Ily!� If li!�,:ii a,: !k tl , ! �, ��� (I I �I I I,t ��� � �I i 111111H. a! Iy� ll(Illlll - ! � l Il,:; N� ,. i ijs t , , I 'ht .� h r i !, { {; i IH:!�Ij ,� G �il;i3�1i';I, 4" �� e :'• fl : " , , ,iy �!� 4�� '.: , ,•r �, I�i I''tt�ll ill � I. ,,,.: !,,�i - q ;!� �d IGlil'�I'i � lllihlh�I�;II '' + +': a! , ;11 �I!;Ii — � i • y:� "� il° l t y'' I I „ t ...,: i41�t�k�jji `, .li'l:l''l'11j� rl!,T;r' °,,!' �• � ' C!;!'h ip i ''l!ltlllti'I �I lilhy,�!4!'lgl'I�!'!al�l P j! � ! I '_ m `u�i 1 •a � I 64y�1 ��jt t il`�II • I��'P� �I; ��tli!;! �I�ry��!I�! Y! !'! ! !lll � ' '' v ��j� t! !� ',. , ;:.:.. .. !�9j! I tll� lta � . I �,£ .: , I _ fry�I t , Ihi�Iy' , 4•hIj('' � !I j !� IiN4� ! ( �k' � l : — ah, x,M i 11111 , dM. - �!! t SAN DIEGUITO WATER DISTR ICT S H E E 1 ; F REVENUE BOND ISSUE PROJECT NO. 9 (SCH. 1) 1 k 5 a PIPELINE PLAN AND-PROFILE STfA- 2 0 4 ::f; ' > T x, + 31 a © 1f n ?� r iY b"�.�!A ?. -t •4 'M v.�., r., �� "_.. _ - - -` .sw•+r�tiv€ s - 4 ?i � _4 i �.;� -„tea .�_ i I �I r 4y,K t ,�{', i. { _ _ r PA I a`) l I C + � w - � .' - , . «' �. f - „,�� � ' ,,, _ �: F �- , :; -, „ s i , :,, I -,x,6 c '. -. ,,.. _ ' skid „ . ' ,x .... , � &is „e. 9 c r *a, I ��a�,: . . :: }. I , ;.. ._ .. . . , tea: ., y: * �- `, s _ iN £.., y, ':.- _ _ 2r ..z£ x. -- ,�- .sY..- 4.a4s- ”: . . .- -v.> 4".- 3. - - r .' s e`e .- �.y y.a'k`F'. i q . }� f . s - ” `y y 5- „``,Hw `..i.: � � `a M. 'i p o 41 - a 55 k t w _ w a. ,. _:, . . - - ^ v , .; �a .„ - 11 k 4 F � I 1, €o 1`F' _„ _. f x +i . a , r - ate. - . . x ,r -. .' - � ` T, x, Y ..: _ � > - i- , :. .- . , -_ :, � - -- . �' .T. ;.? , ` ` +,c,'' -.- , ...fir; 3: - . ...- k - , _ 3v-, , '' _ ,µ( -,da •'a _ G` arc g` �' - a ' ._ a w I I- _ . , , 11 - ,; k'.: - . n i v z 5 Wit. .' >- � I s': y. ' _ , - _ - �;:� ry .' i.: -" - aim : ' " •. ..r 'A-, . _. ° - -.. ".. _.. : d,. r r"% a - ,. »_- y iF' �. ,�� `'. d P _y - „ .H $+. "'b "l X ! . . '...= a w,Rf Mme- . y ... x -. , � _ - -- , „ - r :, - n >,.'s, - - 11 y �, r s f.�, a te. _ v w . t.,, _a , r % " -i '' ._. - „;,.: �r �- - ` t. :�- fifi��.- - .,. .�.... � - -� _ ate,.:. � - z_ :- :y -,,._. : _ °y - .,a z o <„ „ _, ewe :.;'�. ,w ;' � , ,,rte _ - � - . - -. «' '' <. .. -. .- , .,, , S . , - ,.. _ . _ 1. , ,{.,.,, ,” x _- ?g -;; , 11 , ; _ - , _ - - < J ssn, n ” ., - I ..r, ,- . -. ,,.� .;.. 11 - ,. _. _, '`,�31 -�•# .xs k.t -fi�'P161EE°',`iE',,�`.^`x ,,,.'y`c <.ss• "' _ 11 °' _ - +_ :, ., :^' ,'+ . ...:..; ;, ,,. .::;. '- -' .- .... - - .;,.,� ,k�a.A °,.ice' -- .. .. 3. `r°' "iF ;yc;;. .. ^?i.'�° ` °, ":.,� -.. 'r *. _ a,4` _,+t_ .'Y'*�. cg+ s, �s�k' -J. ,, <,: 11 z . - .2u e r •. . ;: , _ - l - - - - :.rs _� rro_ , v max , . . b, :: - __ - , - _ .. ,. - T -- x - 11 _ t . -.., xc .._ l� - 11 - x: :, x _ i" _� . "- 11 I I ` �'e '• .. _: > t, ::, s^ - T_ .,r- -M "' .JC.3, ' ^ >. a. a. re -4 a 4i"f _ � - - ". ... __ n . -. , , k ., - .•, :.,, " ,•.�,-' m u :- i. xb ,, - i'1 #^F .^„ �_.ex •: .,� �4?'�� ... I _;.,, _r _ a ,. n-:w ^,- - .�. t __` -;�- _. _. ,. . , tike•_ s -b ... _ - a V ^ a _ - _ , - �- •. = €'' � " ` ,, - - t. 1-11 .:: — +: *� +� - I -, " - -- - - `� -, .. r I a,,, 11 I b - _ r i aS j. w _ F" re ;.: . - '' 4 .- 11 I .. r f .`:` > > ^ -6 s, +" ._. ' ,a , z; w ^ .. Y _� - .- - .a ;. - v' -f .._ i _ - - .. - -., -. ,- x r v-ia �i ss. .3 ' ia�. S cft? '; 1, -: --r, _ w. - , _ - -._ - ..:c. , .n _- L .> w,_ -•.. ..vc- 2 x,. y� s - _ aXk x hg -. . .__ eiT-�__ _.Jvv `° .a'.. �zT" = P'Si,. � ..�_'�.�..r , = 4. �- _ _ "��- _ - > - - _ _ ': _ ,. ,:_ -: ' b 1- -( _ - �.: .' _ ,>X.".. yr A ` I `� -_ ^' t... • _ _ - -a, 11 , y ,r.,, - ..- _ _ -t r a J ,' -: _ . > � - ; l �. - .�,r..�� a ._ .. a ' ... / - - "_ ' ,,:- - - -� - s - /= ru - _ - _. T lR &4 ,h ` x ~ - - ^ra, , : 5 ^- , - *`="�,: y. ✓s3-u. ,� .- E . {= .+ �'� �S- ` to -' " -- Y s s , - - I .c k uR %. a ;3. . v r g i Y _. I - _ l „a✓ _ y9 �y ..,. 1. �_ - _ _. 11 � dX ^• sz Fti - ___ - z E' �, '.. - . .. ,._ <; _ r _ u: ££ -� . _- � . ' �, i r #d 11 ° .' _. y , ,� ., .- tom.. ". 1 , ::. -: c .. - I , z '- 4 !� f ry ,� ' y - .0 °.vim ��. s< = z ":, '':h, : . s. , - "•� G - f' ' - .. _ "apt I Q:.. :. i' - - .' _ - - w - -A 2� 3Y $ ° , g p is �.--� ' . :R -- ` s "lam, _;. , r - ;. R :r " ,,- -' . , �`,'K,. . > ,, -' 7 . -�,, , �*' %� -X1 i+r - L' T - - AV 7A-1- .,3. _. ',s: -;. .... ^ of {,' .w, :' _ pas'` .'e+ - i.f Y::: - 'Sr " T r , ems -A • m_ di § 2 4 P 3 ..., . u n 1. ... , - - _.. ^ _ u >sY ' , ^ �;,,, : 1. sn I . : ' ;' i , x 4 i; - _- ,may s £• v, -`� y _ , _ .- , _ x _ x ,tr . , a ,fix-;. ` , ,-,,. _ _. ..- - - �. -' y +: s.�� - : _ ,_may_ ,' _- -.. - .»,?,.. .- - L x� .tI _ =�A �. � -� -.- " _ .. F "3 ... • - -R,. > ... - s '1 R _ } - _ -, -r t & .," . ^r3 - • s'!4 . x __ `�� .�&�. � � ...�.- _..::_.:��.�._� -_-- ..<v,'e.— 's},.! —. -,.s -. _r:_...... _... a+Y�.r�:+:�.- .:..:-- - -.-^. ..,mi x:+�<�*2_ - .-,. , -- -- ,_.-as "- ._ -. .r. - - - ,�- _ "�. >. :.._ r .wra,r -: � gym` -,•� w'G a`) l I C + � w L y L 5 ta+ r , i t. a e 7 w f ' f , r, O j r �. i t I 4 1 LD I a a v a f - - d' = do wo ••- , -�'-f- 1. Al it 17 i t �S L a}` P r ' T w : , , x y � 7 _ \ 1 r _ Y n I r� �I ; v ti ~ • f j. : , ; : - ,_ •+4- fir' 4-..l W -�.. _ h / �.1\ ,[,. d e~� _ t: S S l� Y N' r z �i ; 3 .r y F q fi r I .p I S. ,zP ,"i::.... rR Y r: \ d o� _ j� C ii ,. . - „ - x f.'"sYdc€'TY A - Av _ '� -'r's. f' W .. - 4-' ..�. `i .%-" .c'WC<: ^:i� '4Y - _ "Z -- _ ` " , :�.'F' Gk °- i..° X -040 �: a x _. , .vat '€ ,<tRe`'-'L _?' .zf. :i #' _r.21' ._ - M ' Fr ., r: �_ . - T - `. i-. ' -, 1- b - 3'$r` #- `c,i. _O,o`vz.'{�„.c., „_ ,.?, n' +i E ' i' _ - ;'. ' 4' i s. t.: 4*• , yz , " .. •.. - trh.Il- ;:�'R+ "iki`": - nx ;. ,. �P��.' "ryfRd%;... .- - .. 11 I _' - § - � .. --} 1pp- e x,33 ..ti"` E .. J- . y. .. „ r - , - �� CJ ! y v";, r E3.5 Er. '.•ii.s «-r: _:. _ „. '- • i ...: _ : c: r . ,. _ g , .ak:;<t .., , /� /�, (/ • C zL. ivy` %: - ., n -,, a d w .,: : : -. <,.. . - Q I T r A :, µ :; 5 • ' ... a. a _ I_ : _ ... r ,. { _, ._ _ ..._., :E '.4�- r..a...n.._e�.,.i... ._ w.�au =�."�. �: � c..;i,._ , � . _ _. . ' . ., Al - x a" - . r 1'.1 � 51 2 %1 :. ", ,-� .; - v .., 4, , � " 0 —:. �.w .. k � � � � � o a ,.. K� �� - 5; iii v-� .. -£ - s 2z, .. 11 : ; . v' r n,. "� �_ 0) - G 3 ` t # °c Y N - '� + .. - 6 _` -;,, - _ : . , ,-5=. . ' --;. - r y ,w_,e ,w_�:i4 _ _. _ .- w.. . Yxs' ,t _ ._1 rte w<e1 « 'ib 1. 4 L ti ry _ Jx ; 4- { ' Y . - .. - -;. 1, , * x +, } Y.: . - q+� . ' 'I' c, +° - _ " > LY s +: .. i,: A. a .. s . . n - . . " , ^4 w _ . i �o- - .. :., . : � . c i - T S - r "- }' _ , „p yr ' ., '� a _ F G__ *..:'- %n« ,. -: a _ :b€+�' i w Y ...' u. # -^ ems: s r' _ .s'd 4 ,_ , s 4 , a i F � F SST% -.a. Y � � as e° � ! : t % 3 k d <:' '$ �? ice', � . _, .. tc l - ` _ - I "3 £ r „ , - = b. ' .. ..0 - Yv. 'i..l... ;..:: .�YS ,�•'is , . �. :' .. ;..iY,4YM�£' Y ''L . � -.o -e - ' ✓' ,< ... .Sn.X #��'�y� 3 I'- .- . ."'1 �t '` T ,. :* w ._, x ,, - 1�., � , -- v. ,. _ ;- _ -> . ,- _ t_ r --� i, °' - „#reap <. .01 �- `_-"" "`-w- _ x ,a s �' '�;`' , :6� _, p , ,.:: - <s`: fir,: _ _ - .w y I ' .. ,'.,.vri �.. - .• : .,?v ...; v. ;:.. .s _ ss t- _ .. _r•- may,,, -'u _ _ 4 y n +ww w#x i . � - '�.:. - rt «,,.. _ , _- _ �_ r .,.'"rte' . t r A %4 - �. _ _ y _. - _ _ .33x9:.- �t saw S {{ j_ � =`Fri ?t , _ _ � �,� '_sue"`. _, Y - „ <` Y ` °. : - ,2`.:. " .�5 V �� _. , ,., �. . b ate? _ - ,_,� ,.. z..: ' F `'�'' _ I s W ' - =_ . s .i _ �w i : - y, >i .,. .'. 1 .•. o-3, ,;, y _x. > _ .., - yam, . _: 4 a y - , __ - . ' x: _- •. , a: - v , I -.:... - .,SF - _ _. '., ._ _ _ _ - .,., - r ,: * a ° _... ..: ., - --- � , - - - rte . _, . - , ', I -- � , P -�: « 351 = > >, `' � , - '$ - '- :<. ^;.: ... :.,- F7 sv,. e - ,u'ti`�.` ` -* �,.' ...I 'i v�' - Y. �'•�� -:�w, -. c> :: u . �.QY�iiy./+^':y+a'„'<a..:,r.w - - s ;,. ,,:_ �. .: Sd- S: a Y:' Yom-` Ye • x'a�'?< : r .tf - ' , r ,.�i '-i: •. r ,. n yo I -. - _ ... - _ ._ 4, _ a. , -' r+' n 4� .0 S L I - oil -- _ _ G :. ? `e yet ,`"•'Gir,. _ . 1, ; . - =4'� .. 451 s. a �_.�...... ,: Uv I . A, �� -' u : e ��` _: Y w P -� /� . -.� Y _'.,e w ." - ' - _. __ "fie.:. - 1-• _ -_,_ - _ - � .. ".i d v 0 - , O ... i < S \.. g ; A ; " - . r ,. dti�$ _. .. v e, X* -1. - ask 'as ,�''.'j .'. ..: , Swa #. .F. v +ate, ..2 "^4_ .. _ .. } .:,4.'g� Sri. - - - tea P :' .. : : S. -, _ _N< i I- s n a s k X �.. '; .. ... - Esc" , .. , _ .; :: .. �^ .. :tia _ . _ . . .' _ - .: rte,_: < - . _< _ v n n <- _ _4 �: ,' . .. , - .,. _._-_• - � _ - - `3r -- • � _ � _-, 1 �a `�` ' - - §„� 3 u'°t. "ice _ ! \4 A G:djBS.: '� i . i �. - n .- { ,.tea _ ; ..dam �-- . '. s " <; a r ,. '. 1--1111-­., z= . _ - - - �.. " an r . r, S. ,zP ,"i::.... rR Y r: i ,- _ is 'S i.1, ,J ,.? - 9 d.:;, ly. - a "s 1. . < h..: . - T Ter, §„A. -. . .. _' - § §, _' , £:.#` - - :v nn -. - _ - iy - .., , , _ .,: : : -. . i d :, . _ _. . ' . ., Al - x a" - . r 1'.1 � S. ,zP ,"i::.... rR Y r: NoText �a AL t M 3 ;. oil A� s. '=yid: 1y ply � Y A r uas, x a, ; Alis 43_ i g . W,x a - - ^.�9c,.... ° "�a�.a, ✓-.x t Y ' t Y mks ..c: S n Y a u � a. K - t= no ANZ 0 'iW. to ., r_ An « r a t , r � 4' ` ra _ .wa5� t r M Towtv. SO of Doc RM RATO sit , = t-+.5 may.• °� -: yolk T t f i 3 t _ IMF. s ki .3 AiA J .. I 1i ,- OIL w1h, non , _ "+ ti Ai � - , y t _ v t . ftf`"Y,Y _ cant. Al Wo« Yon w t MW s L s � � may/ . � ,. e t_- G >h ,. � s., -�. ,...,mot. � • �' � � - - � _ e � 4- � �y - `�.::. f24r � z�✓ � -. "/ ',fr :9s,z¢ac.6.r ��'m3 5, 4�, r�i, r ,gc-_ ° i r 2 : P- Aw , i,w i4 x ASS i ti s rs « x. S Hwy 00 1 v -na.5. ft�_. .. :... - ie� - ._. � '•-. r..r - Via§ .a «9i+� - W_�.,xzs 4 �.�' r x Moo Y . y s r • <, z• .war Qq �yy � _ A . _ ,. ^5+ tempi, :";g' . �- a �,; c.� = �;�kis%:� �' ija..�,a „- 3ai�3• a-. ai ..._ .. .K'�-% s: e`;,. � .. .ar:r .. - . _- now, ` - ~�S - 'xyy;'� ^_i'L'y » _.�....� '.,�a6,.v di^�`.:« - •- slS.ic .Ya 1s�r.. ,.iii r'3.y _.R —- _._ . /. -.. '', �a AL t M 3 ;. I` I I I I t i r1FSr.RIPTInN SCALE: A SHOWN 1 \ \ A \ \ \ \. , \ \, . •. \ :..`y <..:.. . ..' .:�:: A A, Yom\ \ a \\ \ v \:. SUBMIT„TED �� 28041 DESIGNED P OJECT ENGINEER R.C.E. NO. DATE JAMES M. MONTGOMERY DRAWN`• i RECOMMENDED CONSULTING ENGINEERS, INC. C c.J > 2 29 9. �-8� ru' T ATE - i A 92oa7 – D NO. D JO" -A, CAL RNI CHECKED E. PLAYA, A �olrL CH JAMES .M. MONTGOMERY R C _ , A PLA 2255 AVENIDA DE- L , :- ENGINEERS, _ CONSULTING EN •_ INC. d4 ?ir�r APPROVE•0 DISTRICT MANAGER DATE APPROVED �- i DATE �i , ... v a II Wri n a, x\ 9 a \ \ C I: v + , : i , SAN DIEGUITO WATER DISTRICT S H E E T REVENUE BOND ISSUE PROJECT NO.10 (SCH.2) u e� PIPELINE PLAN. AND PROFILE -1­20 TO STA. 2I `I' Z OF 16 SHEEfi I IIi N ii N ;i- 0 Z In NoText :i <a E `j `I 9 E; �I .I 1 �I fx �1 i i �I I 6 �I ;i z I -i r -1 t. pit yy �: jam- � �. }� \�. � \ ^` \� ] . / :. ©j.. :, \.: { � � w� \r . \ \w�� � 2« . / \. \ \ \� ( . m �� \ § \ ° \\ . . � \ §� ) � � y� , � \ :`� d \ \d \ � . \ \� . < _� \ /� � \ � � \�� j .. \� � �� . . \j \ \\ \�/ � . _� a ��� �/ w���\ � d � ±� ._�� . \� � r / \� � � . . NoText i I p , I 900 ELBOW 45* ELBOW, I 4 4 19 27 15 7 6 1 55 30 15 8 j 67 94 51 26 /O 1 /09 154 84 43 12 155 TRENCH w1b TH 61 • 210 296 M IN. - PIPE O. D f 12 272 383 209- 106 a MAX-PIPE O. D. t 20 / 269 /37- 2 0 � 611 1 333 169 24 623 t � 244 • 4 ' -� JAMES M. MONTGOMERY R. C. E NO. D A T E CONSULTING ENGINEERS. INC. ' #5 CONT. BACKF /L (SEE SPE .l ' /A BY DESCRIPTION c - r .., v r _."- .a^n�" .. a•� JY+�- r-. �,: -a.. »cam..° '�i"^ -� .. .' . -W.i•1 I AS SHOWN \ �'� -,_a � 'y �. w. w..-. .. _ ..:n �.. -�+ .. -- 4-- .�-- ....aS.sr+�xas' •w.� '.+•mac. �l.F►► .. awYc I I h Y I CXj T /Es Q 24 „ - CONCRETE (SEE SPEC.) I - CONCRETE ENCA5EMEVV1r DE .4 /L aDi I . I w sgm L ' I a SET 3 "ABOVE GRADE IN -. SET FLUSH IN PARKWAY A SIMILAR PAVED AREAS AREAS FINISH GRADE - - 12 "MAX °' 8�'2 „0. TRAFFL3 BOX WITH - CAST IRON FRAME COVER �` 2=0��SOUARE CONCRETE PAD -- „AND MARKED S. D. W. D. AS MFG. BY SOUTH BAY FOUNDRY NO. SBF ” PROVIDE VALVE STEM -- 1208 OR EQUAL EXTENSION WHERE DEPTH - I __TO.OPERATOR EXCEEDS 5' ( SEE DETAIL BELOW) _ - ,�d:..:�,: •= _ .� _ :�-.;• ��::�- - CLASS 100 AC PIPE _ .. u' ���RFL -Y_ -VALVE OR PLUG VALVE /NST - REDWOOD BLOCKS o 0 0, 0 _ ' -- i 2 -2x2"x 12 "LONG o 0 CRUSHED ROCK o ._ 0 - GATE VALVE INSTALLATION o 0 € - -__ i 0 0 o 2't1WWA SQUARE - OPERATING NUr l- 1/4� 01A. STEEL SHAFT 2 M /N. - -�� EXTENSION MACHINE TO MATCH NUT 1/8„ FLAT PL. / j 1 CENTERING GUIDE r % r/8 ti I 17�I !�- P/OTE ADAPTOR TO FIT AWWA Provide protective tooting to SOUARE NUT - ii Pxtarior surface of valve body in accordance with specs. FIRE HYORANT TA A 7_101-1 ._- srr�. PAINT POSTS PER S.O. W. D. SIDS. 4„ 0 STL. PIPE FILLED W/CONC. E, FOOTS PER O I-IrDRANT 07P) 4„ STREET 5/O PL4N I 1 2000 PS. /. CONCRETE , ... . 12 "0 '/CAL GUARD PO TRENCH WIDTH i MIN.: PIPE 0.0. + 12„ u MAX..*PIPF. O.D. -t 20,, it aALTERNATNE TRLI4 If SECTIONS (A,B and C) ARE` -FOR USL ONLY WHERE STABLE, COMPACT SOIL CONDITIONS ; 3/4:y. EXIST: 11I °- -111 - -l- MIN II p A. Vertical trench'walls- Section nA O 111 ` _ / ,�� I . For depths up -to 5 feet, no reneh support is required. Z 1, ��' For depths exceeding 5 feet, shoring or solid sheathing is 0 Cl- required. Q. a. COMPACTED j ti B. �!0oping trench wills Section � I. Sloping trench wall section shall not be used without /\h SEE SPECS. W 2 approval c.l' engiltieer, wiles specifically designated on plans or in specifications. Y Except as approved by engineer. unsupported sloping IIlr ells trench walls shall not be steeper than 3/4 horiz. t0 1 vert. ca 111`: Combination of vertical and sloping trench walls- Section C (:B II =11! I. Trench depths not exceeding 5 feet shall have vertical W � '�`' p R Z i walls in pipe zone unless otherwise approved by engineer, k O i W / Y nor whert specified. Z v '. For trenches with combined walls and any- depth cc C) W exceeding 5 feet, design calculations by a registered civil to N cL engineer and approval by governing agency of support W methods are required. LIJ Q_ W Q_ U)- 2. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR SEE SPECS. _ -ALL VERTICAL TRENCH WALLS. 'At<` TrP/CQ TRENCH SECTION f� k BEARING 75 / OF TEE AREA T YP. 75 q 75% a. mm e ° - 75 75 % OF rEE (� T YP THRUS T PER PS l OF WA TER PRESSURE AT VARIOUS F ITTINGS PIPE SIZE DEAD END OR TEE 900 ELBOW 45* ELBOW, 22 -1120 ELBOW 4 19 27 15 7 6 39 55 30 15 8 j 67 94 51 26 /O 1 /09 154 84 43 12 155 218 119 61 14 210 296 161 82 16 272 383 209- 106 18 351 494 269 /37- 2 0 434 611 1 333 169 24 623 878 1 478 1 244 -._ "' TO B5 APPROVED OR Hal5E LA jbR4 L ' ' - _ EXAMPLE: - __ _ :,� ..; .. -- !3J- D/gTR/Cl � UNAD /��URBPED ► 8 /NCH 90 ° EL BOW, PRESSURE 200 /b. / SO. FT. _ ;.:.'.A E° R TY . FROM TABLE: THRUST= 94 x200= /8,800 /b. - /00 / OF _ ,• ASSUME BEARING STRENGTH OF SOIL =2000 /b. /S . FT. ri - TEE /0 g° 'o:• 18,800 _ AREA OF BEARING REQUIRED. 75 /° ,; F /GORE( /00 % J AT RUST BLOCK INDICATES 2000 FOR THRUST BLOCK. ° NO rE /00 `Y OF - _ - - 900 ELL PER CENT OF TOTAL THRUST TO BE APPLIED PLUG OR CAP FOR BEARING AREA. :, �: • � T PE Q' NOTE: - 11 ARROWS ( THRUST DIRECT /ON LENGTH 20 /ND /GATE � 1. 18 3 TIE ROD rYP. _ 5° MAX ----------- DEFL EC TION /JOINT e FOR PIPES 3 ”— 12 °• "a; 8 3 0MAX. 14., -24„ 50% 50% 50 % 50 CURVE THRUST BLOCK /NG WEIGHT OF CONCRETE TO RES /ST /00 % OF CARDBOARD TOTAL THRUST rM SEPARATOR SIDE THRUST PER /00 lb. ISO. /N. PRESSURE' PER DEGREE OF DEFL EC T /ON y MUL T /PL Y THRUST BY DEGREE OF DEFLECTION TO OBTA /N T PIPE SIZE SIDE THRUST - /b. PIPE SIZE SIDE rHRU r - /b. 4 35 14 377 - NOl E� i 6 72 16 486 8 122 18 665 /N USING THE ABOVE TABLES, USE THE MAX /MUM INTERNAL /0 197 20 790 SURGE / 2 278 24 1150 - Wo FS I. COACRETA 6"l 9EIJER HA N; I ° 2 -'f5 BARS _n_ y MUL T /PL Y THRUST BY DEGREE OF DEFLECTION TO OBTA /N T TAL THRUST �r _ r 0 1, N/h/ AIAW r r 3/8 TIE RODS # D �R CL 1q. /N9T Aj1CW i Z S O -ILL - S --'f P OJE T R.C.E N0. DATE s - NOl E� i ! .+� NOTES OYLr /✓HEN drrl?o .W' D/STR /CJ •II /N USING THE ABOVE TABLES, USE THE MAX /MUM INTERNAL PRESSURE - VER 7/CA L BEND ANT /C /PA TED (i.e. HYDROSTATIC TEST PRESSURE, POSSIBLE SURGE ° VALVE / NOTE: /00 / OF TEE SHOWN PRESSURE DUE TO PUMP SHUT -OFF ETC. - ON PLAN CONC. FOR THRUST BLOCKS 2. SEE SO /LS REPORT FOR BEARING STRENGTH OF SO /L. /N rH ABSENCE APPROVED VALVE DEAD -END OF A SD /LS REPORT AN AVERAGE SOIL (SPADABLE MEDIUM CLAY) CAN pRAMllrr� rO BE 2000 PS. /. BE ASSUMED TO HAVE ABEARING STRENGTH OF 2000 P. S. F i 3 THRUST BLOCKS ARE NOT REOU /RED ON PVC. PIPE WITH SO VENT _ WELDED JOINTS. - -F... t w i u I frPICAL CURIE D VA L VE CONCRETE TA IRUff ,BLOCKS E 6.4NITARr SEl✓ER C9055 /NG PP SCALE: I SUBMITT D _ A ROVED tf SAN DIEGUITO WATER DISTRICT. J DESIGNED Z S O -ILL - S --'f P OJE T R.C.E N0. DATE JAMES M. MONTGOMERY ! .+� NO SCALE ft�'� _.. DISTRICT MANAGER, RECOMMENDED APPROVED pRAMllrr� CONSULTING ENGINEERS, INC. f _ �� N - z3 /Z2. -� -$� • CHECKED -� JAMES M. MONTGOMERY R. C. E NO. D A T E CONSULTING ENGINEERS. INC. 2255 AVENIDA DE LA PLAYA, LA JOLLA, %CAj_IFORNIA 92037 REV DATE BY DESCRIPTION c - r .., v r _."- .a^n�" .. a•� JY+�- r-. �,: -a.. »cam..° '�i"^ -� .. .' . -W.i•1 "Y�a°'_ ' �. _ra -aK.. - m•�M..►+.-' -,_a � 'y �. w. w..-. .. _ ..:n �.. -�+ .. -- 4-- .�-- ....aS.sr+�xas' •w.� '.+•mac. �l.F►► .. awYc DATE REVENUE BOND ISSUE PROJECT SCH. I a 2 ) TYPICAL DETAILS t a� .' =-�"' ��._ _ wr�l..". r...��`+...,v,.•,w:>��"`'eu.,. T.:._ca�. - - ' �+° � ...%•�s.�..,s,+e�c�a�'a�.�..�,� '�s 4 , A 1 \1 MEMO l �J -? IIIIIIIN L ID J w l EXIST FW49 J 14 y,>,eA T EX /S T (PULL JD /NTS' I / Z -'' ,4 C 8,' ATE N V/gLYE �l.x M ` A eEQ , 8 E W _ (PULL J011I rs N 8 " f /PE /1,1 EXIST. As ,r EQ D) /�-00 X11 I VA vE S -3 4- 3 Co --- --� J - t �i ✓O GQ TEE 4'1 G, Z• To /ST. Ex FL � � /N� fa,� • 6 E A�� vON � S , t11 C - D� 1A VE I CU 7 d 'PLUG A J EX /ST 4 C. II ?o'►.X'1`"� I Ex /ST CPL A�t�kIDD�/ - ,_3„ MDA Co„ AC r I 3 B "x h ",�EDc /CEO I { EXIST � GPL'G <TYf') , C(1 T �' PLUG 3' -3 "MGM �U �-_- - {a- A C J U NrDNr o Va CAQ ST, DE 7" CoNr�.lE � 7 IL TA IL NEC T 0/4\'d DE7AIL - T, S , EX /ST - 14,, v - ' ,2EM0VE EX/ . .s: cT FLG. �' C Oi•/NC � �yy�� � _ _,�; '_FIB' (, --1. - --- --- `' A�` L - � 1 - c� EL - TE �-O , w ,REMOVED a y M - ---� -- CED W NEW �°L�4 _ ` - o d y" FLXRT d1oPior E E {.> 3 vj dA 'L fi 1 - CxFL -13d SC_1r�1 � rr N G ATE L ' CUT o PL~u B G A UUN: GATE. MALI/ ,q/3 t1�✓ . ,: „��° 1ALVE - -- - - E , - 8" rE Ajfi Tlo i� N DE 7A G 8 (° .'-�: - �'' GA 745 I�ALVE 1 ,- N.T. S • ` -•• 5 °ELL -'°". _ � �� M1 N� � E L- - EX /ST. la "�1C 3' 3'�N1O,4 � C/'L'�, • �, � /.I�c� rJ T 4609 - _ `'X /ST. to '%�►C If PIPE Liii Re awe r �� �-� O I EX T ` E - . , • ; , �a r�lw Exr s7. 14" . Cl° V 1 BE fzEMo E 0�r CONC. PLUG 61 '� a - GLACE / ¢ -� s .p C��r � ,✓— , EX /S T I A.�E T— . I A II T � 4" SL/P-W LD FLG b _. a �, .. / 4 ' .. E y k, L0CK 1 P��LJS AVE. 1 us C _ J � UBBA� 'CIA Wei `` :.K EL �EX /S T P. 5 i Dow��,L _. rt r. .F COw/�1EC TIC. L�E7 l L E i� �.- n O �. T CCU EST .. '^ ! AP,,PR0VE0 c i� T,.: _ ., FS T I T „mot/ JiJ+ -�. A , F, R. C. _ E 4 -- - - - -- - ALE. R -y.. „� I_.. A Rt?v C /�.�. E. GINEE ti,� DESIGNED P NeJ E C - _f -CON S -UAJi. - p�: -i D E D . COMM, • ---- — RAWN'/._._ �-- -- 1A 0,.•� C9d0/Z_ `� T E 55 AVENIDA 4F 1_A plA1A, A .:.Le. tAOF4�,,. 2.031 Np SCALE D ONTGOM RY R C. E NO. D A 22 - INC- CHECKED � JAMES M. h; ENGINEER v _ CHECKED _ SULTIN, R p = = ESCRtP k. _ - V:i ►wtw`s:' — - -- f IJ � a REV I# '''� { 1� ik� x /sT. — \ ,r WATEIC, � Al3ANv��.r w E T TA I - � coN�!EcTio/v NEw � � w� ✓ALV� - --- �uL �olN rs c X /ST. /Z �a IL -/ L I - I ex /S T. /z , CU 7 I: , REA40VE VALVE TO I" a I s.�wD. I = ryp EXIST ✓VE. L-Y/S 1' I �L A IVE , { F y 1 t n t,i`` x� 1 � yA L VF_ /iY,/ 1 I 1`>1PEL 11,JE All ► (i .�-° _ r , NEW CONNECT TD -- - � T I_ A S v I a 8 � C /`1 � T .A c•. _ G � T. 8 I �C.! C L �" -sue j�L L1 G-� ' � `' -,° ABANDO _ � �� � ' 4 . C T /DJ� T..1 �-- f /V, r.. S. 4"1, Co-" ,- 4 eur r6e- C �'ONST COCT /2N 4y os7' 4" b /. MECrIA ICAL Dwr FiTT"6S A"L 'r Z A 3 BOA 1S '�G?'D F� ? }�• T, r 7 ' c r- 4� ' Ay S. 4F if � �1411 SL! P _ K, WELD r ^LG. _ x J, evve 7Cx1�+ ism a , _ _ f 1 I SAN GIEGUITO ..:WATER DISTRICT _ RE\kO..UE ,BOND�_ISSUE PROJECT N_ - . ( SCH. Et DETAIL Q Ir1N D d� -T ` ` _ �, _� � �„ � _ � " {I • , a , III