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1997-5354 G/I/P/CNP %R.CEL NO. S S CU \IF .U:Tok RI - iIA`:D IGHF I.I .E..SE NO.: 71,v EN13 i'•: FEP. SAN DI E;f UII TO PERMi - ISSUE DATE: Oti PERMIT EXP. DATE: i I NSPn C TOR: TODD B.-1 MBAR H i PLAN C'HE; K FEE 2. INSPECTIM- FEE 3. PLAN CITECK DEPOSIT L Fti:.F C.. EERIS� ?: _ M1i ISitpD BY R1fIT FEES k DEPOSITS I,500,5ll 1. INSPECTI(iN DEPOSIT: v" SEIUR!TY ^EPOSI -C 2b.22!.00 CIO DESCRIPTION OF WORK ------------------------- -- - - -- EAR77TWK /DRAINAGE IMPROVEMENTS. EROSION CONTROL TO PREPARE SITE FOR ROADSIDE AGRICULTURAL /HORTICULTURAL SALES PER MINOR USE PERMIT 47-071. EARTHWORK: 5.3000Y CUT; 2.7000Y EXPORT. DRAIN: 518LF DITCH. LETTER DATEI'- MAR. 18 1948 APPLIES. AS- BUILTS REQUIRED PRIOR TO FINAL INSPECTIDN'. N{0 PAVING OF PARKING AREA PERMITTED WITHOUT PAYMENT OF FLOOD CONTROL FEE. INSPECTION ---------- --- - -- DATE -- - - - --- INITIAL INSPECIION COMPACTION REPORT RECEIVED ENGINEER CERT. RECEIVED ROUGH GRADING INSPECTION /0 — FINAL INSPECTION Z -!j -0o INSPEC'TOR'S SIGMA Ti.-._ - -- I HEREBY ACKNOWLEDGE THAT I HAVE READ THE .APPLICATION AND "STATE THAT THE INFORMATION IS CORRECT AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING EXCAVATING AND GRADING. AND THE PROVISIONS AND CONDITIONS OF ANY PERMIT ISSUED PURSUANT TO THIS APPLICATION. GNATUR PRINT NAME CIRCLE ONE: I. OWNER AGFXT 3 DATE 7SIGNtD TELEPHONE NUMBER OTHER--- -- -- - - - - -- - P1, AN \C ADrRFSS: 902 la -sPw Q tP -i Y V, HORNE ('r-I i —� f:.; >f06..�. ! )� I — LEASES / #— ,. ,'", '30 B`i p DC. _'AS =sE) F'HO \E \0.. l OS': 1,�ACTOR DON HU -BBARD COVTR.iC l 1 _ ;-- MPA_1 Y PHONE NO. -6:: -' L 10ENSE \0.: 1'%1630 ICE ^;S`c TYPh: A I NSL RASCE COMPANY NAME : TRANS( ON i \E`. i,� i I N S U R A N POL:CY \0. 105- 304371 F:.R \TF' " ? EtiGi':EFR SAN DIEGUITO ENGINEERING I:': +_ 5+ i — ?_i —3) 5 z\d!T ['�SI:E DATE: 6 %O9 QS -;.ir - •.;1,rF: - ?1, "r`i psrviI ISSi.E' i3'i' 11L,O)DD BAi'MB CH I - - --- PERMIT FEES DEPOSITS ---- - - - - -- FEE 1.950.00'. ,. ISSPECTION T-EFC,, F: Ol 1,675.00 5. SECURITY DEPOSIT 36,195.00 .00 DESCRIPTION OF WORK -- ---------- - ----- -- - - - - -- R04EMENTS,FOR ROADSIDE AGRICULTUAL'HORTICULTCR:1? SALES 'AS_ PEP MT -OR USE PER3IIT 97 -071 TO INC_L ? :DE 119 L PIPE AEA COLLAR! ?E.A ItF D WALL.. LETTER DATED MAR I8 1998 APPLIES. WORK AFFECTING ENCINITAS $i: T61 REO !RE TRAFFIC CONTROL PLAN ACCEPTABLE TO TRAFFIC ENGINEL-RING DI'7ISlON.' ,AS- Ei1ILT3 REQCIF,ED PRIOR TO FINAL INSPECTION. -- -------- - - - --- DATE -- - - - - -- ION -IO- 98 I VSPEC r ;R. S > i',N ATVRE -- -- F YEAR WARRANT -Y RE E\T ! FRAWVE C. REfi'LLY E? AMINED THE COYSFLEI'EIi PERMIT-AND DO HERE 5' _ . _ ' ;;;'.nI:F PENALTY OF PERJURY THAT ALL THE INFORMATION IS TRCF. PRI?: ?' YASIE ;CIRCLE ONE: 1. OWNER 3GENT) 3. OTHER___ g /ye) TELEPHONE NUMBER V I F N PARCEL NO. 259 -1311 -?800 P L A N NO.: JOB SITE ADDRESS: 902 ENCINITAS PLVD. APPLICANT NAME HORSE (FP:%%(7TS)-P() CORDOVA !JOE;-LFAST--E MAILING ADDRESS; 720 BAI017R DR. 0 LEASEE) Pli;)NF N'O.; CITY: ENCINITAS STATE; CONTRACTOR : LICENSE NO.: INSURANCE CO POLICY NO. ENGINEER PERMIT ISSUE AMERICAN CONCRETE 521641 APANY NAME: LIBERTY MUTUAL WC2-161-035328-067 SAN DIEGUITO ENGINEERING iN( DATE: 6 08 98 TIHONL 'V'o. !-1 -990- Ll' E%SE TYPE: POLICY FXP 7 )j uS PERMIT EXP. DATE: PERMil ISSUED BY: INSPECTOR: TODD BAITSIBACH --------------------- PERM7r FEES &- '`EFOSITS ---------------------------- PLAN CHECK FEE I 0.00 i. INSPE,-TTON D71'()S'11: INSPECTION FEE 1.6-5.00 5. SE(URi?Y DFP,".SIT 26,283,00 3. PLAN CHECK DEPOSIT: .00 --------------------- DESCRIPflON, OF WORK -------------------------------- PUBLIC ROAD IMPROVEMENTS FOR ROADSIDE AGRICULTUAL,'HOF.Tl(*i.'I-rt'RAI- SAL•S AS PER MINOR USE PERMIT 97-071 TO INCLUDE 152LF CURB & GUTTER,'631SF SIDE WALK IEA PEDESTRIAN RAMP/2EA DRIVEWAY APPROACH. TRAFFIC CONTROL FLAN, ACCEPTABLE TO TRAFFIC ENGINEERING DIVISION, REQUIRED PRIOR TO START OF WORK. AS-RUILTS REQUIRED. AC PAVING & STREET LIGHT PER SEPARATE PERMIT. ---- INSPECTION ---------------- DATE -------- INITIAL INSPECTION FINAL INSPECTION 00 I INSPFCTO��S SIGNATURE ---- –,l :5a"4k-t- AS-BUfLTS AND ONE YEAR WARRANTY RETENTION REQUIRED. I HAVE CAREFULLY EXAMINED THE COMPLETED PERMIT AND DO HERLBY CERTIFY UNDEF, PENALTY OF PERJURY THAT ALL THE INFORMATION IS TRUE. 1�2 9SATURE PRINT NAME CIRCLE ONE: 1. OWNER AGE,%-!�) 3. 1517 DATE Sl(-,VfD TELEPHONE NUMBER PARCEL NO. : 259 -1 JOB SITE ADDRESS: 902 APPLICANT NAME HORNE MAILING ADDRESS: 1034 CITY: ENCINITAS CONTRACTOR : DON HUBBARD CONTRACTING COI LICENSE NO.: 172638 INSURANCE COMPANY NAME: TRANSCONTINENTAL POLICY NO. 1062304371 ENGINEER PERMIT ISSUE DATE: I"'SURANCE CO POLICY jEl� 0 ;?4< 0 PERMIT FXP. DATE: 1 PERMIT ISSUED BY: INSPECTOR: TODD BAUMBACH ok --------------------- PERMIT FEES & DEPOSITS -- --- -------- ----- -- - - -- r :. PERMIT FEE .00 4. INSPECTION DEPOS T: 150.00 INSPECTION FEE .00 S. SECURITY DEPOSI .00 PLAN CHECK DEPOSIT! .00 -------- --------- -- - - -- DESCRIPTION OF Wn RK -- ---------- ----- -- ---- - - -- -- INSTALLATION OF 61N LATERAL TO MAIN °L'ES1986A" FOR FUTURE F.SiP.;i)LI C, ROADSIDE AGRICULTURAL, HORT!CULTURAL SALES STAND. WASTEWATER DISCIr,YRCE PERMIT DEFERRED UNTIL BUILDING PERMIT. RIGHT-OF—WAY »cTR_'CT1.'d r'FRS ".IT 3354CN. AS- BUILT LOCATION NEEDED. -- INSPECTION -- --- ----- - -- - -- DATE -- - -- - -- INSPECTOR � SIGNAT[;RF - - -- INITIAL INSPECTION -7-29 -99 76*A' FINAL INSPECTION I -g -OU _ 7n"h.I WHAVE CAREFULLY EXAMINED THE COMPLETED PERMIT AND DO HEREBY ChRT', :' PENALTY OF PERJURY THAT ALL THE INFORMATION IS TRUE. D1 G NE D 0 'PRINf NAME TELEPHONE NUMBER CIRCLE ONE: 1. OWSFR P %RCEL 1'G. JOB SITE ADDRESS \PPI.11-AYl NAME MAILING .ADDRESS: CITY: ENCINITAS CONTRACTOR : DON HUBBARD CONTRACT LICENSE NO.: 1 72635 INSURANCE COMPANY NA3l -" _ tiSCONTINE` AL POLICY NO. 1062304 ENGINEER PERMIT ISSUE DATE: PERMIT EXP. DATE: I PEIMiT INSPECTOR: TODD BAUM' B.� INSUR;,tCE CO POLICY EXP. ISSUED BY --- ---- -- -- - - - - -- PERMIT FEES & DEPOSITS --------------- ---- --- - - -- -- I. PERMIT FEE 250.00 2. INSPECTION DEPOSIT: .00 3. SECURITY DEPOSI" .00 �6 53�iC ti . - - -- -- -------- - - - - -- DESCRIPTION OF WORK - -------------------- ----- -- - --- E` IC'AVAT10NiBACKFILL'RESURFACING TO INSTALL 6IN SEWER LATERAL FOR FUTURE RESTROOM @ ROADSIDE AGRICULTURAL .`HORTICULTURAL.SALES STAND. TRAFFIC CONTROL PLAN. ACCEPTABLE TO TRAFFIC. ENGINEERING DIVISION. REQUIRED PRIOR TO START OF WORK. PI INSPECTION ---------- - - - - -- DATE -- - - - --- INSPECTOR'S SIGNATURE - - -- INITIAL INSPECTION 7- 29 -9,P 221d FINAL INSPECTION '2 - 9 -OB m4'' I HAVE CAREFULLY EXAMINED THE COMPLETED PERMIT AND DO HEREBY CERTIFY ENDER PENALTY OF PERJURY THAT ALL THE INPORMATION IS TRUE. GNATUP.E DAT . SIGNED -- /derv- ( os a�kzn' -- - -- �RINT NAME TELEPHONE NUMBER CIRCLE ONE: I. OWNER 2. AGENT 1. !)IHER �� (0) P,) 1 1 CY E X L 'I f tlf7ffm-- PERMIT PFFMI PERMIT !SSL7FD BY; T R!. 7ERMIT F F 1-; S & D F F () S 1 f S ------------------ ---------- �, T: S f- P (I N F �Vf) P K, ------------------------------- --------------------- PLACEMENT OF P7 ACK VI Nl 1 iI.N LINK 1---,NCr Nl ONI'; 3-11 K Q,r, SIDEWALK (TO RE BUILT PER DW(3 -,, SJ-1 SITE PLA\ APPRO PLANNING D I V I S I ON I J . 1 ) 1 CHO S A I F D . 3 54 S VE C I R TO F I E L L 1 DISTANCE PRIOR TO STAPI OF ikoR.K. '70VENANT RE: FN�-�,�OA(jJ4 IT ENT M N F HE OVAL ESE( ED &, SU-13MITTIED c(,R F-D-(;RrAT!r)%:. INSPEC * ---------------- DATE -------- l.NSPFCT0"- Si(�%ATURF ---- INITIAL INS PEC f I qtf -- AVE CAREFULLY EXAMINED THE COMPLETED PERMIT AND ALTY OF PERJURY THAT ALL THE INFORMATION' IS TRUE G PRINT NAME CIRCLE ONE; 1. OWNER -) . \ (-, F NT 3 DATE SIGNED TELEPHONE NljT\ MBER OTHER C T Y O F E N C I N I T L NEERING SERVICES DEPARTM 505 S. VULCAN AVE. ENCINITAS, CA 92024 PERMANENT ENCROACHMENT PERMIT PERMIT NO.: 5354PE xxxasxxxxxxxxx. xx .acxxxa .x .. .xxxxxxxxsx xxxx xa.ssxaxx......saxexxaxxxxxxxx: x sax. PARCEL NO. : 259 -131 -2800 JOB SITE ADDRESS: 902 ENCINITAS BLVD. APPLICANT NAME HHRNE (FRANCIS)- PO /CORDOVA MAILING ADDRESS: 720 BALOUR DR. CITY: ENCINITAS STATE: CA CONTRACTOR : OWNER /BUILDER LICENSE NO.: INSURANCE COMPANY NAME: POLICY NO. ENGINEER PERMIT ISSUE DATE: 8/25/98 PERMIT EXP. DATE: 8/25/99 INSPECTOR: TODD BAUMBACH PLAN NO.: M &RCOV (JOE) - LEASES PHONE NO.: 760- 436 -7393 ZIP: 92024- PHONE NO.: LICENSE TYPE: POLICY EXP. DATE: 0 /00 /00 NE N PERMIT ISSUED BY: PERMIT FEES & DEPOSITS 1. PERMIT FEE 150.00 2. INSPECTION DEPOSIT: .00 3. SECURITY DEPOSIT .00 ---- --- ------------ - - - - -- DESCRIPTION OF WORK ----------------- - - - - -- PLACEMENT OF BLACK VINYL CHAIN LINK FENCE ALONG BACK OF PROPOSED PCC SIDEWALK (TO BE BUILT PER DWG 5354 -I). SITE PLAN, APPROVED BY CURRENT PLANNING DIVISION (J. DICHOSO) ATTACHED. INSPECTOR TO FIELD CHECK SIGHT DISTANCE PRIOR TO START OF WORK. COVENANT RE: ENCROACHMENT MAINTENANCE & REMOVAL EXECUTED & SUBMITTED FOR RECORDATION. - - -- INSPECTION ---------- - - ---- DATE -- - - - - -- INSPECTOR'S SIGNATURE - - -- INITIAL INSPECTION FINAL INSPECTION I HAVE CAREFULLY EXAMINED THE COMPLETED PERMIT AND DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT ALL THE INFORMATION IS TRUE. Ken !y ,, r r,,- d ,17 PRINT NAME DATE SIGNED TELEPHONE NUMBER CIRCLE ONE: 1. OWNER 2. AGENT 3. OTHER ag:.ej"- Zf C I T Y O F E N C I N I T A S F NEERING SERVICES DEPARTM 505 S. VULCAN AVE. ENCINITAS, CA 92024 ENCINITAS SANITARY DISTRICT SEWER CONSTRUCTION PERMIT PERMIT NO.: DES279 ssossssssssasssssssssssssssssssasavassasassssss sssssssssssssssssssassasasssss. PARCEL NO. : 259 -131 -2800 PLAN NO.: SDRSD JOB SITE ADDRESS: 902 ENCINITAS BLVD. APPLICANT NAME HORNE (FRANCES)- PO /CORDOVA (JOE) - LEASEE MAILING ADDRESS: 1034 SAN ANDRADE STREET PHONE NO.: 760 -436 -7393 CITY: ENCINITAS STATE: CA ZIP: 92024- CONTRACTOR : DON HUBBARD CONTRACTING CO. LICENSE NO.: 172638 INSURANCE COMPANY NAME: TRANSCONTINENTAL POLICY NO. 1062304371 ENGINEER PERMIT ISSUE DATE: 7/29/98 PERMIT EXP. DATE: 10/31/98 INSPECTOR: TODD BAUMBACH PHONE NO.: 760 -753 -1137 LICENSE TYPE: A INSURANCE CO POLICY EXP. DATE: 10/31/98 PH N0. PERMIT ISSUED BY: ------------------- - - - - -- PERMIT FEES & DEPOSITS ---------------------------- 1. PERMIT FEE .00 4. INSPECTION DEPOSIT: 150.00 2. INSPECTION FEE .00 5. SECURITY DEPOSI .00 3. PLAN CHECK DEPOSIT: .00 53'eAC?�i - ftTwpwD , -------- ----------- - - - --- DESCRIPTION OF WORK -------------- --------- -- - - - - -- INSTALLATION OF 6IN LATERAL TO MAIN "UES1986A" FOR FUTURE RESTROOM @ ROADSIDE AGRICULTURAL /HORTICULTURAL SALES STAND. WASTEWATER DISCHARGE PERMIT DEFERRED UNTIL BUILDING PERMIT. RIGHT -OF -WAY CONSTRUCTION PERMIT 5354CN. AS -BUILT LOCATION NEEDED. - - -- INSPECTION ---------- - - - - -- DATE -- - - - - -- INSPECTOR'S SIGNATURE - - -- INITIAL INSPECTION FINAL INSPECTION I HAVE CAREFULLY EXAMINED THE COMPLETED PERMIT AND DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT ALL THE INFORMATION IS TRUE. '�"6L ""'p- PRINT NAME CIRCLE ONE: 1. OWNER 2. AGENT 3 7 19,9z6 DAn SIGNED TELEPHONE NUMBER OTHER LONLFE C I T Y O F E N C I N I T A S F 'NEERING SERVICES DEPARTM 505 S. VULCAN AVE. ENCINITAS, CA 92024 CONSTRUCTION PERMIT PERMIT NO.: 5354CN sa........... .......................................... s...... PARCEL NO. : 259- 131 -2800 JOB SITE ADDRESS: 902 ENCINITAS BLVD. APPLICANT NAME HORNE (FRANCES)- PO /CORDOVA MAILING ADDRESS: 1034 SAN ANDRADE ST. CITY: ENCINITAS STATE: CA PLAN NO.: ENCSTD (JOE) - LEASEE PHONE NO.: 760- 436 -7393 ZIP: 92024- CONTRACTOR : DON HUBBARD CONTRACTING CO. PHONE NO.: 760- 753 -1137 LICENSE NO.: 172638 LICENSE TYPE: A INSURANCE COMPANY NAME: TRANSCONTINENTAL INSURANCE CO POLICY NO. 1062304371 POLICY EXP. DATE: 10/31/98 ENGINEER P ONE 0.' PERMIT ISSUE DATE: 7/29/98 PERMIT EXP. DATE: 10/31/98 PERMIT ISSUED BY: INSPECTOR: TODD BAUMBACH ------------------- - - - - -- PERMIT FEES & DEPOSITS ---------------------------- 1. PERMIT FEE 250.00 2. INSPECTION DEPOSI .00 3. SECURJ'YGDDE'POSI } 00 '� J3 ✓K3�� ------- ------------ - - - - -- DESCRIPTION OF WORK ------------------- ------ - - - - -- EXCAVATION /BACKFILL /RESURFACING TO INSTALL 61N SEWER LATERAL FOR FUTURE RESTROOM @ ROADSIDE AGRICULTURAI. /HORTICULTURAL SALES STAND. TRAFFIC CONTROL PLAN, ACCEPTABLE TO TRAFFIC ENGINEERING DIVISION, REQUIRED PRIOR TO START OF WORK. - - -- INSPECTION ---------- - - - - -- DATE -- - - - - -- INSPECTOR'S SIGNATURE - --- INITIAL INSPECTION FINAL INSPECTION I HAVE CAREFULLY EXAMINED THE COMPLETED PERMIT AND DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT ALL THE INFORMATION IS TRUE. LTAri eGN-- 'A41 —TU R E /o PRINT NAME' CIRCLE ONE: 1. OWNER 2. AGENT 3 2 zzz�z DA SIGNED TELEPHONE NUMBER OTHER C I T Y O F E N C I N I T A S INEERING SERVICES DEPARTM' 505 S. VULCAN AVE. ENCINITAS, CA 92024 IMPROVEMENT PERMIT PERMIT NO.: 535411 va .csea .. .saa.a ...........i.a..a:...... :aa.sasssssasa s...... W..Nm.w��aig��s PARCEL NO. : 259- 131 -2800 PLAN NO.: 5354 -I JOB SITE ADDRESS: 902 ENCINITAS BLVD. APPLICANT NAME HORNE (FRANCIS)- PO /CORDOVA (JOE) - LEASEE MAILING ADDRESS: 720 BALOUR DR. (C /O LEASEE) PHONE NO.: 760 -436 -7393 CITY: ENCINITAS STATE: CA ZIP: 92024- CONTRACTOR : LICENSE NO.: INSURANCE CO POLICY NO. ENGINEER PERMIT ISSUE AMERICAN CONCRETE 521641 NPANY NAME: LIBERTY MUTUAL WC2 -161- 035528 -067 SAN DIEGUITO ENGINEERING INC DATE: 6/08/98 PERMIT EXP. DATE: 7/24/98 PERMIT ISSUED INSPECTOR: TODD BAUMBACH PERMIT FEES & DEPOSITS PHONE NO.: 760 - 471 -9907 LICENSE TYPE: C -8 POLICY EXP DA E: 7/24/98 P E N 760- 753 -5525 BY: 1. PLAN CHECK FEE 1,950.00 4. INSPECTION DEPOSIT: .00 2. INSPECTION FEE 1,675.00 5. SECURITY DEPOSIT 26,285.00 3. PLAN CHECK DEPOSIT: .00 / .�� 1OFBRrutriors 1 ------------------ - - - - - -- DESCRIPTION OF WORK TI--------- '- '- - '- '--- J--------- - - - - -- PUBLIC ROAD IMPROVEMENTS FOR ROADSIDE AGRICULTUAL /HORTICULTURAL SALES AS PER MINOR USE PERMIT 97 -071 TO INCLUDE 152LF CURB & GUTTER /684SF SIDE WALK /IEA PEDESTRIAN RAMP /2EA DRIVEWAY APPROACH. TRAFFIC CONTROL PLAN, ACCEPTABLE TO TRAFFIC ENGINEERING DIVISION, REQUIRED PRIOR TO START OF WORK. AS- BUILTS REQUIRED. AC PAVING & STREET LIGHT PER SEPARATE PERMIT. - - -- INSPECTION --------------- - INITIAL INSPECTION FINAL INSPECTION DATE -- - - - - -- INSPECTOR'S SIGNATURE - - -- AS- BUILTS AND ONE YEAR WARRANTY RETENTION REQUIRED. I HAVE CAREFULLY EXAMINED THE COMPLETED PERMIT PENALTY OF PERJURY THAT ALL THE INFORMATION IS �SI'GNATURE PRINT NAME CIRCLE ONE: 1. OWNER 2AGE. . 3. OTHER AND DO HEREBY CERTIFY UNDER TRUE. %� 9 /) C% DATE S IG ED TELEPHONE NUMBER C I T Y O F E N C I N I T A S INEERING SERVICES DEPARTM' 505 S. VULCAN AVE. ENCINITAS, CA 92024 IMPROVEMENT PERMIT PERMIT NO.: 535411 PARCEL NO. 259- 131 -2800 PLAN NO.: 5354 -I JOB SITE ADDRESS: 902 ENCINITAS BLVD. APPLICANT NAME : HHRNE (FRANCIS)- PO /CORDOVA (JOE) - LEASEE MAILING ADDRESS: 720 BALOUR DR. (C /O LEASEE) PHONE NO.: 760- 436 -7393 CITY: ENCINITAS STATE: CA ZIP: 92024 - CONTRACTOR : DON HUBBARD CONTRACTING COMPANY PHONE NO.: 760 - 753-1137 LICENSE NO.: 172638 LICENSE TYPE: A INSURANCE COMPANY NAME: TRANSCONTINENTAL INSURANCE CO. POLICY N0. 1062304371 POLIC EXP ATE' 10/31/98 ENGINEER SAN DIEGUITO ENGINEERING INC. PH NO 0- 753 -5525 PERMIT ISSUE DATE: 6/08/98 PERMIT EXP. DATE: 7/24/98 PERMIT ISSUED BY: INSPECTOR: TODD BAUMBACH ------------------- - - - - -- PERMIT FEES & DEPOSITS ----------- -- --------- ---- -- 1. PLAN CHECK FEE 1,950.00 4. INSPECTION DEPOSIT: .00 2. INSPECTION FEE 1,675.00 5. SECURITY DEPOSIT 26,285.00 3. PLAN CHECK DEPOSIT: .00 ---------------- --- - - - - -- DESCRIPTION OF WORK ------------------------------- PUBLIC DRAIN IMPROVEMENTS FOR ROADSIDE AGRICULTUAL /HORTICULTURAL SALES AS PER MINOR USE PERMIT 97 -071 TO INCLUDE 119LF PIPE /IEA COLLAR /IEA HEAD WALL. LETTER DATED MAR 18 1998 APPLIES. WORK AFFECTING ENCINITAS BL TO REQUIRE TRAFFIC CONTROL PLAN ACCEPTABLE TO TRAFFIC ENGINEERING DIVISION. AS- BUILTS REQUIRED PRIOR TO FINAL INSPECTION. - - -- INSPECTION ------- --- - - - - -- DATE -- - - - - -- INSPECTOR'S SIGNATURE - --- INITIAL INSPECTION FINAL INSPECTION AS- BUILTS AND ONE YEAR WARRANTY RETENTION REQUIRED. I HAVE CAREFULLY EXAMINED THE COMPLETED PERMIT AND DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT ALL THE INFORMATION IS TRUE. l IGNATURE PRINT NAME CIRCLE ONE: 1. OWNER 2. AGENT] 3. OTHE DATE SIG ED (/yo) 7)-3 -S1 "Z ,) TELEPHONE NUMBER C' T Y O F E N C I N I T P INEERING SERVICES DEPARTM 505 S. VULCAN AVE. ENCINITAS, CA 92024 GRADING PERMIT PERMIT NO.: 5354GI .a.as a. ssn.... .... mas ... .....ss .....a...so ..................... = ..... ====Manaus PARCEL NO. : 259- 131 -2800 PLAN NO.: 5354 -G JOB SITE ADDRESS: 902 ENCINITAS BLVD. APPLICANT NAME HORNE (FRANCIS)- PO /CORDOVA (JOE) - LEASEE MAILING ADDRESS: 720 BALOUR DR. (C /O LEASEE) PHONE NO.: 760 - 436 -7393 CITY: ENCINITAS STATE: CA ZIP: 92024- CONTRACTOR : RICHARD LOHF GRADING & EXCAVATING LICENSE NO.: 406727 ENGINEER : SAN DIEGUITO ENGINEERING INC. PERMIT ISSUE DATE: 6/08/98 PERMIT EXP. DATE: 6/08/99 PERMIT ISSUED BY: INSPECTOR: TODD BAUMBACH PHONE NO.: 760 - 744 -0064 LICENSE TYPE: �H NO.: 0- 753 -5525 - ------ -- ------- ---- - - - -- PERMIT FEES & DEPOSITS ---------------------------- 1. PLAN CHECK FEE 1,500.00 4. INSPECTION DEPOSIT: .00 2. INSPECTION FEE 2,825.00 5. SECURITY DEPOSIT 26,221.00 3. PLAN CHECK DEPOSIT: .00 - ------- ----------- - - - - -- DESCRIPTION OF WORK ------------------------- - - - - -- EARTHWORK /DRAINAGE IMPROVEMENTS /EROSION CONTROL TO PREPARE SITE FOR ROADSIDE AGRICULTURAL /HORTICULTURAL SALES PER MINOR USE PERMIT 97 -071. EARTHWORK: 5,300CY CUT; 2,400CY EXPORT. DRAIN: 518LF DITCH. LETTER DATED MAR 18 1998 APPLIES. AS- BUILTS REQUIRED PRIOR TO FINAL INSPECTION. NO PAVING OF PARKING AREA PERMITTED WITHOUT PAYMENT OF FLOOD CONTROL FEE. - - -- INSPECTION ----- ----- - - - - -- DATE -- - - - - -- INSPECTOR'S SIGNATURE - - -- INITIAL INSPECTION COMPACTION REPORT RECEIVED ENGINEER CERT. RECEIVED ROUGH GRADING INSPECTION FINAL INSPECTION I HEREBY ACKNOWLEDGE THAT I HAVE READ THE APPLICATION AND STATE THAT THE INFORMATION IS CORRECT AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING EXCAVATING AND GRADING, AND THE PROVISIONS AND CONDITIONS OF ANY PERMIT ISSUED PURSUANT TO THIS APPLICATION. !. v 5 DATE SIGN D %l/�v jC 7�� 7s 1 - -J 1 " "�S PRINT NAME TELEPHONE NUMBER CIRCLE ONE: 1. OWNER 2. AGENT; 3. OTHER �E0 San Dogo Gas & E►ectnc M Enova Company P.O. BOX 18]1 . BAN DIEGO. CA 921124169. 81910Wb June 2, 1998 Mr. Joe Cordova Cordova Greenhouse & Nursery 720 Balour Drive Encinitas, CA 92024 Dear Mr. Cordova: FILE NO LETTER OF PERMISSION FOR GRADING AND CONSTRUCTION OF IMPROVEMENTS San Diego Gas & Electric Company (SDG &E) is the owner both a two foot (2') Electric Transmission Easement located in and around the following legal description; The East Two feet of the West Nineteen feet of the West half of the Northwest Quarter of Section 14, Township 13 South, Range 4 West, San Bernardino Meridian, excepting therefrom the North Half of the Southwest Quarter of the Southwest Quarter of the Northwest Quarter of said Section 14, and a twenty foot (20') Electric Transmission Easement located in and around the following legal description; That portion of the Northeast Quarter of the Northeast Quarter of Section 15, Township 13 South, Range 4 West, San Bernardino Meridian, County of San Diego, State of California, according to United States Government Survey Approved April 19, 188 1. (SDG &E Right of Way No's. 6284 & 53356. We have reviewed and approved the grading plans for Encinitas Drawing No. 5354 -G and improvement plans, drawing N. 5354 -I, received April 6, 1998, dated March 27, 1998, which shows the proposed grading and improvements on the property subject to our easement, attached hereto as Exhibit `A'. Permission is hereby granted to Cordova Greenhouse & Nursery, to grade and construct improvements as shown on said plan, subject to the following conditions: This permit to grade shall be effective for six (6) months from the date of this letter. 2. This letter is subject to Cordova Greenhouse & Nursery, obtaining the necessary grading and improvement permits from the City of Encinitas. [prinsgrd.doc] June 3, 1998 Page 2 3. Final signed, approved plans must be submitted to SDG &E a minimum of 15 working days before commencement of grading and construction of improvements within the easement area. 4. At least twenty -four (24) hours notice, whether by telephone, telefax or otherwise, must be given to SDG &E before start of work or making field changes to plans within said easement. Notice is to be given to the undersigned. A representative of SDG &E must be invited with at least forty-eight (48) hours prior notice, whether by telephone, telefax or otherwise, to any pre - construction meetings held before the start of construction. No grading shall be allowed within ten (10) feet of an existing 69Kv pole. All CAL OSHA requirements must be complied with including the minimum clearance around the energized electrical line of ten feet (10'). Cordova Greenhouse & Nursery, shall indemnify and hold SDG &E harmless from any and all injuries or damage to persons or property in any way arising from the proposed grading or construction of improvements. 9. Cordova Greenhouse & Nursery, agrees to sign and have signed all consent agreements between SDG &E and any agencies who encroach upon either easement. 10. SDG &E shall not be responsible in any manner for any maintenance or repair of the proposed grading or improvements. 11. This letter shall not be construed as approval of any field changes. Specific approval of any changes within SDG &E easements must be obtained. 12. All applicable laws and regulations of local, state and federal governments and their agencies shall be complied with. 13. All disturbed and created slopes, within the SDG &E electric transmission easement, shall be hydroseeded or planted with an SDG &E approved mix. 14. Erosion control measures shall be designed and implemented and maintained through the normal rainy season for San Diego County. 15. Cordova Greenhouse & Nursery, agrees to keep access open to SDG &E facilities at all times during construction. June 3, 1998 Page 3 16. This permission letter shall be posted on the job site at all times. Should you have any questions or require additional assistance, please call me at 696 -2738. Since Jo J. Hernandez Property Management Representative CORDOVA GREENHOUSE & NUSERY, I ACCEPT THE AFORE ONED CONDITIONS: By: Title:' Date: A L GENERAL NOTES GENERAL 1. 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M ENSm1 IE NCf OO O®E FOS OUMITRO D®M wLINOW INIE IRA<TO4 a � Rw�M •mrc a Alec ro N: PDSaEEn To mnETE M mnrNCna LEGAL DIE9CRIPTION PORTION a Flw A, ='A, n». RAE, m1 CO1MP CA NNI STATE a CVaW1N APNJ a 111 -a OWNER /PERMITTER FWNNCO N. HONE Nm OCnNTb ®IIL.E`I1R0 ENCINITAS, G •Em4 TEL ()NO) 7WY 1 SIN DEDUrIn E7NVNmINC, INc aAOT WN[NFSTFR AAFMIIE S1f1E 'OR fTKiNrtb G Y10a1 tE1 nNQf 16LYRC /A WANL�FQ A�C!]T1lfI'.ATG' l47 NDp1 m TUT A REMTEVEO SOl! EN01FF11 OR OEOGOST INS �I 01 Rt BE RETAINED m APE Od ALL W,OwO ACTMIY AID M/6E ON M OONMRDN AM) STABNfn O THE SITE fvM UK GTE DARER: FRANCES N. IIORNE ALOFIM WO ENONRb wuUrVAD I SCALE ENCINITAS G 9=4 NONE ONO) TS) IT 0 AGREED THAT FIELD COAtOq WY REORRE CNAN43 TO TERSE PLANS M 9 FIAMET AAFt➢ THAT M ONEII (( 9WL 11WE A REOSTOED ML ENGINEER 1NRE SUCH OWMM ALTIORATIO101. OR AmITIONS TO TERSE DAMS e•a M DIRECTOR OF ENCIEEAINc DE77JBINO AE NECESSAEf AND DESIRABLE FUR TIE PROPER 11NNIETION OP THE NPNDEAIEMS I rLNRER AO ro ccN ADEN ON ANY NPROWENI3 91cNN OM MIME PLANS MTIMN ED571D OTY mm-OF -RAY 11TNN b DAYS AIFTER M MILANCE or M mNOTDICTIaN PEAIIT AND TD PaMUE SUCH NOR( AT TAy ON EVM WRWL FOR ANC My UM1L MANCOIN MNOPECTIVE AD INDEPENDENT OF ANY OTHER MORN NDN THIS PHOIECT OR UNDER MT CON(TROL NIXANR GTE OINNEA FRANCES M. NODE AOAl= •m EINONITM I1DMiYARD E 11AE. G Rama PHONE (740) T.D -awe BNN DIEGLHTO EMWAMAING, INC. AAm NNama uR ,v s� CIVIL ENGMIEERWG PlA~ LAND SURVEYM RENRTaNa AWROML vOE I INDNOICp I DOE BENCH MARK I SCALE I SPECIAL DISTRICT APPROVALS I CITY OF ENCINITAS ENGINEERING DEPARTMENT I URAAWING NO. DElONP10N CFIIIFRI4 MaR1➢MOE AT M A N0a®FnK� II'FIIOUD NEE- PLANS PREPARED UNDER THE SUPER09M OF DATE. R.LE Nn : 1H ADM ON RECOMMENDED APPROVED OAF: STREET IMPROVEMENT PLANS FOR ENCINITAS BOULEVARD "ON MRS. wrlem a !(DOWN EONI IROKCf X0. NP A-471 c�� JJJT -I SHEET 1 OF 2 •i E11a11TAm ti Br: CO1M11' a SAAR oErd WO k N U Z L6 Z_ IZ W w Z_ z W C) 7] � N W � CI M In Z h N 00 W 3� N Fj 2 PROFILE SCALES: HOR2. 1- = 40• VERT. 1• — 4' CONSTRUCTION NOTES O mRSmuCr ivK Y r ou• • amFA PER NI Ra o-] Q M6fPt1Cf �' AYCN P.CL >mRUt PEA 901® XO. 0.l O] COMStNK.T PFDQ114W RM1i 1YPE '1.' PEA SCR>D Xa FP Oi COraIINOr M: PMF]1pR 10RJL910rt PEA gam Na o-x� O PROnoe 9•DDIH cur Mn atMl our PBt aP msrwc o ®Rn m we,¢ P,a ma lU E%IFNOMIG 9,OIflRIflN1 PIPE O li=H IN KM* Y MR 9pR11 NR MOUXO •1110 KSNXP L AND M1M[IX! HG •nr 1UI a.• 1W R 1� SAN DIEGNRO ENGINEERNq. WC, uar roorw RaR to _ q P70L CML ENGINE RE MG • PLANNW13 LAND SURVEYING IE1voNa jm�j OF,E I IESEA m SCME 1 - �d 0 b !�!:•CJl1AS•1i:•F_�Oa �a e �� !�t'3['•l�II a!i•F �lE l� oe�ti�F •FS->• RYFP11Uk 1ENrmK 11WN R Yf16RCild OP PRMCF)Ia17f INIE Y pmrtM as nw._ l,lx oM1r: wo u rsL ' i 0 i h 1 m •.Po-m10 mm Or 9MN DIM 1-10 YDPIINow ME a N ) MARwEn A NMI R M3' 5 +00 46 +00 R ME 111W G E11r 'A•M OF AR1 w MORMIL R M. ERE •a lNt♦ MIO 31414 Of 0.L M Y 17. 1M r Ra NL "I] 2-u • "m • It m 61,10 0. 19 -13I -28 47+00 48+00 -4 V.0 L ila "Emm= S1��:f =F=EED 1 EM'! /EMLKLM Ltt i E Ailb U0 - AN - 97 40 w�q� `Wy"EhE OO F RCE No :L1M 9* Er �1 Y1I 220 210 r21 Pitt _ U Z U Z 1+00 2 +00 3+00 W W 90R RCP PROFILE z 9GlE: IIC1dZ- I'-9� (7 wrt- I'.•' Z W r1pR rogMVr ounRa IIa aw-I• w•Fa rN R1r u"ua � N p t7 L/i C C N "AS BUILT" Z^ < 9p VITAS ENGINEERING OEPARTNENT DRAWING NO. 'LNIS FOR: LO w GREENHOUSE AND NURSERY SALES SRE 5.5 � m �m •au1lMm 5354 —i a € cmcmr�mu� b �a e �� .f ORMIMY ■® 3 dsE16191p d3 oailD ± liE Ni°P°m PDY�I ORWC \ a1 waD.r. v1 am hP r21 Pitt _ U Z U Z 1+00 2 +00 3+00 W W 90R RCP PROFILE z 9GlE: IIC1dZ- I'-9� (7 wrt- I'.•' Z W r1pR rogMVr ounRa IIa aw-I• w•Fa rN R1r u"ua � N p t7 L/i C C N "AS BUILT" Z^ < 9p VITAS ENGINEERING OEPARTNENT DRAWING NO. 'LNIS FOR: LO w GREENHOUSE AND NURSERY SALES SRE 5.5 � m �m •au1lMm 5354 —i a € cmcmr�mu� Ago City Of Encinitas March 18, 1998 ENGINEERING SERVICES DEPARTMENT attn: Ivan R. Fox San Dieguito Engineering, Inc. 4407 Manchester Avenue, Suite 105 Olivenhain, CA 92024 Re: Minor Use Permit 97 -071 "Horne /Cordova" Grading Application 5354GR Improvement Application 5354IR (902 Encinitas BI/Nursery) A.P.N. 259- 131 -28 Permit issuance requirements Capital Improvement Projects District Support Services Field Operations Subdivision Engineering Traffic Engineering This correspondence shall serve to briefly summarize the Grading Permit and Improvement Permit process. Drawing 5354 -G and Drawing 5354 -I, respectively, are not approved and still subject to review. Plan approvals by the Director of Engineering Services are valid for three years. In order to obtain the necessary Engineering Permits to construct per these Drawings, your client(s) will need to satisfy the following requirements: (1) Obtain all necessary plan approvals. (2) Post Security Deposits as follows: (a)GRADING PERMIT... in the amount of $56,500.00 to guarantee performance of earthwork, drainage improvements, and erosion control. (b)IMPROVEMENT PERMIT... in the amount of $33,500.00 to guarantee performance and warranty repair /replacement of public road and drainage improvements. Up to eighty percent of the amount may be in the form of a Performance Bond issued by a State of California licensed surety company. Twenty percent has to be in the form of cash, a certificate of deposit, a letter of credit, or an assignment of account. The Performance Bond may be used to secure the entire amount required to secure public improvements. The City must pre- approve any financial instrument's format. Complete the Security Obligation Agreement. ISG /97- 071.doc 1 TEL 760- 633 -2600 1 FAX 760- 633 -2627 505 S. Vulcan Avenue. Encinitas, California 92024 -3633 TDD 760- 633 -2700 �Vi recycled paper P (3) Pay non - refundable Inspection Fees as follows: (a)GRADING PERMIT... of $2,825.00. (b)IMPROVEMENT PERMIT... of $1,675.00. (4) Pay a Flood Control Fee of $3,025.00. The rate is $0.21 /SF and is assessed on the private parking area of 14,404SF that is to be paved. An additional assessment will be levied on the new building and related hardscape during the Building Permit process. (5) Provide 4 blueline prints of each of the approved Drawings. (6) Provide the name, address, telephone number, and state license number of the construction contractor. Construction in the public right -of -way and on public improvements is restricted to qualified contractors. The contractor will need to possess a Type "A" General Engineering or combination of Types "C -8" Concrete, "C -10" Electrical, "C -12" Grading and Paving, and "C -34" Pipeline state licenses, and meet the minimum insurance requirements as stated on the accompanying handout. A traffic control plan, acceptable to the Traffic Engineering Division, is required as an attachment. (5) Sign the Permits and the Right -of -way Standard Conditions. Any authorized representative of the property owner may sign. Permits are valid for no more than one year and may expire earlier due to expirations on letters of credit and/or insurance policies. Once the Engineering Permits are issued, advance notice of 48 hours must be given prior to your client or the contractor scheduling the mandatory pre - construction conference. See Grading Note #9 for more detail. Construction changes, prepared by the Engineer of Work, should be submitted to the Engineering Services Department as redlined mark -ups on 2 blueline prints of the approved Drawing. Changes are subject to approval prior to actual construction. Rough grading approval is one of many prerequisites to Building Permit issuance and is granted by the assigned Engineering Inspector when certain minimum conditions in the field are met. At an absolute minimum, this would mean certified pad preparation, soil compaction, safe access, and satisfactory progress on public improvements. A reduction of up to 75% of the posted Security Deposit assigned to the Grading Permit may he merited. As- builts, prepared by the Engineer of Work and approved by the Engineering Services Department, will be required prior to Final Inspection and Acceptance Inspection. Satisfactory completion of Final Inspection is a prerequisite to release of the remainder of the Security Deposit assigned to the Grading Permit. Final inspection of the Grading Permit is a separate event and is not necessarily coincidental with final inspection of the Building Permit. JSG /97- 071.doc2 Satisfactory conclusion of Acceptance Inspection is a prerequirsite to a 75% reduction in the Security Deposit assigned to the Improvement Permit. The retention shall be held for a minimum one year and will be released only after the satisfactory completion of a Warranty Inspection. The Warranty Inspection cannot be scheduled until after the expiration of the Warranty Period. This letter is limited in scope. During the Building Permit process, you will need services and be subject to regulation from additional jurisdictions, including, but not necessarily limited to, as follows: the Current Planning Division, Building Inspection Division, Fire Prevention Bureau, San Dieguito Water District and Encinitas Sanitary Division, all of the City, and the County Department of Environmental Health Services, Encinitas Union School District and San Dieguito Union High School District, all separate public agencies. Please inquire at their respective counters. Additional engineering requirements will be forthcoming during the Building Permit process. These typically are as follows: 1)coordination of the building site plan with the grading plan, 2)resolution of any outstanding public improvement issues, and 3)assessment and collection of sanitary sewer, flood control, and traffic mitigation fees. Issues concerning new development in the former Encinitas Sanitary District are handled by the Engineering Services Department. Should you have any questions, please contact me at (760) 633 -2780, or you may wish to visit the Engineering Counter at the Civic Center. Sincerely, Jellt/7 - Jeffrey S. Garami Engineering Technician Subdivision Engineering cc Todd Baumbach, Engineering Inspector Greg Caudill, Engineering Technician enc JSG /97- 071.doc3 Recording Requeste y: ) ThL 40INAL OF THIS DfE;lH1ENT City of Encinitas ) WAS FECOM ON A 23, 1998 DOCIJUfT 00 1998-0458595 When Recorded Mail to: ) (i) M J. SMITH, CM FECOtDER City Clerk ) SAM DIESO COINTY f1ECQiDER'S OFFICE City of Encinitas ) TIME: 8.23 AN 505 South Vulcan Avenue ) Encinitas, CA 92024 ) FOR THE BENEFIT OF THE CITY ) )SPACE ABOVE FOR RECORDER'S USE ONLY GRANT DEED FOR CITY HIGHWAY Assessor's Parcel No. Project No.: 97 -071 MIN 259- 131 -28 W.O. No.: 5354 IR FRANCES M. HORNE hereinafter called GRANTOR(S), do(es) hereby grant, convey and dedicate in fee title to the CITY OF ENCINITAS, State of California, hereinafter called GRANTEE, the right of way and incidents thereto for a public highway upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, grant.hwy 2 -09 -98 bak The Grantor, for himself, his successors and assigns, hereby waives any claim for any and all damages to Grantor's remaining property, contiguous to the right -of -way hereby conveyed by reason of the location, construction, landscaping or maintenance of said highway. Dated this 1.4.6 day of 19 Of .,�,..., P OWNER: Signature of Owners to be notarized. Attach the appropriate acknowledgments. I certify on behalf of the City Council of the City of Encinitas, pursuant to authority conferred by Resolution of said Council adopted on November 9, 1994 that the City of Encinitas consents to the making of the foregoing Right -of -Way Dedication and consents to recordation thereof by its duly authorized officer. Date: 2 By: Alan D. Archillald Director of Engineering Services City of Encinitas grant.hwy 2 -09 -98 bak 2 CALiFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of -�7 County of �11Z.4 U On before me, DATE 1 NAME. TITLE OF OFFICER - E.G..'JANE DOE, NOTARY PUBLIC' personally appeared -r,?V C—e f. / 6d'%He NAME(S) OF SIGNERIS) personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s,) is /ape subscribed to the within instrument and ac- knowledged to me that he/she /they executed the same in h+slher /their authorized capacity(ie + s-), and that by his /her /fli CORNELIA A. ELLISOR signature(st on the instrument the person(s}, VCommission #11145 22 NotaryPuoric - California or the entity upon behalf of which the Son Diego County - person(-s) acted, executed the instrument. WITNE S my hand and official seal. C � SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARD IAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENr1T1'(IES) DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184' Canoga Park. CA 91309 -7184 SUBORDINATION AGREEMENT WHEREAS, those parties concerned, desire to have the Deed of Trust recorded fp- %V-)'1 6`)Y_ as File /Page No. 1f97•CL-17 +S nNp 1998 ci9i7co subordinated to Easement for Access ( "DOCUMENT" hereinafter); Now, therefore, for valuable consideration, the receipt of which is hereby acknowledged, the undersigned BENEFICIARY or TRUSTEE hereby waives the priority of said Deed of Trust in favor of said DOCUMENT to the same extent as if said DOCUMENT had been executed prior to said Deed of Trust. Mme, Iq g8 DATED DATED BENEFICIARY eR TRUSiaS By: Title: Signature of BENEFICIARY or TRUSTEE must be notarized. Attach the appropriate acknowledgement. I certify on behalf of the City Council of the City of Encinitas, pursuant to authority conferred by Resolution No. 94 -107 of said Council adopted on November 9, 1994 that the City of Encinitas consents to the making of the foregoing Subordination Agreement, and consents to recordation thereof by its duly authorized officer. Date - By �1 J '. �;; Alan D. Archibald Director of Engineering Services City of Encinitas cov4798 CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of �'Cjj -,9" SIC. County of 5Aae) lnce p On q- )C1 61 before me, �c r A- zcf. DATE , NAME. TITLE OF OFFICER E G_'JANE DOE. NOTARY PUBLIC' personally appeared ! hli Xpersonally known to me - OR MARK LEES .- COMM. #1069210 o NOTARY N V SAN DIEGONTY 0 c� R R2.1 NAME(S) OF.MNER(S) proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) -s(are subscribed to the within inst ument and ac- knowledged to me that h he /they executed the same in hi er /their authorized capacity(ies), and that by his er heir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. � � SIGNAT OTARY OPTIONAL Yo 5�7 Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT rC6 INDIVIDUAL {C� CORPORATE OFFICER 1 ' , C-62- f n �� f TITLE OR TYPE OF DOCUMENIT�Y TrTLE(s) ❑ PARTNER(S) ❑ LIMITED El ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN /CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME MIVCR ENJT1TY(IES7� 0 NUMBER OF PAGES s y r q V DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION • 8236 Rammet Ave.. P.O. Boa 7184 • Canoga Park, CA 91309 -71 B4 MARCH 12. 1998 SIDE 4409 EXHIBIT "A" LEGAL DESCRIPTION STREET DEDICATION PERMIT NO. 53541 DCD -97 -57 THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF, SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY THEREOF, DESCRIBED IN DEED TO JAMES EARL HORNE, TRUSTEE, ET AL, RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY APRIL 5, 1993 AS DOC # 1993 - 0207591 OF OFFICIAL RECORDS LYING WITHIN A STRIP OF LAND, 62.00 FEET IN WIDTH, THE SOUTHWESTERLY LINE OF SAID STRIP OF LAND BEING THE CENTERLINE OF ENCINITAS BOULEVARD ACCORDING TO ROAD SURVEY NO. 458 -66 APPROVED DECEMBER 18, 1967, A COPY OF WHICH IS ON FILE AT THE OFFICE OF THE CITY ENGINEER'S OFFICE OF THE CITY OF ENCINITAS. LAND �IEOF CALF FILE: L: \1DATA\ SURVEYS 44409SURV\4409DEDICATION.WPD RIGHT OF WAY DEDICATION PLAT —"iiiiim EXHIBIT A aijs SCALE 1 • = 100• N00'4 '51"E BEARINGS SHOWN HEREON 201.58 WERE COMPUTED FROM DATA ♦ INDICATES FOUND STND. SHOWN ON ROS MAP 8347 WELL MONUMENT PER USING ROS MAP 12444 AS RS 458 -66. A BASIS OF BEARINGS. _ N C3 O rl 00 Ln Ln O N �+ T u•7 Spa LAND SOA` a '� L 1 _7 APN 259- 131 -28 �`' -i 0 C5 i T:7 Yr7 Til J =i LLJ 9FOFCA0i N z 3 0 " rn �O o Co z = 01'02'09" z PROPOSED W DE RIGHT —OF —WAY R = 851.00' DEDICATION L = 15.38' '5 N hb '41D N2yh2 86 OgN'5 � r N00'5 0'55 "E 127.23' b s so c^9 ' �m SAN DIEGUITO ENGINEERING. INC. kG� �3GblQ Off. k H07 MANCHESTER, SUITE 105 fig', QQ ')o'$ 0 ENCINITAS, CA 92024 se g `0 PHONE (760) 753 -5525 �DpQ J CIVIL ENGINEERING • PLANNING �� C) LAND SURVEYING DOPIAT.DWG, SCALE: 1" -100•, DATE 03 -11 -98 SDE 4409 Recording Requester y: ) DOC 1 Q9C- 045Kj( ?55 City of Encinitas When Recorded Mail to. �6 OFFICI9�REC(tDS City Clerk > SAN DIEM COUNTY RECORDER'S OFFICE City of Encinitas ) GREGINY .1. SMITH, COUNTY REORDER 505 South Vulcan Avenue ) FEES: 0.00 Encinitas, CA 92024 ) OC: NA ,104 2 FOR THE BENEFIT OF THE CITY ) GRANT DEED 'SPACE FOR CITY HIGHWAY E 11111911111111 Assessor's Parcel No. 259- 131 -28 FRANCES M. HORNE Project No.: 97 -071 MIN W.O. No.: 5354 IR hereinafter called GRANTOR(S), do(es) hereby grant, convey and dedicate in fee title to the CITY OF ENCINITAS, State of California, hereinafter called GRANTEE, the right of way and incidents thereto for a public highway upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, grant.hwy 2 -09 -98 bak �k r��— - �<. Joe Cordova 1034 San Andrade Encinitas, CA 92024 October 29, 1997 Mr. Jensen Mr. Weedman City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 Dear Mr. Jensen and Mr. Weedman, This is an overview of what we would like to do on 902 Encinitas Blvd. As you know, we are complying with the road improvements demanded by the City. Our problem is the time needed to go through the plan checks , which will put us out of the poinsettia selling business for this season. As Mr. Jensen and I discussed at City Hall on October 27, 1997, we would like to do something on a temporary basis. First of all, we need to extend the drainage line 20 feet so that we can widen the driveway. As Mr. Jensen pointed out, we realize we will have to dig out that 20 foot section when the new line is installed. We also need to do some minor grading for parking. No soil will be moved, just leveled out. Since we plan to do the full scale grading at a later date, minimal effort will go into this. We will also be building small greenhouses for plant protection. These greenhouses will also have to be taken down t enable us t q do the final gradmng e— 6y i.. ✓ of'(j.�+.- u,fi.sii X99/' Thank you for ari your assistance. Sincerely, Joe P. Cordova io - 30 ?7 CITY OF ENCINITAS COMMUNITY DEVELOPMENT DEPARTMENT 505 So. Vulcan Avenue Encinitas, CA 92024 (619) 633 -2710 NOTICE OF DECISION DCD -97 -57 July 17,1997 This letter is to inform you that the Director of Community Development has approved your application for: 97 -071 MIN /CDP (Horne) Minor Use Permit and Coastal Development Permit to allow a roadside agricultural / horticultural sales operation for property located at 902 Encinitas Blvd. (APN: 259 - 131 -28). Project Description and Discussion: The applicant proposes a roadside agricultural / horticultural sales business for the sale of items produced on -site, utilizing a 16' x 20' sales building. The primary sales items will be fruits, vegetables and flowers. The approved site plan also proposes future greenhouses which may be constructed at a future time if the sales operations are a commercial success. Any future expansion will be subject to City staff analysis prior to final approval. The greenhouses would be utilized for the raising and display of items related to the sales operations described herein. The application states that typical business operations will be 8:30 to 5:30 Monday through Saturday, with hours of 10:00 to 5:00 on Sundays. Deliveries will be made from the Cordova greenhouse nursery to facilitate start -up operations, after which all sales activities will be essentially self - sufficient. The applicant will install one two -sided wood sign with a painted copy. The sign will be approximately 6 ft. in height and approximately 6 sq. ft. Asper condition no. 3 below, the Community Development Department will review the final sign design prior to installation. A 30 -space parking area will be installed to service the business operations, and will be improved with decomposed granite surfacing, as per condition no. 4 below. No parking study has been required as part of this use permit, but staff determines that the proposed 30 space parking area should be adequate for the scale of operations. However, as per condition no. 5 below, Community Development Department !:%Lff may require future expansion to the parking area if business operations so warrant. The placement of any future greenhouses will be sited such that an expansion to the parking area will not be impeded, as per condition no. 5 below. The parking area will be treated with landscaping, such that a minimum of 15% of the parking area will be provided with landscape materials, to the satisfaction of the Community Development Department, as per condition no. 6 below. All vehicular driveways will be a minimum of 24 ft. in width, as per Fire Department requirements. JK1l 197071M1N.DFC (7 -17 -97) No sanitation facilities are proposed for the business at this time. The Community Development Department may require such facilities at a future time if the level of business activities / expansions warrant the addition of the facilities, as per condition no. 7 below. The Engineering Services Department requires street improvements as part of the project, phased as per condition no. 34 below. A standard public notification was issued and public hearings were conducted for the application on May 1 and May 15, 1997. Members of the local community were present, and opposition was expressed regarding the proposed access from the adjacent Princehouse Lane. The applicant has submitted a revised site plan eliminating access from Princehouse Lane. No other points of opposition were expressed from the community. Condition no. 8 below prohibits any project access from Princehouse Lane. Community Development Staff has analyzed the application request, has visited the site and the neighborhood, and has discovered no information which would indicate why the Minor Use Permit / Coastal Development Permit application should not be approved. The project is found to be exempt from Environmental Review, as per CEQA Guidelines Sections 15304(b), 15061(b-3). This determination is based upon the following findings: I. Use Permit - Municipal Code Section 30.74.040 An application for Use Permit shall be approved unless findings of fact are made based upon the information presented in the application or during the hearings which support one or more of the following conclusions. 1. The location, size, design or operating characteristics of the proposed project will be incompatible with or will adversely affect or will be materially detrimental to adjacent uses, residences, buildings, structures or natural resources, with consideration given to, but not limited to: a. The inadequacy of public facilities, services and utilities to serve the proposed project; b. The unsuitability of the site for the type and intensity of use or development which is proposed;and c. The harmful effect, if any, upon environmental quality and natural resources of the City. 2. The impacts of the proposed project will adversely affect the policies of the Encinitas General Plan or the provisions of this Code; or ✓ M97071M1N.DEC t7- 17 -97I F 3. The project fails to comply with any other regulations, conditions or policies imposed by this Code. No evidence has been submitted to support any of the above conclusions. II. Coastal Development Permit - Municipal Code Section 30.80.090 1. The project is consistent with the certified Local Coastal Program of the City of Encinitas; and; 2. The proposed development conforms with Public Resources Code 21000 and following in that there are no feasible mitigation measures or feasible alternatives available which would substantially lessen any significant adverse impact that the activity may have on the environment. Conclusion The City's General Plan and Municipal Code are applicable components of the City's Local Coastal Plan. The project consists of an agricultural / horticultural roadside sales operation within a residential zone, allowed with the approval of a Minor Use Permit, as per Municipal Code Section 30.09. No aspect of the project has been identified which could have an adverse impact on coastal resources or any natural resources. Since the project complies with all applicable provisions of the City's Municipal Code, the Community Development Department finds that the project is consistent with the certified Local Coastal Program of the City of Encinitas and that required finding #2 is not applicable since no significant adverse impact is associated with the project. No aspect of the project has been identified which could have an adverse impact on coastal or any natural resources. The approval of this Coastal Development Permit satisfies the requirements of the Encinitas Local Coastal Program. This approval is subject to the following conditions: j� This Minor Use Permit approval shall expire on July 10, 1999, two years from the date of this approval unless operations, as approved herein, are initiated in reliance upon this approval. 2. The approved Minor Use Permit and Coastal Development Permit shall conform to the application submitted to the City and dated received by the City on April 3, 1997, and revised project plans dated received by the City on June 4, 1997, and shall not be modified without prior City approval. The Community Development Department must review the final street - oriented monument sign design prior to installation. The entire 30 -space parking lot shall be installed prior to the start of business operations. The - parking area shall be improved with decomposed granite surfacing. JKA197071MIN.DEC 17 -17 -971 The Community Development Department may require future expansion to the parking area if business operations warrant. The placement of any future greenhouses shall be sited such that an expansion to the parking area, if required, would not be impeded, 6.. Prior to the start of business operations, a minimum of 15% of the parking area shall be provided with permanent landscape materials, to the satisfaction of the Community Development Department, 7. The Community Development Departmentmay require sanitation facilities at a future time if the level of business activities / expansions warrant the addition of such facilities. 8. Project access from Princehouse Lane is prohibited. 9. No parking on Encinitas Blvd. shall be allowed. As per the approved site plan, both 30 ft. wide access driveways shall be installed to the satisfaction of the Engineering Services Department prior to the start of business operations. Any future expansion of the business (i.e. addition of greenhouses or other intensification) shall be subject to review and approval by City staff. 12. The site shall be maintained in a clean and orderly appearance at all times. Miscellaneous equipment and other related items shall be stored in an orderly manner and out of sight from the public view to the degree possible. No trash, debris, cuttings or other materials may be allowed to accumulate on the project site, and all materials shall be stored and arranged so as to maintain an orderly appearance. 13. No mechanical landscape "chipper" shall be operated on the project site in association with the business. 14. Any irrigation activities shall be controlled such that no water runoff beyond the site occurs. rt5 The site shall be maintained such that mud is not tracked onto adjacent roadways from customer vehicles. 16. Any chemical use or storage shall conform with any and all standards applicable to County Environmental Health and the County Agricultural Commissioner. 17. If at any future time the business use is vacated, the business operator/ property owner shall be responsible for restoring the site to approximate an undisturbed condition, to the satisfaction of the Community Development Department. In the event that any of the conditions of this permit are not satisfied, the Community Development Department may cause a noticed hearing to be set by the authorized agency to determine why the City of Encinitas should not revoke this permit. JM197071MIMDfC 17 -17 -971 1I 19. Nothing in this permit shall relieve the applicant from complying with the conditions and regulations generally imposed upon activities similar in nature to the activity authorized by this permit. 20. Nothing in this permit shall authorize the applicant to intensify the authorized activity beyond that specifically described in this permit. 21. Approval of this request shall not waive compliance with any sections of the Zoning Code and all other applicable City Ordinances in effect at the time of construction unless specifically waived herein. 22. Prior to start of business operations, the applicant shall cause to be recorded a covenant in form and content satisfactory to the Director of Community Development regarding real property which sets forth this grant of approval. APPLICANT SHALL CONTACT THE ENCINITAS FIRE DEPARTMENT REGARDING COMPLIANCE WITH THE FOLLOWING CONDITIONS: 73. All vehicular driveways shall maintain a minimum width 24 fc f 24. Address numbers shall be placed in a location that will allow them to be clearly visible from the street fronting the structure. The height of numbers shall conform to Encinitas Fire Department Standards. 25. Prior to start of business operations, the applicant shall submit to the Community Development Department a letter from the Fire Department stating that all fees including plan check reviews and/or cost recovery fees have been paid or secured to the satisfaction of the Fire Department. THE APPLICANT SHALL CONTACT THE ENCINITAS BUILDING DEPARTMENT REGARDING COMPLIANCE WITH THE FOLLOWING CONDITIONS: C� The applicant shall submit a complete set of construction plans to the Building Division for plancheck processing. The submittal shall include a SoiWGeotechnical Report, Structural calculations, and State Energy compliance documentation (Title 24). Construction plans shall include a site plan, a foundation plan, a floor framing plan, a floor plan, section details, exterior elevations, and materials specifications. Submitted plans must show compliance with the latest adopted editions of the California Building Code (The Uniform Building Code with California Amendments, the California Mechanical, Electrical and Plumbing Code). Commercial construction must also contain details and notes to show compliance with State disabled accessibility mandates. These comments are preliminary only. A comprehensive plancheck will be completed prior to permit issuance and additional technical code requirements may be identified and changes to the originally submitted plans may be required. ,I M/97071 M1N.DfC 17 -17 -971 61 APPLICANT SHALL CONTACT THE ENGINEERING DEPARTMENT REGARDING COMPLIANCE WITH THE FOLLOWING CONDITIONS: GRADING CONDITIONS 27. The developer shall obtain a grading permit prior to the commencement of any clearing or grading of the site. 28'. All newly created slopes within this project shall be no steeper than 2:1. DRAINAGE CONDITIONS 29. The developer shall pay the current local drainage area fee for this project, as applicable, prior to final inspection of the project building permit, or shall construct drainage systems in conformance with the Master Drainage Plan and City of Encinitas Standards, as required by the City Engineer. The drainage system may be phased for this project as per Engineering Services Department requirements. 30. Concentrated flows across driveways and/or sidewalks shall not be permitted. bThe developer shall make an offer of dedication to the City for all public streets and easements required by these conditions or shown on the site development plan. The offer shall be made prior to issuance of any building permit for the project. All land so offered shall be granted to the City free and clear of all liens and encumbrances and without cost to the City. Streets that are already public are not required to be rededicated. An additional 11 feet of right -of -way shall be dedicated by the developer along the Encinitas Blvd. frontage based on a center line to right -of -way width of 62 feet and in conformance with City of Encinitas Standards. 33. Reciprocal access and maintenance and/or agreements shall be provided ensuring access to all parcels over private roads, drives or parking areas and maintenance thereof to the satisfaction of the City Engineer. C34.-' Prior to any work being performed in the public right -of -way, a right -of -way construction permit shall be obtained from the City Engineers office and appropriate fees paid, in addition to any other permits required. 15, The developer shall obtain the City Engineer's approval of the project improvement plans and enter into a secured agreement with the City for completion of said improvements prior to issuance of any building permit within this project. The improvements, subject to completion in phases consistent with the placement of structures on the project site and based upon cost JKA197071M/N.DfC 17 -17 -971 estimates submitted by a professional engineer in conformance with approved plans and standard engineering practices, shall be constructed and accepted for maintenance by the City Council prior to occupancy of any building permit for any structure on the project. The improvements are: Portland Cement curb, gutter and sidewalk, with the face of curb at 41 feet from the centerline of Encinitas Blvd., and AC Pavement to complete the road section to the existing pavement and street lights, as per City standards. Only one driveway (i.e. the existing driveway) access will be allowed on Encinitas Blvd. for the project. 36. The developer shall execute and record a covenant with the County Recorder agreeing not to oppose the formation of an assessment district to fund the conversion and/or installation of underground utilities. 37. The design of all private streets and drainage systems shall be approved by the City Engineer prior to the issuance of any grading or building permit for this project. The structural section of all private streets shall conform to City of Encinitas Standards based on R -value tests. A standard improvement plan-check deposit is required. UTILITIES 38. The developer shall comply with all the rules, regulations and design requirements of the respective utility agencies regarding services to the project. The developer shall be responsible for coordination with S.D.G &E, Pacific Telephone, and Cable TV authorities. 40. All proposed utilities within the project shall be installed underground including existing utilities unless exempt by the Municipal Code. 41 The developer shall be responsible for the relocation and undergrounding of existing public utilities, as required. FEES 42. The developer shall be responsible for the payment of Flood Control Impact and Traffic Impact Fees before approval of the grading plan, or shall enter into a security agreement for the payment of such fees. Such fees may include, but not be limited to: Permit and Plan- Checking Fees, School Fees, Water and Sewer Service Fees, Traffic Fees, Drainage Fees, and Park Fees. As required, arrangements to pay these fees shall be made: 1. Prior to building permit issuance. 2. For Traffic Fees, prior to issuance or occupancy certificate. JW197071MIN.DEC t7 -17 -971 7 In accordance with the provisions of the Municipal Code, this decision may be appealed to the City Council within fifteen (15) calendar days of the date of this determination. This notice constitutes a decision of the Community Development Department only. Additional permits, including Building Permits, may be required by the Building Department or other City Departments. It is the property owner or applicant's responsibility to obtain all necessary permits required for the type of project proposed. The action of the Community Development Director in reference to the above item is not appealable to the Coastal Commission. If you have any questions regarding this determination, please contact Jim Kennedy at the Community Development Department by telephoning (619) 633 -2715. Sandra Holder Community Development Director JK1I 197071M1N.DEC (7-17-97) J PROJECT REVIEW REQUEST CITY OF ENCINITAS Community Development Department 505 South Vulcan Avenue Encinitas, CA 92024 -3633 CAB AREA: O � SUBMITTAL DATE: CASE NUMBER: GI -] - C7-i I I' ir]l CC)P FINANCE NUMBER: APPLICANT: Er- ,,,.nC_i'_S F ADDRESS: CI 0 2 13 ( APN: Z SGI - 1 3 ! - ;?, S DESCRIPTION: (n i � � [ )st- Pkva� '+ -Lr— ccnnA s ic-U Dk o. r: C- p r rc,, l .sC' L e z. ENVIRONMENTAL STATUS: -_Ke_ ,2+ �Je� I SQL f TO [ ] Sandy Holder, CD Director Date Transmitted: Li —L 1 —9 7 [ ] Bill Weedman, City Planner [ ] Gary Barberio, Senior Planner [ ] Will Foss, Building Division Supervisor Return by (Date): ` Z y [ ] Cindy Adams, Code Enforcement Coordinator [ ] David Moore, Dep. Fire Marshall [ ] Mike Castanada, Fire Prevention Officer Hans Jensen, Sr. Civil Engineer RETURN TO CD DEPARTMENT ] Rob Blough Assoc. Traffic Engineer [ ] Victor Graves, Planner. CONTACT PLANNER: San Dieguito Water District [ ] Jessie Tench, Superintendent Parks & Beaches [ ] Lt. Al Eyer, Sheriffs Office (Encinitas) -- � p II _T• CLAe-"� U ACTION REQUESTED: [ 4 ;� [ ] INITIAL REVIEW [ ] ENTER APPLICABLE IN HTE PLANNING /2 [ ] RE- REVIEW, NOTE CHANGES ENTERED BY: kr . �r ' 4 17-1 DATE: ADDITIONAL COMMENT$ TO (CONTINUE COMMENTS ON BACK IF NECESSARY) LK/G: \PROJ -RUT (11/18/96) Project No. 97 -071 MIN /CDP Applicant: Horne Page 1 CITY OF ENCINITAS Project No. 97 -071 MIN /CDP Applicant: Horne APPLICANT SHALT. CONTACT THE CITY ENGINEERING REGARDING COMPLIANCE WITH THE FOLLOWING CONDITIONS: All City Codes, regulations, and policies in effect at the time of tentative map approval shall apply. Grading Conditions 1. The developer shall obtain a grading permit prior to the commencement of any clearing or grading of the site. 2. All newly created slopes within this project shall be no steeper than 2:1. Drainage Conditions 3. The developer shall pay the current local drainage area fee prior to approval of the final map for this project or shall construct drainage systems in conformance with the Master Drainage Plan and City of Encinitas Standards as required by the City Engineer. 4. Concentrated flows across driveways and /or sidewalks shall not be permitted. Street Conditions 5. A registered Civil Engineer or a licensed land surveyor shall provide a signed statement that: "The existing private roads of access to the project are within the easements for the benefit of the land division ". Project No. 97 -071 MIN /CDP Applicant: Horne Page 2 6. The developer shall make an offer of dedication to the City for all public streets and easements required by these conditions or shown on the SITE DEVELOPMENT PLAN. The offer shall be made PRIOR TO ISSUANCE OF ANY BUILDING PERMIT for this project. All land so offered shall be granted to the City free and clear of all liens and encumbrances and without cost to the City. Streets that are already public are not required to be rededicated. 7. An additional 11 feet of right -of -way shall be dedicated by the developer along the frontage based on a center line to right -of -way width of 62 feet and in conformance with City of Encinitas Standards. 8. Reciprocal access and maintenance and /or agreements shall be provided ensuring access to all parcels over private roads, drives or parking areas and maintenance thereof to the satisfaction of the City Engineer. 9. Prior to any work being performed in the public right -of -way, a right -of -way construction permit shall be obtained from the City Engineers office and appropriate fees paid, in addition to any other permits required. 10. The developer shall obtain the City Engineer's approval of the project improvement plans and enter into a secured agreement with the City for completion of said improvements prior to issuance of any building permit within this project. The improvements shall be constructed and accepted for maintenance by the City Council prior to occupancy of any building permit for any unit within the project. The improvements are: Portland Cement concrete Curb, Gutter and sidewalk, with the face of curb at 41 feet from the centerline of Encinitas Boulevard, and AC Pavement to complete the road section to the existing pavement. 11. Developer shall execute and record a covenant with the County Recorder agreeing not to oppose the formation of an N Project No. 97 -071 MIN /CDP Applicant: Horne Page 3 assessment district to fund the conversion and /or installation of underground utilities. 12. The design of all private streets and drainage systems shall be approved by the City Engineer prior to ISSUANCE OF ANY GRADING OR BUILDING PERMIT for this project. The structural section of all private streets shall conform to City of Encinitas Standards based on R -value tests. The standard improvement plan check deposit is required. T It, i l itioQ 13. The developer shall comply with all the rules, regulations and design requirements of the respective utility agencies regarding services to the project. 19. The developer shall be responsible for coordination with S.D.G. & E., Pacific Telephone, and Cable TV authorities. 15. All proposed utilities within the project shall be installed underground including existing utilities unless exempt by the Municipal Code. 16. The developer shall be responsible for the relocation and undergrounding of existing public utilities, as required. 17. The developer shall be responsible for the payment of Flood Control Impact Fees, Park Fees, and Traffic Impact Fees before the approval of the grading plan, or enter into a security agreement for the payment of such fees: For new residential dwelling unit(s), the applicant shall pay development fees at the established rate. Such fees may include, but not be limited to: Permit and Plan Checking Fees, School Fees, Water and Sewer Service Fees, Traffic Fees, Drainage Fees, and Park Fees. As required, arrangements to pay these fees shall be made: 1. Prior to building permit issuance. 3 Project No. 97 -071 MIN /CDP Applicant: Horne Page 4 For Traffic Fees, prior to issuance of occupancy certificate. a CITY OF ENCINITAS ADMINISTRATIVE APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT 505 South Vulcan Avenue Encinitas, CallfOmla 92024 (619) 633 -2722 q:4;r_UitMA91alli200 Application No. q % -o-7 Miy1cp2 Date of Application: 1 -3- 9 7 Community Area Or= APPLICATION TYPE (check all that apply) Finance # ❑ Administrative Design Review ............................ ............................... ❑ Certificate of Compliance .................................... ............................... ❑ Coastal Development Permit .............................. ............................... Exempt _ Regular permit Appeal Zone? Y _ N Cat. excluded _ CCC permit ❑ Environmental Submittal (EIA/Neg. Dec /EIR) .... ............................... ❑ Extension Request .............................................. ............................... ❑ Lot Line Adjustment ............................................ ............................... X Minor Use Permit ............................. ............................... ............ PZ97 -o �l . ❑ Minor Variance (reduction of setback by 20% or less) ...................... ❑ Sign ................................................................... ............................... ❑ Sign Program ...................................................... ............................... ❑ Tentative Parcel Map .......................................... ............................... ❑ Waiver of Side Yard Setback (Sec. 30.16.010810) .......................... ❑ Waiver of Standard Height Regulations (Section 30.16.010B) ......... Please complete the following: Code PZ Amount •/oa Total Paid: `/oo Project Name: (2etd 4x a .' �. Project Address: 902 tr w, /,os 13� Ez�,N�. /as q .2,'a -4APN: Between � And ns.,l Pz „(..-, (Street) (Street) Name: 4612'n-91 Tye A Phone: 7rn 7S3 •/0 39 (Last, First, Middle Initial or Firm Name) Address: 4oa a t2�i72 t2d Qa City 6 Mz State Zip 9.2a 1 y- Name: elm • z P/C4,41w Phone: no (Last, First, Middle Initial or Firm Name) Address: City. _State lw Zip CD/ddUrtbapt\CDAPP.DOC (9/5M5) ENGINEER / ARCHITECT Name: fr7cLA(sF Tom Phone: Toy -a 9ds- (Last, First, Middle Initial or Firm Name) Address: Pot3CL 1q0 City CAR, oil-- 13'1 -TNF - 3r A State C $_ zip 9aX7 "PLEASE ATTACH A DESCRIPTION OF THE PROPOSED USE / PROJECT TO THIS APPLICATION. Have you had a pre - application meeting? 9Yes 0 No If yes, name of planner. Has construction or use of the property for which this permit is requested started? If yes, explain: 0 Yes lzr�o I am able and intend to proceed with actual construction work andlor division of land in accordance with plans submitted herein within 3 months after approval. I acknowledge that an application for a tentative map or tentative parcel map is not deemed received pursuant to Government Code 65920 et seq. until environmental review is complete. All other application types are not deemed received until responses from interested agencies are received by the City. I understand that rf the project or any alternatives are located on a site which is included on any of the Hazardous Waste and Substances lists compiled by the Secretary for Environmental Protection pursuant to Section 65962.5 of the Government Code, then a Hazardous Waste and Substances Statement must be submitted with this application. (information that must be included in this statement can be obtained from the Community Development Department.) I further understand that all fees and deposits submitted with this application will be refunded only as provided for by the ordinances and regulations in effect at the time of the request. ice.. tee. y /0 44a,Yw 3114/ 4 7 Signature, Owner or Authorized Agent (Attach letter of authorization) Date !'RgfLCCS P i Cp Ur Please Print or Type Signator's Name Design Review TM/TPM APPLICATION SUPPLEMENT CITY OF ENCINITAS COMMUNITY DEVELOPMENT DEPARTMENT —Z—MUP /MIN Variance Other. Project Description. (Describe proposed project. Describe what you are requesting). oc.-/c e n9( "Cw1 13', 1'l C. d. e. f. 9• building sq. ft. j t z S, exterior material/co window material/cclor door material/color roof material/color Landscaping Percentage Standards: garage sq. ft. DENSITY CODE REQUIREMENTS PROJECT Density Range Mid -Range Net lot area Lot Width Cul-de -sac lot width Panhandle lot width Lot Depth Front Yard Setback Interior Side Yard Setback Exterior Side Yard Setback Rear Yard Setback Lot Coverage Building Height Off - Street Parking FAR Community Area O l d E., . , . a-., .s General Plan Designation No Thomas Bros Pg 2ue-�) lzcs - I State Coastal Zone? U Yes ❑ No Number of Proposed Residential Units: Attached Detached Number of Lots Related Case ?: Acres: Gross Net ❑ Yes ❑ No If yes, provide previous Case No. 2. Existing Conditions. (Describe the existing conditions of the site: i.e., topography, road /alley conditions, access, vegetation, structures, fencing, lot size, drainage and the like). r .70-x." A�d, -) - 44/ ,d0A/I.r 4. 3. Surrounding Conditions. ( Descnbe the surrounding conditions: i.e., existing structures and relationship to project, # of units, lot sizes, vehicular access, topography, use type and the like). 0 the �bapt\SUPPLMNT. UDC (915195) General PI Subject Parcel: North: South: East: West: Zoning Existing Desianation Use 4. Project/parcel history. (Describe any past actions taken on this site or project or any other actions taken on development of the site.) '5. Project Design. (Describe the design of the project and how it relates to the subject property and adjacent properties and uses). 7t ):L GG .fie. C , am '6. View Preservation. (Describe what views are being maintained on adjacent properties and those that may be impacted by this project.) fi N� NOTE: Items with an asterisk may not be appropriate for all applications. If you have questions regarding applicability to your project, please discuss with Planning Department staff. Please Print or Type Signator's Name COMMUNITY DEVELOPMENT DEPARTMENT CITY OF ENCINITAS 505 South Vulcan Avenue Encinitas, California 92024 (619) 633 -2722 EVIDENCE OF LEGAL PARCEL Applicant's Name rPArVCds P {Op -rj6 Telephone 7Y3 u033 Mailing Address 4o,) E„ nA;b)s 6L City Eft)C N[T »s - State" �.rq Zip 910.1 F You are required to supply documentation that this property constitutes a legal parcel before the City can accept for filing any discretionary permits. This form and associated evidence will be reviewed by the Community Development Department upon submittal of your application. A request for a Certificate of Compliance must be filed concurrently with or in advance of this application if the evidence presented is insufficient to determine this parcel as being a legal lot or determination will require substantial time to research. If determined that the property is not a legal lot, no permit or other approval may be granted until corrective action has been completed. Fees and deposits submitted with this application will be refunded only as provided for by the ordinances and regulations in effect at the time of the request. :.. 2 E�l Page 131 Parcel z0� J L u, , P/Jpv� 3--) 7- 9 y Signature of Applicant Date MIM.-AAAAPTl FGPARc. narmis1am CITY OF ENCINITAS DISCLOSURE STATEMENT APPLICANTS STATEMENT OF DISCLOSURE OF CERTAIN OWNERSHIP INTERESTS ON ALL APPLICATIONS WHICH WILL REQUIRE DISCRETIONARY ACTION ON THE PART OF THE CITY COUNCIL, PLANNING COMMISSION, AND ALL OTHER OFFICIAL BODIES. The following information must be disclosed: List the names of all persons having a financial interest in the application. Jlza Pli4f1 � List the names of all persons having any ownership interest in the property involved. 2. If any person identified pursuant to (1) above is a corporation or partnership, list the names of all individuals owning more than 10% of the shares in the corporation or owning any partnership interest in the partnership. 3. If any person identified pursuant to (1) above is a non -profit organization or a trust, list the names of any person serving as director of the non -profit organization as trustee or beneficiary or trustor of the trust. 4. Have you had more that $250 worth of business transacted with any ,member of City staff, Boards, Commissions, Committees, and Council within the past twelve months? El Yes U' No If yes. please indicate person(s). PERSON is defined as: "Any individual, firm, copartnership, joint venture, association, social club, fraternal organization, corporation, estate, trust, receiver, syndicate, this and any other county, city and county, city, municipality, district or other political subdivision, or any group or combination acting as a unit." (NOTE. Attach additional pages as necessary.) t' P 4x t n Signature of Applicant Date CDlddr11:1BAPTDIS CLOS E. DOC(6f4/96) CITY OF ENCINITAS PROJECT SUMMARY PROPOSED USE A[ PICUCTVQWL ¢nwv -s'Pc- CASE# 97 -071 ruv1cc,- OWNERJAPPLICANT f ' A6f`a DATE RECD `/ - 3 - 2 7 ENGINEER HEARING DATE GENERAL PLAN DESIGNATION ZONING REGULATION: ACRES NO. OF LOTS NO. OF DWELLING UNITS CHECK SCHOOL DISTRICT(S): NORTH _ CARDIFF ELEMENTARY _ ENCINITAS UNION ELEMENTARY _ SAN OIEGUITO UNION HIGH SEWER DISTRICT SCALE - I'= WATER DISTRICT ASSESSOR BOOK 256) PAGE rjl PARCEL Z& All e., s n i (D� sao_ <2 • y wo. Li. E) -_ 7 rJ Div.. r ao CITY OF ENCINITAS PROJECT SUMMARY PROPOSED USE A[ PICUCTVQWL ¢nwv -s'Pc- CASE# 97 -071 ruv1cc,- OWNERJAPPLICANT f ' A6f`a DATE RECD `/ - 3 - 2 7 ENGINEER HEARING DATE GENERAL PLAN DESIGNATION ZONING REGULATION: ACRES NO. OF LOTS NO. OF DWELLING UNITS CHECK SCHOOL DISTRICT(S): NORTH _ CARDIFF ELEMENTARY _ ENCINITAS UNION ELEMENTARY _ SAN OIEGUITO UNION HIGH SEWER DISTRICT SCALE - I'= WATER DISTRICT ASSESSOR BOOK 256) PAGE rjl PARCEL Z& CERTIFICATION OF POSTING I certify that the "Notice of Permit Application" has been posted at a conspicuous location on the site on �-/ `/ 4% (date) ninepA, P I`i92MI� _ Signature PcA y G3 0 Rol2.rvi PRINT NAME CASE NUMBER: X17 -0 -7 ( r�-'r01(f LOCATION: :57O Z �n c - %7/ _ RETURN T0: Planner) CITY OF ENCINITAS COMMUNITY DEVELOPMENT DEPARTMENT Planning Division 505 South Vulcan Avenue Encinitas, CA 92024 (619) 633 -2722 Ma4tk A 7,1967 •� A.•e�.Qel. .�. �o a� #XWAA-1 OW ZiAl 1 a J.Rp- A�..a ,,,.�� ,1,.� g: � - s •co Pm yn�,d�- �� -A4uad O"Cadr, Q,,, too. am •� 3.'0 u Prn kv*dd to Crizder� Q.rr�a��►/� orra ��w14t. n.S�iQna wbuCd �Ca Q xAuw t no -d" &L�. �uw+c� i �rarv2d Sg, r„ adt, Zee .cue, zv,s d ..4.e. 3O � AAaou -c, c Q itcua /a5 Gc7n �wi r �4�c�»YL " Uc..Cacl°p1 ",/ ,ci�g2tcuGUVUi ,,�w 70�P.t� 4�.e� a2��yU�Q f' �a nswa�..P.aaa.orx a.2, d 0-4 -cu � �� _I� 44'e /tue �en w LAX J � �enwa�„� 0 or+ui oil uUU cl.. b A- tv- e at Oa�laa.eT»ze.� �qw � .�e.�, ,w�a,G -P.a� �o ,a.�.P¢� �CZroja.�•.�y - Q- ec�.`� .�°• zlce a,,d .D de n > 4z"Utu--) ,3 IQ I C:aw... ar� / b 6". 9a -f3 n 0� 4e1 5z �.uw 3 taw "e"4, "8 3 �04 �crxe� l� cf a, i�a ?�. (a. Y o37 32 a 2b#a Aire A�, --24 &� ?W007 JA " ku a� 4! 1(p,nc � & �p �Csoa.�R° Jdod a Ya, iYtai w lYla - • , /�Ia J 1Y 40ar.�.1., Co 31 o�+m�mi �1 - ate, /&XIZ 9- Zo7,f- k4 ,,.t, I'AXIC,L `' dA�L s c ,�ad,V. &. F �. Sao a S , c��to.,,eia. /�owk -- 90a �oy�c.,,,,,to•.. (3Q. (Oihk.�•,ts+� CA,. Q.1o2� 0 L a a. +�,ri,Q„ t4, • inG ,,ate &, 9J20 ;LV /.2.6 �ec -�,-, a.,, �D, • CP.nevru�.cw.� �a.9a -°•2 -f fa,t,iCt:a- R a r ,.n� 144 r 4- 581 lL* ° L. ctt4 Qs1 �rnC„nataa� 9.702 a 3 0 -J,, , &,. 9,2o a Se ao s oo""i . ce",. .5-.3.n 1.3 a 3° o -4& gar a. ,%2101 I !S U%w•Xa- A.owQ� o[i., . � il+ct�u� -a+• � Q,]p•2%C qlo 7 -07 -1998 3:25PM FROM -AN DIEGUITO ENGIN 760 943 8236 P.2 .O CHICAGO TITLE COMPANY PRELIMINARY REPORT Reference: GREENHOUSE NURSERY Dated as of: May 29, 1998 at 7:30 AM Order No.: 8351236 - U50 CHICAGO TITLE COMPANY hereby reports that it is prepared to issue, or cause to be issued as of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or Interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception in Schedule 8 or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said Policy forms. The printed Exceptions and Exclusions from the coverage of said Policy or Policies are set forth in the attached list. Copies of the Policy forms are available upon request Please read the exceptions shown or referred to in Schedule B and the exceptions and exclusions set forth In the attached fist of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all Ilans. defects, and encumbrances affecting title to the land. THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS HERETO) IS ISSUED SOLELY FOR THE PURPOSE OF FACILITATING THE ISSUANCE OF A POLICY OF TITLE INSURANCE AND NO LIABILITY IS ASSUMED HEREBY. IF IT IS DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF A POLICY OF TITLE INSURANCE, A BINDER OR COMMITMENT SHOULD BE REQUESTED. The form of policy of title insurance contemplated by this report is. CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY Title Department. CHICAGO TITLE COMPANY 925 "B" STREET SAN DIEGO. CA 92101 (619)239-6081 fax: (619)544-6279 TOM VOTEL TL.E OFFICER 0 0 PFP - 09 /N /97bk �� V 1 L 7 -07 -1998 3:26PM FROM 'AN DIEGUITO ENGIN 760 943 823P P.3 SCHEDULE A Ynur 1.... GREEN"jiOUSE NURSERY 1. The estate or interest in the land hereinafter described or referred to covered by this report is: A FEE 2. Title to said estate or interest at the date hereof is vested in: FRANCES M. HORNE, A WIDOW 3_ The land referred to in this report is situated in the State of California. County of SAN DIEGO and is described as follows: SEE ATTACHED DESCRIPTION /9/N 7 -07 -1998 3:26PM FROM 'N DIEGUITO ENGIN 760 943 823E 0 Order No: 8351236 -U50 1 DESCRIPTION ALL OF THE NORTH HALF OF THE SOUTH HALF GF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF =VCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF, TOGETHER WITH THAT PORTION OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14, LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT A 5/8 INCH IRON PIN MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, AS SAID IRON PIN IS SHOWN ON RECORD OF SURVEY NO. 4922, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, ON MARCH 13, 1959; THENCE SOUTH 1 034'13" WEST, ALONG THE WEST LINE OF SAID SECTION 922.27 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88 °24'41" EAST, 657.90 FEET, MORE OR LESS, TO THE EAST LINE OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14. EXCEPTING THEREFROM THAT PORTION LYING WITHIN THE EASTERLY 50.00 FEET OF THAT PORTION OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 14 LYING NORTHERLY OF THE SOUTH 40.50 FEET THEREOF. ALSO EXCEPTING THEREFROM THAT PORTION LYING WITHIN A STRIP OF LAND 102 FEET WIDE, 51 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE: BEGINNING AT A POINT ON THE WEST LINE OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, DISTANT THEREON SOUTH 01 034'13" WEST, 1160.24 FEET FROM THE NORTHWEST CORNER OF SAID SECTION 14, SAID POINT HAVING COORDINATES N- 321,949.11 AND E- 1,686,903.13 OF THE CALIFORNIA COORDINATE SYSTEM GRID ZONE 6; THENCE SOUTH 25 007'59" EAST, 339.46 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 800 FEET; THENCE SOUTHEASTERLY, EASTERLY AND NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 92.08'14 ", A DISTANCE OF 1286.48 FEET; THENCE TANGENT TO SAID CURVE NORTH 62 943'48" EAST, 313.32 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 800 FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 30 026'56" A DISTANCE OF 425.15 FEET; THENCE TANGENT TO SAID CURVE SOUTH 86 °49'16" EAST, 3342.85 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, DISTANT THEREON SOUTH 00050'26" WEST, 1686.15 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 14. SAID POINT HAS COORDINATES N- 321,316.35 AND E- 1,692,165.22 OF SAID CALIFORNIA COORDINATE SYSTEM GRID ZONE 6. ALSO EXCEPTING THEREFROM ONE -HALF OF ANY MINERALS AND /OR OIL WHICH MAY BE MINED AS RESERVED IN DEED RECORDED OCTOBER 14, 1.940 IN BOOK 1079, PAGE 213 OF OFFICIAL RECORDS. }3j�tL +- 7 -07 -1998 3:27PM FROM qAN DIEGUITO ENGIN 760 943 822 P.5 SCHEDULE B Pagc 1 V, ,n, -rf- =77.NHOUS£ NURSERY Ur"41 rvo: as,i,Jo �1. At the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions in the policy form designated on the face page of this Report would be as follows: i B 1. PROPERTY TAXES, INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES, TO HE LEVIED FOR THE FISCAL YEAR 1998 -99 THAT ARE A LIEN NOT YET DUE. 2- PROPERTY TAXES, INCLUDING ANY PERSONAL PROPERTY TAXES AND ANY ASSESSMENTS COLLECTED WITH TAXES, FOR THE FISCAL YEAR 1997 -1998 1ST INSTALLMENT: 2ND INSTALLMENT: PENALTY AND COST= HOMEOWNERS EXEMPTION= CODE AREA: ASSESSMENT NO: $525.36 (PAID) $52 -53 $525.36 (DUE AFTER APRIL 10) $NONE 19079 259- 131 -28 -00 3. THE LIEN OF SUPPLEMENTAL OR ESCAPED ASSESSMENTS OF PROPERTY TAXES, IF ANY, MAD£ PURSL -ANT TO THE PROVISIONS OF PART 0.5, CHAPTER 3.5 OR PART 2, CHAPTER 3, ARTICLES 3 AND 4 RESPECTIVELY (COMMENCING WITH SECTION 75} OF THE REVENUE AND TAXATION CODE OF THE STATE OF CALIFORNIA AS A RESULT OF THE TRANSFER OF TITLE TO THE VESTEE NAMED IN SCHEDULE A; OR AS A RESULT OF CHANGES IN OWNERSHIP OR NEW CONSTRUCTION OCCURRING PRIOR TO DATE OF POLICY. n 4. SUPPLEMENTAL OR ESCAPED TAXES FOR THE FISCAL YEAR 1997 -1998, ASSESSED PURSUANT TO THE PROVISIONS OF CHAPTER 3.5 (COMMENCING WITH SECTION 75) OF THE REVENUE AND TAXATION CODE OF THE STATE OF CALIFORNIA. 1ST INSTALLMENT: 2ND INSTALLMENT= CODE AREA: ASSESSMENT NO.: $39.36 (PAID) $39.36 (PAID) 19079 879- 420 -61-37 L 5. SUPPLEMENTAL OR ESCAPED TAXES FOR THr FISCAL YEAR 1997 -1998 ASSESSED PURSUANT TO THE PROVISIONS OF CHAPTER 3.5 (COMMENCING WITH SECTION 75) OF THE REVENUE AND TAXATION CODE OF THE STATE OF CALIFORNIA. lop�re7� 1ST INSTALLMENT: PENALTY: DELINQUENT: 2ND INSTALLMENT: PENALTY: DELINQUENT: CODE AREA: ASSESSMENT NO.: $143 -15 $14.31 JUNE 30, 1998 $143.15 $24.31 NOVEMBER 2, 1998 19079 879- 459 -86 -87 7 -07 -1998 3:27PM FROM IN DIEGUITO ENGIN 760 943 823E P.6 SCHEDULE B Fagc 2 (continued) .�,. Your R.' GREENHOUSE NURSERY p 6. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: FRANCES J. FARRAR PURPOSE: AN EASEMENT FOR RIGHT OF WAY RECORDED: APRIL 23, 1.913 IN BOOK 603, PAGE 376 OF DEEDS AFFECTS: THE WEST 20 FEET 7. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO; SAN DIEGO CONSOLIDATED GAS a ELECTRIC COMPANY, A CORPORATION PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED: NOVEMBER 26, 1929 IN BOOK 1703, PAGE 369 OF DEEDS AFFECTS: THE EAST TWO FEET OF THE WEST NINETEEN FEET OF SAID PROPERTY H 8. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO; SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED: SEPTEMBER 3, 1930 IN SOCK 1816, PAGE 126 OF DEEDS AFFECTS; TH'n ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. Z 9, AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED: JANUARY 19, 1937 IN BOOK 610, PAGE 190 OF OFFICIAL RECORDS AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND I5 MORE FULLY DESCRIBED IN SAID DOCUMENT- s 10. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT PURPOSE: ROAD AND LIGHT AND POWER LINE, AND FOR PIPELINES AS DISCLOSED AND INCIDENTAL PURPOSES RECORDED: FEBRUARY 2, 1937 IN BOOK 613, PAGE 300 OF OFFICIAL RECORDS AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND 7 -07 -1998 3:27PM FROM -AN DIEGUITO ENGIN 760 943 823P P.7 SCHEDULE B rags 3 (continued) Or= No: 8351236 U50 Your i'... GREENHOUSE NURSERY IS MORE FULLY DESCRIBED IN SAID DOCUMENT. AC SAID INSTRUMENT ADDITIONALLY CONTAINS THE PRIVILEGE AND RIGHT TO EXTEND DRAINAGE STRUCTURES AND EXCAVATION AND M.MANKMENI' SLOPES BEYOND THE LIMITS OF THE ABOVE DESCRIBED RIGHT OF WAY WHERE REQUIRED FOR THE CONSTRUCTION AND MAINTENANCE :"HEREOF. K 11. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGUITO IRRIGATION DISTRICT PURPOSE: PIPE LINES RECORDED: JUNE 7, 1937 IN BOOK 660, PAGE 181 OF OFFICIAL RECORDS AFFECTS: THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF RECORD. L 12. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: EARL C. MCNAMRRA AND LAYELLA C- MCNAA']ARA, HUSBAND AND WIFE, AS JOINT TENANTS PURPOSE: ROAD AND INCIDENTAL PURPOSES RECORDED: APRIL 7, 1947 IN BOOK 2365, PAGE 484 OF OFFICIAL RECORDS AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. rl 13. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED: JANUARY 28, 1953 IN BOOK 4279, PAGE 560 OF OFFICIAL RECORDS AFFECTS: THE EASTERLY 6.0 FEET u 14. A BOUNDARY DISCREPANCIES OR RIGHTS WHICH MAY EXIST OR ARISE BY REASON OF RECORD OF SURVEY NOS. 4922, 8347 AND 11718, FILED MARCH 17, 1959, APRIL 26, 1979, AND JULY 28, 1988, RESPECTIVELY, WHICH PURPORT TO SET OUT PORTIONS OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST. 0 15. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY 7 -07 -1998 3 :28PM FROM -`N DIEGUITO ENGIN 760 943 8236 P.8 z R s SCHEDULE B Pagc 4 (continued) 1- "1 Your Rtl: GREENHOUSE NURSERY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDED: DECEMBER 20, 1961 AS FILE NO. 219790 OF OFFICIAL RECORDS AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. 16. AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT GRANTED TO: ANTHONY ANDRADE, ET AL PURPOSE: ROAD AND INCIDENTAL PURPOSES RECORDED: MARCH 17, 1967 AS FILE NO. 36614 AND 36616 80TH OF OFFICIAL RECORDS AFFECTS: THE WEST 20 FEET 17, THE LIEN OF ANY FEDERAL ESTATE TAX BY REASON OF THE DEATH OF THE DECEDENT NAMED BELOW WHO WAS A FORMER OWNER OF SAID LAND DECEDENT: JAMES EARLE HORNE 18. ANY LIEN FOR CALIFORNIA ESTATE TAX PAYABLE BY REASON OF THE DEATH OF JAMES EARLE HORNS_ 19. A DOCUMENT ENTITLED ,MEMORpuNDUM OF PURCHASE AND LEASE AGREEMENT; OPTION TO PURCHASE REAL PROPERTY; AND COVENANT NOT TO ENCUMBER REAL PROPERTY ", DATED APRIL 11, 1997 EXECUTED BY FRANCES P. HORNE, AS LESSOR AND SELLER, IN FAVOR OF JOSE P. CORDOVA AND MARTHA CORDOVA, HUSBAND AND WIFE, AS JOINT TENANTS, AS LESSEE AND PURCHASER, SUBJECT TO ALL THE TERMS, PROVISIONS AND CONDITIONS THEREIN CONTAINED, RECORDED MAY 1, 1997 AS FILE NO. 1997- 0204156 OF OFFICIAL RECORDS. r 20. AN UNRECORDED LEASE AFFECTING THE PREMISES HEREIN DESCRIBED, EXECUTED BY AND BETWEEN THE PARTIES HEREIN NAMED, WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH THEREIN LESSOR: FRANCES P. HORNE LESSEE: JOSE P. CORDOVA AND MARTHA CORDOVA, HUSBAND AND WIFE, AS JOINT TENANTS DISCLOSED BY: MEMORANDUM OF PURCHASE AND LEASE AGREEMENT; OPTION TO PURCHASE REAL PROPERTY; AND COVENANT NOT TO ENCUMBER REAL PROPERTY RECORDED: MAY 1, 1997 AS FILE NO. 1997 - 0204156 OF OFFICIAL RECORDS u THE PRESENT OWNERSHIP OF THE LEASEHOLD CREATED BY SAID LEASE AND OTHER MATTERS AFFECTING THE IN'T'EREST OF THE LESSEE ARE NOT SHOWN HEREIN. 7 -07 -1998 3:28PM FRa' SAN DIEGUITO ENGIN 760 943 82?" P -9 Page S -AJ_- of c', 14 TTgn SCHEDULE B (continued) You: , =f: GREENHOUSE NURSERY v 21. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL AMOUNT SHOWN BELOW AMOUNT: $65,000 -00 DATED: JUNE 12, 1997 TRUSTOR: FRANCES P. HORNE, AN UNMARRIED PERSON, WHO ACQUIRED TITLE AS FRANCES M. HORNS TRUSTEE: EQUITABLE DEED COMPANY BENEFICIARY: BANK OF AMERICA NT &SA, <'ANABA RECORDED: JUNE 13, 1997 AS FILE NO, 1997 - 0277715 OF OFFICIAL RECORDS ORIGINAL LOAN NUMBER: 02500196586916998 w AN AGREEMENT TO MODIFY THE TERMS AND PROVISIONS OF SAID DEED OF TRUST AS THEREIN PROVIDED EXECUTED BY: FRANCES P. HORNE, AN UNMARRIED PERSON RECORDED: FEBRUARY 20, 1998 AS FILE NO. 1998- 0087779 OF OFFICIAL RECORDS x AN AGREEMENT WHICH STATES THAT THIS INSTRUMENT WAS SUBORDINATED TO: DEED OF TRUST RECORDED.- APRIL 6, 1998 AS DOCUMENT NO- 1998- 0191700 OF OFFICIAL RECORDS BY AGREEMENT RECORDED: APRIL 6, 1998 AS FILE N0. 1998- 0191699 OF OFFICIAL RECORDS y 22. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL AMOUNT SHOWN BELOW AMOUNT: DATED: TRUSTOR: TRUSTEE: BENEFICIARY: RECORDED, ORIGINAL LOAN NUMBER: END OF SCHEDULE S $64,137.53 APRIL 1, 1998 FRANCES M- HORNE, AN UNMARRIED PERSON, WHO ACQUIRED TITLE AS FRANCES P. HORNE EQUITABLE DEED COMPANY BANK OF AMERICA NT &SA, A NATIONAL BANKING ASSOCIATION APRIL 6, 1998 AS FILE NO- 1998 - 0191700 OF OFFICIAL RECORDS 00500515237609001 7 -07 -1998 3:29PM FROM - ^N DIEGUITO ENGIN 760 943 823E P.10 SCHEDULE B Page 6 (continued) .'_. '. '..A Your RL.. GREENHOUSE NURSERY AA NOTE: IF THIS COMPANY IS REQUESTED TO DISBURSE FUNDS IN CONNECTION WITH THIS TRANSACTION, CHAPTER 598, STATUTES OF 1989 MANDATES HOLD PERIODS FOR CHECKS DEPOSITED TO ESCROW OR SUB- ESCROW ACCOUNTS. THE MANDATORY HOLD PERIOD FOR CASHIER'S CHECKS, CERTIFIED CHECKS AND TELLER'S CHECKS IS ONE BUSINESS DAY AFTER THE DAY DEPOSITED. OTHER CHECKS REQUIRE A HOLD PERIOD FROM THREE TO SEVEN BUSINESS DAYS AFTER THE DAY DEPOSITED. NOTE: ANY FUNDING WIRES TO CHICAGO TITLE COMPANY ARE TO BE DIRECTED AS FOLLOWS: BANK OF AMERICA 1850 GATEWAY BOULEVARD CONCORD, CALIFORNIA ABA 121 - 000358 CREDIT TO CHICAGO TITLE SUB- ESCROW DEPOSITORY ACCOUNT NO. 12359 -50752 FURTHER CREDIT TO ORDER N0: 008351236 ATTN: TOM VOTEL TITLE OFFICER AB JTF ^2 O ZI ii t,oAt N�! 8 , )u i 8 15 AC 0 V �.. 6V.. 51 Lot %•�4 .. .. .... .. ... A J1 �.S. S' I 1 •ff'lJ'1 (ie J :)fix 1 )1 Sflrl MS Wr rKpIY1101U• aea.aaf (•At 'O..NfM1 * S �tl4S •'Y j M51 M1' �}•lI 1MI WCl \I MI' x}•11 IMI WCl !LNfldf 01 11 -, i161ArvKIi :5. P.m.) ow, fss(iw.S •Kr It ISO It It • A's t N I O O lIK Il � 1 50 i a! S.AA AC 1D 'O 1,0011094 ; saAAC �.. 6V.. 51 Lot %•�4 .. .. .... .. ... A J1 �.S. S' I 1 •ff'lJ'1 (ie J :)fix 1 )1 Sflrl MS Wr rKpIY1101U• aea.aaf (•At 'O..NfM1 * S �tl4S •'Y j M51 M1' �}•lI 1MI WCl \I MI' x}•11 IMI WCl !LNfldf 01 11 -, i161ArvKIi :5. P.m.) ow, fss(iw.S •Kr It ISO It It • A's t N I O O lIK Il � 1 259 -1 SHT 2Of2 IDo t nz •a•� 11 1,0011094 ; saAAC �.a Ol11JAC III ' � a i 19 LILY �Ir Y 0 �1 ` r t6 69 r• 257_ a0 Snr �• • O AC •'�� Y • �� 0.50 4C 0 it v 259 -1 SHT 2Of2 IDo SEC la - i13$ -R41 - POR NM 1 4 t S 3W ROS 8347,9546,117.8,146?7 J . m J • I W N A 0 Z 0 C O Z G) Z m wW < OD :g N s W a T) a� ta_ olio 3 e 5a- e$i y n u , N//•N'L'IY 1,0011094 ; saAAC �.a ' FAIL t PA% ] ; W!,'• LILY µ,ms 0 •'�� • �� 0.50 4C v I/w w 4 !.n 4 al © • M p` P,4 "'55 r V \ X11 A , LL.0 { F . Fai9 OIEP • � SEC la - i13$ -R41 - POR NM 1 4 t S 3W ROS 8347,9546,117.8,146?7 J . m J • I W N A 0 Z 0 C O Z G) Z m wW < OD :g N s W a T) a� ta_ olio 3 e 5a- e$i y n u �RINCEHOUSE fuul I 0 I DRAINAGE INLET 5 LPROPER e LIN Q z BLVD. f d 3 1 V. pmeo PARKING FOR 30 CARS, PLUS TRUCK DROP —OFF DELIVERY APPROXIMATELY 15.000sf I Pf i ELEV. +3 a` I G 1 EA 6'x20' o, LES A o \ y o W, F5F 9bo OUTDOOR SALES AREA APPROXIMATELY 18,000E Coco 1 , L / / L� L, L ELEV. +6 �I EL + _'PROPERTY. LINE .; Recording Requeste y: ) City of Encinitas ) Q D O DM When Recorded Mail to: ) City Clerk ) MAY 2 T � City of Encinitas 505 South Vulcan Avenue ) Encinitas, CA 92024 ) ENCITj O OF F ENCINITA'S FOR THE BENEFIT OF THE CITY ) )SPACE ABOVE FOR RECORDER'S USE ONLY GRANT DEED FOR CITY HIGHWAY Assessor's Parcel No. 259- 131 -28 Project No.: 97 -071 MIN W.O. No.: 5354 IR hereinafter called GRANTOR(S), do(es) hereby grant, convey and dedicate in fee title to the CITY OF ENCINITAS, State of California, hereinafter called GRANTEE, the right of way and incidents thereto for a public highway upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, grant.hwy 2 -09 -98 bak The Grantor, for himself, his successors and assigns, hereby waives any claim for any and all damages to Grantor's remaining property contiguous to the right -of -way hereby conveyed by reason of the location, construction, landscaping or maintenance of said highway. Dated this 1,6.6 day of 19� OWNER: Signature of Owners to be notarized. Attach the appropriate acknowledgments. I certify on behalf of the City Council of the City of Encinitas, pursuant to authority conferred by Resolution of said Council adopted on November 9, 1994 that the City of Encinitas consents to the making of the foregoing Right -of -Way Dedication and consents to recordation thereof by its duly authorized officer. Date: M Alan D. Archibald Director of Engineering Services City of Encinitas grant.hwy 2 -09 -98 bak 2 CALiFORN1A ALL - PURPOSE ACKNOWLEDGMENT State of County of �.4 �// I On - before me, �Zi- Z- DAIrE , NAME. TITLE OF OFFICER - E.G., 'JANE DOE, NOTARY PUSUC- personally appeared ff'!/,, C{ Jr jd'%Ne No iX,- NAME(S) OF SIGNERS) personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(a) is /afe subscribed to the within instrument and ac- knowledged to me that hefshe /they executed the same in h+sther /their authorized capacity(iGo, and that by his/her /9:te 4 CORNELIA A. ELLISOR signature(s} on the instrument the person(a}, Commission #1114522 Z Notary PuoiIc- California or the entity upon behalf of which the San Diego County personFs) acted, executed the instrument. W Comm rpires Dec 27, = WITNE S my hand and official seal. SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR EN rrY(IES) DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION -8236 Remmet Ave., P.O. Box 7184 -Canoga Park. CA 91309 -7184 SUBORDINATION WHEREAS, those parties concerned, desire to have the Deed of Trust recorded as File /Page No. subordinated to Easement for Access ( "DOCUMENT" hereinafter); Now, therefore, for valuable consideration, the receipt of which is hereby acknowledged, the undersigned BENEFICIARY or TRUSTEE hereby waives the priority of said Deed of Trust in favor of said DOCUMENT to the same extent as if said DOCUMENT had been executed prior to said Deed of Trust. DATED DATED BENEFICIARY OR TRUSTEE By: Title: BENEFICIARY OR TRUSTEE By: Title: Signature of BENEFICIARY or TRUSTEE must be notarized. Attach the appropriate acknowledgement. I certify on behalf of the city Council of the City of Encinitas, pursuant to authority conferred by Resolution No. 94 -107 of said Council adopted on November 9, 1994 that the City of Encinitas consents to the making of the foregoing Subordination Agreement, and consents to recordation thereof by its duly authorized officer. Date By Alan D. Archibald Director of Engineering Services City of Encinitas cov4798 3 MARCH 12, 1998 SDE 4409 EXHIBIT "A" LEGAL DESCRIPTION STREET DEDICATION PERMIT NO. 53541 DCD -97-57 THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF, SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY THEREOF, DESCRIBED IN DEED TO JAMES EARL HORNE, TRUSTEE, ET AL, RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY APRIL 5, 1993 AS DOC # 1993 - 0207591 OF OFFICIAL RECORDS LYING WITHIN A STRIP OF LAND, 62.00 FEET IN WIDTH, THE SOUTHWESTERLY LINE OF SAID STRIP OF LAND BEING THE CENTERLINE OF ENCINITAS BOULEVARD ACCORDING TO ROAD SURVEY NO. 458-66 APPROVED DECEMBER 18, 1967, A COPY OF WHICH IS ON FILE AT THE OFFICE OF THE CITY ENGINEER'S OFFICE OF THE CITY OF ENCINITAS. SAND r` 'EGF CAi�f� FILE: L: \1DATA\ SURVEYS \4409SURV\4409DEDICATION.WPD RIGHT OF WAY DEDICATION PLAT EXHIBIT A SCALE I' = 100' NOO.4 '51 "E BEARINGS SHOWN HEREON 201'58 WERE COMPUTED FROM DATA ♦ INDICATES FOUND STND. SHOWN ON ROS MAP 8347 WELL MONUMENT PER USING ROS MAP 12444 AS RS 458 -66. A BASIS OF BEARINGS. N M ul !n O N ,I 1C7 SEa \,AND SUS` ^7 1 v��aNL.M�F�F� °A APN 259 - 131 -28 Li �7 o ° ,`' �, 4 w �lFOF CAO v z o `-) o z _ z 0 = 01'02'09" z PROPOSED WIDE RIGHT -OF -WAY R = 851.00' DEDICATION L = 15.38' _09 NZk2286 a ►s JO X66 1 NOO'50'55 "E 127.23' lit �y �6 tp O 00 VZ. \\ SAN DIEGUITO ENGINEERING,INC. 65 136 1 0 4407 MANCHESTER. SUITE 105 10 ENCINITAS, CA 92024 PHONE (760) 753 -5523 � Q'D4Q �J J CIVIL ENGINEERING • PLANNING LAND SURVEYING DEDPLAT.DWG, SCALE: 1 100', DATE 03 -11 -98 SDE 4409 'Y �Jo ` i-korv, 16 YY1ay anrc j qwz a 30 199c, J, p 144, - ., t q64, p l..o� av .,, 7 .7' a- aLn..a4n..� ;CAA, '44 a� ca. STATE OF CORNEUA A. ELLI4_5 COmmialon w 1 114522 y' NOtay PUbliC - COlitOmib Smn DieW County - NMCotrrrt E�Yes DecD, 2000 J",L LGca to /4►MJ .V CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT t' h State of OIL fo till / t- County of C) On M�q 4, (qq iJ before me Date personally appeared ((5clE A-•cok"i c okq R) L (n' \n Na1m` /e aM Title or Officer le. g.'Jabe Doe, Notary Pudic') ❑ personally known to me - OR - *Oved to me on the basis of satisfactory evidence to be the person(e)- whose name(aj is /are-subscribed to the within instrument and acknowledged to me that he /sheabey'executed the same in his /hef /iheir authorized capacityks), and that by his /ben4heir signaturekst on the instrument the person(e)-' _ rCSUEA.COTHRAN or the entity upon behalf of which the person(sracted, t cOMM ♦1066569 executed the instrument. Not ON PrbllG — Comforl omm EGOCOUMV WITNESS y hand and official seal. My Gomm Expires APR U•19iV Signature of Notary Public OPTIONAL Though the information below is not required by law. it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: L- & L `tai LCIF MrLN I , , Document Date: NrL 3 a ,, (7 °Ids Number of Pages: �L Signer(s) Other Than Named Above: I"" �• CCU�l:�� Capacity(ies) Claimed by Signer(s) Signer's Name: ,T r5G f 640 Wk i&k L"ividual ❑ Corporate Officer Title(s): Partner —❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Imm Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Signer's Name: ❑ Individual u Corporate Officer Title(s): Partner — Limited General Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing RIGHT THUMBPRINT OF SIGNER 0 1996 Nab l Notary Asmcleton • 8235 Reromet Ave., P.O. Boa 7191 • Canop Palk, CA 91309 -7181 Prod. No. 5907 Reortler: Call To14Free 1-000.8764927 1�At10NO MKJaeiTD 9' • ae�r a�uaaD uaa tw oa,tp nn inane o t trw Ewa �m raa TaT aTATuana M Meats MR. ARa PSI. JAMBS X. MDBNB� eon�ra "I melatta. Blvd. gM19 taalaitaa. CA 9IDI4 Stan a � n.o.LN.i3� 7l- i`•• -w• 6446 -3 a i2e 5gAPR 1993 08 *00�All i SNN mm cm amws V11 NKM Em, MIn am uf, 5.00 FBI 21.01 Al 5,00 K fit L00 11 10.10 VMX Mott rr" LINK ION FMOM VBB son - T1.TTLMa GROW ONLY and u Tat u,ierdped dattA dtr om donmommuR mvia ut is S ......... .... ... ... . L auagaed M to W .a m d ae Ieta r r, oawfad• °f Anaq r arrY d T� 1.i (� ya u d u tr hN rab s rate of !a ra of S. c, - . � mfs�ebr of r".t It bm" u .... ud yW..Fn ldw C] airy ci ..... 4444_4444 ............... lrOR A VALUABU COM3IDMtATM- MOP 'raaiab b hcrabryy0wiaa`ekdted. JAMBE LUL Ran, u Ttwm a[ ar mm fatly ftnn aNd t1r .lai L Itm eAt btedA 4LK FAtf lr8at JAMt9 ttjj. At7tdi Alm PlABta7 M. M M, u Tnramb �/�( �iiiiy 1LlNAFf[iN1er f 6 JIM I. �ttl' �lo trleut° d V &red 4p 5� +1 , b l' l`°�° JAN tS t. RMM AM PeA1Q9 M. NOM, MueDaed and Rife n A1at Teoaeta dr ",ekB daav- Ted pMp" IA dr men Of tar ales• . eua Of C�likasic All of the Berth Nalf of the Swett Ralf of the Sottttwat Quarter of the 19rtb at QuerteT Of the NOTthaeec Ql"t of Seaton 14, Toatahlp 13 South. taa44 4 Nat, Rao Barturdtm Marldfe9, AS RM CoM►L1TR.T MSCRlt= CV ErMTlkTT "A" ATTACMRR NDM AND MADt A TART "ItDP. Marth 31, 1993 BTATB a GalaaaMlaA y to CaMR'T O -- M -ere 0 aaa.a .errs r.p �!h_ ,d 'Amu t. MatB. NDUII A�. aww Aattp, A,ae IN w " r Nr d ar0e1 e,Iralr Mee ww" rer tALrle lace90000eY eAMP. Y,aewaeM ti atbeee "a ea tar bmww " aeaeaea I. atre bras+m1maked tateug0a. 04 INS 0►Yaawea nlraaMt a ow bniwa M P as aadY Mae ar1aB M alata M Per'," esaa Meerrdd M rdr a 1 ww fdt NDTART UAL OR STAIV =Z. AWL TA)( JTA rD MRTY 34(}e'N ON PCL D1'DIO U K T NO PAATT 34WN. MAa AS DKBCTCD ASM Uaa a 11T610t (41.1 Im j' 1 t I , N 11+ t i i3 A I Mo l Of3Ol7 P ^,d CIDER H0. 1303976•W Ra13rT 'A' 127 All of as North Half of the Seed Half of Cho Southwest Quarts of No Harthwe.[ Quarter of the North.nac Quartar of Section 14, Township 11 South, Range 4 Vest, 14R lernudlno Nerldlm. in Me Coency of San Plop), State of California, woording to Qoited States Ceoannat Survey thereof, together with chat portion of the South Half of the Noah Ralf of the Southwest Quarter of the Northwest Quarter of the Northwest Wetter of Said Section U. lying Southerly of the iblleeing dasaribed line: Renaming St t 3/1 Inch Iron pin asrking the Horrhweer corner of Section Is, Tewoship 11 Huth. Rang* 4 (lost, tee Nrterdlna RsCldlan. to Said Lron pin Is Maven our looard of Scrrey b. 4122, filed in the Office of the Cetmty 4cord.r of NId Ceuary, oo Hash 11. 1439; theme Sawth 1114'11' Vest, along the West lino of Sold aoeclon, 922.27 feat to the TRV9 POINT OF SICINNINC: theme South 83'24'41' Cast, 637.90 feet, VOWS er 1012, to the East lino of the Southwar Qua[tar of the Northwest Quartet of the Northwest Quarter of Sold Section 14. CMMPC TNRUYRttl that pertly+ lying within the Casttrly 70.00 fear of that portlen of the South Malt of tm 00"h Malt of the Southwest Quarrsr of the Northeast Quarter of the North~t Quarter of Said Section 14 lying Northerly of Cho South 60.70 feet thereof. ALSO fICVTI110 TMMC im that pattion lying wichtn a strip of lard 102 fast wide, 31 fear m lath side of the fallowing described center Sire: Ngiatny At a point on rte vast lino at Section 14, Township 11 South, Range e Peat, Son Hrm"iao Ntrlaaa, dL6twt thereon South 0L'34'11' vest, 1160.24 foot floes to Ner0w"t 6ertnr of said tertian 14, mid point hawing coordinates 0-311.949.11 and 61,616,901.13 at the Callfornle Caordlmte gyacve Grid Ions 6, tmma South 21'07.59' tut, 119.46 fast m the begtming of a tangent c c to the left hawtng a radius of ON foot; thetc. South..astnly, Eas Nrly. .rd Northeasterly along said evrov dnotsgh a central "Sig of 92101'14•, a dlstoate Of 1286.49 foot: Chart• tangent to said ""a North 62'41'411 tut. 111.12 foot to the boaiwing of a tmgont aarea to rho right having s radiwe of 100 foot; tleeeee Eaetar17 SINN said curve throogb a eontral angle of 10'26'54, a distance of 421.11 foot: the m• taapsot a said rurre South &6.49'16' East, 1142.85 feet m • point en the Sast life of sold Section la. Township IS South, Range 4 vest, tm letnardim lass and Naridlaa, dlsLmc chacean Swat 00.30'261 vast, 1616. LS foot !rase Cho Northeast cortwr of Said Section lo. Said point bAs cwcdtmtn 0-121,116.15 led 61,692.161.22 of Said rallfarni. Cootdtnate 9yeess Crid Zone 6. e R T T f. n T tt f T c 3 4• AS FIDELITY NATIONAL TITLE INSURANCE atk SCHEDULE "A" PREMIUM $360.00 Amount of Insurance Date of Policy $50,000.00 April 5, 1993 at 8:00 A. M. 1• Name of Insured: JAMES E. HORNE AND FRANCES M. HORNE "24M POLICY NO. 139 - 170210 139.7 -1 Case No. 9303976 -N 2. The estate or interest in the land which is covered by this policy is: A FEE 3. Title to the estate or interest in the land is vested in: JAMES E. HORNE AND FRANCES M. HORNE, husband and wife, as joint tenants 4. The land referred to in this policy is situated in the County of San Diego, State of California, and is described as follows: SEE ATTACHED DESCRIPTION This policy valid only if Schedule B is attached. CLTA Standard Coverage Policy -1990 Form Form T -1350 FIDELITY NATIONAL TITLE INSURANCE COMPANY LEGAL DESCRIPTION ORDER NO. 9303976 -N All of the North Half of the South Half of the Southwest Quarter of the Northwest Quarter of the Northwest Quarter of Section 14, Township 13 South, Range 4 West, San Bernardino Meridian, in the County of San Diego, State of California, according to United States Government Survey thereof, together with that portion of the South Half of the North Half of the Southwest Quarter of the Northwest Quarter of the Northwest Quarter of said Section 14, lying Southerly of the following described line: Commencing at a 5/8 inch iron pin marking the Northwest corner of Section 14, Township 13 South, Range 4 West, San Bernardino Meridian, as said iron pin is shown on Record of Survey No. 4922, filed in the Office of the County Recorder of said County, on March 13, 1959; thence South 1'34'13" West, along the West line of said section, 922.27 feet to the TRUE POINT OF BEGINNING; thence South 88'24'41" East, 657.90 feet, more or less, to the East line of the Southwest Quarter of the Northwest Quarter of the Northwest Quarter of said Section 14. EXCEPTING THEREFROM that portion lying within the Easterly 50.00 feet of that portion of the South Half of the North Half of the Southwest Quarter of the Northwest Quarter of the Northwest Quarter of said Section 14 lying Northerly of the South 40.50 feet thereof. ALSO EXCEPTING THEREFROM that portion lying within a strip of land 102 feet wide, 51 feet on each side of the following described center line: Beginning at a point on the West line of Section 14, Township 13 South, Range 4 West, San Bernardino Meridian, distant thereon South 01'34'13" West, 1160.24 feet from the Northwest corner of said Section 14, said point having coordinates N- 321,949.11 and E- 1,686,903.13 of the California Coordinate System Grid Zone 6, thence South 25'07'59" East, 339.46 feet to the beginning of a tangent curve to the left having a radius of 800 feet; thence Southeasterly, Easterly, and Northeasterly along said curve through a central angle of 92'08'14 ", a distance of 1286.48 feet; thence tangent to said curve !worth 62'43'48" East, 313.32 feet to the beginning of a tangent curve to the right having a radius of 800 feet; thence Easterly along said curve through a central angle of 30'26'56 ", a distance of 425.15 feet; thence tangent to said curve South 86'49'16" East, 3342.85 feet to a point on the East line of said Section 14, Township 13 South, Range 4 West, San Bernardino Base and Meridian, distant thereon South 00'50'26" West, 1686.15 feet from the Northeast corner of said Section 14. Said point has coordinates N- 321,316.35 and E- 1,692,165.22 of said California Coordinate System Grid Zone 6. ALSO EXCEPTING one -half of any minerals and /or oil which may be mined as reserved in deed recorded October 14, 1940 in Book 1079, Page 213 of Official Records. 3/25/93 do FIDELITY NATIONAL TITLE INSURANCE COMPANY SCHEDULE "B" EXCEPTIONS FROM COVERAGE POLICY NO. 139- 170210 This Policy does not insure against loss or damage, (and the Company will not pay costs, attorney's fees or expenses) which arise by reason of: PART I 1. All matters set forth in paragraphs 1 through 5 inclusive on the inside of the cover of this policy under the caption Part I of Schedule B. PART II 1. General and Special taxes, a lien not yet payable, for the fiscal year 1993.94. 2. The lien of supplemental taxes, if any, assessed pursuant to the provisions of Chapter 3.5 (commencing with Section 75) of the Revenue and Taxation Code of the State of California. 3. An easement for right of way and purposes incidental thereto, in favor of Frances S. Farrar, recorded April 23, 1913 in Book 603, Page 376 of Deeds. �U Affects the West 20 feet. Reference is hereby made to said document for full particulars. 4. An easement for poles, wires and incidental purposes, in favor of San Diego Gas and Electric Company, by document recorded November 26, 1929 in Book 1703, Page 369 of Deeds. Said easement is described as follows; Rpp,v The East 2 feet of the West 19 feet of the West Half of the Northwest Quarter of Section 14. Reference is hereby made to said document for full particulars. 5. An easement for poles, wires and incidental purposes, in favor of San Diego Gas and Electric Company, by document recorded September 3, 1930 in Book 1816, Page 126 of Deeds. Said easement is described as follows: A strip of land 2 feet in width, being 1 foot on each side of the following described center line: Beginning at a point on the West line of Section 14, Township 13 South, Range 4 West, San Bernardino Meridian, which point is Southerly a distance of 971.31 feet from the Northwest corner of said Section 14; thence from said POINT OF BEGINNING North 89 °43'23" East, a distance of 533 feet. Reference is hereby made to said document for full particulars. CLTA Standard Coverage Policy -1990 Form Schedule B - Form T -1351 FIDELITY NATIONAL TITLE INSURANCE COMPANY SCHEDULE B PART II CONTINUED POLICY NO. 139- 170210 6. An easement for poles, wires and incidental purposes, in favor of San Diego Gas and Electric Company, by document recorded January 19, 1937 in Book 610, Page 190 of Deeds. Said easement is described as follows: Commencing at a point on the West line of said Section 14, distant thereon r 971.31 feet Southerly from the Northwest corner thereof; thence North 89 °40' East, 501.8 feet to the TRUE POINT OF BEGINNING; thence from said TRUE POINT OF BEGINNING North 6 °15' West, a distance of 260.5 feet. Reference is hereby made to said document for full particulars. 7. Easements for road and light and power line, and for pipelines as disclosed by deed recorded February 2, 1937 in Book 613, Page 300 of Official Records. Reference is hereby made to said document for full particulars. Said instrument additionally grants the privilege and right of to extend drainage structures and excavation and embankment slopes beyond the limits of the above described right of way, where required for the construction and maintenance thereof. 8. An easement for water pipe lines and purposes incidental thereto, in favor of San Dieguito Irrigation District, recorded June 7, 1937 in Book 660, Page 181 and June 7, 1937 in Book 653, Page 342, both of Official Records. The route thereof across said land is not set forth in said document. Reference is hereby made to said document for full particulars. Said easement has been granted and reserved in various deeds of record. 9. An easement for road purposes and purposes incidental thereto, in favor of Earl C. McNamara and LaVella C. McNamara, husband and wife, as Joint tenants, recorded April 7, 1947 in Book 2365, Page 484 of Official Records. Affects a strip of land 12 feet in width, the Easterly and Southerly line of said 12 foot easement being more particularly described as follows: Commencing at the Northeast corner of the South Half of the North Half of the Southwest Quarter of the Northwest Quarter of the Northwest Quarter of Section 14, Township 13 South, Range 4 West, San Bernardino Meridian, according to United States Government Survey approved April 19, 1881; thence South 0 °54'59" East, along the Easterly line of said South Half of the North Half of Southwest Quarter of the Northwest Quarter of the Northwest Quarter of said Section 14, a distance of 40 feet to the TRUE POINT OF BEGINNING; thence continuing along said Easterly line to a point 70.5 feet Northerly from the Southerly line of the South Half of the North Half of Southwest Quarter of the Northwest Quarter of the Northwest Quarter of said section; thence Southwesterly in a straight line to a point on the Northerly line of the South 40.5 feet of said South Half of the North Half of Southwest Quarter of the Northwest Quarter of the Northwest Quarter of said section, distant thereon 20.00 feet Westerly along said North line from the hereinbefore mentioned East line of the South Half of the North Half of Southwest Quarter of the Northwest Quarter of the Northwest Quarter of said CLTA Standard Coverage Policy -1990 Form Schedule B continued Form T -1352 FIDELITY NATIONAL TITLE INSURANCE COMPANY SCHEDULE B PART II CONTINUED POLICY N0. 139- 170210 section; thence Westerly along the North line of the South 40.5 feet of the South Half of the North Half of the Southwest Quarter of the Northwest Quarter of the Northwest Quarter of said section to a point on the West line of the South Half of the North Half of Southwest Quarter of the Northwest Quarter of the Northwest Quarter of said Section. Reference is hereby made to said document for full particulars. 10. An easement for poles, wires and incidental purposes, in favor of San Diego Gas and Electric Company, by document recorded January 28, 1953 in Book 4729, Page 560 of Official Records. Said easement is described as follows: The Easterly 6.0 feet. LCpN Reference is hereby made to said document for full particulars. 11. An easement for underground facilities and above ground structures and incidental purposes, in favor of San Diego Gas and Electric Company, by document recorded December 20, 1961 as File No. 219790 of Official Records. Said easement is described as follows: Commencing at the Southwest corner of the Northeast Quarter of the 1V9 Vr 0' Northeast Quarter of Section 15, Township 13 South, Range 4 West, San Bernardino ' u Meridian; thence North 1 °12'07" East, (North 1'01'10" East Record), along the West line of said Northeast Quarter of the Northeast Quarter, a distance of 565.46 feet, (565.50 feet Record), to a point, said point being the Northeast corner of Lot 14 of Rancho Riqueza, according to the Map thereof No. 2133, filed in the Office of the Recorder of said County of San Diego; thence from said Northeast corner continuing North 1 °12'07" East, (North 1 °01'10" East Record), • distance of 34.87 feet; thence leaving said West line, North 79'18'37" East, • distance of 250.93 feet; thence North 83 °34'35" East, a distance of 456.83 feet; thence South 62'19'00" East, a distance of 298.48 feet; thence South 55004'00" East, a distance of 462.30 feet to the Point of Intersection of those certain rights of way granted to the San Diego Gas and Electric Company by deeds recorded November 26, 1929, filed in Book 1703, Page 369 of Deeds, Records of San Diego County, and recorded September 3, 1930, filed in Book 1816, Page 126 of Deeds, Records of said San Diego County; said Point of Intersection being the TRUE POINT OF BEGINNING of the right of way herein described; thence from said TRUE POINT OF BEGINNING, North 55 °04'00" West, a distance of 25.0 feet, more or less, to the West line of said Section 14 The side lines of the above described right of way shall be lengthened and /or shortened so as to terminate said lines in the boundaries of the above described property. Reference is hereby made to said document for full particulars. 12. An easement for road purposes and purposes incidental thereto, in favor of r Anthony Andrade, et al, recorded March 17, 1967 as File No. 36614 and 36616, both of Official Records. CLTA Standard Coverage Policy -1990 Form Schedule B continued Form T -1352 FIDELITY NATIONAL TITLE INSURANCE COMPANY SCHEDULE B PART II CONTINUED POLICY NO. 139 - 170210 Affects the West 20 feet. Reference is hereby made to said document for full particulars. Said easement has been granted and reserved in various deeds of record. 13. Any boundary discrepancies or rights which may exist or arise by reason of Record of Survey Nos. 4922, 8347 and 11718, which purports to set out portions of Section 14, Township 13 South, Range 4 West. NOTE: The following endorsements Validating Sig ure appearing after Schedule "B" are an integral part of this Policy. NONE Schedule "B Part II" of this Policy consist of 4 page(s). CLTA Standard Coverage Policy -1990 Form Schedule B continued Form T -1352 MDOMDM UQk=Mn AND 111111111111141 100020M MAIL M DOH W. M/TC)A" OR CRECCXY L MURRIELL ATTORNEY WTC)t&L AND sAi MEU EE8 Swoord Shae1 IN .. California 9=4 1251 tats+ 753.5127 MAA TAX STATOW&M TC' Maras P. Home 902 bxin tr PA t� . 9m24 AP% 29943F2i41e DOSE #_1996- oa5t637Pm III X REM SAN )LiD 0877 Ef S99TS FFM ;tE6litf 4Q 1I, my IEW 7F 7.00 F01 IiN pF: i 0 fL AFFIDAVIT - DEATH OF JOINT TENANT STATE Of 0kUPORNLk ML COUNTY OF SAN DIEGO FRANCES M. HCRNE, of legal ap. being Art duly rvan, depose and says: That JMAES E HORNE du decedan ffwxkntd In the acaded mrI! ad copy of Cwiftm d Duch, is the same person s JAMES EARLS HORNE, Tnsxe d the Home Family Tani order Dedwaomf of Tnta drW Augm 30, 1984; ad JAMES E HCRNE, Trustee of the Hone Rmdlsl Trig mdw Agirvernent dated M 114; asd JAMES E HCRNE s Tnsmww of the Jarnm E Horne Rrmc" Trut Agwriau dared April 9, 1991 and Is one of the Parries In that cettHn Cron Deed daad Mad1 31, 1993, ematted by JAMES E HCRNE as Tnu m ad Tnmwntm a1d RZANM M HORNE as Tmm�rter, to JAMES E HORNE and FRANCES M. HORNS husband and wifa, as joint asnrta, tended s Int umsorit No. 1993 -MM91, on April S, 1993, of Cfridal Records d San Disyo CAtty, CalMxnia, covering Ie following descr*W property situated In the County of San Dlep. Star of CAWOM14L Sa ExNbh 'A' aaadled hereto and InmporaLd ho*n. The real prcpeny is located at 902 EndnfW2 Bwlevard, Endnicm Caitlom 492024. Dad 4 2 19% aA� ; aft4' , — I /�11a Yea "Wiffif :i► W 1252 IMan 00=M ,-.4 CMrM "A' All of the Borth Ralf of the South Half of rho Southooac Quarter of the 5orthweat ou►rtar of the Sacco at Qu&"Sr of Nation I4, Township U South, Range 4 Resat, far Nraardina Haridlan. In the County of San Diego, fence of C413facnla, wearding to United Scat" Cow r, t turn y chacsof, together with that partim of the South Half of Cho Norm Half of cf{e sauthwrac Q"rrar of the No"bwoc .Quay r of the *or=!: at Quarter of said Swtion La, lying ScuCefly of Cho following d"aribed Lim: Cesaaeming at a 3/3 Inch Iron pin narking the Rorthweat corner of Section 14, Ta mhip 13 South, Loge At 4 "t, San Sernardian locidian, as said lren pia La shorn on Roeord of savoy So. 4922, filed In the Office of the Comae So . r Of said CaunC), on Stroh 13, 1959: manse South 1074.130 Vwat, along the gnat line of said section, 922.27 fear to the TRAR FOT1fr ar 1iC21lIR0; thence South N'2A'41' Lent, 637.70 feat, wen or lass, to the teat lira of the Soumsaet QUarrar of the Nordt"st Quarter of the Rorthwest Quarter of said Section 14. ttr>?Trsg TRMLZYIZ1 that portion lying within the Uanrly 30.00 foot of mat portion of the South Reif of the Borth Half of the Sauchwegc Quarar of the laorthweac Quarar of the "rthwac Quarter of acid Soccion U lying Northerly of Cho South 40.30 fear rhareof. ALSO E=XY W MMULSt'M chat pardon lying within a strip of lad 102 feat wide. 51 foot as oath side of the fallowing doacribed cancer Line: 3e61nn4ng at a point on the gut lino of Swoon 14, Tonehip L3 Sown. Racy Vest, San gervrdim Meridian, distant ✓arson South 01'34'13' Vast, 116C.I4 1Rat floe the Bard c darner of said Section 14, "Ld peiat having evnrdiaata 0-321,949.11 and 9- I.as6,903.13 of Cho Ca iifornia Coardinaco "Cons Grid Tom 4, theme Scum 27'07'29. 4uc. 379.44 feet to the beginning of a tangent /saw to the Loft having a radius of NO fast: ebeooe Soucheuurly. R"corly, gad Borcheastarly along "id /are through a aeeaal angle at 92.01.141. a "Ratan of 1234.44 twat: coinero tangent to said curve Norm 62.43'43' test. 313.32 raec to to begiming of a cangvnt anew to Cho right barring a radius of 500 foot: ehreo Rasterly, along said ourw through a cwnc: al moSU of 30.26.54', a disraaeo of 427.1.3 fast: theme tangent to aria curve Sough 66.49.16• Rest. 3342.85 feet to a point on the Seat 11ae of said Station U, Tbwnshlp 13 South. Range a goat. !an Saraerdlm we and lhcidim. distant thereon South 00'70'26' 'Sort, 1686.15 Shat f2ce the Horthassc earner of said Saotion U. Said point has aoeranst" 0-321,316.33 and. Z-1.492,165,22 of said California CoordLasto I" tan Grid Soee 1. ALSO CCIZr= one -half of army ■inerale and /or all wbich hey be aLvd sa t in owed ""rdad October la, 19x0 In gook 1079. Face 213 Of Official Rotor". NmamcmMOAUD2T I28 DOC # 1993 -m7591 'Zm°K "l' 0'S– APR -1997 08800 AM Sian .,�, AmpN r nee o� .n was ar.t lFF=K X= STAMW" t0: w 0m =rf Kjl�PS ( iCf f IF� �, �� Is Rams Ma. An as. JMn t. Mo2Nt pF 5100 K Aoo,w2 No] tootoltas Nlvd. L00 CAw Nsetsltas, CA 92014 Be 1 L 1 $t Ter Owe ra i3. :5ri 7L-11— w. 0844.2 !ACS MOIL TMU LM 1011 RNOORD 0Tt UN 1 01011, MOAR - 7L7TL`IO C1k.W.E OWL.T ....... mod Is The u.doN[na,l dtclsa d., the dacwme� wseR&r tar r s ...... ......... ..... L, .p m the wA ed . att. lanes, w P.W.Y 1! mvmei u 1h. h0 nW f.♦ i..d.rt d 4s v rt ..Q A.. a me 0m d..it. no Vi "mumus w ru," Is bmw O XvW—q -ant w c r4y af ......................... ............................... zed FOR A VALUANI-R CDN=2 LATW, .sfp (.U* Y hwiy e A - 1, - JAM KARL ROM. Be Ttuataa of do NStaa !city !rest yWr n=L_im of Tent d♦ted AtSpot x, isshi JAM [. RCRRS Aim FRAN= R. MOB, u Ttta4stxt %f the Jam L Ibma hosetabla TfW AVamum d2e2d April 9, tp1A JAM I. MASS Re Ttwom of the Notes WSdW rant velar Aasssst doted &MI9M1t ffpm 1. higimj,1s�a ems &.7tsss L N= R KrAbIA !met mda.AVt dazed pol 9, 1Ml AND isil�yCk�Ff�j JAI[n N. MORNS AM FRAN= R. ROM, N..hend sad Wife n J.tot Tenaets the AANo.y d.cI RW p+opv0 is mo +rosy d Rao OLego , see of 06Ss.Aw All of the North Ralf of the Seth Ralf of the Southwest Quarter of the Northwest Quarter of the ibrthweot Quarter of secttoe L4, To hlp 17 South, Saito 1 Vast, Ran 2arsar4tro M.rtdtaa, 42 Mil[ 030tr fl.T =30133M aN RrnTSTT ^A- ATTACM Mn2TO ANO RAOK A PAST RRtoP, Marsh 71, 1997 RAIN tW C.1L90r4A COLRRY a S.. Mac. iL 0. Jas1L1 1491 y.. .. ZI 4 LLO NAT tags ]MY [. 1gRNi AND "AMIt R, ff—Qw Las NaMSI. }awe r we m as ar • sommmo r war" r ae No Mae" tear OWN" isle 0"00 r so ..la, Yoe.,rn ..,e awnowrN.e r 11i a.ra.w��..r Mr s re�9v.NYl.r„ d McMpy, MRis121r�bM t7•ea..IN a M aRS,r�r b psi9rL, v ems a.�r,an Oeh� a vR,aa Y 2iaMV fief ewaRre M Meavaaa MR No"m 084 M STAW Mac" MaL pffm W -w I1�eL- apetA pAp'�KpapE /NiI R wy lsruMu fa. M t ts� f 1,.. MAIL TAX 3TA?iDA tS TO MR 71y LIOWN OR POLLOW040 L1Mi IP NO PARTY SHOWN. MAIL AS OOUCT= ABOVE R� 2a.s A4aw. Cfry! Z• flTGtol feet) r r r L' r L=-' D1:S=i Pr:w am= "a. 9301916.0 EM131T -A- 127 y:r'� ;� • r6• e E. 4' R• All of rho Morth Half of the Sarni Half of the Sauthwat Quarter of th. Nocthw.t Qesrdr It the Morthw.c Quarter of Soettvn lo, Tav,ahlp 13 South, tans. 4 Vest, Lan SOrmardim Rar161an, in tie Co rry of San 02ege, Start of Calitamts, aosardln/ to Uaicsd Sue" Cswrtsasc Survey therfef, together vith chat portion of the South Half If the March Ralf of the SOYth.eat Qwrtor of the Merthva,c u Qarter of the Marthwst Quarter of "Ed S.ctlon 14, lying Swtherly of the fvlloving dastribed Jim: Q=VMrQimg at 4 5/1 Inch Iron pin narking the HOrthwll corner at Section 16, Toveahlp 11 feuch. Range 4 7aet. Sao S•rnerdtno Morldlan, sa saki Irm tin Is ",w m Retard of Survey M•. 4922, (tied In the Office of the Cemty goevrder K acid Geuary, On Marsh 11. 1959; theme gOuth 1'14'13' Vest. along the Wet line of said e.atiao. 922.27 feet to the TRVS AIM OF ISC:)MINC: theme Iouth 58'N'41' seat, 657.90 fast, seas, or leas, to the tact 11" of the Souc,aest Quarter of the terthv.et Quarter of the Mar9iwat Quarter of "Ed Section 14. M=?T'MC 171MIM M that partlm lying vlthln the goottrly 50.00 fast of that portion of tAa South Half of the Merth Ralf Of the Souchw ua st Qrror of rho Ierthoast Qwrrar of tha Nartlaaeat Qwa r of sold Station U lylag Northerly of te. South 40.50 feet thor.af, A1]0 01CQ'1M0 nnl? Qt that Pottle, lying vlthln a strip of land 1,02 feet vide, 71 feet — .ash aide of for Ull. -v(ng da.cribod t.nt.r lire: .t aeglvning at a point on tae Wear line of S.ctlan 14, Tavruhip 17 South, Rage 4 Vest, San Iernardlm lloridiam, dlaetmc t>Hroan South 01.14' 11' vest. 1160.24 foot tM the WaTttaasat former Of said !ecru, 14, Nid point having aaardim%ty R- I21.na9.11 red 41.aaf ,603.11 et W Callfeevia CQOrdlmto Syetw Crld 2oaw 6. thee Ieuth 25'07.59' Last, 1]9.46 feet to the beg(ming of • tangent euev, to i the loft having o reatw of 100 fret; thee¢. South..starly. g at.fly, And icrtheuerly along said curve thtvugh a central angle of 92.01.14', • dt,ttnce of 1236.45 fete; thsace tangent tv told curve Worth 62.41'44' Last. 511.17 foot to the bogireni«S of a totem, acme to Cho right havinS a radlu. of 100 feet; tla.•, laster17 SIOM told curve tbt Sh a central eagle of 10'76'56•, • dlsttnte Of 417.15 fast: therms taq•ot to aid curve SOuth 64'49'16' East. 1742.55 feet to a polht on the gut 11w of sold Section 14, Thvnshlp 13 South, Wang, 4 Vest, IaH Ir 5ernardlma law end Meridian• dlatmc char,,, South 00' 50'76• Vest, 1616.15 jl feet fral the Warthetat mamor of Bald Settle. 14. Said point has cmcdinotas I- 121,116.15 and P1,612,163.22 of said Collfo,i. Courdlnato $yet,. Crld U. a. i r l 4 l' T T 1 n T u f .1W LS2AL Duairrics CR= 1.00. 930"76-K I28 ALSO =KMPC w -bslf of &" ■Invul■ MVor oil %ghicb uy be sink as rvv".o4 In dead r arcj6d Oct6b*r It. 11 0 in book 1019. pap 213 of Official W*rds. V2-1/11 44 11 t— — 46 is i 262 INCOROX02 I7COlsTm BY Aim wNVW 22COWMIC 1BTMW Tot brl A. lusted, lag. 318 Let Oraad Avem o Nsoandida, California $2028 A.I.N.t i 209 -1-31 -28 103 Incinitas alvd. - s+oiaitae, Ca Dm G 19914M96 13-MM-1" 10813 AM WFAa Hrm Sw 01W COW RMNQi OFFICE PF+ &a Fmf 1L 00 gt to OC v LIS f v 3P DoC'.SMMUY TAIL is 1 -0- (transfer to residual trust) /CA NO CONSImmTI00, Ones R. Home, as Trustee of the Horns lulli Treat under Agreeamt dated iopaat 30, 19$1 does hereby transar and forever gnitalais to Saar Y. Horne, in Trustee of the Borne Residual Trust, m3dar hgresadt dated August 30, 1984, an undivided 1/2 intarest in and to the following reel property in the County of San Diego, hate of Callfoalat ... .. it-Ili W=t 7- as -9i on" ar CAI.I7cmrzA ) u. C00MTy of A" == on , before >., Public in abod for said County and State, 1. Horne, )morn to r (or prod to so evidence) , to be the pars® Thor name lastruertt and acknowledged that he #AKJ • mad, a Notary pprred Tames satisfactory to the within 3 A L rT y� w r r T 263 1 eazR27 'Ae A.P.N.I 1 709-171 -20 902 Inoihitas Blvd. - aminites, C9 Pallet 1: Teat portion of the Saute 1/2 of the Merzh 2,/2 at the South 3/2 of of 3 the Southwest 1/1 of the Morthswt U♦ of the *=thweet U4 section 11 T1341 RAN, San Seraudiao Meridiah, sea D1e4u Coaaty. thereof wh1rh lies c state of California, aooerdilq��i1�� P� southarly of the tolloriaq CaYencinq at the 7 /2• irca Pin Per7cie'9.tb! Nuersaid lit= Piz is SO section 14 71341 RAW Sea berosr"/ho filed in the office of the %-' ceuaty �recorrderOf acid Goan" on 2/13/99, therm 04127th 1 degree Meet lief of said Notion 911..7 teat to the k r 11'1]• weer aloAq tha of beginalhg fhwAG South is de 21 11 Rasa 6D7. 141' _ true pOLlt IIJA oofotl�� u4 of the flosthMest 1 %2 1/4 mrsthe Northwest a Xa t PAID= 7, An aaseaant and right of vay Lot ester pipe lin.s sad S�Sdaatal 111 Deeds and 7 purPw«, recorded ,Tale 1, 1917 is leek 060, Pop of CO®h of ramerded ,Tma 7, 2,977, in look Bea, K4K trim' L Ile4e 41an Diego. State of California, udinf ,Ohe whioh this eseeseat extend* are all of the forth presisse over Ralf of the South Ball of the 0attbwe•et Ooarur of the Northwest at the Northwest Quarter at Notica 14, T ship Qdartar 4 Newt, San Bernardino sarldi.,., in the ooaaty of Sae Diego, r state to the gaited States dovezaaent State of California, according of the fog" Ealf of the = with th survey *Setoff, together with teat portion ,.. -�-- of the Merth Bair of the Soutl+rest Qerrtsr of the Mortewest ,.�- Nezthwest Charter of said Section 11, I7'sg Scdtberly of .he following described line, ~' at a 5/1 inch iron > cassnaLw li M �,� 'Said section 11, ILP in is eho,m On 1laford M=TVy So. 1122, said ,sea p Of the C703itT leoesder of ealii Coant7, on Narcb tiled :a one osfiu filed a 13, 19191 !reran south 1 dagzes 34'130 Meet, alaag the Meet .ins of said Seatien, 932.27 feet to the 2=3 9Omrf 07 302XAFXMOJ tSaaca Ust lCaar' South 10 salt at f8st' NOrtbomtt -es et the tetrsu fives% &r line of the 41eatltreet Qmltar Northwest Qdartar of, said Section 14. 1 'LS>3C87= that portion lying with" the •" telly 10.00 feet of that portion of the South Ralf of the Marth Salt of the Southwest Quarter of the Northwest Quarter of the Northwest Quarter of "1.4 radian 14 ly Leg nastberly of t`-�e eaot3 40.50 feet thereof. n1O TAKRY 1 that Parties lying Wit%.'- a etriP of lead .- A13O 102 fast wide, 11 toot on each aids of the following described , 884 SSoutath, a`wt 4 psawtt, im S6rWdino W6 wd marlillau sU thereon South 1 degrse 34'13• Mast. 1160.74 fare 2200 the Ssrthrees e0rnar of Said Section 14, said point hevinq Oaardinatee Me711,149.11 and 31-1,434903.13 of the aalitorhta Coordinate System Grid low 63 thence South 19 10 71590 Bastj 339.44 het to the legianiay of a tangent curve to the Lett bselaS a lsdim6 K Soo feet; thew southeasterly, 7astarlyy and M6rLeaeterly alsaq said curve thtomoh a central angle of 93 degrees 61140 ■ diitnnee of 1214,48 feet) thence tangent to said Oua7e own 62 degsses 43'440 Bast. 313.31 feet to %be begianiaq of the tMgWt. curve to the right having a radius of 600 testy thssOS iaetesl along said care+ thr**O a aeetral angle of 30 degress 36166•, a distance of 43S.12 faet7 thence tangent to said curve South 66 dsgseas 49'16• Rest, 3343.44 feet to a point oo the )test lift 69 yid Ssstim 14, Twaah4 13 Scats, Range 4 Vast. San lernafdimo Use and Mridiah, distant thereon South hd degrses 901360 Seat SSSCLS feet frs the rortheut eoraar of said seaeian 14. Said lsimt has Coordinates rw331,316.30 and 3- 1,691,161.11 of said California coordinate systam Grid tons S. a r Y 1+ T r c V 265 � Rgcoftma � DTto, Seri M. Busted, syy, 314 aut arena a..n�e Loon"dc' California 9]0]1 F- ..,. A.T.N., 1 aas- 171 -78 foa nf"initas fled. - SnninitAS, CA zs UMXRSZUM GRANTORS n 1JOX 1 199 1 Tan RV Otwwws MM wgwM � iy5� IL 01 LO q pia DOCVNIIIMIT TAY is $-D- (transfer to reveaeale living test) FM Family True � OK, James a. Borne, u Truates of ttr Some transfer and forever qey t dtoJ Atquet I� y, do" hereby f „ �n s undB lvideCRevocable , under�+4reee�t Trastawager April Californian i Property the County of tan Dip", State og ��i7QlIDIT *A• ATTA(:ZW Rnn AND By T=S RDA NA3 A PINS DASD: _ ^9 r P- !SATE Or CA ,17pyorIAt I r CCM?T or 1AN Dlaao j u. on r before M, tba Public in Ind sa d Canty ufd a me iWod, a notary S. Borne' krcvn to as (or Proved to me iY appeared James wit b and a"knovle� t t a Ito Satisfactory sus. "a%" r�oree°' °� n �' caw' *� - e.aISM 1ta 3P r. iW =>NIRIT GA• A.P.N.1 1 ISO-131 -N 902 tncinitas Blvd. - xneinites, v UA=L l i That portion of the south 1/2 of the North 1/2 of the South 1/2 of the Southwest 1/4 of the Northwest 1/4 of the Northwest 1/4 of 6eation 14 T133 N4w, san Sarnardino Metidian, Ban Diego County, state of California, according to official plot thereof which lied soatharly of the following described lines Cosasadinq at the 5/se iron pin park4nq the Northwest corner of Section 14 T13s R4W sae Bernardino Meridian as said iron pin is shoed on record of Survey ND. 4922 filed in the office of tRa county recorder of said ocanty oa 3/13/59, thence South 1 degxea 34113 Most along the lest line of said section 922.27 feet to the true point of beginning thence South 68 degrees 24'41• Beat 657.90' oars or Is" to the last line of Southwest 1/4 of the sorthwwet 1/2 of the Northwest 1/2 of said Section 14. PALC= 21 an easelent and right of way for water pipe lines and imidantal purposes, recorded June 7, 1937 In Noon 460, Page ill of Deeds sod recorded June 7, 1937, in Sou= 653, Page 342 of Dsads, Canty of San Diego, Seta Of CalifOrnla, inoludinq all pipelines tbarein. The promises war which this easessrt extends are all of the North Balf of the South Ralf of the Southwest Quarter of the Northwest Quarter of the Nort thwart poar'.ar of section 14, Township 13 south, Badge 4 West, Ban Bernardino Meridian, in the county of San Diego, Beata of California, according to the United states ooverafeat Survey thereof, tDgwtbar with that portion of the South Self of the North Half of the Southwest Quarter of the Northwest Quarter of the Northwest Qdart.ar of said Section 14, lye aoutharly of the following described liner Ccemanol—lg at a 5/6 Inch iron pin sarking the Northwest corner of Section 14, Township 13 South, Range 4 Nest, San Bernardino Meridian, an said iron pin is shown on Record surrey No. 4922, filed in the Off Ica of the County Baccrdar of said Comity, on March 13, 19591 thence South 1 degree 34'13" West, along the Neat line of said Section, 922.27 fast to the TXTZ P033fP OF SBOINM1NOi thanoa South 60 degrees 24141• East 657.90 feet, lore or lead to the Nast line of the tout-hwest Caartar of tea Northwest Quarter of the Northwest Quarter of said Section 14. N=CSPTINO TH =YF= that portion lying within the Rastarly 50.00 feet of that portion of the South Ralf of the Worth Ralf of the Southwest Quarter of the Northwest Quarter of the Rortnwast Quarter of said faction 14 lying northerly of the South 40.50 fact thereof. ALSO tXCNPTINc T'=F7.CM that portion lying within a strip of land 102 Cost wide, 51 feet on each side of the following described !pF K w r i L c 12 267 Beginning at a point on the West lire of Section 14, 'forrokLLP 17 South, Ln" 4 Nat. San 9arnordino Sere and Meridian, distant F thereon 6oetb 1 agree 34'13* West, 1160.24 fast frost the lortbW"t owner of said section 14, said point having coordinstee 9-721,949.11 and N-1,686903.17 of the Califoraia Coordinate Systes Grid &doe 61 thence South 29 dsgrw 715910 Mast, 779.46 fast to the bginniag of a tangent our" to the left hniaq a Radius of 600 feet, thence Southeasterly, 9astarly and Northeasterly along said pave through a ventral angle of 92 degrees 4 -14' a dlstaaes of r 17/6.4/ feet, then= tangent to said carve Worth 42 degrees 420490 Seat, 113.12 feet to the beginning of the tangent carve to the right having a radius of 400 feet, tbanoe Nastarly along said o va through a osnt al angle of 30 detrws 24154•, a distance Of 425.19 teem thtaoe tangent to said cane South s6 degrees 49116• Let, - _ 2742.65 fast to a point on the Nast line of said Section 14, I� lbenship 17 South, Nags 4 West, San Bernardino Base and Meridian, distant thereon South 00 degrees 5o 1260 Nat 1466.15 feet from the L Wartheaat corner of said Section 14. Said hint bas ocordlaatea ♦721,216.15 and ♦1,692,165.22 of said California Coordinate syetee Grid Sons 6. M - �2 inatt = ant and acknowledged that be E AWE 3 s as r L i t i �2 zsa DOE 4 1991 - 0.585591 13-MV -1491 10210 AM rrCCM=Yo RrQU=TKD BY AND W DIf(R = FM GW WM RXCOS iD aarm TOi NETiI Q1R(f earl W. suated, seq. III Los fHa fLDD 254 rasa Grand Avema p Los Escondido, California 92025 F1 L00 QQr -=Axx DQD 289 - 111 -28 eW nmimites Sled. - LSOinitas, CA Txx D1 r XOM ORLPIORa ^ r — I DOCMUDiTABr TAY is 1 -0- (Add Co-Trusts* to Ciisting kavvcable Living Trust) M* No CJMBICn& ION, Jaaea r. Boras, as Truataanagsr of the Janes a. Horan Revocable Trust under 1gresawt dated April 9, 1"1 doss hereby transfer and forever quitclaim to :rise I. Kornai and Trances B. Borne, as Tsattmaca4ars of the Jame r. ammis 8evvgable Trust, under Agreeseiit dated Will 9, 1991, as undivided 1/2 iaLerest in and to the following real property in the oeaarq Of "A Diego, state of Californiai ess EM= 'A' ATTA=D M=W AYD HS T=A MMUM8CK OM A PART B3NOT. 7 ZS - i/ DAM% aA� J . ..e, _ toraegar a2ATE OP CALi7ORNL1 Cemrn Or am DINO On before >., igaed, a Notary Public Ln or a■ County and state, ly appeared Jxm" r. Horne, known to te (Or proved to as is of satisfactory evidence), to be the parson whose ad to the within inatt = ant and acknowledged that be E AWE 3 s as r L i t i �2 255 LZICM1T she A.P.S.1 1 2N- 131 -25 902 mmimitas Blvd. - LaOLaitaa, CA PABQL I s That portion of the South 1/2 of tie North 1/2 of the South 1/2 of the Southwest L/4 of UA 11ortINIM t 1/4 of the Northwst L/4 of Section 14 T138 Rom, San Bernardino Meridian, ran Diego Carney, hats of California, according to official plot thereof which lies souinarly of the followihq dew--iDed lines cccsenc'_xsq at the 3 /1' iron pia park4nq the Southwest ocraer of Section 14 713S R40 Ma Bernardltw flsridian as said iron pin is Shown On reoard of StQISY 00. 491: filed Sn the office of tba recorder of said county as 3/17/59, thsaae South 1 degres 74113 i Mast along the Vast line of said Section 922.27 fast to the tras point Of b"iimLn thence South 99 dagrses 24'41' Sass: 487.90' core or less to the Last line of Southwest 1/4 of the Nar-tiwest 1/2 of the Sauthwest 1/2 of said Nation 14. }B,BGSL 2 = An assessment and right of way for water pipe lir- a and incidental purposes, recorded Tur 7, 1537 L7 look 440, pigs lil of Deeds and recorded Tune 7, 1937, in Book 653, legs 342 Of Deeds, Counts, of San Diego, State of California, Laalcdilq all pipelines therein, The prsa.laas over whim thim saeoent atsnds are all of the Borth Ralf of the Mouth Ralf of the southwest Quarter of the Marthrest Qcasesz of the Mor*.hwest Qmartar of Section 14, Townahip 17 loath, Mange 4 West, San Sarnardlnc Meridian, in the OGWstY of San DlagO, State of California, according to the United States Oovesnwst S%rvey thereof, together with that partion of the South Mall of the !worth Sall of the Southwest Quarter of the Northwest Qaartar of the Northwest quarter of said Section 14, lying southerly of the followinq described lines Cnaencinq at a 5/9 inch iron pin narking She Rerthweet cornar of Section 14, ToMhehip 13 South, Lange 4 Nut, San Ner^IM`14110 Merman, as said iron pin is shown an Bsoord SurmY No. 41221 filed In the Office of the County Recorder of said COUntY. On March 17, 19591 theooe South 1 degree 14'17' Meat, alonq the West line of said SACtim, 922.27 foot to the TX= 90138 OF BSO.IMAZ1301 theme South 59 degrees 24'41• Last 657.90 fast, more or lass to the List line of the Southwest Quarter of the Northwsat Quarter of the Northwest Quarter of said Msction 14- SSCSMM T31230" 4 that portimo lyimq ritSln the Lastarl7 30.00 test of that portion of the iouth Ralf of Ma North =at of the faathwest Quarter of the Northwest quarter of the Northwest Quarter of said Section 14 lying northerly of the Routh 40.30 test thereat. &LBO LYCSPr1710 T=MIoW that pow -!on lyinq within a strip of land 102 feet wide, 51 fast 00 each side of the followinq described 3 i c r V L �2 258 bnv an a Doing as the ■eat thareoel **Uth 1 fit' Zan Vast a jw 14 rsidi+taae Said g� 7, IS■ lilt, I1B0.1a feet 1�,1+ u and !'°LS°° 11, aaia pout yosth.,Ot Arid ZeOe 6J Ctynas•NgoJ.27 of the Calirornic»er,a�ao��! test; ttbw ; C+n4�nt ocsli� t�y�71 Ott, 779.16 rY6 to tip amve�stalr, 1asC6rly and a ZBaimi at $00 C*Otral _- 13N.1a teat: t� t+nv6n�lto� cu=rry y j :arl staum et r Z28t, 717.71 _ _ ■ t a aanCrZl angle O! SO MCJ thl per L.atarC oar A c 44sya 11 S6 a �' along acid ]1 {s.taC teat �o�a �"th {6 d*Pv�rao41- 14oe2lir Ua aie 17 aaath, point 1"" a art, "a Bernardino aaw and Meridian. liareaaaet � � dl4rti SO-24- 14. treat Pot" teeC tra♦ the ! of (■571,721.]! and Z�3,191,1>j of aid California : S. a7etM aria Zone California .w �2 72cusz2e0 Angummso BY An WIN X90220M Err= TM Earl V. Boated, Require 16156 W. bunardo Dr. , 006D "A Dugs, CA 92127 597 DOCK01 1991 - 0205569 sea 01110 Cw R[Mrs cent¢ /41111W " MM lEtllOQ U1 5.01 FMI 1. cc XMM%VN or SURMIMO 2iD]7! gSE1ORt 1.00 u y,. A. 9.m.t 1 259 - 171 -26 - 902 Encinitas sled. - Enainitas, CA Jars 2. Nome, of legal age, being first duly worn, deposes and "Yet That, [ugsaia a. Manta, the decedeat mentioned in the aetaChod certifled oopy of Cortiflwte of Death, is the sons person as Eugenia 6. Horns, naafi as ore of the parties in tbat oertain Corporation Quitclaim Cad dated June 21, 1907, ssseated by San Disga4t0 Meter District, AN irrigation District, having acquired title as man Dioquito Irrigatloo District to James E. Darns and Eaganis 9. Moran, husband and wife as Point tenants, as to a part ad ien, reoUrd as rWL -U=rrt lo. 87- 209601, an July 12, 1907, In hock 1997, Page 399501, of Official discords of San Diego County, California, Cc W intba follar2 described property situated in County of a" D the Co , California: 1n assonant and rlgbt of ray for Tatar pipe lines and incidental purposes, recorded June 7, 1927, in book 660, Pegs 161 of Dees and roan-dad June 7, 1917, in book 657, Page 312 of Deeds County of ban Diego, Mats of California, including ail pipelines therein The preslsse War which this eaaeaent extends are described on 2xhibit elm attached bareto and a da a part bareof. That, by rirtas of the right of aarviwrehiy, Jawas E. Morse is the tw and lawful MOW of the above described real estates and desires that said real estate be transferred, seasoned and indand L� this name after recordation in the office of the County Recorder of the Cmmry of man Diego, state of California. Dated: /�AY f6, /7 j/ M'E Or CAS.I7L151IIA K. CWX1'Y or 6Am DIEt;O ) subacribad and sworn to es wl7xr33 NY hard and affici EARL W. H0J571kD cposhMM er,aa CLAMOR ,aeta.ct. wt.teaaen Mt.. "a1aIA e ra11 A. 598 AL Of the lEet.7 411 of tt4 kulh 411 d d'x Sovdkm Ouartar of the ltttb,aat 0. e of dw Sa3etlarMt O.artar d sattim 14. ukaftp U Saush, a ngs 4 list, Mel bWwc lLio 19MrWm, is the Casty at San nlpe. 94ars of CYll'.cfnu. 40=ft g to t3ana Stnu n,.®.,e Rey tlsrrd, togeds 4th tFAt ps-:m d nr &=h %if of the M=-h M19 of M m=amwt arrtc of erw fix -ant Oaaetar of the abrt.'a,Mrt GArtw at "m 4attcn 14, lyicq 9oat4ely of c'a folim" ductiNd 1ir7/1 CMNWMLZW 6t a S/% latw lx, pla rs=laP the 9arebmt moat of lectim 14, SSG 17 Moth, 3� 4 mg t, Son aseatdim !lac dUn, a rid 1= pin s etc+,n Oft M�d 09 � No. 4%22, f11M6 la %M OCSae of thl QJT.q' nMmttiar of aa,4 Ca n' 011 lri'ttl 12, 1%91 thmm loath 1.34'13' unit. along the WWm al.d Sbadm. 127.27 feet to the a= 9th cr X64 man • uth U4241411 Im, 457,90 fat, eon a 1 a m the IM lija of the lortbrtt g=ar of ehe Mt=- gmrtm d thl M=tbl . Omrcu of add SKsd= 14. of IExt411Y>�Q etr 1'anrlq 50.00 tst of t:x perltn of the SCOWe IL1 ocath m Oars of the Nxtarrt Oua�uw ehrrcf. 4urtw of acid 36CLira 14 1Ylag oortI I y d the Sash 40.50 fart 511 b"t m each �� QQ�� lTiag 'd in a B=p d law 172 fart vide, tcllalas� dandled Comes lloa: !media are Mod n... MMet um of aect',m 14, m.ehlp 13 fiats, amw 4 m"t, dlaet the�on aotah 01.36'11' Nut, L160.24 f Mt by the l lff' t — d acid Lrim 16, Maid MUM beds) me,d,.I. 4:•321,94%.11 MW Ml. 196,}0.1.11 of the CdlLf zia fit. 3 Q;id Ian f1 *IN" 6attb 23`07'S9• prt. 139.46 feet is tae begla¢�' W of a Marc a¢w m thfi lath llaviag a >rdfas o! 600 trcr ti�pa r,.. 1,,, gistalr ab! 14them wly Naq aid at.-w aa7d aswMh t A MN*U of 92.01'11" a dLatmm at l2pLd frtl :trot) tangent to u Y • bm, 33.17 feet to the hepsniaq of • tzn aaw eso the slga hImm • ze6lva of No foot: thi Lrecly a:aq Sao , tlaavpl a cvotryl aW1M of 30.26']%•, a diataooe of 423.15 feat: the tmmot m Maid rive lardy B6=4i..e Meet, 1142.95 fsrt to a pout oa ttr UM line d aid 6,14, 14, 7blrlst# 13 kuth, UDW 4 Wm, Mc %eca.a++w Sam and ridd.m, distort tbW= /oudh OVSO'26. 1rMC 16M. 15 Pant fora thm hr=mst alas of said Test =m 14. acid 9a'.re LM ooattLxta !}3:.116.17 and b1, 692, 10.1.22 of mid dlsw.... =amv_mtg Qrld ime 6. f, R {epRpHD RWYbrrm .. ' I49 W- 341925 �.arf.•e. .aarem ..4 .� _ 1931 ZP —i PH 1125 r w. HUMD. "QUIIR v: J gum L4340 ClHD I 1 UP area seen G.wat M. "o u sneer em • W D,r� Gur.ea Mw1 elwCt wean.[ TMfe yM[ 1011 RtL0.10aY U{t I ,„a.rr.�.k.0el.nt.RLtpounl_transfer R.,ea Mr, Janes Horne an ran new .t ylvpeelr r.errred. were. 902 Encinttss Blvd. M a Encinitas. CA 92024 L_ J ... _. ww Cnc Snitas „aa` 2?v_1'll_2e_ Grant Deed rw,a w,w, rwra,m w uuroea.w uuo nn.e am.wv e1 ..w wm roft A VALUABLE CONSIDEIIATION, reealpl of a►Ich b hereby ed"W -urged, JAMES E. HORNE end EUGENIA S. HOSNE, Husband and Wife, hereby GRAf1'r(S) w JAMES EARL HORNE as Trustee of tbs HORNE FAMILT TRUST under Declara- tion of Trust dated August 30, 1984 Ih .r.119.inRduaib.dr.Jpegeny1nlS4 city of Encinitas muery ar San Diego , Ran of Cie fear!.: That portion of the S1 of the N; of the Si of the SV} of the NV} of the NV} of gctlon l4 T13S ROW, San Bernardino Meridian, San Diego County, Scote of California, according to official plat thereof which lien Southerly of the following described line: couencin`` at tan the 3/8' iron pin u r41ng tKo NV corner is of Section 14 record J A SE_ HORNE TITS 14'd Bernardino n. +n nr uuroNnu tnLNT'or can Di eon___} v' Meridian as sold iron pin shown on rlpri a .N h4W I. W IV wd C.." W Swa MnnaJir of Surrey ho. 4912 filed in the office of the county recorder of _ son wT.Rr ■4L said county on 3117/39, thence SI'34'11" V along the V line of sold S 7., C, r ',V I=TED Section 912.27 feet to the truo point of beginning, chance SB8124'41" `7:- E 637.90' more or lass to the east line of SV} of NVj of NV; of sold■. r..r . r•.w41 .r n.,., Section 14. 1 Too n.i„ r...,. J A SE_ HORNE n. +n nr uuroNnu tnLNT'or can Di eon___} v' ,R Q X "` � `ea' „` EUG Alf S. ` Wd. LM- rlpri a .N h4W I. W IV wd C.." W Swa MnnaJir eMES h: RNE n _ •rEA'_A� NOR _ son wT.Rr ■4L 71TAMP _��a+'OFF:CIAL S 7., C, r ',V I=TED uF.: nT'.n NOLCwt.u'e:iw `7:- _ ^nt -" —_ V T eJa :'.. real. ..n ;.•o...r G{fi13i�• r..r . r•.w41 .r n.,., Too n.i„ r...,. -?a a's own. Grant Deed hunbund u,,d wife, . ....... ... .. MR A VALUAPAS CDMDMTM "mWPj 6, W" b 6mby mft�q Jlvrwby Crow U— ." .. .. .... . ..... _4)Aabend u.nd tm wa l a" ..... .. . . ........ Cw r 0 1 . ....... of t:,, jouth Ulf or t�.s jouthwent the --Orty-.jojt uOrtar of the Northwaut "':I*tC.-, -nd t...,j CUVierly 40.5 feet of the jouth if � - t -a --orvp X- ir of the •awtbw*g% 0A n - OrT.;rie:lt ut;rter of ths rorth"jt Uarter ,r ter Vatic , Il --'ourteen5.T�Zynahlp Thirteen jouth, vrAT% or cAurox.vtA c"w7y Or 64" . .... %—n ►bOa In 4W fw "W C~y j S., Lb- PWIIZ-wb— 11-LA- dw b-ad md irr . L (14 C-M" get -Azv-1 ". 601snon To WA= wnO POO *60040cws U" 128G30 t CW = -r- ATImsra musamMari SEP 14 W6 d AX 1 us -13 j� ,- ! SHY 2Of2 „�[I - 1 0 � f MK ss1/ IS 1• •• 1 .4 I ) N 162$9 O 411 A L • .MIZ tIt _ jS".2 I.If AC .. b` O Ij - 7 sO ; • •• ) Q )R � SI Nh WIYIS.,f J = !, , Ef.c O.b w4 )•R O.SOAt. ! o y - � w 2 IaR S 1 R .• wrax loaf R.... � f N 0 vp a PAR. .. .... .. �u•)uu.f ........... .. ` S N' CM � ...r .. u -.(••J T !.c N p r � MPEIi IOSIITIR ;OT Ob. V L T \ • Ill "033 PAR I �I SITY.I IM MR •N SS Y.l .If..A•.o 4 r.....::. N . rr. wv Nli• •i, lS/ Y b{r. -.: 1. b 1 ~ , SEC 14 - TI1S-R41 POR M 1/4 U. bLLR •.,.r..)ylsw•s •1• ,. no n n - �)) w) YYff. l« .,r.Saa Ilfwlu ta. LS 354 ROS e347.954e)I1718 COMP -EIJS TEL NO.741656R OCt 16.97 7:35 P.01 NORTH COUNTY COMPACTION ENGINEERING, INC. This agreement, entered on October 14, 1997 is by and between North County COMPACTION ENGINEERING, INC and their client and /or representative. CLIENT: toe Cordova c/o San Dieguito Engineering (4tin• Ivan Fos) ADDRESS: 4407 Manchester Avenue F.nc'ni as CA 92024 PHONF(S): To (7601436-7393 CLIENT and /or REPRESENTATIVE: Signature 1. GENERAL North County COMPACTION ENOTNEERING, INC. has been retained to provide soil testing and inspection services at: e=nsed NtirserX OM Rneinitnt Blvd Encinitas CalifC�_ — 2: SERVICYS Our services will be to conduct a preliminary soils investigation and provide the following! A). Determine the physical properties of the prevailing soils, including their supporting capacities and settlement characteristics. B). Provide design information regarding site preparation, site grading, and pavement sections. (Time of intent for rcpnrt; approximately two weeks). 3. TERMS The client agrees to pay North County COMPACTION FNGINEERING, INC., In accordance with the following terms: Xk a 100% due at delivery of final report = $2000.00 After 30 days from invoice date, the unpaid balance shall accrue interest at two percent (2%)13,-.j month until paid in full. Should litigation become evident, we agree to arbitration. All attorney fees and eoutt costs are to be assumed by the project owner. Client agrees to reimburse, and /or hold harmless, North County COMPACTION ENGINEERING, INC., for costs incurred as a result of unforseen conditions which may occur and not be within reasonable control. We assume the on -site safety of our personnel only. We cannot assume liability of personnel other than our own. Furthermore, it is the responsibility of the owner and contractor (or their representative) to insure operations are conducted in a safe manner and in conformance with regulations governed by CAL -OSHA and /or local agencies. From a liability standpoint, it will be necessary to complete this agreement before we can proceed with our services. If you have any questions, please do not hesitate to contact us. The opportunity to he of service will be sincerely appreciated. Respectfully submitted, Nortb County COMPACTION ENGINEERING, INC. Ronald K. Adams President P. OX 302002 • ESCONDIDO, CA 30 , (760)480.1116 Vf T r t 4"4 1, SCRIPTION . 931)3976.14 e North half of the South half of the Southwest Quarter of the Northwest f the Northwest Quarter of Section 14, Township 13 South, Range 4 West, trdino Meridian, in the County of San Diego, State to United States Government Survey thereof, of California, Of with that portion uth half of the North Half of tite Southwest Quarter of tite Northwest E tire Northwest Quarter of said Section 14, lying Southerly of the described line: ; at a 5/8 inch iron pin marking the Northwest corner of Section 14, 13 South, Range 4 West, San Bernardino Meridian, as said iron pin is record of Survey No. 4922, filed in the Office of the County Recurcler runty, on March 13, 1959; thence South 1 °34'13" West, along the West id section, 922.27 feet to the TRUE POINT OF BEGINNING; thence SVulh East, 657.90 feet, more or less, to the East line of the Sotltll%le$t the Northwest Quarter of the Northwest Quarter of said Section 14. THEREFROM that portion lying within the Easterly 50.00 feet of ticat the South half of the North 11: 1 f of the Southwest Quarter of the quarter of tite Northwest Quarter of said Section 14 lying Northerly of 10.50 feet thereof. INC THEREFROM that portion lying within it strip of land 102 feet Slide, each side of the following described center line: t a point on the West line of Section 14, Township 13 South, Range 4 :ruardino Meridian, distant thereon South 01°34'13" West, 1160.24 feet >rthwest corner of said Section 14, said point having coordinates 1 and E- 1,686,903,13 of the California Coordinate System Crid Zone 6, t 25 °07'59" East, 339.46 feet to the beginning of a tangent curve to ruing a radius of 800 feet; thence Southeasterly, Easterly, aril ly along said curve through a central angle of 92 °08'14 ", a distance 'eet; thence tangent to said curve North 62 °43'48" East, 313.32 Leer 11111119 of a tangent curve to the right having a radius of 800 feet; r]y along said curve through a central angle of 30 °26'56 ", a distance et; thence tangent to said curve South 86 °49'16" East, 3342.85 Leet :1 the East llue of said Section 14, Township 13 South, Range 4 41Sat no Base and Morldian, distant thereon South 00 °50'26" West, 1686.15 e Northeast corner of said Section 14. Said point has coot'di na try and E-1,692,165.22 of said California Coordinate System Grid "Lone IG one -hal E of any minerals and /or oil which may be ruined as .t'eservud dell October 14, 1940 in Book 1079, Page 21.3 of Official Rvcurds. -77 I '" 7 o I I l7i7 SH 1 : IT • SOUTHERN CALIFORNIA SOIL &TESTING, INC. 6280 Riverdale Street, San Diego, CA 92120 P.O. Box 600627. San Diego, CA 92160 -0627 619 - 280-4321, FAX 619 - 2804717 April 23, 1998 Mr. Merle E. Minks, Attorney in Fact 22722 Via Barcekina South Laguna, California 92677 SCS &T 9811103 SUBJECT: Update Report and Review of Grading and Improvement Plans, Proposed Eight Lot Subdivision, Rancho De Mayo, Tract 92 -108, Encinitas, California.. REFERENCE: 1) Report of Geotechnical Investigation, Proposed Eight Lot Subdivision, Tract 89 -109, County of Can Diego, dated February 12, 1990, by SCS &T. 2) Grading Plans, Sewer Improvement Plans and Water Improvements Plans, TM No. 92 -108, dated April 1, 1998, by San Dieguito Engineering, Inc. Dear Mr. Minks: In accordance with your request, this report has been prepared to update the above referenced geotechnical report for the subject 8 -lot residential subdivision. It is our opinion that the recommendations contained in said report are still valid and that the report may be used to develop the site as planned. It is further our opinion that the subdivision grading plan, which is limited to the grading necessary for the construct the street for the access to the lots, conforms with the geotechnical recommendations contained in our report. It can be noted that no grading on the lots to develop building pads or access driveways is shown on the subdivision grading plans. In addition, the sewer improvement plan and water improvement plan also conform with our recommendations. If you have any questions after reviewing this report, please do not hesitate to contact our office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL & TESTING, INC. C� Vt- -tom Charles H. Christian R.G.E. 900213 cc: (3) Submitted (3) San Dieguito Engineering, Inc. MARCH 12, 1998 SIDE 4409 EXHIBIT "A" LEGAL DESCRIPTION STREET DEDICATION PERMIT NO. 53541 DCD -97 -57 THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF, SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY THEREOF, DESCRIBED IN DEED TO JAMES EARL HORNE, TRUSTEE, ET AL, RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY APRIL 5, 1993 AS DOC # 1993- 0207591 OF OFFICIAL RECORDS LYING WITHIN A STRIP OF LAND, 62.00 FEET IN WIDTH, THE SOUTHWESTERLY LINE OF SAID STRIP OF LAND BEING THE CENTERLINE OF ENCINITAS BOULEVARD ACCORDING TO ROAD SURVEY NO. 458 -66 APPROVED DECEMBER 18, 1967, A COPY OF WHICH IS ON FILE AT THE OFFICE OF THE CITY ENGINEER'S OFFICE OF THE CITY OF ENCINITAS. FILE: L: \1DATA\ SURVEYS \4409SURV\4409DEDICATION.WPD RIGHT OF WAY DEDICATION PLAT EXHIBIT A N00'44'51' E 207.02' t ® m SCALE 1' = 50' i7 rn 0 M N M rq APN 259 - 131 -28 W O ip PROPOSED to 3 11' WIDE RIGHT —OF —WAY w b, DEDICATION z Lo co0 bo z r A = 01'02'09" i R = 851.00' L — 15.38' N� N0 0 2 70 2'550E 1.3' wm rams � to owo4 a a ntm ptty tttta LMO SAM MM DEDPLAT.DWG. SCALE: 1• =50', DATE 03 -11 -98 WE 4" 12:50 PH PDT 04/21/98 CHICAGO TITLE - CUSTOMER SERVICE 925 8 STREET SAN DIEGO, CA 92101 Phone (619)239 -6081 F A X C 0 V E R S H E E T Page 1 be The materials enclosed with this facsimile transmission are private and confidential and are the property of the sender. If you are not the intended recipient, be advised that any unauthorized disclosure, copying, distribution or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this facsimile transmission in error, please immediately notify us by telephone to arrange for return of the forwarded documents to us. TO: BLAIR KNOLL FROM: STEPHANIE COMPANY: CHICAGO TITLE - CUSTOMER SERVICE PHONE: (619)239 -6081 SENT ON: Tue Apr 21 11: 24: 12 1998 NUMBER OF PAGES (INCLUDING COVER): 4 COMMENTS: PLEASE CALL NUMBER ABOVE IF FAX TRANSMISSION IS INCOMPLETE. 12:50 PM PDT 04/21/99 RECOROINa F*OVtSr6D BY 126 �111D MEN RECORDED MAIL Tn9 DEED AMID. UNLEW OTNEA- WIaE S"O"N BELOW. MAIL TO STA-EMENTD TO. Kka"i MR. AND MRS. JAMES Z. HORNE AIAPiia 901 Eucini tag blvd. crtva Encinitas, CA 92024 ST-TV ZIP Tfua Once, No DOC ft 1993 - 0207591 05— APR -1993 0811 API OFFICIAL REENZ sm D1EG0 cuTY RECORDER'S DFFIf1 fMTR We WOV RECORDER RF: 5.00 FRS: 21.00 AF: 5.00 OC nF: 1.00 DF: 10.00 SPACS ABOVE TIES LIM POP REC.OROM'S MR GRANT DEED The undenignd docbua than the dacurrcnury uulrfcr hu is S NONE - VFSTTNC, CHANCE ONLY _ s,a is I I cnmpaud on the full value of the inform a property conveyed, a u I : cnmpttmi nn me Adl value loss she value of liens of encuouxarcea retuainlug fheteoft at the tune of sale. The kud. renanwgs nr really is Wiwi In Xuuuwtµetid atu _ 'ay of..... ..... ........ ........ - - -- -And I:OR A VALUABLE MNSIDERATION, rusipt of which iA hefcby mckrhmsldgd, JAMES EARL HORNS, as TLUataa of LI* Ibma Family Tivat yyW" Lealaiallon of Rust dettW Auguat 30, L964; JAMES E. KORXE AND FHANCEb M. if --- E, as '-- -titsatet6f the Jana E. Horn Rasvcable Trust Agremmt dated April 9, 1991; JAMES E. HORNE, u Trustee of the Home Realdual Trust racer Agre t datb 8130/196:; .it,LlFt' � �e �'hdaettnaarttar of rlr Janes F. Norn. RernrwDle Tnet under AETewlshr. Mral April % 1991 AND J�MG JAMES E. HORNE AND FRANCES K. HORNE, Husband and Wife as Joint Tannta an fallowing de ;Tibod real rngeiry in the couory of San Diego , "Ale of I- Alifnrn at All of LLC NusLII Half of the South Halt of the Southwest Quarter of the Northwest Quarter of the Northwest Quarter of Section 14, Township 1.1 South, Range 4 Lest, San Bernardino Meridian, AS MORE ChMPI.F.TF.LY T)F.SCRTRED ON FENTRTT "A" ATTACKED HRRRTO AND MADE A PART HEREOF. Mutuh 31, 1993 fe ,4--j 74 ES E. HO E,. STEE y AMES E. IfORNE, TTyVSTMASTER STATE OF CALIFORNIA y MCES M. COUNTY OF San nfeeo } 6.6. =cr. ei o" _ A i 1 1 199, ma, SL2ETTE LAr a "lle'v ly sPINSeN JA`fE5 €. HORNE AND FRANCES M. HORNF. A WlyRegrt/1RrRpflta:(or onnees is me on the base of weaskam a'Manq) to as ma parecI whose name(e) Hears subeenpd W the „eh.n .W,IAns,a and armowsedpao m ma mw aaYMAruy rae,nsd ow:aw,pr reullvusa capauydm). And UW Dy a astha111M Ir epnMSre(6) on the I.imnuman, me persee(a), a the wally upon bahall of on eh the pemn(al acted. araCNad mr InalrynNnr. MTVPSS ms he red officlM sad 6'gnstunt U'ET LA FOP NOTAM UAL OR STAMP MAIL TAX STA %MT. .S TO PARTY SHOWN UN POLLONINII LINE. IF NO PARTY SHOWN, MAR, AS O1KbL7EU AHOVL Amt .Aline Anew fir, h Sree OTC-101 (sa) Page 2 96 12:50 PH PDT 04/21198 f 127 LEGAL DESCRIPTION EXHIBIT "A" ORDER NO. 9303976 -N Page 3 Sd All of the North Half of the South Half of the Southwest Quarter of the Northwest Quarter of the Northwest Quarter of Section 14, Township 13 South, Range 4 West, San Bernardino Meridian, in the County of San Diego, State of California, according to United States Government Survey thereof, together with that portion of the South Half of the North Half of the Southwest Quarter of the Northwest Quarter of the Northwest Quarter of said Section 14, lying Southerly of the following described line: Commencing at a 5/8 inch iron pin marking the Northwest corner of Section 14, Township 13 South, Range 4 West, San Bernardino Meridian, as said Iron pin is shown on Record of Survey No. 4922, filed in the Office of the County Recorder of said County, on March 13, 1959; thence South 1'34'13" West, along the West line of said section, 922.27 feet to the TRUE POINT OF BEGINNING; thence South 88'24'41" East, 657.90 feet, more or less, to the Fast line of the Southwest Quarter of the Northwest Quarter of the Northwest Quarter of said Section 14. EXCEPTING THEREFROM chat portion lying within the Easterly 50.00 feet of that portion of the South Half of the North Half of the Southwest Quarter of the Northwest Quarter of the Northwest Quarter of said Section 14 lying Northerly of the South 40.50 feet thereof. ALSO EXCEPTING THEREFROM that portion lying within a strip of land 102 feet wide. 51 feet on each side of the following described center line: Beginning at a point on the West line of Section 14, Township 13 South. Range 4 West, San Bernardino Meridian, distant thereon South 01 °34'13" West, 1160.24 feet from the Northwest corner of said Section 14, said point having coordinates N- 321,949.11 and E- 1,686,903.13 of the California Coordinate System Grid Zone 6, thence South 25'07'59" Easc, 339.46 feet to the beginning of a tangent curve to the left having a radius of 800 feet; thence Southeasterly, Easterly, and Northeasterly along said curve through a central angle of 92'08'14 ", a distance of 1286.48 feet; thence tangent to said curve North 62'43'48" East. 313.32 feet to the beginning of a tangent curve to the right having a radius of 800 feet; thence Easterly along said curve through a central angle of 30'26'56", a distance of 425.15 feet; thence tangent to said curve South 86'49'16" East, 3342.85 feet to a point on the East line of said Section 14, Township 13 South, Range 4 West, San Bernardino Base and Meridian, distant thereon South 00'50'26" West, 1686.15 feet from the Northeast corner of said Section 14. Said point has coordinates N-321,316.35 and E- 1,692,165.22 of said California Coordinate System Grid Zone 6. 12:50 PH POT 04/21/99 LEGAL DESCRIPTION ORDER NO. 9303976 -N Page 128 ALSO EXCEPTING one -half of any minerals and /or oil which may be mined as reserved in deed recorded October lo, 1940 in Book 1079, Page 213 of Official Records. 3/25/93 do 4 fib 30" RCP Worksheet for Circular Channel Project Description 1.14 Project File untitled.fm2 Worksheet JUNK Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.013 Channel Slope 0.079000 ft /ft Diameter 30.00 in Discharge 49.30 cfs Results Depth 1.14 ft Flow Area 2.18 ft= Wetted Perimeter 3.71 ft Top Width 2.49 ft Critical Depth 2.29 ft Percent Full 45.68 Critical Slope 0.012567 ft/ft Velocity 22.57 ft is Velocity Head 7.91 ft Specific Energy 9.06 ft Froude Number 4.25 Maximum Discharge 124.01 cfs Full Flow Capacity 115.28 cfs Full Flow Slope 0.014448 ft/ft Flow is supercritical. FMAY t j 1 W27,96 Fksw er hb.it 02:19'.19 PM Haeslad Methods. Inc. 37 Brookside Road Waterbury. CT 06708 (333) 755-1666 Page 1 of 1 30" RCP Worksheet for Circular Channel Project Description 1.14 Project File untitled.fm2 Worksheet JUNK Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.013 Channel Slope 0.079000 ft/ft Diameter 30.00 in Discharge 49.30 cfs Results Depth 1.14 ft Flow Area 2.18 ft2 Wetted Perimeter 3.71 ft Top Width 2.49 ft Critical Depth 2.29 ft Percent Full 45.68 Critical Slope 0.012567 ft/ft Velocity 22.57 fUs Velocity Head 7.91 ft Specific Energy 9.06 ft Froude Number 4.25 Maximum Discharge 124.01 cts Full Flow Capacity 11528 cfs Full Flow Slope 0.014448 ft/ft Flow is supercritical. 1 MAY Z 7 W8 09r27M 02:19:19 PM Haestad Methods, Inc. 37 Brookside Road Waterbury. CT 067CS (203)755-16M 0� FkwvMaster V55.11 Page 1 of 1 EARTH AND TRAFFIC LOADS ON CONDUITS by DASEL E. HALLMARK, P.E. , Hydraulic Engineer Design Section and JOHN G. HENDRICKSON, JR. , P Water Resources Engineer Technical Services Section For4la,"U Ccm -en+ A ssocio, ! 1or) � -61998 FubIic Lori 0 - load an Pipe. MIL.F/f . of diom. TRAFFIC D-LOAD LOADS and CONCRETE PIPE $ELECTION CHART for conduits under minimum cover data: 4,000 Ib. per wheel (AASHO H -101 65 psi, fire pressure ASTM C-76 RIC pipe (D - loads to produce o 0.01 -in. crack) unsurfaced roadways ASTM tables i 01 I I t 0 6 12 16 24 30 36 40 depth to fop of pipe, in Fig. 20 Traffic D -Load loads and concrete pipe selection chart. pt-life pressure at Fig. 14 Live -load distribution on concrete pipe. ! ME at Fig. 14 Live -load distribution on concrete pipe. D load on p /Pe, IV /L F /1f of a'am TRAFFIC O -LOAD LOADS and CONCRETE PIPE SELECTION CHART for conduits under minimum cover data. 8,000Jb perwheet (AASHO H -20) 85pu, lire pressure ASTM C -76 RIC Pipe (D-loads to produce a 0011n crack) unrurloced roadways V V depth to top d Pipe, In FLg. ZZ Traffic D -Load. e" .e. eee w TRAFFfC D LOAD LOADS and CONCRETE PIPE SELECTION CHART for cunduils under minimum cover data: 6,00016 per wheel IAASHO H -15) n psl, fire pressure ASTM C -76 RIC pipe (D -loads la produce a 001 -in. Crack unsurfaced roadways depth to top of pipe, sn Fig. 21 Traffic D -Load. ASTM tables SAN DIEGUITO ENGINEERING, INC. ENGINEERS - PLANNERS SURVEYORS Iv.a R. Fa., P.E. January 7, 2000 Ham L. Momsm, P.E. SDE 4409.01 Gordan I- McEhny, P.L.S. Laurie Simon, Principal Planner CIVIL ENGINEERING City of Encinitas Fi�g,rce ^ng Slwa, 505 S. Vulcan Set %. M,.lysia Encinitas, CA 92024 Goal.., Plans lmf Imn^) ..' Plan D,nn.gc Plans RE: Permit No. 5354 -G SewerM4ur Lim Plans Ilyd- l,y(HydnuLcs SuL'ject: , Final Pad Certification cw,fa,Alion Adminauai„n P.rcmcni R<IVA,LIaxm K. nsr En" nng To Whom It May Concern LAND PLANNING The grading under permit no. 5354 -G has been performed in substantial Prt- As,.,silion Analysis t U. comalalron conformance with the approved Grading Plan or as shown on the attached As- EmlmamcnlalAnalysis Graded Plan. Gwcrn..' RdWions JAM Uw,van Tenmi.e M.ps Sincerely; Al.pe U. Nonil, San Dieguito Engineering, Inc s�iH. Pl.nf vaom s v.ri,,,a' Admlmorahsc Pron.t Annc,.u.nf Ivan R. Fox H.Wvy Ad,o.ne RCE 38144, Exp. 03/31/01 LAND SURVEYING Pmpemy SurvrYf President Togpr.phic.l Su O. - ConsuucaonSunu.g �t� \�� • FO� (h . . Records oI Survey VV t:gW Ucsfnptm„s C 38144 ^' SuAf�ismn M.p �. 1"n PAanvnls nolhl Ccndsn.s CWasual Surveys OF�F�`�\� PNpngnn�neuic SurrcYf (760) 753 -5525 • FAx (760) 943.8236 4407 Manchester Avenue • Suite 105 • Encinitas. California 92024 BARRY AND ASSOCIATES GEO TECHNICAL ENGINEERING P.O. Box 230348 Encinitas, CA 92023 -0348 (760) 753 -9940 November 6, 1998 Mr. Joe Cordova Cordova Greenhouse 720 Balour Drive Encinitas, California 92024 jM 20 Subject: COMPACTION TESTING, CURB, GUTTER AND SIDEWALK AND OBSERVATION OF THE STREET BACKFILL OF SLURRY MIX OVER SEWERS LATERAL 902 Encinitas Blvd. Encinitas, California Dear Mr. Cordova, In response to your request, we have observed the back - filling of the sewer lateral trench in the street right of way and performed field soil density tests for the curb, gutter and sidewalk on the above referenced property. The results of our density tests and laboratory testing are presented in this report. Based on our observations, it is our opinion that the fill was placed in an adequate manner and compacted to a minimum of 90 percent of the laboratory maximum dry density. If you have any questions, please contact us at (760) 753 -9940. This opportunity to be of service is greatly appreciated. Respectfully A.R. BARRY A cll(� A.R. Barry,' Principal En submitted, D ASSOCI �FQ110 R. coons Cps ee Ero. 221102 1 *_ CF .w� t► November 6, 1998 W.O. #G- 1618 -1 page 2 INTRODUCTION This report presents the results of our observations and field density testing of the subgrade soil for the new curb, gutter and sidewalk in front of 902 Encinitas Blvd. and the observation of sewer lateral trench backfill in the street right of way. The results of our in -place soil density testing are presented in Table I. LABORATORY TEST DATA The laboratory standard for determining the maximum dry density was performed in accordance with ASTM D 1557 -78. Field density tests were performed in accordance with ASTM D 1556. The results of the laboratory maximum dry density, for the soil used as compacted fill on the site, is summarized below: Description Lt. bn. silty sand Maximum Dry Density (p.c.f.) 125.0 EXPANSIVE SOILS Soils have an expansion potential in the low range. Optimum Moisture M 10.0 LIMITATIONS This office assumes no responsibility for any alterations made without our knowledge and written approval the subject lot, subsequent to the issuance of this report. November 6 1998 W.O. #G - 1618 -1 Page 3 If you have any questions call our office at 760.753.9940 Respectfully Submitted A.R. Barry and Associates Clik A. R. Barry r� 00119 .,P,� c Principal Engineer u� G Etp. X1}110] Test No. Cordova Greenhouse W.O. # G -1618 APPENDIX "A" LABORATORY TEST RESULTS TABLE I Field Dry Density and Moisture Content Moisture Dry Relative Test Content Density % Location Elev. % (pcf) Compaction 1 Curb and gutter surface 9.6 112.3 90.0 2 Side walk surface 10.0 119.2 95.0 C-11 0 m rn m m m C D m S mZ D � lr i D D Z _1 0 n 0 Im O t: f Z z D � r O D r Z O D 0 r a i D a 0 Orr Agency: L, Address: �f J 11111re ,-) //' ; Phone:633',�✓ %0f` Fax TRAFFIC CONTROL PLAN / PERMIT EXTENSION Jae LOCATIONS ^_Xdv) SAS 11011[ 1Q11E Px ntosl rx TO a/r1T art (5 -aL -C� C REota ceps STREET Iasi tleciE STREET sOMT am $CL'f� S: fKgv i�fL7a)ce �jpv C`i/�� eeAWe� SrfED 1, IT Y01r TO K OCK c z2 l *t 1 NCB rx ILIA:) a79 I r a ac 911104510110 I To W. Ea 2-() Deff EMTMETA 'b ,o N ) r`'1 REOUIREMENTS:9 L The contractor Is ra- sparslble for rIisior" the road bed to setisfactoy condition ehid .Ill In- clllde.but Is not Imtod tic poru+g, striping, markings. ssgnsllg.and loop detac- bon. 2. The Agway roser.as the right to obsrro these traffic control plains in operation and To slab change, as held conditions arrant. ADDefeE "Act �ci1Jf 24 1101,111 TELD10[ 7bv- 7S1-t1S7 3. Trench ill be backflfled or stool- plated drug son -sork- I^g hors. Stool plates still have e- phalllc reap on all edges. All Art, dot, and dehrls shall be reao.ed frog street at rd of each day rid at the end of the Job. The street shall be M drlrsoble condition at all use,. E. My cork that create an LinAss safety risk or crootes seer• congestion ill be shut down by the Agency. 5. A copy of all traffic regnrs- sants and traffic control plans Israd by the Agrlcy rnt be kept on the Job site. G App "al of this plan does not coneutote an official Pr- &Montact the Agency fair Information on obtaining e p ore t. is SUBJECT TO LOCAL AGENCY REQUIREMENTS. 7. All tra.el Ira, ill typically be a slnlnesa of 12 fast ides unless othrrlse appro.d specific- ally by the local lIwksdlcuen snot DATE ESTEM M 1 ro W. Em wTE rim :ITS. VATS. tr TELEhoE was sUMM 6 Flashing arroii boards e ragllred by 111e local Jurlsd cl. yarning m saries alga used in .ork tonss shall be Black on Orange. IL Cone and pylons shall Aare yell" roflacto,uad alee.@a a- long cMtarl". unite re- flectarleed sle.es along mt- side shoulder. It. if parking 1s all "d in d- rence .arnig Teo. advance rrning sign, shmid be eolllt- d an high le.al devices. SEE ATTACHED SHEET(S) FOR TRAFFIC CONTROL PLAN LAYOUT STANDARD DRAWINGS MAY BE APPLICABLE THIS TRAFFIC CONTROL PLAN IS NOT VALID UNLESS AN APPLICABLE PERMIT IS ATTACHED �j / 1 t�l it %I G� Q� O� �O Q ;/ G/ 5 See Chart "A" I See S S Chart "A" See Chart "A LEGEND • Traffic Cone or Delineator T Sign Direction of Travel ( Not a pavement marking ) E] Flashing Arrow Sign (Where Required) Refer to Page 5 to select Type A. Type I , or Type II . Y High Level Warning Device (Flogtree) — Barricade (For Excavation Only) Refer to Page 9 for Details on Type I , Type II . or Type III . Flogger Ah U L VZO W SEE TAPER FORMULAE See Chart A I min. INSTALL TEMPQRAR- Np PARMING SIGNS I (p FaR.yp) r._ C4 1. A Flashing Arrow sign shall be used for each lone closed. •2. Two lone closure signs (C -20) shall be used on the approach to o lane closure with speeds of 45 mph (70 Km /h) or greater. NOTE: This chart based on 12 —foot (4m) wide lanes. For lane widths greater than 12 feet (4m), use the following formulae. Toper formula: L = S x W for speeds of 45 mph or more L = S x 'S W for speeds of 70 Km /h or more. 0 L = 60 for speeds of 40 mph or less. L = W50 for speeds of 60 Km /h or less. Where: L - Minimum length of taper. S — Numerical value of posted speed limit prior to work or 85 percentile speed. W = Width of offset. •+DINE NORTH WITH A -N- ANa AN ARROW POINT i.e.: 50 mph and 19' lone. L = 50 x 19 = 950 feet i.e.: 60 Km /h and 6m lane, L = 6 150 2 = 144 meters CURB OR E.P. PA DYl ve, Lt/G %^ aCG esks 1411,1 opi5W WORKSITE TRAFFIC CONTROL PLAN SINGLE LANE CLOSURE ( RIGHT LANE ) R rvORE — CHART A — MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TRAFFIC SPEED TAPER LENGTH (L) DELINEATOR SPACING SIGN SPACING(S) (Km/h) (m) (m) (Aa +Rnce or Tpper h aet.ee signs± (m) 25 MPH (40) 125 Fl. (40) 25 Ft. (8) 300 Ft. (90) 30 MPH (45) 180 Fl. (55) 30 Fl. (9) 300 Fl. (90) 35 MPH (50) 245 Ft. (75) 35 Ft. (11) 300 Ft. (90) 40 (60) 320 Ft. (100) 40 t. (12) 320 Ft. (100) e45 MPH (70) Fl. (165) 45 Ft (14) `540 Fl. (165) M H (80) Ft. (185) t. (15) 1. (185) e55 +MPH (85) 1000 Ft. (305) 50 Ft. (15) 750 Fl. (230) r._ C4 1. A Flashing Arrow sign shall be used for each lone closed. •2. Two lone closure signs (C -20) shall be used on the approach to o lane closure with speeds of 45 mph (70 Km /h) or greater. NOTE: This chart based on 12 —foot (4m) wide lanes. For lane widths greater than 12 feet (4m), use the following formulae. Toper formula: L = S x W for speeds of 45 mph or more L = S x 'S W for speeds of 70 Km /h or more. 0 L = 60 for speeds of 40 mph or less. L = W50 for speeds of 60 Km /h or less. Where: L - Minimum length of taper. S — Numerical value of posted speed limit prior to work or 85 percentile speed. W = Width of offset. •+DINE NORTH WITH A -N- ANa AN ARROW POINT i.e.: 50 mph and 19' lone. L = 50 x 19 = 950 feet i.e.: 60 Km /h and 6m lane, L = 6 150 2 = 144 meters CURB OR E.P. PA DYl ve, Lt/G %^ aCG esks 1411,1 opi5W WORKSITE TRAFFIC CONTROL PLAN SINGLE LANE CLOSURE ( RIGHT LANE ) R rvORE (POTA:& R METER EXISTING UN KVR—EDW 0P. ETE. TH IAE. PT. REVENEIE N G.� PROTECT R. PLACE EXISTING METERS. .E.— —ER DISTRICT IS TO A EST 11 PIEF— EXI-ND — 1. NEW —.- EXISTING - ROAD —U.ER, IN PAID. OF — ARNRIDE. ET Al AS FRE NO. 3681. AND 36611 OF O.R. GATED, ANA.I-I 1T• 1147 A .1 OF E-1— E' WIDE CL OF U.—PA. A—E 1ASENEUT EXISTING FIRE 'i S E E EASEMENT R ED 1. .. ST. PAGE 190 OF DEEDS H—T REc IN —P i616. PA., I. OF DEEDS DATED: JANUARY 19, 1937 DATED : SEPTEAQIER 3, 19M N OF "DOTAO sD.caE U UUTE I PAEE1EA` DATED, DEEUIISE(l 0. 1.61 1 N A. PRO PR 41 17, EXISTING El WIDE S.-E OUIETTE EASEMENT R -EiP '-RIIEG E-111 All.; JANITADI I— 11D .1 'O` A SEDGE OF A S TOR 1— A- 9 UP RIG I- -R., 1. IS UP RIG -0 C�PAUTFN'K,, SCALE p PD C DO 1. AREA 'SEPTIC TARN 240.83' N WE 4 FOR STORM SEE STREET DRAIN PROFILE IMPROVEMENT PLANS NO. 5354-i I... COI. � .1 GAN .,ED. —N—T RS ".-.A) CONSTRUCTION NOTES (D AC PAVEMENT PER SOILS ENGINEER'S L)I ETNIG FIND REC. — CATION. HYDRANT O AU NOWNDRAN PER CGRED — D-22 z CONSTRUCT CONO GROW DITCH PER SO— NO, U-75, Do CONSTRUCT AC BERM IFN SORSO 2, No .-S. —C "A A C7G DO 272- CONNECT 1S.-GED — —N TO —N. EXISTING ORIJORD CAP z CON SURFACE PROVIDE NO CAPE 5— EX -14 2-1 2'. , F)� CONE SURFACE AND PROPOSED SNOW DITOTL DO, 4 €L =266 OD 0 LAI 6 EXISTING fORIOAH N AND WATER SERVICE LINES, i - GONTFWCTOR TO ADJUST AS NECESSARY TO ACCOMMODATE 200 212 IEU END—E. CONO 11c, T — DO 21 IT 240.0 Z 2 232.� GRADE 1 228 W NG -EEPEAGEPT TO - 0 220.D0 2 ,1 0 40,.Q 1— 0 1 IEG 0 2.. OF .0 2SE.1 lo -'Eo,Q �D6- SAN DNEWITO ENGINEERING. INC. SECTION A -A "I "I NJ)' B�UILT- 11- _ < FIIENE HW) 153— VURT= BY; pa LAND DENSITY TEST LQCATIQN PLAN ------------- E x' 8U*WEYM SmSQ.S APPROVED DATE REFERENCES DATE BENCH MARK NA SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGIIEFFRING DEPARTMENT DRAWING NO. DISCII,— 111'1.1'.UAE M0'N'O11NT Al P�5 PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: ,.,R, All C OF E.. I ANE !L-40 APPROVED 81 DATE, & ENCINITAS a D HORIZONTAL GREENHOUSE AND NURSERY SALES SITE BY: CO NI'l OF SAN DIEGO 5L-. NO. :3§14j_ BY, — Iff. 902 ENOWITAS SGUEEVAND 5354-6 E-- 2OTS4 N/A IVAN E, CIA —A EXP, DATE; -U DATE.: NAL) 53 KSA� APR/ 259-131— PROJECT NICE M.I.P. R) -OJT SHEET 2 OF 2 FU NO. 4409 U`) C4 un No to 10 BARRY AND ASSOCIATES GEOTECHNICAL ENGINEERING P.O. Box 230348 Encinitas, CA 92023 -0348 (760) 753 -9940 August 14, 1998 Mr. Joe Cordova Cordova Greenhouse 720 Balour Drive Encinitas, California 92024 2 Subject: ROUGH GRADING REPORT KEt4;GM;EEFtiNG SER\ P roposed greenhouse F ENCINIT, 902 Encinitas Blvd. Encinitas, California Reference: Report Of Geotechnical Investigation at 902 Encinitas Blvd. Encinitas, California Prepared by AdTech Engineering, Inc. Dated: October 29, 1998 Dear Mr. Cordova, In response to your request, we have observed the grading operation and performed field density tests on the above referenced property. The results of our density tests and laboratory testing are presented in this report. Based on our observations, it is our opinion that the fill was placed in an adequate manner and compacted to a minimum of 90 percent of the laboratory maximum dry density. If you have any questions, please contact us at (760) 753 -9940. This opportunity to be of service is greatly appreciated. Respectfully submitted, A.R. BARRY AND ASSOCIA FE P. <�c� A.R. Barry, G00118 m Principal En nee K Ezp. 3/31102 'r5, c07-ECH'tkx a' P �`OPCAUFOR ROUGH GRADING REPORT Proposed Greenhouse 902 Encinitas Blvd. Encinitas, California 92024 Prepared for: Mr. Joe Cordova 720 Balour Drive Encinitas, California 92024 August 14,1998 W.O. G- 1618 Prepared by: BARRY AND ASSOCIATES P.O. Box 230348 Encinitas, California 92023 -0348 August 14, 1998 W.O.# G -1618 page 1 INTRODUCTION This report presents the results of our observations and field density testing of the grading project for the proposed greenhouse. The project cor.s'sted of: 1. The overburden soil for the storm drain adjacent to Encinitas Blvd. was removed and re- compacted to 90% compaction. 2. Removal and re- compaction of approximately 3 to 4 feet of loose soil between -he storm drain and the bottom of the southerly facing slope. 3. Cutting and "fling the southerly facing slope with a 5% slope to the south -or the construction of the greenhouses. The results of c--,r observations and in -place soil density testing are presented on Table I. LABORATORY TEST --ATA The laboratory s-andard for determining the maximum dry density was performed in accordance with ASTM D 1557 -78. Field density tests were performed in accordance with ASTM D 1556. The results of the laboratory maximum dry density, for the soil used as compacted fill on the site, is summarized below: Description Lt. bn. silty sand Maximum Dry Density (p.c.f.) 118.0 Optimum Moisture A) 11.5 Gray & bn. silty sand 120.0 11.0 August 14, 1998 W.O.# G -1618 page 2 EXPANSIVE SOILS Pad grade soils have an expansion potential in the low range. DISCUSSION The following is a discussion of the grading operations, as they were performed on the site. 1. The site was cleared and grubbed and all deleterious material hauled off the site. 2. Fill soil was placed in lifts of approximately 6.0 to 8.0 inches thick. 4. The soil was moistened, mixed as required to achieve optimum moisture content, and compacted by track mounted and rubber tire earth moving equipment. RECOMMENDATIONS All recommendations made in the Preliminary Geotechnical Investigation are applicable. INSPECTIONS All footings excavations should be inspected by this firm, prior to setting form work and preferably during excavation. Cordova Greenhouse W.O. # G -1618 APPENDIX "A" LABORATCRY TEST RESULTS ,ABLE I * Soil type B, #6 -10 Soil type A. #1 -5 Field Dry Density and Moisture Content Moisture Dry Relative Test Test Content Density % No. Location Elev. % (Acf) Compaction 1 Trench Backfill 224' 13.6 108.7 96.8 2 Trench Backfill 225' 18.1 112.2 97.3 3 Trench Backfill 226' 16.3 108.9 92.3 4 Trench Backfill 227' 18.2 114.2 96.8 5 Trench Backfill 227' 16.2 114.9 97.3 6* See Plan 225' 15.0 115.5 92.3 7 See Plan 226' 13.9 112.0 93.3 8 See Plan 228' 13.1 111.4 92.8 9 See Plan 227' 13.6 109.0 90.9 10 See Plan 228' 14.3 109.8 91.5 11 See Plan 228' 13.9 107.5 89.6 * Soil type B, #6 -10 Soil type A. #1 -5 August 14, 1998 W.O.# G -1618 page 3 LIMITATIONS This office assumes no responsibility for any alterations made without our knowledge and written approval to the slope or pad grade cn the subject lot, subsequent to the issuance of this report. Any grading not shown on grading plan is not our responsibility. If you have any questions, please do not hesitate to contact us at (760) 753 -9940. Respectfully submitted, (A..�R .. SBA AND ASSO PR S/0 6I i / \ \i R. A. R. Barry v~i `�0 G00119 c Principal Eng ee w CG Exp. 3131102 J'r cFOTECAOC a\N 4 OF CAOF A d Tech Engineering, Inc. 8680 Navajo Rd., Suite 218 San Diego, CA 92119 Tel: (619) 589 -1828 Fax: (619) 589 -0128 _tl IuU�„1j U V� 'DEC 011997 v REPORT OF GEOTECHNICAL EERINC�SEVOC'Es INVESTIGATION OF THE PROPERTVi of04r, JtAmPs 902 ENCINITAS BOULEVARD ENCINITAS, CALIFORNIA PRESENTED TO: Mr. Joe Cordova Cordova Greenhouse 720 Balour Drive Encinitas, California October 29, 1997 Ad TeCh Engineering, Inc. 8680 Navajo Rd., Suite 218 San Diego CA 92119 Tel: (619) 589 -1828 Fax: (619) 589 -0128 October 29, 1997 Mr. Joe Cordova Cordova Greenhouse 720 Balour Drive Encinitas. California FILE No.: 97080 Subject: Report of Geotechnical Investigation for Proposed Development of the site located at 902 Encinintas Blvd., Encinitas, California. Dear Mr. Cordova: AdTech Engineering has performed a geotechnical investigation and soil testing for the subject property per your request. The purpose of the investigation is for the development of the property and construction of a parking area. It is our opinion that the site is suitable for the proposed development provided that the recommendations contained in this report are implemented in the design and construction. Enclosed is the report of this work. Should you have any questions regarding this report, please call me at your convenience. Sincerely, Ziad Bayasi, R.C.E i M1f�7 1 I.f Table of Contents Introduction.................................................................. ............................... 3 Scope.......................................................................... ............................... 3 General Description of the Property ............................ ............................... 6 Site Visit and Investigation Findings .............................. ............................... 6 Soil Formation of Site .............................................. ............................... 6 Faults and Ground Shaking .................................... ............................... 7 Groundwater............................................................ .............................11 Description of Soil Testing and Results ..................... .............................11 Conclusion and Recommendations ................................ .............................12 Grading..................................................................... .............................12 SitePreparation ................................................. .............................12 OversizeRocks.. ............................................................................. 13 SurfaceDrainage ............................................... .............................13 Earthwork........................................................... .............................13 Foundations.............................................................. .............................13 StructuralSetback .............................................. .............................13 General.............................................................. .............................13 Reinforcement.................................................... .............................14 Slabon Grade .................................................... .............................14 Settlement and Expansion Characteristics ......... .............................14 Slopes................................................................ .............................15 Pavement........................................................... .............................15 RetainingWalls ......................................................... .............................15 Limitations....................................................................... .............................16 Appendix 1: Boring Logs and Sampling Appendix 2: General Earthwork and Grading Specifications Appendix 3: Homeowner's Guidelines for Slope Maintenance AdTech Engineering, Inc. 902 Encinitas Blvd. 97080 REPORT OF GEOTECHNICAL INVESTIGATION FOR PROPOSED DEVELOPMENT AT 902 ENCINITAS BLVD. ENCINITAS, CALIFORNIA Introduction This report represents the results of our geotechnical investigation of the property located at 902 Encinitas Boulevard, Encinitas, California. Site location /vicinity map is shown in Figure 1. It is our understanding that the site will be developed to become the site of a greenhouse and nursery sales. A parking area is also planned for the site. Grading will be performed at the site in order to obtain the necessary surface area needed to accommodate the proposed site improvements. Scope This investigation consists of: surface observation, subsurface exploration and sampling, collecting and testing of disturbed and undisturbed samples representative of field conditions, analysis of findings, and report preparation. The property was measured to locate the site of the proposed structure according to the plan provided. Several representative samples were collected from the property in order to determine the properties of the soil at the site. 3 Ad7'ech Engineering, Inc. 902 Encinitas Blvd. 97080 \/,p fi- MM vY mSIA MI r A LA mo LA 35 A 36 '• " er �p Cr A, LZ 50 Y " � g L Y Oi - a � 'rte � l 1• fYl J WW ..._ IEPM nsrA� kF�" R s aW1w }} Hurt AV 1 A • R 1 tiro t,m rrwtclY �= Y 1 ' I frA Lam[ BLVD — _ lE c BlYO u 1 t Im too �� e I 1 I N. 5 ir1s r o `n erKH f 4 11P R gIN i -{ �1I, r na rr {, a B TI 1 WAS R '. �\ i - m'rIIGI ��w° 'g nax 20.` — ■fir r3�+i�s . .A�i fY3 ENQNTTAS s iggqrM ` 'g L ENEINITIS nAC. BLVD• rAmo♦'m ,'' 8 Pm ,sm IA or o P •° 1 f _ _ _ III . o PrPC •�8 1rn n 15 >r •l tin St, r nq T 0 .xEml* n< Figure 1. Site location /vicinity map. AdTech Engineering. Inc. 902 Encinitas Blvd. 97080 The purpose of the present report is to provide soil parameters for the grading specifications as well as design parameters for the proposed development. Specifically, the following tasks were performed: • Site visit including surface and subsurface observations of the soil conditions at the site. Obtaining representative samples. Soil samples were obtained from the location of the proposed structures. • Testing of soil samples in the laboratory to obtain the pertinent engineering properties of the various soil strata that will influence the proposed development. Such properties include friction angle, cohesion, allowable bearing pressure, expansive characteristics and settlement potentials. • Evaluation of field and laboratory data as well as literature review to develop soil engineering criteria for the site. • Addressing potential construction difficulties that could be encountered at the site. • Recommendations of the appropriate foundation system for the anticipated type of structures. 5 AdTech Engineering, Inc, 902 Encinitas Blvd. 97080 General Description of the Property The subject property is approximately rectangular in shape and located at 902 Encinitas Boulevard, Encinitas, California. The property has an area of approximately 1.5 acres. The site is relatively flat at the southern boundary of the property. The remaining portion of the property slopes downward to the south at a gradient of about 15 %. The property is bounded to the north by a developed property, to the east by existing residential properties, to the west by Princehouse Lane and to the south by Encinitas Boulevard. Vegetation at the site mainly consists of brushes, grass and trees located throughout the property limits. Site Visit and Investigation Findings The site was visited by AdTech Engineering on October 23 to perform our investigation. The property was measured to locate the site of the proposed structure according to the grading plan provided. Several representative samples were collected from the site for our analysis. Furthermore, literature review of the geologic formation of the site was conducted to assess the pertinent conditions of the property. SOIL FORMATION OF SITE The topsoil was found to a depth of 12 inches and in some areas at depths of 2 feet. Such soil consisted of mostly sand with some silt, tan to brown, loose. Brown silty sand, loose /dense, soil was found to a depth of 3'. At greater depth the soil became brown silty sand, moist, dense with some cementation. Such soil was encountered to an undetermined depth. Such soil is a terrace deposit common to the area. Relative compaction appeared to be increasing with depth in the Terrace Deposits. AdTech Engineering, Inc. 902 Encinitas Blvd. 97080 Such deposit were consistent throughout the property. This formation is considered stable and suitable for the proposed development. The boring logs more specifically describe the soil at the site. FAULTS AND GROUND SHAKING Figure 2 illustrates the locations of major seismic faults in Southern California. Elsinore fault is approximately 25 miles from the site, San Jacinto fault is approximately 45 miles from the site, Rose Canyon fault is about 12 miles from the site and Newport- Inglewood fault is about 15 miles from the site. The following table includes the maximum probable Richter earthquake magnitudes for the faults mentioned above. Fault Zone Distance (Approx.) Maximum Probable Earthquake Peak Ground Acceleration Elsinore 25 miles 7.5 magnitude 0.058 San Jacinto 48 miles 7.5 magnitude 0.02 g Rose Canyon 12 miles 6.4 magnitude 0.5 g Newport Inglewood 40 miles 7 magnitude 0.05 g Rose Canyon and Newport- Inglewood faults are not expected to generate major earthquakes. Most of the ground shaking at the site would be generated by major quakes at Elsinore fault or San Jacinto fault. Figure 3 contains the locations of semi -major faults in San Diego County. None of the faults represented in Figure 3 has been active in the past twenty years. Even though this site is not adjacent or close to an active fault, proper precaution need to be taken for earthquake design of structures and retaining walls. 7 AdTech Engineering, Inc. 902 Encinitas Blvd. 97080 Different faults in San Diego County have different zone slip rates that vary from very low to very high rate of activity. AdTech Engineering, Inc. 902 Encinitas Blvd. 97080 �d CY7 r0 0 IAN DIEGO U.S.A. MEXICO Figure 2. Major seismic faults in southern California. AdTech Engineering, Inc. 902 Encinitas Blvd. 97080 15 I .. n v &l t eY t suit o Y 54 7 /G Figure 3. Location of semi -major faults in San Diego County. 10 AdTech Engineering, Inc. 902 Encinitas Blvd. 97080 GROUND WATER No ground water was encountered at the site. We do not anticipate any major ground water problems either during or after construction. DESCRIPTION OF SOIL TESTING AND RESULTS The collected samples were tested in order to determine the engineering properties of the soil at the site. Tests performed for the soil at the site include direct shear, moisture content, unit weight, gradation, and expansion index. The average results of our testing for samples of depths ranging from 1 to 5 ft are as follows: Unit weight (w /moisture): 120.7 pcf Moisture content 8.0% Angle of internal friction: 300 Allowable bearing pressure: 1,500 psf Allowable passive pressure: 250 psf Coefficient of friction: 0.35 Topsoil occurring throughout the site should be removed and recompacted (90% relative compaction) to a depth of 2 to 3 feet or to an elevation where firm natural ground soils are encountered. Upon inspection by a representative of AdTech Engineering, further recommendations may apply. • Imported fill must be evaluated by AdTech engineering prior to utilization at the site. • All grading operations must be supervised by AdTech Engineering. AdTech Engineering, Inc. 902 Encinitas Blvd. 97080 Conclusions and Recommendations No geological or geotechnical conditions were encountered that could preclude the proposed development at the site being studied in this report. Detailed recommendations pertaining to soil conditions are as follows and must be incorporated in the design and construction of the subject project. GRADING Site Preparation 1. Site preparation should commence with the removal of any vegetation and deleterious materials. 2. The upper 2 to 3 feet of soil should be removed and recompacted to 90% relative compaction. The area subject to soil removal should extend a minimum of 5 feet beyond the building /structure footprint. The exposed pad bottom should be scarified to a minimum depth of 9 inches and recompacted to 90% relative compaction. Grading and removal operations must be observed by a representative of AdTech Engineering. 3. Imported fill soil should be approved by AdTech Engineering prior to its use at the site. 4. For pads located partially or complete in cut, overexcavation and/or deepening the footings will be required for cut/fill transitions created by precise grading. The overexcavated areas should extent a minimum of five feet beyond the building footprint. 5. Fill caps should be overexcavated such that a minimum of three foot fill cap is created on the entire pad. 6. The fill area at the northern boundary of the property should be removed and recompacted to 90% relative compaction. Removal and recompaction should be supervised by a representative of our firm. 12 .kdTech Engineering, Inc. 902 Encinitas Blvd. 97080 Oversize Rocks Oversize rocks greater than 2 feet in maximum dimension must be exported from the site. Rocks up to 2 feet in maximum dimension may be included in the grading (fill) operation provided that the detail included within this report be followed. Oversize rocks will hamper fill and compaction operations. Surface Drainage It is recommended that all surface drainage be directed away from the proposed structures at the top of the slopes. Water ponding is not permitted adjacent to foundation. Earthwork Earthwork and grading operations must follow the recommendations of this report. All special site preparation recommendations included herein shall supersede the general guidelines for grading and fill attached to this report. Fill bases must be benched. Fills must be compacted to 90% maximum density and angle of internal friction of 350 at least. All embankments and /or fills including utility trenches within 5 feet of the proposed structures must be compacted to at least 90% of maximum density. Imported fill must be evaluated by AdTech Engineering prior to utilization at the site. FOUNDATIONS Structural Setback Foundation setback from the face of slopes (daylight) must be greater than 5 ft required for protection against erosion and instability. Dwelling foundation design must be reviewed and approved by AdTech Engineering. General The following recommendations assume that the upper 3 feet of pad is non - expansive soil. 13 AdTech Engineering, Inc. 902 Encinitas Blvd. 97080 Soil at the proposed foundation locations must be recompacted to 90% of dry density. Shallow foundations may be used to support structures. Footings must be at least 12 or 18 inches below lowest adjacent finished grade for one and two story structures respectively. Minimum width of 12 inches is recommended for footings. A bearing capacity of 1,500 psf is recommended. A 33% increase of bearing capacity is allowed for wind and /or seismic loads. Reinforcement Continuous footings must be reinforced with two #4 bars positioned near the bottom of the footing (3.5 inch clear cover) and two #4 bars near the top of the footing. Isolated square footings must contain, as a minimum, a grid of #4 steel bars 12 in o.c. in both directions, with no less than two bars each way. This reinforcement is based upon soil characteristics and does not replace structural reinforcement for the footing. Slab on Grade Concrete slabs on grade for this project must be 4.0 inches minimum actual thickness, with 2,500 psi minimum compressive strength, reinforced with #3 bars at 18 inches o.c. Slabs on grade must be underlain by 2 inches of poorly graded coarse sand or crushed rock. Slabs on grade underneath moisture sensitive floor covering must be underlain (from bottom to top) with 2 inch poorly graded coarse sand or crushed rock, visqueen barrier and 2 inch clean sand for proper concrete curing. Settlement and Expansion Characteristics AdTech recommendations must be followed for foundation and slab design. The anticipated settlement of the proposed structures (total and /or differential) is within the tolerable limits. Hairline cracks in stucco and concrete due to shrinkage or minor settlement is considered normal and may be anticipated. The recommendations in this report reflect settlement and expansion potentials of the soil at the site. 14 WTech Engineering, Inc. 902 Encinitas Blvd. 97080 Slopes Permanent slopes in cut soil are required to have a slope angle of 31° from horizontal (1.75h:1v). Permanent slopes in fill soil are required to have a slope angle of 27° from horizontal (2h:1v). Temporary cuts can beat 0.25h:1v. Pavement The proposed AC pavement shall have a minimum thickness of 3 inches and underlain by 7 inches of Class II aggregate base material. The upper 12 inches of subgrade shall be compacted to 95% relative compaction. It is assumed that normal maintenance, such as periodic seal coating, shall be performed to reduce infiltration of water and maintain asphalt pavement surfaces. Retaining Walls For design of retaining walls, the following parameters must be followed: Angle of internal friction, = 30° Equivalent fluid pressure = 50 pcf Density, y = 120.7 pcf Coefficient of friction between the soil and the footing, µ = 0.35 Passive pressure, p = 250 psf /ft When friction and passive pressure are used simultaneously for resistance of soil pressure, the latter must be reduced by 1/3. 18 inches of poorly graded crushed rock backfill (3/4 - 1 1/2 in) and filter fabric behind the rocks must be provided behind retaining walls greater than 3.5 feet in height to alleviate the effect of water accumulation behind the wall. Walls retaining expansive topsoil require special design that must be approved by AdTech Engineering. 15 AdTech Engineering, Inc. 902 Encinitas Blvd. 97080 Limitations The recommendations presented in this report are contingent upon our review of final plan and specifications for the proposed structure and pavement as per the UBC. It is recommended that AdTech Engineering, Inc. be retained to provide continuous soil engineering services during earthwork operations to observe compliance with design concepts of this report and to provide design changes in the event that subsurface soil conditions differ from the anticipated conditions. The recommendations made in this report reflect AdTech Engineering, Inc. best opinion and judgment based on the evaluation of the subsurface soil conditions determined from the samples collected. Unforeseen variations in unexplored and intermediate areas could affect the performance of the foundations and cut and fill slopes. Therefore, it is important that a representative from AdTech be present during earthwork of this project. AdTech Engineering must be informed of any design changes that pertain to earthwork in this project so that proper consideration be taken. As time elapses, site conditions could change and continuous observation of these conditions by AdTech is necessary. In the performance of this report, we followed the levels of care and skill generally exercised by members of our profession. The borings taken by AdTech, yet extensive, are samples and do not completely represent the subsurface soil conditions at the site. AdTech Engineering will be responsible for any changes of site conditions at the locations of the borings taken from the site and will not be responsible for interpolation of said site conditions outside the location of the borings. It is the responsibility of the client or his representative to ensure that the recommendations of this report are followed. im IN - Seismic Hazards in Southern California: Probable Earthquakes, 1994 -2024 Prepared by Southern California Earthquake Center (SCEC), Figure 3, p. 402 - Joyner, W.B. and Boore, D.M. 1982, Prediction of earthquake response spectra, U.S. Geological Survey Open File Report 82 -977, 16pp. - Peak Acceleration from Maximum Credible Earthquakes in California, 1992, California Department of Conservation, Division of Mines and Geology. - Kennedy, M.P., 1975, Geology of the San Diego Metropolitan area, California, California Division of Mines and Geology, Bull. 200. AdTech Engineering, Inc. 902 Encinitas Blvd. 97080 Appendix 1: Boring Logs and Sampling \ / • l 1 1 1 1 l .?ill 1 iA# m :" �89`58T0 1. t xc Lc:te �.` PRO E x c'3 9 Gate Fk� DASHED CONTOUfi g r ro ARE APPROXI'•1ATE �4jyPRDX I ryATE $oRING- '22s.ti1. \ �F��c So'� Rcp \I Le Vi i-_ S BORING LOG Boring No: 1 Project: 902 Encinitas Blvd. Job No.: 97080 Method of Boring: Auger Date of Boring: 10/23/97 -Depth Sample Soil Classification Soil Description Moisture ( %) Unit Weight (pcf) Dry Dens&y (pcf) op boil 1 Brown /tan silty sand. loose /dense 2 3 4 Brown silty sand, dense. moist 5 6 us 7 Brown silty sand, dense, moist, granular 8 9 U 10 Brown silty sand. dense, moist, cemented 11 12 us 13 Boring terminated at 12 It 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 BORING LOG Boring No: 2 Project: 902 Encinitas Blvd. Job No.: 97080 Method of Boring: Auger Date of Boring: 10/23/97 Depth Sample Soil Classification Soil Description Moisture ( %) Unit Weight (pcf) Dry Density (pcf) op boil 1 Brown /tan silty sand, loose /dense 2 3 U 4 Light brown silty sand. dense, moist 5 6 us 7 Light brown silty sand, dense, moist, granular 8 9 10 Brown silty sand, dense, moist, cemented 11 12 us 13 Boring terminated at 12 ft 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1= N]:IC[H[raZH Boring No: 3 Project: 902 Encinitas Blvd. Job No.: 97080 Method of Boring: Auger Date of Boring: 10123/97 Depth Sample soil Classification Soil Description Moisture ( %) Unit Weight (pcf) Dry Density (pcf) op soil 1 Brown/tan silty sand loose /dense 2 3 U 4 Light brown silty sand, dense, moist 5 6 7 traces of clay Light brown silty sand. dense, moist. granular 8 9 10 trams of clay Brown silty sand, dense, moist, cemented ii 12 us 13 Boring terminated at 12 ft 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 I:AI:IL`R3[.Z.1 Boring No: 4 Project: 902 Encinitas Blvd. Job No.: 97080 Method of Boring: Auger Date of Boring: 10123/97 Depth Sample Soil Classification Soil Description Moisture (%) Unit Weight (pcf) Dry Density (pct) Top Soil 1 Brown /tan silty sand, loose /dense 2 3 4 Light brown silty sand, dense, moist 5 6 us 7 traces of clay Light brown silty sand, dense, moist, granular 8 9 10 traces of clay Brown silty sand, dense, moist, cemented 11 12 13 Boring terminate at 12 It 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 .idTech Engineering, Inc. 902 Encinitas Blvd. 97080 Appendix 2: General Earthwork and Grading Specifications GENERAL EARTHWORK AND GRADING SPECIFICATIONS 1.0 General Intent These specifications present general procedures and requirements for grading and earthwork as shown in the draft grading plan, including preparation of areas to be filled, placement of fill, installation of subdrains, and excavations. The recommendations contained in the geotechnical report are a part of earthwork and grading specifications and shall supersede the provisions contained hereinafter in the case of conflict. Evaluations performed by the consultant after detailed grading plan is approved and during the course of grading may result in new recommendations which could supersede these specifications or recommendations of the geotechnical report. 2.0 Earthwork Observation and Testing Prior to the commencement of grading, a qualified geotechnical consultant (soils engineer and engineering geologist, and their representatives) shall be employed for the purpose of observing earthwork procedures and testing the fills for conformance with the recommendations of the geotechnical report and these specifications. It will be necessary that the consultant provide adequate testing and observation so that he may determine that the work was accomplished as specified. It shall be the responsibility of the contractor to assist the consultant and keep him appraised of work schedules and changes so that he may schedule his personnel accordingly. It shall be the sole responsibility of the contractor to provide adequate equipment and methods to accomplish the work in accordance with applicable grading codes or agency ordinances, these specifications and the approved grading plans. if, in the opinion of the consultant, unsatisfactory conditions, such as questionable soil, poor moisture condition, inadequate compaction, adverse weather, etc., are resulting in a quality of work less than required in these specifications, the consultant will be empowered to reject the work and recommend that construction be stopped until the conditions are rectified. Maximum dry density tests used to determine the degree of compaction will be performed in accordance with the American Society for Testing and Materials test method ASTM D155T 30 Preparation of Areas to be Filled 3.1 Clearing and Grubbing: All brush, vegetation and debris shall be removed or piled and otherwise disposed of. 3.2 Processing. The existing ground which is determined to be satisfactory for support of fill shall be scarified to a minimum depth of 6 inches. Existing ground which is not satisfactory shall be overexcavated as specified in the following section. Scarification shall continue until the soils are broken down and free of large clay lumps or clods and until the working surface is reasonably uniform and free of uneven features which would inhibit uniform compaction. 3.3 Overexcavation: Soft, dry, spongy, highly fractured or otherwise unsuitable ground, extending to such a depth that surface processing can not adequately improve the condition, shall be overexcavated down to firm ground and approved by the consultant. 3.4 Moisture Conditioning Overexcavated and processed soils shall be watered, dried -back, blended, and/or mixed, as required to attain a uniform moisture content near optimum. 3.5 Recompaction: Overexcavated and processed soils which have been properly mixed and moisture - conditioned shall be recompacted to a minimum relative compaction of 90 percent. 36 Benching: Where fills are to be placed on ground with slopes steeper than 5:1 (horizontal to vertical units), the ground shall be stepped or benched. The lowest bench shall be a minimum of 15 feet wide, shall be at least 2 feet deep, shall expose firm materials, and shall be approved by the consultant. Other benches shall be excavated in firm materials for a minimum width of 4 feet. Ground sloping flatter than 5:1 shall be benched or otherwise overexcavated when considered necessary by the consultant. 37 Approval: All areas to receive fill, including processed areas, removal areas and toe -of -fill benches shall be approved by the consultant prior to fill placement. 40 Fill Material 4.1 General: Material to places as fill shall be free of organic matter and other deleterious substances, and shall be approved by the consultant. Soils of poor gradation, expansion, or strength charecteristics shall be placed in areas designated by the consultant or shall be mixed with other soils to serve as satisfactory fill material. 4.2 Oversize: Oversize material defined as rock, or other irreducible material with a maximum dimension greater than 12 inches, shall not be buried or placed in fills, unless the location, materials, and disposal methods are specifically approved by the consultant. Oversize disposal operations shall be such that nesting of oversize material does not occur, and such that the oversize material is completely surrounded by compacted or densified fill. Oversize material shall not be placed within 10 feet vertically of finish grade or within the range of future utilities or underground construction, unless specifically approved by the consultant. 4.3 Import: If importing of fill material is required for grading, the import material shall meet the requirements of Section 4.1. 5.0 Fill Placement and Compaction 5.1 Fill Lifts: Approved fill material shall be placed in areas prepared to receive fill in near - horizontal layers not exceeding 6 inches in compacted thickness. The consultant may approve thicker lifts if testing indicates the grading procedures are such that adequate compaction is being achieved with lifts of greater thickness. Each layer shall be spread evenly and shall be thoroughly mixed during spreading to attain uniformity of material and moisture in each layer. 5.2 Fill Moisture: Fill layers at a moisture content less than optimum shall be watered and mixed, and wet fill layers shall be aerated by scarification or shall be blended with drier material. Moisture - conditioning and mixing of fill layers shall continue until the fill material is at a uniform moisture content at or near optimum. 5.3 Compaction of Fill: After each layer has been evenly spread, moisture - conditioned, and mixed, it shall be uniformly compacted to not less than 90 percent of maximum dry density. Compaction equipment shall be adequately sized and shall be either specifically designed for soil compaction or of proven reliability, to efficiently achieve the specified degree of compaction. 54 Fill Slopes: Compacting of slopes shall be accomplished, in addition to normal compacting procedures, by backrolling of slopes with vibrating rollers at frequent increments of 2 to 3 feet in fill elevation gain, or by other methods producing satisfactory results. At the completion of grading, the relative compaction of the slopes out to the slopes shall be at least 90 percent. 5 5 Compaction Testing: Field tests to check the fill moisture and degree of compaction will be performed by the consultant. The location and frequency of tests shall be at the consultant's discretion. In general, the tests will be taken at an interval not exceeding 2 feet in vertical rise and /or 1000 cubic yards of embankment. 60 Subdrain Installation Subdrain systems, if required, shall be installed in approved ground to conform to the approximate alignment and details that will be shown on the proposed plans. After approval of subdrains, the subdrains location or materials shall not be changed or modified without the approval of the consultant. The consultant, however, may recommend and upon approval, direct changes in subdrain line, grade or material. All subdrain should be surveyed for line and grade after installation and sufficient time shall be allowed for the surveys, prior to commencement of filling over the subdrain. 70 Excavation Excavation and cut slopes will be examined during grading. If directed by the consultant, further excavation or overexcavation and refilling of cut areas shall be performed, and /or remedial grading of cut slopes shall be performed. Where fill- over -cut slopes are to be graded, unless otherwise approved, the cut portion of the slope shall be made and approved by the consultant prior to placement of materials for construction of the fill portion of the slope. TRANSITION LOT DETAILS CUT-FILL LOT NATURAL GROUND y MIN. 1 A�eR + y- = =t 30" MIN. :COMPACTED =FILL _ =Y �-_ — - _ - - - -- __ - - -- Aet� =1 `1 OVEREXCAVATE AND RECOMPACT UNWEATHERED BEDROCK OR 1 MATERIAL APPROVED BY J THE GEOTECHNICAL CONSULTANT CUT LOT NATURAL GROUND I REMOVE J UNSUITABLE - -- -- __ _ — MATERIAL _= - --- - '— 77 -- --- f r== --= —-- � — 30" MIN. - COMPACTED —;- �1LLL OVEREXCAVATE AND RECOMPACT UNWEATHERED BEDROCK OR / MATERIAL APPROVED BY �J THE GEOTECHNICAL CONSULTANT NOTE: Deeper overexcovation and recomoaction shall be performed if determined to be necesscry by the geotechnicol consultant. NCHING DETAILS FILL SLOPE _ == ==�Li Ear__- ___ - - - - -- __�___= PROJECTED PLANE _ _ __ = =r _ 01 Slope to opproreo grow-4 =_ ___err__ - _�____� - REMOVE 4- Typical' UNSUITABLE NATURAL -- -- MATERIAL GROUND `..BENCH l BENCH ^-Y •7Y MYt: HEIGHT r MILL 1s'MIK KEY EST BENCH DEPTH IKEYI FILL FILL— OVER —CUT SLOPE _ _ =___ fir_ = - =r. REMOVE. r- - -- UNSUITABLE NATURAL GROUND -_ MATERIAL _ �. -- =�T BENCH �6EH HEIGHT IFE, r It MIN. LOWEST BENCH CUT FACE To a corutrucleo prior I IQ fill PI=RMvr,l I CUT FACE To N Eonrtr",*g Prior to F111 P1ec.gS.nt CUT —OVER —FILL SLOPE NATURAL CEDYYD ' i . ov[qu uD E TAIn aAEA i op i REHOVE UNSUITABLE - _ _- MT[AIAL rIYISN SURFACE PROJECT PLANE 1 to I ".I. Erw - t" el Sig" to TYPICAL _[D:rictj�'F ILL' BENCH NL ICnT BENCH 21 H_ =. 77 IN 7' n1Y.l IS' HIM. RET IT DEPTH IEYCM•+� DEPTH IAETI NOTES: LOWEST BENCH: Depth and width subject to field change based on consultant's inspection. SUBDRAINAGE: Bock drains may be required at the discretion of the geotechnical consultant. OVEREXCAVATE AND RECOMPACT _ _ (REPLACEMENT FILL) __ _ - -- - - -1= = 1 (MIN.'`` SIDE HILL CUT PAD DETAIL NATURAL GROUND i i i FINISHED CUT PAD OVERBURDEN — __ OR UNSUITABLE ____ MATERIAL !_ 6— BENCHING i I Pad overexcavation and recompacticnl shall be performed if determined to be necessary by the geotechnicol consultant. UNWEATHERED BEDROCK OR ! T �-- MATERIAL APPROVED BY —1 THE GEOTECHNICAL CONSULTANT SUBDRAIN AND KEY WIDTH REQUIREMENTS DETERMINED BASED ON EXPOSED SUBSURFACE CONDITIONS AND THICKNESS OF OVERBURDEN KEY DEPTH SLOPE BUTTRESS 0• Rtl'LACEMENT FILL OEINIL MIN. . __ _--- - - - - -- OUTLET PIPES – __ 4" p Nonperforated Pipe, – – –_ FILL BLANK 100' Max. O.C. Horizontally, ___ 30" MIN. 30' Max. O.C. Vertically — BACK CUT I:I OR FLATTE: - - _= BENCHING _ – _ =__� - -- _�: _ _ /1- 21 MIN, --KEY WIDTH -- --� EOUIPMSENT SIZE - MINIMALLY IS FELT ALTERNATE A RAIN SEE ALTERNATES A d FLUX MATIAEAL IL Ohs. T- CONWECTION ••• �.. n St Miry 4 o,1fCcFF.E _ PLAFORATED PPw A' E M►L FILTER MATERIAL Filter material shall be Class 2 permeaole material Per Stale of Camornla nwORAgr F" LEVEL Standard Specifications, or approved alternate. ___ ,L _ •. AECOMPACTED FELL Class 2 grading as follows: + SELECT OILL ■ACADAA •` SIEVE SIZE PERCENT PASSI •,WE'ER /DRATGD PEADOARED PIPE 1. 100 0' AIM. EALI SIDE 3/4• 90.100 3/8' 40-100 �ALLI.a DETAIL A -a' No. 4 25-40 N0. 8 w.•rIRIDAL ED 18-33 OUTLET PIPE No. 30 5.15 No. 50 0 -7 NOTES: t•CO4M((T IO,I No. 200 0-3 • Fill blanket, back cut, key width and key depth are subject to field change, S'IW •OVERLAP per report /pions. PosrTlvE EEA L� U.OWLO Aa Ie• MAIL PROVIDED OAAVEL OA Key heel subdroin, blanket drain, or AT THE A0ME APPROVED vertical drain may be required of the St .lw 4 A - EOUnALEwT discretion of the geotechnical consultant. OYTLET T- CLlwl(G141 I've '� ALTERNATE B L uRUn S SURORAIN INSTALLATION - Suhdrain UW1Arl IEp M 1 "I '.. - .APROV[n EOU V.LUm pipe sholl he installed with perforations clown or. ni locctions designated by the geotechnicol consultant, sholl be DETAIL OF BUTTRESS SUBDRAIN TERMINAL nonperforated pipe. o nly n lsRn cAADI • SUBDRAIIV TYPE - Suhdrain 1 type shall rA.Te� runic NATIVE (A ASTM C508 Asbestos Cement Pipe ovLO[ 'VO uc,nu A+PnonO EDInr�El•n (RCP) or ASTM 02751. 5DR 23.5 or ASTM D1527• Schedule 40 Acrylonitrile Butodiene L.- Styrene (ARS) or ASTM D3034 SDR 23.5 or ASTM D1785, Schedule 40 Polyvinyl I "0''TIPE GRAVEL Chloride Plnstic (PVC) pine or approved EARA MP E➢ .....(ArO.ATro (•D "L. ` " "' "I EwrvµA..T ROCK DISPOSAL DETAIL -- – '– 10' MIN =__ _C0MPACT ED SLOPE ____ _ � CANTON SUBDRAIN DETAIL NATURAL GROUND -_ REMOVE __ ---- - - - - -- __- UNSUITABLE '_____________ _- - MATERIAL COMPACTED FILL= ----- - - J -_ ,c --- ------- - - - - -- -- BENCHING __ -_- - --�__ —= = —_ - -1 - - -- -_ -- -_ — =_ `-- -� SUBDRAIN TRENCH - SEE ALTERNATES A&B SUBDRAIN Parlor aled Pigs Surrounded With ALTERNATE A: Filler Materiel Alternate _1 FILTER MATERIAL 9 11.3 /ft. T COVER 6 � M ' I N. IV 4" MIN. PERFORATED PIPE 6" B MIN. ISUBDRAIN 1 1/2" Gravel Wrapped ALTERNATE B. In Fitter Faorlo --� 6- MIN. OVERLAP a •'r 0 Alternate B- 1\• FILTER FABRIC, (MIRAFI 140 OR APPROVED EQUIVALENT I �I 72 MA X.GRA VEL OA- APPROVED EQUIVALENT ft. 3)11. r Alternate A -2 FILTER MATERIAL Filter material snail be Class 2 permeable material Per Stale of California Standard Specifications, or approved alternate. Class 2 grading as follows: SIEVE SIZE PERCENT PASSING 3/4' 100 3/8' 90 -100 40.100 No.4 25 -40 No. 8 18 -33 No. 30 5 -15 No. 50 0.7 No. 200 0 -3 DETAIL OF CANYON SUBDRAIN TERMINAL If' n1.:�1f'ele. Alternate B -2 eeel pl0Y7[a a'Y ele, •no t ^: eu. rvr .c P . 17) 4Gu Qwo Egg• ,.l • SUBDRAIN INSTALLATION - Subdrain pipe shall be installed with perforations down or, at locations designated by the geotechnical consultant, shall be nonperforated pipe. • SUBDRAIN TYPE - Subdrain type shall be ASTM C508 Asbestos Cement Pipe (ACP) or ASTM D2751, SDR 23.5 or ASTM D1527, Schedule 40 Acrylonitrile Butadiene Styrene (ABS) or ASTM D3034 SDR 23.5 or ASTM D1785, Schedule 40 Polyvinyl Chloride Plastic (PVC) pipe or approved equivalent. FOUNDATION REQUIREMENTS NEAR SLOPES PROPOSED STRI1CTilRE CONCRETE FLOOR SLAT . SFTUCK 66•. e• 2 66w 54. = 0 4 51' 42' • , REINFORCE)"T OF \ FOLUDATIONS AM FLOOR \\ ..• 6 SLABS FCLLOWING THE ` • , �. RECOI*ENDATIONS Of THE ;t', •' •' �,� ARCHITECT OR STFLC T1RiA1 ENGINEER 81 CONCRETE FOLM"TTON �•• 18w 18. 11IIII" OR AS DEEP AS REQUIRED FOR LATERAL STABILITY TOP Of COMPACTED FILL SLOPE (Aay loose soils on the slope surface shall mot be considered to provide lateral or vertical strength for the footi4 or for slope stability. Seeded depth of iibedment shall be measured from competent sail.) COMPACTED FILL OLITEN MOST FACE\ �. Of FOOTING TYPICAL SECTION COMPACTED FILL SLOPE PITH M XIMIN INCLINATION AS PER SOILS REPORT TOTAL DEPTH OF FOOTING MEASUREL FROM FINISH SOIL SOB -GRADE 91 (SHOWING PROPOSED FOUNDATION LOCATED WITHIN 8 FEET OF TOP OF SLOPE) 18' FOOTINQ / 8' SETBACK TOTAL DEPTH OF FOOTING 1.5:1.0 SLOPE 2.0:1.0 SLOPE O . 82 66•. 2. U. 2 66w 54. = 0 4 51' 42' N o 6 34• �. ~ 81 18' 18w M when applicable RETAINING WALL DRAINAGE DETAIL RETAINING WALL WALL WATERPROOFING PER ARCHITECT'8 8PECIFICATIONB FINISH GRADE WALL FOO NOT TO GOALS SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL U.S. Standard Sieve Size % Passing 1' 100 3/4' 90 -100 3/8' 40 -100 No. 4 25 -40 No. 8 18 -33 No. 30 5 -15 No. 50 0 -7 No. 200 0 -3 Sand Equivalent >75 BOIL, SACKFILL. COMPACTED TO $0 PERCENT RELATIVE COMPACTION* o os••° OVERLAP — - FILTER FABRIC ENVELOPE ___ • o __ _ (MIRAFI 140N OR APPROVED EQUIVALENT)** —314' -1.112' CLEAN GRAVEL" • 0 . 4' (MIN,) DIAMETER PERFORATED p PVC PIPE (SCHEDULE 40 OR EQUIVALENT) WITH PERFORATIONS ORIENTED DOWN AS DEPICTED �= MINIMUM 1 PERCENT GRADIENT TO BUITASLE OUTLET 3' MIN. COMPETENT BEDROCK OR MATERIAL AB EVALUATED BY THE GEOTECHNICAL CONSULTANT iBABED ON A8TMbiw ;*IF CALTRANG CLASS 2 PERMEAGLE MATERIAL (BEE GRADATION TO LEFT) IS USED IN PLACE OF 314' -1 -112' GRAVEL. FILTER FABRIC MAY BE DELETED. CALTRANG CLASS 2 PERMEA" MATERIAL SHOULD BE COMPACTED TO GO PERCENT RELATIVE COMPACTION * NOTE:COMPOS(TE MAHA(3E PROMICTg SUCH AS WW3RA1N OR J -DRAIN MAY BE LISM AS AN ALTERNATIVE TO aRAVEL OR CLASS Z INSTALLATION SHOULD BE PEFFOFI,a® W ACCORDANCE WA }( MANJIFACTURERS SPECfiCATIOW JTech Engineering, Inc. 902 Encinitas Blvd. 97080 Appendix 3: Homeowner's Guidelines for Slope Maintenance HOMEOWNER'S GUIDELINES FOR SLOPE MAINTENANCE Many owners of new hillside homes do not realize that their property is in need of special maintenance. Too often hillside homeowners become lax in proper maintenance of slope and drainage devices, resulting in catastrophic consequences. Homeowner's Guidelines for Slope Maintenance is designed to familiarize property owners with features of their newly acquired property with which they may not be acquainted Governing agencies require hillside property developers to utilize specific methods of engineering and construction to protect those investing in improved lots or constructed homes. For example, the developer may be required to grade the property to grade the property in such a manner that rainwater will safely leave the lot and to plant slopes so that erosion will be kept to an absolute minimum. He may be required to install permanent drains. However, once the lot is purchased, it is the buyer's responsibility to maintain these safety features by observing a prudent program of lot care and maintenance. The owner who overlooks regular inspection and maintenance of drainage devices and sloping areas may expose himself to severe financial loss. In addition to his own property damage, he may be subject to civil liability for damage occurring to neighboring properties as a result of his negligence. The following guidelines are for the protection of the buyer's investment and are of paramount importance: 1. Care should be taken that slopes, terraces, berms (ridges at crown of slopes) and proper drainage are not disturbed. Surface drainage should be conducted from the rear yard, through the side yard, to the street. 2. All roof and yard runoff should be conducted to either the street or storm drain by nonerosive devices such as sidewalks, drainage pipes, ground gutters, driveways, etc. Driveway runoff should be conducted to the street in such a manner as to inhibit small soil failures. Do not alter your drainage without first obtaining expert advice. 1 Keep all drains cleaned and unclogged, including gutters and downspouts. During heavy rain periods, inspect drainage performance often, as this is when occurs. Watch for gullying and pounding. Correct problems as soon as possible. 4 Any leakage from pools, waterlines, etc. or bypassing of drains should be promptly repaired. 5. Eliminate animal burrows and animals that make them, as they can cause diversion of surface runoff, promote accelerated erosion, and even bring about shallow soil flowage. 6. Never alter your slopes without expert advice. If your lot is built on fill, or partly on fill, consult with a soil engineer whenever you contemplate significant topographic modification of the lot Do not spread loose fill over slopes. 7. Should you contemplate modification of manufactured or natural slopes within your property, consult an engineering geologist. Any oversteepening may result in the need for expensive retaining devices. The undercutting of a toe -of -slope may reduce the designed safety factor which may result in slope failure. & If unusual cracking, settling or earth slippage occurs, consult a qualified soil engineer or an engineering geologist immediately. 9. Be careful with piecemeal or homemade approaches to repair of slope instability as this can result in exasperation of instability problems. 10. Remember that most common causes of slope erosion and shallow slope failure are. a. Gross neglect in the care and maintenance of the slopes and drainage devices b. Inadequate and /or improper planting. (Replant barren areas as soon as possible) c. Too much irrigation or diversion of runoff over the slope (Keep plants watered, but do not overwater) 11. Do not let conditions on your property create a problem for your neighbors. By working together with neighbors to prevent problems, you can not only promote slope stability, adequate drainage and proper maintenance, but also increase the aesthetic attractiveness of the community. HYDROLOGY AND HYDRAULIC CALCULATIONS CORDOVA PROPERTY APN 259- 131 -28 v �� m DEC 011997 ENGNEERING OF ENCINITAS S DATE OF PREPARATION: OCTOBER 23, 1997 PREPARED BY: SAN DIEGUITO ENGINEERING, INC. 4407 MANCHESTER AVENUE, SUITE 105 ENCINITAS, CA 92024 (760) 753 -7725 PROJECT NAME: PROJECT NUMBER: COMMENT: HYDROLOGY CORDOVA 4409.00 Dwg No COORD: N33 -02 -51 E117 -16 -17 100 YEAR STORM P6 (in): 2.70 P6/P24: 0.64 P24 (in): 4.20 ADJUSTED P6: 2.70 SOIL TYPES CsC CbD CfC <HYDRO SOIL GROUP> A C D RUNOFF COEFF - C SINGLE FAMILY -> 0.55 A offsite 37565 0.86 A onsite TOTAL 1.86 2.72 0.55 B offsite 17825 0.41 WATERSHE EVENT AREA AREA AREA C Tc I O DESIGNATIO ear s Ac Ac min i cfs A offsite 37565 0.86 A onsite 100 80850 1.86 2.72 0.55 B offsite 17825 0.41 B onsite 100 34960 0.80 1.21 0.55 7.5 5.48 5.59 7.5 5.48 2.42 COUNTY OF SAN DIEGO DEPARTMENT OF SANITATION 6 FLOOD CONTROL 1151 301 151 33° 1151 U.S. DEPARTMEt NATIONAL OCtiA%IC AND AT SPECIAL STUDIES UFANCIL OF'FICL OF 11 301 - /�. H 100 -YEAR 24- 1-101H PRECIPITATION 20 ,/IS0I'LUUTAILS OF 100 -YEAR 24 -1-IOUR PRECIPITATIOW IN i-ENTHS OF AN INCH IIVo 1 301 Ii1 II)° 11!i1 301 I,1 --1- - 116' COUNTY OF SAN DIEGO FLOOD DEPARTMENT COW OF SANITATION E 100 -YEAR U —NOU { PRECIPITATION FLOOD CONTROL "� �'�I�'1 ''20./ ISOPLUVIALS OF 100 -YEAR 64I0UR MECI iTATIG,i IN JENTIMS G? AN1 Its C I I 45' 53 4 Use i 20 .\ A, V, A Of A(, ; ; S ' •� G � 35 0 301 1 3Q G 45 .— s I- J 15 On J5 �� IAECCA 'I _ 3, SAN CL .Y.CNIE 45 45 151 ' X35 ��. ao 12a 5 1 30 3 330 ONA 40 AL MAR 1-A I. ��l1) 1 ` I �I'rn 45\ 7( _ J 451 Pre P. - OSPIIERIC ADvi.41STRATION SPECIAL STUDIES ORANCII. OFFICE OF 11 UROLOGY. NATIONAL 1YEATIIER SERVICE 30' a 1181 1151 301 a ' 7 / IIL 4 j ii . ..d 11'✓ SA k. Ito tc 7 O 20 X35 30 0 15' 117° 1'115' 301 151 1160 i.sr' T W S, ,. .Cac / LO . cam•. `- � . �!';,� c: Lwz, if 1 1 - �✓ � •� j .. am r. _ . }T,a4�, �euc bE • S A 'i, t `1 � ..ffi6C•'� MIE '..' . w.. �' 4) :t.,,cbra- •.�;u. °'tit c,o: a 1'D Y c i' 'i L 1•lr* "' -_. a �/ 'l V. .: 2 MI E is '. , { f '-x C'� '9a. 1 P'•r AY �, ra j y�♦ CbC b C. CbE' JF ��. t .s'� ,y sls751..• ! }iaD2 H. r « ♦ ♦ f ChC y Y rg •` y p �. i 'Klima C66 o �'t CeE •� r. .r• �. 'n 1i r�_ w� ..' CsG ~. DGI . -�O f s J'Rr •: �'!� Lvi3. �•� LvF3 ♦" > � _ •TeF• � � I _ :: c r C ` vF3 r - -�Yr.� . JI �,. I •z. . •rr� � • � 3 x � `fir v'—. -" ..� _ =�:A ; g 1 NCI T .� � \`� � ,. } • � � r+ � � #y: � y�f H �� . p, F �, ,r 3 M'C: si �5''��' e. cfa s ✓K d- 4.• n $; " pia$ �• cls •'JF'i i •-f t CfSC it �� ClC: r�_. 11 4 � �Ct ri Yilr •` -^a�. i ._ ifi :'CSC as Won .3 JLL4 rr t• <' z f� .y �rJ'Si�isY „Y' L.-;,F ,.J.” ! r' 1� Chi a i _ . T � MI ��T� 's'w � v San: DiegvAO +a• . t �.• 'R � 'AI � �T•. � if UnwmSchaol 4., �� ' N.r :•f - _ yet 't 1F,s• '.. a . 1 2 r' t :� ./ – ' ?r t.0 r� 11 �:. .i :•. '' f 1iC'Z.f i4 : Cr .,) F w / E CsCt O e o CONSTSX11, ow ow o o a_ Y.i aeYa 40 2 —i U7 a HYDROLOGY MAP . !J •mYM aw �^�Y �� Q�NIOIA[ wo IIIIRlY WLl flf[ ,arwaf� rY a a x� x tI z� M'i, ,. 1 4� 9 n % D -22 ON SLOPE Worksheet for Trapezoidal Channel Project Description 0.34 Project File untibed.fm2 Worksheet D -22 TYPE B -B ON SLOPE n CA A AZ Flow Element Trapezoidal Channel Method Manning's Formula Salve For Channel Depth Input Data 0.34 Mannings Coefficient 0.015 Channel Slope 0.500000 ft/ft Left Side Slope 1.000000 H : V Right Side Slope 1.000000 H : V Bottom Width 1.50 ft CQ SLUPL Discharge 5.59 cfs Results Depth 0.34 ft Flow Area 0.63 ft= Wetted Perimeter 2.46 ft Top Width 2.18 ft Critical Depth 0.65 ft Critical Slope 0.005227 ft/ft Velocity 8.90 ft/s Velocity Head 1.23 ft Specific Energy 1.57 ft Froude Number 2.93 Flow is supercritical. 102',3197 04:451 PM oe < 016-7 10' ( 15 l, FlowMaster 15.11 Haestad Methods. Inc. 37 Brookside Road Waterbury. CT 06708 (203) 755-1666 Page 1 of 1 710 D -22 ENTRANCE Worksheet for Trapezoidal Channel Project Description 0.56 Project File f: \ldata \4409 \4409.fm2 Worksheet D -22 TYPE B -B e t:n o Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data 0.56 Mannings Coefficient 0.015 Channel Slope 0.005104 ft/ft Left Side Slope 1.000000 H : V Right Side Slope 1.000000 H : V Bottom Width 2.00 ft p Opoi 1JVC1 Discharge 5.59 cfs Results Depth 0.56 ft Flow Area 1.45 ft' Wetted Perimeter 3.60 ft Top Width 3.13 ft Critical Depth 0.56 ft Critical Slope 0.005104 ft/ft Velocity 3.86 ft/s Velocity Head 0.23 ft Specific Energy 0.80 ft Froude Number 1.00 Flow is supercritical. Zo �Ly- oIcr— 102397 FIo Master v.11 05:74:18 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 08708 (203) 755 -1666 Page 1 of i aJ I 0 BROW DITCH AT CURVE Worksheet for Circular Channel Project Description 0.32 Project File f: \1 data \4409 \4409.fm2 Worksheet AREA B NORMAL FLOW @ CURVE Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data 0.32 Mannings Coefficient 0.015 Channel Slope 0.050000 ft/ft Diameter 2.000 ft Discharge 2.42 cfs Results Depth 0.32 ft Flow Area 0.32 ft' Wetted Perimeter 1.64 ft Top Width 1.46 ft Critical Depth 0.54 ft Percent Full 15.95 Critical Slope 0.005942 fUft Velocity 7.49 fUs Velocity Head 0.87 ft Specific Energy 1.19 ft Froude Number 2.81 Maximum Discharge 47.16 cfs Full Flow Capacity 43.84 cfs Full Flow Slope 0.000152 ft/ft Flow is supercritical. oh = �! 74q, 1 9L° o.p5 I g rc. 32-.2- ,50 bn+ dh = 0 32 + 0 05 = U.3? < �Li- �L�I;Li:V�i�t?J 1S irJ S'vV�a� -L' , 1023197 FlowMaster X5.11 04:57:51 PM Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 (203) 7557666 Page 1 of 1 1/(o BROW DITCH, MINIMUM SLOPE Worksheet for Circular Channel Project Description Project File f: \1 data \4409\4409.fm2 Worksheet AREA B NORMAL FLOW Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.015 Channel Slope 0.010000 ft/ft Diameter 2.000 ft Discharge 2.42 cfs Results Depth 0.47 ft ote < Flow Area 0.57 fN Wetted Perimeter 2.03 ft Top Width 1.70 ft Critical Depth 0.54 ft Percent Full 23.72 Critical Slope 0.005942 ft/ft Velocity 4.24 ft/s Velocity Head 0.28 ft Specific Energy 0.75 ft Froude Number 1.29 Maximum Discharge 21.09 cfs Full Flow Capacity 19.61 cfs Full Flow Slope 0. 000 152 ft/ft Flow is supercritical. of �� 32_2 50 J--�+ 0.4'l to.oz 0 .4 e) G_I -o' S�1�lYL�t'ti?V/rla� js It-Ji SV A�-l- 1023197 04:55:27 PM Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 (2C[3)755-1666 oe- FlowMaster v5.11 Page 1 of i 1 D/t G AdTech Engineering, lac. D 8680 Navajo Rd., Suite 218 San Diego, CA 92119 _ Tel: (619) 589 -1828 Fax: (619)589 -0128 February 9, 1998 City of Encinitas 505 S. Vulcan Ave. Encinitas, CA 92024 Attn: Hans Jensen Q�an� D F Ulm-- - -- RE: Addendum to Geotechnical Investigation at 902 Encinitas Blvd., Encinitas, dated October 29, 1997. Dear Mr. Jensen: The following contains a revision to the soils report prepared by our firm for the above mentioned site. 9 92 Site Pre aration Imported fill soil should be approved by AdTecr Engineering prior to its use at the site. However, the excavated sandy earth deposits are also suitable for reuse provided they are cleaned of all vegetate Iqn and debris. The excavated soil should be approved by AdTech Engineering ar d recompacted to 90% relative compaction. The maximum height of slopes is anticipated to be in the order of 16 feet. Planned cut and fill slopes shall have a slope r' do of 2:1 (H:V) and be constructed using the sandier , low expansive I$oils. Please refer to the slope detail contained in Appendix 2, General Earthvyork and Grading Specifications. Surface drainage should be directed away from the top of cut and fill slopes in order to divert the flow over the slopes or pond next to the top of slopes. Based on our recommendations, the proposed cut and fill slopes will be stable against deep seated and surficial failure. Permanent slopes in cut and fill soil are required to have a slope angle of 270 from Horizontal (2h:1v). Temporary cuts can be at 0.5h:1v. `---�7 j �' b4s Appendix Boring Logs , Sampling and Testing 139 IP"11GIV7 Boring No: 1 Project: 902 Encinitas Blvd. Job No.: 97080 Method of Boring: Auger Date of Boring: 10/23/97 Depth Sampie boll Classification Soil Description Moisture (%) Unit Weight (pco Dry Density (pcfl op boil 1 Brown tan silty sand, loose /dense 5.6 120 113.3 2 3 4 Brown silty sand, dense, moist 7.5 121.5 112.4 5 6 us 7 Brown silty sand, dense, moist, granular 7.8 122 112.5 8 9 10 Brown silty sand, dense. moist, cemented 8.5 122.8 1 112.4 11 12 13 Boring terminate at 1 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Project: 902 Encinitas Blvd. Job No.: 97080 BORING LOG Boring No: 2 Method of Boring: Auger Date of Boring: 10123197 Depth Sample Classification Soil Description oisture ( %) nit eight (pct) Dry Density (pco Top of 1 Brown/tan silty sand, loose /dense 5.4 119.8 113.3 2 3 4 Light brown silty sand, dense, moist 7.6 121.3 112.1 5 6 7 Light brown silty sand, dense, moist, granular 6 122.3 112.5 8 9 10 Brown silty sand, dense, moist, cemented 8.3 123 112.8 11 12 13 Boring terminate at 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 BORING LOG Boring No: 3 Project: 902 Encinitas Blvd. Jab No.: 97080 Method of Boring: Auger Date of Boring: 10/23/97 Depth ample Soil Classification Soil Description Moisture ( %) Unit Weight (pct) Dry Density (pcf) op boil 1 Brown/tan silty sand, loose /dense 6 119.5 112.3 2 3 4 Light brown silty sand, dense, moist 7.5 121 112 5 6 U 7 Light brown silty sand, dense, moist, granular Z8 122 112.5 8 9 10 Brown silty sand, dense, moist, cemented 8 121.5 112 11 12 13 Boring terminate at 1 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 BORING LOG Boring No: 4 Project: 902 Encinitas Blvd, Job No.: 97080 Method of Boring: Auger Date of Boring: 10/23/97 Depth Sample Soil Classification Description Moistute M Unit Weight (poll Dry Density (pco op Soil 1 Brown /tan silty sand, loose /dense 5.8 119.7 112.8 2 3 4 Light brown silty sand, dense, moist 7.7 121.2 112 5 6 us 7 Light brown silty sand, dense, moist, granular 7.5 121.8 112.7 8 9 10 Brown silty sand, dense, moist, cemented 8 122 112.3 11 12 13 Boring terminate at 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Expansion Index u Expansion potential of soil samples was evaluated by the Expansion Index Test, U.B.C. Standard No. 18 -2. Specimens are molded under a given compactive energy to approximately the optimum moisture content and approximately 50% saturation or 90% relative compaction. The prepared 1 -inch thick by 4 -inch diameter specimens are loaded to an equivalent 144 psf surcharge and are inundated with tap water until volumetric equilibrium is reached. The results are presented below. CLASSIFICATION OF EXPANSIVE SOIL EXPANSION INDEX 1 -20 21 -50 51 -90 91 -130 Above 130 POTENTIAL EXPANSION very low low medi m high very high EXPANSION INDEX TEST T R 11 T4 Sample Depth: 2 to 5 ft Initial Moisture ( %): 6.6 Compacted Dry Density (pcf): 108.7 Final Moisture ( %): 21.3 Volumetric Swell ( %): 4.2 Expansion Index: 42 Expansion Potential: LOW The laboratory maximum dry density and optimum moisture content for the soil sample was determined in accordance with ASTM Test Method D1557. COMPACTION TEST RESULTS: Brown/tan i AdTech Engineering, 17 C. 8680 Navajo Rd. Suite 218 San Diego, CA 92119 Tel: (619) 589 -1828 Fax: (619) 589 -0128 February 9, 1998 City of Encinitas 505 S. Vulcan Ave. Encinitas, CA 92024 Attn: Hans Jensen RE: Addendum to Geotechnical Investigation at 902 Encinitas Blvd., Encinitas, dated October 29. 1997. Dear Mr. Jensen: The following contains a revision to the soils report prepared by our firm for the above mentioned site. GRADING: Site Preparation Imported fill soil should be approved by AdTec� Engineering prior to its use at the site. However, the excavated sandy earth eposits are also suitable for reuse provided they are cleaned of all vegetation and debris. The excavated soil should be approved by AdTech Engineering and recompacted to 90% relative compaction. Slope Stability The maximum height of slopes is anticipated to be in the order of 16 feet. Planned cut and fill slopes shall have a slope ratio of 2:1 (H:V) and be constructed using the sandier , low expansive soils. Please refer to the slope detail contained in Appendix 2, General Earthvyork and Grading Specifications. Surface drainage should be directed away from the top of cut and fill slopes in order to divert the flow over the slopes or pond next to the top of slopes. Based on our recommendations, the proposed cut and fill slopes will be stable against deep seated and surficial failure. Permanent slopes in cut and fill soil are require cj to have a slope angle of 270 from Horizontal (2h:1v). Temporary cuts can b at 0.5h:1v. r�IFUFIO Appendix Boring Logs , Sampling and Testing BORING LOG Boring No: 1 Project: 902 Encinitas Blvd. Job No.: 97080 Method of Boring: Auger Date of Boring: 10123/97 Depth Sample of [ Classification Soil Description Moisture ( %) UnitWeight (pcf) Dry Density (pcf) op Soil 1 Brownitan silty sand, loose /dense 5.6 120 113.3 2 3 4 Brown silty sand, dense, moist 7.5 121.5 112.4 5 6 us 7 Brown silty sand, dense, moot, ranular 7.8 122 112.5 8 9 10 Brown silty sand, dense, moist, cemented 8.5 122.8 112.4 11 12 13 Boring terminated at IT i 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 BORING LOG Boring No: 2 Project: 902 Encinitas Blvd. Job No.: 97080 Method of Boring: Auger Date of Boring: 10123197 —ffe—p1F ampe Classification Soil Description 1 Moisture ( %) Unit Weight (pcf) Dry Density (pcf) op of 1 2 Brown/tan silly sand, looseldense 5.4 1191 113.3 3 4 Light brown silty sand, dense, moist 7.6 121.3 1 112.1 5 6 7 Light brown silty sand, dense, moist, granular 8 122.3 112.5 8 9 10 Brown silty sand, dense, moist, cemented 8.3 123 112.8 11 12 13 Bring term inate al 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 IY41t11z"Role Boring No: 3 Project: 902 Encinitas Blvd. Job No.: 97080 Method of Boring: Auger Date of Boring: 10123/97 Depth amp a bull Classification Soil ascription Moisture ( %) UnitWeight (pco Dry Density (pco op Soil 1 Brownllan silly sand, loose /dense 6 119.5 112.3 2 3 4 Light brown silly sand, dense, moist 7.5 121 112 5 6 U 7 Light brown silty sand, dense, moist, granular L8 122 112.5 8 9 10 Brown silty sand, dense, moist, cemented 8 121.5 112 11 12 us 13 Boring terminated at 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 BORING LOG Boring No: 4 Project: 902 Encinitas Blvd. Job No.: 97080 Method of Boring: Auger Date of Boring: 10/23197 Depth Sampie boll Classification Soil Description Moisture ( %) Unit Weight (pcf) ry Density (pcf) Top Soil 1 Brownian silty sand, looseldense 5.8 119.7 112.8 2 3 4 Light brown silty sand, dense, moist 73 121.2 112 5 6 us 7 Light brown silty sand, dense, moist, granular 7.5 121.8 112.7 8 9 10 Brown silty santl, dense, moist, cemented 8 122 112.3 11 12 13 Boring terminate at 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 DIRECT SHEAR TEST DIAGRAM SOIL DEPTH = 210 5 ft Normal Stress Shear Stress 746.8 374.0 1 1493.6 690.0 2240.7 920.0 2987.2 1120.0 0.0 0.0 10 1500.0 2000.0 2500.0 3000.0 3500.0 ♦ Shear Stress Normal Strest I Linear (Shear Stress) Angle of Internal Friction = 30 Degrees Cohesion = 1.50 Unit Weight 7 124 pcf (max.) Expansion potential of soil samples was evaluated by the Expansion Index Test, U.B.C. Standard No 18 -2. Specimens are molded under a given compactive energy to approximately the optimum moisture content and approximately 50% saturation or 90% relative compaction. The prepared 1 -inch thick by 4 -inch diameter specimens are loaded to an equivalent 144 psf surcharge and are inundated with tap water until volumetric equilibrium is reached. The results are presented below. CLASSIFICATION OF EXPANSIVE SOIL EXPANSION INDEX 1 -20 21 -50 51 -90 91 -130 Above 130 1� lawk • ► ► � . Sample Depth: 2 to 5 ft Initial Moisture ( %): 6.6 POTENTIAL EXPANSION very low low Compacted Dry Density (pcf): 108.7 Final Moisture ( %): 21.3 Volumetric Swell ( %): 4.2 Expansion Index: 42 Expansion Potential: LOW medium high very high The laboratory maximum dry density and optimum moisture content for the soil sample was determined in accordance with ASTM Test Method D1557. COMPACTION TEST RESULTS: SQiI Type Optimum Moisture(%) Maximum Dry Brown/tan silty sand 11 0 SAN DIEGUITO ENGINEERING, INC. SDE 4409 ENGINEERS PLANNERS SURVEYORS 02 -04 -98 u -i rj'A d ✓ Iran R. Fox, P.E. Rii ry l_ Mo.., P.E. CITY OF ENCINITAS Gordon L. McElroy, F.I.-S. SUBJECT: STREET IMPROVEMENTS ENGINEER'S COST ESTIMATE Laurie Simon, Principal Planrrer REFERENCE: APN# 259- 131 -28 CIVIL ENGINEERING— OWNER: FRANCES M. HORNE EnRmeering s,uAies SiteDerdnp,r,entAnelyus ITEM Grid,, Plaru Impm�ernen, Flw Drum, Plans Se- ,,Vier Uee, Plan, 6" CURB & GUTTER G -2 HydroogyMydfaulias 4" THICK PCC SIDEWALK G -7 Comvun,ao Adeouil.l.. PEDESTRIAN RAMP G -27 Pa•emen, ReluNh.,.nn AC REPLACEMENT G -24 Fortner Engueenng 30" RCP STORM DRAIN PIPE t._r � CONIC PIPE COLLAR D -62 LAND PLANNING 12' WIDE RESIDENTIAL DWY G -14 Prc A,t iuuen ANlyr,s STREET LIGHT IAnn v,e Goninmlwn WING TYPE HEADWALL D -34 En•, - eWMuly,u Go•emmem Reluloitt Lw D, i.. Teeoo,V, Mapt Mq,n U. Perrot' Spec,nc Plans Reeon�ng VYofee. AMnelt... -e Pemnit Anne iLont BouMUy AClusnrcms LAND SURVEYING Property Surveys Topstroci cd Survey, E SS /pN\ comlr„rl,on s„l,ng QRpF Rerwdt of S,mcy �pN R. Iced Deu,rwlom SubEinswn Maq Euemenu t._r � M Height Caunouom CaAasual surveys Q PMlogrammemc Surreys J I r �9l ND. 38144 EXP. 3 -31 -01 CIV1� F CA��O QUAINT UNIT 152 LF 684 SF 1 EA 152 LF 119 LF 1 EA 2.5 CY 1 EA 1 EA 0 0 0 0 0 0 0 0 0 0 0 0 SUBTOTAL 10% CONTINGENCIES TOTAL UNIT COST $13.10 $3.50 $1,000.00 $22.00 $105.00 $650.00 $520.00 $3,500.00 $3,780.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 EXTENDED AMOUNT $1,991.20 $2,394.00 $1,000.00 $3,344.00 $12,495.00 $650.00 $1,300.00 $3,500.00 $3,780.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $ 30,454.20 $3,045.42 533,499.62 1 Z� �� IVAN R. FOX RCE No. 381 -31 -01 ENGINEERING SERVE CITY OF ENCINITA'. (760) 7535525 • rnA (760) 903 -8236 4407 Manchester Avenue -Suite 105 • Encinitas, CRIi(omia 92024 SAN DIEGUITO ENGINEERING, INC. E N G IN EER5 PLANNERS - SURVEYORS SIDE 4409 10 -24-97 Ivan R. Fna, P.E. Berry L. Mo.., P.E. CITY OF ENCINITAS Gordon imon,ProcipalP. SUBJECT: GRADING PLAN ENGINEER'S COST ESTIMATE Laurie Simon, Principal Planner CIVIL ENCINEERINr REFERENCE: APN# 259- 131 -28 Engirc nn s,w,r, OWNER: FRANCES M. HORNE R $im Developrtem Analr,o cmmg Plan, ITEM Impmvrmcni Plans COQ pulugr Plan, `v PN R. F �y �,f. s U. Pi.., GRADING EXCAVATION RY4mlogyMrUnWcs EXPORT C.-,,- Ado -uv°. BROW DITCH D -75 Pavemrn, RelvbLUUnn 3 "AC PAVEMENT Fo,rnsic Engmarnng 30' WIDE COMMERCIAL DWY G -14 GRAVELBAGS LAND PLANNING Pmdrgwuuan A.M., SLOPE HYDROSEED Ivq Uu Consulumn Emnonmrnul Anal,., Gowmmrm Rrbuon, Tcn.u.r Maps Maj x U. Prmuu Sprnrrt Plans Reromng VarnMri A, ........ Prmun Annraauo. BouMuy Ad,.,M ms "NO SURVEYING Pmpcny S." , Torogr.MK.ls,,,.rn conavurlon s.Lng R Oq �F ES$i Nl Rrro,e, nr s..rry COQ `v PN R. F �y �,f. Lrgd Deunpians y �" C Subdrvisian Maps V Fisenan,s Oz Ndgnl crnloc.uoa' N0. 38144 $"..r„ EXP. 3 -31 -01 J, PMlognm, c S� "s q C I V l �� ♦F OF \F�� CAL QUANT UNIT SUBTOTAL 5300 CY 2400 CY 518 LF 14404 SF 5 CY 240 EA 12000 SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10% CONTINGENCIES TOTAL IVAN R. FOX RCE No. 38144 EXP 03 -31 -01 UNIT COST $3.90 $8.20 $13.00 $1.20 $520.00 $1.50 $0.11 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 s3su -cam EXTENDED AMOUNT $20,670.00 $19,680.00 $6,734.00 $17,284.80 $2,600.00 $360.00 $1,320.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $68,648.80 $6,864.88 2md $7 ,51$ 3.6 av� 61 F FNGINRING SERVICES EE r 1AIrwITAS (760) 753 -5525 a FAg (760) 943.8236 4-107 Manchester Avenue a Suite 105 • Encinitas. California 92024 SAN DIEGUITO ENGINEERING, INC. SDE 4409 ENGINEERS PLANNERS • SURVEYORS REFERENCE: APN# 259 - 131 -28 CIVIL ENGINEERING 02 -04 -98 Iran R_ For, P.E. Iiarrr L. Munson, P.E. CITY OF ENCINITAS Gordon L.McF.Imy,P.L.S• SUBJECT: STREET IMPROVEMENTS ENGINEER'S COST ESTIMATE Laurie Simon, Principal Planner REFERENCE: APN# 259 - 131 -28 CIVIL ENGINEERING OWNER: FRANCES M. HORNE Engircenng S,"dra Sir Develo,vocio AY,., ITEM Gnding Plane �pN R. f o e^y lumors en, Mass Orion, Ran, Subd,rn„x, Maps Srve,ywne, Lose Plans 6" CURB & GUTTER G -2 NydmbgyMy,lnulks 4" THICK PCC SIDEWALK G -7 Condit ,.Adminnunioa PEDESTRIAN RAMP G -27 Pavrnam RrluNlnumn AC REPLACEMENT G -24 F.vu, F.,oarnng 30" RCP STORM DRAIN PIPE CONC PIPE COLLAR D -62 LAND PLANNING 12' WIDE RESIDENTIAL DWY G -14 Pre- Acgmunm Analysis STREETLIGHT L U.Cmwlu "on WING TYPE HEADWALL D -34 Einvuonnr nnl Amlvua GnvemmrM Relnin.. Wd Division Tenuuve Maps M,a Use Pamiu Specific Ron. Rezoning Vv,.. Admin,,.t,ve Permits An,aanlom Boundary Ad,uslnscn,s LAND SURVEYING Pro,enr Survcys QUANT UNIT UNIT COST Top„grapl, ".l 5ur.rys Qgof ESSf py C..o m Siding no Record, of Snrvey Quo ,\4, �pN R. f o e^y Iegd Descriptions Subd,rn„x, Maps W � Eaten".° SUBTOTAL N0. 38144 NcigM CrmGCniom C.lasn.lsnr.rys s EXP. 3-31-01 's Phasogramisalm Surveys \� r I CIV1� O f CAL, 152 LF 684 SF 1 EA 152 LF 119 LF 1 EA 2.5 CY 1 EA 1 EA 0 0 0 0 0 0 0 0 0 0 0 0 10% CONTINGENCIES TOTAL IVAN R. FOX RCE No. 381 EX 31 -Ot $13.10 $3.50 $1,000.00 $22.00 $105.00 $650.00 $520.00 $3,500.00 $3,780.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ia 92024 $0.00 $0.00 cin (760) 753 -5525 • FAx (760) 947.8236 4407 Manchester Avenue •Suite 105 •Encinitas. Californ EXTENDED AMOUNT $1,991.20 $2,394.00 $1,000.00 $3,344.00 $12,495.00 $650.00 $1,300.00 $3,500.00 $3,780.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $30,454.20 $3,045.42 $33,499.62 SAN DIEGUITO ENGINEERING, INC. SDE 4409 ENGINEERS PLANNERS - SURVEYORS 10 -24 -97 Ivan R. Fns. P.E. Barry L. Munson, P.E. CITY OF ENCINITAS Gordon E. McElroy, P.1..5. SUBJECT: GRADING PLAN ENGINEER'S COST ESTIMATE laurie Simon, Principal Planner CML ENGINEERING REFERENCE: APN #259 - 131 -28 �,II;mennE SluaK, OWNER: FRANCES M. HORNE Silo Dcveln,nenl Analyfis Geul., Plans ITEM QUANT UNIT UNIT EXTENDED Impmvemenl PI.ns COST AMOUNT Unea, Plans Sea«M'.Ier Lne PI... GRADING EXCAVATION 5300 CY $3.90 $20,670.00 EXPORT 2400 CY $8.20 $19,680.00 Ga,rlmerum Aam,nlnnlioa BROW DITCH D -75 518 LF $13.00 $6,734.00 Pammenl RdW,nnation 3" AC PAVEMENT 14404 SF $1.20 $17,284.80 Foenswhn`ne`nn° 30' WIDE COMMERCIAL DWY G -14 5 CY $520.00 $2,600.00 LAND PUNNING GRAVELBAGS 240 EA $1.50 $360.00 Pn.A,.,u...Analyv, SLOPE HYDROSEED 12000 SF $0.11 $1,320.00 LAml U. CUnsuluuon 0 $0.00 $0.00 Enr, - talA",- 0 $0.00 $0.00 GmemmemRelawns 0 $0.00 $0.00 UAne Dlriswn 0 $0.00 $0.00 Temaave Maps 0 $0.00 $0.00 M.w U. Pemun 0 $0.00 $0.00 SPedGe Plans 0 $0.00 $0.00 Re.., 0 $0.00 $0.00 Vari.me. Admin „Inli.e Pamiu 0 $0.00 $0.00 Anm..ti.,na 0 $0.00 $0.00 ewna.ry Aaiu.lmema 0 $0.00 $0.00 0 $0.00 $0.00 LAND SURVEYING 0 $0.00 $0.00 Progeny Surreys 0 $0.00 $0.00 TnlwRr,h.l Surveys Cvn nu tim SntmE �O QRt)F ESSIpygl Ree-m; or Surrey R. I�Ra oe .P inm ya` \LPN , SuW- -n Maps DARN Cenfr oex, a N0. 38144 SUBTOTAL $68,648.80 C.a.aual S,a.eya EXP. 3 -31 -01 vlw„Lnmmelrir suneya j9 10% CONTINGENCIES $6,864.88 lF of C AV O TOTAL $75,513.68 IVAN R. FOX RCE No. 38144 EXP 03 -31 -01 =-6 FNGINEERING SERVICES CITY OF ENCINITAS (760) 753 -5525 • FAx (760) 943 -8236 4407 Manchester Avenue a Suite 105 a Encinitas. California 92024