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1801 i GENERAL NOTE WORK TO BE DONE: 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF 2. THE STRUC TURAL ONSHAW IEGO COUNTY OF SAN DIEGO TRACT N0. 3897 -3 A TO THESE PLANS; NGIINEERDEPAR STANEDARD SPECIFICATIONS COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE STREETS ND STANDARD REFERENCE DRAWINGS. APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY.�lS1L J 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT OF -WAY SHALL BE SEWER NOTES 1WROVEMENTS STD. DWG SYMBOL CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, STORM DRA /N'e' PREPARATION OF SUBGRADE i PAVE NT----------------- ----------- CURB, CROSS GUTTER AND PAVING. / / \ a 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY WATER SEE SHEET � /JAM Q Y 5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES -- �i�►iT.r�. 6" AC BERM ------------- - - - - -- ------G-S--------------------- SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE DESTRICT (L.C.W.D.) STANDARD SPECIFICATION. I sEF avT STARM DRA /N 'A' RECORDS. TO THE BEST OF OUR KNOWL EDGE, THERE ARE NO OTHER EXISTING 2, THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO I SE s/v69 SEE SHEET 4 STREET LIGHTS 100 WATT HPS ---- +------ E -1, E- 2----------- - - - - -- --0 FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR S I ANY CONSTRUCTION. !//Y1T /YO, o / 3 �jG /37 / _ IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY /YD .3 STREET NAME SIGN --------- / � /9 � - -- t----- DS- 13--------------- - - - - -- �- UN /T =- EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF 5'�fyEA' RECORD OR NOT SHOWN ON THESE PLANS. 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR I I �\'� --r AvE� /,// TO BACKFILLING OVER ANY SEWER Y s. �9 � � /� � /54 VCP SEWER MAIN ---- - - - - -- + - - - -- S -4, 5 ------------------- 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE /t6 __ ______ _ DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO �4. THE DRAWINGS AND TV DATA HEREON ARE HEREBY MADE A PART OF THE W ,SENLrR MANHOLE -- --- -- - - -- ----- � /? EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES � / i� /J1 lZ A�3 � I t 5 -1 ______ -- '�O� CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY SPECIFICATIONS. II i - / -, GH EE / \ S ORM X24 SfGNEETZ i SEWER LATERAL -- " L------- 1------ $- 13--------------- - - - - -- --0 SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS 5. NO REVISIQNS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF N G gEE i� If DRAIN IC 6 cw6 SEE TS / \ 6G UTTER----- - - - - -- 6- Z---------- - - - - -- --^- IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING THE L.C.W.D. ENGINEER. \ �� / \ � SHEE \y s - I i ���� / 6�l l20 14 BROW BROW (REINFORCED) - - -- C / -- ------ - - - - -- FACILITIES. 3 4 /ZZ AS TO THE ACCURACY bf THE LOCATION OF OR THE EXISTENCE OR NON W \ I /55 //y //S ______p -75 Ty'g'______________ 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS &ELECTRIC COMPANY 6. APPROVAL OF THIS PLAN BY L. C.W.D . LOCATION DOES NOT CONSTITUTE A REPRESENTATION N J &N17 BYO. / GUNITE DOWNDRAIN ------ - - - - -- PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 147 EXISTANCE OF, ANY LINDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE \ --- 0 -75 - COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. i � NOTICE. ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE LIMITS OF THIS PRO ECT. \ , /fB , � _ �� //J /,60 CURB INLET TYPE 'C "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL s CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN 7. ALL LATERALS AND MANS SHALL BE TESTED AFTER CONSTRUCTION OF ALL v v. =qw. llf IM //3 //Z A CURB INLET TYPE ' B D- 2---------------- - - - - -- fS�� DIEGO GAS& ELECTRIC COMPA NY. OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. 11 / TELEPHONE: 235 -6323 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 -HOURS IN ADVANCE OF BEGINNING WORK ' - - -- ------ D- 9---- ----------- -- - - --- = =- N I/O CAN BE PROVIDED. c� •s 8 TO THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR STARTING WORK NEAR COMPANY FACILITI SAND SHALL COORDINATE HIS SO THAT INSPECTIO J t to / TYPE --------------- WORK WITH COMPANY REPRESENTATIVES. �� � \m-� � \\� /S2 STRAIGHT HEADWALL TYPE B 0- 32--------------- - - - - -- 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 MINIMUM COVER . ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE W 107 AVEN /DA NOTICE y S3 ALL LATERALS SHALI BE CONSTRUCTED CLEAR OF DRIVEWAYS. �. \ > "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND TOSEAA \ R.C.P. STORM DRAIN------ - - - - -- 0 -60, D- 61--------- - - - - -- _ - -- ,APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. �r %b / - - -- 10. ALL LOTS SHALL BE SERVED BY 4 -INCH V.C.P. LATERALS SET AT A MINIMUM psi AN /� - TELEPHONE: 2980595. GRADE OF 2.0% WITH A MAXIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH o / RIP RAP PROTECTIONS ----------- a ------ D-40 --------------------- 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE OF 5.5 MINIMUM FEr"T BELOW TOP OF CURB AT PROPERTY LINE, UNLESS y - // T.M• 3B9J BEAR THE COST OF RELOCATIONS, IF NEEDED. // U/1/IT /YO Z CONCRETE CROSS GUTTER---------- j - - - -- • - 12 ____________ ____ _ _ �J 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE / G J•,'.,....� UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND H WIS P VED BY L.C.W.D. )0. ALL TELEVISION SERVICES WITHIN THIS PROJEC TELEPHNANCES CONTA "UNDERGROU RE TAIN I NG EY MONUMENTS- - - -__- -----L ----- 6-4 --------------- - - - - -- INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT AVAILABLE AT THE DISTRICT OFFICE. NORTH COUNTY CABLE 6/ 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE KEY MAP LEGEND (KEY MA REET SURVEY -M-10--------------------- 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON OF THE CONTRACTOR. „_ r P.C.C. SIDEWALK----- - - - - -- - -- G .T" H 5CAIE� / _200 - 1 - - - - -- 7---------------- - - - - -- - THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED SUBDIVISION BOUNDARY---------- - - - - -- WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION C SIDEWALK RAMP----------- - - - - -- ------G-8---------------------- TO THE COUNTY OF SAN DIEGO OF THE DISTRICT. u SEWER MAIN---- - - - - -- - --- -- -- -- -_ IZ. CON5TRUCT 4 LlBNT SYSTEM CONFOKIVIA6 TO ON 0 1EG9 CMAITY STANDAR05 AT NO 14. ALL PIPES SHALL HAVE 4 -INCH MINIMUM CRUSHED ROCK BEDDING, SHOWN ON I l WATER MAIN-------------------------- BARRICADES--------------------------- M- 9---------------- - - - - -- v�>T COST TO 7NE AN541C SUBJECT TO THE FOLLOWING: L.C.W.D. STANDARD DRAWING S -12. STREET LIGHTS ----------------------- � y CUTOFF S - - - - -- - -- = - -- (a) CUT -OFF LUMINAIRE 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. SHALL BE INSTALLED WHICH WILL PROVIDE TRUE ------- - - - - -- - - - -- STORM DRAINS--- --- ------ --- --- - - - --- NINETY DEGREE (90 ) CUTOFF AND PREVENT PROJECTION OF LIGHT 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED IM PROVEMENTS SIP. DWG. SYMBOL ABOVE THE HORIZONTAL FROM THE LOWEST POINT OF THE LAMP OR LIGHT TO THE ENGINEER OF WORK AND THE DISTRICT ENGINEER BY A QUALIFIED FIRE HYDRANT----------------- ------- DOC WATER MAIN IMPROVEMENTS EMITTING REFRACTOR OR DIVICE. SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED (b) ALL FIXTURES SHALL USE A CLEAR, HIGH PRESSURE SODIUM VAPOR LIGHT AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON -SITE EARTH- STREET NAPES SIGN------------- - - - - -- 11 (PER OLIVEHHAIN M.W.D. STANDAR SOURCE. WORK SPECIFICATIONS AND DISTRICT SPECIFICATIONS. T DRAWINGS AND OR SPECIFICATIONS (c) NO MERCURY VAPOR, QUARTZ, METAL HALIDE OR DIFFUSE COATED HIGH 5TORM DRA /N MOTES B - - X800 _ FM m a D t RA/NPIOE5, R.CP. ( 0 e /0Z WILL 6E AN B!/TTE/>'fL //➢L/�ET./9sfl✓BLY CL S _150------------------- - - - - -- - - B LOCK NO . -- - - - --- - -- �4j PRESSURE SODIUM LAMPS SHALL BE INSTALLED. 17. SEWER LATERAL TABLE IS ON SHEET N0. 8 1. F 13. THE CONSTRUCTION OF ONE 16' STANDARD RESIDENTIAL DRIVEWAY PER LOT, ACCEPTAQLE ALTERNATE FOR A,GP. (ZQ�O-OJ WHEN DI1(ECTION OF FLOW ---------------- LOCATION TO BE DETERMINED IN THE FIELD BY ENGINEER OF WORK. CONCRETE 18. THE CONTRACTOR SHALL CONFORM TO LABOR LODE SECTION 6205 BY SUBMITTING A TAE f7PE SIZE /5 LE55 7WAN 30" ; SURFACING OF DRIVEWAY TO EXTEND FROM CURB TO PROPERTY LINE. USE DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER FIRE HYDRANT ASSEMBLY -- - - - - -- ------------------------- - - - - -- A STANDARD DRAWINGS 6 -14, 6-15, 6 -16. PROVISIONS TO BE MADE FOR WORK PROTECTION FROM THE HAZARD OF CAVING GROUND DEPENDENT SUBDIVISION NOTE: DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE BLOW OFF 4 CA/' i9,55E4#f&,4 -------------------- ------------ �♦ INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE AVENIDA LA POSTA FROM RANCHO SANTA FE ROAD TO STATION 9 +18.60 AS MANUAL AIR RELEASE L"�P A _� FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF SHOWN ON TM 3897- AND FROM STATION 9+18.60 TO STATION 16 +38.17 AS 3E'LldYl� THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE SHOWN ON TM 3897 -2 AND AVENIDA JOSEFA FROM STATION 0+00 TO STATION CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED 3474.99 ALSO AS SHOWN ON TM 3897 -2 IMPROVEMENT PLANS, SHALL BE WATER SERVICE ------------ CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. CONSTRUCTED AND ACCEPTED fIIR MAINTENANCE BY THE COUNTY PRIOR TO THE A C x AC x FLANGE TEE WITH FL E LE----------------- - - - - -- IMPROVEMENTS SHOWN ON THESE IMPROVEMENT PLANS BEING ACCEPTED FOR VALVE TT MAINTENANCE BY THE COUNTY. IMPROVEMENT PLANS TM AND 3891 -2 SHALL BE CONSTRUCTED AS PART ' ALL A.C. TEE -------------- - ---- ----------------------------- --�� .sr 1 OF THIS PLAN IF THE ABOVE CONDITION HAS NOT TEEN SATISFIED. WATER NOTES TYPICAL STREET S ECTIONS REDUCER------------------ - - - - -- 'R 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL HAVE A , COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. GO OR 52, I HEREB Y,4 G REE TO COMMENCE WORK ON A N Y IMPRO VEMEN TS 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, OIIVENHAIN R0. SHOWN OA THESE PLANS WITHIN EX /STING COUNTY RIGHT -OF- TOP OF PIPE PROFILE_ IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF 30 1 OR2G ' ? ' @ �• A WAY WITH N 60 DAYSAFTER ISSUANCE OF THE CONSTRUCTION STREET. /O* L 20 'OR /0' ZO'0R /G' / o PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL VORKING DAY UNTIL COMPLETED, IRRESPECTIVE 3. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE _XL 5' r S ? ` AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH LOCATED 5 FEET FROM A SIDE LOT LINE. A 3/4" HIGH LETTER -W SHALL BE 7f THISPROJ�CTORUNDERMYCONTROL. CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL IDA 7 WATER SERVICE CROSSINGS. " " LA N 1008 TA �� ASS00ATE OWNEIIPERMITTEC .4.9R1��l.SlIMM£RS, / 11CO 4, MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS IN THE uOPE VARIES VARIES SLOPE AS - BU I LT I Ir ADOR ss 9N04SENE3'SEh . t/E. s'y /TE/if8 sQC./9 WATER MAIN PROFILE. PER Zx Zvi ' { PHONE 714 , f57 - Z &; -� PER ENVIRONMENTAL PLANNING •ARCHITECTURE •ENGINEERING PLAN PLAN �` p 4877 Viewridge Avenue, San Diego, CA 92123-1667 • (714) 278-5750 Ass ESOR S PARCEL ZSJ`'D /D, 0�/ 043 044 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE 7YPlE"'i" SwIcC � WET. THE TIME AND DURATION OF ANY SHUT DOWNS OF EXISTING MAINS SHALL CURBS• BE MADE SUBJECT TO APPROVAL BY THE DISTRICT. GUTTER SIDEWALK TAT L. AI R.C.E. 26433 DATE FOR STRUCTURAL Z /_ "A.G. 4 D, G CASE / H MAP W 6. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SECTION SFE !o" n/Ar ✓� 9UBG,caDE L J VICINITY MAP I TL r /CE /fS /oE�yT p�TF 2 ! SHALL BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT OF WAY GENERAL MOTE 2 - a WHENEVER POSSIBLE. W ATER a SEWER "A$- BUILT` �a LEGAL DESCRIPTION J08 NO, 072511 O RIV ATE CONTRACT < 7. INSTALL ALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT. AVENIDA LA POSTA (GO'R /W) PERMITS SHEET V4 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA AVEN FLORES (52'R /w) �� o II PORTIONS OF ca i ` I� LAS ENCINITAS IN N T AND 14 OF THE SUBDIVISION OF RANCHO COUNTY OF SAN DIEGO THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA / DEPARTMENT OF ^ueu «s ca woR� sHI� s & DIVISION OF .INDUSTRIAL SAFETY FOR ALL TRENCH WORK WHERE FACILITIE N/A ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OVER TO THE OLIVENHAIN A VENIDA JOSEFA (62' R TAT L. WA R.C.E. 2i�33 DATE REZONE PERMIT NO. /W) SITE ADDRESS W PLAASI FOR T14E IMPROVEMENT OF: _4 MUNICIPAL WATER DISTRICT. COPY OF PERMIT SHALL BE SUBMITTED TO THE SPECIAL USE PERMIT NO. P- 78 -JG2 Z DISTR)OT PRIOR TO START OF WORK. T = ELEbfAT/ON SHOWN ON PLANS AVENIDA LA POSTA 1600'+ WEST OF RANCHO SANTE FE ROAD GRADING PERMIT NO. L (h7R 7R_ _5 L4f) VISM DEL R IO ENCW I TAS _� 9. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C -1 TO READ SEWE2 AGENCY REV. APPRO 41-: ��oc K~ rw.. AYF'ROVAL. I -IS -64 AS F rte MILL CHLORINE CONCENTRATION OF APPROXIMATELY 50 PPM FLOOD CONTROL DISTRICT SEWER AGENC VVATER AGENCY COUNTY APPROVED CHANGES BENCH MARK COUN OF SAN 0 TRACT N .3897 -3 �++ OR TH WILL PROVIDE A MIIIIMUM RESIDUAL OF 25 PPM IN ALL PARTS SAN DIEGO COUNTY FLOOD CONTROL DISTRICT LEUCADIA COUNTY WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT No. DncrNtion Aovrowdby Do OF THE LI AAfTER 24 HOURS HAVE ELAPSED." I e Jd/N C /ESEL�f/AA'T- WATER WORKS APPROVAL m vVsE.I►�Viwllw s �,�►vo�. DESCRIPTION: 2 PIN JN CONCRETE w � A = ° PREC191'c� PRECISION SECRETARY MANAGER APPROVED BY SOYLE ENGINEERING DES Tr6ETA5ift /VV>�eil+ ,Old Z-�I -I'r _ c "� 4 ENGINEERS FOR THE DISTRICT V �¢ - 6 `/ LocATION:0-85 MILES FROM INT. E CANINO DEL NORTE & suwry ON ENGI E DI�EC Oe Of aU M y u iaRsr ' MAR '( Y' 1 APPROVED BY: APPROVED BY: w. Q • " � CORNER. � O 9$E O A S BUILT 3 -13' RANCHO SANTE FE RD. 1 Wf T F FENCE E : /� rrl k: CMebM by /. /A• DATE: "iEILMEn Z - 25 g 12 �' DATE: DATE: li /.� ��'a RECORD FROM SAN DIEGO COUNTY D•C. 0075 r?. ../� ? S7Yri?7 "K< Ai ELEVATION: 190.27/ DATUM: 6ti.a & 6.$. I , - / .ors is era TAT L. A. C. E. 6493 - 3897- 3 FILE N0. rl EX /STING /A/P140V X m PORTION OF 7010'. fear P. /. � /3+70.00 EL. Z92-10 to M / ~ o �u� W p P� � 2.9G -- - - w • • N P/ eo /9+00 ��W moo• loo - -�- - ]Q fX /ST.GROIIN v i -.g o -�8O � uj ' � N h a -X05 n Ggp�E " of E ( 1_ r 10 "At ERMA /N -2T� E'X /5T. GROUND r OP 1+ N al A�E ( / Y 35 N N / +� ���•b of 8• 'Q v 1 1 % = ILI ZED - P �A�� , / �1 ' -270 -' A ` tip f to I ''� �¢ , OF ¢A vJAtE� N i To V,t 1 d SCI O F� X09' 255 Z Z i2pQ2 -''� � .F 2 Q 00000 'C °i 1 2 3 2 250 N Z z45 -Z45 N i PROFILE: AVENI DA LA POSTA W ES ELEVA OrMERWW NOTE o. STA. 16+38.17 TO STA. Z4+Z1.14 SCALE: HOR /Z. /" =40 VERZ /' =4' 24 23 22 21 Z 20 20 19 18 17 17 16 15 N N =' NOTE; ALL EXISTING IMP)MEMENTS + _e / — ARE PROPOSED UNDER T. M. 3897 -2 h i JO CM /f'TyTfB1'/iYLET /0'LUrPB USE Eo % " i /PE LE�t/GTh'S 7"ll S/ ly /E�f 9-2 T.QAN9 /r1eg 'a� THiPDUG// CUr!'!�E 0. 4 / N N o ^ ?.5' �\ (/ N E S Nc L N •� s o ti N N ;� SE 5 5T001 DRAIN q N N N Q ^ 143 I N / �•i. x , \ s N O II n� N O V 0 Q Qv \ J 5 m°'~ '�� ��v 1I If F ' + W 5' w �W k v) L m /\ �. ,� Q�a i�STIiEC / //v7 II I \'q ti S v IQ'p, ° N s N w q a e `� G TY _ 5 w�� z q E M EN �*3ti PE G ,r / o ti O S ti N CUINLET N N _ [ EA\5 A TED II v URBfrGUTTE 6 nb �• W �� � h# I,9 / #L ET - TA X/L ZV /L ' `- 9 SX!A. 21+3G.018 IMIr /A 4' W STA. 2/ +3�G� AfEiY/Or9 L�9 1T.9 P6 �W s 0 �, ^ ;6 xo S /yo SCALE NO .-S'CALE d /5•/Gr44• 6 U�e.a \ p /48 a \• A,^ � . 0 h Q• L :¢10 I R w , v ✓oQ arzsa o o I x W x - / x p Ewq �j s' ,h Ji , hx �� / SJ HG1 A550GIATE � r, � $ a. � �/ PE o f m6 o ° w x z P A. R P �\ �` s2 A ENVIRONMENTAL PLANNING - ARCHITECTURE • ENGINEERING cu O 3% �� '!k q - k J 4877 View ridge Avenue, 2 6� \ ■ 0'L ,� ,�$ N _ i N s �cS /oEk,At �. n San Diego, CA 92123 -1667 (714) 278 -5750 5 � J i IL z ?Qx/ 1 S o s ti / s�e- F�� / •tf Errr �. �`3',fi,9j ✓o�40. 7Z3_19 �rC �.'.tiP�i 111�ATE CONTRACT ;� ��� ?3x)1/ ?� •� / \�n O� �y i ^ ` SHEET - � PREC'` w y�� �� �r U COUNTY OF SAN DIEGO 6 / '\^ N x� \ O W r I) Jf��� DEPT. OF PUBLIC WORKS SHEET "L y� ` 1 i �� / /�� /9T/ �� /S �'� �' > 1 �� J MAR J f �� PLA FOR THE IMPROVEMENT OF: z SiS/ �le ?��ti0 � /�i C9 �a�J ��(� ��� ` \� v � r J �� l / ry AV NI DA LA POSTA q� -4 wW C CXINTY APPROVED CHANGES BENCH MARK STA. TY O /7 TO STA. 244-21, l4 ptrEC�s►vr� ;, , COU TY OF IE60 TRACT �# I i •� ' i i _•$ r ■ }!:i :.i'> 'kry''t N0. Descripti T t AP•rovd by Date DESCRIPTION: F ' P/N IN mw, to to Approved 0• 3897 - 3 z FO S MASSMAW y //��\ ■ ■ .y y L T O AVENI DA LA POSTA �• A`R -SU117 ,/'T� I c - SUN MISION ENGI EEA ed by: O OF PUBLIC WOIIKS W = '.:r• Ergir,wr of w rk: Checked by: LAJ f RECORD FROM: C STA. la-f38.17 /7 TO STA. 44-2/ /4 . . - � � / � ' � � ti p p o 5. � TNT• _ • ,, � ,� � MMIF0I MF +i ELEVATION: 140. ITI DATUM: 1LS•G 6 �b T T . W I R. C. E. 2aA3,3 A date T 44 7 3] W FILE N0. i Zt `V n' 101V C7 P.l.OF /Ot70 a v � EL =?do8 t1( I v Vl �� -0 O 1 m ; VER ., EXISTING GROUND �.__ ti �h J o� �N ENO 42 ! ND /- ��� _ v ► N N 4-V y, � � n Ep ? R t v , EX/tiT. PYM"TRIr - 293 1 Oct M<�P ICA P Fiyy GRgpE � - I 4c h /•T• 4 ANN. 1 TO - - \ P OF " / XOtS- o, "A '4TE TYPICAL 1 NfgTERMq N . ) --� +� .a.,v 263 _� n /OAP /74-' A. C AP R d "A'C.P. - Z© 1 ��T E,1Ci Ty _� WO .r �PED!/CE� / p; a 70, 0,0 EXIST SEWER CLEANOUT (� 0. 5 E SE MOVED ®lgo - � RB N' =C p ' , / / - - ti i r0 �; : �s 3809' ti CU /64.C/' ►\ / �3 - �/'Q.'�- °e a •� i �. UL- DE-SAC N TD {� ; - � RETURN 75.6 / KC. 49.00' k. g' " 3 8 / • a ¢ N � a t 0 tB �cP 1� %� N o: °. S �r�( N a i� ,' 205 TOR OF ?B N cv M roPO, sci- CUA?B a 27 1 �� V 1 TOP OF ° f 9'• I •E° N OF 01� ~ CUL DE - SA al DE- Ari N'LY CURB T OP S cY� Q v IIIBIZ �cAP F h W ASSEMBLY 290 - PRORL E- AVENIDA 4A P05 TA # 7l9P of caRS FROM E- AV / A m O E5 p VAIL 07NERWIOENOTED _ ROF! •AVEN /DA T05EFA $TA. 244-21./4 TO STA. ZGt8 /./0 5CALE NOR /Z. I"s40' T. /aw 4' \ =40'; VERT. / "s4' SCALE HOR IZ.!".40 SCALE: HOR /Z.I " ';VERT. 26 25 24 13 12 I / 10 �; 4 3 ALL CA 1MPlf0YEMENTS 5/IOWN ON � a TN /5 PLAN ARE JvA0P0SE0 UN0E/S A EASEM�T `OR TO 3897-2. g EXI�T�yEHyAyFER NC8'27'37 ' D= 20'0 6500' 8 A•G. , AMEN? RLC- 6 0. R• ��� ? 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P X w w 28 ���� N I III VE NEE c� a� s w Im w O N N�m m 1 3 rn �, o - 0 2 q I� /iQ 3 W I o� 9' + v A �Ai�EA/ /D/� ✓OSEFi9 Z Iw �0 70 n (n ro . + '� 1 -o ' , Z - w /34 ti \, uv� la / �� q .9 + k : d v v S19 9 +7� 99 110 STi9 Q* X4.49 ti w to - 3 a 31 I N N I c>Aa I c� S ��� N S � 4 , + , q � � ° SUa D /ViSlON BOUNDARY 's I �I w II III ° N 5 I s =elm AVEN /DA /'LOBES 5 j(- AS SOQ ATffS RIVATE CONTRACT ,,. 5 r� CURB DATA TABLE HGh V SHEET COUNTY OF SAN DIEGO 6 \ Z �G W G 3 DEPT. OF PUBLIC WORKS , n H RA" REMAR SHEETS "CJ ! y� a ENVIRONMENTAL PLANNING • ARCHITECTURE - ENGINEERING R y h 7 2 1 ro II A0 =' AO '00" 30' 47. f2' G'9TANGiW Ca 4877 Viewridge Avenue, San Diego, CA 92123-1667 - (714) 278-5750 PLA FOR THE IMPROVEMENT OF Fff I fl;QO O c � � I4► I NGS•2T37 "E 5.00' G'CurP,BSGUTTER AVE /DA LA POSTAsrn.24 +21.14 rosr 2c +alw o CALF' PRE CIM r4- �i i' SCALE a =/3'0/', 8" l84' 4826' AA /DA FLORES _l s f J09 #r0. 0725 R APR 3 tom? ?RECISION � N7(o'27'33 "W .3883' 1 � COUNTY APPROVED CHANGES BENCH MARK AVE /OBI J03EFA STA.3t74.99T08TA.4t4499 r * ~�s� Y N GO TRACT NO. 369 I W H . 74-;�+a -rr MAR t h ) `�P ( a=6d'Il'47" 82' COUN OF SA 9409' / 1 No. DMCription Approved by Dat , J 3E i • " DESCRIPTION: PIN IN f« rovyl: A t ICI = d = /4C 4/47 38' 47.4-!' PDroved ' m RA16iE ST. N/iI z I • / .4LL iAlpY /�Yl LA i`D 5 7A C R. .MAifMAN y So. ;v ✓E�i»A Fln/Z�S 3Nf -1►'/ 0CATI •, « ' i %: t " AVEN /DA L A POS TA 5001,381, y /!' ' r- M Li•••w IN7. SUBDrV ION ENGINE DIRECT R OF PUBLIC VIIDR148 I O INI Q =1 r. /v �Ji/.1f 5 � M f/ PPffIA1Il��{6. EMinMr f w irk: Checked by: -, W ac -Mot x mar a m R NGS'27'37 "E 5.00' ► ,l AS- BU I LT 3 - / 3-i RECORD Fn": y l ,l �` ,Q• s. z STA. 24 4-2/ /4 TO S /A. 2Gts/. /0 T.M. ar�wF d= 90V&O0" a0' 47. /2' 6 ,57MWD a#W ELEVAfNN: 6�1. C. QQ ? DATUM: gpwoysi date: 10 7 �� V TAT L. WA 1 R. C E. :, ig� v 1 W d FILE NO. i 1 k Q h W �t e1 Z v, v� GROUND a I WARP D T /OA/ ��\ � ap? r 71Z 20 11 - Q tkl zo PAD o � ai 2' W v v: r\ a \ a�dl qt /5 / nN p GQ , � , . � N � Tod � 8q l 1A r ^ �r!� A — 270 Scy � t m t Z OA eAP 2�R 00 14 P 65 R F /LE� Y l9 B ws r � 0 o. ° G2°r�vd I Jg l AFL — 2¢O: -4 / •- ZOO / pF 3CAt . l " =40' i VERT l "= 4� Oro' !01 o T IAI�v�P o S � ©ARY t r h i ' N \ EX /Sr. &ROUND 4 ?. ? 5 /o Z. /8 PIP D /t.5'- 18 2000 -D OD 752% 11 I /8" GP � � O/ � Q✓ATE/P 7/6H� r V� ti JOINTS 2 60 = /8 "'Af Epgp -D 35,57 g: 9 � i D� ti of 1 WATfR 71SN7' ✓O/NTS / C 9 a \ /O'X /O "L TON 2ZO — I /V — RIP- 14 TYPE 'B" cb'TDFF WALL PER S -/O PROTCGT /ON / J c ' mo CV7aF W/fLL ~ I tii Z' I /'FILTER A491 1T 7�� M �N6r6> v sc !� o� /° o /i0 E: & ' QWB RETUR e 94-377- ti & UNIDA FLORES ua tirx nsa SCALE HOR /Z.l " =40'>; VERT. l " =4' PRpp%g: sTI D IM !A s � � /�� P /YOTE�' Y/�r ,r�1XrH TRAMS /T /OW 5f0kf � � ��Y ��� Z +. STOR �� X �Bt FOR PLAN VIEW-6EE SHEET N0. ,'3 LE: mar/z. 7 7 407 I/ / We �_ ago -D � /G• ?5/ yfA0!!✓✓*1 TO BROW DITCH.. - , /0 // /, mr" 7 7 , sHr "I - - q /2T/ZEB /' /iYLET /D' axg '�� �' � ° � '� � "' ° h V ' � T�P.9XS /l/ ZE�f D 2 T•Pf/N- r /T/0�3' SEESHEET NO. 3 SGP� o N N ° 1,5 � I AVEN /DA LA POVA M : V Q IX 0 /33 Ala 5 Y.5 Ci s •�J 12S N �1 a ? Q� 2i8 - o /30 /o'c/rRa "rr��a AZZ7 /o Na d 2 �o ;; T�P�9�fSIT /GW PEP o 2 r(�9rYS /r /o I o o �: v^ 4.C.P. �� N43 °40'57" ( �.� N � � �o'h �h XNAL:eZ00 NIfT 04 04 CUlIB/NIfT 141 4 ?X /acP �o \. d / �r N43 °40'57 "E Q ���, -M.. 216 +65. /O AVEN /DA LAPOS'TA s'Til +,i6. /p /E/y/Drf' L.9 R2S'T.9 "R.CP. /O'STO^'M O,�q /N S ENT Q � I NO SCALE N10 _04zE � / N43 40 57'le / ?/ `i°E 1 O�1S4 /N y' - /L GYI'� /B "A.C.P CUT j N09 °51 S6 "W �- -- \ B INLET BROW DITCH P /02. 124 0 75 TYPE 'B' , SU80 /� /y /0N BOUNDARY /¢'T` ZSS/ /Oq T` SEEGR 90/N6 PCFIq/ GO 29 Z6 /. /D f 70. f ' � %9 yU O 'Pq/ T rr oFB L - 00 93 B FOR ° GQ' /42 BPS /'{' q e.. � �'�g /0/V �e Ov IN �e�� � P°��� � � HGH iX ti ti e � A5 KDGIATF5 �. z p ENVIRONMENTAL (PLANNING •ARCHITECTURE •ENGINEERING W W, Z I 510 51� 1B 4877 Viewridge Avenue, San Diego, CA 92123 -1667 • (714) 278 ~ W s 9 h J08 N0. 07Z5)9 PORIVATE CONTRACT SHE COUNTY PU BLIC SAN DIEGO ''\^^ z 4 DEPT. OF PUBLIC WDRKS SHE_E7S I rAD d e <�CIS " "N PLANS OR THE IMPROVEMENT OF z 5T0 DRAIN "A" ° M�f� 198E M PLAN: ST0ift X*i4 /N 6 N° C0IJNTY�A CHANGES o,1° BENCH MARK STOR DRA/.N "8" X T`* PLAN fTO/I'M ,D /N A DESCRIPTION 'PIN IN RE OF D /EGO TRACT N0.9897-3 W �/ c uvr — d dc .. .r p,. R d r° ro I. O N Appror°d T ALL D /STANCES FIRE FROM � �e41sE sr Pno ►✓.true r PI K% .ISO� " 4.1' � OFBOX. sT °R,t/ DQA�AI. P01-5 a �� "!ir• „I 3 ! OF 60 % ? , /_ _ g¢ . L CAT( N' M 7 s� L N SUBDI ENGI DIRECT R OF PUBLIC WORKS O En { Q1E � Sa'.7.t •Fh M M / Ji..� Einwr N 1: C7 Ey: W W 17 �,� ® AS -BUILT t RECORD FROM: C y J r �'�. /�/ _ _ APP -1--Q n EVATION 097 3 3 F. I DATUM• TAT . YY / R. C. E. .26� 11 � a ' W FILE N0. II ' I'. i s ,8 / EX11T. MW L/NE J F1Xts/l am ��� \ / IIIb EXIOT. ~0 UWE i 1 / F /Nt3H 6RALL $� y1G� N . to �► fUrvrE SOPS ii<7'/ T. M. 4504 N I �/ t I tIIIIJ f /4MZ. / "- O; PERT. 34 33 12 �l 10 w 27 i s � I 5 \, o�• SFE a� da R \ G � 2 �`� V b� '� s SyfE. 1 ti 1�'� V . S p �J M S S - Q FIq„Ill l q•15 Z� ® "CC./ /TS, 2 71 f ��� o �.,.,� � .� FUTURE �, 9.zy ��� Q "40 II , J ����� ��_ _ _ d o s fi1Gi`1 n ENVIRONMENTAL PLANNING • ARCHITECTURE • ENGINEERING Z r 4877 Viewridge A enue, San Diego, CA 92123 -1667 • (714) 278 -5750 /r� o J ; c, � NO E � STO�PM DRIP ✓NS Sf/OWNON k ✓OB AV 7 R V �`,i� `r rillsshlecrAREPROPOSED � Q� ATE CONTRACT ... ti p UNDER A". 3897- 4. // 8 t \ z V 0 Qv� �j _ l J SH DEPT. OF PUBLIC WOR S SM "'V pRECISIi i ^ r�� << 'BAR 1 N� � �� /I !'CANS rw rME TAtTw VEMEN OFD F4 o> .j Y u 5 5 OFFSITE SUN /MAIN W F COUNTY APPROVED CHANGES BENCH MARK .4 U. 5, 4681 /0 TO ITA. 34 * 58.7/ yvrr or 0 Ti Xr NO 3897 - No. DINCripuon Approve! by Doti I • P/N IN R PLAN AFFS /TE AE1✓ET MA /N E„,E DESCRIPTION: Apnro.°d ac R 1384 �_ } 5m. ZG *8t. e7 7U 5M.. Nip 63.7/ ry L ATI N' M I MT su ISION E INFER DIRECTO OF pIHLIC WORKS H if ® A3-BUILT" IJ'FI Enpinow 1 k: Chmkodby: W= Mt (1r•t t: Wk�1 47 1(''N()fY1 PrC� ►At �j RfCORO FROM: 1L (t AppwM TA4• ELEVATION DATUM T R. c. �-� �c.H ✓os or 07 f FILE N0. i 'PERFECT•vRomc PLATE A RODNEY STOKES CO. SEWER TERAL TABLE LOT NO. SHUT 1tD01MdST°?�AI 0% T cum INVERT BE IIEMARKS STATION �' MANNOL OF EI EV LJ 1l • 6. CLM9S a 10 3 +44,99 3 /754D0 30 .79 272.69 287 /9 5.5' s1 0569 1051 3-t`%, 50 r4.61 7Z / 71 A11FA FA 106' + 10 ' F90r1 W4 y P.L . 107! + 5. 5 10'FK /1 Y'P•L. + 288,10 5.5 10' FK /d A/ r FL • 4 109:4 +30-50 3 Z411`0-9/ � " ._ 22L 0 /O 'FKO 'YPl. Z � E n 110 3+99.00 229101 if 77, Z 287.70 5 1n 11110+41 z3 7 Z&IB7_ 5 enida Flores 112'/0,19 3 92.00 26 Z0 4o .410 ZGZ.M 5 . 5 Avenida Flor s 7-77►) 113' 11 +4,0.00 3 /(.000 Z4 ,680 ,Z Z(o . 263,30 5.5 Llv 114 //f 9G.0o 3 /?(0.00 ZGD 4 2 .9$ 2103.48 5.5 Avenida F lores 115 12+64.00 3 210400 26 W. 7 6 9, 32 2(03,0,1 5 Avenida Flores - // 116 +0600 3 3o_500 26 26019 Z4 5Z Z64.02 5.5 / 117 13 +21.39 3 321.39 ZG /. 8 9.7 ZG4.Z 5.5 ' 11810 +95.00 3 95.0) 26 Z59 14 B.46 24, Z. 9( 5.5 41 FLO,QES 19) 1 +44.OD 3 / 4 w 26 '60 :?8 Z4-6.61 2 3..3/ 5.5 A vEn 1 10,4 -LO ,6 6RAn� L p � 120.12 +46.40 3 246.40 26 Z4 70 2Gy9.Z2 2103.72 5.5 28' W of E P.L. FUT URE% 6R0��� V b . 12113+03.00 3 303.00 65 : - e&C 98 Z49.5/ ZCo4•D/ 5.5 33' W of E P.L. # �: � EXjS V V 122 +26.39 3 326.39 70 ZG1. j7 G9.89 26439 5.5 15' E of W P.L. �� _1 /�� 1 123 ;20+09.21 2 81.82 30 245. Z ZZ 250.72 5.5 Avenida La Posta � N /' rte' I ti � �•�' @ � 124 3ob./4 30 2$ .78 247.76 24z.ZG 5.5 Avenida La Posta �¢.OI 125 22 +04.00 2 Z/5. 30 'Z31 7 c 0.48 234198 5.5 Avenida La Pos M 126 22 +93,87 .127.27 30. Ze1 ZZB - 5.5 Avenida La Posta �_' 127 23 +9!0.00 2 30.60 30 ZZ Z/8 9B Z 20 222170 5.5 Avenida La Posta ~ 128 '24 +74.60 3 259.00 30 213. e tot. Z/747 ' 5.5 Avenida La Posta 1 4. W N I -��' I , s @ Z �• e 129 25 +34.60 3 199.00 30 Zo999 2/9.03 2/3-73 5.5 Avenida La Posta H _ l 153.00 ��' 130 25 +94.00 3 /31.(00 30 Z 8 2/ .53 Z /o. o3 • 5.5 Avenida La Post& 131 26 +5 3 7940 30 • ZOZ 73 z14 -7'? ZO(o.Z9 ! 5.5 Avenida La Posta i 132 26 +55.60 3 18.00 30 202 3 Z11 ZGYv!9 5.5 Avenida La Posta 1..� h 4► 133 25 +95.60 3 138.00 30 2C) Z1 .43 . ZQ993 " 5.5 Avenida La Posta 134 25 +39.60 3 194.00 30 Zo9. Z/ 9Z Zl3 4Z 5.5 Avenida La Posta 135 24 +78.00 3 255.00 30 Z /3. 5 ZZ'Z:7& Z17.Z(e 5.5 Avenida La Posta 136 24 +14.41 2 6.73 30 Z17 Z ZZ0:72 / 6.0 Avenida La Posta 1'ROfIL ' _tx1 r TL _9El�1cc.[_��LC�_ 137 23 +68.04 2 53.10 ZZ0. Z Z2Y61 223110/ 6.0 Avenida La P st& ALE: AV1F /Z, I" =40', EifT. / " =B ' 138 3 +19.86 2 101.28 Z Z "(0/ 10711 5.5 Avenida 4/ 40 38 139 22 +72,13 2 149.01 ZZ7 Z3 .6 Z30,16 5.5 Avenida La Posta �0 140 2 +24.40 2 1 in 230. l Z .010 Z335G 5.5 Aveni Po sta 141 1 +78.04 2 243.10 30 ff;06 Z4Z.7Z 2 370Z' 5.5 5EE 5NEET NO S - 142121+23 . 50 2 ' 2n o 24705 241 Ave nida La Posta r, 143 1 20+64 . X 2 3 m 239 z 2 O. 4 Z4;¢ 4 Posta V pF I t 4 00 .03 244. 25t4.7Z Z49. ZZ SEMEN+ IN FA �\ + 248.4 9 259 2 La PoSta Avpnida 66 54./ ER y 4JA1ER / gEW Nt x 1� + 252. zG4.o7 258.5 Posta 10 pIA R/JED i +k Posta N LE(1GA �. RecO I 3 a + z 7 26 .02 zG /5Z FIPA6E NO / t x QK /0,09. I > �' + Z(o .37 2638 Posta 149 17 +27.74 90 Z4/6 Z7/,(o7 0&6 /7 Avenida La Posta 150 16 +67.74 2 g 1 1 50 . 43 263 27 .00 ZG8.5o 5.5 Avenida La Posta f , 1 I 8'STU85 �� 151 16 +00.00 2 T.N. T -2 Avenida La Post& a =1249 0 R \ fi�TU/fE �IY ,Cg6'E' /Eti/ Rg gp c 52 5 +42.00 2 T.M. 389 UNIT 2 Avenida La Posta + 374 2 5EE T 2 Avenida La Posta -IA6 -W LLJ cc •4 II -� ( 111. 1 N2 5/ OZ W I S I 47.42'18 'V.C.P 1 OPEN SPACE OPEN SPACE t/� ` y '~ - / I / -� - - r + 9.00 2 10,60' /9B. i 2O 47 20/. 5 Unit 4 Z4 /7'3 R= S Gi�' L ='CI Z� II i 1 � _ -r- - / I , _ 157 7 +78.00 Z 190• ' 30 / Z .37 -� -� ��A -/ 8 L= /35.Q�'� "1 A-6 8'49 Z4„ �' NILE 1 �' v I I i 1 5. Avenida La Posta Lt 8 g ypP RAW <s 158 28 +26.00 Z et,e7 30 /9Z.. Z0 76 - 145.75 5.5 Avenida La Posta \ B 5TU6 / 159 8 +14.00 2 N L 7 700 , ' - �F(ITUR Nw I ` �I \` 3!E. 7' 30 /89.7 19z.4Z. 5.5 Avenida La Posta /0' I �� __i / p, I 166 29 +53.00 Z 37' 30 /d¢, �� I i ! / 7Z 167.42 5.5 Avenida La Posta 167 30+27.90 Z 1 I \ V IM \ � / /7. _ B .4 16Z.9 Avendda La Posta o h 168 30 +92.73 2 120.9 174.58 /8 179. Avenida La Posta V �W 3 � A �� `�� , % r 169 31 +80.09 Z 111. Avenida La Posta LL, 170 32 +60.5 Z Avenida La Post& � �.1 171 27 +/2.00 Z < /• 30 /99 20 202. 5.5 Avenida La Posta • 112 Z 125.12 30 1f zo .74 lf6 5.5 Avenida La Posta /0' SEWER EASEMENT IN FA1/OR OF \ \ h NZ MY : scmcR LATEyAL LOC,4T/oNS 173 t108.a'I Z 40.$7 30'! 1 48. l4 3 /9 .f23 5.5 Avenida La Posta LEUCAD /A COUNTY W,4TER 0 /STR /CT `� \ ` i - I r�� �r -)C)4 30 /d3, Ica"? PfJrJR9SED TM. ¢30¢ - (o {Y /LL 174 tao 0o Z 9b. AD , 111 351 /07.05 5.5 f pER '00c RECOR%ED - 3 - 73 CONNECT TO I I _ _ �i91�Y /GAD BY TyE FJv6/NEER AF 175 Z 190.69 30 17 1 8U /81160 7.0 LU W q5 F /CE /f�6E N0. 73 - 2 79396 Q R. EX /5T. 8 "STUB + I •/ J f 590 Pf�O✓ECj. 176 30 tB•f LaO Z 129.,42' 30 / 74 18 1774,3 8.0 A L p os F" F� A 1JN C J L fl-\ IS) r JN r J JN J - rrA IS 177 31tg /. 00 2 30 / /sz 5 ,74 8. Av L P as W _ _ \ r) -1 1 Ave L p EX /5L8 ' YC „P 02 NZ I 0 J�l�r1T JN J, J �r 178 3 /+X0 Z 37.&Z' 30 181.00 0M 94 8.0 a I ' " S / hl ~a P IV�TE CONTRACT NZ'/ u HGH AISSO S 02 W 48 V,C.P �� SM ET COUNTY OF SAN DIEGO / \ 39 I t EXIST d "4.C.R I' G DEPARTMENT OF /U/ 11/ ORKS SHEETS z vER /FY LOCAT /OM.9NIJ MEAT < c PRECISION ElEYAT /ONE /OR Td�CONSRI/CT /ON ENVIRONMENTAL PLANNING •ARCHITECTURE •ENGINEERING' ('CANS THE 1M�71'01 OF MAR 18 198E NOTE 1 I I 4877 Viewridge Avenue, San Diego, CA 92123 -1667 • (714) 278 -5750 i EX15TlN6 SEWER 9Y5TEM PER plgNS FOR � PLAN OFF& SEWER MA /N /OB nlp. a7zs,� OFFSITE SEh/E/r MA /N " (iFILM�n LEUCAOIq COUNTY A D /STK /5T w o /MPAMEMENT 019WT NO. 1, 911EET10 .STA. 34+58.82 TO 5r4 4/ COUNTY APPROVED CHANGES BENCH MARK dod ( /�u� ST� 1 4-IfZ TO ,Sm. 4/ +054 -1 OgTEO JULY 30, /973. PKm"h No. Description Approved by Date Lowry m/y A Ti wr NO. 389 -3 $gt S 4+ / QE4 /Sg �✓EAT. TABCE ee A rov Approved on/ 07 - t M2EC:ISIpN r' Q DESCRIPTION: PiN /N RE _ -- 3E R APR 19$4 f]E C j 33883 A ° L �a L ATI Aim h M + eeeRl•"••�ErY /7��/ K� IV ION ENG E R F DRE i� "AS- BUILT" �o eaFn Ene wer Iwor4: RECORD f ROM: Checked bv'. W Z ELEVATION: � � �ZL `_ APP val�date 3 897-3 �� = W DATUM: .Ci► 6 �*. R. C. E. G7 O W FILE M0.