2008-771 SG (Plans) STORMWATER POLLUTION CONTROL NOTES
1. All work shall be done in accordance with these
plans, the standard specifications for public GRADING NOTES cayCRE NINSHOUr
works construction, the design construction
2 t standards of the City of Encinitas and the Son 1. ALL GRADING SHALL BE OBSERVED AND 7E57FD BY A OU4L/f7ED SOILS EN6YVEER
OR UNDER HIS /HER DIRECTIONN, CONTRACTOR SHALL ESTABLISH AND USE AN ADEOU47ELY SIZED CONCRETE WASHOUT AREA
N 82 1 Di o area regional standard drawings. An TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
WASH CONCRETE, SLURRY,
y `d e9 m9 9 y HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COM/PAC77ON OF FILLS AND BACKRLLS AND MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE S70RA/WA7FR CONVEYANCE SYSTEM OR
(r 1 ►� changes or revisions therefrom shall be approved COAOPAC7 0V OF 7RENCHES: HE/SHE SHALL SMWIT SOILS REPOR75 AS R£OU/R£D
AND WU DEMRA//NE THE
Z ANY RECEIVING WATER. CON7RACTOR SHALL POST A SIGN DES/GA nNG THE WASHOUT
l RIDING ee N by the City Engineer prior to any request for SU/TASICITY OF ANY FILL AI47FRAL. UPON COMPLETION OF GRADING
OPERATIONS HE/SHE SHALL STATE THAT LOG1770N
n AREA 1 S inspection. 065E%A770NS AND TESTY NEW A40E BY HIM /HER OR UNDER HIS/HER SUP£RNSAON AND rMT IN HIS/HER OPINION,
\ 1 0 2. A preliminary geotechnicol investigation and report for ALL EAA4AAM(MEiV7Y AND EXC4YA1117WS N£RE CONSTRUCTED /N ACCORDANCE
N97H THE APPROVED GRADING PLANS AND CpA57RUCpgV ,pry ACCM
this project has not been prepared. The client proposes RJATALL EMBAWA/EN7Y AND EXCAYA77 NS ARE ACCEPTABLE FOR 7WE7R WFACED
USE b
\ / ✓, to have a covenant recorded against the subject property that states A STABILIZED CONSTRUCTION S17F
ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS
NiS S Wo structures other than the retaining wall shown on this plan shall 2. THE CONTRACTOR ,SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE POS777W DRNM4GE AND AND INGRESS 70 PRESENT TRACKING DIRT OFF S 17E MIS SHALL INCLUDE USING AH7FRML (1
y i be constructed in the area of land disturbance until a geotechnica/ PREVENT PONDVNG OF W47ER HE/SHE SHALL CONTROL SURFACE
W47ER AND AVOID LAU01GE TO ,AUAOIN /NG SUCH AS GRAVEL AND /OR CORRUG47E0 STEEL PANELS /PLATES.
u evaluation is performed, and any and all undocumented soils are PROPERTIES OR 70 RAVSH£D WaRK ON 7H£ SITE AND SHALL TAKE REIEDIAL
MEASURES 70 PREVENT EROSION OF
�\ ✓ N removed and recompocted in accordance with said geotechnical FRESHLY CIP,IDIEO AREAS UNTK SUCH lAl/E AS PE]PAMNENT
ORA/NAl,E AND E7POSAOW CONTROL MEASURES HAVE S EW COWSMUMOV HDM21S
\ N report 0 INSTALLED.
i
J. Approval of this plan does not constitute approval A SPEClF7C AREA AWAY fROM GUTTERS AND STORAAORVN SHALL
BE DESIGNATED FOR
u� of sires, location and t of drainage CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
EQUIPMENT
l t
,p type g J. ALL AREAS 70 BE RLL£D SHALL BE PREPARED TO B£ fA_LED AA49 fXL SHALL BE PLACED /N ACCORDANCE WI7H
AiNINTEMAIMCE. ALL MAJOR REPAIRS SHALL BE AADE OF SITE.
✓ facilities, nor of improvements within street STANDARD SP£CV71CABONS. ALL VEGETABLE A07TER AND OIS/ECht%H&E AHTERW SHALL BE
R£AAOV£D BY THE
✓ 20 r�t / right -of -ways. Separate opprovo /s and permits for CONTRACTOR FROM THE SURFACE UPON NHACH THE fXL IS 70
BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL pp0ryV C KROL
these shall be required in conjunction with BE REMOVED 70 SUITABLE FARM HA7URAL GROUND. 7HE EXPOSED SOILS SHALL BE SCARRED
TO A DEPTH OF 6'
improvement plans. AND THEN CO FACTED TO A A#MWOM Or 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSWXITY 70 PLACE,
EROSION CONTROL MUST BE PROWED FOR ALL EROSIVE SURFACES SLOPED SURFACES
4. Written permission shall be obtained for any offsite SPREAD, WATER, AND COMPACT THE fKL IN STRICT ACCORDANCE WITH SP£CFrATAONiS.
ESPECIALLY SHALL BE PROTECTED AGAINST
6A •5y 9 grading. EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
N P 5. Contractor shall take any necessary precautions 4. CUT AND RU SLOPES SHALL BE CUT AND TR/AMM£D 70 FINISH GRADE
70 PRODUCE SMOOTH SURFACES AND EROSION CONTIPOL AMTS, AD£OLAAF GROUND COVER VEGETATXJW,
required to protect adjacent properties during UA ORM CROSS SECT110WS. THE SLOPES OF EXCAVATIONS AND EA/BANKA/ENTS SHALL
BE SHAPED, PLANTED AND AND BONDED RBER AN7RlX.
/ O
grading operations Anything damaged or destroyed TRMMMED AS DMRECTFD BY M ENGINEER OF 1 IOW AND LEFT IN A HEAT AND ORDERLY CONVOOV.
ALL S70NES,
F .
shall be replaced or repaired to condition WA ROOTS AND OTHER 57F AA VA
T7ER EXPOSED OR EXCAVATION OR EAAB4WA/ENT SLOPES NNICH ARE LIABLE 70 NO EXC4VARON AND GRADING ACTIVITIES ARE
ALLOWED DURING
existing prior to grading. BECOME' LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED
NET NEAIHERR,
6. The deve %per shall be responsible that any IN ACCORDANCE W 7H THE GR,ADYNG ORDNWICE.
DNERSIOV DIKES SHALL BE CONSTRUCTED 70 CH MM EL RUNOFF AROUND THE
monument or bench mark which is disturbed or 5. ALL TREES BRUSH GRASS, AND OTHER DIS/ECLOAABLE AA7FR44L SHALL BE COLLECTED,
PKED OR 07HERMSE CONSTRUCTION .SITE. CONTRACTOIR SHALL PROTECT CMM AGAINST EROSIOW USING
destroyed shall be re- established and replaced by DYSPoSED Of OFF THE S/HE BY THE COW7RAC70P SO AS 70 LEAVE 771E AREAS Tmr
HAVE BEEN CLEARED W7H1 A P£RWNENT AND 7EA/POVPARY EROSION CONTROIL AEASURES,
a registered civil engineer or a licensed /and NEAT AAID f7N/SHED APPEARANCE ERIE£ fROM 0 YSIGII7LY DfibRIS APPROVAL OF LOCATXJNN
OF DE5I05' f 7 SHALL BE
SITE MAP NORTH surveyor. SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRAOP 70 THE DISPOSAL OF ANY SUCH A147FRAL. REMOVE
EXISTING VEGETATION OAKY WIZEN ABSOLUTELY
7 The contractor shall design, construct and NECESSARY. LARGE PRGVEC75 SHALL BE CONDUCTED /N PHASES TO
AVOID UNNECESSARY
SCALE: 1'- 100' maintain all safety devices, including shoring, REMOVAL OF 7HE NATURAL GROUND COWR.
and shall be responsible for conforming to all DO NOT R£AAOV£ TREES OR SHRUBS UNNECESSARILY,• 7NEY HELP DECREASE
EROSION.
local, state and federal safety and health EROSION CONTROL NOTES
standards, lows and regulations. IFMPORARY VEGETA710N MUST BE PLANTED ON SLOPES OR WHERE CONS7RUC770N IS NOT
/MMED14TFLY PLANNED FOR EROSION CONT904 PURPOSES. EROSION SH41L BE PREVENTED
8. Grading and equipment operating within one -half 1. /N CASE EMERGENCY WORK IS REQUIRED, CONTACT FRANK FLOREZ (858) 229 -2493,
24 HOURS A MY SOIL.
PLAN77NG FAST - GROWING ANNUAL AND PERENN14L GRASSES TO SHIELD AND BIND THE
(112) mile of o structure for human occupancy SOUL.
shall not be conducted between the hours of 5.•30 2. EOUIPA&Wr AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 77A/ES
DURING THE RAINY
p.m. and 7.•30 a.m. nor on Saturdays, Sundays and PLANT PERANMENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVAIOON
AND GRADING
City recognized holidays. SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY AM7FRALS SHALL BE STOCKPILED ON S/lE ON OCTOBER
1 AT ACIIVITIEY ARE COA/PLEIE:
y o9 Ys• CO - ENIENT LOC477OVS 70 FACILITATE RAPID CONSTRUC7ION OF lEMPORIRY DIEVICES WHEN RAIN IS IMMINENT
9. No grading operations shall commence until o pregrading WA7ETt USAGE FOR DUST CONTROL SHALL BE M /N /M /ZED.
meeting has been held onsite with the J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR M001fT£D WITHOUT THE APPROVAL OF THE
ENG INEER/NC
following people present: City Inspector, Civil INSPECTOR. ON -S /7F CONSTRUCTON AATERAL STORAGE
Engineer, Soils Engineer, Grading Contractor and
Permittee. The pre -grade meeting shall be 4. ME CON7R4C70R SHALL RESTORE ALL EROSION CON7ROL DEMES TO WORKING ORDER lt7
THE SARSFACTTON OF STORED AA7FRALS SHALL BE CONTAINED IN A SECURE PLACE 70 PREVENT SEEPAGE AND
scheduled with the City at least 48 hours in THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. SPILLAGE. CONTRACTOR
SHALL STORE THESE PRODUCTS WN£RF THEY WILL STAY DRY OUT
advance by calling (760) 633 -2770. 5 THE CON OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
FOR ALL FUEL
. TRACTOR ShNLL INSTALL ADO/770NHL EROSION CONTROL MEASURES AS AMY BE REOUE/R'D BY 7N£ CITY
10. Prior to hauling dirt or construction moteria /s to STORED ON -SITE.
ENGINEER DUE TO AN INCOMPLETE GRADING OP£RA110N OR UNFORESEEN CIRCUMSTANCES WHICH ANY ARISE.
any proposed construction site within this project
the developer shall submit to and receive opprova/ 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SMLL TAKE NECESSARY PRECAUTIONS` TO
PREVENT PUBLIC EL /M /HA7F OR REDUCE POLLU770VV OF STORMWA7FR FROM STOCKPILES KEPT ON-SITE
from the City Engineer for the proposed haul 7RESPASS ONTO AREAS ONEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDY7701V.
STOCKPILES ANY INCLUDE SO /L, PARING MATERIALS, ASPHALT CONCRETE, AGGR£Cd7F BASE,
route. The developer shall comply with all ETC. STOCKPILES SHALL BE LOCATED AWAY fROM CONCENTRATED STORMWAT£R
fZONS AND
conditions and requirements the City Engineer may 7. ALL ERIOSKW CONTROL MEARRES PROVIDED PER THE APPROVED GRADING PLAN .SHALL
BE #XOMPOP,ATED HEREON. STO INLETS S70CKPlLE3 SHALL BE COVERED OR PROIFCTFO 8 4 S OIL
impose with regards to the hauling operation.
STABMJIA7XMM AAEA.SY/RES AND PROVIDED #17H A IEAA°OYP4RY SEDIMAENT BARRIER AROliWO
OWNER CERTIFICATE• 11. Upon final completion of the work under the 8. GRADED AREAS AROUIVO THE PROTECT PE'RMC7ER ARIST DRAW AWAY fROM
7W FACE Of' SLOP£ AT 7HE 7W AT ALL TAMES
e grading permit but prior to final grading approval CONCLUSION OF EACH WORK AMY. nmow
and /or final release of security, on as -graded 9. ALL REMOVABLE PRO7FC71VE DEVICCES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WWIAG DAY WN£N 7H£
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. cert/rication shall be provided stating. The FNE (5) DAY RAIN
P90614B/L/7Y FOREC45T EXCEEDS FORTY PERCENT (40X). S /LT AND OTHER DEBRIS SHALL BE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
grading under Permit No. 771 -SG has been REMOVED AFTER EACH RAINFALL. BE 7RA/NED TO BE FAMIL14R NI7Hl 7HE
CITY OF ENCINITAS S70A WATER POLLUTION
IT IS FURTHER AGREED THAT THE OWNER SHALL HAVE A REGISTERED CIVIL performed in substantial conformance with the CONTROL
REOUIREMEN75: 7HE5'E BMP NOTES SHALL BE AVAILABLE 70 EVERYONE W17RK/NG
ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR ADDITIONS TO THESE PLANS WHICH THE CITY approved grading plan or as shown on the attached 10.
SHOULD G~A(4770N OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTNE COVERAGE Of' GRADED SLOPES ON SITE 7XE PROPERTY OONER(S) AND THE PRIME CONTRACTOR MUST INFORM
ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF as graded plan ". 7his statement shall be followed (90X COVERAGE)
AWR TO NOVEMBER 15, 7N£ SLOPES SHALL BE STABILIZED WITH PUNCHED S7RAW INSTALLED IN SUKON7RACTORS ABOUT STi7RM10ATFR REQUIREMENTS AND 7MEW DOW RESPgNSM17TES.
THE IMPROVEMENTS. by the date and signature of the Civil Engineer ACCORDANCE WITH SEC7700V J5.023 OF THE EROSIO,V AND SEDM/ENT
CONTIPOIL MhOOOOK OF 7HE' STALE OF IK4SIE APAINGi UV1
who certifies such grading operation. C41 IfORN14 DEPARTMENT OF CONSERVATION. L WASTE AND
IVOT/fICAT10�1/S UNUSED COAIS7RUC7700V AAIFRALS. DUMPING N F UNUSED OR NAS7�PIPODUC75 ON INE
BY: - -DATE: 1. The existence and location of underground utility GROUND, NNERF WATER CAN CARRY THEM /NTO
THE CONVEYANCE SY5'7FM IS STRICTLY
!} • a pipes and structures shown on these plans were
KEN AND SANDRA KEC obtained by o search of available records. To the STATEMENT OF ENGINEER OF WORK NO SEEPAGE fRROV
DUA/PSAERS SHALL BE D45 CHARGEO IN70
best of our know /edge their are no existing STORMWATER. BERMS/DYKES SHALL BE PLACED AROUND &4FS7FR5
utilities except as shown on these plans, however. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
COMPLY TO DIVERT THE AA71ARAL STORM RUNIO F. DUUWSTERS SHALL BE CHECKED fRE0UEN7ZY
The contractor /s required to take due NTH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR
FOR LEAKS. DUAPSTER LIDS SWILL R£AAA/N CLOSED AT ALL 7MAES. DOMPSTERS WITHOUT
precautionary measures to protect any PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
LIDS SHALL BE PLACED WTI7•NN S7RUCn4 S WITH AIP£RNOUS RO0f7AAG OR COVERED WITH
existing utilities or structures located at ACCORDANCE MATH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE
TARPS IN ORDER 70 AWYD RAIN CONTACT WITH ANY 7RASH AAIERAL.
the work site. It is the contractors EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
responsibility to contact the following PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
MANY CONSTRUCTION A07ERALS, /NCLUDIAG SOLVENTS, WATER - BASED PAINTS, VEHICLE
owners of said utilities or structures prior FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS
OF FZUIOS, BROKEN ASPHALT AND CONCRETE, N000, AND CLEARED VEGETA770V CAN BE
COUNTRY ROSE to any excavation, for verification and TA
THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RECYCLED. NON- RECYCLABLE
AMTFRMLS MUST BE KEN TO AN APPROPIRATE LANDH7LL
Z CIR RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED OR DISPOSED OF AS
H4I2ARDOUS WASTE: FOR INFORM TION ON DISPOSAL OF HAZARDOUS
location of utilities and noti5cation of
w Z 0 THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS MAMMAL,
CALL THE HAZARDOUS WASTE HIO7LlA1E TOLL FREE AT (800) 714 -1195. FOR
Q ��P commencement of work OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM
IAIFORA41770W ON LANOF/LLS AND TO ORDER DUMPS7£RS CALL EDCO AT (760) 436 -4151.
Li a ❑ Son LTleguito Water District 760 - 633 -2709 THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER
AGENTS OR EMPLOYEES
3 San Diego Gas & Electric 1 -800- 422 -4133 ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING
OUT OF THE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND
Ce (, Pacif7c Bell 1 -800 -422 -4133 WORK PERFORMED BY THE ENGINEER. RECYCLING RECEPTACLES AROUND THE SITE
Y FORTUNA RANG IN
v Cable TV (Dimension Cable Service) 1 -800- 422 -4133
¢ � PORTABLE TOILETS MUST BE IN GOOD NgRK/NG ORDER AND CHECKED fR£OUEN7ZY FOR
O ''i y NOR SITE Sewer - Cardiff Sonitaion District 760 -633 -2770 BY: �� DATE: / - -Q Y EARTHWORK LEAKS CONTRAC70R
SHALL PROVIDE SECON614RY CONTAINMENT AND LOC47F PORTABLE
2. Contractor shall notify the City Engineers - -- ------- - - - - -- ---- - - - - -- 70/[£75 AWAY FROM STORMOWN
INLETS ON PERWOUS SURFACES
a p� office 48 hours prior to beginning any work FRANK FLOREZ CUT = 0 C. Y.
on this project Phone: (760) 633 -2770. f7LL = 700 C. Y. ALL CON57RUC770N DEBRIS SHALL BE KEPT AWAY FROM
THE S7REET, GUTTER, AND
.J The contractor shall give 24 hours notice on FLOREZ ENGINEERING, INC. STORMURA/N. CONTRACTOR MUST ROUTINELY
CHECK
10732 CHARBONO TERRACE IMPORT = 700 C. Y. AND CLEAN UP AMTFRAL THAT AMY HAVE TRAVELED AWAY fROV CONSTRUCTION
SITE
col /s for inspection. Phone: (760) 633-
VIOLET RIDGE SUMMIT 2770. All work performed without benefit of PHONE E GO 229-2493 (UNCONTROLLED EMBANKMENT COVEMAIT)
P inspection will be subject to rejection and
I✓jL �ti� UAMINE CREST removal. EXP. DATEC12- 31 -08
DR, VALL LMOCAR616 LOT 26 OF FINAL MAP NO, 11809
1. All slopes shall be planted and irrigated in accordance CITY OF ENCINITAS TCT, N❑, 4574 Z
with plans approved by the City Engineer. Plans shall conform ASSESOR S PARCEL NUMBERS FILED IN THE OFFICE OF THE COUNTY
RECORDER Q
to the City of Encinitas Grading Ordinance and all adopted F� 264- 291 -26 OF SAN DIEGO COUNTY, MAY 18, 1987
J
landscape and irrigation standards. ��� � � �ZO �
VK;INITY MAP 2. Finish grading and planting shall be accomplished on Florez Engineering, Inc. ND• OWNER:
oI/ slopes prior to October 1st or immediately upon completion $ Civil Ei*WrNv t Plarv*w • w� EXP. 12/31/06 SITE ADDRESS
DATE OF SURVE z
of any slopes graded between October 1st and April 15th. • s KEN AND SANDRA KEC
NO SCALE `� ,,�a� 3342 FORTUNA RANCH RD.
N THOMAS BROS PG 1148, C -4 � Qc \E r E ANUS, 9202 ENCINITAS, CA 92024 - ?8 - 07
<
858- 759 -3479
C�
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO. �
CITY OF ENCINITAS BRASS DISK IN DROP INLET PLANS PREPARED UNDER SUPERVISION OF APPROVED SIMPLIFIED GRADING PLAN FOR:
LL_
ON THE NORTH SIDE OF FORTUNA RANCH ROAD LT J
AND 50 FEET SOUTH OF ADAMS RUN. HORIZONTAL N/A FRANK F I- LI-OF� Q ��� 3342 FORTUNA RANCH ROAD
771 -SG 0- FLOREZ ENGINEERING DATE: L
VERTICAL N/A (858) 9 -249 R.C.E. N0.
55555 BY: w KEC RESIDENCE
EL' 427.677 NAVD88 ELEVATION EXP. DATE: /�. WORK PROJECT N0.
ENGINEER 12 -31 -2008 �
SHEET 1 OF 2
/
/
�t
ADDITIONAL NOTES:
DESatlpnoN STD DWQ Sb19s71.
N 215 / 1. All the wank proposed on this plan is entirely within the applicant's
property. if any disturbance to adjacent properties is anticipated as o EXIST CONTOURS — 280 -
- - -
result of any proposed wank, or at the discretion of the City Field
Inspector, o written letter of permission from the adjacent property owner EXISTING SUBDIVISION BOUNDARY --
--
2g 6 must be obtained and submitted to the City prior to start of any such work.
My disturbances on the adjacent private property that has not been previously PROPOSED CONTOURS 272
/ authorized in writing and submitted to the City is grounds for a stop -work --
to be issued for the project until the required permission is obtained. GRADED SLOPES
/ 2. A preliminary geotechnical investigation and report for
this project has not been prepared. The client proposes PROPOSED ELEVATIONS 279.5
to have o covenant recorded against the subject property that states
/ *No structures other than the retaining wall shown on this plan shall PROPOSED MAINT. COVENANT
be constructed in the area of land disturbance until a geotechnical
/ / evaluation is performed, and any and all undocumented soils are
removed and recompacted in accordance with said geotechnical
report.
See Maintenance Agreement for uncontrolled embankment
EXIST. WALLS (TYP) Doc. No. _ _
Rec. - - -- - - - -- -
1
BMP NOTES
EXIST. SF
HOUSE CA15=V" SM7 ARM 400VT PANC7Xn A07E
30' EROSAOW CON1Ra AEfASCNPES (E.G. BONDED f7B£R AN7RYX, VEGETA7E0 COVER, JU7F ANT mo MUST BE M/PLEAAEN7FD
1 M14£RE APPLICABLE TO PREVENT SOIL EROSION OW S 17F S£DAVENT CONAR t MEASURES (E.G. SILT fFNC /MG, RSIOR
1
EXIST. BARN BN/P MUST ALSO BE FOLLON£D TO ENSURE AID CONTACT OF RA/NWAIFR W77H AN7ERNLS POT ANY CAN7R/BU7E 70
W017ER OLNU7Y DEGRAa nON DOWNSTREAM ( E.G. C ONCRETE OR S 7UCC0 WASHOUT AREAS, COWRED S70PAGE AREAS
FOR HAZARDOUS A417FRNLS, PLACEMENT OF PORTABLE 701LE75 OVER A PERVIOUS SURFACE).
PWr COAtSMW70V BEST AAN408 7VT PMC7X.)E A07E
1 APN AO MREC7L CONNE /APERMUS AREAS' (OCN) SHALL BE AU0#FD DCN MEANS STORM RUNOFF GENERATED
264 -29 -26 AND CONVEYED V/4 AOYRMS ARFI.S SUCH AS ROOD ROOF OfEA/N, DRIWMY, AND S 7REFT. aVP MEASURES SHALL
BE IDENTIFIED ON THE SITE PLAN. A019ST CAVMON MEASURES ARE DE'SIGMIED 7URF AREAS WIY/CH RECEIVE ROOF
EXIST. WALLS IT P) DRAINS AND RUNOFF fROM IMPERNOUS AREAS: TURF AND LANDSCAPE AREAS THAT ARE DESIGNED FOR BVP'S SHALL
BE DIEL /NEAZED ON PLANS AND A NOTE PLACED ON PLANS PRAV1BI77NG AADDlf7GI7DV OR REAR7YAL OF 7HE bVP
LANDSCAPE AREAS WT7HOUT A CITY PERMIT.
1
LIMITS OF UNCONTROLLED
EMBANKMENT COVENANT (TYP)
SEE MAINTENANCE AGREEMENT
1/ ✓ REC . LUw/. z:;
LID
UJ ! Ir ya
Cn (�
HORSE RIDING AREA HYDROSEED ENTIRE SLOPE FACE
Cn ' FROM TOP OF SLOPE TO
CO PAD ELEV = 279.5 +- TOE OF SLOPE.
Z I 1
APN 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
264 -29 -27 I II ` l / 4 BY 4 IN (10 BY 10 CM) THE POSTS.
TRENCH UPSLOPE FROM AND
1 \ ALONG THE LINE OF POSTS.
�bt 10' MAX 3' MAX
FL ATTEa / / g9�' 2' MIN
— 5SP OP N %
25 p ✓--
I \ �► EX1 PA 1� �—
`� O QrG 4 IN (10 CM)
0 01100,
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE E 260J Aft
t
THE GE A Zg �g� INTO y THE
RE FENCE TRENCH D EXTEND R EXCAVATED SOIL. N B2 •33' 1 - s A ,
N
II JIO� L� 2 Ail Ial I I N O
P C7 1Y1` AREA S
v \� $ �/ III f7L 7FR FABY7 1C \ t� s
IWRE ti� � / ✓,
g►
SILT FENCE
NOT TO SCALE
E
NOTE.• EROSION CONTROL MEASURES TO BE PRONDED
PER BMP NOTES HEREON. \ A•5y O9.
G
� N
ESS / / Z
SCALE: 1 "= 20' h4 �`� Flo F * a_
so Flocez Engineering, Inc. t 140.55555 MAP WORTH
0 10 20 4o
g E ngmeering t Planning • EXP. 12/31/00
\�* SCALE: 1 •- 100' Q
0
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK: APPROVALS CITY OF EN CI N I TAS ENGINEERING
DEPARTMENT DRAWING NO. �
CITY OF ENCINITAS BRASS DISK IN DROP INLET PLANS PREPARED UNDER SUPERVISION OF APPROVED S; MPUFIED GRADING PUN FOR:
LL
y
ON THE NORTH SIDE OF ADAMS A RANCH ROAD HORIZONTAL 1 -20' FRANK FLOREZ DATE: � -y -o$ 3342 FORTUNA RANCH
ROAD 771 —SG a
���
AND 50 FEET SOUTH OF ADAMS RUN. FLOREZ ENGINEERING BY:
VERTICAL N/A (858) -2493 R.C.E. NO. 55555 - KEC RESIDENCE
EL 427.877 NAVD88 ELEVATION EXP 12 -31 -2008
ENGINEER DATE: / Zze 12 WORK PROJECT NO. SHEET 2 OF 2