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1996-4800 I� *' NOTE: I'... I TO TOP OF PIPE .,.� r. CONTRAC70R SHALL VERIFY THE 'I EXACT LOCATION AND ELEVATION ALL WATER EL ATIONS SHOWN ARE r r 3AD i r .r O. EXISTING UTIt.IrY!PRIOR TO THE START OF ANY CONSTRUCTION. w0 r - PROPOSED GROUND OVER C WATER 360 TOP OF EXISTING 12" A.C.P. WATER TOP OF NEW 12" P.V.C. _ b - 350 350 r CL 150 WATER MAIN i- 340 .340 EXISTING GROUND OVER fL WATER - " - y r !2'tsr ..330 — `- 3.90 g.£ 320 PROFILE SCALES 310 v Ii I 12 13 14 15 16 17 18 19 20 '..21 22 , a tr \ 1 I i M-9r , - a Wag w -aa „ ,e w162 W -161 W-85 _ NN F r r.. p { 2S C� l •12” P.V.C. CL150 -. —:,� -. -•.., "s:.; C �. WATER MAIN - RELOQATION i I r o. IElPUTE1 TOR E%PIANAI'ION l , ' ' � AS —D,oEn,D .,mO,.,Eo,O., .TE.Cn..H.m n N CALMAP WATER DATA TABLE Geo Inics eN..... QUAIL GARDENS DRIVE S U% nco (F —O 75 27 12' a � v � 'Y O o ' ...._.... ....._._. _.._...._ — ___ __ DEPARTMENT DRAWING N0, AIPRO ED DAFFT REFERENCES DME BENCH HARK SCALE er,,,co e.. —� m �— a, oESatiFno roa . ea ss orsk .o.,rra , �+' ' a PLANS PREPARED UNDER THE SUPERNSION OF RECOMMENDED BY: AAP VED P4ws FOR ���N rM s+ Dse x s s la" EL c o E,u. �•. ».,. ° E- 4/241% Br �JC e, qA_",.,, APPROVALS CITY OFOLNENtwN WATER RELOCAONGII EP` " "'' '(4800 1ENrcr,,.. _. ` ,.aN,a�m..r..° d,.m 4". ED SU CO, L CAL _ AS S,lOWN .fn+ qC.E. NO 39411 4 L.( p�� SrA 11}]D N STk 1aNM CONTROL c! r05 ,YM4vER5 Y Dn *f 9':. tY. -QC. D iE l L.F..G LEVnDN. 11020 DPiVM '~'p""�°"'O'°014 °" REG STEREO CiVI ENC NEER EXP'. ...___ ..._....._ —__.._ �...._""____..... —.._ _ MS.L. .K \D7}d77 + \I \,MP \IXYIFIRI l - r _Etld�.G+Ia ,rye, m r ALL WATER ELEVATIONS SHOWN ARE TO TOP OF PIPE= -d* NOTE: �9 1 CONTRAOTORI SHALL VERIFY THE � 0 EXACT LOCATION A IT ELEVATION 350 ',. 350 OF EXISTING UTILI -PRIOR TO ' 1 III : 1 I ITHE START OF 1AN CONSTRUCTION. I TOP OF 12" WATER ,.... ... ... .. 340 °4 PROPOSEDI, GROUND OVER fL WATER 330 330. ,s mr EXIS71NG GROUND OVER (K WATER 4C Vl' w n 320 a, ....., ._ 320. 4- 310 i 1 300 300 , ' i e I I I I 290 1 290 ` PROFlLE SCALES i { f - s�D�D1ro E 32 VERT. 1._B 15 16 _ „ 17 18 19 20 - 21 22 - '[� _ it D.I P. CL53 WR'N —ENE WRAP _ RFS'lwN AND POND ALL JOINTS 6 / s ' W 298, / \� —W-293- 1N57 �t 1 D 9 WIR " i • �. I Wd. 11 �bOE rESr "s q1p o fkrsr 2 / W- I / Q W-292 N w r ?sN / 0 1 yl. ��� / W-290 9 W NNtNFA5EM6Ni , , I n ' \ mi � p5TR1G1 Si rw w i _. fq � SEE PLAIE' { �� GcotechniDs ' eFNtlnq/on'Incorporated t �.N 9Y18 f3', i N YJ3vr II IIS _ (APPROVED GAIL: I REFERENCES I DATE I BENCH MARK 01TRI)l —1 105 z12f (1A11M MSL. SCALE -' I o e., m "...G�.. "p�... s•e'' — ,Y- --- -P1- PLANS PREPARED UNDER THE SUPERVISION O 9./� ore: 4/8/97 F C.E NO: JB4)9 DR 9 REG STEREO CIHL ENG NE£R EXP:J /31/9] tDED APPROVAL$ 9Y: APPJ,ipVED_B'R / DAif q9 97 — ' P CDR CDMSI UGIA>N OF. M 99 -06d OLNENHAIN 12" WATER HIGH LINE SfA 13 +93.M'.lD SrA 11 +4QJ1 .... SHEET 4 OF S L \ENCINITAS RANCH\WP\OL'M'IR \511TO4 FOR EXPLANA -K Y NICAL MAP �A- wn Fee � DEPARTMENT DRAWING N0. P CDR CDMSI UGIA>N OF. M 99 -06d OLNENHAIN 12" WATER HIGH LINE SfA 13 +93.M'.lD SrA 11 +4QJ1 .... SHEET 4 OF S L \ENCINITAS RANCH\WP\OL'M'IR \511TO4 REVISIONS PROFILE _SCALES j 11 _ � t - -- 1 2 3 co,TB.oq 4 5 6 7 8 9 10 H.0 a sz� W --3°3' W- 1az "�,r. m -IeI�„� % F . �..�" •JCL WARE MBA r cA t r ao T 'W -269 � 'P2�f Rd . —__ _ M1 {{} I� j 4 I I . � p> ♦Sv 17 DIP GLSJ FL X FL SPOOL 25 (c— NI' FL X F GY v 7, If— TO BE AC X I _NER \. DETERM C-0 N _B) iERF£RrNG r r u ` __ —_c —_ EXrSIMf. PIPC e i SIB° r1 QUAIL GARDENS DRIVE '� °' "a "" "� 90' FL X FL BCND- }HRUSi BLOCF prSBE ggrvn}CF Mary 8J 2 -- - (FUTURE) nNDONEO r { r - ,I CONNECTION DETAIL t �,. po0 ` v - ^ PROFILE _SCALES j 11 _ � t - -- 1 2 3 co,TB.oq 4 5 6 7 8 9 10 H.0 a sz� W --3°3' W- 1az "�,r. m -IeI�„� % F . �..�" •JCL WARE MBA r cA t r ao T 'W -269 � 'P2�f Rd . —__ _ 0 22 t/T R X PJ BEND p> ♦Sv 17 DIP GLSJ FL X FL SPOOL 25 (c— NI' FL X F GY v 7, If— TO BE AC X I _NER \. DETERM C-0 N _B) iERF£RrNG r r u ` __ —_c —_ EXrSIMf. PIPC e i SIB° r1 QUAIL GARDENS DRIVE '� °' "a "" "� 90' FL X FL BCND- }HRUSi BLOCF prSBE ggrvn}CF Mary r ._._ _ 'C7�"`� 2 -- - (FUTURE) nNDONEO r { r - CONNECTION DETAIL po0 ` v - _ —� CXLSTING ORE FEMDVE DR GROU} cwTEcr,NIOAL ro , aRaN00NEp F,LL PER ro£ WATER LNTA TABLE I I( _ — 0x'10 9 $6 - , � / P r"E NEST* r — — — �� \ II y, '— SFE CDNNECIUN OEfaR HERSoN REPORT) BEMNEi/(✓EI. LEN 9EE PLATEI FOR FJIPLANATION mf � B� _k RAOI� BEOTHE.CH„ ICA —" TA RAW$ m .n A LMAP _ � Eez� � ER Geotech ics = uC r ��lnco rp orated !•D. o o I�' T t .. —DATE _ REFERENCES DATE BENCH MARK SCALE vraeo ar: x..to : y>`' •`�o Y �rr � � � � � APPROV CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. p� = tl r 'DESCRIPTION, TOP CF ER 55 p $K M O 5 6 24.E NO PEAL A 201E S50 PUNS PREPARED UNDER THE SUPERVISION OF DATE 4//0/97 -. RECOMMENDED BY. APPROVED BY: Br. -. BY ... .. OF OLIV N WN WA RELOCATION NM R4-066 E D D 4HON SU CO ER CAL A5 ERTCAL' /.N+ /Mnq _ v� /�R yvy... ryD J84>4 ,. % R.C.E DATE D TE . sr", I." 70 sTA 11i0p.00 ..... t „... SNEEi 2 OF $ CONTRO GC 5 ELEVAHON r202P DATTIN. IROL. ,• e.,•we 4 �,v • `^^• ^ ^ "• "1 °Y ° ^ ^°� w' DRU J' RS HEGISTEREOY CML ENGINEER E %P J/31/9] .. - .._ RGE P.B.E. _ -_. 3 4\ ENCItIRAS :RNICH \INP \OLVYRR\aHTDR ",