The URL can be used to link to this page

1995-4334 G (Plans) GENERAL NOTES: WORK TO BE DONE: GRADING NOTES: 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF ANY 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED PRIVATE ROAD SHOWN HEREON FOR CITY ROAD PURPOSES. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SOILS ENGINEER OR UNDER THEIR DIRECTION. THEY SHALL CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE OBSERVE AND TEST THE EXCAVATION PLACEMENT AND 2. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO FINAL CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF APPROVAL OF THE ASSOCIATED IMPROVEMENT PLANS WHERE STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM TRENCHES. THEY SHALL SUBMIT SOILS REPORTS AS REQUIRED APPLICABLE. FINAL CURB GRADE ELEVATIONS MAY REQUIRE SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. CHANGES IN THESE PLANS. "" �"�" REQUEST FOR INSPECTION. UPON COMPLETION Of GRADING OPERATIONS THEY SHALL STATE: �• y THAT OBSERVATIONS AND TESTS WERE MADE BY THEM OR UNDER _ �e 2. THE SOILS REPORTS TITLED GEOTECHNICAL INVESTIGATION. GREEN THEIR SUPERVISION AND THAT IN THEIR OPINION, ALL EMBANKMENTS 3. IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL SITE VALLEY DRAINAGE STUDY AND BRIDGE EVALUATION, ENCINITAS. AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE AS DETERMINED BY THE CITY ENGINEER. 1 ` A IC LFORNIA PREPARED BY LEIGHTON AND ASSOCIATES DATED APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND :.\ 4. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT PERMIT FROM PHASE I - ENCINITAS TOWN CENTER ENCINITAS CALIFORNIA p-ri OF PbIBH6 W"(5 WILE BE RE8idIREE) FOR ANY APRIL 11. 1994 GEOTECHNICAL INVESTIGATION. GREEN VALLEY EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. WORK IN THE CITY RIGHT -OF -WAY. 11 • ' PREPARED BY LEIGHTON AND ASSOCIATES, INC. DATED APRIL 20. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED / 19944; ADDENDUM TO GEOTECHNICAL INVESTIGATION, GREEN VALLEY SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN DRAINAGE AND BRIDGE EVALUATION. ENCINITAS. CALIFORNIA PREPARED OF WATER. THEY SHALL CONTROL SURFACE WATER AND AVOID ACCORDANCE WITH CITY OF ENCINITAS SPECIFICATIONS. ,I I I _ Q �/ 5 BY LEIGHTON AND ASSOCIATES DATED JUNE 16, 1994 DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE REMEDIAL EARTHWORK UPDATE, GREEN VALLEY - ENCINITAS TOWN CENTER, SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ENCINITAS, CA PREPARED BY LEIGHTON AND ASSOCIATES DATED OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT ALL UTILITIES BEFORE COMMENCING WORK BY CALLING UNDERGROUND / MAY 30, 1995; GEOTECHNICAL UPDATE AND GEOTECHNICAL DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INVESTIGATION. GREEN VALLEY. ENCINITAS RANCH. ENCINITAS, CA. INSTALLED. SERVICE ALERT: (800) 422 -4133. NOTICE OF THE PROPOSED WORK ' tJ SHALL BE GIVEN FOR THE FOLLOWING AGENCIES: PREPARED BY LEIGHTON AND ASSOCIATES DATED JUNE 7, 1995 i SAN DIEGO GAS &ELECTRIC V1 W, i SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN, 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL PACIFIC BELL TELEPHONE � ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SHALL BE PLACED IN ACCORDANCE WITH THE APPROVED SOILS REPORT. CAN - DANIELS CABLEVISION RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE SEWER - LEUCADIA COUNTY WATER DISTRICT REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL - SAN DIEGUITO WATER DISTRICT SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED _ - - - y IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED \ 6 APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S 7. A SOILS REPORT MAY BE REQUIRED PRIOR TO THE ISSUANCE OF A � 9 u,. RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL BUILDING PERMIT. CONJUNCTION WITH IMPROVEMENT PLANS. IN STRICT ACCORDANCE WITH THE APPROVED SOILS REPORT AND THE 8. APPROVAL OF THESE PLANS BY THE CITY ENGINEER \ 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE SPECIFICATIONS. DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED '� - f GRADING. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. K EY MAP 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS, 9. THE CITY ENGINEER'S APPROVAL OF THESE PLANS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE DOES NOT CONSTITUTE CITY BUILDING OFFICIAL APPROVAL OF IMPORTANT NOTICE SCALE: 1 " = 400' REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ANY FOUNDATIONS FOR STRUCTURES TO BE PLACED ON THE AREA ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR COVERED BY THESE PLANS. NO WAIVER OF THE GRADING SECTION 4216/4217 OF THE GOVERNMENT CODE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO ORDINANCE REQUIREMENTS CONCERNING MINIMUM COVER OVER REQUIRES A DIGALERT IDENTIFICATION NUMBER BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE EXPANSIVE SOILS IS MADE OR IMPLIED (SECTIONS 87.403 & BE ISSUED BEFORE A "PERMIT TO EXCAVATE' ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE 87.410). ANY SUCH WAIVER MUST BE OBTAINED FROM THE WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER OR A LICENSED LAND SURVEYOR. WITH THE GRADING ORDINANCE. DIRECTOR OF OPL. CALL UNDERGROUND SERVICE ALERT SHEET INDEX TOLL FREE 1 -800- 422 -4133 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE TWO WORKING DAYS BEFORE YOU DIG. 1 TITLE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE 10. NOT USED FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE 2 LEGEND, DETAILS REGULATIONS. FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL 11. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO 3 DETAILS SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENG A CONTOURED TRANSITION FROM CUT OR FILL FACES TO OWNERS 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. NATURAL ROUND AND ABUTTING CUT OR FILL SURFACES. PAUL ECKE RANCH, A CALIFORNIA CORPORATION SOILS ENGINEERS CERTIFICATE 4 PLAN SHEET MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE PAUL ECKE JR. CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT 12. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE I, _JOSEPH G_ FRANZONE _ A REGISTERED CIVIL ENGINEER IN THE STATE NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ALL OF THE DRAINAGE FACILITIES AND DRAINAGE APPURTENANCES TRUSTEE OF THE PAUL ECKE SR. TRUST DATED SEPTEMBER 8, 1983 5 DRIVEWAY PROFILE THAT ARE REQUIRED BY THE SOILS AND OR GEOLOGICAL REPORTS GRADING ORDINANCE AND NOTWITHSTANDING THE APPROVAL OF OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL THESE GRADING PLANS, THE PERMITTEE IS RESPONSIBLE FOR THE P.O. BOX 488 MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING FOR THIS PROJECT WITH PRIOR APROVAL OF THE CITY ENGINEER. PREVENTION OF DAMAGE TO THE ADJACENT PROPERTY. NO ENCINITAS, CA. 92024 6 -9 PLAN SHEETS THE TIME OF CONSTRUCTION AND M T. CPsL�F;CONSTRUCTION OF CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE (619) 753 -1134 A THESE DRAINAGE FACILITIES AND APPURTENANCES SHALL BE AS PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY DIRECTION BETWEEN THE DATES __ A 2 6 AND MAY 5, 1995, 10 PAVING AREA DELINEATION PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, LINE AS TO ENDANGER ANY ADJOINING PUBLIC STREET, SIDEWALK, ONE COMPLETE COPY EACH OF THE TWO SOILS REPORTS COMPILED FROM THIS STUDY, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING DIRECTED BY THE PROJECT SOILS ENGINEER AND / OR GEOLOGICAL PAUL ECKE JR. AND ELIZABETH ECKE PAUL ECKE III REPORTS. ALLEY, FUNCTION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN CO- TRUSTEE UNDER TRUST AGREEMENT P.O. BOX 488 11 -24 PLAN SHEETS DATED MARCH 7, 1983 ENCINITAS, CA. 92024 OTHER PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND ADVANCE BY CALLING (619) 633 -2770. 7. THE CONTRACTOR SHALL BE FAMILIAR WITH AND ADHERER TO ALL PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE GQrTEL REPORT FOR EROSION, SILTING, SCOUR OR OTHER DAMAGE WHICH MIGHT P.O. BOX 488 (619) 753 -1134 THIS PROJECT HAVE BEEN INCORPORATED IN THE GRAPIN�,P 10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PALEONTOLOGICAL REQUIREMENTS /MITIGATION REQUIREMENTS DESCRIBED RESULT FROM THE GRADING DESCRIBED ON THIS PLAN. THE ENCINITAS, CA. 92024 SPECIFICATIONS. 1 y ~ PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE IN E.I.R. (619) 753 -1134( DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY WILL HOLD THE PERMITTEE RESPONSIBLE FOR CORRECTION e ` +• OF NON- DEDICATED IMPROVEMENTS WHICH DAMAGE ADJACENT SIGNED: _cw_e_.___'OSL�'H G. �r CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 8• CONTRACTOR SHALL VERIFY GROUND WATER LEVELS BY PERFORMING AN CHARLES & RUTH CARTER CARLTAS COMPANY r INVESTIGATION PRIOR TO THE START OF GRADING. PROPERTY. Et1: .NZONE 1, SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 5615 SOLEDAD RD. 5600 AVENIDA ENCINAS, STE. 100 RCE N ..__ _____ CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING 13. SLOPE RATIOS: LA JOLLA, CA 92037 CARLSBAD, CA. 92008 -- - - - - -- 39552 asr � OPERATION. NOTIFICATIONS: (619) 454 -1892 (619) 431 -5600 EXP. DATE:__ 12 _31 _3°• �Z' 3 � x � CUT - 1 1/2:1 WHERE SHOWN; 2:1 OTHERWISE CIVIL y 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES "' AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A PERMIT BUT FILL - 2:1. SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE PERMITTEES LEGAL DESCRIPTION �k{} cR RELEASE OF SECURITY, A RAIDEDACERTIIFICATION /SOHALLINBE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR • PROVIDED STATING: "THE GRADING UNDER PERMIT N0. _HAS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN APPROVAL OF THE DIRECTOR OF PUBLIC WORKS AFTER REVIEW OF CARLTAS COMPANY ZELMAN RETAIL PARTNERS PORTION OF SECTIONS 2, 3, 10, 11, ALL PART OF TOWNSHIP 13 SOUTH, RANGE 4 WEST, BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE ON THESE PLANS, HOWEVER: A REPORT FROM A SOILS ENGINEER. 5600 AVENIDA ENCINAS, STE. 100 TTY F N RD., SUITE 221 SAN BERNARDINO BASE & MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- CARLSBAD, 56 92006 CITY Of DUS 3-0030 CA 91748 STATE OF CALIFORNIA. GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE THE CONTRACTOR IS REQUIRED TO TAKE DUE EXCAVATION: 1 14 C.Y. FILL: ATE P 000 C.Y. (619) 431 -5600 (818) 913 -0030 PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING WASTE/ ED FOR 121 WAS O C.Y. A SEPARATE PERMIT MUST BE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT OBTAINED FOR WASTE OR IMPORT AREA. OWNER'S CERTIFICATE: TOPOGRAPHY SUCH GRADING OPERATION. IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES 14. SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE TOPOGRAPHY IS BY SAN -LO AERIAL SURVEYS, INC.. PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR FLOWN ON 6 -8 -93. SITE ENVIRONMENTAL DATA LOCATION OF UTILITIES AND NOTIFICATION OF OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND GEOLOGIST HAS BEEN WILL BE RETAINED TO SUPERVISE S COMMENCEMEN T OF WORK: THE PERMITTEE WILL NOTIFY THE DIRECTOR OF PUBLIC WORKS OF ALL GRADING AN ISE ON THE COMPACTION AND THE DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE �TfAtC� Y HE ITE, 11 NOTE: OF1 S,4 ®0� , � y s 1. STEEPEST EXISTING NATURAL SLOPE ON -SITE: 1:1 A. SEWER - LEUCADIA COUNTY WATER DISTRICT UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR OF PUBLIC WORKS TO DO SO. ' DATE: �. "' 7 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR 4 CA �'` $ B GAS AND (619) 753 -0155 4 �t 2. MAXIMUM VERTICAL DEPTH OF CUT: 56' ELECTRIC - SAN DIEGO GAS & ELECTRIC NATU E _ WITH AND IMPLEMENT REQUIREMENTS OUTLINED WITHIN THE (800)- 422 -4133 FOLLOWING PROJECT PERMITS: 3. MAXIMUM VERTICAL DEPTH OF FILL: 28' C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT 15. NOT USED E ~ U. S. ARMY CORPS OF ENGINEERS 404 PERMIT Gz (619) 753 -6466 ~ CALIFORNIA DEPT. OF FISH & GAME STREAMLINE , ,^ anF�len 4. AVERAGE DEPTH OF CUT: 11' - SAN DIEGUITO WATER DISTRICT 16. THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE FOR THE `, / m (619) 753 -1145 IN (619) TW�CONTRACT DOCUMENTS NOR CONS ALTERATION AGREEMENT, SEC. 1603 WOHE DECLARATION O RESPONSIBLE CHARGE ~ STATE WATER RESOURCES CONTROL BOARD, },.. " v etawa 5. AVERAGE DEPTH OF FILL: 13' D. TELEPHONE - PACIFIC BELL BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK OR THE DIVISION OF WATER QUALITY.. ' (800) 422 -4133 T I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I ~ GENERAL CONSTRUCTION ACTIVITY STORM WATER PERMIT PACIFIC aC gtyFESS/ E. CABLE TV - DANIELS CABLEVISION CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR OR HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS EKWAC EARTHWORK: Q SUBCONTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANY CALIFORNIA COASTAL COMMISSION COASTAL PERMIT N0. S-94-60 L• OCEAN O 4 ! (619) 438 -7723 � � �H Mirc OTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE CUT = 1,149,000 C.Y. `' A 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 ENGINEER'S EMPLOYEES. THE ENGINEER WILL NOT BE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ~ U.S. FISH AND WILDLIFE SERVICE SEC. 7 10(a) OR 4(d) w , RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO r SPEC /AL RULE NOTE • ,?' 5" . sG CARWF FILL = 1,270,000 C.Y. ptp 9/3p/ NO. 35134 (619) 633 -2770. 95 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: * OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE - MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, W GRAD/N6 0RD /STURBAN.^r TO N.4r;II vmrrAr/ON SHALL IMPORT 121,000 C.Y. Sp c1v1� 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR �P AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 9r INSPECTION. PHONE: (619) 633 -2770. ALL WORK PERFORMED OCCUR /NAPEASOFSENS /T /LIE 9 /OL�r /CAL HAB /rArREfil/LATED VICINITY MAP tJ1 17. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND BY THE Slliiii Rl1LE ADOPTED FOR r//E C441m) N/A 6HATCATCf/ER ��' / NO SCALE CA11 WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION Z COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING O'DAY CONSULTANTS, INC. IN ACCORDANCE W /T/! SFCTmN 411 OF rNE FEDERAL END4N4FfXrQ AND REMOVAL. _ < THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT 7220 AVENIDA ENCINAS STE. 204 SOE'C/E3 A [T LINT /L ALL REIEYANT PE/c'M /J3' REQU/RFD BY THE CARLSBAD, CA. 92009 ACT HAYS BEEN /?SUEj/. DESIGNED BY: J.D., H.R. DATE: SEPT. 1995 � V) SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL (619) 931 -7700 f WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, DRAWN BY: G.S.M..T.G. SCALE: AS SHOWN Z INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION CARLTAS DEVELOPMENT PROJECT MGR.: J.LM. JOB NO.: 9 -1009 C WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING BY DATE ZELMAN RETAIL PARTNERS ® COMPANY C 0 N S U LTA T S FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE R. . N 3��{ EXPIRE R/W I VARIES 116' - 137' PVMT. SECT. PER IMP. PLANS; 15" r 1— — _27 TYPICAL SECTION - LEUCADIA BLVD. NOT TO SCALE R/W R/W R/W R/W R/W R/W R/W 93' 72' 5' 13' PVMT. SECT. 10' 8' PVMT. SECT. 5 PER IMP. PLAN \AN PER IMP. PLANSI 2' 2' R \fie' Q 2' S VAR ELEV. DER PLq ?.� ti' \. 2 F5 P� 2' 75,7 LEV. PER PLAN — _ 2% ? 7 2 i ER \Mp P _— ELEV: PER p a 1 2% ESP 3'%.* \ L, LAN PER FLAN 1 f— _ 2 =� ELEV. I 2,• T PEP, - 12" 12" \ TYPICAL SECTION - WOODLEY ROAD TYPICAL SECTION - VIA CANTEBRIA NOT TO SCALE NOT TO SCALE TYPICAL SECTION - GARDEN VIEW ROAD (SOUTH OF VIA CANTEBRIA) NOT TO SCALE R/W VARIES 84' 106' 10' PVMT. SECT. PER IMP. PLANS NS s• \N' Q\A 7 27 2, ES QrL� r_ 2- 4-1 -- L R/W TYPICAL SECTION - GARDEN VIEW ROAD (NORTH OF VIA CANTEBRIA) NOT TO SCALE R/W VARIES 84' - 106' N 19' i 19, 10' 9' 9' 10' N5 2' FS QER 2' �2% _ 2 %► y L _1 12" L JLV I IVII - VAT%W1111I \ (STA. 50 +37.70 TO STA. 70 +00. NOT TO SCALE i ZELMAN BETA ARTNERS 1661 HAN R ROAD, SUITE 221 CITY OF I STRY, CALIFORNIA 91748 TEL (818 3 -0030 FAX (818) 913 -6169 REVISIONS PROVED I DATE REFERENCES DATE R/W P1ANE ELEV. PEA PER R/W R/W 10' VARIES 63' - 71' � Qs� -PVMT. SECT. 13' PER IMP PLAN Q 407 2' I 27. I DLL.IIVN — VIA L WITH PEDESTRIAN TRAIL NOT TO SCALE .l PVMT. SECT. PER IMP. PLANS Ei Q 2 L_*"-` 2% _ JLl►IIVIV - VI WITH STANDARD SID NOT TO SCE VARIES 70' - 88' PVMT. SECT. PER IMP. PLANS Q� ESQ 21 �•-- - -� L R/W R/W 5' ROUND TOP OF SLOPE - - - - I WHERE NOTED ON PLAN SLOPE ROUNDED INTO NATURAL GRADE PER PLAN VIEW NATURAL GROUND PER TYPICAL SECTION - ACCESS ROAD NOT TO SCALE ®CARLTAS DEVELOPMENT COMPANY 5600 AVENIDA ENCINAS " SUITE 100 " CARLSBAD, CALIFORNIA 92008 U.S.A. (619) 431 -5600 FAX (619) 431 -9020 BENCH MARK SCALE SPECIAL DISU DESCRIPTION: TOP OF BRASS DISK IN WELL MONUMENT. LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL AS SHOWN RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL, PG. 105 VERTICAL AS SHOWN ELEVATION: 120.20 DATUM: M.S.L. PLAN NO SCALE M LOPE 1.5:1 BE STEEPER WITH GEOGRID PER SOILS ENGR. RECOMMENDATION f - EFFECTIVE SLOPE NO SCALE * ALL SLOPES OVER 15' HIGH TO BE UNDULATED WHERE NOTED ON PLAN TOP OF SLOPE EFFECTIVE SLOPE 1.5:1T / 2:1 TOE OF SLOPE TYPICAL SLOPE SERRATION (WHERE NOTED ON PLAN) NO SCALE 2 "X4" REDWOOD HEADER 2" A.0 -- 1 "X2 7X24" STAKE 10' O.C. DETAIL - REDWOOD HEADER NO SCALE STORM DRAIN NOTES 1. STORM DRAINS SHOWN ON THESE PLANS ARE PRIVATE SYSTEMS UNLESS OTHERWISE NOTED. 2. ALL STORM DRAINS PER THESE PLANS ARE TO BE 1350 -D UNLESS OTHERWISE NOTED. 3. P.V.C. STORM DRAINS PER THESE PLANS TO BE J.M. RING -TITE SEWER PIPE OR EQUIV. 4. STORM DRAIN TRENCHING AND BEDDING PER SDRSD D -60. LEGEND DESCRIPTION DWG. NO. SYMBOL (SDRSD UNLESS OTHERWISE NOTED) FUTURE FINISH FLOOR ELEV .. ................. FF 117.00 PAD ELEV ............................. FG 10405 EXISTING CONTOURS ...................... ��. ............ 0.120 �.... PROPOSED CONTOURS . .................... . BUILDING LINE ......................... . EXPOSED BLDG.FOOTING (SEE DETAIL) . .......... F LIMITS OF GRADING . ............... ..... . GRADED SLOPES (2:1 UNLESS SHOWN 0TH ISE)...... PROPOSED SPOT ELEVATIONS (TC, FS G AS NOTED). .. 289.7 CUT -FILL LINE ......... ................ F ��- BROW DITCH . ..... ...... . D -75 . ....... . EARTHEN SWALE . . . . . .. . . . . . . . . . . . . . . . . . �- RETAINING W (SIZE, MATERIAL PER PLAN) . ...... . CRIB . ........................ MENT MONUMENT (SEE SOILS REPORT) . ....... . O PRIVATE SURFACE IMPROVEMENTS * A.C. PAVING (SEE NOTE BELOW) . ........... P.C.C. SIDEWALK . .......... . G -7 . ....... . PEDESTRIAN RAMP. ......... .G -27 TYPE 'A', G -32 IT 6" TYPE 'G' CURB & GUTTER. ... . G -2 . ....... . 6" TYPE 'B -1' MEDIAN CURB. .. . G -6 . ....... . CURB . ................ . G -1 . ....... . REDWOOD HEADER (SEE DETAIL THIS SHEET). ........ . PRIVATE DRAINAGE IMPROVEMENTS ** STORM DRAIN (SIZE, TYPE PER PLAN) . . .' . . . . . . JIL CONCRETE LUG . ........... . D -63 . ....... . = —_ — - TYPE 'A' CURB INLET . ......... D -1 . ....... . TYPE 'B' CURB INLET. D -2 ......... . ....... c TYPE 'F CATCH BASIN . ....... . D -7 . ....... . TYPE 'G' CATCH BASIN . ....... . D -8 . ....... . TYPE 'I' CATCH BASIN . ....... . D -29 . ....... . TYPE 'A' STORM DRAIN CLEANOUT. . . D -9 . ...... . GRATE INLET, BROOKS No. 1818 . ............ . GRATE INLET, BROOKS No. 2424 . ........... . CMP RISER (SEE DETAIL DESILT. BASIN, SHT. No. 3). ... . STRAIGHT HEADWALL . ........ . D -32. ....... . PIPE COLLAR . ............ . D -62. ....... . OTHER IMPROVEMENTS (REFER TO BUILDING PLANS) TRASH ENCLOSURE T T LOCATION . ................ r �1 x TRANSFORMER LOCATION y .................. TRANS. SITE LIGHTS . ......................... . D-00 0 * PAVEMENT SECTIONS: PARKING AREAS - LIGHT -DUTY PAVEMENT . . . . . . . . . . . . . . . . .. . . . . . . . . SAC / 6 "AB MAJOR DRIVE AISLE & TRUCK ACCESS - HEAVY -DUTY PAVEMENT . . . . . . . . . 4 7AC NOTE: PAVEMENT SECTIONS ARE MINIMUM & PRELIMINARY. FINAL PAVEMENT THICKNESS TO BE DETERMINED BY SOILS ENGINEER PENDING SUBGRADE R -VALUE TESTS. ** SEE STORM DRAIN NOTES THIS SHEET. Q C" SUCTION DETAILS FOR TRASH ENCLOSURES, 'SITE LIGHTING, STRIPING, DECORATIVE PAVEMENT, SITE SI GE, WALKS FRONTING BUILDINGS, HANDICAP PARKING STALL, ETC., WILL BE SHOWN ON ARCHITECT SITE PLAN DRAWINGS. CONSTRUCTION AILS FOR SITE LANDSCAPING AND MISC. HARDSCAPE FEATURES WILL BE SHOWN 0 NDSCAPE DRAWINGS. CONSTRUCTION DETAILS FNRETAINING WALLS HIGHER THAN THREE FEET WILL BE PROVIDED ON t/f SEPARATE DRAWINGS AND P TIED THROUGH THE ENCINITAS BUILDING DEPARTMENT. Z a E J DESIGNED BY: J.D., H.R. DATE: SEPT. 1995 N DRAWN BY: G.S.M..T.G. SCALE: AS SHOWN Z PROJECT MGR.: J.L.M. JOB NO.: 93 -1009 DcP. 9/30/95 U O NO. 35134 * C 0 N S U L T A44 T S 7220 Avenida Encinas Civil Engineering a CIV1%- Suite 204 Planning ENGINEER OF WORK: 0 9 f�� Carlsbad, California 92009 Processing ^ M O`CAE1 619- 931 -7700 Surveying � pa Fox:619- 931 -8680 DATE: E EY L.19kHELL RCE 35134 W �ch J.D. H.R. 1 G.S.M. T.G. i ArrKUVALJ c;ITY Ut ENCINI AS ENGINEERINGtAEPARTME N DRAWING NO z %w PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVER GRADING PLANS FOR: H BY: ,�. ENCINITAS RANCH 94 -066 Cz z DATE: SEPT. 1995 Lai JEFFREY L MITCHELL R.C.E. NO: 35134 DATE: LO ' 2y- fy c DATE: 10 -u(' -k S GREEN VALLEY U N ITS I & III 4- � o REGISTERED CIVIL ENGINEER EXP: 9/30/95 WORK PROJECT N0. PRECISE GRADING SHEET 2 24 W d Date: 09/20/95 Time: 09:14 PC #7 FILE= F: \JOBS \931009 \95GO2.DWG R/W VARIES 116' - 137' R/W I R/W 93' PVMT. SECT, 13' PVMT. SECT. 10' PER IMP, PLANS NS 5' PER IMP. PLAN N P� 5' Q� 15" ES QTR \Mp 2' 2 VPR fCfv p 2 2' FS QrLR \Me' % 2% LE ER P�q ?� 2% 2% TYPICAL SECTION - LEUCADIA BLVD. NOT TO SCALE R/W R/W TYPICAL SECTION - GARDEN VIEW ROAD (SOUTH OF VIA CANTEBRIA) NOT TO SCALE R/W R/W TYPICAL SECTION - GARDEN VIEW ROAD (STA. 50 +37.70 TO STA. 70 +00.00) NOT TO SCALE R/W VARIES 84' - 100' R/W 42' - 50' 42' - 50' 101, 32' - 40' 32' - 40' 10' 8 PVMT SECT, PER IMP, PLANS z% 2% 12" TYPICAL SECTION - GARDEN VIEW ROAD (STA. 70 +00.00 TO STA. 78 +43.50) ©1997 O'Day Consultants, Inc. NO SCALE ZELMAN RETAIL PARTNERS 1661 HANOVER ROAD, SUITE 221 CITY OF INDUSTRY, CALIFORNIA 91748 TEL (818) 913 -0030 FAX (818) 913 -6169 REVISIONS APPROVED DATE REFERENCES ,.P 01111 T, .T, R/W 12" TYPICAL SECTION - WOODLEY ROAD NOT TO SCALE R/W R/W TYPICAL SECTION - VIA CANTEBRIA WITH PEDESTRIAN TRAIL NOT TO SCALE R/W R/W TYPICAL SECTION - VIA CANTEBRIA WITH STANDARD SIDEWALK NOT TO SCALE LTAS IPANY TYPICAL SECTION - ACCESS ROAD NOT TO SCALE w�Si�■ wwftmw�wm� R/W R/W TYPICAL SECTION - VIA CANTEBRIA NOT TO SCALE SLOPE ROUNDED INTO NATURAL GRADE PER PLAN VIE 2"X4" REDWOOD HEADER 2" A.C. SIDEWALK 5' ROUND TOP OF SLOPE TYPICAL SLOPE ROUNDING NO SCALE MAX. SLOPE 1.5:1 (MAY BE STEEPER WITH GEOGRID PER SOILS ENGR. RECOMMENDATION EFFECTIVE SLOPE TYPICAL SLOPE UNDULATION* NO SCALE • ALL SLOPES OVER 15' HIGH TO BE UNDULATED WHERE NOTED ON PLAN 1 "X2"X24" STAKE 10' O.C. DETAIL - REDWOOD HEADER NO SCALE REVISED: 01 -30 -96 REVISED: 01 -22 -96 5600 AVENIDA ENCINAS • SUITE 100 • CARLSBAD, CALIFORNIA 92008 U.S.A. (619) 431 -5600 FAX (619) 431 -9020 DATE BENCH MARK SCALE SPECIAL DISTRICT DESCRIPTION: TOP OF BRASS DISK IN WELL MONUMENT, LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL AS SHOWIt RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL, PG. 105 VERTICAL AS SHOWN ELEVATION: 120.20 DATUM: M.S.L. NOTES TOP OF SLOPE EFFECTIVE SLOPE 1.5:1/ 2:1 )UND TOE OF SLOP TYPICAL SLOPE SERRATION (WHERE NOTED ON PLAN) NO SCALE CONSTRUCTION DETAILS FOR TRASH ENCLOSURES, SITE LIGHTING, STRIPING, DECORATIVE PAVEMENT, SITE SIGNAGE, WALKS FRONTING BUILDINGS, HANDICAP PARKING STALL, ETC., WILL BE SHOWN ON ARCHITECTURAL SITE PLAN DRAWINGS. CONSTRUCTION DETAILS FOR SITE LANDSCAPING AND MISC. HARDSCAPE FEATURES WILL BE SHOWN ON LANDSCAPE DRAWINGS. CONSTRUCTION DETAILS FOR RETAINING WALLS HIGHER THAN THREE FEET WILL BE PROVIDED ON SEPARATE DRAWINGS AND PERMITTED THROUGH THE ENCINITAS BUILDING DEPARTMENT. STORM DRAIN NOTES 1. STORM DRAINS SHOWN ON THESE PLANS ARE PRIVATE SYSTEMS UNLESS OTHERWISE NOTED. 2. ALL STORM DRAINS PER THESE PLANS ARE TO BE 1350 -D UNLESS OTHERWISE NOTED. 3. P.V.C, STORM DRAINS PER THESE PLANS TO BE J,M. RING -TITE SEWER PIPE OR EOUIV. 4. STORM DRAIN TRENCHING AND BEDDING PER SDRSD D -60. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: OCT. 1995 BY: TIMOTHY 0. CARROLL, JR. R.C.E. NO: 55381 DATE: REGISTERED CIVIL ENGINEER 12/31/00 EXP: APPROVALS APPROVED BY: — DATE: LEGEND DESCRIPTION DWG. NO. SYMBOL ( SDRSD UNLESS OTHERWISE NOTED) SUBDMSION BOUNDARY. 1 LOT LINE . LOT NUMBER. LOT 47 FUTURE FINISH FLOOR ELEV.. FF 117.00 PAD ELEV.. FG 104.5 EXISTING CONTOURS . 1 ZD PROPOSED CONTOURS. 120 BUILDING LINE . EXPOSED BLDG.FOOTING (SEE DETAIL) LIMITS OF GRADING. GRADED SLOPES (2:1 UNLESS SHOWN OTHERWISE). PROPOSED SPOT ELEVATIONS (TC, FS, TG AS NOTED). 2� 9,7 C CUT -FILL LINE. BROW DITCH. D -75 . EARTHEN SWALE. �- RETAINING WALL (SIZE, MATERIAL PER PLAN) SETTLEMENT MONUMENT (SEE SOILS REPORT). O PRIVATE SURFACE IMPROVEMENTS • A.C. PAVING (SEE NOTE BELOW) " P.C.C. SIDEWALK . G -7 PEDESTRIAN RAMP. G -27 TYPE 'A', G -32 6" TYPE 'G' CURB & GUTTER. G -2 6" TYPE '8 -1' MEDIAN CURB. G -6 CURB. G -1 . REDWOOD HEADER (SEE DETAIL THIS SHEET). PRIVATE DRAINAGE IMPROVEMENTS STORM DRAIN (SIZE, TYPE PER PLAN) CONCRETE LUG . D -63 . TYPE 'A' CURB INLET. D -1 TYPE 'B' CURB INLET. D -2 c TYPE 'r CATCH BASIN . D -7 TYPE 'G' CATCH BASIN . D -8 — TYPE 'I' CATCH BASIN . D -29 . TYPE 'A' STORM DRAIN CLEANOUT. D -9 — u GRATE INLET, BROOKS No. 1818 W/ TRAFFIC GRATE. GRATE INLET, BROOKS No. 2424 W/ TRAFFIC GRATE. CMP RISER (SEE DETAIL DESILT. BASIN, SHT. No. 3). �C E STRAIGHT HEADWALL . D-32. PIPE COLLAR . D-62. OTHER IMPROVEMENTS (REFER TO ARCHITECTURAL SITE PLANS)° TRASH ENCLOSURE LOCATION. T T TRANSFORMER LOCATION. TRANS. SITE LIGHTS . 0-0-0 CONSTRUCTION LIMITS / REDWOOD HEADER. CONCRETE PLANTER WALK . f ENTRANCE / RETAINING WALL. • PAVEMENT SECTIONS - SEE SHEET No. 10 NOTE: PAVEMENT SECTIONS ARE MINIMUM & PRELIMINARY. FINAL PAVEMENT THICKNESS TO BE DETERMINED BY SOILS ENGINEER PENDING SUBGRADE R -VALUE TESTS. •• SEE STORM DRAIN NOTES THIS SHEET. RpfESS/ DESIGNED BY: J.D., H.R. DATE: APR, 1996 s hkr�e A,c �!� DRAWN BY: G.S.M. T.G. SCALE: AS SHOWN PROJECT MGR.: T.C. JOB NO.:93 1009 to t� — =n C 0 N S U L T A41 T S C y �•�Z�� y 7220 Avenida Encinas Civil Engineering ENGINEER OF WORK: 7� Suite 204 Planning , CIVIL �� Carlsbad, California 92009 Processing g e o (�Lt 619 -931 -7700 Surveying DATE: Fax:619- 931 -8680 �"'°"` TIMOTHY 0, CARROLL, JR. RCE 55*1 CITY UF V ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING PUNS FOR: ENCINITAS RANCH TM 94 -066 GREEN VALLEY UNITS I &III 4334- G WORK PROJECT N0. PRECISE GRADING SHEET 2 OF Z4 XREF: FAJOBS \931009 \95602 9 -16 -97 851123 an 12' 2' 1 4 8' 1 2' /YIiJJ( NWu WALL D 3 i 2% 1 6" MOD /F /ED E&�.rw � TERRAC E DITCH PER D -75 4" Ld/7Y DETAIL 'A' - PEDTRAIL `--� 2Q NO SCALE 12' 2' 1 8' 1 2' i i Z 'fib I 2% 6 2% 3;5� I A'C./$IpEw 6" D.G. (MIN.) 9"EL'.e.. SI9E141L1Lw Pff 6-7 DETAIL 'B' - PEDESTRIAN & OFFSTREET BICYCLE TRAIL NO SCALE 10' 5.5' 12'1251 JAGT� 1 RAIL PER M -31 (SPACED NTERS OF K'EY_5rohlE- ® 6.0' O.C.) (SEE IMP. PLANS) 2% 2'02:1) 4" PCC SIDEWALK H R (PER PLAN VIEW, GRADING PLANS) N EXIST. GROUND VARIES, V MIN. SECTION: GUARDRAILZKEYSTDNI WALL* SEE SHEET 6 OF DWG 4367 -1 FOR ELEVATIONS NO SCALE * NOTE: SEE DU,44t33Lf-11 4 FDR DETRIiS. ADDITIONAL SPECS & DETAILS TO BE PROVIDED BY MANUFACTURER. ZELMAN RETAIL PARTNERS REVISIONS REV /SE DETq&5 FI E'B 400 BETA /N /M6 WALL 1661 HANOVER ROAD, SUITE 221 CITY OF INDUSTRY, CALIFORNIA 91748 TEL (818) 913 -0030 FAX (818) 913 -6169 APPROVED DATE I REFERENCES Al a \--- a 1n -Ai_ DATE 3/87X12"02" STEEL PLATE #4 REBAR REBAR WELDED TO STRAP 6" O.C. 1/2"X1/2" STEEL STRAP / WITH 318" BOLT DETAIL — GRATE ASSEMBLY NOT TO SCALE NOTE: HOT DIP GALVANIZE ALL STEEL AFTER FABRICATION I - o r NOT TO 2'1 2' GRATE ASSEMBLY PER DETAIL, THIS SHEET 1' P. Cl: CUT -OFF WAL L Z CMP RISER, DIAM. PER PLAN 7 B" MIN. 3/4" GRAVEL N o TPERF N SCH. 40 PVC — — — C_,01NC. PIPE COLLAR ,.._ PER D (oZ °o o °o °o °o °o °o °o °o °o °o° CMP 0 LET PIPE SIZE, SL E PER LAN N FL OW "PCP /CMP WELDED SEAM r OU TLET PIP E BEDDING FO R OUTLE 4' " \ TD BE NATIVE 6" FL RISER PER PLAl . ~• •- FL PER PLAN L12"MIN. GONG ANCHOR 2' Ml)d SEE "SECTION - 8" PVC CONCRETE ANCHOR BLOCK 560 -C -3250 & GRAVEL" ABOVE 5 SACK /C.Y. CONCRETE 5' DETAIL - TYPICAL DESILTING BASIN NOT TO SCALE FUTURE ROAD 20' SUBGRADE 2' FINISH SURFACE ASPHALT PER EARLIER 7' 3' 2' ' ' "'' "" CONSTRUCTION PHASE 2' 5' G' N 1/2" GRAVEL (TO BE REMOVED BEFORE PLACEMENT OF BASE MATERIAL & PAVEMENT) DETAIL - GRAVEL ENTRY RAMP r /'- SEE SHEET Nos. 4 & 7 NOT TO SCALE G' _ 1 I 1 i TERRACE DITCH I I 5% MIN. 12% MAX. PER SDRSD D -75 TYPE "D" ' X 1' DEEP BROW DITCH DOWNDRAIN SLOPE INTO DOWNDRAINS / WHERE NOTED ON PLAN SECTION - DESILTATION BASIN SPILLWAY NOT TO SCALE 6' 3' 1' �� I i TERRACE DITCH 5% MIN, 12% MAX. PER SDRSD D -75 TYPE "D" SLOPE INTO DOWNDRAINS 2' X 1' DEEP BROW REU /S 10A! ND. 3 -ZETA /N/A/GWAIL, LOT 41 DA/L9 NO 1A/C. 7/AS REl1/SED 771E RETA/AMW WALL 73P ,1WA7 /0A/, EZEURT /0A/, DR41AI46E RAID 11AW SLOAF ORADIA16 0A1 A fl7RT /GYV arZOT4 /.. 77//S RWISIDA/ /91IM 17ED 7D 771E WALL 41DA6 771E NOR A RL�J AND 6WER R /ME77fR of 1dr4! ONIV. o00FH ess/p^,� 0� Fy0 l ¢ N0.29271 1z A'�N/ALD L. A&& A9 Exp.3/31/99 AM 89271 W. 111-W -99 _ IoTij9(. of CA`\�oQ�� DATE , SECTION- OUTLET PIPE/CUT-OFF- NOT TO S CRLE LOCATION PER PLAN SECTION - TYPICAL SWALE 2% MIN. — 5% MAX. NOT TO SCALE DITCH DOWNDRAIN WHERE NOTED ON PLAN ES Z H DETAIL - TYPICAL SLOPE BENCH SECTIONS SOS/ "Y DESIGNED BY: J.D., H.R. DATE: SEPT. 1995 NOT TO SCALE �F�'� L M�lc� �� DRAWN BY: G.S.M..T.G. SCALE: AS SHOWN 08 ® CARLTAS DEVELOPMENT �f PROJECT MGR.: J.LM. JOB N0.:93 ,GG9 Q �, D(P. 9/30/95 COMPANY A 8- No. 3s, 34 c o N s u L T A T S �� 7220 Avenida Encinas Civil Engineering Q / CfVt% \P Suite 204 Planning ENGINEER OF WORK: NLiiE. 9%E'�. GA`�E Carlsbad, California 92009 Processing O 4) NC)•3 619- 931 -7700 Surveying Ch ��/191QN 5600 AVENIDA ENCINAS • SUITE 100 • CARLSBAD, CALIFORNIA 92008 U.S.A. 1dm,k DATE Fox:619- 931 -8680 DAT . �� Inc SS3�/ Nor A �T 01= 71+1 S (619) 431 -5600 FAX (619) 431 -9020 SEA NOTL " _ V�l.a �� EFFREY L. MITCHELL RCE 35134 W Ch DESIGNED BY IPPROVALS ENGINEERING DEPARTMENT DRAWING N0. x BENCH MARK SCALE SPECAL DISTRICT J.D. H.R. HR c.s.M. T.G. DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMM NDED APP VED GRADING PLANS FOR: H p MONUMENT. TM 94 -066 ex LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL AS %TOWN DATE: SEPT. 1995 BY� (I ' BY: E N C I N I TA RANCH W z RECORD FROM: SAN DIEGO COUNTY VERTICAL GREEN VALLEY UNITS, I & III 4334- G z CONTROL, PG. 105 VERTICAL AS SHOl R.C.E. NO: 35134 DATE: lr7 -i�`g� DATE: �� 1'� a O ELEVATION: 120.20 DATUM: M.S.L. REGISTERED CIVIL ENGINEER EXP: 9/30/95 WORK PROJECT N0. PRECISE GRADING SHEET 3 OF 24 W d Date: 09/20/95 Time: 09:14 PC �11 FILE =F: \J0BS \931009 \95G03.DWG PC #7 FILE =F: \JOBS \931009 \95GO4.DWG \J EXIST. 12" STEEL WATERLINE (ABAN O 0 0 m EXIST. TEL. VAULT It 00 1 (10' - -------- IN, rz C: IX3 2) �n z) — — — — — — — — - — — — -- N, — — m — —/ — —7 ...... %b --UA MIND- REAL f Z9 8L LL 9L EXIST. 15' SEWER V -4 ly 7 #L M T_ oo 71 EXIST. EXIST. I STEEL LIMITSbF GO_QING--"-,- —B7-7rM- NFAON OF BRIDGE WATERLINt M_ EXIST 1" W.S. (ABAND.. T/ BRIDGE -EXIST-.---I0"-_S ER ��--EXIST: _4 Snn; — — — — — — — — — — — J S IST. 16" STEEL WATERLINE -010 1 , _�,, �, - � ::: I ! - _4"_ - _7 ms "18" SEWER -7 ST, TEL. VAULT now 30 S M--- 'CPA S U� . (n Cp 0 2:1 7"— 80 — --- — --- EXIST. 16"' — — — — — — 80 <Z � --- --- DO •_V GRADING IN NEL PER LIMITS OF PROP SEI� :11 C; AL 4- — I T DWG. No. 367-1 0.5% Of ii�� ,, .1 �_n z- , 100 YR. FLOOD I - , SAND & SILT L. PIL T �A_.ATER SEPARATORS PER H N L C MODIFIED A- 7 C.O. C.0, (OR FO, I'vA, FN LIMIT OF PROPOSE T PLUMBED IN PARALLEL FL 7d 50 IN, TOP=80.08, RIM=91.08 0 FL 33 OUT, BTM.=73.29 OD T <ibl 78. .7 LOT 14 7-7 C.L. PILOT CHANNEL 48.82- 36' RCP — < EXIST, 8" PVC __EXIS7 S. -PER— — — — — — — — LL1 — — — — — — — DWG. 4367-1 SHT. N 0 --- 80 MULTI—SPAN --- — --- MAX. 810 BRIDGE I I I I I OMITS OF.,GRAD'IN'(�. 50' - 8" PVC STORM DRAT — — — — — ® — z CONCRETE TO D.G. I — UM OF GRADING 2.1 MAX. WALKWAY TRANSITION 7810 LLJ 90 f T U 90.60 -WL= U� 0 A3 0 m /a- 0 E 17� Cn cl� RC yq I' DEE C.D ffi - * 0 77_ -TILI 11Z IN 85.39 .0 0 U _T CONC. WALK PER WALK PER DWG No. 4367-1 DWG N "36 I UmIlb OF CONSTRUCTION V) OMITS Or CONSTRUCTION LI QF7 S1 L cLE F S VA MATOK EXIST, IL BEGIN CRIBWALL CONSTRUCTION 'a5 LJLJ 1 1 f PRIVATE IMPROVEMENTS f SEE IMPROVEMENT PLANS F V3 1 3' CONIC. 1 j .50 RIM PER DWG 423%,-K AZ GUTTER `771 V) PAD=99.33 CN CONTRACTOR TO REMOVE, GRAVEL ENTRY 1-kMP . If PAD= 93. 16 17 PAD=93.33 S PRIOR TO IMPROVEMENT" FUTURE IMPROVEMENTS BY OTHERS LQ 'LOT 111 �Z\ 0099� 1 \j/ CRIBWALL - SEE DETAIL SHEET No, 3 TO BE CONSTRUCTED PER SEPARATE PERMIT LOT 10 -A I DETAIL SEE S41� No. 3 0BUILT LAJ @1997 O'Day Consultants, Inc. ZELMAN RETAIL PARTNERS 1661 HANOVER ROAD, SUITE 221 CITY OF INDUSTRY, CALIFORNIA 91748 TEL (818) 913-0030 FAX (818) 913-6169 REVISIONS APPROVED DATE REFERENCES 'AS-BUILT' SO -7] io Z trll • C UTTER iA SEE SHEET No. 6 C A R L T A S DEVELOPMENT REMSED: 02-23-96 tt 10 6 COMPANY REVISED: 02-16-96 REVISED: 06-28-96 C* REVISED: 01-30-96 30' REVISED: 01-22-96 SCALE. 1* = 30' 5600 AVENIDA ENCINAS • SUITE 100 • CARLSBAD, CALIFORNIA 92008 U.S.A. REVISED: 04-15-96 REVISED: 0-09-97 (619) 431-5600 FAX (619) 431-9020 REVISED: 01-02-96 DESIGN=BY =F DRAWN BY 1 ----CHECKED BY DATE BENCH MARK SCALE SPECIAL DISTRICT R. APPROVALS H.R. I G.S.M., DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED MONUMENT. LOCATION: STA. 64+24 EL CAMINO REAL HORIZONTAL 1* - 30' DATE: OCT. 1995 BY. BY: RECORD FROM: SAN DIEGO COUNTY VERTICAL TIMOTHY 0. QkRROLL, JR. R.C.E. NO: 55381 CONTROL, PG, 105 VERTICAL AS SHOWN REGISTERED CIVIL ENGINEER DATE: DATE: ELEVATION: 120.20 DATUM: M.S.L. EXP: 12/31/00 Tr �1_1140(115 �\ p I '00orl v b .4z./ pCAE '5S 3 qp/ I& SI SH E -T- IN o 7 ESS/ SIGNED BY: J.D., H.R. DATE: APR, 1996 DE ox A DRAWN BY: G.S.M..T.G. SCALE: In = 30' :> (A 1 6' �!� :93-1009 co PROJECT MGR.: T.C. JOB NO. rn C 0 11 4Z 11 1 T AXT S Q (D B ;:d C.) (D oi NO. 55mll 7220 Avenida Encinas Civil Eng OP. 12/31/00 ineering Suite 204 Planning ENGINEER OF WORK: CIVI%_ Carlsbad, California 92009 Processing Or 619-931-7700 Surveying Fox:619-931-8680 DATE: Cp> TIMOTHY 0. CMROLL, JR. RICE CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z Go GRADING PLANS FOR: 6 i ENCINITAS RANCH TM 94-066 a' = GREEN VALLEY UNITS I & M Uj 4334— G L&J L&j CD C> PRECISE GRADING SHE OF 24 X= WORK PROJECT NO. SHEET W CL F1\J1IBS\931009\95604 9-15-97 2156:15 pm Xrefs: 95-ALL, 95GRDTXT, TPM-MOD, TP48-MOD, 9509GRD PSO: 95G04 f. J 7 7 )O I 0--� E L C � v 7 JZ J 4J ►Z O J a Date: 09/20/95 rme: 10:37 PC /7 FILE =F: \JOBS \931009 \95G05.DWG -E :co E IN F: \JOBS \931009 \95605 9 -15 -97 2:58116 pm I PC #7 FILE =F: \JOBS \931009 \95GO6.DWG CRIBWALL - SEE DETAIL SHEET No. 3 j TO BE CONSTRUCTED. PER SEPARATE PERMIT z" ' ; � ( w it on Q z w I w 0 I mo 8, SEE SHEET No., LOT 10 'LOT 11; ,_ .PRIVATE IMPROVEMEMs r LPER DWS 4334 -3E ,A��_ -! cn `,. w X58' 88, . r • C cl� _. � {; ; � 1G NC � 4 � 3 CO � 0 \ k rjg I I� �t 9 UTT R �G O� H =1 .' ,, , 131' — __ - a, �Z r"TPANSII - r t I I H =18 ON LU PE D 63 1 0 �I I I �', { L;: �` A k1 E 2' =8 .91 ' ... ° 3 i' III ' • I ' '{ + I MATCH SPRINGLINE =i LOT 12 µ _ CRIBWALL EASEMENT �.. _ Fl1YUREIM — r .s `_� �' V.jw,K , / _. _A_ 1 � � / ,. / /•! - r ----- ___ PR VEMENTS � _ ti -- —==— _.— _____— -- • / /i �rI THERE r s _ ., . / 3 TYPE I'A -4' .0. suBDnsloN BOUNDARY a R.o.w PAD= 95.7 I V - / FL ll :PVC -aN 9.4.23 8 EISPBGVALt - WITS CONSTRUCTION ' u i' / SEE ~`•- �� FL , . � I� is ,��. � � � / H • 'ti - _ _ ___. _ Fci� 19d' 30-_ ,e -•".- `,. -. \o l4i i / ;� `,l l / / ,gam 1 /L1 5�- -•—� -- -°"'' tip; '\.. _ 71 l 5' TYPE 'B -1' CURB R/W TC 101,40. LP LO °° i( i / / ��' �5 GR 100.57, If 96.32 `. /` — — — — II� - / r L , — — 8' TYPE !B 1' .I. • ' 0? , / /I ar // /.o #, I PAD ,1 f" o — 103.20 ry 1 f � _ i r r LIMITS OF GRADING / s / /° 1 23.15"lllll, 12 PVC � / /s ®18.1% 1q, to /R/ FUTURE IMPROVEMENTS jl BY OTHERS (DWG. 4828 —G) I €'I -------- - - - -�I r I l • rn . 111.2 '~ �\ 100 PAD = 105.20 I I' •1 N olii � v I, 1 \ _ r t no -- v \ ~� � �i •/ 1 - - x O MPLE E� � 482 CCx ' =_ = w PEK FS .9 113.5 \ �``-. • � � � �'`Q' � \ - - ENHANCED PAVING, SEE ARCHITE URAL SITE PLANS FOR DTfAIL Ill — — r ©1997 O'Day Consultants, Inc. SEE S H E E T N 1. REVISED: 03 -29 -96 ® CARLTAS DEVELOPMENT REVISED: 02 -23 -96 REVISED: 07-22 -96 A�- BUILT ' , ZELMAN RETAIL PARTNERS COMPANY REVISED: 02 -16 -96 REVISED: 06- 28 -96/ 1661 HANOVER ROAD, SUITE 221 CITY OF INDUSTRY, CALIFORNIA 91748 TEL (818) 913 -0030 FAX (818) 913 -6169 5600 AVENIDA ENCINAS • SUITE 100 • CARLSBAD, CALIFORNIA (619) 431 -5600 FAX (619) 431 -9020 92008 U.S.A. REVISED. REVISED: REVISED: 01 -30 -96 01 -22 -96 01 -02 -96 > > ju SCALE: 1• = 30' Aji S-53 fl/ REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT W APPROVALS JD., HERO. g T.G. - BUILT' DESCRIPTION: TOP OF BRASS DISK IN WELL MONUMENT, LOCATION: STA. 64 +24 EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL, PG. 105 ELEVATION: 120.20 DATUM: M.S.L. HORIZONTAL 1" - 30' VERTICAL AS SHOWN PLANS PREPARED UNDER No" 0. CARRDU. JR. REGISTERED CAS ENGINEER SUPERVISION OF DATE: OCT. 1995 R.C.E. NO: 55381 EXP: 12/31/00 RECOMMENDED BY: DATE: APPROVED BY: DATE: k/ 1 .c,. MPR T 9§, 0 —Z F_ 24' 24 •4p T SI 40 CONCB PAD _ RATE IN L T D L. E '+ yy g 1 7 30.211l PVC . ° ®2.4 - \ 1 II a, Vp 18054 II -- _ / ITYPE 'fl' C.I. g 5.13 I • FL TVA ° I 1 7:75' 12" PVC 0 54% _ I I v PROVIDE 2. TC i i I LUG INTO 24" RCP I I ( I WIDE CURB �O FL 24" RCP =97.25 Z OPENING FL 12 RCP =97,75 _I I ? MATCH SPRINGLINES Jill I I'1 LUG INTO 24" RCP FL it we =ss:�i IIII . II i MATCH SPRINGLINE$ FUTURE IMPRO��VyjE�MENT$ EP II I I I PE2 ✓T�s- pII PROVIDE 2:0 1 L 8 P I: PAD #7 ' U ENINGRB II'I I I� I PAD= 106.70 fi LOT 19 I ' I: TYPE 'A -4' C.O. I �1 104.30 fl IN ( b ` .: 1 7 103.97 FL OUT I ' / 2:1 \ \ 1 0 +30 BV1 P-ATT -4 ��• � ti SFr h �� ' ' I Tr 1.4 I \ e OFESS/ DESIGNED BY: J.D., I DATE; APR. 1996 A q �2 �� DRAWN BY: G.S.W.T.G. SCALE: 1" = 30' PROJECT MGR.; T.C. JOB 193 -1009 W m C 0 N S U L TA44TS y NO. ''1'1' M1 7220 Avenida Encinas Civil Engineering 7• EDXP' 12/31/00 * ENGINEER OF WO Suite 204 Planning ' Carlsbad, California 92009 Processing % 619 -931 -7700 Surveying OF CAL \f Fox:619 -931 -8680 DATE: t TIMOTHY 0. CARROLL, JR. RCE 55 81 CITY OF 1 ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING PUNS FOR: E N C I N I TAS RANCH TM 94 -066 ' i GREEN VALLEY UNITS I & IQ 4334- G SHEET i WORK PROJECT N0. PRECISE GRADING ' OF 24 6A i F: \JOBS \931009 \951106 9 -1J -9/ 3'UU+GJ Pm Xrefs: 95 -ALL, 95GRDTXT, TP211-MOD, 9509GRO FAR MPR T 9§, 0 —Z F_ 24' 24 •4p T SI 40 CONCB PAD _ RATE IN L T D L. E '+ yy g 1 7 30.211l PVC . ° ®2.4 - \ 1 II a, Vp 18054 II -- _ / ITYPE 'fl' C.I. g 5.13 I • FL TVA ° I 1 7:75' 12" PVC 0 54% _ I I v PROVIDE 2. TC i i I LUG INTO 24" RCP I I ( I WIDE CURB �O FL 24" RCP =97.25 Z OPENING FL 12 RCP =97,75 _I I ? MATCH SPRINGLINES Jill I I'1 LUG INTO 24" RCP FL it we =ss:�i IIII . II i MATCH SPRINGLINE$ FUTURE IMPRO��VyjE�MENT$ EP II I I I PE2 ✓T�s- pII PROVIDE 2:0 1 L 8 P I: PAD #7 ' U ENINGRB II'I I I� I PAD= 106.70 fi LOT 19 I ' I: TYPE 'A -4' C.O. I �1 104.30 fl IN ( b ` .: 1 7 103.97 FL OUT I ' / 2:1 \ \ 1 0 +30 BV1 P-ATT -4 ��• � ti SFr h �� ' ' I Tr 1.4 I \ e OFESS/ DESIGNED BY: J.D., I DATE; APR. 1996 A q �2 �� DRAWN BY: G.S.W.T.G. SCALE: 1" = 30' PROJECT MGR.; T.C. JOB 193 -1009 W m C 0 N S U L TA44TS y NO. ''1'1' M1 7220 Avenida Encinas Civil Engineering 7• EDXP' 12/31/00 * ENGINEER OF WO Suite 204 Planning ' Carlsbad, California 92009 Processing % 619 -931 -7700 Surveying OF CAL \f Fox:619 -931 -8680 DATE: t TIMOTHY 0. CARROLL, JR. RCE 55 81 CITY OF 1 ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING PUNS FOR: E N C I N I TAS RANCH TM 94 -066 ' i GREEN VALLEY UNITS I & IQ 4334- G SHEET i WORK PROJECT N0. PRECISE GRADING ' OF 24 6A i F: \JOBS \931009 \951106 9 -1J -9/ 3'UU+GJ Pm Xrefs: 95 -ALL, 95GRDTXT, TP211-MOD, 9509GRO SEE SHEET Nof IL t T IIC" APRO - Q . ..... . . ... FOR PH I W AIL (c SEE PEET N, z 7 I. mrs OF GRAl 0 - - ° -� - - ' I I I IN . ... . . . ...... O le0o ............. x L LIMI Ts 0"IM ti (A 0 V PAD= 49.30 I . .... z HV I 1 i z T r...... ..... .......... r RAVEL Et DIN "N'4 .......... ................ ... .................... ..... ............ : . ... ...... . LI. ........ .. . .......... 1—N -w ... . ...... IG UMM \9l4G /w D 4� 7' 0 . ............. . EX. fi . ..... `7"7 O . ......... . 38 ..... . ..... . .. . . . ............ Ivoel' TG • L.Lj f 0 ALI . ........ . . . \' . ... . . ..... . ..... k Ill Vu Ito, PRly4re 5ro wW mm. cr zza % . ......... - • --- - ------ If I ...... . . ...... II FL 9�4i?l Cv, PAD= 1,,,b2.30 A I r 16 --- ----- - ------- f \ ak ImpwarlwItIVIO C . ........ . .81Y o ill T L IMI 75 OF bu I UNHU n r. .... ... I N(V i 0k y fAkA u. . . .......... F_ 1 04:'26 I PAD= 117.801- A 01 17 N % U 1 %)0 o NII. Ilk y )n'D jV INV., ......... ..... 20 It. xv 65 W J- PAD=11'1-9'1 0 PN L 7. Igo FL LOT �5-- LQT '1,0 ti• LLJ LE"TYPE TRIPLE TYPE INLETIc LIJ j I I 20 A V) Ice, TC 112-Ov 90 TIC t UT °0 1 ...... .50 00 LO 118 Vin Tel \ .. 1 11 \N . . . . . .... ESSi SEE SHEET No 1 L AI DEStMITED BY- J.D., H.R. DATE: SEPT., 1995 dF D WN BY: G.S.M..T.G. SCALE: 1" = 30' P Oj C ECT I J.L.M. JOB 1193-1009 CARLTAIS DEVELOPMENT l 9�30/95 S U L T A T 91 19, 601 NO. 35134 C 0 S ZELMAN RETAIL PARTNERS COMPANY I'll 30, 7220 Avenida Encinas Civil Engineering ENGINEER OF WORK: Suite 204 Planning Carlsbad, California 92009 Processing 1661 HANOVER ROAD, SUITE 221 SCALE- 11" 30' OF C 619-931-7700 Surveying CITY OF INDUSTRY, CALIFORNIA 91748 5600 AVENIDA ENCINAS - SUITE 100 • CARLSBAD, CALIFORNIA 92008 U.S.A. Fox:619-931-8680 DATE:fthlill TEL (818) 913-0030 FAX (818) 913-6169 (519) 431-5600 FAX (619) 431-9020 JEFFREY L MITCHELL RICE 35134 gEjE::T DMWN .G BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL, DISTRICT D APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. JDESIGN.., H.R. R. G.S.M., T I . I A\ 9FV &RVIA16 0?A1Nffill DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECD GRADING PLANS FOR: TM 94-066 &l MONUMENT. By. 32MENDED APPX� &"n" ENCINITAS RANCH "I �k 'I 7A LOCATION: STA. 64+24 EL CAMINO REAL HORIZONTAL I* = 30' DATE: SEPT. 1995 .0. BY: - 4334— G RECORD ROM: SAN DIEGO COUNTY VERTICAL R.C.E. NO: 35134 V -q §'I' GREEN VALLEY UNITS I & III CONTROL, PG, 105 VERTICAL AS SHOWN JEFFREY L MITCHELL EXP: 9/30/95 DATE: DATE: WORK PROJECT NO. PRECISE GRADING SHEET 7 OF 24 ELEVATION: 120.20 DATUM: M.S.L. REGISTERED CML ENGINEER Date: 09/20/95 Time: 11:15 PC #11 RLE=F:\J0l3S\931009\95G07.DWG SEE SHEET No. 4 _ _ - - - - - - - - - - -° _ .. ? CONC ETEI TO D.. i r - - I E _ r� - -0rO' 1.1 % - - ` ° ° T 1 �_ b I ILK AY T �TION f 9 �'° \ 1 24 "x24" i _ 5 54" CP S.D p» �� VII - - - - _ - '�� 4 � -- - - �•� - ._ _ 95' ••. -. •,� � m� RON dt _ _ - _ - � � 106.00 TG po 4 " C, 41 f 31VA E 5 ® - - - - - - - - �ON RET 11 ` I I ORM DES „ 2. _ - 9 j}} � ..t � ® � � � 1 �•� � 1,l$' 1' DEE E S AL - - _ 5 UR ACE ` •,� ING � R 1 -_�i 1 U• SIN N ;. �, � 1 � �O 50 � PVC- - - - - ATE£ TORM 11uIIfiS OF G 1_ �nG� 7 o x - .-� , •>t ___ � �... _ __ � .. - �� s � � i � I � l I / / 1 KN NKET OF � .� ° wIDE. EP, � PER C � $ D N 0 61 2� '�•. 66.00 � c� � r00 _F.._ G 81A STRAIGH 7 � � PRIVATE STORM � ,�g,• , • "� ��.� �I RAVE L1MIT�, OF -GRADING r ? 6 ^" �� 1 l� 1\ 111 a I :. \, 5 DRAINAGf \ \ " -- - - -- _.. LIMITS OF CONSTRUCTION I I� ' Q' 1 / s EASEMENT PER o ♦ ti TC a I 1 I I I 15 1 I \ %� /� O ` C E CVI __REGARD _MAP. - i 4.86'4. ¢4 "/ _�.t m... --'' 2 1 S ,t 3 0089 PAD =99.33 I LOT 15 i k 1135 i s� "54" RCP +S D � FUTURE IMPROVEMENTS a`0 I ; RAMP E i BY OTHERS ovE GRnL NTRY „ - PAD. _ TOR TO REM TS I 1 \ i � \710 „r � __. _._ �,.,s.., r-r . ;% v� " s T ' t v P.C. PA ME T._. _ C PRIORCTO r 10 '15 - u ?: l �. o, ♦ t*°_� �: t _. - __ � � \ y �,, --'7 �� -i�� 1 �i 17 ZG �TC�•.v ,)e. a 8 VA_ �AA;.SPA . ..� 1 w� - a` \� 1'C ��"` TR AN 11 _ n OT 3 \ , NSTR CTION ' ---• \ \ � O TC ,V �y i% IC �` t, PRIVATE STORM O UT _ O • 1 \ `� � r„ ,! DRAIN 0 i2,OY _ O 1 \ 0 GR INL T �7 87,25'1 12"' 18 "X18" GRATE INLET \ ! 8 _ --aN 13- - _V- _ - r ® 2.0% �R tOL'0 / \ \ s \ TC7.30\ 96.43 0• 90 i 00 ENHANCED PAVING SEE -o N ARCHITECTURAL SITE PLANS - 00 av °rnrn AO 6 g I / FOR DETAIL f- - PAD= 102.30 tG X1E x 7 LOT 16 10 1 xo. 1$ S \ a 22f 1yPE /'' \A /�� i i • V!1\ES O. O \/ .' 'ti ' / i i/ � o .�0�' � � 1 %ice � �, �--•'' ..- -�'-il ! i 1 / ,� FUTURE IMPROVEMENTS SEE DETAIL MPR IMPROV.PLAN SHT,' 00 �` T V j� a\° \ ,� �T - 1 0 8• 0= 2' �� M / �• N !�f , SA -5, DETAIL 2 10 �O - ( :H11�a z f \ BY__OTHERS._ ' 098 \\' , -° ,o jR�v f\ \^ �� b- ► 6y 2 TYP. 40 A o lip 7f't fi , , \ � _.. � \ ®1 %/ • � .r � "' � �" / T D L E "'IL i / o e LIMITS OF CONSTRt1Gt" �i' R a ®M G� l <<A /v 0g t i,. i `� 'SR\ K \ `r 16.73 FL 7. L i__ �G� if ;'j l l V� - - -- TC . I a,Lx• '� �_ /it ,'y Qg'0� �.�:�'� 110 FS �c 0,1 �. �`� >, v v i. / T ��, F �o v ' G �1 FG oN _" LIMITS OF CONSTRUCTION I o ti - -= - - _ fiQO',r0 Q AV // i / g/ 0�' N� / 15 �• ° H, 110. FS n, -- -._h 7/.. FUTURE F , ' _ - � - � 1 � �. � � i / ., �� .. \� •m '�� = '°- --''F� C N 1 E10 �- ___--r�5 t o• / �R• _ ,z ;�, � TC h � 1 _ _ �„ rL•'� '•, G ER .-' � � � •� �AD= 104.20 FFG $ • / ,f • 1 3 - u_� 16,5 _��_ % 36 ,sUoy_. - 1 W r . IMPROVEMENT PRIVATE IMPROVEM S �� F 5 Z a �' �� " % - 11o�e PAD. BY OTHERS .- o G PER DWG 4334rx /' � .'` _. - 10 � , ZYP - F ° 88 �GK IPA D=l 1 ' -? � C 1 � f � ��" � ° =_ °•'`� / /`r � r` � 10 ° iN1-� �t �� - \ w 2 F 4 FROM � , � i 3, _... LOT 17 / , 1 , ti F Al \ 11 GK FF= 116.65 `�,• �`', i %i / / !� `o\\ ! 1 , pC -� #�_ ___ ___- V \ 10 �.A �, %`�;'\ w;,� y -'� .:/ /// 1 / ��''% 1 / ��.•!,.- „- "�w�„��°": ., \ \..�� ••. 1� 11+ 11g R0�1 f �'`' � h -" \ F / � -' .-,-� .>r \ v 112 �--` -° .,� -' NRy SO R� ° .. -' ✓` � 'SG a 1 , I l � , ,�Og9 ` _ \ \� °' '\ �;�.-, �'\ '�� / a / / � / // r } i / ii •' e _,, _ - -`� -� ,- v ,t . - , ., .�'V ,` ° " -MDSE 4 PEDF ASH N 15� ,� .,,.° �� G• iJ . `'1 I I ° - - °- .1 \y .• f / r ,. Pi ,. • °- .•(C moo, l * ro• \ i\ \\ 1 /�. / � nC � /' / / .- F4 � +j I \t , �' 1 +4 • ; \: ` / - FUTURE I I {---- _.__-: S, F, 0 / / ,� m • /i .- -•`..- MASONRY.. REf. WALL. J, ,. _° ♦ _ - �'` ' ¢ I I TC�06 ' \ 5 ��; �/ - - �P` T/ 1 zo ,',/ ,IMPROVEMENTS.._ �Ax. HTEt2.5'RSD C -4 RA I I \ \O \ X06 \� \ \\ Jt LO Ap / / / : { ) o I ;PROVIDE 2. v \ \\ a , ' / BY OTHERS" P`'' 2" 16 v� �._.� . WIDE CURB o `� \\ // 75 G� �\.._..1 ./' d, 1 :� TC �h 114.75 TG OPENING � Oo• � - \� ,• ,� O ° \ ,o +♦ % ,t.l �° 3.D , tr LOT 35-`_ i ,,G:411FL I i �o r y`ti \ \ \ o Sz y � /.; CURB PA�r` #4 \ F =\ \ " ®3 , i I I �___._._ . _. �:: ..,...: • o .% ® \ \ �. ,a-� .: 5 FS e'l � �' _� � 15, •�py f l 1� 115.65 r ^ y s HANDRAIL 1.., i 18 4 1�\ a ` °/ 63S v - 0� N k 1 T7' �►� �` 'o \ �,\ PAD= 117.28 - rc ' 4 s - g2• 18a® Fi poj o \ � \'. _ •Q.� - ..___�__\ 120.1 .,r' 7 '{17 Qom--• �` +. e � no ,. 114. •� LOT\ \ X '� �� \ Tc .. FF= 117.95. 1/ :h 1 TG ° o - 1 S ��, T gp ".�,� � �4• 6.84 F � V) I I n Q s t PAD= 117.28 c �° Aix a,' cc Z' LIMITS OF CONSTRUCTION II • ROVIDE 2:0 '11 00 TC \ ZZ �� 'O° TC 10217 114.9Q- R ti °' / \ Ri DOUBLE" TYPE G 10 • DOUBLE TYPE ,° : -� ` ,'• �\ 103 0 2• \,� / / ZC _ I �\ 2 J, , Ll.J I r3 A: "IP N CURB ��F �' INLET 8p F \ 1N 15 'G' INLET C 1.. E ING 1 f' - � i .50 T \ 116.52 r , 10 �� 1 1 �gp T rc l 'ss NF' ti\ ,118A E1 ' \N pVt / ; �,.. _ •,% T TC RG @ O i � i1 1� i 1 ,,h� /r/ �b O � •6• 1 0 \ ` 11 ..FS g �O� �o TW 117.75 iC ti 111.E ,'0j8 ©.T� f 0 g 37 , 15 �j 33' C 18 C / ,p4s ...._ f� :\ 9�� tC 121 \ ^ 11 33 i 2 117.50, .- � �< . S b - _ T / T 117 9 F / CR T / / \ \ C`Ff UZ 118. f 7B r , -` ® TS° *` t N t T �4 � \N\ E� ` • - 11 I h 1 f 1_ W 27 FS . 1 �> , . 9. .R°l tln_ti h�1_'t tp\ r7r !n 1 ,PRIVATE IMP 0 MENTs p �O$ ` - 1 ©1997 O'Day Consultants, Inc. PER DW(x 14334G -30 SEE SHEET N o 12 As -BUILT . QROFESS/ DESIGNED BY: J.D., H.R, DATE: APR. 1996 REVISED: 03 -29 -9s ®�" h`�° " R F2 �� DRAWN BY: G.S.M..T.G. SCALE: 1" = 30' N ZELMAN RETAIL PARTNERS ® CARLTAS DEVELOPMENT REVISED. 02 -23 -96 z �� ,� Z PROJECT MGR.: T.C. JOB NO.:93 1009 z COMPANY REVISED: 02 -1 s -96 REVISED: 0 =28 -9s 5538/ o' W m c o N s u L T A T S c°� °® REVISED: 01 -30 -9s No. 2/3/ 7220 Avenida to 20s Civil Engineering * am. 1z/s1 /oo * 9 9 ENGINEER OF W x , .. _ Suite 204 Planning %� 1661 HANOVER ROAD, SUITE 221 REVISED: 01-22-96 • r �%� CIV11 \P Carlsbad, California 92009 Processing a SCALE: 1 = 30 9 619- 931 -7700 Surveying ®� CITY OF INDUSTRY, CALIFORNIA 91748 5600 AVENIDA ENCINAS • SUITE 100 CARLSBAD, CALIFORNIA 92008 U.S.A. REVISED: 07 -09 -97 CAL1 Fox:619- 931 -8680 ek DATE: TEL (818) 913 -0030 FAX (818) 913 -6169 (619) 431 -5600 FAX (619) 431 -9020 REVISED: 01 -02 -96 REVISED: 01-06-97 TIMOTHY 0. CARROLL, JR. RICE 5 Af REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT °E5 H7F. BY ,M"M T.G. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Zv 'AS .BUILT' DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: TM 94 -OB6 NC ENCINITAS RANCH MONUMENT. CC z LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL 1* 30 DATE: BY: BY: W RECORD FROM: SAN DIEGO COUNTY VERTICAL TIMOTHY 0. cARRaL, JR R.C.E. No: 553e1 GREEN VALLEY UNITS I & III 4334- G W zz CONTROL, PG. 105 VERTICAL as SHOWN REGISTERED CWL ENGINEER DATE: DATE: PRECISE GRADING SHEET OF X= ELEVATION: 120,20 DATUM: M,S.L. EXP: 12131/00 WORK PROJECT Nn 7A W o- F: \J09S \931009 \951507 9 -15 -97 3:0901 pm Xrefs: 95 -ALL, 95GRDTXT, 1P28-MOD, TP40 -MOD, 9509GRD PSD: 951307 4 r J 7 >O )O � M J ^ E t C � v J Z J Ld Z 70 J C_ Date: 09/20/95 Time: 10:46 PC #11 FILE =F: \JOBS \931009 \95GO8.DWG 1 O � 0 M m t� tr E I W Z p S la F: \JOBS \931009 \95GOB 9 -15 -97 3113 :05 pm %refs: 95 -ALL, 95GRDTXT, 9509GRD, 9309TP4A, 9309TP4B . ..... . ...... .. . ............. -�A ....... ............. ^, --------- - .. ......... ...... .. . ... . ... . .... ........ If wm x. .. . .......... . . ... . . ... . ..... z ....... . "o; N. .. . ......... . ....... -_ --- -, 1 1 1 m Y xi xpw 'w rr 4 .......... "4._ ... ....... .............. . . . ..... . . ......... . ............ ....... No. 43 ... ... ........ -4 ANA. . ....... N, T_ r 4t- ONO,*. 4j ' *--w -`7 �.`< 1� - �K". ........ . I ------ -- % ING 11� E A ------ � --------------- T_ ......... I... L QT 4 A 0%- - - ------ . ......... ..... . ............ . . . ..... ... ..... .... . . .... u. xw.xE t m wvE EXIST. 24 .�MR ...... I :IST,\\l 9' RCP x -361�t ..... .. .. . . ......... PER 4 . ..... . . . . . ......... ........... ........... . ......... - - -------- . .... . - - - ---- + — --- — --- --- �\( . .......... L EXIST. 1 - - - --------- ------- --- ..xx ... _x ...... 70 x. "A . ...... . ............ .... . ..... OPLI-4 1.0 ........ . . MOW TCH,, Opt. ........ h� ATHLEnc FI E - ------ .......... SEE DWG. No. 4367-1 --tuft A & Md. No. f PCC SPILLWAY (Lill & IMMT1014,PLANS) . ..... 4' WIDE x 1' DEEP CONNECT TO X% 3T CMp RIS e THICK PCC APRON WITH NDON EXIST. 2'r-CMP IN PLACE, 0 P ot "-EDGE Of PCC APPROX.. 4'FKIJM "FILL WITH SAND SLURRY ABA 0 164. 0 FG EDGE OF CATCH BASIN STRUCTURE . . ...... .. . — — — . . . . ...... . ..... ... . . . ....... EXIST: BRO� DITCH < .... ..... ......... . PER 436/ 1, . . ... ... \._. ----- . ........ 7/ ix 0 ...... . ..... . ... ....... . . . ..... 1' DEEP EARTHEN SWALE TEMPORARY DESILTATION BASIN 8 . ........ . .......... . .. ....... . ..... . .... . ......... . ......... ......... .... .. . ........ i _SEE DETAIL SHT. No. 3 z LLJ FOR'STANDRtF,�.& RACK - - — ------ 2r 8 T A LOT 40 A . .... . ........... TD BE . .... COMPLETED H \ ........ . - bz �� . ..... OR WITS OF GODING I � ) 4 1111_1�1 i i )!L i K\J1 4906 If \ . ............... I'll . ......... \�_\_ ....... . .. \_ . ..... . ......... . IR I I E i VO ......... . . . ........ . > .. .. ........ 7777"— ------- 4 411 4 z . ........... z . . . ....... - - - - - - �A - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . ........... ................. r > ....... . ....... . ...... . . . . ........... ------------------ ..... . ... ....... .. ✓ X.... .. . ..... .... .. . .... .... ... . ..... .. - - -------- .... . ...... . ..... . ........ . ..... ..... . ...... ....... . .... . ","" ..... - - ---- ... . ........ .... ................... ... . . ...... . . . ....... . ......... . ....... a ......... . .......... . . ...... . .... ........ A . . .......... . . ..... . ...... >< . ...... .... . . ...... .. . ..... . . ......... ..... ....... . . ....... . . ..... .... ...... . ..... . . . ..... . ..... - - ---- ---------- ---- - .... . . . ... ........... - -------- - �0 ..... . . ... .............. ...... - --- — --- .. . ................ . .... . . .. ... ....... ......... ........... .. . ...... . . .......... . ........... . ......... -- - __- - --- ------ - ---------- N �13,97-� .. .... ... . ...... ... ... . ............ . . ....... .. TYP ........... . __....__ o ..... ... 15,uff f-RU: 16 Z TC .......... .. ..... . . . . - - _----------- ....... . r. Nv 167.0A 0 A W/ 15\ e. J r/fliv LOT 41 PE71 NO 180 ....... /PsA46-MI T TAIVIA16 60,411 X....... A -W11TWAS - ------- - - - /Z jog za==wc r 16 Lax . ......... .......... . ........ .011 IV....... . 11 ------ __ ...... _ '11 44W' 4j � I -4 Pr ..... A ......... wAtt M. - E6 . ........ . . ........ ROAWID I. 140440WRV 1A rE V) ?%7/ W 9 Vtq OAVT6AVA wl w1ga 11� I&ILV n# /019 re. 6a RAcIlE :5R&5r 19,0 SEE SHEET No. 14 UNE _rvu ESS DESIGNED BY: J.D., H.R. DATE: SEPT. 1995 A0 ? -jf6,V1&1111& UAL 0 LOT 41 01!49 A,, &A PVC 1146 MYSED Mc RM/t/10 6011 7YRE, WeA77ov, 610ATOyj ? 0 DRAWN BY: G.S.M.,T.G. SCALE: 1* = 30' 0 O CARLTAS DEVELOPMENT 011VA&EAM0 APR SCOPE &M&W 01A.MeflM 0jr1dT41. 71!!5 P. 9/30/95 PROJECT MGR.: J.LM. JOB NO.: 93-1009 U C) Ra1161aV 16 UIV110 WX WOU AIX& VrWkWrM1AA140 .15)WE9V No. 29271 N0.35134 C 0 IN S U L T AA T S ZELMAN RETAIL PARTNERS COMPANY 0110, C* ft MOOR OF WrWX9 Exp.3131/99 * 0 N 7220 Avenida Encinas Civil Engineering ENGINEER OF WORK: 51 .301 Suite 204 Planning 1661 HANOVER ROAD, SUITE 221 Carlsbad, California 92009 Processing CITY OF INDUSTRY, CALIFORNIA 91748 5600 AVENIDA ENCINAS /Q /V SCALE: 1" 30' OF C 619- 931 -7700 Surveying TEL (818) 913-0030 FAX (818) 913-6169 - SUITE 100 CARLSBAD, CALIFORNIA 92008 U.S.A. OF C Fax:619-931 —8680 DATE: ft RWALD L. /A LA (619) 431-5600 FAX (619) 431-9020 JEFFREY L. MITCHELL RCE 35134 Cn DESIGNED BY :FG: .F= 1 CHECKED BY M.7 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT T.G. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. A4,0VE_fi_9.f9Aff J7TL1&qT DESCRIPTION: TOP OF BRASS DISK IN WELL J.D.. H.R. I G.S.M., T.G. I PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP ED GRADING PLANS FOR' 1"n C; 9FAbVIV6 WALL ?,)V 11.1�A414- MONUMENT. SEPT. 1 95 ENCINITAS RANCH TM 94-066 AS-BUILT LOCATION: STA. 64+24 EL CAMINO REAL HORIZONTAL 1" 30' DATE: BY: BY: AB- 47 7 RECORD FROM: SAN DIEGO COUNTY VERTICAL GREEN VALLEY UNITS I & 111 4334— G Lai CONTROL, PG. 105 VERTICAL AS SHOWN JEFFREY L MRCHELL R.C.E. NO: 35134 DATE: 10 21- rf 4; DATE: 16 M ®� (21) 0 ELEVATION: 120.20 DATUM: M.S.L. EXP: 9/30/95 PRECISE GRADING SHEET 9 OF 24 REGISTERED CIVIL ENGINEER WORK PROJECT NO. Date: 09/20/95 Time: 09:42 PC #9 `1LE=F:\J0BS\937009\95G09.DWG �YP CAL CONSTRUCTION oEXCAVATE TRENCH FOR LEVEL BASE, INSTALL DRAINAGE PIPE AS REQUIRED, oPR❑VIDE GRANULAR MATERIAL FOR BASE (COMPACTED AND LEVEL) OR OPTIONAL UNREINFORCED CONCRETE LEVELING PAD, 19 BLOCK WIDTH 6" 12" ' MIN, MIN v� ' - 'O iz STEP 1 oCHECK LEVEL OF BASE COURSE, LAY FIRST ROW OF BLOCKS oCHECK ALL LINE, GRADE, AND CURVES. oINSTALL GRANULAR FILL COMPACT BACKFILL IN REMAINING AREA oSWEEP TOP OF BLOCK IN PREPARATION FOR NEXT COURSE, 1ST BLOCK -\ I 12" (TYPE B) MIN I 0'� GRANULAR MATERIAL (TYPE A) SEE PR❑FIL STEP 2 ILL oINSTALL NEXT BLOCK ACCORDING TO MANUFACTURERS SPECIFICATI ❑NS oPLACE GRANULAR FILL BEHIND BLOCKS, AND COMPACT BACKFILL IN REMAINING AREA, oSWEEP AND CLEAN OFF TOP OF BLOCK, oREPEAT STEP 3, UNTIL MIRAFI REINFORCEMENT PLACEMENT IS REQUIRED, NEXT BL❑CK--� COMPACTED BACKFIL AUTOMATIC SETBACK �. BLOCK r - � HEIGHT STEP 3 oPLACE MIRAFI REINFORCEMENT AT PROPER ELEVATI ❑N AND LENGTH SHOWN. oINSTALL REINFORCEMENT WITH THE ROLL DIRECTION (PRIMARY STRENGTH) PERPENDICULAR TO WALL FACE, oREINFORCEMENT SHOULD BE EXTENDED TO THE FRONT OF THE BLOCK OR AS DIRECTED BY FACIA MANUFACTURER, oPLACE NEXT BLOCK, PUSH FORWARD WHILE STANDING ON MIRAGRID. oPULL REINFORCEMENT TIGHT, KEEP TENSI ❑N APPLIED TILL BACKFILL IS PLACED; STAPLES OR STAKES MAY BE USED TO MAINTAIN TENSI ❑N, oADJACENT ROLLS OF REINFORCEMENT SHOULD BE OVERLAPPED A MINIMUM OF 4 INCHES. oFINISH BACKFILL PLACEMENT AND C❑MPACTI ❑N, STEP 4 oCONTINUE WALL CONSTRUCTION TO FULL HEIGHT, oPLACE ADDITIONAL BLOCK COURSES BY REPEATING STEP 3 oPLACE MIRAFI REINFORCEMENT AT REQUIRED HEIGHTS AND LENGTHS BY REPEATING STEP 4, STEP 5 oREPEAT STEPS 3 THRU 5, UNTILL WALL IS AT REQUIRED HEIGHT. oINSTALL C ❑PING UNITS, FINAL BACKFILL, AND OPTIONAL DRAINAGE SWALE C ❑PING UNIT WITH MIRAM ADHESIVE CAS PER SWALE MANUFACTURE'S RECOMMENDATION) LD H � Q STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THERFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENT BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR EM MISSIONS OF THE ENGINEER ITS AGENTS OR ITS i STEP 6 D DRAINAGE T ❑PS ❑IL CONSTRUCTION NOTES FOR MIRAFI REINFORCEMENT AND BACKFILL SOILS PLACEMENT FOR MECHANICALLY STABLIZED EARTH (MSE) WALL STRUCTURE 1.0 DESIGN PARAMETERS 8.1 1.1 DESIGN OF THE REINFORCED S ❑IL STRUCTURES ARE BASED UPON THE FOLLOWING OF 6 INCH BASE PARAMETERS; C ❑NDITI ❑NS, GROUNDWATER CONDITIONS, AND LOADINGS STATED IN SECTION 1,0 IS REQUIRED, REINFORCED FILL SOIL (SELECT FILL) THE INFILL S ❑IL MATERIAL SHALL BE FREE OF DEBRIS AND CONSIST OF MATERIAL UNLESS EITHER OF THE FOLL ❑WING INORGANIC SOIL TYPES ACCORDING TO THEIR USCS , THE T❑SDETERMINE IF❑ REDESIGN I❑ FETHEHPROP❑ ❑TRUCTURERIS❑RREQUIREDTRUCTI ❑N DESIGNATI ❑NS (GP, GW, SW, SP, SM, ML, CL) FRICTION ANGLE = 30' 2.5 DRAINAGE AGGREGATE SHALL BE C❑HESI ❑N = 150 psf 8,2 MOIST UNIT WEIGHT = 130 pcf ❑WING GRADATI ❑N. MAXIMUM PARTICLE SIZE = 4" CONDITIONS SUITABILITY OF SOIL DESIGN PARAMETERS, AND SUBSURFACE FINES CONTENT (PERCENT PASSING #200 SIEVE) < 607 PARTICLES GREATER THAN 1 112" < 20% SIEVE SIZE RANDOM BACKFILL (COMPACTED TO GE ❑TECHNICAL ENGINEER'S REC❑MMENDATI ❑N) PASSING FRICTION ANGLE = 30' 1 INCH C❑HESI ❑N = 150 psf MOIST UNIT WEIGHT = 125 pcf FOUNDATION 1.0 PRI ❑R TO AND DURING C ❑NSTRUCTI ❑N, FRICTI ❑N ANGLE = 30< 75 60 C ❑HESI ❑N _ N❑. 40 WET UNIT WEIGHT = 125 pcf 1.2 MINIMUM FACTOR OF SAFETY EXTERNAL BEGINS WITH WORK. SLIDING = 1,5 5 OVERTURNING = 2.0 BEARING = 2.0 8 5 INTERNAL RUPTURE = 1,5 PULLOUT = 1.5 1.3 GLOBAL STABILTIY = 1.3 1.4 UNIFORM SURCHARGE = VARIES 1.5 HYDR ❑STATIC FORCES 1.6 SEISMIC FORCES 2.0 MATERIALS 4.4 CARE SHOULD BE TAKEN TO ENSURE THAT THE REINFORCEMENT IS PROPERLY ORIENTED WITH THE ROLL DIRECTION (DIRECTI ❑N OF PRIMARY STRENGTH) PERPENDICULAR TO THE WALL FACE, 4.5 BACKFILL SHALL BE PLACED IN HORIZONTAL LAYERS AT NEAR - OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM OF 90% RELATIVE C❑MPACTI ❑N BASED ON ASTM D1557 -91 MAXIMUM DENSITY - OPTIMUM MOISTURE, 4.6 TRACKED CONSTRUCTI ❑N EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE REINFORCEMENT. A MINIMUM FILL THICKNESS OF 6" IS REQUIRED FOR THE ❑PERATI ❑N OF TRACKED VEHICLES OVER THE REINFORCEMENT. TURNING OF TRACKED VEHICLES SHOULD BE AVOIDED TO PREVENT DISPLACEMENT OF THE FILL AND THE REINFORCEMENT, 4.7 RUBBER TIRED VEHICLES MAY PASS OVER THE REINFORCEMENT AT SLOW SPEEDS, LESS THAN 10 MPH. SUDDEN BRAKING AND SHARP TURNING SHALL BE AVOIDED, 5.0 MODULAR CONCRETE BLOCK PLACEMENT 5.1 FIRST COURSE OF CONCRETE WALL UNITS SHALL BE PLACED ON THE PREPARED BASE, THE BASE SHALL CONSIST OF CLASS II AGGREGATE BASE COMPACTED TO A MINIMUM OF 90% RELATIVE C❑MPACTI ❑N BASED ON ASTM D1557 -91. COURSE IS MOST IMPORTANT TO ENSURE ACCURATE AND ACCEPTABLE RESULTS, ENSURE THAT UNITS ARE IN FULL CONTACT WITH THE BASE, 5.2 INSTALL BASE COURSE (FIRST COURSE) OF MODULAR BLOCK UNITS SIDE BY SIDE ON PREPARED LEVELING PAD, MAKE SURE EACH UNIT IS LEVEL SIDE TO SIDE AND FRONT TO BACK. 5.3 PLACE DRAINAGE FILL A MINIMUM OF 12" THICK DIRECTLY BEHIND THE BACK OF AND BETWEEN THE UNITS. PLACE REINFORCED BACKFILL AGAINST DRAINAGE FILL AND COMPACT. SWEEP ALL EXCESS MATERIAL S❑ THAT NEXT COURSE RESTS EVENLY ON THE ONE BELOW, G.0 GE ❑GRID LAY ❑UT OR PLACEMENT CHANGES 6.1 NO CHANGES TO THE MIRAGRID LAY OUT; INCLUDING, BUT NOT LIMITED T❑, LENGTH, GE❑GRID STRENGTH (TYPE), OR ELEVATION, SHALL BE MADE WITHOUT THE EXPLICIT WRITTEN CONSENT OF THE PROJECT ENGINEER. NONE 7.0 SURFACE DRAINAGE NONE 7.1 BACKFILL SHALL BE GRADED AWAY FROM THE SLOPE FACE AND ROLLED AT THE END OF EACH WORK DAY TO PREVENT P❑NDING OF WATER ON THE SURFACE OF THE REINFORCED SOIL MASS, 2,1 CONCRETE MODULAR BLOCK : AS PROVIDED BY THE BLOCK MANUFACTURER, 7.2 SURFACE DRAINAGE AND SITE GRADING SHALL BE THE RESPONSIBILITY OF OTHERS, 2,2 GE ❑SYNTHETIC REINFORCEMENT SHALL BE AS SHOWN ON PLANS AND 8,0 SPECIAL PROVISIONS MANUFACTURED BY NIC ❑L ❑N MIRAFI GROUP: ATLANTA GEORGIA 2,3 BASE MATERIAL SHALL CONSIST OF COMPACTED SANDS, GRAVEL AND/OR CONCRETE 8.1 THE DESIGN PRESENTED HEREIN IS BASED ON SOIL PARAMETERS, FOUNDATI ❑N AS SHOWN ON THE C❑NSTRUCTI ❑N DRAWINGS, A MINIMUM OF 6 INCH BASE ISSUE C ❑NDITI ❑NS, GROUNDWATER CONDITIONS, AND LOADINGS STATED IN SECTION 1,0 IS REQUIRED, ❑F THESE SPECIFICATIONS, SHOULD ACTUAL CONDITIONS VARY FORM THOSE 2.4 BACKFILL SHALL CONSIST OF NATIVE MATERIAL UNLESS OTHERWISE SPECIFIED , THE T❑SDETERMINE IF❑ REDESIGN I❑ FETHEHPROP❑ ❑TRUCTURERIS❑RREQUIREDTRUCTI ❑N IN THE DRAWINGS, SEDNS 2.5 DRAINAGE AGGREGATE SHALL BE A CLEAN 1 -INCH MINUS CRUSHED STONE OR 8,2 NICOL ❑N MIRAFI GROUP ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE GRANULAR FILL MEETING THE F ❑LL ❑WING GRADATI ❑N. CONDITIONS SUITABILITY OF SOIL DESIGN PARAMETERS, AND SUBSURFACE GROUNDWATER C ❑NDITI ❑NS, SIEVE SIZE PERCENT PASSING 8.3 THE OWNER OR OWNERS REPRESENTATIVE IS RESPONSIBLE FOR REVIEWING AND 1 INCH 100 - 75 VERIFYING THAT THE ACTUAL SITE CONDITIONS ARE AS DESCRIBED IN SECTI ❑N 3/4 INCH 1.0 PRI ❑R TO AND DURING C ❑NSTRUCTI ❑N, N❑, 4 50 - 0 - 75 60 8,4 ALL PLAN DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR, THE PROJECT N❑. 40 0 - 50 ENGINEER MUST BE NOTIFIED OF ANY DISCREPANCIES BEFORE THE CONTRACTOR BEGINS WITH WORK. N❑, 200 0 - 5 8 5 3.0 EXECUTION :3.1 THE FOUNDATI ❑N FOR THE THE STRUCTURE SHALL BE GRADED LEVEL FOR A WIDTH EQUAL TO OR EXCEEDING THE APPROVED LENGTH OF THE REINFORCING GRIDS OR AS SHOWN IN THESE CONSTRUCTION PLANS, PRI ❑R TO MSE WALL CON- STRUCTION, THE FOUNDATION SHALL BE COMPACTED TO 90% MODIFIED PROCTOR DENSITY AS DETERMINED BY ASTM D1557 -91 AT 1% DRY TO 3% WET OF OPTIMUM MOISTURE CONTENT, ANY FOUNDATION SOILS FOUND TO BE UNSUITABLE SHALL BE REMOVED AND REPLACED. 3.2 AT EACH REINFORCEMENT ELEVATION, BACKFILL AREA SHALL BE LEVEL BEFORE PLACING THE REINFORCEMENT, THE REINFORCEMENT SHALL BE PLACED NORMAL TO THE FACE OF THE WALL, EACH LAYER OF REINFORCEMENT SHALL BE PRE - TENSI❑NED TO REMOVE SLACK BEFORE PLACEMENT OF BACKFILL. BEFORE STARTING WORK, THE CONTRACTOR SHALL DEMONSTRATE TO THE ENGINEER THE METHOD PROPOSED FOR PRETENSI❑NING THE REINFORCEMENT, 3,3 AT THE END OF EACH DAY'S OPERATIONS, THE CONTRACTOR SHALL SHAPE THE LAST LIFT OF BACKFILL TO MAINTAIN ADEQUATE DRAINAGE AND PREVENT PONDING. 4.0 MIRAFI REINFORCEMENT /BACKFILL PLACEMENT 4,1 REINFORCEMENT PLACEMENT SHALL BE AT THE L ❑CATIONS AND ELEVATI ❑NS SHOWN ON THE DRAWINGS, 4,2 REINFORCEMENT LENGTHS SHALL BE AS SHOWN ON THE CONSTRUCTION DRAWINGS, 4.3 PRIOR TO PLACING FILL, THE REINFORCEMENT SHALL BE PLACED TO LAY FLAT AND PULLED TAUT TO REMOVE ANY SLACK, NOTElSEGMENTAL WALL BLOCKS & FOOTINGS SHALL BE PLACED ACCORDING TO MANUFACTURERS, SPECIFICATIONS, WHERE CONFLICTS EXIST, THESE PLANS SHALL TAKE PRECEDENCE, EMPLOYEES, ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESCRIPTION: TOP OF BRASS DISK IN WELL MONUMENT LOCATION: STA. 48+61 C.L. E.C. EL CAMINO REAL HORIZONAL AS SHOWN RECORDED FROM: S.D. CO. VERT. CONTROL, PGA 2 ELEVATION: 129.61 DATUM: M.S.L. VERTICAL AS SHOWN NICOLON MI MA Fl 3500 PARKWAY LANE SUITE 500 GROUP //_�_\ NORCROSS, GEORGIA 30092 SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APVROVED C✓ DATE: /�- z- BY: e Y:V_ 4c4'- ArlL"s ENGINEER R.C.E. N0. 43980 DATE: /O Zy ?C EXP. 6 -30 -97 DATE: /d -2Y- yL ALL PLANTED WALLS SHALL BE IRRIGATED WITH A DRIP IRRIGATI ❑N SYSTEM TO THE SATISFACTION OF THE CITY OF ENCINITAS COMMUNITY DEVELOPMENT DEPARTMENT. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK SHOWN ON SHEETS 14 -19 OF 19 FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITY FOR PROJECT DESIGN. uz R.C.E. NO. 43980 EXP. DATE: 6 -30 -97 / goFESSIp\ r-30- t IS K. YES 43980 97 DATE: e'er 22- 36 +;j C) NOTES REVISION THE CONSTRUCTION SEQUENCE SHOWN IS TYPICAL AND MAY NOT REFLECT ACTUAL SITE CONDITIONS. WALL EMBEDMENT DEPTH, GRID LENGTHS, AND SURCHARGE CONDITIONS MAY VARY. THE REINFORCEMENT NOTED AS MIRAGRID MAY REPRESENT EITHER MIRAGRID OR GEOTEXTILE REINFORCEMENT. APPLICATION AND CONSTRUCTION PROCEDURES IN THIS CASE ARE IDENTICAL. NO DATE ISSUE CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING PLANS FOR: ENCINITAS RANCH GREEN VALLEY UNITS I & III WORK PROJECT NO. PRECISE GRADING TM 94 -006 4334 -G SHEET 9A OF 33 C: \SDSKPROJ \0686 \DWG \LOT -41 \WAIT \WAT.I. -1 nwa E PER C EXCAVATIO PER CONTRACT VARIES 1 3/8' DRAINAGE GRAVEL REFER TO PROFILES FOR REINFORCEMENT TYPE, SPACING AND LENGTH 2 1 2 1 MIN. 3/8' DRAINAGE MIN 1% FALL TO TYPICAL TIERED -WALL SECTION MIN. 3/8' DRAINAGE GRAVEL REFER TO PROFILES FOR REINFORCEMENT TYPE, SPACING AND LENGTH MIN 1% FALL TO N.T.S. F21 6' CRUSHED AGGREGATE BASE TYPICAL SINGLE - HEIGHT SECTION N.T.S. NOTES: THE DRAINAGE SYSTEM PROVIDED MAY BE MODIFIED BASED UPON SITE SOIL CHARACTERISTICS. ANY CHANGES MUST BE MADE AT THE DISCRETION AND APPROVAL OF THE PROJECT ENGINEER. ANCHOR DIAMOND MODULAR BLOCK r' 6' CRUSHED AGGREGATE BASE RETAINING WALL ALIGN SHEET LAP WITH VERTICAL LAYER OF BLOCK WITH THE MAIN REINFORCEMENT RUNNING 90' TO THE PREVIOUS DIRECTION BELOW. PLACE WITHIN CURVE ONLY. GEOSYNTHETIC REINFORCEMENT FABRIC DRAIN THROUGH REINFORCEMENT DETAIL (PLAN VIEW) N.T.S. MAIN REINFORCEMENT L CONVEX LAYER SPECIFIED FOR GEOGRID PLACEMENT REQUIREMENTS FOR CURVED WALLS FOR RADII LESS THAN 50 FT. �440YESS10�i �W CHRIS K. 2� NOTES REVISION STATEMENT OF ENGINEER OF WORK HAYES x THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY NO. 43980 N 0 DATE ISSUE t� ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE EXP. 6 -30 -97 WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. NICOLON M I M A I ENTITY FOR THE AGREES LANS PREPARED BY THE FENGINE R IS NOT AA DETERMINATION BY THE CITY F ENCINITAS OF CAPACITY THE TECHNICAL PUBLIC ��rE F CA t�04 � SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THERFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR NOR CROSS, GEORGIA 30092 PARKWAY LANE SUITE 500 GROUP/ THE PLANS OR DESIGN OF IMPROVEMENT BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OR OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR EMMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DBAIPN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: ENCINITAS RANCH TM 94 -006 MONUMENT HORMONAL AS SHOWN � - Imo: �• .Qtc LOCATION: STA. 48+61 C.L. E.C. EL CAMD10 REAL DATEaO Z2-96 BY: . P �- � �� 4334-G RECORDED FROM:S.D. CO. VERT. CONTROL, PG.182 R.C.E. N0. 43980 DATE: /O d'/ -Q� GREEN VALLEY UNITS I& III ELEVATION: 129.61 DATUM: M.S.L. VERTICAL As SHOWN E GINS R EXP. 6 -30 -97 DATE. `0 2y-4G PRECISE GRADING Woxx PROJECT No. SHEET 9B OF 33 C:\ SDSKPROJ\ 0686 \DWG \LOT -41 \WALL \WALL -2.DWG WO 440 - 0686 -600 DATE: 10 -21 -96 192 190 188 186 184 182 180 TOP REINFORCED LAYER LENGTH = 5.0' BOTTOM REINFORCEMENT LAYER LENGTH = N + N 12 STEPS N � n,I + MI N 2 +00 3 +00 r�+i z WALL A -1 (PLANTED) NOTE: ALL TOP of WALL STEPS ARE 0.50', ALL BOTTOM OF WALL STEPS ARE 1.00'. TOP LOWER 204 202 NICOLON HP570 GEOSYNTHETIC 200 REINFORCEMENT FABRIC ® 2' (TYP) 198 196 I. TOP LOWER LAYER LENGTH = 4' LAYER LENGTH = 3' __ N + LLr'±�, to + + 202.0 N SPECIAL DISTRICT 201.0 i DRAWN BY -° - — 190' 199.0 ..._, _. 198.0 ............ - + - NICOLON HP57C p °G �oo± + N REINFORCEMEN: N + to 186.0 N M ZONE TM 94 -066 4334 -G J + �i REINFORCEMENT Q _.m -FG N N to . . .. . L� N p 196.0 L12+0 EOSYNTHETIC m SHEET 9C OF 33 182.0 194.5 N 194 I N 00 IJ + MI N 2 +00 3 +00 r�+i z WALL A -1 (PLANTED) NOTE: ALL TOP of WALL STEPS ARE 0.50', ALL BOTTOM OF WALL STEPS ARE 1.00'. TOP LOWER 204 202 NICOLON HP570 GEOSYNTHETIC 200 REINFORCEMENT FABRIC ® 2' (TYP) 198 196 I. TOP LOWER LAYER LENGTH = 4' LAYER LENGTH = 3' __ N + DATE REFERENCES + 202.0 SCALE SPECIAL DISTRICT 201.0 i DRAWN BY I .... 199.0 ..._, _. 198.0 I °° - - + - - - - -I -- REINFORCEMENT 198 �oo± + N -- GE0 THETIC o r FG GEOSYNTHETIC FABRIC @ 2' (TYP) 4 +00 VIA CANTEBRIA R/W 2' AJ i� �1 DRAIN► SEE SECTION A FOR WALL / AND REINFORCEMENT DETAILS / 2' 1 2.5 F— / ALPENSTONE" MASONRY INSTALL MODIFIED TYPE "B" BROW DITCH(D -75) ® TOP OF WALL I lr 1�1.0 I 6" 1 1 5.3F- 1 �G A f SEGMENTAL Wttt��LLLLLL p� / (PLANTED) / / — / MIRADRAIN 5000 / 2' WIDE STRIPS (MIN) REINFORCED / CAD 10' O.C. ZONE / - G / G 30" X 6" LEVELING PAD "DIAMONDSTONE" MASONRY // CRUSHED AGGREGATE BASE SEGMENTAL WALL / / REINFORCED ZONE _ I / I I 2 CU. FT. / FT. OF 3/4" ROCK IN MIRAFI 140 NC 01 4" PERFORATED PIPE 2% SLOPE (MINIMUM) 30" X 6" LEVELING PAD CRUSHED AGGREGATE BASE RETAINING WALL SECTION B NOT TO SCALE • REFER TO WALL PLANS AND STRUCTURAL CALCULATIONS FOR GEO -GRID LOCATIONS WALL B 2 +00 NOTE: ALL TOP OF WALL STEPS ARE VIA CANTEBRIA R/W 0.50', ALL BOTTOM OF WALL STEPS ARE 1.00'. 2 2 :INFORCED LAYER LENGTH = 5' XINFORCED LAYER LENGTH = 5' I / DRAY FROM WALL -I I WALL C NOTE: ALL TOP OF WALL STEPS ARE 0.50', ALL BOTTOM OF WALL STEPS ARE 1.00'. PROFILES SCALE : HORIZ. 1" = 30' VERT. 1" = 4' STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THERFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENT BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR EMMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. LEGEND NICOLON HP570 • • • • • • • • MIRAGRID 5T - 30" X 6" LEVELING PAD CRUSHED AGGREGATE BASE RETAINING WALL SECTION NOT TO SCALE 94gpFESSiO�i CHRIS K. ,C-11 HAYES N0. 43980 EXP. 6 -30 -97 `I'? CIVIL OF CALF % MIRADRAIN 5000 2' WIDE STRIPS (MIN) @ 10' O.C. 2 CU. FT. / FT. OF 3/4" ROCK IN MIRAFI 140 NC 4" PERFORATED PIPE ® 2% SLOPE (MINIMUM) INSTALL MODIFIED TYPE "B" BROW DITCH(D -75) ® TOP OF WALL 2 1� �� I X1,0 —►I ,_ 1' _, I,67 -"v-� 4' LONG POLYCAST TRENCH DRAIN WITH GALVANIZED STEEL GRATE AND END CAPS 1 5.31 SEE SECTION A FOR WALL AND REIFORCEMENT DETAILS PVC (SDR -35) EXISTING AS SHOWN PER PLAN CATCH BASIN RETAINING WALL SECTION %C� NOT TO SCALE �J v wI V REVISIONS APPROVED DATE REFERENCES DATE SEGMENTAL WALL SCALE SPECIAL DISTRICT DESIGNED BY i DRAWN BY N APPROVALS UNITS DRAWING NO. + NICOLON HP570 REINFORCEMENT 198 DESCRIPTION: TOP OF BRASS DISK IN WELL MONUMENT LOCATION: STA.:S.D. C. E.C. EL CAMINO REAL RECORDED FROM: S.D. CO. VERT. CONTROL PG.182 ELEVATION: 129.61 DATUM: M.S.L. N -- GE0 THETIC RECOMMEN )ED APPROVED °'� •�ic4•`9 BY: �' d -Ly4� DATE: / DATE: �0�2`! -tG ZONE TM 94 -066 4334 -G N N ± + ± REINFORCEMENT 1 5.3 F- — — — FABRIC[ @ 2' (TYP) 196 196.0 I EOSYNTHETIC SHEET 9C OF 33 EINFORCEMENT 194.5 YPE, LENGTH AND I 194 �, LEV. F ROM PROFILE 192 ._._ -T9 I 1 A + M ±00 C I 190 u1- 1 O 1 +00 2 +00 WALL C NOTE: ALL TOP OF WALL STEPS ARE 0.50', ALL BOTTOM OF WALL STEPS ARE 1.00'. PROFILES SCALE : HORIZ. 1" = 30' VERT. 1" = 4' STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THERFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENT BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR EMMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. LEGEND NICOLON HP570 • • • • • • • • MIRAGRID 5T - 30" X 6" LEVELING PAD CRUSHED AGGREGATE BASE RETAINING WALL SECTION NOT TO SCALE 94gpFESSiO�i CHRIS K. ,C-11 HAYES N0. 43980 EXP. 6 -30 -97 `I'? CIVIL OF CALF % MIRADRAIN 5000 2' WIDE STRIPS (MIN) @ 10' O.C. 2 CU. FT. / FT. OF 3/4" ROCK IN MIRAFI 140 NC 4" PERFORATED PIPE ® 2% SLOPE (MINIMUM) INSTALL MODIFIED TYPE "B" BROW DITCH(D -75) ® TOP OF WALL 2 1� �� I X1,0 —►I ,_ 1' _, I,67 -"v-� 4' LONG POLYCAST TRENCH DRAIN WITH GALVANIZED STEEL GRATE AND END CAPS 1 5.31 SEE SECTION A FOR WALL AND REIFORCEMENT DETAILS PVC (SDR -35) EXISTING AS SHOWN PER PLAN CATCH BASIN RETAINING WALL SECTION %C� NOT TO SCALE �J v wI V REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY i DRAWN BY i CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: TOP OF BRASS DISK IN WELL MONUMENT LOCATION: STA.:S.D. C. E.C. EL CAMINO REAL RECORDED FROM: S.D. CO. VERT. CONTROL PG.182 ELEVATION: 129.61 DATUM: M.S.L. HORIZONAL AS SHOWN VERTICAL AS SHOWN PLANS PREPARED UNDER THE SUPERVISION OF DATE. 980 R.C.E. NO. 43980 ENGINEER EXP. 6 -30 -97 RECOMMEN )ED APPROVED °'� •�ic4•`9 BY: �' d -Ly4� DATE: / DATE: �0�2`! -tG GRADING PLANS FOR: ENCINITAS RANCH GREEN VALLEY UNITS I & III WORK PROJECT No. PRECISE GRADING TM 94 -066 4334 -G SHEET 9C OF 33 C: \SDSKPROJ\0686 \DWG \GRADING PLAN\WALL -3.DWG Wn AAn- ACD2 -Dnn "AM". .n n1 nv C: \SDSEPROJ \0686 \DWG \LOT -41 \WALLS \WALL -4.DWG WO 440 - 0686 -600 DATE: 10 -21 -96 s �o M On J ^ E Ch C � C Li J LAJ � Z o C2 J d Date: 09/20/95 Time: 11:19 PC #7 FILE =F: \JOBS \931009 \95GiO.DWG ND: HEAVY DUTY PAVING (4 "A.C. ON 4" CLJI AGG. BASE) MEDIUM DUTY PAVING (3.5" A.C. ON 4" CL.II AGG. BASE) P.G.C. PAVING (7" P.C.C. ON 2" CL 11 AGG. BASE) HEAVY DUTY PAVING - ADJACENT CENTER (4" A.C. ON 7.5" CL.II AGG. BASE) MEDIUM DUTY PAVING - ADJACENT CENTER (3.5" A.C. ON 6" CL.II AGG. BASE) ENHANCED PAVING - SECTION TO BE DETERMINED FROM SOILS AND /OR STRUCTURAL ENGINEER'S RECOMMENDATIONS L OTHER PAVEMENT AREAS WITHIN OMMERCIAL CENTER NOT DESIGNATED i HEAVY DUTY SHALL BE 3" ON 4" L. II AGG. BASE PER SECTION N SHEET 2. :FER TO IMPROVEMENT PLANS 4334 -1 FOR UBLIC ROAD PAVEMENT SECTIONS. 0' 100' 50' 200' SCALE: 1" = 100' AS -BUILT IuuE Rcp ©1997 O'Day Consultants, Inc. PLAN - HEAVY -DUTY PAVEMENT AREA 1HTM PRIVATE COMMERCIAL AREAS QROFESS/ py_ c^ ! DESIGNED BY: J.D., H.R. DATE: APR. 1996 SCAU 1" = 160' 1 A "'Yl DRAWN BY: G.S.M..T.G. SCALE: 1" =100' ZELMAN RETAIL PARTNERS ® CARLTAS DEVELOPMENT REVISED: 02 -23 -96 ; , �% PROJECT MGR.:-T.C. JOB NO.: 93-1009 COMPANY REVISED: 02-16-96 W m C 0 N S U L T A T S REVISED: 01 -30 -96 * EV..'1s�/00 7220 Avenida Encinos Civil En g ineerin g ENGINEER OF WORK: Suite 204 Planning 1661 HANOVER ROAD, SUITE 221 REVISED: 01-22-96 IV11. \P Carlsbad, California 92009 Processing CITY OF INDUSTRY, CALIFORNIA 91748 5600 AVENIDA ENCINAS • SUITE 100 CARLSBAD, — 619- 931 -7700 Surveying CALIFORNIA 92008 U.S.A. REVISED 07 09 -97 �A4 CqL\ TEL (818) 913 -0030 FAX (818) 913 -6169 (619) 431 -5600 FAX (619) 431 -9020 Fox:619- 931 -8680 �r.w.. DATE: /{�z TIMOTHY 0. CARROLL, JR. RCE 55381 REVISIONS APPROVED DATE REFERENCES DATE DESIGNED BY DRAWN BY CHECKS BY BENCH MARK SCALE SPECIAL DISTRICT .S.M T.G. APPROVALS N ENGINEERING DEPARTMENT DRAWING NO. 'AS— BUILT' DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: E N C I N ITAS RANCH MONUMENT. TM 94 -066 LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL 1" =100' DATE: OCT• 1995 BY: BY: RECORD FROM: SAN DIEGO COUNTY VERTICAL TIMOTHY 0. CARROLL. JR. R.C.E. NO: 55381 GREEN VALLEY UNITS nn I & M 4334- G ELEVATION: 120.20 ONTROL, PG. 105 DATUM: M.S.L. VERTICAL AS SHOWN REGISTERED WL ENGINEER DATE: 12/31/00 DATE: DATE: PRECISE G RA IN N G SHEET WORK PROJECT NO. 10A OF jq,. F1 \J0BS \931009 \95G10 9 -15 -97 32534 pm Xrefs: 95 -ALL, 9509GRD 4 J a °o > M J� Ch r t0 'i CO JZ J W � Z O J d Date: 09/20/95 Time: 10:13 PC #9 FILE =F: \JOBS \931009 \95G11.DWG NoText 1 1 C 1 1 1 O 1 O C � 1 r 1 M cn 1 ^ e � . tC 1 Z W I Q :2 1 d Date: 09/20/95 Time: 10:01 PC #11 FILE =F: \JOBS \931009 \95G12.DWG PROVIDE 2.0 IDC RB k)VLNINU 5.70 T LOT 8 -w- ATE 1I',11FK S PER CV& --f7G L 10 E .4 10. ,62% arm R m A 0 I U ', 0 � .,SHEET No. 7 I /ZA E DOUBLE TYPE 1 G1, INLET p p S D BLE TYPE A n 'G� IN LET b 60 � /0; IT 5 70 IC J --%Z- 7, '6 1 .8-50 T 1 4 6 l A115101 °- 1117._ ip 7- 17 'TC N/", ME Ica \N 58 TC v- 118.20 1 X LV /Z U �N, 12VO' 120 121,5 C lrl> 121 OT 25 L 7 I24.3 IC 123.1 UMITS,, Or CONSTRUCTION BLDG. 9J9 PAD= 12 t,83 I FF:7;1 25.50 LOT 2-5 1311-K. 91 9 ........ NN -"' P 24.83 Al = 1 0 -2S. rFF= 1 5' IA 'Z LOT-, 2 FUTUR IMPROVEMENTS BY OTHERS 125 45 4 .125 ...... ROAD N, /Ir L01 MI .m 10 114.90- "X kci 5. • . •1 116 �RP�E \N T T 3A -T % g 11 jvv /r 1`19.4 7- .38 C LAI 3 RCP 24" X 24" 3 T 12 . ..... . t21.26-11 49 TC--, GRATE INLET 1 99 TC 11 TC 0116 919 C 1 7 T Ic A Tr 22 TC N. --1-24.19pS 1 34 Tic N� L 9 T 34 �7 123.73 IC 123.6 TC,, 1.37 G 120 1(; A-11" IN, IN, TC I II 2.5 2.08 122.61 LLJ R1 CATS 12 N N 2.8 T 12 3.64 1 T t __. _. N 3.13 NN, 36" RC 9 123. �T/ 12 TC A I i .02 C COUNTY PUM DIEGO NEFT 13258 i SEMF J V ..... A ------- -C 127.o( -------- - tH LOT 4 T -2, -83- ---- ----- PAD 124. N� - ----------- 4 'N BLDG--.`-�K I FF=-125-50' ROOF DRAINZ I PAD= 12 G. 'G9 121 T FF=125. ----------- PAD= 12 LOT- -27-- PRIVAT�E 'Emw's 23: 11cR DWG LI�3+�3C 51 b ILI, bP 0 SEE SHEET o. 17 @1997 O'Day Consultants, Inc. REVISED: 09-13-96 ZELMAN RETAIL PARTNERS CARLTAS DEVELOPMENT , REVISED: 01-02-96 REVISED: 04-09-96 REVISED: REVISED: REVISED: REVISED: 03-29-96 02-23-96 02-16-96 01-30-96 C* COMPANY 1661 HANOVER ROAD, SUITE 221 DATE BENCH MARK REVISED: 01-22-96 CITY OF INDUSTRY, CALIFORNIA 91748 5600 AVENIDA ENCINAS • SUITE 100 • CARLSBAD, CALIFORNIA 92008 U.S•A. APPROVALS J.D., H . I G.51M., TQ I 01 in, 60 5- w- SCALE: f - 30' REVISED: 07-09 -97 TEL (818) 913-0030 FAX (818) 913-6169 1 (619) 431-5600 FAX (619) 431-9020 , REVISED: 01-02-96 REVISED: 04-09-96 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED UY I DRAYM BY I CIJEOKEID BY APPROVALS J.D., H . I G.51M., TQ I L1 'AS-BUILT' DESCRIPTION: TOP OF GRASS DISK IN WELL MONUMENT. LOCATION: STA. 64+24 EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL, PG. 105 ELEVATION: 120.20 DATUM: M.S,L, HORIZONTAL 1* - IT VERTICAL AS SHOWN PLANS PREPARED UNDER SUPERVISION OF DATE: OCT. 1995 TIMOTHY 0. CARROLL, JR. R.C.E. NO: WWI REGISTERED CAS ENGINEER EXP: 12/31/00 RECOMMENDED APPROVED BY- BY: DATE: DATE: LOT C 123,97 3. ROFESS/ DESIGNED BY: J.D., H,R, DATE: APR, 1996 4C A DRAWN BY: G.S.M..T.G. SCALE: I' = 30' In PROJECT MGR,: T,C. JOB NO.: 93-1009 C 0 N S U L T A44 TS VC L NO' 55mll 7220 Avenida Encinos Civil Engineering ENGINEER OF WORK: IN. EW.'12/31/00 Suite 204 Planning Carlsbad, California 92009 Processing C1 Is- 619- 931 -7700 Surveying OWF Fax:619-931 -8680 DATE: P/40/or TIMOTHY 0. CARROLL, JR. RCE 55381 LLJ^ CITY OF ENCINIT vs AS ENGINEERING DEPARTMENT DRAWING- NO. GRADING PLANS FOR: 6 TM 94-066 ENCINITAS RANCH V) GREEN VALLEY UNITS I & 111 4334- G zz CDC> PRECISE GRADING F WORK PROJECT NO. 24 I FAJOBS\931009\95G12 9-15-97 33536 pm Xrefs! 95-ALL, 95GRDTXT, 9309TP2A, TP2B-MOD, 9309TP4A, 9309TP4B, 95090RD 4 r 1 >O )O M J ^ E cn '! =Z J W 'Z O � a. Dote: 09/20/95 Time: 09:33 PC #9 FILE =F: \JOBS \931009 \95G13.DWG Y" J Z D O U n D M cn .. ^ W Z v t/1 � O W Z W W Z Z c� O Z = W d Date: 09/20/95 Time: 09:15 PC #9 FILE =F: \JOBS \931009 \95G 14.DWG i Date: 09/20/95 Time: 09:02 PC #9 FILE =F: \JOBS \931009 \95G15.DWG 00191 1 CJ J J 0009t I IV r ©1997 O'Day Consultants, Inc. SEE SHEET No. L O Q�pFESS /A� \ DESIGNED BY: J.D., H.R. DATE: APR. 1996 O A Y �I� DRAWN BY: G.S.M..T.G. SCALE: 1" = 30' C A R L T A S DEVELOPMENT .. PROJECT MGR,: T.C. JOB NO.: 93-1009 ZELMAN RETAIL PARTNERS ® COMPANY REVISED: 02 -16 -96 �~ rn C N S U' T A T S REVISED: 01 -30 -96 * o�'tyijop * Engineering ENGINEER OF WORK: 7220 Avenida Encinas Civil En ineerin Suite 204 Planning 1661 HANOVER ROAD, SUITE 221 REVISED: 01 -22 -96 CIVIL \Q Carlsbad, California 92009 Processing CITY OF INDUSTRY, CALIFORNIA 91748 5600 AVENIDA ENCINAS SUITE 100 CARLSBAD, CALIFORNIA 92008 U.S.A. — SCALE: f = 30' 9jF 619 -931 -7700 Surveying TEL (818) 913 -0030 FAX (818) 913 -6169 REVISED• 07 09 -97 CAi� Fox:619- 931 -8680 , v►•' -- c// DATE:i /�i (619) 431 -5600 FAX (619) 431 -9020 TIMOTHY 0. CARROLL, JR. RCE 55381 BENCH MARK SCALE SPECIAL DISTRICT DESIGNED � M T.G. I I ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE APPROVALS 1 'AS- BUILT' DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PUNS FOR: LOCATION: MONUMENT, RANCH E N C I N ITAS TM 94 -066 STA. 64 +24 EL CAMINO REAL HORIZONTAL 1* - 30' DATE: =- 1995 BY: BY: RECORD FROM: SAN DIEGO COUNTY VERTICAL TIMOTNY0. CARROLL, JR. R.C.E. NO: 55381 GREEN VALLEY UNITS I & III 4334- G CONTROL, PG. 105 VERTICAL AS SHOWN DATE: DATE: PRECISE GRADING REGISTERED CNK WORK PROJECT NO. SHEET 1 5AOF 2 ELEVATION: 120.20 DATUM: M.S.L. gyp; 12/31/00 F: \J0BS \931009 \95615 9 -15 -97 4137105 pm Xrefs: C i8 P. It R 30--% 9- >R r., " nLE =R \JOBS \931009 \95G 15.DWG Co 0 1 M Of u r� ■ FAJOBS \931009 \95 16 9 -16 -97 824:29 an Xrefs: 95 -ALL, 95GRDTXI, 9309TP1A, 9309TP2A, 9509GRD PSD: 95G76 Date: 09/20/95 Time: 08:12 PC #9 FILE =F: \JOBS \931009 \95G17.DWG 4 .. SE EET N 1 !� a - _ t, AIN vi�l F1`= 125.50 � � .LOT 26 . � � 5° c 1ocSO ; � ' = 123 BLDG "H'-- --- �'.... -� ---rr •. _TC� - `G � LOT 24 AD , . 8 2 , Lr 1�P = - 3 ' r 62/F,� FUTURE IMPROVEMENTS - , 1 .28 C 4F Y S BLDG. 'L' `� . �s o __ --`___ �.. ��- R27 __ _.µ ti _ BLDG. G.�— •. PAD 1;26. � ,, Q ,,�.,- �.. � ��. �,, �� r..• � e T� M € " - -'R o � � i o� L c ` • f F5 rn o 12q,10 o L FF - _ PAD= 124.75 h I . � �-- FF =1 i w 1 LOT 2 • �2 2�8 s tC �y1 ___ 1 •4 r LIMITS OF I f :.." CONSTRUCTION- II N ,� -- OT .,. % ,- � ,r. e_"" -- .✓~ ./•' --- ..- '_E___, T„ FUTURE ;IMPROVEMENTS �. �6 s� B - - BY_..OTHERS .• �:_. �` s - ,' i ,2 _w1 , ��_ , _.�— . --'' ,�� .. _.. � L V j„ .. i I {'`.+ > / tp f` ° /"" \ /� '�� .�, _ -- „"° f c`f` ^'''"' ' N,. ,„r....- •^�. 1 L`F ,r„,.r •\ ^� `�" PA 24.33- FF Y15.00 �� r I I ,,,- -' � FS V ^ .-' rt °' � � - c2/ ,r''° �? `S� --"-__ ,. ,, !.-✓ .:. �,__. -=� ` t` �,1� •I,A�`�� k$ � •� -i°-° t I UMITS..O�' CO�IS�TRUCTION- c , r _ '` 1 { i w, .� `` �y p oar. �1 ��'�� n��c� . is �J ?• . 1�' 124:95 "° 4 4.75` r� pf I ,i 44 ,t -' / rr• /VJ I r= r\ a a f ;,''" 1� 'O. \ f �, '" 8 .�� - l ''�,.' I k ,� •� / . /r ,�e1� ,\ �• 1 �.'' l a d\ ' \ oJ, \:. � �' •Nb�C '- . /%? f ;' = �,' , (,� t .__.�. o� j 9.. ��' ,,r°° S .�' f` � r r � ,�.. "`� \\ I TCi t• `° s / �. ?.S TC ., 00 r r,r" t�,••/ � w1 w I 9 / 1 b 4 l o ^� ?� •„ _ F rr . �' mNN l; P 4, ��143.7 ' 15" 76j 5„ INL ro � t .•� / s r� 1 �v ps �, Rq 12 , �' �,. t ,3 N 6 �� 113.0 , L� n -o _, ,- % g0 -` ` '� g6p .� N!-' � —'1 -- ---"- t i 1 C ^ 6.0 ,�.\• "r1 4 rC �� rv'' ,' c� 1'L'S• < . f /` OUTLET PER WALL" PLANS 124.50 - _ ,�. , . PIp,NS '� � • •F' . s 36" RCP -FL =.11.4;13 `---- _--- -- -- " ` _ � �.� - � � _. �-- PER" WALL 2:1 n t 1PE., sr �° = / �� ., x e= ' - - - -- r _� -PVC FL- 115.38 _ SP\N N•1• KEYSTbNE RETAINING � �`��i rn ter, CURB PER RE SEES 140 O - 124 0 t 124• ' WALL, SEf SHT. No. 31 PLANS fi4t� W J w: _ ? MOD.~ Bi6W DRCH --�4- S Qa . P11BU _ . - ,r" ,. iSA(EiED. WALL PLANS _ w v � R�S % a % ' 1 O; r 6 BENCH SEE OE ff �� / d_ �' ! SHEET$ LL S SEE DWG.433 I — _�� og O S t SHEETS _ 156 _ � --- `W�•"�9"3 � -�'"� `� -:��•� .•'` i' .,-'i" 32 6,' BENCH -I I-AF .� •-, \ - SHT, M N kr s a U DULATE' SLOPE PER 9 _ 160 DETAIL SHT. 2 r i -- N '- I r O { ' I�- ,.,.._- „�.._....._...,.��, `'- � S� ` .0 ti I , I S ION s s ° i / °... TN N6 �2C --I-_ _ - ''r S.D. (PUBLIC ) � r t W y r' ' ; __ ~... 180 2/q Jf24 Z fIi � ®- f�„„...-- ^--"”` �� _ 63 �.r � W - --- •/`ref f ...� V J i _ ` 5 ,. 1 f r: r^" 64 RGP- {PUBLIC) .- f r LIMITS° OF - _ _ W �" 66 1 - 4334-1 r _.. DAR - - r�1111 v.._.,. .,.,1. .._..- .. -d§c� _ _._. _..- ^ ..._- w2;:-- .....- ..._._.- ...1.., ^/' rte, f. . I... 1 --- �.... -...r rDE r __ ___ V _ _ __ ________�_ _ _ x _ W � t CULTIVATI� AREA p 2 tr ._ _ r _. �~- I �„�. Q . . ____ ;_ -____ ____..____ _r � — — .QS "�' � ,A, � � + � /6• SLOPE_. � - _ _ _._. °' / t� r 24" $.D. (PUBLIC) „•__ -___ � � ._• — .ss f LIMITS OF CULTIVATED AREA - �,.. —�� _° I ! � VARIES � __ :_�. ._ _ .� I_______ SEE _� -`'_ 59.7 ___ ? _ �- ' -°.-._ eT�- .^- �-�'•- it -,,,.; ,,. �;:*wm .f^'. -- _-- ;^= rn..c�.�ee. �.r*.�^a�'°`�.,"”' �.✓` -4°_ => �"' = .,°. -`i '.\,; �' j� ' js 100 ._._..__.__ -.., ..,. �`4+�..a__ .,, �''r • F' ..__.._ ,f` ;r'� ,..... --- :.- �, =..-. "'° Y ,...,_ -. _.. ..J/ `�^ --�.,, �"°'ti.., _� .. --`.� J„ - 44.»..- .mss- .a•rwr -�=.. .,e's4'Yt.a«r -mss: .,,„z ., �� -.-...«.._.....,,.«._-^ e.... ........- ..._,.._.....�- _.....- - _..- .- ..__..wr ...s.. >'Y ✓ f �,.._.._..^•�i•'p...,�,... ___. __ ✓ r / d SLOPE 7 OF SFNSITIGE---- -.�-.� ---' �_A _� -.� � _,,- '� �__ r\._ --_ _--�' �-- �- "--- ��__._. 19 �\ ...,�:�� -_, - _.�_ i W 4 ��` I °°" s," " -_..° .. ,__. .9 ?/ \ f k 1 ..>_a�t�ry£a- „,,:�.`= _,.s >:,.. .'_�w_.._M. .__...m...._ ..a,:.,.... a. ....a__.,._ _. -° - - -- HABITi�T._ -° _ �.,`RtE �9> > 2 VA 2.5' X 1.25' DEEP = 8 18 1 BROW DITCH TRANS. LI WS -OF x ; r r !r 4 _ �E �S�PECt�iL`RULE NOTEr � � N �� °~... `` ""..f t� G �4`j,f �° � J � °'O„” "_ ,fin• ,�.__ --.._ .,- .-- .... --..- ° r ��l �- T r2/}..-- ,- ________•° -�,.. ...._ inn,,,_ r/"" - __._. -• ICj1�F-a,1 Q SE "' III ,4' f j IN 1N -THIS— AREA_ �� ~�_._1 f / Q / fJ �- — _ _° I `g ✓s R ;D _ BLEND $LOPS r 210 - "E5(ISTINSk(PE� UPH'T d4 I � may, ,� E sf S ' "..._ 2/ a w / r O 1 '� CATCH IN SEE 43 4 -1LIMI f o, rz Yr Q "'�' / `� _ o� I \ OP 191.0 3 OF GRA�NG." s„ I �, 1, � ' � r,U �� t(.� �,' . .7 � e t PN �` ACE t`t"/,r^'i""� .,- •--°~"'°'_"" °",.* -` O' f r J FI' ,` 4 �l,• I �,_. 'o`,.. ;,..'' �,,..� ry j Q SEE SPECIAL RULE -NOTE ° r' S OPE Rwk r' f � �'-.. ,-'� �`ti � n,� 1 sue:. 6� !4 r 't ' ON SHEET No. 1 PRIOR TO 4 PER ,O TAI HEI1�2 `j 'L \ `•� e'- ' ,' ,' �' �o,'t { ` r : - GRADING IN THIS AREA I .. „,.✓� ..- '°".., ...�� f.f`.r ✓�y� ........ .... .®....._.�.. _. -w,u�, "., \ `0 � °+.' � 'w � r....._.... ,l� � i �`✓ j/r �0 °_m...r'.f �v^`Cttn'� 4'S ,a�a �`v�x`"` {A`! ,• ``Rf ""f .° ,..-°� e,r Y,„,� 'vt I_ ✓;vr^"'„ lw °"> "'^:,,,� �'`�. °*, *,e �` \`, '"°"^. \ /' —/ tr ; r i r. /'f'f a% r""" �•,_,.�'`.Y,.... -,-'" a,}=- !J� tr �• �.._...____. _.,..v s; f" f •,`� ^"`� r r fi .........,_ � � \ °'`,� `^. -,,, f ' !f 1't � /,f *,.•'" __.,........_..... " p_ °`°i -a °,,: r� �' °r°`•!. � `a_ `\,\ `y \� ``\ �, � "., �i � t � i� `�,, '�•.y ....., ,s'" • N"''+: ° "_ ..--' r.,�t \ � y L /"" �- ..`^ "'w� ��. `�'a�.. `� .. "„'�....,. ..,_- ."'•"t P� { � J s / 1 � r^'•` f' f .•' /'�.'.... -- "\•., l �l M _,� '` 1 � ^•� ......_.,_, ��'f �,.,.... ^'_` ```., „;,. -"•- J r N - ©1997 0 Day Consultants, Inc. DESIGNED BY: J.D., H.R. DATE: A REVISED: 03 -29 -96 REVISED:- 02 -23 -96 REVISED: 02 -16 -96 REVISED: 01 -30 -96 REVISED: 01 -22 -96 ZELMAN RETAIL PARTNERS 1661 HANOVER ROAD, SUITE 221 CITY OF INDUSTRY, CALIFORNIA 91748 CARLTAS DEVELOPMENT ® COMPANY 5600 AVENIDA ENCINAS • SUITE 100 " CARLSBAD, CALIFORNIA 92008 U.S.A. 0 n RpFESS/ D DESIGNED BY: J.D., H.R. DATE: A APR. 1996 Q Q DRAWN BY: G.S.M..T.G. SCALE: 1 1" = 30' N PROJECT MGR,: T,C. JOB NO.: 9 93-1009 N CONSULTA T TS o o0 5 NO. 12/31/00 2/ _ U O 7220 Avenida Encinas Civil Engineering U _ ^ S Suite 204 P Planning E /i a TEL (818) 913 -0030 FAX (818) 913 -6169 Fax. - - 680 m (619) 431 -5600 FAX (619) 431 -9020 REVISED: 04 -09 -96 TIMOTHY 0. CARROLL, JR. 1 553 I— — _ REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT jES'�1�� M�" APPROVALS �� I N INI A ENGINEERING DEPARTMENT DRAWING NO. Z o i 'AS- BUILT' DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: E N C I N ITAS RANCH PZ MONUMENT. TM 94-066 NO LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL 1 = � DATE: �_ �� GREEN VALLEY UNITS I &III 4334 — G RECORD FROM: SAN DIEGO COUNTY VERTICAL TIMOTHY 0. cARROU. JR. R.C.E. N0: 55381 DATE: DATE: PRECISE GRADING "O LEE CONTROL, PG. 105 VERTICAL S110YY11 REGISTERED CNIL ENGINEER EXP: 12/31 /0D WORK PROJECT N0. SHEET 1 7AOF 24 �? � ELEVATION: 120.20 DATUM: M.S.L. F: \J0BS \931009 \95617 9 -16 -97 7:49 :57 an Xrefs: 95 -ALL, 95GRDTXf, 9309TP2A, 9309TP4A, 9509GRD PSD: 951317 PC #7 FILE =F. eOPj \931009 \95G18.DWG I 10 IO :I I r I M Of I� r t0 . v I ' Z W :Z 10 :2 I d j PC #9 FILE =F \JOBS \931009 \95G19,DWG " lie Fr..'r AV V DEEP A.C. SWALE Is � / f a 05 1w 1V>R 1.5:1 2/u LIMIT OF- "SENSCfiVE_ -° ___ - 77," 2:1 k O 1 j , L /SEE, SHEET No P.C.C. WOFF WALL," SE'DETAIL SHT N6.3 1' DEEP A.C. WALE — 18" RCP PER _.4:1r' SHEET, No. 31 r' RCA r f s An O Pte. � 6' No. tl RAP- - �r c J2 Y� i 710 t s' 21 ,� A \ '` ✓ -f - / WUrNr\ I! L/I UL } l.l•/I IFLL �,CV r r . -cam) ? 1_ /. \ _ _ - - / i �0, tZ r.J r i r r LLB IV f s - t m I !`2 X,44"D� If I f ©1997 O'Day Consultants, Inc. 4� Q CARLTAS DEVELOPMENT ZELMAN RETAIL PARTNERS r*m, COMPANY REVISED: 02 -16 -96 0 10 k 1661 HANOVER ROAD, SUITE 221 CITY OF INDUSTRY, CALIFORNIA 91748 TEL (818) 913 -0030 FAX (818) 913 -6169 5600 AVENIDA ENCINAS • SUITE 100 CARLSBAD, CALIFORNIA (619) 431 -5600 FAX (619) 431 -9020 92008 U.S.A. REVISED: REVISED: 01 -30 -96 01- 22 -96 REVISED: 07 -09 -97 SCALE: 1' - 30' 9ATE }ZL E� $5391 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED APPROVALS M - BUILT' DESCRIPTION: TOP OF BRASS DISK IN WELL MONUMENT. LOCATION: STA. 64 +24 EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL, PG. 105 ELEVATION: 120.20 DATUM: M.S.L. HORIZONTAL 1• _ 30' VERTICAL AS SHOWN PLANS PREPARED UNDER SUPERVISION OF DATE: OCT. 1995 TIMOTHY 0. CARROLL, JR. R.C.E. NO: 55381 REGISTERED STERED C ENGINEER EXP: 12131/00 RECOMMENDED BY: APPROVED BY: DATE: DATE: 24 TRADING X V 4D -7 'F' HABITAT /I " Bt w _- SEE-- SPECIAL .mio ON SHEET -No. 1 _ PR '0046 IN THtS ARI „ f: r a\ A bTE f j � \ \ f f 1 / j f d' O LIME \ � �0......------ _..- ..�...,f� day" %g�f"f %u,�fr`•!'' ✓^,,,`"�.!'3`u 1! `�" t i t # I f "y -..�,a V H ROFES$/ DESIGNED BY JD, H.R. DATE: APR. 1996 DRAWN BY: G S M..T.G. SCALE: 1" = 30' V h PROJECT MGR,: T.C. JOB NO.:93 1009 2 c� rn C 0 N S U L T 0N TS C NO mu1 EW. 14/31/00 7220 Avenida Encinas Civil Engineering 9 ENGINEER OF WOR • Suite 204 Planning C C1V1L Carlsbad, California 92009 Processing / 619- 931 -7700 Surveying �� Fax:619- 931 -8680 DATE:Q TIMOTHY 0. CARROLL, JR. RCE 55381 CITY OF 4 ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING PUNS FOR: ENCINITAS RANCH TM 94 -066 il LA GREEN VALLEY UNITS I & M 4334— G WORK PROJECT No. PRECISE GRADING sHEET 19AOF 2y, 2 FAJOBS \931009 \95G19 9 -16 -97 8 :12 :52 an %REFS: 9509GRD, 95 -ALL, 95GROTXT, 9309TP4A,5A,6A PSD: 95G19 N I s i >O 1C) C 1 � M J� E C'- . to f Z J W � O is PC #9 FILE= F:\JOBS\931 009\95G20.DWG rl Jr�AfJ — 00991 A ASSOCIATION SEE SPECIAL RULE NOTE ON SHEET No. 1 SEE SHEET N o . 21 ©1997 O'Day Consultants, Inc. PRIOR TO GRADING IN THIS AREA QROFESS/Q DESIGNED BY: J.D., H.R. DATE: APR. 1996 0 DRAWN BY: G.S.M..T.G. SCALE: 1" = 30' C A R L T A S DEVELOPMENT.. �' r PROJECT MGR,: T.C. JOB NO.: 93 -1009 ZELMAN RETAIL PARTNERS ® COMPANY ` r �Dr No 5538, , C 0 N S U L T A T s 1661 HANOVER ROAD SUITE 221 REVISED: 01 -22 -96 J - 9� �t o*. t2 /37/00 * 7220 Avenida to 20s Civil Engineering ENGINEER OF WORK: t/�� - --- 5 3D Suite 204 Planning BABE DATE , CIV11 \P Carlsbad, California 92009 Processing SCALE: 1 = 30 619- 931 -7700 Surveying CITY OF INDUSTRY, CALIFORNIA 913-6 5600 AVENIDA ENCINAS • SUITE 100 CARLSBAD, CALIFORNIA 92008 U.S.A. �o Fox:619- 931 -8680 TEL (818) 913 -0030 FAX (818) 913 -6169 575T3 CAU ��- DATE: / f) (619) 431 -5600 FAX (619) 431 -9020 TIMOTHY 0. CARROLL, JR. RCE 55381 BY I -NIM BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT °� EO M. T. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 1 'AS- BUILT' DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: E N C I N ITAS RANCH C H MONUMENT. TM 94 -066 LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL 1' - 30' DATE: OCT. 1995 BY: BY: RECORD FROM: SAN DIEGO COUNTY VERTICAL GREEN VALLEY UNITS I & III 4334— G TIMOTHY 0. cARR EN NE R.C.E. N0: 55381 DATE; DATE: PRECISE GRADING CONTROL, PG. 105 VERTICAL SHOWN REGISTERED CML ENGINEER 12/31/00 SHEET 7nAOF TL ,ELEVATION: 120.20 DATUM: M.S.L. EXP: wnalr oarticnT un F1\J0BS \931009 \95G20 9 -16 -97 817 +40 am XREFS: PSD: PL . ........... SEE S RE ET N o. Z9 ....... 30' . ........... ....... ....... . . . .............. ..... . .......... 11141 24' LLj k\_ 01F SEN r . . ......... .. . .... . ...... HABIT(T . ....... j if 3' ....... i f s / / I ( ///, / / ��, - I ISEE LETT�R OF PERMISSION TO GRADE . ......... 3 Uj N, ING . .. . . .... ...... PARK ENCINITAS HOME OWNERS 014- ASSOC�TION 2' X V M D75 __T)(FZ 'F' HA00A X -LOT 43- : 'I T : ...... El �YPICAL_-S TE- 7-25-95,- W__DITQR CATCH`--Im3iN---- 27 2X ------ Y_ tea........... ..... .. .......... . . L . ... . ........ . ...... . ..... .. T A.C./ "BASE - - — _- - — __- ... .. . ......... ....... PR 1111 S UNLESS DIRECTED OTHERWISE Mbol 75 . ... . ....... R C F . .. . ...... 2' "�5 41 DITCH x1h MOD. BY SOILS ENGINEER TYPICAL SECTION v&A14e,Adrew s#77N MOBILE HOME PARK DRIVEWAY Of ....... ..... .... ... -N0T,T0SGALE ......... . .. . ...... . . ..... .. PeltOR IV G"PhK N-77115,49-W. -N\ . . ........ f w Iff 1 . ...... �J, z/ . ...................... . .. ' N., o. . ...... . ...... ........... . - — -------- ............ A .. . . . ........ ......... . . ..... — — ---- . ........ . II rt ---- - ----- • ri '0 ..... .. . ... .. . ...... ............ - - - - --------- ...... .. . va ........... ...._.....,,,,,.,a I,/ A111 0 -........ / .. . . ........ A 1, 4 1 ............ �.N_,,_S PAC E I I'A \V\\\ r co N V VV % K, d X P �\� / s�-, 1\ �, \ \ . . ........ <0 A T-F a fa i xFF �1_4\_, ....... . ..... V "0 <1 p", . ..... . 4 7 A N, J C - - -------- . ... .. 1W 77 . . ..... .. DITCH ------- — --- — ---- .. ... . . . .... .......... 11 " \ \ I � \ \ \ \ ... ........ . 1:1 ....... . .. ...... . ...... . it . ... . ........ I if is i . . ..... �0 NU I L': WE . .... ...... ---------------- .. . ......... 0 . . ....... QI) . . ... ..... t — — --------- z e\/'. FOR, PI LAN R4 f "0 if A, 'A A - — ------- . ..... . ..... . ........... If xe 1z f p A/ Q�) .............. 'Z' �, �J tr I to I U0 m3p-m- LIMITS OF GRADIJG 1i ih'l . ..... X r CN4 LOT 44 77 .. ....... . ........... .... LLJ 2 LJ t _Ln 7,� J \�P\ "pt/c Ix i 1`�47iR6 S 1.5:1 ri Is i ...... 2-1 T h"7 N TYPE . . . ....... H BASIN L !x .... . . ..... N o, r BRO DIT X' 1, 1 &W S*R& R&Le NOIF OA( 611r Ab I A X\ D D- \ \\\, '0- 72WA4 4 Y Red; H LM115 .... OF S V ESS O L DESIGNED BY: J.D., H.R. DATE: SEPT. 1995 DRAWN BY: G,S,M..T.G. SCALE: 1* = 30' P. 9/30/95 PROJECT MGR.: JIX JOB NO.: 93-1009 NO. 35134 C O N S U L T A T S A, 01 10, olvi 7220 Avenida Encinas Civil Engineering ENGINEER OF WORK: Suite 204 Planning OFF Carlsbad, California 92009 Processing SCALE: 1* X 619-931-7700 Surveying Fox:619-931-8680 DATE: ZO _kY L MITCHELL RCE 35134 DEMED BY I DRAWN BY I CHEC 'BY J.D. H.P. I G.S.M., T.G. I APPROVALS MY OF E CINITAS ENGINEERIN DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMEN�ED APP ET GRADING PLANS FOR: TM 94-066 DATE: SEPT. 1995 111 . ENCINITAS RANCH BY: � - P � &�_ I — R.C.E. NO: 35134 BY: GREEN VALLEY UNITS I & 111 4334— 0 JUMEY L MITCHELL DATE: DATE: REOSTERED CIVIL ENGINEM EXP: 9/30/95 1 WORK PROJECT NO. PRECISE GRADING I SHEET 21 OF 24 PC #7 FILE- F:\JOBS\931009\95G21.DWG ZELMAN RETAIL PARTNERS * CARLTAS DEVELOPMENT COMPANY 1661 HANOVER ROAD, SUITE 221 CITY OF INDUSTRY, CALIFORNIA 91748 5600 AVENIDA ENCINAS • SUITE 100 - CARLSBAD, CALIFORNIA 92008 U.S.A. TEL (818) 913-0030 FAX (818) 913-6169 (619) 431-5600 FAX (619) 431-9020 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISn - a S F_ET L RERACE DESCRIPTION: TOP OF BRASS DISK IN WELL MONUMENT. LOCATION: STA. 64+24 EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL, PG. 105 ELEVATION: 120.20 DATUM: M.S.L. HORIZONTAL I* - 30' VERTICAL IS S1K`WN 1A 1511ECT ZIA, Q�) .............. 'Z' �, �J tr I to I U0 m3p-m- LIMITS OF GRADIJG 1i ih'l . ..... X r CN4 LOT 44 77 .. ....... . ........... .... LLJ 2 LJ t _Ln 7,� J \�P\ "pt/c Ix i 1`�47iR6 S 1.5:1 ri Is i ...... 2-1 T h"7 N TYPE . . . ....... H BASIN L !x .... . . ..... N o, r BRO DIT X' 1, 1 &W S*R& R&Le NOIF OA( 611r Ab I A X\ D D- \ \\\, '0- 72WA4 4 Y Red; H LM115 .... OF S V ESS O L DESIGNED BY: J.D., H.R. DATE: SEPT. 1995 DRAWN BY: G,S,M..T.G. SCALE: 1* = 30' P. 9/30/95 PROJECT MGR.: JIX JOB NO.: 93-1009 NO. 35134 C O N S U L T A T S A, 01 10, olvi 7220 Avenida Encinas Civil Engineering ENGINEER OF WORK: Suite 204 Planning OFF Carlsbad, California 92009 Processing SCALE: 1* X 619-931-7700 Surveying Fox:619-931-8680 DATE: ZO _kY L MITCHELL RCE 35134 DEMED BY I DRAWN BY I CHEC 'BY J.D. H.P. I G.S.M., T.G. I APPROVALS MY OF E CINITAS ENGINEERIN DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMEN�ED APP ET GRADING PLANS FOR: TM 94-066 DATE: SEPT. 1995 111 . ENCINITAS RANCH BY: � - P � &�_ I — R.C.E. NO: 35134 BY: GREEN VALLEY UNITS I & 111 4334— 0 JUMEY L MITCHELL DATE: DATE: REOSTERED CIVIL ENGINEM EXP: 9/30/95 1 WORK PROJECT NO. PRECISE GRADING I SHEET 21 OF 24 PC #7 FILE- F:\JOBS\931009\95G21.DWG PL z 30, SEE SHEET No. 20 x 24' tz �24 �_wr E HABITAT X z % SEE LETTER-Or PERMISSION TO GRADE Cr iFR1PARK ENCINITAS HOME OWNERS MIT HABIT/ 34— If ✓ ASSOCIATION J�f' J ymift OF-GRADING ti E LOT 7-25-95�� fFp HABITAT ._.TyPI6AL_SECT ------ 2% BROW DITCH_ CATCH -'BASIN-- N 11% N WO�KT& j - /\, -.411- 15�_ X/ R DV ell, P/E G-J4 A 0 1 _-Ea- S' A.C./ e BASE StE`--SPECIAL_,RULE NOTE"N�' X, P S. ON.-SHEET No. 1 1501OR TO PRfVATEAGC EAS MENT n! I -_ DIRECTED OTHERWISE N' FT�D FUTUR 6* A.G. 8-1.1.1 GRADING THIS- AREA -____ 2' V D-75 —11 BY SOILS ENGINEER 10% -7t W DITCH/ TYPICAL SECTION I'l IN' NI- MOBILE HOME PARK DRIVEWAY Z_ IN /X, 7 N, Y — 7z N/ I-N — ---------- T--f __J �j /, �; N/ f L , N, N, "V� A 4 I N \__ N�� - - 11 1 i i N IN, J; t X LLJ F: X /"N Wit �I, 1 1, ING A) V SU .. . .. ads 2t -a;q E Wj CH' /16, (V i( .N '*k, Lim 1 N A C1*14 LOT 44,'41 `^-- ------------- \V, NV XX/ N, _X 0 N -jyw, t Is ery 'It t I If 171 v,\, 7 tV 1 tt4 SPACE \ � �z� V� i 4 1 1 f i 'N % fill i 43 f f 1< % X X i i I i I I 4U RCP S, u V� U) x/ It I If "-L— r Slb�jp X X." - 11N X �f f !rd % t D.• f xt t 17 r fk A p 0 WIN ME NOTE). S E I'M P /6(Nl�: IPLI I I i _7� 1�3 ptitt/or It) TYPE F' icy 75 CATCH BRO 41 .. . . . . . yw n, x I SEE SPECIAL RULE BROW �,fDITCH IMJTS I D-75 ;F IN ON.. SHEET' No. RIOR W,` _OF N, GRADING 1, IS AREA7 ----- -- @1997 O'Day Consultants, Inc. QROFESS/ DESIGNED By: J.D., H.R. DATE: APR. 1996 DRAWN BY: G,S.M.J.G. SCALE: 1" = 30' PROJECT MGR,: T.C. JOB N0.:93 -1009 CARLTAS DEVELOPMENT AS-BUILT rn C 0 N S U L T A ON T S ZELMAN RETAIL PARTNERS COMPANY REVISED: 02-16-96 01 10, NO 55381 7220 Avenida Encinos Civil Engineering C* REVISED: 01-30-96 > 5' 30, EM 112/311 /00 Suite 204 Planning ENGINEER OF WORK: %P I - Carlsbad, California 92009 Processing 1661 HANOVER ROAD, SUITE 221 REVISED: 01-22-96 min Uff IVII 619-931-7700 Surveying CITY OF INDUSTRY, CALIFORNIA 91748 5600 AVENIDA ENCINAS • SUITE 100 • CARLSBAD, CALIFORNIA 92008 U.S.A. REVISED: 07-09-97 SCALE. 1 30' or CAUL Fox:619-931-8680 DATE: TEL (818) 913-0030 FAX (818) 913-6169 711MOTHY 0. CARROLL, JR. RCE 5!�381 (619) 431-5600 FAX (619) 431-9020 REVISED: 01-06-97 1 L DESIGNED BY I DRAWN BY I MMAW UT APPROVALS ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT J.D. H.R. I G.S.M., T.G. I CITY OF ENCINITAS Al 'AS-BUILT' DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: MONUMENT. ENCINITAS RANCH TM 94-066 LOCATION: STA, 64+24 EL CAMINO REAL HORIZONTAL DATE: Dias 1995 BY: BY: L RECORD FROM: SAN DIEGO COUNTY VERTICAL GREEN VALLEY UNITS I & M 4334- G L CONTROL, PG. 105 VERTICAL AS S+IQWN TwTw 0. emm A R.C.E. NO: 5MI DATE: DATE: REGISTERED CK ENGINEER PRECISE GRADING OF 24 ELEVATION: 120.20 DATUM: M.S.L. EXP: 12/31/00 WORK PROJECT NO. SHEET 2 L d FAJ0BS\931009\95G21 9-16-97 8:2907a. Xlrefs: 95—ALL, 9509GRO, 95GRDTXT, 9309TP5A, 9309TP6A PSD: 95G21 B I� M t7� i� ch to v O iZ Lai Z �O CL PC #11 FILE =F: \JOBS \931009 \95G22.DWG i I 6" SLUMP STONE \T C FENCE PER MASONRY FENCE DETAILS, SEE NOTES BELOW SEE DETAIL AT RIGHT SECTION 'B STA. 49 +90 TO STA. 51+25 01997 O'Day Consultants, Inc. #4 BAR UNDER TOP TOP COURSE #4 BAR 0 48" W/ 20" LAP VARIES (10' MIN) I 0.5' 1 7' MORTAR OR MASONRY CAP 6" SLUMP STONE TOP CAP 1 FENCE PER MASONRY = T.O.C. +6.0' 1 FENCE DETAILS, #4 BAR UNDER TOP I SEE NOTES BELOW TOP COURSE 1 #4 BAR 0 48" 1 W/) 20" LAP < O 00 ° r Fes. f SEE DETAIL AT RIGHT LV SECTION — 'C —C' STA. 51 +25 TO STA. 53 +83 FOOTING DETAIL NTS \ ZELMAN RETAIL PARTNERS 1661 HANOVER ROAD, SUITE 221 CITY OF INDUSTRY, CALIFORNIA 91748 TEL (818) 913 -0030 FAX (818) 913 -6169 REVISED: CARLTAS DEVELOPMENT ® COMPANY 5600 AVENIDA ENCINAS • SUITE 100 (619) 431 -5600 CARLSBAD, CALIFORNIA 92008 U.S.A. FAX (619) 431 -9020 REVISED: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK DESCRIPTION: TOP OF BRASS DISK IN WELL MONUMENT, LOCATION: STA. 64 +24 EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL, PG. 105 ELEVATION: 120.20 DATUM: M.S.L. SCALE HORIZONTAL VERTICAL AS SHOWN SPECIAL AS- BUILT' REVISED: 02 -23 -96 REVISED: 02 -16 -96 REVISED: 01 -30 -96 REVISED: 01 -22 -96 �� L J r r O r/�i (J`� I� I J I r� /J r \ J r CJ;� JI I W '� �L o �' 1 :J �J \J 1 \1 J r) / 1 �� J J �I J -1 J -J ONkI S�SEPN �� SS�ON f0j Jos SN �t1r\7 2, Z DER QESP R UJI of QEON OpSEO w SEE \ ON`'jRUC �1 E�i o �� Hp�L 0 °v z W S� S�E(�•� °� c� R3�� F SURF 1 _.j no ^ N W W N V S �� \S AMP • NRUC��O�pR� �� 1 ^� _9 Tao a /- �j�pRyF 1 _ 7-1 ' na1NE _.�eSE REVISED: 05 -22 -96 REVISED: 05 -15 -96 REVISED: 01 -06 -97 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DATE: OCT. 1995 BY: TIMOTHY 0. CARROLL, JR. R.C.E. N0: 55381 DATE: REGISTERED CALL ENGINEER EXP: 12/31/00 SCALE: 1' = 30' APPROVED BY: DATE: N 1-� QROFESSI DESIGNED BY: J,D., H.R. DATE: APR. 1996 A DRAWN BY: G.S.M..T.G. SCALE: 1" = 30' N ti PROJECT MGR,: T.C. JOB NO.: 93-1009 Z V l m C O N S U L T A T S y. a� NO. 55381 7220 Avenida Encinas Civil Engineering ENGINEER OF WORK: 1 EXP. 12/31/00 * Suite 204 Planning ^ a w CIVI \P Carlsbad, California 92009 Processing 619- 931 -7700 Surveying '• 1 DATE: P O 1 CAL\ Fox:619- 931 -8680 TIMOTHY 0. CARROLL, JR. RCE 55381 --CITY Of ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z; GRADING PLANS FOR: E N C I N ITAS RANCH TM 94 -066 U GREEN VALLEY UNITS I & IQ 4334 — G z PRECISE GRADING SHEET 22A °F2y W WORK PROJECT N0. FAJOBS \931009 \95G22 9 -16 -97 83301 an %refs: 95 -ALL, 95GRDTXT, 9509GRD, 9309TP5, 9309TP5A 0 >o )O > M c J ^ E Cn t W. C40 C C; J Z J LIJ P Z � O � 2 J d Date: 09/20/95 Time: 06:48 PC #9 FILE =F: \JOBS \931009 \95G23.DWG I E- -� - � - I - I - 4 - - t- -4 - 4- - 4 - - - I __ �_ - f __ � �__ �_ __t__ A- - _&__ -1 __ �-- 4 - +- --;-- A- --4-- -t -- �- --i --- 4 � - 4 - I- A- - - -1 - - - - - � - - , ___�_x_4________._�z_ ___ �____�t, --- +_:____ — �� _:__+____t_.__.__._4_,.__, mm- __�_ 11.14 .�. . �,:_J_z �. __ - �,6 - - - _�__._ - - --f ,,-4-- -�-I�- - , _- - � - ___:_ _4N - - A=� - __ �___ __ _ __511 1_____ __ __ _4�_-__ - - - - - - I __ - :,__,__i.___ __ __ - - __ �� - C_x - 0 i � ____4__ _� & �- __ - __ __ I I;E�� - - - , - - ------ _:_,__j:_,�_-T_- -__ ___ - -4 - I - = - - � - �1 -"-,d L.� __ ( ----I,- '77- -7-, � - = - :-_A-z-___-,_ - -_::�-_� - ��__� �,__,_�_,_� L____,__ - - - 4- _�L ---] ___ t___ -4 -1 ll: t- __ I ___ :: -, 7 ,7.t=,-.7= =7 --= --- -- - _7 - __a _=__ _1 k-+__-,� 0- � - - 4 - -_ ___ - - - __ - __ - - - - t-- - - - -:25 - t -� I I - , F�7 __ f- __ - - :__-4-_-_-,1_-_ -_ --,-:- __ - __ - __ - - __ � - �- I �_ - I __ - , - - � - __ - 1 4 __ I- In � V_ __ __ -r- LT� - __ - 4- - - --- __� i -_ �t I - - - U ��_�= -- - - - f =.: �___� �_-_-, _-__ �__+_,_ - - z 5T t�� _ � I is 1 i � � _ __ I— � ---- L�� ._� __4 __�t _�� ___ i I - 17 f)-� � - __ I—- , __ _ __ 1 � 57_,7� . llf_,_:I_� j= ---+-. -- --- - �- --- _ - a - __ - - I - 1-1 ----,--- --,--''--- ==-==1____V_=__ _J----_--_-_ C3 � --- 3�1 - - -.-e 0� __ - 1_,_ id-_ -_ - --= z_=_=_f=, ----_-__ ___ - - __ - - 1 77 - �;4 ------ �- 7T_ __ �_ "I ... ��_ � -_ - ___ - --- - --- A��___ - --------- -7 - Z___ _�_,_ ___ - - - - . - :_ it - - I , -- - - __C ,_U�+I� ____,1__;._Jt_4_._ 4:i - -_-4 I , --j----V) � - .__1____________, __ v __V� I --- : 4�-: -�- =-- _____ =f_ - I,--- __ -I ___ 1 --�� -1 --I'- _ I - - - ___ - I -- _____ - - - __ __ - __ t.� i - - --- 1___.11 - - -= - 1- t4z - - - - - - __ --I------ ------, ____ __ __ ___ :-"-- _.�w:_ - � , .- __t__ - - ____ ,_ - I ,- "I ------,-., �� _A: I-- - ---- 472 ___ � ___ -.-,---= t_ , � �_ _ , � -.--- =--- _I: - _-, _--, - - --I------ -- - , " - - - - = t I Im- - - ___ 1� . - __ ML - �i � � __ - - �--- � .+_0 ____ __ - ___ - - t a ;+- I - ___ ;�" -- I -- � . - - - - - - - - 11 I - �- , __ - . -- 4� 1 1 - - --- -- -_ -- I-, - --i I - — _ __ _�__ �_ �4 __ __ -4 _-i- w��- --+--J_��J_1�__�. - - - - - --- - _--A w__".__L_t --- --.-- � ---- : I ��.-��-_,_ ___Az�_ 77+_ �__ � --- -_ I � -_ - - _:�J, - - - awmi—, t - j_____ __-, __ I - - _:_ t 1----- - , - I __ __,�_ ____ __ _,7� z _� -,--- - -,--,- _-7-- ---- -7 - - U�� __ Fu . _ - - f -- - -4 - � - - - --- - ---- 11 - - - - - - I .- I - - - - ___ - __ - I __ - I "I - - - - - _t - - - ___T� - - - - , - - - - __ - �. - - ,_- _4__ f - - ___ - � I _� ------ � - - _= = _-__-__-_ _____ � � E-E _____t� __ - -,-- ___ = = =------ __ _= I=- �� __ - - - - ----I- - -1 - - - =__ _j , I--- ---,-:--,--:--.::�---,-,----I----- -- __1 __ __ __ ___ ____ ___-__ :_ - - I - - - ,- , -- __ - - - - ; - - - - - - - -� -_-_ , -, -, - -__-,: ,,--__- __-,,- = _� - - ___ ______ ___ f- __ -,-.- - _T7: - --- -- - ---- --- - - __ - _-_:j:.:,�_ __ - - __ , I �_ - I - I-, __ - -- - 1: --- ____ - -- - � - -- __ - - 11 __ - --- - I __ - ,- `1 --,-=: ---- 11 -- -- ____ -- - - - _LEk� __ =_ ___r= = = =. = �_, '. - . - � --=- -_ � _-___�:t.:.-__=_ _ -_ :�LL_4 -] - � --- -- - -- - -_ - - _�, - - - I - � . j-_=----T- -_ __�__ _7= =7 =-- = — — — -_ - __ -, - - - ___ __ - - __ - _', --,-- -1 ---- 11 _ ._ -1 __ � - - 1-11, I-, - t - ____ -- -- -7 -_ X�r . 7-7, _ -_ - _____ - __ - - -1 -.q--.----, ---- - __ . - - - 1=11 ... :---- __ ___ ____ __ __ - - - - - - __ --.--- .__ - �� - = __ I _� -:-:- - - ��_! �E-1-__7. kw. mr - 4 ,__-- -1 - - __ 1 ---- I __ - --- ----------. __ - - , - _�� , - - - - ___ - __ - - - I :_ __ - ___ 4 - - - - - 1_�ILL_11 - I 11 - - - I- 1 +511, L I , '___,__:_____ -, �w W_ - - ___ - ___ --- __ __ __�, - - _4 - - __ ____ _ _'� -, 7 : ��_, __ __ ____ - , - __ - � _:_ �� =,z __ -1 ___ _: : _: --- --- = I- I 1-1 i- - EL �-I I,k4( __ - -_�_-+_-�_. _ __ � 11 �- L � .- _� "A ____ _=t=`7f7___1 - -.11- -1 __1 .--- _ -.,--. - - --- -- - I --- L_ - - �_ _= - -r= -- =-tt-=� - 7==_----��=-,rt , -.- ___t____ L:�4= - - -_-_-. =: ---=:= -�-J- ____ - - -- - - i W 1 �- �., - � - -- - , --- - �, ,.- I -.1 =,, -- I - � --- - __ t- - __ - _�� - - �i - - - � - 4 - - __ - � -: - - �, _� - - - ___ ,=__ Z_ - ___4 - ____ - ___t____ - -- t , X JG-29 41 - I _: - _tm4i- .65 11 , 11, 1, - ____1 _____ - f --- _r _-_ .- -1 I -_ - I __ - — - __ _.___ - _ _ ___ __ - - - ___ � __ __ 11-- - , - --I---=: == §- -I--- - - -7- =�� - I , - w -1 ---I- -- W_ -, - : , -- - -- - _= - __ � I I � - � ; - , 1- - �� OL - -_ - --- 4ED - - I I - � - -t � - Viz lul -7t7- --I---- -1 - -- -- - I _1 " 1 __-_ --- � -7- 1 - ____ ---- - + - . - _ I - - ,_,--_ - ____1 __ _--_,, - - __ - __ - - -C - - T - __ _1_____ - Tqj - 4- �k�,�_ _1= 1 _: .-: � -,c I_ �, �A __z_ , - _: - C3 w 1 �ZL� �_ �_ - - 1_7 17 - - � , . - - - __.. - - __ = __ - ___ - � ��11111 __ __ _�__ : __ _.-, - --- --- - --:L--- --- -- = - - - .__ -+ � - I _1+ __ -.- ___ �- -_f --- ---- �i �_ = %__ , > _ _M� U 59 --- ____+_______ -1 6 10 ____ - i - � - Cq__ - _�_10) -- ____ 1 - __ ,.,in , i:, �_ - + 4- - Ill __ -- 1 _+ - - t - - __ - - - � - . - - �, . - ( - .4 W � - I Ej - . � I --- T --- - p -Wtr � i _F___ -_ - - - -_ - � _j � m fmj> - i V -179 - �- F - - - - J __ I I - i�t C� I- �, - - - - - � ___ - -?O - f - I I - 1-7-- - - I- A I -- :---- � -4 d --- , --4--w __ ---,-- - __ ___ __+�-- , ___ I I I ___ -1 - - __ __ __r� _�, . = ____-7 T 66 -- - - - - - , 6 1. 1 I --- - �7- �j --'= =-4--'C �_ �___ C) _�:. 4 -- == - __ - I - --- 4e Im - - - 9 - -- � . I I , . -_ - - 4M - me ,sf ---- -- f- -F ,; ai T --i-, - =- --� ,-- -- -N ----- __ - I - __1 r �% �p CD - - - - - t-_-� � __ S �: - - - I - - - - - - I OD � I _. + Ics - ____ - - ,_� __L_ - - - - - ,-+ - __ 4 1 :9 6 __ - - �_� � - - � - --- - - ---=,=,-- _= _ - v - - Lmt - C� T-N - . - - A, - --A - : - -+ F- _:74 -:7-f - I __� _1z = � _ �� _r_,_ - - -.-:'' -1-T _'e,�___L_ ___�__ --- --A it A� - .1 ... I __ - - A, _w - __ �� 7- F,---=-,- I =t - 7 - - -1 I -11 - �10 ��_______ - -,: ___,� :- ��:�:-,:: -_:j-.-_:-_jA-n - __ = W - - zi:� I - 1- - -- __ � . ---:= � r_V �Ei 11 _� - �t I - � I 7.-4 _ - I - - I r. -1 __ __ - ---I:--- _� __= - - 7. - � - --- -, J - � !��:� ;;l - ", ___ " - - - � --t�tn' __ - I . - ,-: --- --- - N - t - - - L&_ -4 _� I :_ _�=� - I-.,-,-- _ I . __ t__ - � __ __ I I __ - - _ - - --- 11 ____i -- - ----- � ___� - f 1��- ,�52X_--, � __ , ___ I - _11-1--1 - ____ ____ ,_______,_ - `_ - /)--- 11 ,- 11 -, - _ - - r, _-__-__- __ � I-- _� - R --- 1- �_ - __ - --,----,--- I--,,.,--''- � - ___ ___1 N - ---_- - I- � � _11-1 ____ , �. � �._T___`_________ i _1 - ��_w It- j - ��4�L LIL -, 7_7�_ =-,-, - I __ , _,_�_ __ __ �__ _� - _= _� � __�� __�_ �� - _�__� 1�_ - - --� -_-7� � � 1 "_4, - - ;;� I I - . . =4 - - - -1-1_--_ __ -t - __ __ __ ___ __ __ __ __ ___ f__ - __1 - - - - -I--- - - _� - - - - - t- I __ - I - - - __ , __ ___ __ _______A - - - __ -1 - - __ k- - immum -- ---- ___ - - - - - __ -4 - + - __ - __ --- - __ � _ � - -.11.1 -_ - I --- I - - t I - _ - - - , - - - - I - - __ ____ � ; 4 , - - � �__ __ --- . - � __ = = __ 1_� ��_ __ _.- � - ___ _�, - � .... ... f - �_ --I---- __ - ___ - I - __��___ �� - - ___��. -4 .- __ - __ ___ __ - -, - ___ , ---- - - -t--:- __ - __ __ - � - 10101W 11" ___ _ WON. _L �p __ - ---' IF 7 __ __ I _1 � I- __ - - - - - - - - - - t __ _: , - __ - ---I- - __ - �� - - __ - - - - - - ;;� 7� - I - -.1 ___ - � -V ____ � __ - �_ . - - _]_� __L� - ____ ____ __ - __ - --", - __ __ - - __ _L - __ - I= ___ = - __ __ -,- ___ �� _ �, � � �: ___ - - - � � - - __ __ - -�- - - - __ - ___ ___ ___ _._ __ - - - 11 __ -1. I --- ----- - ____ - - - - __ - _ - - -1. - - - __ ___ , - - _____:-_r-�---- _r__ - - - -11, -1 - 1. ___11 - _ __ - ____ -,--- - __ L� - � 7�71 � � ___ = ___ - - - - _ 11 -- - -- -- ---- -- -4-�-; - ------- ___ - - - __= � _____ __ ____ - __ - -,- ___ - - - -��4_--: -- ____ --.- -.--. � __ __ �7-� - - _= , -1 � : ----- - _�: � ��_ = _4= - - - - _= __ - __ - __ - - __ - � - - - --_---____________=___ ---------------= - ___ - ____ - -I - - -- - -- . ---- ---- 1-1-1-- __ - - -_ - - I ,- I - -_ _j,_:,- - :_ _� --:,, - , -:,, - ., - - � - - - - __ - --- -- _4 - -1 I- ___, - - I , , - - � ___ __ � �� - ___ - .__ -_ =_ =_ � �� _�� __ - __ __ - ___ - �__J��_ I-:.- _= m__ -.-- - - 7�.. 7�__7 ___ -q--t-- - ,- , , ,- , ___ ______ __ _� � - _� I- - - I � I __1 __ - __ _4� - ,_ - __ ___ - ____ - ___ - --_._ � __ � ;00* - V Cl- - ___ - 7� - . 1-1 � - __ - - , - - . 1, I �- , . 11 - - _ -,-- __: --------- - - __ ___d__ - I-- 1 111- - - - - - - � 1_1_1�_ oq, - - - . - -4 --- --f --- ae -, ___ - - __ . ___ __ ___ - - - ____� - _T� - - - - ---------- ___ __ - - __ - - - ---,---- _ ____.__1________.__.__. - __ - I _1________________ -_ I - __ ____ - � ---- -- - ___ — a__.11__.�__.�__=_.�_3� . . . . . . ��_ � �_� ,,, -,-- - - - - - - - I � - _-L - - t - - - _�Z_ - - - _ � �_imx_ .__14___A_____ - ----- - - �_ _.�� __ 1_ __ �___ . __ - __ - - — --- - --- - , - -_ -1-- __ w � - - 11 -1 - - -1 _ I _. -I-- - i- __, _� _�___ __ - - __ �- - ,, �1�1_,---- - --- .---- ________ ll -- ____ ____ __,_=,-_�,_= _-::-_-.=--: _____ - �. I- - - , _ . -- _____ - = - -_ -----T--- - - - - �- - ___ ___ __ -, __ __ -- - I - __ ____ __ - -1 - - __1 ____ ____._ ____________1 ___ = � �_ - I _4- - - __ -1--. ___ __ ---I--=-- -_=1=-t-_ - - - - a�� --- �__z �, �i == _= - - _F�� 4-- � � F=�� =_ i -_ --- -_ -_ - _ - -,---, - --I:,- -1 I -- I - - ; t�j I , - - - ___�, � - -1- ___ - - - I - �_I� - - - - - - - 1- � - - - ___ T ___ __ - __ ____ _� - � '' -_ ______ --- -_ _____ - --- - - -_ -_ -_ - �� E - 1(j 4- - - -- __ I . ___ __ _:H "I I --- - _Z� _��, -4- ��:t5 _1ELI'LzE _ _ - - -_ - - - CD to - - j - I ___ - .---. - __ __ I __ - - __ __ __ - - __ - __ I _A- - -- - =_� � d.-,--. � -=- - ___ ___�___ _ ILT_ - - _j-=:__-,4._________ _____ __ - - __ - ___ - __ __ ___,�, An 4--- - ,, �, 7, --- -z-F ---- i - - - - �� _6 (_� I ---i- __ � - I— _11 ___ - , __ __ . __ __ � --p-ai-7- __ ___T=__ ___,�, �_� _____ - -_ , ,�__,.,p -_ - -_ -a- r I _C) -- , � =1= Z= �__ --- -1 � I - 1-1-1-- � 1c3 1�11 _t � �,w �_ I q I I- - 11 --- - - _ _: - __ __ I ___� --- - - . - I - __ & f,4 - fc) __ - ;74 F�1_ 8 4 - __ : ___r- I __ -- -- - I - ____ , - i - I - 11 _� - - - � - i - + b-) I= - _� I - .- ____ ,-- - __ - I ... - - - I __ - I I I _+ - - -4- - - _____ . __ - I - - _� j _-, i __ , - L.- --. - � �7_ ._ - � � _--j -- _w) C3 - �� - - - ___ � - : I- - - - - 8 V _12 1 - , - :-�- --- I :-,-: - --- 4 - i777 I, - - 1, _,_� - i U - 9-77- - -1 I - � I I !_"nw-_L�� - , - t i __ _-,_ _1 - ----- - __ .1-1f.- I - -1 -, -, � ��r_i I __�, �_ __ it - t _9 --I- I - I ; - i I - �� " ___ 1- __ 77�� - 4 f- 4 _ �H __ I C � �__ - I __� a] - _ .,- _ : -1 . - � - 22 . I t , � - I " rRol _4 A ' � y,� - - i 1 4� � , T,�J_-' t -_ I � T - i i t _ - --= _ I I - ___ 4 1 � § __ 7- 1 - � , ; �4_.__ _- _:__ _-_ __ - I � - :--I-- - - I 1, . f i -1 I ___ - ! - I i - �_. I i+ I I _� , - 7� , I 1 4�- j ��_ - �:�_ � - I � - i4 � I -_ --- [� - - � I -1 � _-_ �1 i-_-� - = I : - -_ i I __ t . i I I 1 1 i . PH __ - ____ — --la - - - cr 10-T-1-- -- - �6 1- --- __ ___ __ � � - - ------- - � I-- I - - it F� ___ I-1-4 � - - _4� --- -_ - -_ -_ --- - 6 44 - - - - - - i - .- __ __ -�� - _: - IQ ,-- _� --t- - 1 ---4-- -- i - - I --- i - - ,M,- - , - -_ - - - - - - - - - -1 1. -_ �__zz� =�::,__ - I I , - I --- - � 4.____�__ ___ - - - - __ r ��,E_ ��_,_ U � - 8 _� 5. - 4- - - I I -t - -g ---- -w - A jL� - In lk- __ t -7- __ _j-_ __ i --- __ - 1- �47 w�i - - -�I;z wy,- -= �--=fe� k--- P-- - - - - I - __ ---- f_ ,_ "_ __+ __ _e __ _44--_ - - � - _- --1 - - -14 1 I- _T' I - -4- - _____ V) - ___ --4-- - - I- ---,- , _ V __ il _- '�_ I � — i - __ -- , - , �, W) ---- -1__-____-- --- - ------- ...--r A - - ---I � - - 1- --= --j-7,_=4 --j- J- -I-,------- - __ - --: - 14. A. � . . . . . ,- 1 _:t___, __ _ti +� ___ - _dw I- - �� __ ___ ______ ____ _tFi ------: ___� � __ CF! - � � -�j ,� - - � - � �- I I '''', I - - --- -- -- - . .-C I __ il I, - -�J�- -_ - --- - ----- I . - I i i - __�_ - -�- - I �- 4______ = .-_=_-E=7-j .--=I--- 1, � - �� -F� - ___ - - - �_� V��= _1_ -, I I ....... 11''1111, 1- -�J- - - I 1= �- " I _____ -- -- - - --- -- - , - - - � , 11 I _ - , _1 _,�,_ __�____,�___,_ - , �1 l�--7�. _�_ -�_A :� �__� , L�_ . _�� I - _ ___ T i � I - __ , __ = I - ___T___ __ ___ - -,-- -, __ - ___� , - __ - ,- __ _4 ___1 - ___ I __ __ - - - f- - _____ - - - T__ __ - __ , =1 �A__V ��__A ��_ , t - I --- --T-1 q _V__iaj __ 4- - - - , - __ __ - _ ________ __ I It- . ___ ' A - - __ __ - -- - -- - -- - - -- -t- , - _7 - -4- - � ��, _-w _t_-71: -I- - __ , - __ - - - - __ ___ !_ -,- 1 t 1, =0 t__ - �, - �'_ - � - - � - - - 7 - - - - --1-- - - 4- _ - - - - i Z= - all - pt =- - -- .- - - z'. j - � , - � - - 1p �--F - __ - __ I ___j - - -- __ -- -- - - -�_--- - - -- - � � 1 L - _:=V__:r=4-- ---I I 4-- =Fr=t - . --- , __ - � ____ _ __ ___ - ____ - 1- I , = �_ =f� - ____ = --= =_ =__j_ , .1__+___ -'=f-=, I I I . ___ � I - - __ - ____+_�_.�_ - �_�_-" - __ -�4S_9171 ;:-_ �`__ __ I - - [__�_, - - , _ ;��i __t __ t 7:7 ti-i ____ __ 7 ,-- � I : V - ___ - - __ - - 4 .�i I __ --t- - ___ _ � -, .__ - ------ ------ t___ k __ ,7 __ - = 1 17-4 1 - - - __ - 1,___,_p___j1.__ - ___ � ___ � - - 4 - - - 77-, 4 � lt. _ - - - =17-, __ - - 7-,-+ - . - - I - - L,-_= I -z = I I --I _�_ � - - -_ - - - - 1-1- __ _11.- -� , I . . - - __�;_ '4= ._�._ - _� __ ___ ___ f- __ ___._,=1__1 — ,, -4. ==_ = =,. -�t,- - -i4 -t - 4 - -, - _= ,-_7�4�- ---� �- - -!= � - J_ I - i- _4 -1 , - - 4�4.- - I - - �� __ - - __ - 4 -=-- 1-4-4 __ - - 7-_J;��--r= -, __ - 4 --=t ,- - 47- �44� 4 - -_ t:� 1� --- ft 4_4� !� - - - I __ 4 ------ I - - - __ __ ----I---- � I , - , I I I I - I I I � . 1111111111111 I I I I A __ T - �__ ___ ,- :. _*__1 __ - I - I--- _,_�1_1 -I- L_ � __ __ __ __ __ 4- --- __ - _ - I __ , --- --- � t - - . ____ - __ t__ __ =-.1�L � --- �� fw= --'- - +: - i _1 __ --- --- - -_ -_ �_:_q __��__ +�-�- �.=_�_____r=l _11= _.____�: ___:�,, - :-4-- __ � I--, I- - � __� ,�� -_ - - - I , - _I ____ -1 1 I - �_ - __ - ____:___:___:7__�: , __ - __== _T� . - ___ ____ ___ ___ - __ I - T I- " - - - - - , ___ : ---1----- -- E - � � - _,_."_Z��,! --.---- ___._ --,-.- ___ __ - __ __A� . I - __ - __ __ _____ ,- T�� __ - , __ , __ - " ___111 _ - _ -11 - , 11 __ � - -1 � � - - ___ - I �� _____ - - - - �_ - - - - - - 3 - t - - __ ___ __ - - � _: ,- _- - I-- - - - ___ --- ____ - - __ _____ 1-11 I— I ___1___ _ - -- -- __ � _�' -,- - - � 1, - ____ 1 - A - -----I---- I - - - __ - - - __ -t - - _:__ ___ _____ 1-1 ----- - - __ - - - 1 - -- -1 --- - --- --- -1 11-T, I I - - 1 - � - 1 7�7 f 4____1 __ - I— _ - - - --- - - = = = T= - - - - - -1 J- - I --- t- -1 __ --- 1-1- - - - __ - � - - __ _� - I __ _�z __ __ - 1, - ,--- - _-- -- - --, - - - - - - I— ,___ - - - - I -�:z�,:��-.-�,--��-.�---,��-:z-�- ___1___, ___ , - __-�,-_�� -,-�,-..-�--+------",iL�l-ILLI�� _____ _�__ - __ ____ - _= I - f - ,-- -- 7T_1 _______ _ -- -- --- - ___ = - - ---I 7f __ -I--- ___ - ___ ____ __ ____ I I � ---- -- - ____ , , I_ - -, ---- � ___ ".- - - - - --t- __ __ - - __ - __1 ,- =_: _______ ___-7:1-�, �: j=,-11-_,_- _1____1 � - � _ __ __ __ ____ __ _- - _ - � I __ _11- (z I - - ___ __ ___.___ __ ____ __ I— I ---- I- 11 .-,--,- - �_=-_:j _= -_ � __�_f� - - - � �__. — �:�=#_=�_�:_=_ �_� __�-Z_p_��_- :�_� - , 4__��__t_ :�____ _____.______- __ _ __ -1 �_ - __ - __ - - 1 -- - - - - __ - - ___ - � --- - , __ - i - - __ __ - - - ____ - _J - -1. - 71 ------- ----- �-- - - 4 -------- .__ __ - I I - - I -1-1 --- I - =_ � - 7'7t----- __ - - - - - � L 9- - _ _ - - - - - _*�= - ____,__ " - - 4 ---- i - - � _-!, - --- -- ---- ,- - - � � , _�� - -- ----- I ------ r, - - ___ A--- - -1-- -- 11 __� ------- - I __ Z��,�'. - I- - , , ___ - - __ - - - ___________ - t � ---.--- - -,. _�__ __ - __ __ - - - - ___ ---I-= = = __ - - __A�� - - I __ __ _'m - , t 87, " - - - 1-1-1 ------ _,___._____ __ _3C __ - - - - __ � -y _- , , , F, - __ - f -f----- _�C3 __ - t___ � _____ ____ - ____ ---- -- - i ---- -- -, - �- ------ ---- --- __ - --- - 1-1 - -11----,--, - � I :-- =- ___7__F f - ciu_�__ - - -- - - - ___ t7- __ __ - __ �1_ � --- ___ - - __ - - - , - _'.. - _�__ - .-,.= � __ - --- - _ I—- . I _., -1-4-P., - I . . . . . 1.1- ---I- - - __ __ __ - --4-, 1 - __ ________,=_::_______ - __ :,_--_ -I----- I- __ ___ =i_____� __ . z� ___��-�zl�l _�_�� _�_L, _____ -r;> I— __ __ __ - � - __ ____1 1-1 � - � __x_ I � '; -=------------- ___1_s_______ �.� ��_�L__=__= . - _1 --- --- W -1 �- %__ - - __ - ---- 1________, - - - 'T ___ _.___ --- - - -- --- __-Jt_ '�'L � --- t - � �__J_ - i _-,6 N - __ - - __ _ - __ , - (olu t 11 __ n--A I - , , rl_� - - " - I_ __ ,-�--�---------�----�z�-------,--,.--.�-,-,---�-�_--- ____ - --j-4, C , I - , - �,,t � --,T-- 1w - __ - - ___ . - ,=�:��______._,__ - - 1 I- I - - - -1 1-1 __ I I li� - - -4 Z �1_ - - 9 ;_ - __ 4 --vi - - - ___ __ I'll --I'---- - I'll � - --- L - - - - - __ ____ f - __ __ - ___ ts 8 r � f - �, ____ ------.- I I— _... "" --- V-- - ad - -, - - ___ -_-,- :_-_-:-,--_- - __ __ - - __ ____:___::7__,: =:___� : - --- - - 737--7 __ _____ __ __ _� __ __ . ,2 - _____ �O ___ L�_�� za __ - � - -1 - ___ ___ _ ------ --- - - - -1 - __ - — ___ _ - - __�L___ � �F tr - jl 10q_ �� ---14 __ __ ____ - l-- - __ - - 11 __11 - � - - __ - - I - - -,+ :,L-,:1r_ A - __ [ 1_ :-,--- f - -- ---- --- - - - - -- -___ --- ,� I-- - - 2o ,___E - - I - t _�__ _11L_ T� th L6 � --- - ____4 - - - , __ __ --- -�__ - - __.Aw - (3� I— - - � � - --. TV �� 74� 11 - -,- -I-- - 1= 7_==_ = _____ --- - _= - I li�_;ii ______1T___1j�'__ r,t I - - I- --- 001 I - __ I I --i - - , - - i - I - 40 �_ __ __ - � I - - - - - __ � __ - - - ile - - __ - __ - - __�� __ ��_ - - __ - --I-- - I --- - - 1. - - - I L�J-i -, I I—- 1 - �_l -_ -_ -_ - �� __ I __ 11 - I- 11 - - --i __ - ___ - -A - __ __ I A __� _� I �, --- --- i_d =-- __= __ � --�.v _1 � - ------- __ � - - - --- I - - -- ____ _�__--__- � - ,=j__-___ - - - 1- --- --- --- - ________ ,-----,. - .-I ______ --- - __ 10-4---w — I I - . --t- - __ r I � __ - - - _____� - - ---. I - , - I- - ,1_- - - � -�-_71 - -_ � 7== �_�_ -11 - - - - � - , - � ___�� T., I- - __ _-_- --_---I __� -_- - -, __ - ___1 ____ - _� __ :E �_��, L___ - � - -1, -14-- , [ , _ ____ 1-11- - li- � I - , 11 - - - - ___ _ - _1_1_��__ --i - I- - - �4 =.__� -=: 1_=A� -_:,t�_D% 40 __ �_ �______� _�_-J=z _=_-. �, __ =._� - _-_ — - _-, - _T_�_�� ___ 4 1 - _ -�- -,-- ,- ---1__-',- __ __1 _Ql't -, �� "I'll - - __ - _�___ . -I ___1 I'll --- ,- Uj --- __ - - - ,- _ - __ _-T,_ ___ -Z I 1: t .11--p- � __ - I - ,--,--`I - __:_j_-,_--,__�_-_-_:l __ - - - - __ ,--,-, - --1---:1- ---. 4-1-1 - .- __ __q_ -- ---- - .__ 11 __ . 41--11 -- -- - ----- -��, _-, W-- 57+W ELi-F11-COU ------ 11 - - I- - 7 = ._-,-: A - I - __ - _,_,_____,___ � . - r-��-- - - . - - - 21 - __ - - 6 - __ _ __ � i - - , __ - , - __ __ . ) I - - ,.-1i2%-__j ra �._Z� _Z�_ - - �:_ =__ - , __.__ H_ ___ I-_ I - - ___ . � _ . I I ... __ - - I - 9 iR ".---_- __ - - - - - _: �__ --- -- - __ - - �. �- �- � 11 __ LIA_= , --:, __F ,__�_ - - - - t L -1 � _. - � I � mm! - - ___ _ 4______ __ _ � = =_ n ---- �:_ =��__ - --- z__ --- --- __1_____= --- --- - I I - _ __ - _11_____ _____ ____ _______ _,_=,7t-------_j- - - ts� m ___:=� - - - - __ - .-, __ - - 0 , - Mao___ ,+ � - - - _ - __ ___ ------- __ __ 7� �� _,�� .___�__ !� __ _ =.=_0 - - __1_8 �_ _7_+ --- X� V_1r___ ,_ ____ --- - -,-- __ --- ____ - - - - �7 ; 4 1 1 - I __ I- - - ___ - - - - - - I- 11 - U - ��, � , - � V - - - - - : 6 :x: -----,--W- I m ____ __ � - C� - - � � � � W ;.Z-- - - - - - - __ - - - = I - - --I - .— � or ,. �- 1. - _,_ --j --IQ I - I - I �� _,__ - , - 11z - ____ __ �__. �� 1) - �_ - - __ __ - !_ _ , �::__J-- --� �,- -- =- __ _: �1_1___ _____ __ ---I----- i A �4- d- Ln " _- -_ - __ - - -1: - - - - __ - - r. 1, , - - - AM ;1 - - 11 11 __ - � I - - , - �'_ � 1-1 -1 _9 - ��4 ___ -.1-14-1 - - . 11--l- � __ __ ____ ____ - - 1� __._�j___p _- --- -W --I-- � - - - , � t - __ - �- + Y_ �_ � + - . - - --if - --'t,) _�-____ - ___ t Q __ __ - _�, � I - 1 "I_E�__, 1.1-11, = __t� -1 1___.,_1__t___ - _ __ --I---- - --- --- I-,-,--- ___ - !2 0 1 _4 := --f- _� ��'pw-.- T__j____ ,__ - - -r- ___-iiiirV-A-____1_____ --- ____ --- 0 I � - I = __ - ___ I � -� --,,-- -�_ .=I------- :__-=-i-___ ---- - ------ - _____ __ -------- ___ ___ - - __ � - �� __ - - - __ -1 � - - - - - - __ - ----'--- 11 __ - i 4�_44_c -1- . __ - __ � � 11 - __ - I - - i- - __ - i ____ ____ __ ___ - - __ __4 � - - - -1. - ----,---.-- , I---- ��-�-�,--:��----��,--�z------ - _V) ___ - - __ __ - - - - ,----.---- - - ------ - ___ �_ - - [ A- -_ -J_ - _ - " __ ". -,,,, - - -: � I I- - __ - _ - - 1, - - � -- --- - - __ _1 __ - __ � --- - -i - :� - --- A __ _� __ __ - - � I I " - __ - - 1-1- - ___ - 1 �.� __ __ _=___,______,_--,_- _- V _- __ - --- __ =17 __ __ ____ - 4__.___.__ - T--: �� _ I ,�L - - - - �- __: _4 — — ___ - - ----I--.-,-.-- -----::-�-7=-I-=-----�,,-�=-=L'�-t=------ - - - I-- �L ___F=� =_- - __ - - - - - __ --- __ __ __ - - -4-- - - __ - . ___ - - I __ _11-11 , :_ __ - - __ __ - - ___ ___ ___ - - - - - - - - -- -- --- - ---- - __ - _ - ____J - - __ ___ - - - - - -:-T- --= :: -,-: - � - - __ -1--1 .-.----. - --- � ___ - __-_ -::__ .- - - 2 __ - __ --- - - t - __ - - - - = !��A_ � - __ __ __ - - __ - - - - I - - __ - --.-,- , - �, ____ - - +_ , , __ - , - - - , - - - - _�___ - __ ___ - __ - 4p -'--., = __ _--� � ___ ____ ---.---- - __ __ - -11 �:_A__= ---- _- : __ ----I __ - _____ - - __ - - __ - - . __ __ --- - -t-_, �� - - -1 --.--I-.--,-.-- ,- - - - - I - _1_ __ � I- 11 --- I - - - _____ __ - - - - __ - =ffi- � - Z_ __�_=_= �� _�_ __1_____ __ __ ___ - 4----- --- -- - __ __ ___ __ __ ___ __ ___ __ __ � -1-1 - �- , - - I- . - 1�1___ ___ - �_ =1_111 ----------- � -- --- - - , - ,V___T______ - - - A - I- - - 11 �� 11 - 11-1--11 __ - �_� �� ----- : H_ " f _= �= I— ____ I— - ___ - - __ - - __:jr) _-, _-_ --: _-:_ - - -- - �. =-�-- -- ---- - - _ ___ __ I ___ __ - __ � __ - - - __ ___ __ __ ___ - __., __ ____ __ __i� ---- �_Z:z �w , - __ __ ___ - __ __ . __ . - __ - - __ - ____ . - - � ---=t ____ _____ ___ ___ - I ---PL 0, I- --- �- __ _____ - - __ - - __ - - 4U - I - -.11 __ --- __ __ 11-1-1 I—- ,- __ ----I--,--,--- ___ .- __ - � - __ 8 ,-- - - , _ _ - I - - - -.--f- - -:T-- H — i - - � 11 I I _1+ - - = _T7= __ - __ -1: ____ __ - __ - ____ - kn �'__ _,:_,�[- I - � __ - __ ___ ----I- - , _ - ____ I- _+ � �- -� " � __ --- - --.,-- :_ -- - . I , - __ -111---, _ - - - - = . ___.. 4-: _�: #!,�._�_,,a ,--,- _-, �?- " __�= ___ __ - - _a� _. -.- ____ ___� � . - -_ - - - to _____ - --- --- --- - - I ------- _�_. - - - 1-1 - - - � - - - _�. � -- -- --- I - I -__ _ ---. __ --- to- __ - - � W� d! ,le ___ - �t - __ __ ___ � C7 �__ - ____(5 1 __ __ 1-1 _ - , ___ - _6 ___� - - - - - 1C> --- -- - - - - I __+ -11 ______9 - - ___ - A - -1 __ . __ _1�_�. I _1 - ___ , - ___ ___ __ __ ", - __C; �____ ______;-_ q_7 I— - 11 _w" __ __ - -1 � - - HT �� __ 1 =_ --= - - - __ � ___ --J - - -,-- _,� - - - ___ - - � - -�'= - � - �� , - S - - 6:�E _-JA � -- (m) �____ + ___ __ __ OG - =1 -�:===z== --_-z:.- __ 7 �= ___ + �1_ I— _4 �_� - __ ___� �_� - _.�:____ �.:____ -:- - - - _:z- - _�.__7_ �= -_ t,- ---- - :__7 __ --t; .� _- __ - - ---.- 11 - F_ - __ __ __ __ --- - __ I �:_ Ar) __ =_ -7 _77 ____ _ - __ _ _: D �-_ __ -9id - -- - - __-: __�wwi - - __-_-i- ___ __ __ -I - __ ____t___ ___ - �_, � --- --- yl=z�z_ --4-7 �_�j t __ �_7___v 0-lur, ;44- ___ . i FA ftIV---- - � I k ,�z L I - f I I - I -00 � __ --- :_ � __-_ ___ - � - - __ - --- __ __ - - __ W, - __ __' - - L_ -1-- I , -I- 1 2 - PO -1 __ __ i, :, - -, ___ L � �__ �� = _.��_ Z��_ - i , - - - - i - --I- __ ___ T_ VVII _= =_,_1 � - - I- - =7 7= __ - __ __ - __ - - - _7= =_,�: 1= _=_ �� - - - __T�E] -1 - T --- t=l - - �_____ ___ - - _-_: �� - __ ---t - - I -71 -_ , - I L_ r 1� ___ __ --,-- __, -,- _ " ____ __ __ ______ __ __ - - _1=4_ 1 � I - - . I - - ----- — - __ - _ _ - T�l __ - - -, --_,i - ____ 4- -_---[.--7-_f - 1_-__=f=E-__ ___ ='-=— ____ - - - _____ -- -- -- - __ - � - - F_1 - .- - , __ � - ___._.11_1._____ __ - ____ __ - - - �. I "_ �� - - - - W__ V - - __ _rl ,,- __ - __ - - - - __ __ T_- - - . - I= z --T= ., = - __ _�Z�E� __ - - I — - ... T4 4 . I =�==z:,_-__i____LL___ -_ ___.__._.__1 - __ - __ -1-11-1- I- ---------=--_I-=---- ___ __ --------------_-- - - - - - , , - , ---,I.,-- -,-,---------,-- ____ ____1= __ ___ L�_� ,,-M ___ �T - _-_ - - __ �- = --------- ------:_-_--�- -- ------------,--- --- -------------------- -- - ____ __ --,------------- - :__ ___ ___ ___ ------- __ ----- -- ------- __ _ - _____ ___ __ ____ - __ _ _____1 - --- : � I ___ __ ---,.----,---- -.- - - - t== ---= _- � - - -- -- - - __ - � - - _____ ____ - - z(_j`I(V_p,_U__f__ ------- __ __ ___ _______,_________.__. ____ _________ - - __ I I - ____ -,- - - ----I- - ___.______ - __ - __j-�-_=-=--- __ _� - - :-_ . I I - -- , - __:_ -:-- = - __.� - - - ,--- _ ------ _________________,_____ , ___ . - - __ I :___=______ ______1__,____.__... -.---.--. __ - - , - 1, 1-i - rr 1Lt_j__=i�6_1__=_A_`U_ Lolt- A I - ___ =__ ___ -_----_------ __ - ___ __ ==_____ ___ ___ ____ _______ - ___ __ I_ ____ ___ - __ - ________._ �____________.____ - __________ =1 - - __ - - - _____ �J___I:_- - - - -- - __ - � - - E= ___ - __ = 11 - - �� 11 __ =,::�.= 1 __ __ __ __ __ __ __ _�_� I= �� _. --.-- __ �� - ___ --- - - __ --I- I I ____ ___ - ---- Lz� ___ __ __ __ __ _i� ____ ___ - — - ____ _: -J�- - :_ _.=_=_-_-, :--- ---=- --- - 11-1,1-1- - — — — =--------=--:=7:=---==--------------�:-===-----------------------------------� -- — -- ---- �_______f___��_ ___ 1-1- _ ___:7 - ___ ___ _____ ____ __ __ ____ - Tr� � __ ___ - - - ,------?--------"�,-,--"---"--,�------: - - __ - - I - , -- -- , I----- -- - �_ 11___� - __7777�= - - ____ _ - - - = ___ - _=___ - - - __ __ = __ __ ___ ___ = __ __ __ __ - - - __ _= : ---- ----- __ - - - __ ___ __ __ - - = - - - - - L---- - --_-_ -__ __ - � - __ _-, - -.- - - . ___,_ ____ - - - 7__ . T�_ __ $ , =� . - I . - - =� = - - - ------- - - I------ - ___ ___ __ -,- ___ --- - - __ � __ _1 -__-_ __= - , ,_ _ - ''-,- - - - __�__T_ - ___ ____ 1 _____ __ - ___ - 14mz ,4 4'0'-- -- _ __ __ __ - . - - - - - - ___ . __ - �:__= --: - = ___- �_ �__- - - _- - -- - - - - -Ir -1. = 4- --4------ ---- ---- --- ----- - - - _____ ___ - - - __ _____ ____ ____ ___ - - __ __ - - - ___ ___ - ____ __ - - ___ -� __�� __-� �� ___ ��_ __�_.�7_+ - _=_ _= _� --- - -- - - --------�--t----------------�----------------------.---�---- .�--��-,�=�=-��==-,�-�=-��-�l__-_ZL-��_-_�_-�=�-�=.=-�. ___:�-------------,--=---------------T- _=______ ___�_.�_=�_� .� �_ �� - = , �- - - _ -,-- -,- __ - - - - - - __ � - - - 7- _�_ - - _______ 1 __ - __ ----------- ___ -,-''- - - -,--,- ____�_ __ - - - I- ______________r_____________ --I - �_: ____ ______ __-i-_,--:-- - __ - __ __ ___ - - - __ ___ - ___: - - - ___ ___ 7_ - - _710ERT 1 = I V _-_-_:-= --:- - - - ----- __ - - - - 1 - --- _ -1- I _-_-: ____==_� -:_- - - : _____: � ___ - - __ - __ __ __ - ____ - _ __ - � __ __ - - - ------,-- , __ ____ - __ - _ --== - - - - -i __ __ __ _7 --=-- - - _= __ - - - - - 1_._.____________, _. ,- - __ , , - ___ - - __ - - - - ______ - --- I—- - ___ - _____=_ ------- ___ - . __ - __ - - _________ _.__:,_-_-_--.__-_-_-_--_--------- __ __ � _ _ , I I - - __ - __ - __ ___ - - :---- -- - ---- - = ---- ___ __________ - ------- ----- - -- - � - __ __ - - - - __ - , - __ __ _ - - - - --,-- - __ - ___ -_ ----- ---- ---- -,- - -- - - - - -- - --- +- -- ---,--- 1---. � ---- --- _i�- - -- __ __ ------I---- ___ I--.--- - __ - - - - I.- - � - -- ---- --- ___ ___ - _____ I ___ I - - - __ ____ - - __ t � , ___ _ __ __ __ __ ____ __ - - ______ __ �- - __ --- -- - - - __��. I-- - - -11. - __ ____ - - _____ -,-.--,--,-. -1 ---- I—- I ---- - - - =___._-T:'= -1-111--l. ___j � - ____ ___ - = ___ __ __ _ __ - _�__ __ ___ ___ __ --.-. - r - - - _== — — -1 _= = ::�. — — __ — __ __ -1 - - _== --- - _z = =Z = =��= _= __ --- - - --4--- - - =z � __ ___ _____ ___f__-__ ___ — — __ I - - �� == - .-E 1 - _:::Z= - ___ — - � = - �� _ = �_ =_: =L :-=-- =_ � � =� =_ =�__ _=� :L�_� _� ww�__ � �� - =__::::z__ _= __Z_� — — _� — — _____ _______________��=��_= - " __ — — — �- - _- __ __ - - __ - ___ __ - - - __ ___ - - - ___ _____________.________ ___________________ ----------- - __ - - - - -- - - -- - - __ ______ ,- �, - - - - --- - - - - -1 __ - - --- __ I -t - ___ - I- ____________ � _= _:�_===_==____=_= --- - __ __ __ - - __ _ - __ - - = -I--=- - - -"- ,___11 --- - - =,__ ____ = , - _=__:,___:==,__:T,_:_-, =_,-_==-- --� - -_-_ --r--------- ----- _- - - --- - __ H - - - 4- �`--zi-, �----_- 4- - _____ ------ __-_ ___ __ I __ ____ - - 1- - ___________ ___ - _r 11-1-11 -1-1 __ - � _____ _ ---:-_i - : ,__-_ � __ _� ___ == _� V_ ___ ___ - ___ ------- --,--------- ___ _____ _____� ---- -- ___ ______ --------- = -_-==-_,----- -- - - ------=------ - - ------ - - f -, - LA�--- - ___�_ 7_=___�_111 . __ __ -_-. ____,=______ _____ ----------,----------------------- ------------- _____�.__,________ __ - ------ . . - __ __ _____ __ - ___ - __ -- - - -- - ---,-I----- - I—- - ___ ____ - - _�__ , , -::, _-,_._ , --=- i---- ___ ____ ___ _____ ___ - - - I-- __ - - 7 =_ ��_� Z_� ----,--- - --- - - _�zz� �z - - - ______ — — — E�� __� LL - -I- _�_________ , .- — — — — — — — — — === — — — — — — — — — — — — ---- - __ ___ ___ __ X- -=:=--:-- ___ — , - -- ----+- = = =_, = __ - __ �_ �_ � �� - ,---- ��ZLZ �a�� , __ ", __ - __ - - ____ __ -------- ___ ___ -- ______ =T_- - -- --- - ---- _-�A=_ --= =-: _= -- - __ - , _f ---.-- -- I- -- --- -- - - -- ------------- ---------- __ - __ __ - - __ - ___ ___ - - -1 I -11 --- � --- = ---- ---- -- -- ------ ---- ---- ---- - , ._1z __ _-__ ___ , ____ _-__ =_ __ --- -- -- --- ---i - - ___ ___ - _____ __ _:_ - ____ - ___�__= ___ --- I - - - --- __ --- _____ --- - 77 � __ __ ,_ - --- = ----I-- --,-- -_ = = - r__ --- ____ --- ____ ___�____ ____ ____ ____ --- --- --- __ __ ____ __ = =-- ___ __ _____ .---- I - I - -1 --- __ __ ___ __ --- --- -- -----=---==,--".--,.---,-.I,=.:-�==-------- - - __ - I - -- ---- I = --,----+- --- �---!==�----.----�-----=::-----7�-�--:�E=�� - �H� .---,----:�--=i-�---:t-----=---- ----________.__.___. - ___,____.______ - ------- - - - 4 ==__:_�:_ - _= 7-=-- ___ ___ ____ ___ ___ ___ ___ ____ =_ --= =_ ___ ___ ____ ____ ___ ___ __ __ - = - = ___ __ ___ __ ___. _ ___ -.,--- - --- ---= = I - 5V ______ ___ I 11 I - - I 9 10 1 1 12 13 , 14 15 16 17 18 1 _mm!!�� SEE SHEET No. 6 CENTERLINE DATA 01 . I / . k /I � .., : / �:I- Ill I I : . 'j , NO. DELTA OR BEARING RADIUS LENGTH 80, �!�/,, I I I 10 _/ S 19*02'44" W 86.20' iiiiiiiiiii / I I 111� m 40' / 1, //, I I (L LOT 19 / / // ,/ 4ll� A = R59'55! 300.00, 183.25' SCALE: I' = 40' Zy w . _1_/ -1 I S IF57'16* E — 147.52' / I // : "' f-- �t , E 39 1 , . . I I 1111 c� I I . I /,/ :4 -w A= 00 . /�, / / 4 625'37" 300.00' 253.56' . � I - + . 7 / I //,/ , LA I 1111 .. 't / / (�) — 63.35' � A' / I . S 3728'27" W . , V 1, .. . . LOT 13 ,-A , . — r LOT 1 8 / /-./ / I . - 0A . � / � . r� A. I ".. .. I I K : to Lo Ar / /�11 , �41 . 0 W .I- /, / / 7 / /�!f I I 11 I / I q V%� .. Q. . _1i 4 / // // \� L'A � .1 . a . . . __� : ; � I / 1__� 0 ,, . r 9b �, / ,, :, - ,:, _� - - - T�% / I CQ t A , . - Q - / / - I er . \ - I m , & �_ , - __ ___� z:7 _� 1z �� - I I �, - - 3; L N / - _�:j /�,) t1) - _�� _-Ir- *_1 — w NO. DELTA OR BEARING RADIUS LENGTH I REMARKS �� 11 I 0 Is ___4 - I pr (� - :4:�p 01 A = 3701-OT 267.00' 149.21' TYPE 'G' CURB & GUTTER I 0 / � tq C) �. a 6 5 _�_ � - - 1?01?bl 1_ ;0- . I 1;0 I � I — — — , � 16 __� / . (27 - 155- 10 E .--.-- ... - - __ - _- 7 * J , .. - W_� - I __ 0 01 I / *. ..+ �_ _� I U9 . . . �_-__- - __� ,_-It � I .1�........ . . . �, 7 __� � � / / 04 A = 3F57'39' 32COO' 203.35' TYPE 'G' CURB & GUTTER I — - ! _� __� . �,,11,1 / I I/ # (5) A = 8T53'51 40.00' 62.76' TYPE 'G' CURB & GUTTER � ,� 'v -1 I �_��_ - - 1 - % / , // 0 ._�% I / 10 _� - -_ _*�, ____k_ - , , � b r "�_ " / �� 1. . (�> S 3728'2-r W - 23.58 ... E G CURB & GUTTER CO) / if � �iqt__�: _� � .* (7) A = 48`25'3 ' 260.00, 219.75' TYPE 'G' CURB & GUTTER I I _�__ _w, __A_�,�, I A?if A/ �,,� 1 1 2 � I/ 1.>,� . . . . . 08 S 15-57"IT E — 101.63' TYPE 'G' CURB & GUTTER -r-- --I- -J-R*��:; —�I_ � � .V- Ir 2 CL ACCESS RD. � I " __ . % .p. Ar I I _ Ar '20'4T 187.99' �� 444 // . 6 1 1 111, _ �� % � LA �9 *+�\ . 09 A = 32 333.00' TYPE 'G' CURB & GUTTER 1� 01___� 12 ______� � x. ______� � --j ij-1 /, /I __+ , - ____� pq- �,'� , I co /'/' i I — % \ 0) � 0,00 / . � / - � A'. 100 & = 180`00'Od' 1 2.00, 6.28' MOD. TYPE 'B-I' MEDIAN CURB* %, (V - � % IE4 n- I \ , 171� / )c 1 1 A = 2727'51" 305.00' 1 1 ._.�� MOD. TYPE 'B-1' MEDIAN CURB* vty , r I " - NOTE: , //'/ �b /�11 I I , I % 0 7 9 . � r- 4 / � �/ _�// ��,�',� � OLE AND FIELD VERIFY f . . I . LA "I / , // )y -"', I SEE TAPER DETAIL SHT. NO. + I - - . LOA, W � 0 1 / HORIZONTAL AND VERTICAL LOCATION OF ALL �_ f � . \ ccoop OT 23 T * �---, 103 S 155710" E 1 98.42, IMOD, TYPE -B-l' MEDIAN CURB* : , I \ � t_� 0 % / .. / / � ,� /�z , I 1, "', ^ EXIST. UTILITIES IN ADVANCE OF CONSTRUCTION � TO I � , , . iL." 4 � / "�/ . ,�. I / I U% Ar Lo �Qo t_3 I I , ! I Lp 01 0 (14) A =18O`OO'OT 1 6.28' IMOD. TYPE 'B-1' MEDIAN CURB* - I AND NOTIFY ENGINEER OF WORK IN THE EVENT 'U" 1_4 LjA .Lp ip - x 'A 4 1 1 , � �� ___p - (� �/ // W .. I i�a 0 0 � . �, 727'51* 1 309.00' 1 148.12' ... (JA 'L, 101 I ," -,� / ILITY CROSSINGS TO ALLOW I 11�4 I I 0 , / 15 A = 2 IMOD. TYPE 'B-1' MEDIAN CURB* SUFFICIENT TIME FOR REDESIGN SO AS NOT TO 11 V? . I 1 04,5.5 13i zj � ;A LOT 22 \ / I I � NO. I . 7);18�� -0 1� `/ . et 16, � , / '. CAUSE DELAYS IN CONSTRUCTION, 0) I 11 % . . \� . * IN C-,r A ro . _o .: _� \ '-, — . . . cz� 0 1 1 �� .., � 4157 S lF57'100 E 98.42' MOD. TYPE 'B-1' MEDIAN CURB* I / :. . 110// I It �40. 1 LOT 24 1� / ".. � . --7— — I Iq 11 / - " I.: . . ^)z+ + " (18 A = 90,00,OT 20.00' 31.42' TYPE 'G' CURB & GUTIER_d :: I I LOT 20 1 S'ef S X -� �,,�.:..'P. a A = 8T27'52" 20.00' 31.23' TYPE 'G' CURB & GUTTER . , - / ./ ... I -1 - __ � /// / . . I I I I I I / / ..� - .� k � I *SEE DETAIL SHEET 2 .�,/ . li I 11 PLAN — AQQE!�S ROAD I // / "._�/ (n @:�/1997 O'Day Consultants, Inc. SCALE: 1* = 40' �_ = "AS-BUILT " V ESSI DESIGNED BY: J.D., H.R, DATE: APR. 1996 < . A / DRAWN BY: 1_5 1�� . 1____� -) < G.S.M..T.G. SCALE: 1" = 30' m � CARLTAS DEVELOPMENT - _1� Ci�/_ /��P/f -N (n 4) — PROJECT MGR,: T.C. JOB NO.: 93-1009 V) x ' G C 0 N 0 11 ' T A 00N T S 0 01 ZELMAN RETAIL PARTNERS P.E.1MU/ EXP. I 11ZV DA'TE UJI L) 00 0: NO. 1 7220 Avenida Encinos Civil Engineering r� C* REVISM: 01-30-96 — - , . * Dw. 1211/5'3319;700 Suite 204 Planning ENGINEER OF WORK: ?; r� 1661 HANOVER ROAD, SUITE 221 REMSED: 01-22-96 REVIEWED BY: IN CIVIL Carlsbad, California 92009 Processing . 619-931-7700 Surveying ,___/__� m � , CITY OF INDUSTRY, CALIFORNIA 91748 5600 AVENIDA ENCINAS - SUITE 100 - CARLSBAD, CALIFORNIA 92008 U.S.A. or Fox:619-931-8680 � /� r_^.d.// DATE: ) b w-) 49 (n TEL (818) 913-0030 FAX (818) 913-6169 64 (619) 431-5600 FAX (619) 431-9020 - TIMOTHY 0. CARROLL, JR. RCE 55381 .. . . _ INSPECTOR DATE * - -_ . . LLJO---% — DESIGN D G-SDMMWTN.G'y IT "RECKED BY m M 'E APPROVALS WAS ENGINEERING DEPARTMENT DRAWING NO. -,CG REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SME SPECL& DISMICT J.D., H.-R. E=� CITY 0------------ _ = A 'AS-BUILT' DESCRIPTION: TOP OF BRASS DISK IN WELL SUPERVISION OF RECOMMENDED GRADING PLANS FOR: in 6 — ENCINITAS RANCH mm LOCATION: STA. 64+24 EL CAMINO REAL HORIZONTAL I' I 30' DATE: 017. 1995 BY' — BY: Uj RECORD FROM: SAN DIEGO COUNTY VERTICAL GREEN VALLEY UNITS I & in LLJ LLJ = = CONTROL, PG. 105 VERT'ICAL AS SHOWN TIMOTHY 0. CARROLL, JR R.C.E. NO: 5WI DATE: — DATE: — C.D Q I I I I I Ell ELEVATION: 120.20 REGISTERED CIVIL ENGINEER NO PRECISE GRADING HEET 23AOF .'' X= I I I I __ __ DATUM: M.S1. - - - EXP: 12/31/00 . . WORK PROJECT . F___ - __ 2.4 LLA CL F.\JOBS\931009\95G23 9-16-97 8:39:52 am XREFS: ACESPRO, 95ALL, 9509GRD I 11 - I - � I d - �H`L- � _- _= ,_r=i i I H=� -__ - __ � , - - � - t: 4� __ _,::L4-` - __ __ - -1 - ___ __ I- -1 __ - __ � I _____�_ , -:_ -h _-, - .- - ___ -L-1 �_ - r - , -- �1_ "_ __ 1--_ I I __--- __ __ __ __ -___ -- -4 � =_ ----I----- _ - 4 , -, �4 ,� - t - - , - ____ t - [ -- � I- ---------=--_I-=---- ___ __ --------------_-- - - - - - , , - , ---,I.,-- -,-,---------,-- ____ ____1= __ ___ L�_� ,,-M ___ �T - _-_ - - __ �- = --------- ------:_-_--�- -- ------------,--- --- -------------------- -- - ____ __ --,------------- - :__ ___ ___ ___ ------- __ ----- -- ------- __ _ - _____ ___ __ ____ - __ _ _____1 - --- : � I ___ __ ---,.----,---- -.- - - - t== ---= _- � - - -- -- - - __ - � - - _____ ____ - - z(_j`I(V_p,_U__f__ ------- __ __ ___ _______,_________.__. ____ _________ - - __ I I - ____ -,- - - ----I- - ___.______ - __ - __j-�-_=-=--- __ _� - - :-_ . I I - -- , - __:_ -:-- = - __.� - - - ,--- _ ------ _________________,_____ , ___ . - - __ I :___=______ ______1__,____.__... -.---.--. __ - - , - 1, 1-i - rr 1Lt_j__=i�6_1__=_A_`U_ Lolt- A I - ___ =__ ___ -_----_------ __ - ___ __ ==_____ ___ ___ ____ _______ - ___ __ I_ ____ ___ - __ - ________._ �____________.____ - __________ =1 - - __ - - - _____ �J___I:_- - - - -- - __ - � - - E= ___ - __ = 11 - - �� 11 __ =,::�.= 1 __ __ __ __ __ __ __ _�_� I= �� _. --.-- __ �� - ___ --- - - __ --I- I I ____ ___ - ---- Lz� ___ __ __ __ __ _i� ____ ___ - — - ____ _: -J�- - :_ _.=_=_-_-, :--- ---=- --- - 11-1,1-1- - — — — =--------=--:=7:=---==--------------�:-===-----------------------------------� -- — -- ---- �_______f___��_ ___ 1-1- _ ___:7 - ___ ___ _____ ____ __ __ ____ - Tr� � __ ___ - - - ,------?--------"�,-,--"---"--,�------: - - __ - - I - , -- -- , I----- -- - �_ 11___� - __7777�= - - ____ _ - - - = ___ - _=___ - - - __ __ = __ __ ___ ___ = __ __ __ __ - - - __ _= : ---- ----- __ - - - __ ___ __ __ - - = - - - - - L---- - --_-_ -__ __ - � - __ _-, - -.- - - . ___,_ ____ - - - 7__ . T�_ __ $ , =� . - I . - - =� = - - - ------- - - I------ - ___ ___ __ -,- ___ --- - - __ � __ _1 -__-_ __= - , ,_ _ - ''-,- - - - __�__T_ - ___ ____ 1 _____ __ - ___ - 14mz ,4 4'0'-- -- _ __ __ __ - . - - - - - - ___ . __ - �:__= --: - = ___- �_ �__- - - _- - -- - - - - -Ir -1. = 4- --4------ ---- ---- --- ----- - - - _____ ___ - - - __ _____ ____ ____ ___ - - __ __ - - - ___ ___ - ____ __ - - ___ -� __�� __-� �� ___ ��_ __�_.�7_+ - _=_ _= _� --- - -- - - --------�--t----------------�----------------------.---�---- .�--��-,�=�=-��==-,�-�=-��-�l__-_ZL-��_-_�_-�=�-�=.=-�. ___:�-------------,--=---------------T- _=______ ___�_.�_=�_� .� �_ �� - = , �- - - _ -,-- -,- __ - - - - - - __ � - - - 7- _�_ - - _______ 1 __ - __ ----------- ___ -,-''- - - -,--,- ____�_ __ - - - I- ______________r_____________ --I - �_: ____ ______ __-i-_,--:-- - __ - __ __ ___ - - - __ ___ - ___: - - - ___ ___ 7_ - - _710ERT 1 = I V _-_-_:-= --:- - - - ----- __ - - - - 1 - --- _ -1- I _-_-: ____==_� -:_- - - : _____: � ___ - - __ - __ __ __ - ____ - _ __ - � __ __ - - - ------,-- , __ ____ - __ - _ --== - - - - -i __ __ __ _7 --=-- - - _= __ - - - - - 1_._.____________, _. ,- - __ , , - ___ - - __ - - - - ______ - --- I—- - ___ - _____=_ ------- ___ - . __ - __ - - _________ _.__:,_-_-_--.__-_-_-_--_--------- __ __ � _ _ , I I - - __ - __ - __ ___ - - :---- -- - ---- - = ---- ___ __________ - ------- ----- - -- - � - __ __ - - - - __ - , - __ __ _ - - - - --,-- - __ - ___ -_ ----- ---- ---- -,- - -- - - - - -- - --- +- -- ---,--- 1---. � ---- --- _i�- - -- __ __ ------I---- ___ I--.--- - __ - - - - I.- - � - -- ---- --- ___ ___ - _____ I ___ I - - - __ ____ - - __ t � , ___ _ __ __ __ __ ____ __ - - ______ __ �- - __ --- -- - - - __��. I-- - - -11. - __ ____ - - _____ -,-.--,--,-. -1 ---- I—- I ---- - - - =___._-T:'= -1-111--l. ___j � - ____ ___ - = ___ __ __ _ __ - _�__ __ ___ ___ __ --.-. - r - - - _== — — -1 _= = ::�. — — __ — __ __ -1 - - _== --- - _z = =Z = =��= _= __ --- - - --4--- - - =z � __ ___ _____ ___f__-__ ___ — — __ I - - �� == - .-E 1 - _:::Z= - ___ — - � = - �� _ = �_ =_: =L :-=-- =_ � � =� =_ =�__ _=� :L�_� _� ww�__ � �� - =__::::z__ _= __Z_� — — _� — — _____ _______________��=��_= - " __ — — — �- - _- __ __ - - __ - ___ __ - - - __ ___ - - - ___ _____________.________ ___________________ ----------- - __ - - - - -- - - -- - - __ ______ ,- �, - - - - --- - - - - -1 __ - - --- __ I -t - ___ - I- ____________ � _= _:�_===_==____=_= --- - __ __ __ - - __ _ - __ - - = -I--=- - - -"- ,___11 --- - - =,__ ____ = , - _=__:,___:==,__:T,_:_-, =_,-_==-- --� - -_-_ --r--------- ----- _- - - --- - __ H - - - 4- �`--zi-, �----_- 4- - _____ ------ __-_ ___ __ I __ ____ - - 1- - ___________ ___ - _r 11-1-11 -1-1 __ - � _____ _ ---:-_i - : ,__-_ � __ _� ___ == _� V_ ___ ___ - ___ ------- --,--------- ___ _____ _____� ---- -- ___ ______ --------- = -_-==-_,----- -- - - ------=------ - - ------ - - f -, - LA�--- - ___�_ 7_=___�_111 . __ __ -_-. ____,=______ _____ ----------,----------------------- ------------- _____�.__,________ __ - ------ . . - __ __ _____ __ - ___ - __ -- - - -- - ---,-I----- - I—- - ___ ____ - - _�__ , , -::, _-,_._ , --=- i---- ___ ____ ___ _____ ___ - - - I-- __ - - 7 =_ ��_� Z_� ----,--- - --- - - _�zz� �z - - - ______ — — — E�� __� LL - -I- _�_________ , .- — — — — — — — — — === — — — — — — — — — — — — ---- - __ ___ ___ __ X- -=:=--:-- ___ — , - -- ----+- = = =_, = __ - __ �_ �_ � �� - ,---- ��ZLZ �a�� , __ ", __ - __ - - ____ __ -------- ___ ___ -- ______ =T_- - -- --- - ---- _-�A=_ --= =-: _= -- - __ - , _f ---.-- -- I- -- --- -- - - -- ------------- ---------- __ - __ __ - - __ - ___ ___ - - -1 I -11 --- � --- = ---- ---- -- -- ------ ---- ---- ---- - , ._1z __ _-__ ___ , ____ _-__ =_ __ --- -- -- --- ---i - - ___ ___ - _____ __ _:_ - ____ - ___�__= ___ --- I - - - --- __ --- _____ --- - 77 � __ __ ,_ - --- = ----I-- --,-- -_ = = - r__ --- ____ --- ____ ___�____ ____ ____ ____ --- --- --- __ __ ____ __ = =-- ___ __ _____ .---- I - I - -1 --- __ __ ___ __ --- --- -- -----=---==,--".--,.---,-.I,=.:-�==-------- - - __ - I - -- ---- I = --,----+- --- �---!==�----.----�-----=::-----7�-�--:�E=�� - �H� .---,----:�--=i-�---:t-----=---- ----________.__.___. - ___,____.______ - ------- - - - 4 ==__:_�:_ - _= 7-=-- ___ ___ ____ ___ ___ ___ ___ ____ =_ --= =_ ___ ___ ____ ____ ___ ___ __ __ - = - = ___ __ ___ __ ___. _ ___ -.,--- - --- ---= = I - 5V ______ ___ I 11 I - - I 9 10 1 1 12 13 , 14 15 16 17 18 1 _mm!!�� SEE SHEET No. 6 CENTERLINE DATA 01 . I / . k /I � .., : / �:I- Ill I I : . 'j , NO. DELTA OR BEARING RADIUS LENGTH 80, �!�/,, I I I 10 _/ S 19*02'44" W 86.20' iiiiiiiiiii / I I 111� m 40' / 1, //, I I (L LOT 19 / / // ,/ 4ll� A = R59'55! 300.00, 183.25' SCALE: I' = 40' Zy w . _1_/ -1 I S IF57'16* E — 147.52' / I // : "' f-- �t , E 39 1 , . . I I 1111 c� I I . I /,/ :4 -w A= 00 . /�, / / 4 625'37" 300.00' 253.56' . � I - + . 7 / I //,/ , LA I 1111 .. 't / / (�) — 63.35' � A' / I . S 3728'27" W . , V 1, .. . . LOT 13 ,-A , . — r LOT 1 8 / /-./ / I . - 0A . � / � . r� A. I ".. .. I I K : to Lo Ar / /�11 , �41 . 0 W .I- /, / / 7 / /�!f I I 11 I / I q V%� .. Q. . _1i 4 / // // \� L'A � .1 . a . . . __� : ; � I / 1__� 0 ,, . r 9b �, / ,, :, - ,:, _� - - - T�% / I CQ t A , . - Q - / / - I er . \ - I m , & �_ , - __ ___� z:7 _� 1z �� - I I �, - - 3; L N / - _�:j /�,) t1) - _�� _-Ir- *_1 — w NO. DELTA OR BEARING RADIUS LENGTH I REMARKS �� 11 I 0 Is ___4 - I pr (� - :4:�p 01 A = 3701-OT 267.00' 149.21' TYPE 'G' CURB & GUTTER I 0 / � tq C) �. a 6 5 _�_ � - - 1?01?bl 1_ ;0- . I 1;0 I � I — — — , � 16 __� / . (27 - 155- 10 E .--.-- ... - - __ - _- 7 * J , .. - W_� - I __ 0 01 I / *. ..+ �_ _� I U9 . . . �_-__- - __� ,_-It � I .1�........ . . . �, 7 __� � � / / 04 A = 3F57'39' 32COO' 203.35' TYPE 'G' CURB & GUTTER I — - ! _� __� . �,,11,1 / I I/ # (5) A = 8T53'51 40.00' 62.76' TYPE 'G' CURB & GUTTER � ,� 'v -1 I �_��_ - - 1 - % / , // 0 ._�% I / 10 _� - -_ _*�, ____k_ - , , � b r "�_ " / �� 1. . (�> S 3728'2-r W - 23.58 ... E G CURB & GUTTER CO) / if � �iqt__�: _� � .* (7) A = 48`25'3 ' 260.00, 219.75' TYPE 'G' CURB & GUTTER I I _�__ _w, __A_�,�, I A?if A/ �,,� 1 1 2 � I/ 1.>,� . . . . . 08 S 15-57"IT E — 101.63' TYPE 'G' CURB & GUTTER -r-- --I- -J-R*��:; —�I_ � � .V- Ir 2 CL ACCESS RD. � I " __ . % .p. Ar I I _ Ar '20'4T 187.99' �� 444 // . 6 1 1 111, _ �� % � LA �9 *+�\ . 09 A = 32 333.00' TYPE 'G' CURB & GUTTER 1� 01___� 12 ______� � x. ______� � --j ij-1 /, /I __+ , - ____� pq- �,'� , I co /'/' i I — % \ 0) � 0,00 / . � / - � A'. 100 & = 180`00'Od' 1 2.00, 6.28' MOD. TYPE 'B-I' MEDIAN CURB* %, (V - � % IE4 n- I \ , 171� / )c 1 1 A = 2727'51" 305.00' 1 1 ._.�� MOD. TYPE 'B-1' MEDIAN CURB* vty , r I " - NOTE: , //'/ �b /�11 I I , I % 0 7 9 . � r- 4 / � �/ _�// ��,�',� � OLE AND FIELD VERIFY f . . I . LA "I / , // )y -"', I SEE TAPER DETAIL SHT. NO. + I - - . LOA, W � 0 1 / HORIZONTAL AND VERTICAL LOCATION OF ALL �_ f � . \ ccoop OT 23 T * �---, 103 S 155710" E 1 98.42, IMOD, TYPE -B-l' MEDIAN CURB* : , I \ � t_� 0 % / .. / / � ,� /�z , I 1, "', ^ EXIST. UTILITIES IN ADVANCE OF CONSTRUCTION � TO I � , , . iL." 4 � / "�/ . ,�. I / I U% Ar Lo �Qo t_3 I I , ! I Lp 01 0 (14) A =18O`OO'OT 1 6.28' IMOD. TYPE 'B-1' MEDIAN CURB* - I AND NOTIFY ENGINEER OF WORK IN THE EVENT 'U" 1_4 LjA .Lp ip - x 'A 4 1 1 , � �� ___p - (� �/ // W .. I i�a 0 0 � . �, 727'51* 1 309.00' 1 148.12' ... (JA 'L, 101 I ," -,� / ILITY CROSSINGS TO ALLOW I 11�4 I I 0 , / 15 A = 2 IMOD. TYPE 'B-1' MEDIAN CURB* SUFFICIENT TIME FOR REDESIGN SO AS NOT TO 11 V? . I 1 04,5.5 13i zj � ;A LOT 22 \ / I I � NO. I . 7);18�� -0 1� `/ . et 16, � , / '. CAUSE DELAYS IN CONSTRUCTION, 0) I 11 % . . \� . * IN C-,r A ro . _o .: _� \ '-, — . . . cz� 0 1 1 �� .., � 4157 S lF57'100 E 98.42' MOD. TYPE 'B-1' MEDIAN CURB* I / :. . 110// I It �40. 1 LOT 24 1� / ".. � . --7— — I Iq 11 / - " I.: . . ^)z+ + " (18 A = 90,00,OT 20.00' 31.42' TYPE 'G' CURB & GUTIER_d :: I I LOT 20 1 S'ef S X -� �,,�.:..'P. a A = 8T27'52" 20.00' 31.23' TYPE 'G' CURB & GUTTER . , - / ./ ... I -1 - __ � /// / . . I I I I I I / / ..� - .� k � I *SEE DETAIL SHEET 2 .�,/ . li I 11 PLAN — AQQE!�S ROAD I // / "._�/ (n @:�/1997 O'Day Consultants, Inc. SCALE: 1* = 40' �_ = "AS-BUILT " V ESSI DESIGNED BY: J.D., H.R, DATE: APR. 1996 < . A / DRAWN BY: 1_5 1�� . 1____� -) < G.S.M..T.G. SCALE: 1" = 30' m � CARLTAS DEVELOPMENT - _1� Ci�/_ /��P/f -N (n 4) — PROJECT MGR,: T.C. JOB NO.: 93-1009 V) x ' G C 0 N 0 11 ' T A 00N T S 0 01 ZELMAN RETAIL PARTNERS P.E.1MU/ EXP. I 11ZV DA'TE UJI L) 00 0: NO. 1 7220 Avenida Encinos Civil Engineering r� C* REVISM: 01-30-96 — - , . * Dw. 1211/5'3319;700 Suite 204 Planning ENGINEER OF WORK: ?; r� 1661 HANOVER ROAD, SUITE 221 REMSED: 01-22-96 REVIEWED BY: IN CIVIL Carlsbad, California 92009 Processing . 619-931-7700 Surveying ,___/__� m � , CITY OF INDUSTRY, CALIFORNIA 91748 5600 AVENIDA ENCINAS - SUITE 100 - CARLSBAD, CALIFORNIA 92008 U.S.A. or Fox:619-931-8680 � /� r_^.d.// DATE: ) b w-) 49 (n TEL (818) 913-0030 FAX (818) 913-6169 64 (619) 431-5600 FAX (619) 431-9020 - TIMOTHY 0. CARROLL, JR. RCE 55381 .. . . _ INSPECTOR DATE * - -_ . . LLJO---% — DESIGN D G-SDMMWTN.G'y IT "RECKED BY m M 'E APPROVALS WAS ENGINEERING DEPARTMENT DRAWING NO. -,CG REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SME SPECL& DISMICT J.D., H.-R. E=� CITY 0------------ _ = A 'AS-BUILT' DESCRIPTION: TOP OF BRASS DISK IN WELL SUPERVISION OF RECOMMENDED GRADING PLANS FOR: in 6 — ENCINITAS RANCH mm LOCATION: STA. 64+24 EL CAMINO REAL HORIZONTAL I' I 30' DATE: 017. 1995 BY' — BY: Uj RECORD FROM: SAN DIEGO COUNTY VERTICAL GREEN VALLEY UNITS I & in LLJ LLJ = = CONTROL, PG. 105 VERT'ICAL AS SHOWN TIMOTHY 0. CARROLL, JR R.C.E. NO: 5WI DATE: — DATE: — C.D Q I I I I I Ell ELEVATION: 120.20 REGISTERED CIVIL ENGINEER NO PRECISE GRADING HEET 23AOF .'' X= I I I I __ __ DATUM: M.S1. - - - EXP: 12/31/00 . . WORK PROJECT . F___ - __ 2.4 LLA CL F.\JOBS\931009\95G23 9-16-97 8:39:52 am XREFS: ACESPRO, 95ALL, 9509GRD e r r I r 0 CI � M cn icn c� i �Z I Lai :a •o ;x is Date: 09/20/95 Time: 07:32 PC #9 FILE =F: \JOBS \931009 \95G24.DWG I ; a i a _ { __ __ _ + r } fi f_ } { _ �o I: -� r t J t 1� 98j CD 2 ...: _. �. = - µ { C' _._ Tom. {° + r�4 CI - - -- • �` " - _} —:-_ _�. � f - - - f - -_ -- �,.__.�_,__. _ _ »�. .........,._ __. __...__. r.._w __._ ...w�__�. ...._ 4-- . - - . - - _.. - - -- -- - - § #: .4= i -� �� r l 1 }- 1- wn H b o a _ _ J_ F v_ .. - _. � -a -_ 1- fi i - -- OD_ 1' ... 1n1 . t0 wi _' _ t- u � - - b - R IL) j MT _� y j4 1... i _. y_— p— 1 a _._ t ±i" i o+ - - y - - - ov F_ xv _. ___ .. ___ __ _ __ _ °. _ r _.— _ T Fri IGWi Xm � � \ j E � �' �` . ,✓ "� 3 �' " C � � \LOT 15 LOT 17 k 7 <\ }\ 1 O Ot \ - \ f LOT 18 SE'E` CD \ \ \ Q 0. 1 \ R LOT 16 Pb \ ` \ RNA-. , L 1- _ _ *- 1 1 r = _ - - - < -- A= i CENTERLINE DATA NO. DELTA OR BEARING RADIUS LENGTH 1 S 5731'33" E NO. 238.40' 2 1 A = 40'22'24" 330.00' 232.53' 3 S 1709'09" E 114.81' I t LOT 37 *SEE DETAIL SHEET 2 23 +19,63 CL ACCESS RD. 88 i �\ .. • ° 1 / tx / 5 +05.46 CL WOODLEY RD. 10 +01.15 CL WOODLEY RD. EXT. LOT 25 1 LOT 35 ti� �� R . 1 I w 0. 80, AS —BUILT 'grop Ir �r......� i g SCALE: 1" - 40' SEE SHEET 7 P,E..e EXP, I I OD DATE 0. / y r ^I REVIEWED BY: ©1997 O'Day Consultants, Inc. PLAN - ACCESS ROAD INSPECTOR DATE SCALE: 1* = 40' ROFESS! DESIGNED BY: J.D., H.R. DATE APR, 1996 CC ��Q l! F� DRAWN BY: G.S.M..T.G. SCALE t" = 30' N C A R L T A S DEVELOPMENT .. Z PROJECT MGR,: TIC. JOB NO.. 93 -1009 z ZELMAN RETAIL PARTNERS ® COMPANY m C O N S U L T A T s REVISED: 01 -30 -96 * x'145/38/00 * 7220 Avenida to 20s Civil Engineering ENGINEER OF WORK: +.. -, - .,. - Suite 204 Planning 1661 HANOVER ROAD, SUITE 221 REVISED: 01 -22 -96 � crvt� �.P Carlsbad, California 92009 Processing �!1 CITY OF INDUSTRY, CALIFORNIA 91748 5600 AVENIDA ENCINAS • SUITE 100 CARLSBAD, CALIFORNIA 92008 U.S.A. of. CAUL 619 - 931 -7700 surveying M TEL (818) 913 -0030 FAX (818) 913 -6169 Fox:619- 931 -8680 fl" *-� DATE:g /4��) O (619) 431 -5600 FAX (619) 431 -9020 TIMOTHY 0. CARROLL, JR. RCE 56381 W REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT °pE�D "�" APPROVALS N A ENGINEERING DEPARTMENT DRAWING N0. Z a 1 'AS- BUILT' DESCRIPTION: TOP OF BRASS DISK IN WELL " _ PLANS PREPARED UNDER SUPERVISION RECOMMENDED APPROVED GRADING PUNS FOR: E N C I N ITAS RANCH Y)Z MONUMENT. TM 94 -065 v'c LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL 1 30 DATE: BY' BY: W RECORD FROM: SAN DIEGO COUNTY VERTICAL TIMOTHY 0. cu:Ral JR. R.C.E. N0: 55381 GREEN VALLEY UNITS I &III 4334— G- Z z ELEVATION: 120.20 NTROL, PG. 1 DATUM: M.S.L. VERTICAL AS REGISTERED CIVIL ENGINEER ExP. 12�31�00 DATE: DATE: PRECISE GRADING SHEET OF Z = WORK PROJECT N0. 24A 24 W a F: \J08S \931009 \95G24 9 -16 -97 8:44:09 am XREFS: 9509GRD, 95 -ALL, ACESPRO CURB DATA NO. DELTA OR BEARING RADIUS LENGTH REMARKS 1 S 5731'33" E 103.22' TYPE 'G' CURB & GUTTER 2 0 = 34'42'25" 354,00' 214,44' TYPE 'G' CURB & GUTTER 3 S 1709'09" E 39.81' TYPE 'G' CURB & GUTTER 4 S 5731'33" E 146,65' TYPE 'G' CURB & GUTTER 5 A = 90'00'00" 306.00' 190,24' TYPE 'G' CURB & GUTTER 6 S 1709'09" E 44.81' TYPE 'G' CURB & GUTTER 7 0 = 90'00'00" 40.00' 62,83' MOD. TYPE 'B -1' MEDIAN CURB* LOT 37 *SEE DETAIL SHEET 2 23 +19,63 CL ACCESS RD. 88 i �\ .. • ° 1 / tx / 5 +05.46 CL WOODLEY RD. 10 +01.15 CL WOODLEY RD. EXT. LOT 25 1 LOT 35 ti� �� R . 1 I w 0. 80, AS —BUILT 'grop Ir �r......� i g SCALE: 1" - 40' SEE SHEET 7 P,E..e EXP, I I OD DATE 0. / y r ^I REVIEWED BY: ©1997 O'Day Consultants, Inc. PLAN - ACCESS ROAD INSPECTOR DATE SCALE: 1* = 40' ROFESS! DESIGNED BY: J.D., H.R. DATE APR, 1996 CC ��Q l! F� DRAWN BY: G.S.M..T.G. SCALE t" = 30' N C A R L T A S DEVELOPMENT .. Z PROJECT MGR,: TIC. JOB NO.. 93 -1009 z ZELMAN RETAIL PARTNERS ® COMPANY m C O N S U L T A T s REVISED: 01 -30 -96 * x'145/38/00 * 7220 Avenida to 20s Civil Engineering ENGINEER OF WORK: +.. -, - .,. - Suite 204 Planning 1661 HANOVER ROAD, SUITE 221 REVISED: 01 -22 -96 � crvt� �.P Carlsbad, California 92009 Processing �!1 CITY OF INDUSTRY, CALIFORNIA 91748 5600 AVENIDA ENCINAS • SUITE 100 CARLSBAD, CALIFORNIA 92008 U.S.A. of. CAUL 619 - 931 -7700 surveying M TEL (818) 913 -0030 FAX (818) 913 -6169 Fox:619- 931 -8680 fl" *-� DATE:g /4��) O (619) 431 -5600 FAX (619) 431 -9020 TIMOTHY 0. CARROLL, JR. RCE 56381 W REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT °pE�D "�" APPROVALS N A ENGINEERING DEPARTMENT DRAWING N0. Z a 1 'AS- BUILT' DESCRIPTION: TOP OF BRASS DISK IN WELL " _ PLANS PREPARED UNDER SUPERVISION RECOMMENDED APPROVED GRADING PUNS FOR: E N C I N ITAS RANCH Y)Z MONUMENT. TM 94 -065 v'c LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL 1 30 DATE: BY' BY: W RECORD FROM: SAN DIEGO COUNTY VERTICAL TIMOTHY 0. cu:Ral JR. R.C.E. N0: 55381 GREEN VALLEY UNITS I &III 4334— G- Z z ELEVATION: 120.20 NTROL, PG. 1 DATUM: M.S.L. VERTICAL AS REGISTERED CIVIL ENGINEER ExP. 12�31�00 DATE: DATE: PRECISE GRADING SHEET OF Z = WORK PROJECT N0. 24A 24 W a F: \J08S \931009 \95G24 9 -16 -97 8:44:09 am XREFS: 9509GRD, 95 -ALL, ACESPRO TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED. A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL PERMANENT SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: o. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS /HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 1007. COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS,TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: o. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE C. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 112 Ib. PER ACRE OF DIMORPHOLECA 9. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM o OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 =0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 0. TRACK WALKING SLOPES STEEPER THAN 6:1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS o OR b ABOVE 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. PERMANENT 2:1 SLOPES AND CHANNEL FLOODWAY SHALL BE PROTECTED IN PLACE BY: 1. PERMANENT SLOPES SHALL BE PROTECTED BY THE INSTALLATION OF NORTH AMERICAN GREEN EROSION CONTROL BLANKET SC150 WITH A "C" STAPLE PATTERN OF 1.75 STAPLES PER SQUARE YARD. 2. CHANNEL FLOODWAY SHALL BE PROTECTED WITH THE INSTALLATION OF NORTH AMERICAN GREEN EROSION CONTROL BLANKET C350 WITH A "D" STAPLE PATTERN OF 3.5 STAPLES PER SQUARE YARD. 3. THE INSTALLATION OF THE EROSION CONTROL BLANKETS SHALL FOLLOW THE RECOMMENDATIONS OF NORTH AMERICAN GREEN OR THEIR CALIFORNIA DISTRIBUTOR PACIFIC SOIL STABILIZATION. NORTH AMERICAN GREEN PACIFIC SOIL STABILIZATION 14649 HIGHWAY 41 NORTH 1279 W. STOWELL RD. UNIT A EVANSVILLE, INDIANA 47711 SANTA MARIA, CA 93454 1- 800 - 772 -2040 1- 800 - 473 -1965 F. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. I EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHRIS CAULKINS AT (619) 431 -5600 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 314 INCH MINIMUM AGGREGRATE. 11. IF NOT COVERED BY AN APPROVED LANDSCAPE AND IRRIGATION PLAN, ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY GRADING SHALL BE HYDROSEEDED WITH CITY APPROVED HYDROSEED MIXTURE (ENCINITAS TEMPORARY #43 OR ALTERNATE - SUBJECT TO CITY APPROVAL). HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. 12. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. FILL SLO GAMTI Al Mln^f (0.6 M) UNLINED, GRADED SWALE & BERM N • F_ L.LI IJJ S V) LLJ LAJ N GRAVEL BAGS OVERLAP ONTO CURB �, s RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS L ,, FLOW , y 1�44 y vi (Y 11 ��y �imlll,;,lll,;,lll,�,III,� III ti ^'� J�i�� mu. III= 1_IITI11- 1_I1 -L „ITI ITi ITi iTi „l „T 4 VERTICAL FACE EMBEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE - WIRE OR NYLON FLOW -� " _ ' _ =;;' s .�' �'��„�+': " >.± BOUND BALES s - PLACED ON THE CONTOUR 2 RE- BARS,STEEL PICKETS,OR STAKES 1 112' TO - _ 2' IN GROUND ANCHORING DETAIL DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE GRAVEL BAGS GRAVEL UNLINED, GRADED SWALE & BERM D -75 LINED SWALE SILT FENCE HYDROSEED 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 1 -0 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. •": ;.. tom.. 2. STAPLE WIRE FENCING TO THE POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. ' 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. F SILT FENCE - COL51 3 ESS M, `Fj ' DESIGNED BY: J.D., H.R. DATE: SEPT. 1995 �w DRAWN BY: G.S.M.J.G. SCALE: AS SHOWN CARLTAS DEVELOPMENT x.9//30/ PROJECT MGR.: J.LM. JOB NO.: 93-1009 ZELMAN RETAIL PARTNERS ® COMPANY NO. 51 C 0 N S U L T A T s _ 7220 Avenida Encin Civil Engineering Cry11 as 9 9 ENGINEER OF WORK: �' Suite 204 Planning 1661 HANOVER ROAD, SUITE 221 �OF CNUE Carlsbad, California 92009 Processing CITY OF INDUSTRY, CALIFORNIA 91748 5600 AVENIDA ENCINAS • SUITE 100 • CARLSBAD, CALIFORNIA 92008 U.S.A. 619- 931 -7700 Surveying TEL (818) 913 -0030 FAX (818) 913 -6169 ' (619) 431 -5600 FAX (619) 431 -9020 Fax:619- 931 -8680 : JEFFREY L MITCHELL RCE 35134 REVISIONS APPROVED DATE REFERENCES DATE BENC MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECO ' ND L, APP ED EROSION CONTROL MONUMENT. OU IM ELI. , A� PUNS FOR: ENCINITAS RANCH TM 94 -066 LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL � %M DATE: Ems: GREEN VALLEY UNITS I &III 4334- � RECORD FROM: SAN DIEGO COUNTY VERTICAL R.C.E. N0: 3s134 DATE: _ /¢- 3/- 9 S p,,JE: (A -3 I -Q S PRECISE GRADING CONTROL, PG. 105 VERTICAL AS SHOWN ELEVATION: 120.20 DATUM: M.S.L. REGIS1El�0` EXP: 9/30/95 WORK PROJECT N0. SHEET 260F 28 Date: 10/18/95 Time: 13:33 BY: PC /7 FILE =F: \J0BS \931009 \95G26.DWG. 0 Z owl W V) 60 OMI 3 0.11 3 00081 3 OOWt 3 0 26 L Mi c�3 ' DESIGNED BY: J.D., H.R. DATE: SEPT. 1995 DRAWN BY: GS.M.J.G, SCALE: 1" = 100' ZELMAN RETAIL PARTNERS ® CARLTAS DEVELOPMENTQo // PROJECT MGR.: J.LM. JOB NO.: 93 -1009 COMPANY �� NNO.935 344 C O N S U L T A T S luly 7220 Avenida Encinas Civil Engineering C1V1� Suite 204 Planning 9 ENGINEER OF WORK: 1661 HANOVER ROAD, SUITE 221 SCALE: 1• : 100'�aF CAVE' Carlsbad, California 92009 Processing CITY OF INDUSTRY, CALIFORNIA 91748 619- 931 -7700 Surveying 5600 AVENIDA ENCINAS SUITE 100 CARLSBAD, CALIFORNIA 92008 U.S.A. TEL (818) 913 -0030 FAX (818) 913 -6169 Fox:619 -931 -8680 DATE: (619) 431 -5600 FAX (619) 431 -9020 JEFFREY L. MITCHELL RCE 35134 MIMI REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOM ND D APP VE EROSION CONTROL TM 94 -066 MONUMENT. _ �Z PLANS FOR: E N C I N I TA S RANCH LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL 10 100 DATE: BAY: GREEN VALLEY KNITS I & III 4334— G RECORD FROM: SAN DIEGO 105 VERTICAL VERTICAL AS S JET L M� R.C.E. N0: x,34 DATE; /Q —Z / —y S DATE: 10— 31-4 ems_ PRECISE GRADING ELEVATION: 120.20 DATUM: M.S.L. REGISTERED CML ENgIEER EXP: 9/30/95 WORK PROJECT N0. ISHEET 27 OF ZS Date: 10/18/95 Time: 07:54 P� 117 FILE =F: \J08S \931009 \95G27.DWG N 1� N Z 83 o� O � W J .O„% ch Z v N W W W Z Z 5 I N Z F_ L LJ W N W W V) DESIGNED BY: J.D., H.R. DATE: SEPT. 1995 �i Q ►- Mi y DRAWN BY: G.S.M..T.G. SCALE: 1' = 100' ZELMAN .RETAIL PARTNERS ® CARLTA3 DEVELOPMENT PROJECT MGR.: J.L.M. JOB NO.: 93 -1009 COMPANY N�o: °fig C O N S U L T A T s 7220 Avenida Encinos Civil En ineerin C1V11 Suite 204 Planning 9 ENGINEER OF WORK: 1661 HANOVER ROAD, SUITE 221 SCALE: 1• : 100' CALF Carlsbad, California 92009 Processing CITY OF INDUSTRY, CALIFORNIA 91748 5600 AVENIDA ENCINAS SUITE 100 • CARLSBAD, CALIFORNIA 92008 U.S.A. 619-931-7700 Surveying DATE: TEL (818) 913 -0030 FAX (818) 913 -6169 Fax:619- 931 0 (619) 431 -5600 FAX (619) 431 -9020 JEFFREY L MITCHELL RCE 35134 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER- SUPERVISION OF REC MMEN ED AP VED MONUMENT. / EROSION P NNS FOR. TM 94 -066 LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL 1' - 100' DATE: OCT, 19955 BY: , e / BY: E N C I N i TA S RANCH N C H RECORD FROM: SAN DIEGO COUNTY VERTICAL - GREEN VALLEY UNITS I & M 4334- G R.C.E. No: s134 DATE: Jf �3� -k' PRECISE GRADING CONTROL, PG. 105 �, 1►s sNDwN DATE: Li9�°3/ -9� SHEET OF ELEVATION: 120.20 DATUM: M.S.L. WORK PROJECT N0. 2S 28 Di(,WiER p(P: 9/30/95 Date: 10/09/95 Time: 07:54 PC /7 FILE =F: \J08S \931009 \95G28.DWG d �d EE SHEET 4 ) ' , N OF AD i ♦ s x 1 IS. I 1 \% B C �5� PAD i7 3.fi '• ` 14 t ' ( R eo \ 4 175 1 o' `\ P° \\ r ♦ tP A 71.44 I - - - - -- ; b� 1 I \\ 5� o \\ ,♦ s4 rc \\ �\. C.O.. I 1 �- 1 \ ♦' ° `\ r' / �� 1 IE 171.42 1 ` \ �� \vi ♦ Fox \ r 175 I 1 C.O. _J a \ A 6S'J LIP 61 F L7 tW 175.7 1 AD '173. i \ >S rr ♦3 ,c �2 , cr'/ Ogo � C Hp 9 `� :. FO 1j3 5 I I C T s�S 7a> , @W 173.0 1 I ,a NS If 0 ' 'rS J 1> 9 8 N `\ SDI x 0 v e! 0. n 3 c, O \ • \�100•y� 1 � 17 0.5 173' 6 f 0.1 \\ y 1,1� ° O > S,g Hp 0.4 A N NP 1E'167,g4 S 4 v `\ ,11��Q ZQ C' S /75 r, o M ^M tiv lE�60 C,p� -6 `sp. \\ 1163 E\• N 11 17S • 176 j75 7 0.0 V 0.5 Tly !172 Lo \\ \1 (D1 `v ♦ G ♦ 70 _ 6g .. 11 S 1 d S yO �� ^ rM GF 173 9 � I ' @W:16g 9 N \ \ \ 11 JQ /// ♦� >p r d X76 S66 TC k,� . ` ��' ^+i�v ^v. Hp n I (1 fi 9.84 ) \\ //x Qv ♦ ' �i Ac 0.5 �/ HP /, \ 6 N 173. °x 1`O0 / ♦ \ D t«�� ` ;`^� /; 176.1 �� gyp, qG/ 1 HP 1 16 ; \ .00' \ p. 1 1? �'� \p 91 0.5 8.19 r /// /' / �S \ \ D ti0 F`• � C,t, 1778 �O � � ` � J �♦ // , >ox x�o \\ o ?y �\ ✓� s 5 r o. �� sa 12� p ^ p,� I Tw .40 // S O °O .t� \ k�0<<, I�I6 T 6e •• Ol'87 17 ^� 77 FF 174.3 �4 Ito 172.7 Ha ° CF 5'0 co „^� 1 @W 169.7 ' 3 O y 0.5 ly � \ O \\ QO O \ - .. 1 jS 1 -Np \• \ 0.5 174.1 ' V \ � °� � -' - -- T ___ ��lap -•- - � Sl'•. A . � •\� pj,, 1 g8 0.5 ^ � 170.0 1 70. 17.,0 H: 0 3 Tw � \ ! � ` .._. --- -- ''•.... \ ^ • !' ; W 189 5 \ 1 \ CY .... - �.. O • F 0 Q SO �C o. 0 tG 1 FC I 1 .O \C �. @N ..5 169 170.4 \ 17 FC �6g 9 P / �W 169' ^' \ \ �',�� • \ \ =;. 16�\\ 044,. .. ,�. ' �\ ... � �'r,7 •� ._ j� / , � 7 0.05 \� 0' \ r= Y `. •'IE 169.84 � LL-�`II'0 �� \\ 1 \ � \ � p� � C.O.. `• � � � \ �Q 20 01' 20 40 60 /�AfE h �o� ,�0 c •n "Q ' iHP'� 1 2_TG'. �� \ ylay SCALE: 1" = 20` CIE '!� \ LOT 42 C. F MAP 13333 REMEDIAL GRADING AREA N Be REMbVED, RECOMPACTED, REPLACED PER SOILS ENUIINEERS RECOMMENDATION. O APN 257-040-43- zoo - -Rao \ ' . FUTURE FINISU GRADE \ C. 180- GROU NO� �P'o - 115.13 - ___•�- PA 114.8 -180 \ � � Q• ` 0� 160 - - l(OD 140- �\ -140 120 h l20 - SOTIO M ELEV. 03.0 \ �q .. I� _ -100 \. I/ / n \_ j SECTION A -A I \. SCALE'- I' =4o' (V49) QgpFESSjo STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGRE:;S TH,II THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY RONALD ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE �i HOLIAWAY \ Z \ �a WORK PERFORMED HEREIN SHALL HE IN ACCORDANCE YOH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINTTAS. N0. 29271 \ \,, \ b)k& �nc. THE ENGNEER AGREES THAT ANY PLAN I.HECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC �EXP. 3 -31 -99 A•P•N• \z57 -�� 2 \ \ ENTITY FOR THE PLANS PREPARED LY THY ',NGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL 7[ \ kTld pl4nf11t19, CMI 911QIn69rlf1g, SUNBy{f1g SUFFICIENCY OR ADEQUACY OF THE PUNS OR DESIGN AND THERFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIITY FOR s7 CIVIL �� \, \ THE PLANS OR DESIGN OF IMPROVE BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY 'r�' OF CAL�F�4 5115 AVENIOA ENCINAS OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM \� SUITE "L" NEGLIGENT ACTS ERRORS OR EMMIS;iI°JNS OF THE ENGINEER, TTS AGENTS OR ITS EMPLOYEES, ACTING 1/1THIN THE COURSE AND \ CARLSBAD, CA. 92008 -4387 THEN \ (619) 931 -8700 SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. \ \ DjuvN C"cum RY REVISIONS APPROVEDT DtMGNn W DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. I DZSCRIITIoN: TOP OF BRASS Dlsc IN ML 'PLANS PREPARED UNDER THE SUPERVISION OF RECD MEN ED APP 7ED GRADING PLAN FOR: (REMEDIAL GRADING ONLY) TM 96-007 AM ILTRU P___ _ g lye oriV1°''� _ ' _ _ CAMBRIA HoRIZONAt ZO DATE: 12- l2 - i� BY: BY: _ LOCATION: STA. JA+Al C.L S.C. ZL CAXNO REAL -- r� 1�T�r TAT r� c� RANCH �T YT 4 3 RECORDED FROM:S.D. CO. VERT. CONTROL M.lez / NALD L. pY R.C.E. NO. 29271 DATE: �'(2"7� DATE: � - Al ENCINITAS RA NC11 3 - - - ELEVATION: 129.61 DATUM: Y S.t_ VERTICAL R u0LL0 - , --- -- - - -- EXP. 3- 3L -99, FORK PROJECT N0. SHE ET. 29 OF' 29 :. C: \ S D S KP R O J\ 0 6 8 5\ D 1V G\ GP\ GP - 5. D 1P G wo 440- 0685 -600, DATE: 10--:25-96.::