Loading...
1988-60-WO7 SEWER LATERAL TABLE LOT NO. I. E. 0 MAIN I A INV. ELEV @ P' L T,OP CURB ELEV FT.BELOW T.C.@ P. L. STATION / /37. 58 ' GENERAL NOTES I7 L.C.W.D.j /¢.5.20 .O' 2 5S -4 = /¢0.00' /.3' 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF /55.0# SEWER SYSTEM 4t 67 z PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. /• 3 3 /mot /• 49 /5 /5 /3.O 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE /3998' 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO 1#7 -.00 LEUCADIA COUNTY WATER, DISTRICT (L.C.W.D.) STAND- / 3 A4 f �3 COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS No. ARD SPECIFICATION. Approved LABORATORY. LC/' 13. FILL AREAS M ST BE COMPACTED TO 90X, PRIOR TO PIPE INSTALLATION. • ` >, `� ' 2. THE CONTRACTOR SHALLI SECURE A PERMIT FOR CON - ACCEPTANCE (NOTICE, -` ,rr��'µ n� j� J 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CON- Pir ;'' <7 STRUCTION PRIOR TO ANY ! CONSTRUCTION. `} 4 STITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT • 14. REPAIR, MA NTENANCE AND ANNUAL TESTING OF ALL BACKFLOW DEVICES ARE BOUNDARY. 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE Li RESPONSIBILITY OF OWNER. < =4 L.C.W.D. INSPECTOR PRIOR TO BACKFILLING OVER ANY 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SEWER 'Y'S. SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CON- j STRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 5. NO REVISIONS SHALL BE I MADE TO THESE PLANS THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE WITHOUT THE APPROVAL OF THE L.C.W.D. ENGINEER. ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTION- 6.- APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CON - ARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON STITUTE A REPRESENTATION AS TO THE ACCURACY OF AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE THE LOCATION OF, OR ,THE EXISTENCE OR NON - L, PLANS. EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO 7. ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY CONSTUCTION OF ALL OTHER UTILITIES AS SPECIFIED EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUF- IN L.C.W.D. SEWER SPECIFICATIONS. FICENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EX- 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 -HOURS IN AD- ISTING FACILI IES. VANCE OF BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. A 48 -INCH MINIMUM COVER. ALL LATERALS SHALL BE NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS CONSTRUCTED CLEAR OF DRIVEWAYS. PROJECT ARE , "UNDERGROUND INSTALLATIONS." FOR • LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND 10. ALL LOTS SHALL BE SERVED BY 4 -INCH V.C.P. - APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC LATERALS SET AT A MINIMUM GRADE OF 2.0% WITH A 1 - COMPANY. TELEPHONE: 1- 800 - 422 -4133 MINIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH OF 6.0 MINIMUM FEET BELOW TOP OF CURB AT PROPERTY 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY LINE, UNLESS OTHERWISE APPROVED BY L.C.W.D. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER NOTICE:ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY CONSTRUCTION ARE AVAILABLE AT THE DISTRICT OF- ;. ARE "UNDERGROUND INSTALLATIONS." FOR LOCATION OF FICE. CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. TELEPHONE: 1 -800- 422 -4133 - 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE CONTRACTOR. 9.. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. WITHOUT THE PERMISSION OF THE DISTRICT. p 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND 14. ALL PIPES SHALL HAVE 4 -INCH MINIMUM CRUSHED ROCK INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES CON- BEDDING, SHOWN ON L.C.W.D. STANDARD DRAWINGS- u TACT TEL. 1 -800- 422 -4133 - 12• 11. C.M.P. STORM DRAINS SHALL BE CERTIFIED BY THE SOILS ENGINEER 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT ` TO HAVE A 50 YEAR SERVICE LIFE FOR THE PARTICULAR SOIL & SHEETS. ' LOCATION SHOWN ON THE PLANS. THIS CERTIFICATION SHALL BE ' WITHIN SOILS MADE PRIOR TO THE INSTALLATION OF THE STORM DRAIN. 16. WHERE TRENCHES ARE EASEMENTS, REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELO WORK AND THE DISTRICT ENGINEER BY A QUALIFIED - , CATED OUTSIDE THE AREAS TO BE PAVED. SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACK- _,__ FILL WAS COMPACTED AS DIRECTED BY THE SOILS EN- 13. THE CONTRACTOR SHALL NOTIFY THE OLIVENHAIN MUNICIPAL WATER GINEER IN ACCORDANCE WITH ON -SITE EARTHWORK DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SPECIFICATIONS AND DISTRIiCT SPECIFICATIONS. SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL WATER MAINS AND SERVICE LATERALS WITHIN THIS 17. SEWER LATERAL TABLE IS ON SHEET NO. 2. ' '-PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS" FOR LOCATION OF -WATER MAINS AND APPURTENANCES CON- 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC- TACT THE OLIVENHAIN MUNICIPAL WATER DISTRICT. TION 6205 BY SUBMITTING A DETAILED PLAN SHOWING TELEPHONE 752 -6466 THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORK PROTECTION FROM 14. ALL INTERIOR SUBDIVISION ROADS ARE PRIVATE. THE HAZARD OF CAVING', GROUND DURING THE EXCAVA- TION OF SUCH TRENCH OR TRENCHES OR DURING THE ,, 15.' THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE EN- PIPE INSTALLATION THEREIN. THIS PLAN MUST BE GINEER PRIOR TO MAKING ANY CHANGES IN THE FIELfl. PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVA- TION. IF .THE PLAN VARIES FROM THE SHORING SYS- TEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY - ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. l9 A5 8U &T PRAWIN6 MUST 'E3E sUBM1TTED swlole TO f/NAL ACCEPTANCE 0,A T7A/E WOrIeK. i 7 SEWER LATERAL TABLE LOT NO. I. E. 0 MAIN DROP TO MAIN LENGTH IN FEET INV. ELEV @ P' L T,OP CURB ELEV FT.BELOW T.C.@ P. L. STATION / /37. 58 ' /. 3' I7 /39.22 /¢.5.20 .O' 2 5S -4 = /¢0.00' /.3' 36 /µ8.0F /55.0# 7.0. 4t 67 z /39.99 /• 3 3 /mot /• 49 /5 /5 /3.O 41-4- 3 /3998' / 3' 3�• 1#7 -.00 /57 30 / 3 A4 f �3 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLAR THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCIS D RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 5703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS C NSISTENT WITH CURRENT STANDARDS. I UNDERSTAND T AT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. SAN DIEGUIT ENGINEERING, INC. 4407 MANCHE TER, SUITE 105 ENCINITAS, A. 92024 PHONE: 753 5525 BY: DATE: C-� z R.C.E. NO.8 4¢ _ I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN SATISFIES THE EQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL FOR TPM 18762 A D THE STANDARDS FOR PRIVATE STREETS. DATE 9 3 INSPECTION BY: %NGINEER OF WORK COUNTY SECURITY REOUIR 0: YES /�-NO REVIEWED FOR CL RITY BY: 0, DATE /O -12 -8 7 FOR G. M. BO MAN, DIRECTOR DEPARTMENT 0 PUBLIC WORKS S.D.W.D. WATER SYSTEM 1. WATER MAINS, ATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SP CIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, NDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ES IMATED COST BY THE DEVELOPER. 3. WHERE ELEVAT ONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE I 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET. at 4.' ALL SERVICES 0 BE CONSTRUCTED CLEAR OF DRIVEWAYS. 5. CONTRACTOR T FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR /0 ' /0' �u Zq Z S7- RUCTURAL SECT /ON PS-R GENE -RAC NOTE # Z X -Sect of Access Rd. No Scale EACH RESIDENTIAL OT. � y. a 6. CONTRACTORS S ALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION ' OF SAFETY FOR ALL TRENCH WORK.' 7. INSTALL FIRE YDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR .� 7 FEET FROM FACE F CURB WHERE SIDEWALK WILL BE CONSTRUCTED. ' 8. PROVIDE AIR R LEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. - 9. CONTRACTOR SH LL OBTAIN ENCROACHMENT PERMIT FROM THE COUNTY DEPARTMENT OF y PUBLIC WORKS FOR NY EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -WAY. 10. THE DISTRIC REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WI HIN EXISTING COUNTY RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE RESULTS APPR VED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS , BEFORE THE WATER LINES ARE CCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT AAM I OFFICE. E R AGENCY e ` 2 ,/�` LAND SURVEYORS WATER DISTRICT CHANGES SAN DIEGUITO WATER DISTRICT 11. PRIOR TO AW RDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE` COUNTY APPROVED CHANGES BENCH MARK NO. u, CONTRACTORS TO BTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S - l _/� APPROVED BY: (/�% �/� DATE: �0.�^ a \q R _ �..�, -_ C' SPECIFICATIONS. Dote DESCRIPT ON: ¢" pLAST /C SC/zEW CAP //��� L' / INSTRUCTION 10,NUALi A� r j 12. THE CONTRAC OR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 REV /SE a6N/ER PROF /GE STA. ! f00 RELOC4 TE SE6i/E,P LATERAL TO PCL.4 COIR!!P'TSm atali - O= C HOURS IN ADVANCE F BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT . . W OF 97 OF VULCAN AYE. Z. Sir. N OF NE COR OF . ; REVISIO AS9 CC/�Q�( UIC �'�`\' �Ii1R nL, No. Description Approved Date LC/' 13. FILL AREAS M ST BE COMPACTED TO 90X, PRIOR TO PIPE INSTALLATION. • ` >, `� ' "4 �.C.E. ACCEPTANCE (NOTICE, -` ,rr��'µ n� j� J ROM: COUNTY OF SAN D /EGO YET /CAL CONTROL DATA I Pir ;'' <7 ' 1. `} 4 N: 55.008 DATUM: U5. C. G. S. • 14. REPAIR, MA NTENANCE AND ANNUAL TESTING OF ALL BACKFLOW DEVICES ARE ,,; Li RESPONSIBILITY OF OWNER. < =4 PRgVATr= CONTRACT 0ILn SAN DIEGUITO ENGINEERING, INC. W7 MANCHESTER, SINTE 105 ENCINITAS CA. 92024 i PHONE -. 753 -SS25 CIV►L ENGINEERING • PLANNING WATER AGENCY S E E R AGENCY e ` 2 ,/�` LAND SURVEYORS WATER DISTRICT CHANGES SAN DIEGUITO WATER DISTRICT LEUCADIA COUNTY WATER DISTRICT COUNTY APPROVED CHANGES BENCH MARK NO. DESCRIPTION Approved by DATE - l _/� APPROVED BY: (/�% �/� DATE: �0.�^ a \q R _ ,2 R7 A T No. Description Approved by Dote DESCRIPT ON: ¢" pLAST /C SC/zEW CAP //��� L' / RE✓ /SE W4TER PROF /LE RE E 9E 40D AUTO A/R L A VALVE j TPM. 18762 0 REV /SE a6N/ER PROF /GE STA. ! f00 RELOC4 TE SE6i/E,P LATERAL TO PCL.4 Q U) LOCATIO A 3'x . W OF 97 OF VULCAN AYE. Z. Sir. N OF NE COR OF . ; REVISIO W No. Description Approved Date ' Rs1/LROAD UT /CITY 8OX DIRECTOR 'OF PUBLIC�j WORKS �.C.E. RECORD ELEVATI ROM: COUNTY OF SAN D /EGO YET /CAL CONTROL DATA I Pir ;'' <7 b6 ve_ 3 81 4 N: 55.008 DATUM: U5. C. G. S. RECOMMEA1VCV FDA' APPROVAL N14 5UBD /V /S /ON E.JV %NE8w CHECKED BY' T. P 1 8 7 2 LC) SHEET 1 COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS SHE TS L 6j^ PRIVATE STREET TPM. 18762 U) CALIFORNIA COORDINATE INDEX 330 -1677 W APPMOVED Engin (work: DIRECTOR 'OF PUBLIC�j WORKS �.C.E. I Pir ;'' <7 b6 ve_ 3 81 4 to C= • RECOMMEA1VCV FDA' APPROVAL N14 5UBD /V /S /ON E.JV %NE8w CHECKED BY' T. P 1 8 7 2 APPAPO' AL DATE' W W 4.1 rD CD FILE N0. SD E "� 2913 I ��d �;;,�p� i a 10 a 9,= T-�! Il w a a ' i I I I I I ( I► 1 act , �, � ► � { i j I (� •� � � , I } -._ �. _ ......._. " i j i ? ; ► I i ! v ` i I � I I ! ' I i � � _ __ L- ! ! � is , I c _ i , i I i ,• I i i ! i I I I �o a e"ccr e i 1 i \�,;���0 I . c r, , pp j I , '% ID chi ; 1 ._ o � .,a, ,, ; �• +� .• I� �- + ui -,-- , + I I ! I r_> (� i ! � ©r���� w�o.rve� `I `� - t _ ' I o1 j i I fs ! ! I I - . \ - i�eeY�� wo, r�a�e. �o"� �"� , I I , � I �v\pv� y,: t imps, . I a I I 3 c o , VOL I �' C DA / V i II i eo/ ' (t� 0, v PLAN REVIEW , I , - JOE P. ili�YTON i , ' I i � I ED S. HAROLD LD - - - -- -- -- ! � f , I ' , ! , I � ! 1 f I I � I �� ,iIII ICI ,�w ► �I; , NE:ff AL N�/`L 12 rl , I • r I ! , : i1 - -- - nt: 1- 1 ) I j I I I I O I A , i . , F� � E _ �j I 1 I I { i ; ; ► ! C� A E i N J. 21 ---- _ �-- ; - - -:; i 2+00 I 300 4 00 5+00 i CERTIFY THAT' THE PRIVATE ROAD IMPHOVt:MFr1I r'i' .'IIr43, , t''_AN ,.. ....- 01 t RG - r r. SATISFIES TH R ., 1 ./ i r t�_ E . I. _.VENTS ns STATED I N fr�jia,; ;, -'$' ,�p,��L '• +. a1� `,. F .. ,p.`_ ° OR FPt i °8762 x AND NE TANOARDS FOR PRIVATE S10 :l• 1 + • _ INSPECTION BY: �EMGTNEEH OF WORK - _ (:UUtJ I / f 1 SECURITY REQUIRED; YE.� '' ,� ^NO VICI N I TY.: NiAP Q j ('ONSfRUcr CONC.; YAVf.Mk:NT `.t YA/ 'L5�1 04 -:0 ��. REVIEWED FOR CLARITY N NO SCALD' 3 k W / O /!' Y -/ by: v. !�.`z - - - -- - - . " -- - - - - -- UA 1 i,_ _ 4t d.P.N ? �- tf2- Z. . n- ' .,, W I FOR G. BOWMAN - DIRECTOR „; h f- :..'.< .. €w DEPARTMENT OF PUBLIC WORKS i, CO" 7RACTOP, /�{/,9X44.L +u � t�� I K_ a I �{-5- ZaM e;"cc ���) Pic, C -900 - � - 7E t VALVE- u ; CC Vr SU�t/D. STD P -/ � � ,I l� .. -. (345 MErfe ,.� �; Cu I �, __ .)ubdiVI, tOn R �utldary -/V, > - rE ,c�aao f-rl►.`,� "Jf Nl' ,� ��.� ,� ` �...► ) , ; -�.... , .+w �\ ErvDSEwE� ,C'G•C 011.10 Ix-f �!>NI l•�t��j _ \� w �, 1 W 4* ran Z. \' ST�t' 10 AO IN 00 I �. M . , G Vu - - - - -- - ; „ . ! PR4rG' Mf!'� i /D ?. 6� �-• , r• 5 \ C0 CY ► , co z 7PE — r_x /al CCyvC. �Gt„t Di` r }r cra :'.. rLOGf OF f�AVZ iCNT /iTi A !: -+�+ DEQ `E IS/ �rY� L,M r ' _ —_ lld.�7t Ch G"D l'`�_ '`1rt C T Lon _ I . ^i U 3Mf_'ZEet) Ll�• D/ �� i (2)` .."�t %° /3.9/' /cry 2yj•t.:1'1 5,' /53.8$' 30'• t V ,s r I _. - s r 2- 0—.20— ' Vl� °1ti PA/ z /6 MA ! ; LINE 5 /O 4 w I r w i a. W ` ' { - SEWFP DA TA _ f'RIVA7F NO-4 P - % rv0 l� ct Fr tlKii R L r , �, ��.I_I r - r � t r � EIS zo' LDN.5I KUGT A. C. /'A wftwN 1 _ _. _ a / WA TER DA r .. ,. .. I L !r � Ll i,t 1 p ,. _. 4 J c N%4 ?! Uh E 49530 t.:t)i1N t 7 r )I it 2 Ur:t✓P.tt1Fv11 r�1 rll I rIt11 , , !•, ,�,a t� � I 1 SAN �IEGUITo ENGINEERING, INC. .' I. F't,t1N �. f'k0t I l_k �f i d{ I 'i MATCH UN E 7 �A /0, 4 tPT kw :"I Ali CA west * ('F) I Cntl fN41NtEHfMU'i PL.4MNlNQ PRIVA1 t LAND ND SURVIVORS ) -rpm 1 c, % t S E3�NCF i MARK I L.J; ,. €'t COUNTY APPR A _1111 - ..; 11 / � _ OVED CHANGE. � = --- .--- -- CAL . C OOR D I N_ � . i Q No,, -- _ —_ I. ,, J I ' 12 - - ry �. :,. xq. .. �`� �n'� �` � .� ADV +ureO D� U�It w � I Il _ .. � ._<.. .:n _ ;_ _•.: t NIYiIUr+ `__.� -_� — __ -- R�cummwFd.d lo, ayp,o.l 0 SC TiC cc.E C�lC' - ij a 1 l�.'T7F , 1" t r i , 1 . tiv t i 11 r. a, i ✓[ -C V�. f rN� MM , i SUtInlYl i ,N t Hc. rrl , I C► DIM. IULAIIUN �ca.4.I.,� 1 Q_"YflcQ k R ;+ 7 •p't' .Il�rwe.tM d,.._. -, ,z ..: .:... .:. .:. ^ i � � Of �1 S( A P! I+tcuHU INUM ` I _> U 7 CI b C �Q w C i t1 141.1 "'t I , {., Vii _.-•- �_ - - 1 r , tr .. .. .. n. .I- -.a... tl v 44 i. c o I' t 1 - if t� f' #�ii. l 1 t: 1II 1 1 a, 1 i c o I' t 1 - if t� f' l 1 t: 1II 1 1 a, 1 1 _ l Tai _ r G f' l 1 t: 1II 1 1 a, 1 f' l 1 t: 1II 1 1