2004-1600 G (Plans) PRECISE GRADING & IMPROVEMENT PLANS FOR C]rY O CAR �AD
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AVE � SITE
GENERAL IMPROVEMENT NOTES PLAZA AT ENCINITAS ALL WORK SHALL BE DON TRUCTI O , (LATE WITH THE STANDARD SPECIFICATIONS RANCH
PHASE
FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION)THE SAN DIEGO STANDARD GENERAL NOTES CONTINUED: b �\ `y LEMMA
SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), 24. THE GEOTECHNICAL REPORTS CALLED OUT ON IMPROVEMENT PLAN 4334-G AND
6 GRADING NOTES ASSESSOR'S PARCEL NUMBERS LIST OF ABBREVIATIONS �� m 4
THE SAN DIEGO REGIONAL STANDARD DRAWINGS(LATEST EDITION)AND THE GRADING PLANS 4367-1 APPLY TO THESE PLANS.A REGISTERED SOILS LE
IA
FOLLOWING SPECIAL PROVISIONS: ENGINEER OR GEOLOGIST WILL SUPERVISEALL GRADING ACTIVITYAND ADVISE RLV
ON COMPACTION AND ADVISE ON COMPACTION AND STABILITY OF THE SITE. 1. ALL GRADING SHALL BE OBSERVED AND TESTED BYA QUALIFIED SOILS 257-500 02-0Q
257-500-03-00,257-500-05-00 A.C. ASPHALT CONCRETE L.F. LINEAR FEET a
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1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES
INEER OR UNDER HIS/HER DIRECTION HE/SHE SHALL OBSERVE AND TEST 257-500-06-0Q 257-500-07-00,257-500-29-OQ 257-500-30-DO ANG. ANGLE
L.P. LOW POINT DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT-OF-WA Y. 25. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. THE EXCAVATION
PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND B.V.C. BEGIN VERTICAL CURVE L.W.D. LEUCADIA WASTEWATER DISTRICT
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CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR COMPACTION OF TRENCHES. HE/SHESHALLSUBMITSOILSREPORTSAS BOT BOTTOM
M.H. MANHOLE E"s
-R",M
N u KIP DR
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS RESPONSIBILITY OFANYKIND FOR THE DESIGN OR CONSTRUCTION OF THESE REQUIRED AND WILL DETERMINE
THE SUITABILITY OFANY FILL MATERIAL. UPON 8.W BOTTOM OF WALL MIN MINIMUM o.NCAL
GARDERS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO PRIVATE IMPROVEMENTS.
(IFAPPLICABLE COMPLETION OF GRADING OPERATIONS HE/SHE SHALL STATE THAT CONST CONSTRUCT MAX MAXIMUM -�a ell, ��° T9 3 It Hff a
4
CONSTRUCTION. OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER HIS/HER C.O. CLEAN OUT N.T.S. NOT TO SCALE a
a 2
26. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR SUPERVISION AND THAT IN HIS/HER OPINION,ALL EMBANKMENTS AND C.L.
CENTERLINE NO. NUMBER d 4
BASIS OF BEARINGS: � em �
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.ALL EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE
WITH THE APPROVED C.F. CURB FACE O.M.W.D. OLIVENHAIN MUNICIPAL WATER DISTRICT �4roPO 83
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA °� ra
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT CHANGES TO THESE PLANS MUST BE!N WRITING AND MUST REAPPROVED BY GRADING PLANS AND THAT ALL EMBANKMENTS
AND EXCAVATIONS ARE C&G CURB AND GUTTER P.I. POINT OF INTERSECTION \ saa DRIVE
COORDINATE SYSTEM NAD 83,ZONE 6, GRID BEARING BETWEEN
BOUNDARY. THE PREPARER OF THESE PLANS. ACCEPTABLE FOR THEIR INTENDED USE. DIA. DIAMETER PTN PORTION WmPA"
STATIONS'R1800 48+61 EC"AND'R1800 58+75 BC"ALONG THE
DWG. DRAWING SCH. SCHEDULE o PAW
27. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLEAND COMPLETE CENTERLINE OF EL CAMINO REAL AS SAID STATIONS ARE o t
9
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE 2 THE CONTRACTOR SHALL PROPERLY GRADEALL EXCAVATED SURFACES TO D.E.
DEAD END S.D.R.S.D. SAN DIEGO REGIONAL STANDARD DRAWINGS c�
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PUBLISHED IN THE CITY OF ENCINITAS HORIZONTAL CONTROL M.
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER.HE/SHE ORR DROP S.D.
STORM DRAIN
CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY PERSONS AND BOOK,i.e.N0. 0 25'38"E. SAID BEARING AND THE BEARINGS
BERM, CURB, CROSS GUTTER AND PAVING. PROPERTY'THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLYAND NOT SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
DWN DOWNSTREAM S= SLOPE EQUALS aPo
SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA STATE PLANE \ a `
PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE EL. ELEVATION SMT SUMMIT P4K R=orr
BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL COORDINATE SYSTEM NAD 83,ZONE 6(PIPS 0406)
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS EXIST. EXISTING
STD. STANDARD N
SHOWN ON THESE PLANS WERE OBTAINED BYA SEARCH OF THE DEFEND, INDEMNIFYAND HOLD THE OWNERAND THE ENGINEER HARMLESS UNTIL SUCH TIMEAS PERMANENT DRAINAGE AND EROSION CONTROL THE
COMBINED SCALE FACTOR AT STA TION"R1800 58+75 BC IS E.V.C. END OF VERTICAL CURVE T C. TOP OF CURB 1 ,
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THEREARE NO FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE MEASURES HAVE BEEN INSTALLED. 0.99996478(
GRID DISTANCE=GROUND DISTANCEX COMBINED ESMT. EASEMENT T.G. TOP OF GRATE
OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY ARISING SCALE FACTOR).
F.L. FLOW LINE T.W. TOP OF WALL J
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HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY FROM THE SOLE NEGLECT OF THE OWNER OR THE ENGINEER. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO
BE FILLED AND FILL F.S. FINISH SURFACE T.F. TOP OF FOOTING r
MEASURES TO PROTECT ANY EXISTING FACILITIES SHOWN HEREON AND SHALL BE PLACED INACCORDANCE WITH STANDARD SPECIFICATIONS.ALL G.V. GATE
VALVE TYR TYPICAL "' 1✓
ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 28. ALL WORK SHALL BE DONE IN WORKS ACCORDANCE C S WITH THESE PLANS, THE STANDARD VEGETABLE
MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED H.P. HIGH POINT T= THICKNESS EQUALS VICINITY MAP
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION �
6. LOCATIONAND ELEVATION OF IMPROVEMENTS TO BE MET BYWORK TO BE STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL BY THE CONTRACTOR FROM THE SURFACE
UPON WHICH THE FILL IS TO BE N P D ES STATEMENT/SPECIAL NOTE: INV. INVERT UPS UPSTREAM NO SCALE
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE IN. INCHES VERT. VERTICAL
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO STANDARD DRAWINGS.ANY CHANGES OR REVISIONS THEREFROM SHALL BE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
SCARIFIED TO A NPDES PERMIT NO 937S314689 I.D. IDENTIFICATION V.C. VERTICAL CURVE
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY APPROVED BY THE CITYENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. DEPTH OF 6"AND THEN COMPACTED
TO A MINIMUM OF 90 PERCENT.IT SHEET INDEX
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 29. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION, ENCINITAS RANCH- SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO PLACE,SPREAD, WATER DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER
IF REVISIONS IENTLY RE NE OF CONSTRUCTION TO PERMIT REVISIONS F PLANS PLAZA 2 ENCINITAS RANCH, TM 94-066,ENCINITAS, CALIFORNIA PREPARED BY AND COMPACT THE FILL
IN STRICT ACCORDANCE WITH SPECIFICATIONS. RESOURCES CONTROL BOARD(SWRCB)ORDER N0.99-08-DWG(NP.D.ES. GENERAL PERMIT NO. SHEET
E ISTIN ARE NECESSARY BECAUSE OFACTUAL LOCATION OF GEOTECHNICS INCORPORATED DATED MARCH 31,2000 SHALL BE CONSIDERED ASA CAS000002), WASTE DISCHARGE
REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF LEGEND NO. DESCRIPTION
EXISTING FACILITIES. PART OF THIS GRADING PLAN.ALL GRADING SHALL BE DONE IN ACCORDANCE WITH 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
GRADE TO ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT,A STORM
7 THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY THE RECOMMENDATIONS AND SPECIFICATIONS CONTIANED IN SAID REPORT. PRODUCE SMOOTH SURFACES AND UNIFORM
CROSS SECTIONS. THE SLOPES OF WATER POLLUTION PREVENTION PLAN(SWPPP)AND A MONITORING PROGRAM PLAN SHALL BE ---- SUBDIVISION BOUNDARY 1 TITLE SHEET AND NOTES
PRIOR TO START OF WORK NEAR COMPANY FACILITIES AND SHALL EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED,PLANTED AND TRIMMED DEVELOPED AND IMPLEMENTED
CONCURRENT WITH THE COMMENCEMENT OF GRADING RIGHT OF WAY 2 ADDITIONAL NOTES AND DETAIL SHEET
COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES. 30. APPROVAL OF THIS PLAN DOES NOT CONSTITUTEAPPROVAL OF SIZES,LOCATION AS DIRECTED BY THE ENGINEER OF WORKAND
LEFT IN A NEAT AND ORDERLY ACTIVITES AND A COMPLETEAND ACCURATE NOTICE-OF-INTENT(NOI)WILL BE FILED WITH THE
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET CONDITION.ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR SWRCB. A COPY OF THIS
PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN STORM DRAIN 3 PRECISE GRADING AND IMPROVEMENT PLAN
NOTICE:ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE
TO BECOME RECEIVED,FURTHER,A COPY OF THE COMPLETED NOI FROM THE SWRC8 SHOWING THE PERMIT WATER 4 SEWER IMPROVEMENT PLAN
WHICH ARE"UNDERGROUND INSTALLATIONS". FOR LOCATION OF REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP
OFALL NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED.
ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES 31. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH
THE GRADING ORDINANCE Cam— SEWER AND MANHOLE 5 WATER IMPROVEMENT PLAN
CONTACT SAN DIEGO GAS AND ELECTRIC COMPANY. TELEPHONE: INADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S)OFANYPORTION OF THE ti
FIRE HYDRANT 6 HORIZONTAL CONTROL PLAN
(800)4224133 32. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 5. ALL TREES, BRUSH, GRASS,AND OTHER OBJECTIONABLE MATERIAL SHALL BE
PROPERTY COVERED BY THIS GRADING PERMIT NO. 1600-G,AND BYSWRCB ORDER N0.
ADJACENT PROPERTIES DURING GRADING OPERATIONS.ANYTHING DAMAGED OR COLLECTED,PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 99-08-DWG,AND ANY SUBSEQUENT
AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL 7 EROSION CONTROL PLAN
8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO CONTRACTOR SO AS TO LEAVE THE
AREAS THAT HAVE BEEN CLEARED WITHA PROVISION ASSET FORTH IN SECTION C.7 OF SWRCB ORDER N0. 99-08-DWG. 8 STORM DRAIN IMPROVEMENT PLAN
NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK WITH GRADING. NEAT AND FINISHED APPERANCE FREE FROM UNSIGHTLY DEBRIS.APPROVAL OF
COMPANY REPRESENTATIVES. LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO
BE FAMILIAR WITH AND IMPLEMENT
33. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEV ICES, CITY ENGINEER PRIOR TO THE DISPOSAL OFANY SUCH MATERIAL. REQUIREMENTS OUTLINED
WITHIN THE CALIFORNIA COASTAL COMMISSION COASTAL PERMIT
NOTICE:ALL EXISTING TELEPHONE SERVICES WITHIN THIS PROJECT INCLUDING SHORING,AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL NO. 00-251.
BOUNDARY WHICH ARE"UNDERGROUND INSTALLATIONS". FOR LOCAL, STATE AND FEDERAL SAFETYAND HEALTH STANDARDS,LAWS AND
LOCATION OF CABLES AND APPURTENANCESCONTACTPACIFIC REGULATIONS. ENCINITAS TOWN CENTER ASSOCIATES It LLC EROSION CONTROL NOTES STORMWATER
POLLUTION CONTROL (BMP) NOTES
BELL. TELEPHONE. (800)422-4133 34. GRADING AND EQUIPTMENT OPERATING WITHIN ONE-HALF(1 12)MILE OFA OWNER / P E RM I TE E STATEMENT SEE SHEET7
SEE SHEET 8
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE
CHANGES TO THESE PLANS. BY... DATE: 11
UTILITYAGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND HOURS OF 5:30 P.M.AND 7.•30 A.M.NOR ON SATURDAYS, SUNDAYS,AND CITY BEN R NG, PRESIDENT
ZELMAN TAIL ARTN RS, INC.
BEAR THE COST OF RELOCATIONS, IF NEEDED. RECOGNIZED HOLIDAYS. IT IS FURTHER AGREED THAT THE OWNER(DEVELOPER)SHALL HAVEA REGISTERED MANAGI
G MEMBER
CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE"UNDERGROUND 35 NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS PLANS WHICH THE DIRECTOR OF
PUBLIC WORKS DETERMINES ARE NECESSARYAND
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INSTALLATIONS"FOR LOCATION OF CABLES AND APPURTENANCES BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT.`CITY INSPECTOR, DESIRABLE FOR THE PROPER COMPLETION
OF THE IMPROVEMENTS. STORM DRAIN NOTE
CONTACT(800)422-4133. CIVIL ENGINEER,SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE
PDVANCEE MEETING SHALL 33 SCHEDULED WITH THE CITYAT LEAST 48 HOURS IN I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE ALL STORM
DRAINS SHALL BE 1350-D -t-77,
_ �-
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ADVANCE BYCALLING(619)633-2770. PLANS WITHIN EXISTING PUBLIC RIGHT-OF-WAY WITHIN 60 DAYS AFTER
ISSUANCE OF UNLESS OTHERWISE NOTED. ; ti. tl
ON THE AS BUILT"IMPROVEMENT DRAWINGS.ALL SOURCES SHALL BE THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY t Y
r . ._ r
LOCATED WITHIN THE DEDICATED RIGHT-OF-WAY, OR WITHIN EASEMENTS 36. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED KZ
DEDICATED TO THE CITY OF ENCINITAS. CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND
INDEPENDENT OF , t i ( I
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. REFERENCE DRAWINGS k d
ANY OTHER WORKASS IATED WITH THIS PROJECT OR UNDER MY CONTROL. I I
PLAZA AT ENCINITAS RANCH D -
12 R�OCATED OUTSIDE�E AREAS TO BE PAVEDwER POLES ARE ,T�jy ENGINEER MAY IMPOSE WITH REGARDSOTODTHE HAULING OPERATION THE Z , f
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T .
C DWG.6850 G 1
BY' DATE: 4 Z. O
BE R P ESIDENT ZELMAN R TAIL ARTN RS, INC. m U
13. ALL LUMINARIES SHALL PROVIDE TRUE 90°CUTOFF, AND ALLOW NO 37 UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR MANAGING MEMBER
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ESCAPE OF LIGHT ABOVE THE HORIZONTAL. TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY,AN LEGAL DESCRIPTION
AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING:"THE GRADING UNDER
ENCINITAS TOWN CENTER SSOCIATES ll, LLC l
14. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES PERMIT N0. 1600-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH 515 SOUTH FIGUEROA STREET, SUITE
1230 LOTS 2 -
3, 5, 6, 7,8 AND 9 OFAMENDED MAP OF „sue „ t I
LOSANGELES, CALIFORNIA 90071 grmw
DEPARTMENT APRE-CONSTRUCTION MEETING AND SHALL PROVIDE AT THE APPROVED GRADING PLAN OR AS SHOWN ON THEATTACHED AS-GRADED ENCINITAS MAP NO. 13258, CITY
OF ENCINITAS I
LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING.PHONE NUMBER PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF (213)533-8100 TRACT
N0.94-066, UNITS 1, 1I,AND Ill, IN THE CITY
663-2770. THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
OFENCINITAS, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA,ACCORDING TO MAP THEREOF NO.
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15. THE DEVELOPER SHALL BE RESPONSIBLE THATANYMONUMENT OR BENCH SOILS ENGINEER'S CERTIFICATE
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED 13333, FILED IN THE OFFICE OF THE COUNTY I �
AND REPLACED BYA REGISTERED CIVIL ENGINEER OR A LICENSED LAND 1, SEAN COLORADO,A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
RECORDER OF SAN DIEGO COUNTY,JUNE 3,1996. I l _
SURVEYOR. STATEMENT OF ENGINEER OF WORK PRINCIPALLYDOINGBUSINESSIN THE FIELD OFAPPLIED SOIL MECHANICS, HEREBY 1
I
CERTIFY THAT SAMPLINGS AND STUDIES OF THE SOILS CONDITIONS PREVALENT � ,
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE WITHIN THIS SITE WERE MADE OR REVIEWED BY ME OR MADE UNDER MY DIRECTION �
I
16. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL L J
1
AND WATER SERVICE BY CHISELING THE LETTERS"S"AND"W" ENGINEER SHALL COMPLY WITH THE GENERALLYACCEPTED STANDARDS AND BETWEEN THE DATES SEPTEMBER 19, 1995 AND DECEMBER
2,2003, WITH SOILS t. , (
RESPECTIVELY,21NCHES HIGH INTO THE FACE OF THE CURB. PRACTICES OF THE ENGINEERS TRADE OR PROFESSION THE ENGINEER FURTHER REPORTS GENERATED ENTITLED"GEOTECHNICAL
INVESTIGATION, ENCIN�ras RANCH- UNDERGROUND SERVICE ALERT P,
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AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE PLAZA 2 ENCINITAS RANCH, TM 94-066,ENCINITAS, CALIFORNIA" DATED MAY 17, �FOR F Y
„, � �. �,, I
0 o o CaII:ToII FREE ....
RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER 1996,PROJECT N0.4940028-008;SOILS REPORT ENTITLED"LIMITED GEOTECHNICAL
17. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A }
MANNER AND LOCATION APPROVED BY THElNSPECTOR. AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS INVESTIGATION,PROPOSED WILDLIFE UNDERCROSSING,
GARDEN VIEW ROAD, �p 1-800-422-4133 - T M - - - - T
Q - ti a s el
IN ITS CAPACITYAS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER ENCINITAS TOWN CENTER-PHASE 1I, ENCINITAS, CALIFORNIA"DATED NOVEMBER 24, U
18. ALL EXISTING TREES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE REMOVED. IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL 1999, PROJECT NO. 940028-026,
SO/LS REPORT ENTITLED"UPDATE GEOTECHNICAL TWO WORKING DAYS M°a - x
BEFORE YOU DIG
SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,AND IT THEREFORE DOES INVESTIGATION, THE PROMENADE ENCINITAS RANCH,ENCINITAS RANCH, TM 94-066,
T
19. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OFANY NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF ENCINITAS, CALIFORNIA",DATED MARCH
28,2000, PROJECT NO.4940028-027,AND y
STRIPING PAVEMENT MARKERS, OR LEGENDS OBLITERATED BY THIS
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFYAND HOLD SOILS UPDATE LETTER OFAS-GRADED GEOTECHNICAL CONDITIONS, PROPOSED REI
PROJECT HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,AGENTS,AND EMPLOYEES AND ISLANDS RESTAURANT BUILDING PAD, THE PROMENADE ENCINITAS RANCH,
"CAUTION".Remember that the USA Center notifies only INDEX
MAP
those utilities belonging to the center. There could be other
FROM PROPERTY DAMAGE OR BODILY INJURYARISING SOLELY FROM THE ENCINITAS, CALIFORNIA,PROJECT NO. 940028-027,DATED DECEMBER 2,2003, ONE - _.-
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ublifies present at the work site.The center will inform you x,1, "r-",�,,, ,;,,�y .,, w•Y_ ,.,,,� �;;
�r ( t .
20. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE DETOUR NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS COMPLETE COPY OF EACH OF THESE
SOILS REPORTS COMPILED FROM THE of whom they will notify o a-. € M k SCALE. 1'= 100
PLANS AND TO OBTAIN APPROVALS PRIOR TO COMMENCEMENT OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCYAND RESPECTIVE STUDIES, WITH MY RECOMMENDATIONS,HAS
BEEN SUBMITTED TO THE ;`?" ` " }
OF WORK. ;
EMPLOYMENTANDAR/SINGOUTOF THE WORKPERFORMEDBY THE ENGINEER. OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE qo
IMPROVEMENT PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE q Boy v
21. ALL SIGNS SHALLBEALUMINUMWITH3MHIGHINTENSITYTYPEREFLECTIVE I
FACE OR EQUIVALENT. n EggJ SOILS REPORT FOR THE PROJECT HAVE BEEN INCORPORATED IN THE IMPROVEMENT �� �� o yF�a4o
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BY., Af N DATE: PLANS AND SPECIFICATIONS. i
QpOfESSIpN
AS—BUILT ..
DRUJ. MAYE R.C.E. O. 38474 EXP. 3/31/05 ME3/3 22. ALL NEW STRIPING AND SANDBLASTING OF REDUNDANT STRIPING SHALL BE DONE BY CONTRACTOR.
COLDMAYERS&ASSOCIATES CIVIL ENGINEERING, INC BY. DATE 4 1 `'23. IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER TO PROVIDE STREET 19 SPECTRUM POINTE DRIVE,SUITE