2002-7725 G (Plans) WORK TO BE DONE GRADING OWNER'S CERTIFICATION WORK TO BE DONE
GENERAL LCWD SEWER NOTES THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER WE
HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS 1. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, COCUMENTS, CURRENT
AT THE TIME OF CONSTRUCTION. AS DIRECTED BY THE CITY
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION OR UNDER HIS/HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY, AND PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY ENGINEER.
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFlLLS AND ADVISE ON THE
COMPACTION AND STABILITY OF THE SITE. FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING
STANDARD DRAWINGS. ANY CHANCES OR REVISIONS THEREFROM SHALL BE COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED OR
AFTER CONSTRUCTION. 1. CITY OF ENCINITAS STANDARDS
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON AHLRIgH
HOMES, LLC / 2 CITY OF ENCINITAS GRADING ORDINANCE
COMPLETION OF GRADING OPERATIONS HE/SHE SHALL STATE THAT 0/ 43 0 j 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK
SHALL CONFORM TO 3. THIS SET OF PLANS
2. THE SOILS REPORT TITLED REPORT O F PRELIMINARY (EOTECHNiCAL OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER HIS/HER
THE LEUCADIA COUNTY WATER DISTRICT LCWD SEWER STANDARDS AND 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSIRUCIN (GREEN BOOK)
INVESTIGATION FOR 10-LOT SUBDIVISION. HICKORYHiLL DRIVE ENCINITAS. SUPERVISION AND THAT IN HIS/HER OPINION, ALL EMBANKMENTS WITH THE ROBERT W.
LAING, MANAGER DATE TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC 5. THE SAN DIEGO AREA REGIONAL STANDARDS DRAWINGS AND AS
MAY BE MODIFIED
CALIFORNIA. PROJECT N0, CWE 199.159.1. PREPARED BY CHRISTIAN WHEELER APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS
WORKS CONSTRUCTION (GREEN BOOK) AND THE REGIONAL STANDARD BY THE CITY OF ENCINITAS STANDARDS
ENGINEERING. DATED MAY 7. 1999, AND UPDATE AND UPDATE AND GRADING SOILS ENGINEER CERTIFICATE 6. SOILS REPORT
AND RECOMMENDATIONS BY CHRISTIAN WHEELER ENGINEER DATED
ARE ACCEPTABLE FOR THEIR INTENDED USE. DRAWINGS. MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE MAY
7, 1999.
PLAN REVIEW LETTER DATED DECEMBER 27. 2002 SHALL BE CONSIDERED AS A LCWD SEWER STANDARDS GOVERN.
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO I, CHARLES
H. CHRISTIAN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, 7. LEUCADIA WATER DISTRICT STANDARDS AND SPEGFiCATiONVS
PART OF RECOMMENDATiCNJS AND SPECIFICATIONS CONTAINED IN SAiD REPORT. AND I, CURTiS R. BURDETT, REGISTERED GEOLOGIST, PRINCIPALLY DOING
BUSINESS IN 3. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A 8. SAN DIEGUITO WATER DISTRICT STANDARDS AND SPECIFICATIONS.
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL THE FIELD OF APPLIED SOiL MECHANICS HEREBY CERTIFY THAT A SAMPLING
AND REPRESENTATION OF THE ACCURACY OF THE LOCATION OF OR THE
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE
BY ME LEGEND STD. DWG.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES. LOCATION TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
EXISTENCE OR NON- EXISTENCE (E, ANY UNDERGROUND UTILITY. PIPE.
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET OR UNDER MY DIRECTION BETWEEN THE DATES MARCH 1999 AND DECEMBER
2002. OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. - --- - 3�
RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT ONE COMPiETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH EXISTING CONTOUR ELEVATION . .
R
R IGHT -O IN CONJUNCTION WITH IMPROVEMENT PLANS. DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. MY RECOMMENDATIONS, HAS BEEN
SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND PROPERTY BOUNDARY . . . .
. .
CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL
.
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE PROJECT LIE. _ . _
MATTER AND OBJECTIONABLE MATERIAL SHALL 8E REMOVED BY THE PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
MA
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT MA T DR OBJ THE SURFACE UPON WHICH THE FILL IS TO B£ PLACED. LOOSE
SPECIFICATIONS.
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
6' TYPE 'G' CONCRETE CURB AND GUTTER
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR - DATE d4- d S - C1
TO GRADING. GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 AND SIGNED BY: 3 6' AC
BERM . . . .
THEN COMPACTED TO A M"10UM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S CHARLES H. CHRISTIAN, R.G.E. 00215 HYDROSEED
317
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT
CONTOUR ELEVATION- . . . .
WHICH IS DISTURB MI
ED OR DESTROYED SHALL BE REESTABLISHED D REPLACED ACCORDANCE WITH SPECIFICATIONS. SIGNED BY: DATE. - 01" O's 1. HYDROSEEDING
SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. CURTiS R. 4. CUT AND FILL SLOPES SHALL BE CWT AND TRIMMED 1'0
INHIBIT GRADE TO PRODUCE BURDETT, C.E.G. 1090 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: CUT BANK (SLOPE AS NOTED) . . 2:1
MAX _
7. THE CONTRACTOR SHALL DESIGN, 858 CONSTRUCT AND MAINTAIN ALL SAFETY FILL BANK
(SLOPE AS NOTED). .2:1 MAX.
DEVICES, INCLUDING SHORING, AND SHALL T RESPONSIBLE FOR CONFORMING S
SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF CHRISTIAN WHEELER ENGINEERING A. THREE FEET OR MORE IN HEIGHT
IN FILL AREAS. _ -
EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED PLANTED AND TRIMMED 4925 MERCURY STREET O? %GFESg AED GF�
AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY SAN DiEGO, CA 92111 ��� �O
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS TELEPHONE: � H cy O� ��5 B. FIVE FEET OR MORE IN
HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT
a. ec qo G, DAYLIGHT QNE - - - - - - - - - - -
AND REGULATIONS. CONDITION. ALL STONES, ROOT'S AND OTHER WASTE MATTER EXPOSED OR ( ) 496 -9760 � P Q. 9,� � Q , �� s
SUBJECT 1D EROSION DUE TO THE EROSION RESISTANT CHARACTER
EXCAVATION OR EMBANKMENT SLOPES WHiCH ARE LIABLE TO BECOME `c S No.i a OF THE MATERIAL AS APPROVED BY THE CITY
ENGINEER. CUT AND FILL LINE C
LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL "I NM GE215 z F
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF ()J) MILE OF A mc ENGINEP3��
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. *
ESP 9 -30-05 a * G EOLOORST 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOL AT THE PLAN AND ELEVATION. _ _ _ _
_ _ . . 1- ANDALUSIAN
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY �ko 1� OPTIMUM LEVEL FOR THE GROWiH OF THE
HYDROSEEDED GROWTH.
RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE � �� # `�. . �
PAD ELEVATION - - - - - - - - - - PAD 324.00
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE qr 1 P OF 3. HYDROSEEDING MIX SHALL CONSIST OF ALL
THE FOLLOWING:
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
_- 1. SEED MIX SHALL CONSIST OF NO LESS THAN: FINISHED FLOOR ELEVATION . . _ FF 324'67
BEEN HELD CNNSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
PLANNING DEPARTMENT REPRESENTATIVE, CIVIL ENGINEER, SOILS ENGINEER, GRADING OF LOCATiCNN OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
A. 20 LBS. PER ACRE OF ROSE CLOVER FINISH GARAGE ELEVATiOXN GF 324.17
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL
B. 20 LBS. PER ACRE GE ZORRO FESCUE
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA
DECLARATION OF RESPONSIBLE CHARGE D. 4 LBS PER ACRE of ACIi1LL.EA MILLEFOUA CONCRETE DRIVEWAY. _ G-t4A.
10. PRiOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED EROSION CONTROL E. 3 LBS. PER ACRE OF ALYSSUM
(CARPET OF SNOW)
CONSTRUCTION SiTE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO /
I, HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT; F. 1 2 LB. PER ACRE OF DIMO RPHOLECA
CONCRETE SIDEWALK- _ - - - - - - '= « •-
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT LAING AT THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND (760) 802 -8591 (24 HOURS). AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFESSIONS CODE, AND G. ITEMS C. D, E, AND F OF THIS SUBSECTION MAY BE _ - ..
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. HYD OMITTED
IGI WHERE THE aTM� A N�� C CONCRETE PAVEMENT '•
HAULING (AERATION. 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE STREET (NZ RESIDENTIAL STRUCTURES.
KEYSTONE RETAINING WALL OR EQUAL .
AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR BE STOCKPILED ON SITE AT CONVENIENT LOCA71ON�NS TO FACILITATE RAPID BY
THE CITY OF ENCINITAS IS CONFiNED TO A REVIEW ONLY AND DOES NOT �,oFESSro H. ITEM A OF THIS SUBSECTION MUST INOCULATED WITH A _
.
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT o
N. FA q � , NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY TOP OF WALL ELEVATION. TA 320.17
TO FINAL GRADING APPROVAL MID /OR FINAL RELEASE OF SECURITY. AN AS- DESIGN �e`` 4 DRILLING OR BROADCASTING BEFORE
HYDROSEEDING.
GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER - - o Z BOTTOM OF WALL ELEVATIO14
_ . . . . 8W 314.00
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODiFlb WiTHWT 111E � � 1. ALL SEED MATERIALS SHALL BE TRANSPORTED
TO THE
PERMIT NO. 7725 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH D'`� - V No. 32031 m
APPROVAL OF THE ENGINEERING INSPECTOR. m JOB SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA TG
X50
THE APPROVED GRADING PLAN OR AS SHOWN 04 THE ATTACHED 'AS- GRADED JORGE H. PALACIOS, R.C.E. 32031 DATE � 12/31104 x
DEPARTMENT OF FOOD AND AGRICULTURE CERTiFICATION TOP OF GRATE ELEVATION '
PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING EXPIRATION
DATE: 12 -31 -04 * * TAG ATTACHED TAO, OR PRINTED ON SAID CONTAINERS. INVERT ELEVATION . E 352.50
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF
sTgT cl ��` J. NONE - PHYTO - TOXIC WETTING AGENTS MAY BE ADDED TO
PRODUCING RAINFALL FOF Ca0'i THE HYDROSEED SLURRY AT THE DISCRETION OF THE
CONTRACTOR. PRIVATE CATCH BASIN (BROOKS 3636, 1212 OR EQUAL) -
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS ESTIMATED QUANTITIES:
NOTIFICATIONS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING 2. TYPE 1 MULCH APPLIED AT THE RATE
OF NO LESS THAN 2,000 STORM DRAIN PIPE (RCP - PUBLIC, HOPE- PRNATE) - -
OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
EXCAVATiON: 0 C.Y. LOS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED
EMBANKMENT: 0 C. Y. ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL PRIVATE CATCH BASIN SEE DETAIL
94EET
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND EXPORT: 0 C. Y. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY BASIN ( SEE +
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO - �
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
THE SOIL PRIVATE 4' H.D.P.E. STORM GRAIN PIPE - - -
UTiLITiES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: WATERS CREATE A HAZARDOUS CONDITION. NOTE: EARTiHWORK QUANTITIES ARE ESTIMATED FOR
O
PERMIT PURPOSES ONLY AND ARE NOT TO BE 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 16 -20-0, CURB
KJET TYPE 'B' 0-2
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTiONARY MEASURES TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN USED
FOR FiNAL PAY QUANTITIES. THE ROUGH WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE -
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SHALL BE INCORPORATED HEREON. GRADING QUANTITIES ARE SHOWN ON GRADING
CATCH BASIN TYPE '. D
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT THE FOLLOWING PLAN NO. 6992 -G AND 6993 -G. AREAS TO BE HYDROSEEDED
SHALL BE PREPARED PRIOR TO 'F
HYDROSEEDING BY:
OWNERS OF SAiD UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR a GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
STORM DRAIN CLEANOUT TYPE 'A' D-9 - O
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY SiTE ADDRESS 1.
ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A -
COMMENCEMENT OF WORK: HICKORYHILL DRIVE AND AFLRICH DRIVE COMBINATION OF:
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END ENCINITAS, CA CORRUGATED STEEL PIPE
INLET AND GRATE A-16, D-17
SEWERS LEUCADIA WATER DISTRICT 760 753 -0155 OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST A. TRAGIC
WALKING SLOPES STEEPER THAN 6:1.
GAS & ELECTRIC S.D.G.&E. 800 422 -4133 EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED
HEADWALL TYPE 'B' . D-32 _
WATER SAN DIEGUITO WATER DISTRICT 760 633 -2709 AFTER EACH RAINFALL. OWNER INFORMATION B. RIPPING AREA THAT WILL NOT
BREAK UP USING ITEM 'A'
TELEPHONE PACIFIC BELL 800 4119 -3441 AHLRICH HOMES, LLC ABOVE.
CABLE TV COX CABLE (800) 221 -4188 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAiL TD PROVIDE EFFECTIVE C/O BARRATT AMERICAN INCORPORATED
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: RiPRAP ENERGY Of ATM D-40
COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE 5950 PRIESTLY DRIVE '
2. CONTRACTOR SHALL NOTIFY THE CITY ENGNEER'S OFFICE 48 HOURS PRIOR TO SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE CARLSBAD,
CA 92008 A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP CHAIN LINK FENCE - x
BEGINNING ANY WORK ON THiS PROJECT. PHONE: (760) 633 -2770. WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF TELEPHONE NO.:
(760) 431 -0800 BUT NOT SATURATED SEED BED.
'
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING REINFORCED CONCRETE DITCH (TYPE 'B'). D
OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR
PHONE (760) 633- 2770. ALL WORK PERFORMED WITHOUT BENEFIT OF
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL LEGAL DESCRIPTION GR OWTH EARTH SHALE (GRASS OR VEGETATED)
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
LOTS 1 THROUGH 7 INCLUSIVE OF ENCINITAS TRACT NO. 99 -135, UNiT NO. 1 GROWTH UNTIL THE PROJECT IS PERMANENTLY LA14DSCAPED
OR, FOR EXISTING ASPHALT CEMENT PAVEMENT . AC PAVING
IN ACCORDANCE WITH MAP NO. 14448 THEREOF, IN THE CITY OF ENCINITAS, AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING,
UNTIL - -
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
NOTE:- COUNTY RECORDER OF SAN DiEGO COUNTY, SEPTEMBER 18, 20OZ AND LOTS EXISTING CONCRETE CURB AND GUTTER.
FOR ROUGH GRADING AND EROSION CONTROL PLANS, SEE 8. 9 . AND 10 OF ENCINITAS TRACT NO. 99-135 UNIT NO. 2, IN ACCORDANCE
S
WITH MAP NO. 14449 THEREOF, IN THE CITY OF ENCINITAS, COUNTY OF EXISTING SEWER MAIN .
DWG. NOS. 6992 -G AND 6993 -G. SAN DIEGO STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY
FOR STREET IMPROVEMENTS, SEWER, WATER AND STORM RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 18, 2002 EXISTING SEWER
LATERAL . . . . . . . . - -O
DRAIN PLANS, SEE DWG. NO. 6992 -1 AND 6993 -1. . . . . . . . . . W
ASSESSOR'S PARCEL NUMBER: 259 - 560 -68 EXISTING WATER MAIN -
EXISTiNG FIRE HYDRANT . r -
EXISTING WATER LATERAL AND METER
U N
EXISTING OVERHEAD ELECTRICAL LK . ` . t1DE Z
EXISTING OVERHEAD TELEPHONE LINE . O HT ' p
C�
AS BUILT e�'O s lp
C H. P �NI \ EXISTING OVERHEAD CABLE lY LINE . -��- w
ENCINITAS ti� i� EXISTING GAS MAIN LINE . G W Q
gLyp P a W 3 00;31 � Z
CREST e-
EXiSTiNG STREET LIGHT
f - ZOOS 1?.l31106 � �
_� Z
EXISTING STCNtfri DRAIN PEE n
UNIT 2 w ~
Ld e)
t � � ����pL� EXISTING SEWER MANHOLE . - - - M.H. O � () n
S/TE
NoText
NoText