2000-6813 G (Plans) �... �=,�
CENSIAL NOT NVORK TO BE DONE ,
A. GENERAL L WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECiFiCA?TONS
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE A SEWER - CiTY OF O4aNITAS 6. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION J.
DRS NAGE IFOR PUBLtC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS (760) 633 -2770 CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY 1. NO CONCENTRATED
DRAINAGE FLOWS APE PERMITT€D OVER ADJACENT PROPERTY LINES. SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
__CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF AV. GAS & ELECTRIC - SAN DIEGO LOOS Ntt ELECTRIC - - ENGINEER DUE TO UNCOMPLETED GRADING
OPERATION OR -WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 6 FEET AT 2X AND - CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS
COMMITTEE), -
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA I -800- 422 -4133
-- -- REGIONAL STANDARD DRAWINGS. ANY CHANGES OR C. WATER -SAN 01EGUITO WATER DISTRICT VNFORESEEN CIRCUMSTANCES WHICH MAY ARISE -Ak CONVEYED
F0 AN APPROVED - DRAIWL E �A IU Y. - - -- -- _ -_ - - --AND #1E SM DIEGO AREA REGIONAL STANDARD DRAWINGS LATEST -EDITION).
;.
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY (760) -633 -2650 C. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE V. EARTHWORK
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. D. TELEPHONE - PACIFIC BELL TELEPHONE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS
1. PROVIDE EARTHWORK QUANTITIES: IMPROVEMENTS STD. WGS. SYMBOLS
2- APPROVAL OF THiS PLAN DOES NOT CONSTITUTE APPROVAL 1•- 500 -V �[.E33 ONTO AREAS WHEN IMPOUNDED WATERS CREATE A
�. CABLLE E 1 TV - TM ViSTON HAZARDOUS CONDITION. C11BiC YAMS CIIT", - t - CUBiC YARDS FiLL.M CUBIC YARDS IMPORT/EXPORT,
- OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, (760) -436 -2693 425_ CUBIC YARDS OVER - EXCAVATION, � CUBIC YARDS RE- COMPACTION.
NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE --
- ate- Tom`
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL SE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE APPROVED GRADING PLAN SHALL BE I!!LCORPORAIED
CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) FILL SLOPE
UAI
REQUIRED IN CONJCAON WITH WP&OYFIAENI PLANS. -48 HOURS PRIOR TO BEGINNING ANY WORK ON TWS PROJECT HEREON
-LL
PHONE 76033 -2770 -EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATTING) MUST
.
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- 8 . CRADEU AREAS AROUND THE PROJECT PERIME" MIST BE IMPLEMENTED WHERE APPLICABLE
TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL CUT SLOPE � ..
SITE GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION WEASURES
(E.G. SILT FENCING, FIBER ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT
FOR INSPECTION. PHONE 760- 633 -2770. ALL WORK OF EACH WORK DAY. PROPERTY LINE.
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS _ - -_ _ _ _ ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
MUST BE FOLLOWED TO ENSURE
]PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE REQUIRED TO PROTECT ADJACENT PROPERTIES DURING .SUBJECT TO REJECTION AND REMOVAL 19.
• ALL REMOVABLE PROTECTIVE _ DEVICES SHOWN SHALL BE IN _ NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION D(ISTING
CONTOURS
GRADING OPERATIONS. ANYTHING DAMAGED OR PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT
AREAS, COVERED STORAGE AREAS FOR
5 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY HAZARDOUS MATERIALS, PLACEMENT OF POTABLE TOILETS OVER PERVIOUS SURFACE .
DESTROYED SHALL BE REPLACED OR REPAIRED TO D_. GRADING ) EXiSTING CONCRETE PAVEk1EPfT - y
CONDITION EXISTING PRIOR TO GRADING. 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A PERCENT (407.). SILT AND OTHER DEBRIS SHALL BE
- (�, Wit,
S THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE REMOVED AFTER EACH RAINFALL POST-CONSTRUCTION
BEST MANAGEMENT PRACTICES (OW) EXISTING ASPHAL PAVEMENT -
SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO
MONUMENT S BENCH MARK WHICH IS DISTURBED CE X1 0 DIRECTLY CONNECTED IMPERVIOUS AREAS _
" ESTROYED -SHALL BE RE- ESTABLISHED AND REPLACED -BY i1 N D COMPACTION OF FILLS AND HACKFILS AND PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (907
ZDCIA) SHALL TBE AVOWED. �CCIA MEANS STORM
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURY�YSURVEYOR.,. _ COVERAGE -
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS ' SLOPES E RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, XISTING
RETAINING WALL,.
_ ) PRIOR TO OCTOBER 1, THE SHALL @ - , SUCH AS ROOF, ROOF DRAIN, _
REPORTS AS REQUIRED AND WILL DETERMINE THE STABILIZED WITH BONDED FIBER MATRIX. DRIVEWAY AND STREET. BMP MEASURES SHALL BE IDENTIFIED
ON THE SITE PLAN. MOST COMMON
- - 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND 'SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF - MEASURES ARE
DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM EXISTING PVC STORM DRAIN
MAINTAIN ALL ALL SAFETY DEVICES, INCLUDING SHORING, AND __- GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS C. ' ED - IMPERVIOUS
AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BMP'S SHALL -- -- - - -- - - -- - - - -- - -
-SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION 1• WDROSEEDiNG SHILL TEE APPLIED TO ALL
SLOPES T BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS PROHIBITING lLODIFICAT10Gl OR EXIT, CHAIN L,L�1K F ENCE
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, HORIZONTAL i0 VERTICAL
AND THAT IN HIS OPINION, ALL EMBANKMENTS AND ARE GRADED 6:1 ( ) OR STEEPER LAWS AND REGULATIONS. WHEN THEY
ARE: REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A CITY PERMIT.
EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH PROPOSED CONTOURS 0 0
1NE APPROVED GRADING PLANS AND THAT ALL A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. �+ 307
2
?. GRADING AND EQUIPMENT UR WITHIN ONE -HALF - - - ,_ § 01LS ENGINEER'S CERTIFICATE ..-.-
,.EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR _ _ - JB. -� FEET OR MORE IN HEIGHT QJ CUT AREAS, UNLESS - -
- - - ,
~(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL � THEIR INTENDED USE.
__ _ _ _ .ff30POSED FINISH 1;RADE
NOT E CONDUCTED BETWEEN THE HOURS OF
SLOPE IS NOT SUBJECT TO EROSION DUE TO THE
B C U ED R 5.34 P
tJ M A113
F
7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY 2 TH E CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED E ROSION RESISTANT CHARACTER 0 THE MATERIAL
AS tar�etrt sett +++ A REGISTERED £RAT - PROPOSED SEWER LATERAL
- - - RECOGNIZED HOLIDAYS. - -----APPROVED BY THE CITY ENGINEER. -- , PRIM -r!� -- Et IN THE STATE #
- SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT
No GRADING OPERATIONS SHALL Cdtr1RTFNCE tJFflll A PRE- PONDING OF WATER. HE SHALL CONTROL SURFACE WATER 2 IRRIGATION SHALL MAINTAIN THE MOISTURE
LEVEL OF THE SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE PROPOSED SURD" ADDITION A a.
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
'GRADING MEETING HAS BEEN HELD ONSITE WITH THE AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO SOIL AT 1TiE OPTIMUM LEVEL FOR THE GROWTH OF
THE SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL HYDROSEEDED GROWTH. HINDER MY DIRECTION BETWEEN THE DATESI 11 AND
:FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL X371 .l1(1jjs�_. PR,QeQS,EQ QbICRE]E PAVEME (4 tId 1N DEPTH)
�• '• • ""
E NGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND - - • MEASURES TO PREVENT EROSION OF FRESHLY GRADED 4O NE COMPLETE COPY OF THE SOILS
-REPORT COMPILED FROM THIS STUDY - - - - -- - - - +
t D UX >;iWl�15T OF 140 LESS LIMN:
AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND
IPERMITTEE. THE PRE -GRADE MEETING SHALL BE EROSION CONTROL MEASURES HAVE BEEN DRAINAGE A WITH MY RECOMMENDATIONS, AND ONE COMPLETE
UPDATE LETTER, HAS I}�OI,JRY RETAINING WALL SDRSD C -1
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE A. 20 LBS. PER ACRE OF ROSE CLOVER BEEN SUBMITTED TO THE OFFICE OF THE
CITY ENGINEER. FURTHERFMQRE.
BY CALLING (760) 633 - 2770. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED B• 20 LBS PER ACRE OF ZORRO FESCUE HAVE
REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE GRASS - LINED SWAT IF
AND FILL SHALL BE PLACED IN ACCORDANCE WITH C. 3 LBS. PER ACRE OF SCHOOL GA CALIFORNIA RECOMMENDATIONS INCLUDED IN THE SOILS
REPORT FOR THIS PROJECT HAVE
9. MID! fiNAt COMPLETION 'Of TW WORK UNDER THE E
STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND Q, ti4 LBS. PER ACRE OF ACHILLEA MILLEFOLW T3EEN INCORPORATED IN THE GRADING
PLANS {�i P JFIQATi�1jS - - CUBS OUTLET TYPE A - $pf3Sp U -y5
- GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE E.�
AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED 3 tB PER ACRE OF DIMORPHOLECA P1LC STORM DRAIN (P&11lAIF)
LBS. PER ACRE OF ALYSSUM (CARPET OF StSHOW) CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
F. 1/2
'CERTIFICATION SHALL BE PROVIDED STATING % + _�
"THE GRADING UNDER PERMIT N0. 6813 -G "AS t1EEN TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE 6. ITEMS C, 0, E, ANO f OF
THIS SUBSECTION I( NED z/ '� 1i 1 � 0_ T s FESS%! FIRM
THE APPROVED GRADING ..
OR CONFORM JWITH EXPOSED SOI S BE SCARIFIED A OF 6` AND MAY B E OMITTED ON LOCATIONS WHERE THE AREA � � 12 X 12 DUET
(PRIVATE) �� ' ON TME BEING HYDROSEEDED IS NOT VIST13LE FOR EITHER ti
THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL ti P
'ATTACHED AS- GRADED PLAN ". r z PROPOSED CONIC= G'IJRB SDRSD G -i -.
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AM BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
gip, W "SlaE� /I- ,. V No.GE215 � rt
SIGNATURE OF THE CIVIL FAIGIaLEFR NL40 CERTIFIES Sl1CNN WATER AND COMPACT THE FILL IN STRICT ACCORDANCE H. ITEM A OF THIS SUBSECTION MUST
BE INOCULATED ¢ Exp 9 -30 -05
GRADING OPE&AAOAI WITH SPECIFICATIONS. WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY CHRISTIAN WHEELER ENGINEERING 't
* CS C AC BERM SDRSD G -5 r
� � " °-
I0. SLOPE RA TIOS: * CUT AND Fl!! SLOPES SMALL 8 UT AND CO TRIMMED TO EITHER BY DRIWNG OR BROADCASTING B 4925 MERCURY
STREET �ECWCI� Ir
EFORE _ _
FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND HYDROSEEDING. SAN DIEGO, CA 92111 (85fl) 49S -9760 CAL1F
CUT 2:1 FOR ALL SLOPES UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS JOB NO. CWE 199.489.1
FiLL 2:1 FOR ALL SLOPES
t. ALL SEED MATERIALS SHALL 8E TRANSP(3RTE6 TO THE
AND EMBANKMENTS SHALL BE SHAPED, PUNTED AND
SLOPES DEVIATING FROM THE ABOVE WILL VEEQ_UIRE T RIMMED AS DIRECTED BY THE ENGINEER OF WORK AND JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
�_ _ � -- - �
PROVAL OF THE DIRECTOR OF ENGINEERING AFTER - LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION SC
B RA L IOIV ] OF TiG�7rONSIBLE VHARGE ul -
REVIEW OF A REPORT FROM A SOILS ENGINEER. ROOTS AND OTHER WASTE MATTER EXPOSED OR TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. Q
UANTITIES NOTE cV
!'XCAVr;TTON: 313 # > - CYO tali: D s >- CIO EXCAVATION NON- PHrro -TOxLC WETTING AGENTS MAY BE ADDED To t HERESY DECLARE
THAT r AV THE ENCrNEER of woRrC FOR THIS PM=. L0 EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE _7
_
- SHRINKAGE: A"fiqibte _ : _ _ 0 BECOME LOOSENED SHALL BE REMOVED AND DISPOSED - D SLURRY AT THE OISCRETiON Of THE -THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE - -- - - - - -- -
IfVASTE: 38 4/ CY+ A SEPARATE PERMIT MUST BE DBTAiNED OF. THE TOE AND TOP OF ALL SLOPES SHALL @E BOUtEDED � CONTRACTOR. PROJECT
AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS 7ANY QUANTITIES ABOVE ARE ESTIMATED FOR - -- - - � m
IMPORT: D +/- CYi FOR WASTE OR IMPORT AREAS. /ACCORDANCE WITH THE GRADING ORDINANCE. CODE CON AND PERMIT PURPOSES
ONLY.
, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. i
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS CONTRACTOR IS RESPONSIBLE
FOR VERIFYING
6. ALL TREES, BRUSH, GRASS, AND DITIER OBJECTIONABLE - M
R ESOURCES ARE DISCOVERED ON THE SITE OF 4M TH AN 2000 ABS PER ACRE. HYPE AB MULCH {STRAW) • W TAND n -THE -C}iE� � - PROJECT �+�5 AND
-SPEC TCATIONs 1�I1 QUANTITIES AS A PART OF HIS BID. L0
-- AfATERIAL SHALL BE COLLECTED, PILED DR OTHERWISE
GRADING DURING GRADING OPERATIONS, SUCH DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO WAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY
BY THE CITY ENCINITAS E CONFINED TO A REVIEW ONLY AND DOES ,.'w •• ,
OPERATIONS WILL CEASE IMMEDIATELY, AND L4E APPLIED FIBER MATERIAL ME WHEN STRAW IS USED IT MUST NOT RELIEVE ME AS ENGINEER
OF WORK, OF M ESPONSI&UTIES FOR
P ERMITTEE WILL NOTIFY THE DIRECTOR OF A FAVE THE AREAS THAT HAVE BEEN CLEARED WITH ND THE
APPEARANCE FREE FROM UNSIGHTLY D D NEAT EBRIS. VE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING PROJECT DELI
A �±
ENGINEERING OF IHE DISCOVERY. GRADING APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED NO LESS THAN 50% OF THE STRAW INTO THE
SOIL - - ]LEGAL DESCRIPTION '
_ _:-OPERATIONS WILL NOT RECOMMENCE UNTIL THE _ __ ...... ... __._ O
_ FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR iO �. FERTILIZER CONSISTING OF XiYIMONRJM PHOSPHATE SULFATE. _
_ :. t0 = ;
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DISPOSAL OF ANY SUCH MATERIAL.. 16 -20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF SAN
OIEGUITO £kGM4EERING, INC. TEVEN R. CROSBY RCE 41975 A PORTION OF THE WEST HALF OF THE NORTHWEST
SHE
E DIRECTOR OF ENGINEERING M DO S0. S00 LBS. PER ACRE 34407 MANCHESTER AVENUE, SUITE 105 - �
C PRIOR TO HAULING GIRT OR CONSTRUCTION MATERIALS TO ENCINITAS, CALIFORNIA 92024 QUARTER OF SECTION 15, TOWNSHIP
13 SOUTH,
EARTHWORK QUANTITIES ARE ESTIMATED FOR ANY
PERMIT PURPOSES ONLY. (CALCULATED ON A 4. AREAS TO BE FivDROSEEDE SHALL $E PREPARE z n
-
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT P�'fDR TO BONE: (760)753 -5525 �,/7�j,� RANGE 4 WEST, SAN t3ERNARDINO
MERIDIAN, IN THE a x ;
D D
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL HYDROSEEDING BY: - - COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
O � ; ; .;
THEORETICAL BASIS - ACTUAL QUANTITIES MAY VARY FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. MATE
DUE TO SHRINKAGE OR SWELL FACTORS) THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS ARID COMBINATION OF:
*EPORT TITLED "REPORT OF PRELIMINARY GEOTECHNICAL E. LANDSCAPING A. TRACK WALKING SLOPES STEEPER THAN 6.1 (tOFESS/ l
Z REQUIREMENTS THE 11. THE SOILS REPORT UPDATE LETTER W CHRISTIAN WHEELER REGARDS TO THE CHAUUf1GNOPFiAT10ALY 1 THE SURFACE 1O M RANTED
BY ANY OR SAN DIEG 0 ENGINEERING, INC. �,� J �"O � � E � �
4407 MANCHESTER AVENUE, SUITE 105 n
ENGINEERING, DATED MAY 6, 2003, REFERENCING THE SOILS ti`s F�
ti� _ LL
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED 1N �
INVESTIGATION, PROPOSED BUILDING ADDIITON, THE ANIMAL KEEPER $ SIPPING AREAS THAT WILL NO bREA1C UP USING W `� Q
11
155 SAXONY ROAD, ENCINITAS, CALIFORNIA" BY CHRISTIAN WHEELER IIF31 A" ABOVE. '
ACCORDANCE WITH PLANS APPROVED BY THE CITY ENCINITAS, CA 92024
10D. *1875
ENGINEERING, DATED OCTOBER 27, 1999, SHALL BE CONSIDERED TEL: (760) 753 -5525
ENGINEER. PLANS SHALL CONFORM TO THE CITY OF s Op 4 /AS A PART OF THIS GRADING PLAN.
ALL GRADING SHALL BE DONE fNCJNlTAS GRADING ORDINANCE AND ALL ADOPTED Z. CONDITIONING THE BOILS LO TI4AT Q 16 i MABLE FOR
IN A CCO RD AN CE D SAID H THE .ECOMMENDATIONS AND SPECIFICATIONS LANDSCAPE AND IRRIGATION STANDARDS. � N THE SURFACE SOIL MOISTURE TO tirr� nTr�r
1LT� °� ® f l CAI � ?
P�\ PL
OON '
2. FINISHED GRADING AND PLANTING SHALL BE PROVIDE A DAMP BUT NOT SATURATED SEED BED. M i U CE 1 Ir C ! 1 G Z
"`
8 ENVIRONMENTAL ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR . "
1. STEEPEST EXISTING SLOPE w 150% IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED L THE ADDITION OF SOIL AMENDMENTS, PH I (WE)
HEREBY CERTIFY THAT A REGISTEi ED SOILS ENGiNEER OR GEOLOGIST np o 0
2. IMAXIMUE4 WERT1GAL DEPIHS (AJ CUT . ETA D t. (8) E7LL LA FI t II AND APRIL OCTOBER I A APRIL T5. ,ADJUSTMENT, LEACHING
OR COVERING SALINE SONS HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTMTY v� � Z
C. NOTIFICATIONS F. EROSION CONTROL 40 PROVIDE MABLE CONDITIONS FOR GROWTH. AND ADVISE ON THE COMPACTION AND STABIUTY OF
THE SITE. SITE
x 7fi - A
i.IiE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY T. 1N CASE EMERGENCY TOORR IS REQUIRED, CONTACT 5. HYDROSEEDED AREAS SHALL BE MAINTAINED
TO PROVIDE A -
BOB fERGEN 619 IT IS CH
AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANCES TO THESE y W
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE ( ) #60 -1020 VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY WRNS
1 v W
$E MADE AVAILABLE AT ALL LIMES DURING THE RAINY PERMANENT LANDSCAPING, UNTIL THE PR_Q F, T ($ COMPLETED OBTAINED BY A SEARCH OF AVAILABLE
RECORDS. TO THE 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING Z ' '
E � c��
U IT IS THAT THE OWNER (DEVELOPER) STALL HAV A O
UTILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER: SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED Fll�1D ALL 'SECURITY RELEASED
ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID � gn
� � �
-- - REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR
H. RIGHT CONTRACTOR IS REQUIRED TO TAKE DUE CONSTRUCTION OF TEMPORARY DEVICES MH�N R[�IN hS 1GHT OF WAY ADDITIONS
TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING
NoText
NoText
NoText
NoText
NoText