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1996-4800 I (Plans) L OLIVENHAIN WATER NOTES OLIVENHAIN WATER PLANS FOR WORK TO BE DONE 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC THE DETAILS AND MATERIALS AS SPECIFIED IN THE OLIVENHAIN WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS FOR TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE THE CONSTRUCTION OF WATER MAINS AND FACILITIES, DATED SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DECEMBER 1987 WITH REVISIONS. CONTRACTORS SHALL HAVE DRAWINGS (LATEST EDITION). A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND-REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, TM 94 SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. I I 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DESCRIPTION SYMBOL I I DISTRICT'S INSPECTOR. INSPECTOR'S SCHEDULING MUST BE I I SUBDIVISION BOUNDARY ...................................... 24 -48 HOURS IN ADVANCE OF WORK. ' II 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE I I 74 LOT LINE . ................... ............................... WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES I I r EASEMENT LINE . .................... ................ BELOW CENTERLINE FINISH GRADE OF STREET. - II + r 5. INSTALL A MINIMUM 1 –INCH WATER SERVICE TO EACH LOT. + EXISTING SEWER AND M.H. — - METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A I EXISTING STORM DRAIN ....... ............................... 3/4 -INCH HIGH LETTER "WP SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER EXISTING WATER LINE ................... SERVICE CROSSINGS. � _ _ 73 ..................... - -- --- �------ ___.. -- - - --� - -- -- 6. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH I 75 PROPOSED WATER LINE ....... ............................... w POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAGDALENA ECKE 1 12" GATE VALVE .............. ............................... — 0 W MAIN PROFILE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW - OFF WHEN LOCATED AT OR PARK I FIRE HYDRANT ASSEMBLY ..... ............................... w NEAR HIGH OR LOW POINTS. I �� AIR & VAC. VALVE ASSY...................................... ---- W 7. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS 1 SHALL BE MADE DRY. THE TIME AND DURATION OF ANY 1 BLOW -OFF ASSY.............................................. _o- W SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO I I 67 WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 8. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGE- I I \ \ 4 MENTS FOR HIGH -LINING TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS. NO SHUTDOWNS WALL BE SCHEDULED ON A FRIDAY. 9. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PROLONGATION OF THE STREET + , 71 I RIGHT -OF -WAY WHENEVER POSSIBLE. 10. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. Q UAIL SITE 11. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK I I _ r LEGEND WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING i I �_ I PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT 1 1 / - 1 1 �3 INDICATES SEWER AND WATER SHEET NUMBER J PRIOR TO CONSTRUCTION. I I I I O 12. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, LINE PARALLELING, STREET LIGHT / I.E., LINE CROSSINGS, OR PROPOSED 66 5 I I ! / - 73 FIRE HYDRANT ♦ ■,�eww CONNECTIONS, SHALL BE FIELD VERIFIED. ALL EXISTING OR I I ! / _ _ _ _ _ _ ! _ . - "� --o--- SEWER MAIN AND MANHOLE PROPOSED UTILITY CROSSINGS, OR UTILITIES WITHIN 10 -FEET I 1 1 L _ _ - _32'x- _ _ _ _ _ - - - - - - - w WATER MAIN man OF PROPOSED WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT – PLANS. I - – – _ = STORM DRAIN LINE I I >lwcrnc ■orw tIIIIIm I I 13. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL I I I I ocswx COMPLEXES AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS I I I I 68 SHALL HAVE AN APPROVED BACK FLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. _ - I I I ,.�,� yICIN1TY MAP 14. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE STANDARD SPECIFICATIONS. I I I NO SCALE THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALUES (CLOSED) AND APPURTENANCES. 15. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE 64 WANKET 69 WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES RESERVOIR + 16. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE - -- - BY USE OF JOINT COUPLINGS WITH e MAXIMUM DEFLECTION OWNER PERMITEE STATEMENT PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. INDEX MAP 17. BACTERIOLOGIC TEST SHALL BE IN ACCORDANCE WITH IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE THE STANDARD SPECIFICATIONS EXCEPT AS FOLLOWS SCALE 1" =200' PLANS (A) PERFORM BACTERIOLOGIC QUALITY TESTING AFTER DISINFECTION DECLARATION OF RESPONSIBLE CHARGE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A FINAL FLUSHING, AND REFILLING OF THE PIPELINE. COLLECT REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR TWO CONSECUTIVE SETS OF ACCEPTABLE SAMPLES TAKEN AT I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS LEAST 24 HOURS APART FROM THE PIPELINE. TAKE SAMPLES THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER FROM THE PIPELINE AT 1,500 -FOOT INTERVALS AND FROM RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PROJECT AS DEFINED IN SECTION 5703 OF THE BUSINESS AND PROFESSIONS COMPLETION OF THE IMPROVEMENTS. EACH END. REPEAT THE PROCESS 24 HOURS LATER AT THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS NOTES CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 2 SAME SAMPLE POINTS. THE SAMPLE POINT SPACING MAY BE AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE UNDERGROUND SERVICE ALERT � ADJUSTED IN THE FIELD BY THE DISTRICT'S REPRESENTATIVE. AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS PLANS WITHIN EXISTING PUBLIC RIGHT -OF -WAY WITHIN 60 DAYS AFTER CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE FAMILIAR WITH AND IMPLEMENT REQUIREMENTS OUTLINED BY THE CITY OF ENCINITAS AND THE COUNTY OF SAN DIEGO, DEPART- ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK o (B) DELIVER SAMPLES TO A CERTIFIED LABORATORY WITHIN THREE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, WITHIN THE FOLLOWING PROJECT PERMITS: MENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE CaII:ToII FREE HOURS AFTER COLLECTING AND HAVE A BACTERIOLOGIC QUALITY IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, AND DOES NOT RELIEVE ME AS AN ENGINEER OF WORK OF MY AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLECT OF THE - U.S. ARMY CORPS OF ENGINEERS 404 PERMIT RESPONSIBILITIES FOR PROJECT DESIGN. UNDER MY 1 -8 TEST PERFORMED. TEST FOR COLIFORM ORGANISMS AND PERFORM OWNER OR THE ENGINEER. - CALIFORNIA DEPT. OF FISH &GAME STREAMLINE 422 -4411 33 A HETEROPHIC PLATE COUNT FOR EACH SAMPLE TAKEN. COORDINATE THE COLLECTION THE SAMPLES WITH THE LABORATORY'S HOURS OF ALTERATION AGREEMENT, SEC 1603 HUNSAKER & ASSOCIATES, INC. O 3 - STATE OPERATION AND ALLOW ADEQUATE TIME FOR THE TEST RESULTS. E WATER RESOURCES CONTROL BOARD 3 HUGHES BY: Two WORfcn�G DAY'S BEFORE YOU DIG DIVISION OF WATER QUALITY, GENERAL IRVINE, CA 92718 r 43 5600 DA & 'CA Remember that the USA Center (C) ALL SAMPLES MUST SHOW THE ABSENCE OF COLIFORM ORGANISMS AND THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR CONSTRUCTION ACTMTY STORM DUN PEW notifies only those utilities belonging to Z ALL HETEROPHIC PLATE COUNTS MUST BE LESS THAN 500 COLONIE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. - CALIFORNIA COASTAL COMMISSION COASTAL nn CARLTAS DEVELOPMENT COMPANY the center. There could be other u t�lities ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE !�`l1W 4� 8 Presen t at the work site. The center will PERMIT NO. 6 -94 -60 - -- 5600 AVENIDA ENCINAS, SUITE 100 FORMING UNIT /ML APPROVED BY THE PREPARER OF THESE PLANS. nform you of wham they will notify. - U.S. U S DEPT. OF FISH & WILDLIFE SERVICE DRU J. MAYER RCE No. 38474 DATE CARLSBAD, CALIFORNIA 92008 0 18. IN NON- TRAFFIC AND LANDSCAPE AREAS, REINFORCED FIBER- PERMIT, SEC11ON 7.10(a) OR 4(d). EXP. 3/31 /OI GLASS COVERS SHALL BE USED IN LIEU OF CONCRETE COVERS FOR METER BOXES ON METERS LARGER THAN 1 % '. THE METER \ �` BOX ITSELF SHALL BE MADE OF CONCRETE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. FIBERGLASS COVERS SHALL ENCINITAS FIRE PROTECTION DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT o BE MANUFACTURED BY CDR SYSTEMS CORPORATION OR DISTRICT APPROVED EQUAL. POTABLE W SYSTEM RovAL MAP DATE IDENTIFIER Z 0 Approved by: B ENGI R G COR ORATION DATE OF LATEST CHANGE TO THIS MAP ti O • 09 /11 /eS BY: R.J.G. o Distri s ons I n nee 0 APPROVED BY: 6 INAS 108 DATE OF THIS PLOT APPROVED BY: NN1 AUFO SNIA Z U.S.A. O4 08 97 DATE: L5m5 SD 001 494 0 4 619) 43 1 —5600 FAX 619 431 -9020 R.C.E. 1lP. I ml DATE JOB NUMBER W REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY: �,of ESSr I N J. . D.J.M. AP PROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. m REVISE SH 4 AS NOT ED ON 4 _ 10 15Lss DESCRIP OF BRA DISK � µ ` Y E `� , PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP VED BY TM 94 -066 y __ -- - -_ - - -- - -_ - - -_ -__ _ -_ unsater �, a s OLIVENI-�AFNt WATER PLANS FOR 1 , HORIZONTAL: AS SHOWN REVISE SHEETS AS NOTED ON 3 do 4 4/11/ !N WELL MONUMENT . H ) � � O 0 � I ADDED "ASE"LT" 9 /ll J�J$ Na. W474 i 1 24 LOCATION: STA. 64 +24 EL CAMINO REAL w DATE: �/4�97 BY: BY: 3/31/61 ENCINITAS RANCH TM 94 -OSfi W - - -_- ssocfates Irvla� Ina •- T ONSTR . RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN i �ER R.C.E. N0: 38474 / OM. D. C. � O* CONTROL PAGE 105 r c iv il. DRU J. MA DATE: DATE: �L - 9 TITLE SHEET do LEGEND LL -- -__ -_ JHWHEI IRVINE, f1M mum Q'�'CAI +F 3 3 1 SHEET 1 3 ELEVATION: 120.20 DATUM: M.S.L. REGISTERED CIVIL ENGINEER EXP: __� __ LO R.C.E. OF 5 B�L'�. a L: \ENCINITAS RANCH \IMP \OLVWTR \SHTO1 I 1 ` 4A6 A�f�Af �� AR� O T� Nd _ t - - , ` TRSi U: 11EMY THE T! G'AtiO A �: �L EXACT, LO lV OP ING U �'! l RIOt T ONS7 0� THE :START 6r A � _ 1 174 A _1_4 i i t 1 I , ; t 1 E M - _ mM tp WM i[) e h N N h i. . M t �_._.. -, .. - >- <. � _ _.. ___.. -- ,. _� F .. __ , . » • ! ; t y r � s I _ ___ _ .a... __ _ � � iX1 i > Il k l ist �i t { Y _ , , _ x _- s E W 1 - f a , v _ • t I . N t Q O N to 3 • . , O -L r �i y _­ - ­' - m M M O •- M ! t I t t f : t i - s f ' �.. • 333 - � -- � r � - .... _. o a co C x_ PROR SCALES VERT.: 14 1 _1­ - J .. . . . . . . . . . T_ T FT _ 1 2 3 104 4 5 6 7 8 2 9 10 B. C. w =® J W \ ` ` Q w C3 ul � W t� \\ Op Z 1 y � W r 4a 6B S? ,, + iii ago o �N l 'h 9po /r G __ o a) a) ui u - .. + O (� N \ + � ti , O p cn o -- o J \ 1 p ti 5 _- _ __.._ HOC T SCALE: 1" , 1 � � ` �E4,S — — _ _ _ o - - s �� - - PROPOSED 12" PVC 40' ` / / �3 , - - _ _ - _ 9 CL 150 WATER MAIN / o � 6 -- M +U N �� W ° o 22 112 FL X PJ BEND 1 �c a , + m + 12" D. I. P. CL53 FL X FL SPOOL 3� of 330 h 12" FL X FL G. V, 7.25' (EXACT LENGTH TO BE I DETERMINED IN FIELD.) AC X FL ADAPTER 3 ,n 334 / 336 ROMOVE INTERFERING PORTION OF EXISTING PIPE EXISTING 12" AC - 150 WATER MAIN Q DRI EXISTING WATER MAIN /. 2 - 90 FL X FL BEND THRUST BLOCK TO BE ABANDONED W \ti ( FUTURE) 3 CONNE nON Z NO SCAL EXISTING LINE TO BE ABANDONED _ (REMOVE OR GROUT FILL PER THE 36 - - - -_ -- GEOTECHNICAL REPORT) WATER DATA TABLE rkll �. B /DE RAD /US LEN GTH REMARKS _ N 87°08'08' E - - -- - - 10.00 12" CL -53 3 DIP ' p r U EXIS - - 2 f �__�` ' 2 N 76°24 w 258.52 12' CL-150 PVC MAP DATE IDENTIFIER 2 9 o -- --� - 354 DATE OF LATEST CHANGE TO THIS MAP _T fiERO 17°55'54" 718.00 224.71 12" CL -150 PVi, o O9/ 1 I ! 98 BY: R.J.G. t -= -- - _ _�� 0 N 4 0 20'00" W 244.00 12" CL -150 PVC DATE OF THIS PLOT 358 x - `� -- s 26°30'25" 568.00 262.77 12" CL -150 PVC 04/10/97 I 360-- \ APPROVED DATE REFERENCES DATE BENCH MARK SCALE R N R.J.G. M N CK APPROVALS CITY OF E N C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. m REVISIONS PREPARED BY: QR pfEssf AS —BUILT PER POTHOLE 10115196 DESCRIPTION:. TOP OF .BRASS- DISK - uns:ter h �e�'a�J Y F �,�, PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY TM 94 -066 - - -- _ PLANS FOR CONSTRUCTION OF ADVED AS -BUILT g•'i� 'J /11 /'S IN WELL MONUME HORIZONTAL: AS SHOWN NO. 38471 DATE: _ ' - _ -- -- - - -- - - - - - /D �Z -- BY: - BY: - - -- - - -- - OLAIENHAIN WATER RELOCATION - �OC� � W r. is AI - _- LOCATION: _ STA 64+24 _ EL CA MINO REAL W - - _ _ - ssocidtes hvrnq Ina ~ 2 - - RECORDED FROM:___S.!). S�Q,__Y�R -- - - VERTICAL: AS SHOWN _ � � �� �� C PAGE 105 � nvn� EiCALfPORff1A MM R.C.E. N0: _ 38 00 7Z? STA 11 +00 � civic ?AYE _ — DATE: _ ___ _ DATE: — _____ STA 1 +00 00 O _ -- Pliee�e� • Body S • s M f auoNSS f27i! rn+► � cA►. �'I f DRU Vi- 1 01 ELEVATION: 120. __- DATUM: _M_ •S•L• REGISTERED CIVIL ENGINEER EXP: __1 R.C.E. — R.C.E. __ SHEET 2 OF 5 3 W L: \ENCINITAS RANCH \IMP \OLVWTR \SHT02 { i : y I ; I : • r y ' i I- . 4 j I P 328 6 i - 6 ; y { a 1 III JJi i Y .: i t ' i I ii Y • Z I i r _ A 3 r N t s` 3 , M 1 I - i FF { } I } 1 y 444 { {{ 11 � .,.. _ _... _. ..• _.... _ ' am r . x 6 3 _ I _ , t I } A4 il l I E­1 uj 4 : PROFILE SCAt_ES _ �w rt- ORIZi. 1 ­40 11 12 13 14 15 16 17 18 19 co 7 0, IL y N - _ 15 _ / O 3 - _ -� A w - tc) \ 9� + I M U � a Eu � c I 6 = QUAIL GARDENS DRIVE Lo J (FUTURE) z MAP DATE IDENTIFIER WATER DATA TABLE DATE OF LATEST CHANGE TO THIS MAP w U BEARING/DELTA RADIUS LENGTH RE p°>/ I I / BY: R.J.G. d Ot 33 568.00 332.54 12" CL -150 PVC DATE OF THIS PLOT W 2 17°53'56" 532.00 166.19 12" CL -150 PVC 04/08/ 4 08 97 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY: � ESs� R,N, • J• • K,ntt. APPROVALS CITY O F EN C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. m nEVrsfo ,wv► LINE L ocAnoN, REMOVE cv 4/1/ DESCRIPTION:- TOP_ OF BRASS_ DISK _ �` °� ""''`�' PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP OVED BY• TM 94 -066 ADS 'AS-WLT• SL 21. 0 0 3 �✓ / �8 IN WE LL MONUMENT• uasi er H PLANS FOR CONSTRUCTION OF � • _ - - HORIZONTAL: _ -- -- -- -- AS SHOWN 80or ~ TC CON LOCATION: STA 64 +24 EL CAMINO REAL NO. 35474 �, DATE: — 41"7 BY: BY: OLNENHAW WATER RELOW70N - - - RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN ssoc�atea Irvlaq Iaa `'� '�"�' A ^ 2 � � R.C.E. N0: 38474 CONTROL PAGE 105 +r civl� DRU J. � DATE: DATE: -- Q7 STA. 11+00.00 TO STA. t5 +98.72 ttf PAw e*r • ` • s -vyft F E 31 o ELEVATION: 120-2 _ DATUM: M.S.L. 3HMOs ERVI"L M4)=4" 3 oFCA�% REGISTERED CIVIL ENGINEER EXP: _L_ -� R.C.E. F SHEET 3AOF 5 3 4J L: \ENCINITAS RANCH\ I M P\ OLVWTR\ SHT03 I t0 1E ELI d 7t: 'EXACT, � f"7`lON E�'TI�3N A XfN l}fif'tlflR TO J f +f POP VF e_ - t i i TV? 3 i - ° i i s ° i F 1 , i i . F 7 v I t x • • I Zi I t - 1 - LJ --- L 7r Tt oil m , u , F e : ° . � X ° { r s in • - PROFILE SCALES PER S h � c c _ ' 4 1 ELEVATION: 120.20 DATUM: WRIZi: vi o _T r T 15 6 ° N 17 18 19 20 21 22 © tY D. L P CL5 WITH PO NY D E W RAP �sx RESTRAIN AND BOND ALL JOINTS lw A Cl Jul pti�' g o C 344.0 3 0 �• w ? 345.0 0 2� � 1f •3 ry I 8 3 4 G h PE EX /ST 400- .0 A plS 1 � NS �R 0 F c►`�' o 9 ! 1 � � WATER DATA TABLE MAP DATE IDENTIFIER 2 DATE OF LATEST CHANGE TO THIS MAP U BEA RING /DELTA RADIUS LENGTH REMARKS F 55/11/65 BY: R.J.G. 0 N 42 8" E �- 200.04 12" CL -53 DIP DATE OF THIS PLOT W 2 N 2°33'42" W 346.55 12" CL -53 DIP 04/08/9 ^ W DES IGNED '"" K RTM m REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED BY: pFess� R.J.G. .J. G. .J. M. APPROVALS CITY O F EN C I N ITAS ENGINEERING DEPA ENT DRAWING NO. AS —BUILT PER PO 1 0/15/9 6 DESCRIPTION: _ T OF B RA SS DISK _ - unsster ��`'a� ' � PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP VED BY• TM 94 -066 ^ - _- — - - _ - - - PLANS FOR CONSTRUCTION OF REME A WN LANE LOCATION & PROFILE 411197 IN WELL MONUMENT. ti HORIZONTAL: AS SHOWN A DDED 'AS (p, 8 , ?j'co 3 91 �� hs LOCATION: STA 64 +24 EL CAM1NO REAL w No. 3 8 474 DATE: — 4 /S/97 B Y : _ BY: __ -- - QLIVEINHAIN I r WATER HIGH UNE �g00 ^ W T /V T RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN ssocistes Ir J74 lna EML 3/31M - - CONTROL PAGE 105 � civ�� .� � J. MAY R5� i R.C.E. N0: 38474 DATE: DATE: STA. 13 +98.72 TO STA. ?1 +45.31 ^ 2 rkj&Rft . BAOf- nina • S -Wyfet f - - M.S.L. 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