2010-10437 G (Plans)2. THE SOILS REPORT TITLED 'GEOTECHNICAL INVESTIGATION
PROPOSED ADDITION TO EXISTING RESIDENCE AND NEW
SINGLE FAMILY RESIDENCE, 1491 NEPTUNE AVENUE
LEUCADIA, CALIFORNIA APN 254 - 030 -35 -00
PREPARED BY HETHERVGTON ENGINEERING, INC,
DATED MAY 27, 2008° ALL GRADING SHALL BE DONE IN
ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IN SAID REPORT AND LETTER.
* )!NV OPPkIf LCT-TK 17R'f(V C(-4-V3
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF
SIZES LOCATION AND TYPE OF DRAINAGE FACILITIES NOR OF
IMPROVEMENTS WITHIN STREET PIGHT -OF -WAYS. SEPARATE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
6° THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER
OR A LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND
REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112)
MILE OF A STRUCTURE FOP HUMAN OCCUPANCY SHALL NOT BE
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M.
NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE
PRESENT: CITY INSPECTOR, CIVIL ENGINEER SOILS ENGINEER,
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
ADVANCE BY CALLING (760) 633 -2770.
10° PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING
OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL
RELEASE OF SECURITY AND AS- GRADED CERTIFICATION SHALL BE
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. _10437_ -G
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE -
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES
SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR
THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PDNOING
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE SPREAD, WATER AND COMPACT THE FILL IN STRICT
ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
N07MCATIONS
MADE SLOPES).
1. THE EXISTENCE AND LOCATION OF
UNDERGROUND UTILITY PIPES
AND STRUCTURES SHOWN ON THESE
PLANS WERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS.
TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
ON THESE PLANS, HOWEVER:
WATER SAN DJEG=O I CT
THE CONTRACTOR IS REQUIRED TO
TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING
UTILITIES OR STRUCTURES
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE
FOLLOWING OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR
TO ANY EXCAVATION, FOR
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION
OF COMMENCEMENT OF WORK:
LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION
A. SEWERS - LWD
(760) 753 -0155
B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT
C. WATER - SDWD
(800) 422 -4133 - DIG ALERT
D. TELEPHONE - SBC
(800) 422 -4133 DIG ALERT
E. CABLE TV - COX
(800) 422 -4133 - DIG ALERT
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
PHONE: (760) 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
REJECTION AND REMOVAL.
SOLLS ENGINEER'S CER CA
I, _nY A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE 13Y ME OR UNDER MY
DIRECTION BETWEEN THE DATES LGOf _ AND aS L00 ° ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER, FURTHERMORE, I
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED'
RCE NO.:
,
EXP. DATE : - 3 l3 l 1 10 ---------- - - - - -- �� �1 /
HETHERINGTON ENGINEERING, INC.."
5205 AVENIDA ENCINAS
MADE SLOPES).
CARLSBAD, CA 92008
VERTICAL
T=
1.5 FT AND THE MAXIMUM
PROJECT NO. 6174.1
FT
PHONE.'' (760) 931 -1917
3° A.) AVERAGE
WATER SAN DJEG=O I CT
VOLUME
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT
(C.F.) = 0.2 FT
CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF THE LOCATION
CUT
OF OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND
OF CUT
UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
B.) AVERAGE
2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E.,
VOLUME
LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION
(C.F.) = N/A
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY
FILL
CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
OF FILL
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO
CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION
BY SAN DIEGUITO WATER DISTRICT.
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR
ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT,
METERS, VALVES VALVE BOXES ETC.) WHICH IS AFFECTED BY THEIR
PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS COMMITTE (WASQ STANDARDS. IF
FACILITIES DO NOT MEET STANDARDS THEN THEY SHALL BE
UPGRADED TO CURRENT STANDARDS AT THE OWNER °S EXPENSE.
4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN
PARALLELING WATER SERVICES.
5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED
BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC
VAULTS.
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS
AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN
FRONT OF THE PARCEL THEY ARE SERVING.
NOTES:
1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE
ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO
WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO
WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND
DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE
OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY
LINE IS.
2° ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED
UNDERGROUND.
3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER
ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM
STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE
CONVEYED TO AN APPROVED DRAINAGE FACILITY.
4° EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX,
VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED
WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER
ROLLS GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED
SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST
ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY
DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO
WASHOUT AREAS, COVERED STORAGE AREAS FOR
HAZARDOUS MATERIALS PLACEMENT OF PORTABLE TOILETS
OVER A PERVIOUS SURFACE.
5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL
BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND
CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF
DRAIN, DRIVEWAY, AND STREET.
r Ir =
"xg
I I i
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
WASH CONCRETE, SLURRY MORTAR STUCCO, PLASTER AND THE LIKE INTO
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
ENVIROATAMNTAL NOTES :
I. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A
(EXCLUDING ANY EXISTING MAN
MADE SLOPES).
2. THE MAXIMUM
VERTICAL
DEPTH OF CUT IS
1.5 FT AND THE MAXIMUM
VERTICAL HEIGHT OF FILL IS 0
FT
EMBANKMENT
3° A.) AVERAGE
DEPTH =
VOLUME
OF CUT
(C.F.) = 0.2 FT
OF
CUT
AREA
OF CUT
(S.F.)
B.) AVERAGE
DEPTH =
VOLUME
OF FILL
(C.F.) = N/A
OF
FILL
AREA
OF FILL
(S.F.)
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES
EGRESS AND NCLUDE USING NMATERIAL SUCH EAS GRAVEL NAND% R OFF ORRUGATED STEEL HALL I OWNER9S C A
PANELS /PLATES. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
CONSTRUCTION VEHICLES THESE PLANS.
A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING AND ROUTINE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
EROSION CONTROL THE IMPROVEMENTS.
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. AND STABILITY OF T TE.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION ,4 /�/ / %�_ 3, f2.
�O
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES° i /G! d i^- 6i�6'�
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE i • fLt-1- .`.S DATE
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY,' THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO
SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. APPROVAL AS PER PC RESOLUTION 2009 -33
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL
STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
FOR ALL FUEL STORED ON -SITE.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
FLOWS AND STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE_ THE PROPERTY
OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE
PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER.
BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL
STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH
MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS,
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED
VEGETATION CAN BE RECYCLED, NON- RECYCLABLE MATERIALS MUST BE TAKEN
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS
AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND
LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL
THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
LAIVDSCAPING
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15.
EVIEWED BY.' REVIEWED BY:
VIP
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THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEEER °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 PLANCHECK OR
REVIEW PERFOMED 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 TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORK PERFORMED BY THE ENGINEER.
BRIAN M. ARDOLINO DATE
�VIEWE BY.°
DATE:
SIGNATURE EXPIRES 2 YEARS AFTER DATE
REVIE BY.,
V1 By*
D
150
CUBIC
YARDS
EXCAVATION
(CUT)
0
CUBIC
YARDS
EMBANKMENT
(FILL)
150
CUBIC
YARDS
EXPORT
ESTIMATE DOES NOT INCLUDE STRIPPINGS UTILITY
TRENCH VOLUMES OR ANY OVEREXCAVATION, IF
REQUIRED BY SITE CONDITIONS
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR
PERMIT PURPOSES ONLY. (CALCULATED ON A
THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
DUE TO SHRINKAGE OR SWELL FACTORS).
REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE
DETERMINED. REFER TO SOILS REPORT FOR REMOVAL
AND RECOMPACTION DEPTHS.
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
LOT LINE
EXISTING CONTOURS -
LOT NUMBER PARCEL 1
EXISTING EASEMENT - - - - -
EXISTING EDGE OF PAVEMENT - - -
CENTERLINE
EXISTING WATER MAIN -
EXISTING SEWER MAIN
SETBACK LINE
EXISTING FENCE -
EXISTING PCC
PROPOSED BUILDING FOOTPRINT
PROPOSED WOOD FENCE
EXISTING DECORATIVE
STONE PER LANDSCAPE
EXISTING PAVERS
PROPOSED PERMEABLE BONDED DG GEOWEB
(BMP AREA) (40 LOA17146c)
SAWCUT LINE
EXISTING SEWER LATERAL
EXISTING WATER SERVICE
PROPOSED WATER SERVICE
LIMIT OF GRADING
PROPOSED GRAVITY RETAINING WALL
FLOWLINE DIRECTION
BMP AREA NOT TO BE MODIFIED WITHOUT
A PERMIT FROM THE CITY OF ENCINITAS
PROPOSED MODIFIED G -4 CURB & GUTTER
PROPOSED MODIFIED G -4 CURB & GUTTER ,
m 1,0v mojo P owas
REVIEWED BY'
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GRADING PLAN O
1491 & 149.1 .0.1. NEPTUINE AVENUE
PLANNING CASE N0: 09 -119
A.P.N. #254- 030 -35
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NOTES:
1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS
PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A
RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE
ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR
TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PROPERTY
THAT HAS NOT PREVIOUSLY BEEN 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.
2 FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS
SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND
DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLICE STORMORAIN SYSTEM. GRASS
AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT
BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
® PUBLIC UTILITIES, INGRESS & EGRESS EASEMENT
PER DOC. REC. MAY 23, 1945 IN BK 1878, PG 9B OF O.R.
THE EXACT LOCATION AND EXTENT OF SAID EASEMENT
IS NOT DISCLOSED OF RECORD.
LWD SEWER _ e ' JV Y • p w - 'J w V Y'' °✓ a -� v " .. J ±. ,. .. •l,sll(vtRE `C.. - mow- '
"f�. yr V .+ I
.• N07E:
NO TE o (FL786.41) V' 0 ALL RUNOFF FROM ROOF AND HANDSCAPE
I I I AREAS SHALL BE ROUTED TO LANDSCAPE FLOWLI DIRECTION
1. THE EXISTING SEWER IS AN B -IN. VITRIFIED CLAY PIPE (VCP). / . - :: ' = . - "X ." 30- 1 PROPOSED 2' MAX GRAVITY
*CONNECT.
r u k N AREA FOR BMP TREATMENT PRIOR TO (1% MI
IN LIEU OF CONNECTING LATERALS PER NOTE 4 ON SHEET 1, ON�1F PROPO ��,�y� i ! 1 " RETAINING WALL PER SDRSD C -9
CONTRACTOR MAY USE SADDLE CONNECTION PER FOLLOWING: DETACHED CO)VDOMINIUM,UNIT I, "~ DISCHARGE FROM THE SITE LIMIT OF GRA91NG
qq f I4 , r " y ..L " I TW =93. PRO D 6' WOOD FENCE
TO PROPOSE SEWER LA ERAL ( _ PROPOSED MODIFIED 1 i
s "I ° " I G -4 CURB AND GUTTER I BW =93. PER t f+I�SCAPE PLANS
a. PROVIDE A GPK PRODUCTS INC OR EQUAL, SADDLE WITH EPOM PER SEPARA BUILDING PLANS. ;.4 " l° TCr9t:00 - ," EX =92.59 TC =93.25
RUBBER GASKET SUITABLE FOR MOUNTING TO THE 10" OUTSIDE -� "�. �' F X91.90 ` -' ry " : SEE DETAIL THIS- SHEET.,RT TC =93.10 FL =92.75 / - =9 .0
°''" � " r TC -92.65 TW =95.0 TW =95.7
DIAMETER OF THE VCP PIPE. i =',� `1„ �" TC=99.25° TC =92.90
EXISTING ? A N FL =92.40 8 FL 92.60 - 3 C /
b. TRACE THE INSIDE GASKET DNA. AT A POSITION 45 DEG. ABOVE _ '� ` �� r =9Tk 00 .FL�J1 75 °., FL= .15 f N71 '18 43'E IV.
66' , \ BW =93.3 BW =95.7
HORIZONTAL W/ WYE ORIENTED TO DISCHARGE IN SAME DIRECTION SEWER LATERAL l _
AS FLOW. TO REMAIN] TI f - X 9 . 5 - -
C. CORE VCP PIPE TO MATCH THE SADDLE. *PROPOSED I _ YDR eVEiVA -T1 ", g 1111! " ,,. 1 I% 1% y /1% 1% 9 X, -' \ \
d. STRAP THE GASKET & PVC SADDLE TO THE VCP WITH TWO 1/2-IN. SEWER LATAAL (FL =E.65 RE D AND -FPL BED: T y.,> �•��:. �EX POWER POLE 70 REMAIN
WIDE TYPE 316 SS PIPE BANDS TIGHTENED TO 60 IN -LBS MIN. , ARJ; r' "' - - DRIVE =�
PER LWD S; 18 "` -'" . I : ; .; . .. co DG GEQWEB FG =93.3 \V I =X
I , m os - l EX 4.62 / / X
e. CAST A 2 -SACK SLURRY CONC. LUG MIN. 6 THICKNESS AROUND (� EX 82.56 VENfAY 6ME3 AREA FF- _ �$.
NEW SADDLE -WYE CONNECTION. CONC SHALL NOT EXTEND BEYOND TRENCH RES ,ACING 5' EX/jFl8�.6b - „_- 1 Ep 9p. g3: I X y2 TS FL -93.0 FG =93.3
WYE. PER CITY ST LARD T P BY GEOSYSTE MS' 4 8% @ r�CE I FL =93,3 /
"., SI T OA CITY APPRE7VEp , LIMIT EX� , "f PR D 6' WOOD
LWD SEWER A FZED WITHOUT A
PROPOSED 2' WIDE S 2% 5' / �DRI E FG =92.64 FG =92.64 F6792.64 EQUI►!ALENT ()T TO BALC ABOV PIF I FEn�ER
��+ AC SWALE ( DETAIL 's I P ED 1" \ ( \t� IT 'FROM .TtE CITY � FF 93.6 I GARAGE FG =93.3 I _ � _ LA / SCAR PLANS
COMVECTION NOTES: THIS SHEET) WAT SERiVI 10 FS 92 79 rn
EXI TI 1 WAS WS I aQ a➢� %i @� 0 (�YRICK LINE
20' 2 �' I 20' I }1%0 SSCO I LIMIT OF F CE
1. ALL NEW CONNECTIONS TO EXISTING SSEWER SHALL BE MADE c° BALCONY ABOVE FG =93.3 I
TO EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW I LOT--9,757 4 B ( i I
EXISTING WOOD DECK .� PROPOSED STAIRS I
MANUFACTURED WYES. STANDARD BELL AND SPIGOT OR PLAIN EXISTING DE ATIVE I^ I I FG =92.6Q FF =92.76 `�4 0 t I PER ARCHITECTURAL
END PIPE SPOOLS MATCHING THE EXISTING PIPE MAY BE USED STONES SET TO GRAD TW 7 m I _ _ I I
2 .5' \ @ FACE E J ^r 37 , PIIANS rn i
FOR INSERTING WYES INTO AN EXISTING SEWER. 11. BW 6 ;' 2% I v I ] \ FG =92,64 F�F =936 EX �3 ? FL =93.1 i �' ® I I
FL- 640 FA I .. 20
2. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM CENTERLINE 13 0' I �j D0S1 I
FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND NEPTUNE AVE E EX ERM I I I lu EXISTING PAVERSY D / I R�
BY
BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A �' III "1 �7< F °� 'N)U�1
DOWNSTREAM LWD SEWER IN LOCATIONS WITH SIGNIFICANT UPSTREAM P 0SED Iv I - � - EXISTING WOOD DECK t� IC)I�MNN � l � EX 4.6 � 2 v
FLOW. LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS SA T LINE IN Q EXISTING ! B GEOS TEMS P �o EX�94, 3
Ty FG -93.3 I
EQUIPMENT WITH FULL -TIME MANNED ONITORING. NO UNMANNED BYPASS 7 III ` INFILTRATION BASIN I Y A OVED I
SHALL BE ALLOWED. EXISTING
Bb4 % a XISTING / LIMIT PAD
THE % F I INFILTRATION BASIN EXISTING I L FL =93.0
I TI DRAIN I ET - DRAIN INLET Q FLOhILIN1E �IRECTION
3. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR FLOWLINE CTION \ ( FG =92.64 \ FG- .3 ,✓X 94.47 D (i %lMI(J)
COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME (1% MIN) I HY RANT \ / nn \ F = i FG =93.3
FL =9 .4 FG =93.3 •00'i 1
MATERIAL REQUIREMENTS AND OUTSIDE DIMENSIONS AS THE PIPE IS EXIS ING / 159.7 PSI) T - - - - - - - - - -R L _ :. - - - - - - - - - i FG=9 .3 0j
BEING PREPARED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER SERVICE" v• - - -- i
WA J _
GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOUROUGHLY TO AIN BW 81. 9 /
CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING (S). THE -
REPAIR CODLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN _..: ___
POL l0 REMAIN , r r . FL` -992 a , ., x 1.20,'15'E ,193. 1� i, ,.: _. TW= 9���'; FL =92.6 -
END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED EX
POWER E FL- 9.0
FL 92 8
TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO POSITION 7 LF EX/FL 6. VP29587 \ TW," 3� I ! � BW =J�.6 PROPOSED 6' WOOD FENCE
EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER APPROX. Wlo, i I " ` 9. ` API�FTOXIMA LOCATIORV "' 2, ( HATCHED ` REQ `91= PFSINTS PER LANDSCAPE PLANS
TO DST AM 1 LIMIT`: OF,ORA'lG {per g� OF EXISTING STOF�RAIN °T Q
REPAIR CODLINGS SHALL BE AS MANUFACTURED BY PW PIPE, OR EQUAL SEWER MA E BW jam: 9 J 7 TW =92.'7i ST(M" WA `POCLUT
APPROVED BY THE LWD DISTRICT ENGINEER. j B �,�Tmp 8, VP SEWER 1 "' B - 6 BW =92: CONTROL SWALE BE
€ MIN ° PEP _LCWD'" S -BUILT :.< o PRIVAFEL MAINTA AE AND
4. PVC OR VITRIFIED CLAY PIPE (PVC) SEWER PIPE AND WYES MAY BE \ D N'1478 DA NOV. 11, .i " ° A.. W, PROPOSED is MAX GRAVITY ti NOT TO,, 9 1QDIFIEQ ITHOUT
USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF I t COIa1TAACTQRWTtY VERIFY. ",; 3` 1 _x, -„ = ° , ., RETA M WALL PER SDRS6 C -9 A PEf►MIT =,FROM HIE TY
PLAIN END VCP TO VCP OR VCP TO PVC, A ROMAC INDUSTRIES INC. 1 ,..;m �, (SEE DETAIL THIS SH• T
\ d EX�iCTa.LOCATIOM``PAIOR° ,., I, S`
w
SYTLE 501, OR APPROVED EQUAL, STRAIGHT OR TRANSITION COUPLING \ fi 73UCT_IO�F. -. -- -- . - -__� =L f '� '` \� -- ';°
SHALL BE USED WITH A GASKET RANGE FOR EACH END OF THE COUPLING - - °` \. )
TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE _ _ - - 4 EXISTING 8" AC WATER
CODLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON ` - - MAIN - CONTRACTOR TO
PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 VERIFY EXACT LOCATION N
MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PRIOR TO CONSTRUCTION I
PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR ::E
WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 i 3'
STAINLESS STEEL. t EXISHNO RESIDENCE
s 22 \ �
4D GRADING PLAN / GRASSLINED BMP SWALE \
� w 1
� 2°
�� i� 'q£GoRRi►V�
3 L.A�DSCA�
y� 2% WALL
2' WIDE AC SWALE
SEE DETAIL SHEET 2
4" AC
EXISTING 4" AC OVER 6" AB
OVER 6" CLASS II AB NOTE:
CONTRACTOR TO TRANSITION PROPOSED
STREET IMPROVEMENTS TO EXISTING STREET
CONDITIONS TO THE SATISFACTION OF THE
CITY ENGINEER.
SECTION TYPICAL AVENUE
NOT TO SCALE
OVER 6" CL II AGGREGATE BASE
SEQ.
STREET
STATION OF INVERT LENGTH
OF
DROP TO
PROPOSED BUILDING
LATERAL
"n.1 ® 13iyw J VVIALM
UPSTREAM
BACKWATER
DASHED LIRE REPRESENTS
16" MAX DASHED LINE REPRESENTS EXISTING GRADE
EXISTING GRADE
8" MINI
MAIN
PER SEPARATE PERMIT
SLOPE %
ELEVATION AT PL
MH RIM
ELEV
VALVE
REO D
NOT TO SCALE
EXISTING
2' MAX GRAVITY RETAINING
I,
':°
AT PL
AT PL
24" WIDE AC SWALE
APN
254 - 030 -35
9+50.50 69.20 20'
* •.-z
EXISTING COAIRETE DRIVE -
WALL PER SORSO C -9
t _�
�- PROPOSED MODIFIED
2%
-
60.6
-`
TO THE & OVERLAY EX PAVEMENT
TO THE SATISFACTION OF THE
18 "t
5" 18"
FFF 7,( -s G-4 M AND GUT1ER
�
-
6
- r
~
SEE DETAIL THIS SKEET
FLOWLINE
CITY ENGINEER
_J1
t
"
AVOIFIED
BOALEO PERWABLE DG GEOEEB
�iI/r
��iill..
EXISTING
vj
FLONLINE
TC ELEVATION
1.70'
G-4 CURB AND GUTTER
DRIVEWAY BY GEOSYSTEMS
AC PAVING
2•
y!
10X
rX�
ON PLAN
PI
SEE DETAIL THIS SKEET
OR CITY APPROVED EQUIVALENT
SCALE 1 " =5°
'
2X
2%
®__ --
OVER 6• CL II AGGREGATE BASE
2' -6• R
FL ELEVATION
ON PLAN
N
SECT7®
18"
t
a•
e
1'
�.5• Fi a . _
�0.5'
�' "'
:� a:
�I
SCALE 1 " =5'
SCALE 1 " =5°
t
WNWL47FRAL DATA
SEQ.
STREET
STATION OF INVERT LENGTH
OF
DROP TO
LATERAL
INVERT
LATERAL
GFD(XID DEPTH
UPSTREAM
BACKWATER
LOT
N0.
LATERAL ELEVATION
AT MAIN LATERAL
MAIN
ELEVATION
SLOPE %
ELEVATION AT PL
MH RIM
ELEV
VALVE
REO D
REMARKS
AT MAIN
AT PL
AT PL
APN
254 - 030 -35
9+50.50 69.20 20'
11,65 FT
B1,25
2%
98.25 7,00 FT
60.6
NO
ETERUT
_AQ
I
4 i
DETACHED r NI u i <N k „ � h Ir -
70 PUPC al CEAIEF? , j_ PAi_
f E r_: F r PLANS
a
i If
yt�tf_u + M1 YP�'t
TO r,1C !
+,.
DROp ?'?sf i 14 > I
at WE s H EAL
�1(
;`r-ENC;4 P UNFA4 A
ITTY II
PROPOSED 2
Ai SCALE L,dr E1 ATt
j^lTS Sf i.0 1-Yr
Ck ru ? ` 7 tT)Pi r V
c r I: h- Ir,
r-VET” 1 t�Cgi�_ (; t, J11"f t'-: IA,
iI % MIN) yS
WA V Jr PV
r ,`7 L'pf"i7t i1V`
JF.z. (01 I_I'
Ur'� FI�'Ar %P
�I
tY
Yr'
3iv
FY /Ft
g.
GRAPHIC SCALE 1 " =10'
0 10 20 30
,
lA
JvfP "}�
G t6.4 9,
Ff
ALL ?JI tCj' r ,`-hPi# r7O r11= AND r" ;'r ;JC in_ _
INSTA L :STABILIZED .C° .._,• __ r u v. r _7 S X r,4
r r r a SHALL F' ! }J� OWL 1�dC� %.ir.
ENTRANCE - .. , iA lr"r,_r '(3f'f A,174E n .F: , ._ n ? pj i,? "-' ' l.. r., `" n ,v;' S u _ 1' . -x..t• ✓�
k.. , PER DETAIL 'TJi T �tE n J .r� 711 k
1 ENTRANCE i - 'Al ON"G b ' +� ,'_ n -_R SCRSC -
C p; \ \ - - T L VEL' 8AG CNEi�DN� zy _ _ T ;r C
r
ENT l = F _ __ GUTTER FLOWLINE EVERY l
I 1 ,5',` 3_ „ ALONG G E rw-_93, - nrr " n 6' r,n FENCE
i ',`_ • ...�.111�s_r_PJr.. P',t1r / ;x;;l r� . ....� dv','v +� tr'.�r_.
. - - ,- e r+ : ".. >.. Y'^'I Jp9EE_J x�lt�t_I fr-' -
fia�r' iFi', ri( G +;! 50 FT MIN ��,,= t �r::n n'c
I, �EU_rtt" r �' C L 7
1 .1_- ,_? uric, A. d;,, w r r_. i ., i � _f
`J ,` `fiT -' (71•... t_fr' - i .` Y ' , , , C: r'
rz ^ =C }cs -, F., f-f .'�'.�- i.,_.i, ,r. �..,: ,. -.r__ T7 t�f(C ti;- Ii-- r'tJ'7"_ ^'3,:r r- °�r >y- r'
lO- ' rc,-- ..4C,r�.� r L�
m o w S uu'A�. T �, ^ x T� -�_ iii �_ k< , _, - — ra�`�
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?1.I—.:fG.V r ^G.L)f f��rI l�S` i, -�
_- ,, - �Ux ✓.1'. '° FL 92. 15 i ' i � 3'' '496.66' �. v
.iCt ..= rlJ -_: .- r�C. +","�� OWP. ,.:_ ".._ - -.- r �, .. -� !,, ,- -..,_ -.- � ,," ;
-_1. r. ..`.".r ._
TN'
FMA
-.1 -... �$t ,r ±1`J t,.. x x x x X +
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_:'dr 4.2. -v .,.s. ° ° x ✓ ",cam. zR.G 'a ^r. _ .-?r, -.� „- y >..3 1. Ate, x x - -x X—_
r
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++ * %r F.. x f •,�.,, , � C/N�711��V 1¢�7188�&s� :l �atil � _,- GARAGE _... � X .._ � { - ..�X.w � t r.r C l
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,,;„,., I ♦'+ r- 'A_ 1' x 1'., \� + ' x x _ + X '�.. , �i `L �,. ` i » x Y 1-fi , ':ti I w 4 .. x 4t N_ \ x % + O 1
!{ "' * x * * x ry^ IN15T LL SILT FENCE AT TOE OF SLOPE
I� j-. ; 4. ' ° ` \ + t . Y �� .. ,.,..=...a,M _. _.,_.,<.. , r 'ham." I
.. x I x X :. x X. S._. ° �, �.i YI._�. -_"?v_ !�
i DETACHED
[� + * * +x F y * +c X yl ', i T % Tf` ;G DA jss `ii + xX * x % % x x
X - WOOD % + , * % + % +l x x ��yyG��A�M��G��Epp�� z % CONDOMINIUM UNIT
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CITY OF ENCINITAS POIVT P1004
-v. ..= .,.v -r,eo: r @aswamnmcwm c., aew �e,ay.. n. a nax cw..evu"
s
-_ -- F DATUM: NAVO 88
- -_ -- ELEVATION = 67.64
NOT TO SCALE
HORIZONAL 1 " =10'
VERTICAL N/A
RUN' ®F"F
x
M0119149. . ,..
NOT TO SCALE
1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE
RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY
NOTE.
POST- CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP
THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR
CONTRACTOR TO MODIFIY CONSRUCTION
OF ALL CONSTRUCTION OPERATIONS.
2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON
ENTRANCE IN THE FIELD AS NECESSARY
SOURCE CONTROL MEASURES, SUCH AS THE PROPER MEANS OF
DISPOSING OF POLLUTANTS, DIRECTING WAS WATER INTO
CONSTRUCT SEDIMENT BARRIER AND
OR STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD
CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE
CHANNELIZE RUNOFF TO SEDIMENT
POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER
AND SPILL CLEAN UP TECHNIQUES.
TRAPPING DEVICE
COARSE
REQUIRED TO BE STOCKPILED, THE STOCKPILES WILL BE
LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN ORDER TO
AGGREGATE
CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS
A
FILTER
WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE
COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE
FABRIC
BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED
®®
ORIGINAL
AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE
° °^
IRRIGATION IN THE EVENT OF RAIN AND IF THE SOIL IS
GRADE
° d °
°
° °
INSPECTED AND MAINTAINED TO ENSURE THAT OVER WATERING
°
4
„ WIDTH AS REQUIRED
° °
° °
Z
°
TO ACCOMODATE
°d° °
Q
°
° °
m
° ° ANTICIPATED TRAFFIC
OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED.
°
'A
°
°
1.1 MIN., UNLESS OTHERWISE
°° °d°
° ° d °
SPECIFIED BY A SOILS ENGINEER
CL
°
z
A
SECITON A -A
19' RADIUS
MIN.
20' MINI
I r tx § �* 0 �'; 'd
CITY OF ENCINITAS POIVT P1004
-v. ..= .,.v -r,eo: r @aswamnmcwm c., aew �e,ay.. n. a nax cw..evu"
s
-_ -- F DATUM: NAVO 88
- -_ -- ELEVATION = 67.64
NOT TO SCALE
HORIZONAL 1 " =10'
VERTICAL N/A
RUN' ®F"F
x
M0119149. . ,..
NOT TO SCALE
EROSION CONTROL 1491 & PLAN r`I
r y F
Fq 4 AVENUE
t���C�rL�1 ► � �' •l
A.P.N. #254 - 030 -35
V° \ 16B4G.oro2/17/20
092104 1
Q
X
V4
1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE
RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY
POST- CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP
THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR
FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION
OF ALL CONSTRUCTION OPERATIONS.
2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON
SOURCE CONTROL MEASURES, SUCH AS THE PROPER MEANS OF
DISPOSING OF POLLUTANTS, DIRECTING WAS WATER INTO
LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER
OR STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD
CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE
POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER
AND SPILL CLEAN UP TECHNIQUES.
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE
REQUIRED TO BE STOCKPILED, THE STOCKPILES WILL BE
LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN ORDER TO
REDUCE THE POTENTIAL FOR STORM WATER TO COME IN
CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS
FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES,
WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE
COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE
ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT
BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED
MATERIAL.
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN
AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE
IRRIGATION IN THE EVENT OF RAIN AND IF THE SOIL IS
SUFFICIENTLY SATURATED.
5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY
INSPECTED AND MAINTAINED TO ENSURE THAT OVER WATERING
IS MINIMIZED, BROKEN OR MALFUNCTIONING SPRINKLER
QPOFESSIO�
J �NAE( q!
�Z g9poF�
HEADS WILL BE REPLACED AS NEEDED, AND IN THE EVENT
THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR
Z
BREAKS REPAIRS WILL BE ARRANGED FOR AND THE
'
IRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN ENTIRELY
N0. 71651 o m
OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN
Exp. 12/31/11 a
OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED.
EROSION CONTROL 1491 & PLAN r`I
r y F
Fq 4 AVENUE
t���C�rL�1 ► � �' •l
A.P.N. #254 - 030 -35
V° \ 16B4G.oro2/17/20
092104 1
Q
X
V4