2012-11286 G (Plans)r � #Z)
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED "LIMITED SITE INVESTIGATION PROPOSED 4 -LOT
RESIDENTIAL SUBDIVISION, 1450 BLUE HERON AVENUE, CITY OF ENCINITAS,
CALIFORNIA" PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING,
INC., DATED AUGUST 9, 2005 ALL GRADING SHALL BE DONE IN ACCORDANCE WITH
THE RECOMMENDATIONS AND SPECIFICATIONS C01VTAINED IN SAID PEPOPT -AA17 ALSO
60[L f 96%2T OPDATE It EAST t; COJ� SOIL Co@*XAC* 0m Vkt o 9.7.12.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -
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.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS
OF 5:30 P.M. AND 730 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. 11286 -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 PONDING 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.
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.'
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.'
A. SEWERS - LWD (760) 753 -0155
B. GAS 6 ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT
C. WATER - OMWD (800) 422 -4133 DIG ALERT
D. TELEPHONE - SBC (600) 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.
REVISIONS 1 APPROVED 1 DATE 1 REFERENCES 1 DATE
L
AS '
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT PRIVATE
ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF
ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION.
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA
WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE
REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT
THE LWD SEWER STANDARDS GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE
FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON
THE JOBSITE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER
THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK
THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND OR MATERIALS WITHIN THE ONE YEAR
PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD
6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR
CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 4B HOURS NOTICE TO LWD PRIOR TO
CONSTRUCTION.
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE
ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF ANY
UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD_ DISTRICT ENGINEER
IN WRITING PRIOR TO CONSTRUCTION.
9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE
DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR
ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL
UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER.
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN
UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS.
11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL
LOCATION BY THE CONTRACTOR.
12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL THE
WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE
TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL
LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL
SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT
THE POINT OF CONNECTION.
13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS
14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED,
AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION
FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF
ALL OTHER UTILITIES AND UTILITY LATERALS.
15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL
BY THE LWD INSPECTOR PRIOR TO PAVING.
16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES OR
SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. STANDARD BELL AND SPIGOT
OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING
PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER.
17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE
EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR
PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEER. IN LOCATIONS WITH
SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRED TEMPORARY PROVISION OF DUTY AND
BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL
BE ALLOWED.
18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS
SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AND
OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS
SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY
CLEANED PRIOR TO INSTALLATION OF TEH REPAIR COUPLING(S). THE REPAIR COUPLING
SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND
ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED
BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC
SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL
APPROVED BY THE LWD DISTRICT ENGINEER.
19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -
IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP
TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501. OR APPROVED EQUAL, STRAIGHT OR
TRANSITION COUPLING SHALL BE USED WITH A GASKET RANGE FOR EACH END OF THE
COUPLING TO MATCH THE OUTSIDE DIAMTER OF THE PIPE ON THAT SIDE OF THE
COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536,
GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR
CODED TO THE TYPE OF CONNECTING PIPE. GASKEYS SHALL BE SBR PER ASTM D2000
MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL
BE TYPE 316 STAINLESS STEEL.
20. FINAL APPROVAL OF PLAN BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF
TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION.
IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE
DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN
UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE
MADE AT THE DEVELOPER EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER
PRIOR TO THE START OF CONSTRUCTION.
t,70 !t' j
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.
7 4�n'�'' TiYF
m�5 f §
CITY OF CARLSBAD CONTROL "CLSB -019"
STAMPED "RCE 30724"
LOCATED AT THE CENTER OF THE BULB,
190' S'LY OF INT. OF BELLA VISTA DR.
& BELLA LAGUNA CT, 20' E'LY OF C/L
PER ROS 17271 REC. 218102
DATUM: NAVD 88 EL: 361.834
OVVNER'S CERTIFICATE
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED
CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS
WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR
THE PROPER COMPLETION OF THE IMPROVEMENTS.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN
OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF
THE COMPACTION AND STABILITY OF THE SITE.
PHILLIP K. PRICE, TRUSTEE DATE °
PRICE FAMILY TRUST
1704 AVENIDA LA POSTA
ENCINITAS, CA 92024
C/0 TOM SANFORD
LORI A. PRICE, TRUSTEE DATE
PRICE FAMILY TRUST
1704 AVENIDA LA POSTA
ENCINITAS CA 92024
C/0 TOM SANFORD
S TA TEMENT OF ENGINEER OF WORK
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 RESPONSIBLIITY 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.
BY' fR 6 17.
BRIAN M. ARDOLIIU DATE
RCE No. 71651 ..nnF
PASCO LARET SUTTER & ASSOCIATES r
°NAEC Vwq!
535 N. COAST HIGHWAY 101 4qo
SOLANA BEACH CA, 92074 c PLEA 1936 71651
12/31/13
SOILS ENGINEER 9S CERTIHCATE
I, DIA LLO 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 THI SITE WAS MADE Y ME OR UNDER MY
DIRECTION BETWEEN THE DATES Q LLk OF AND 8 L4°1_1_.OS . 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 M A M A 2) 0 U 5. 3o l A L L O
HAVE REVIEWED THESE GRUDING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
BEEN INCOTjPORATED IN THEE GRADING PNS AND SPECIFICATIONS.
a E ' - - -
,BCE- NO.: ►2 7oLL----------------------
EXP. DATE. —1 R - 31_-2013 ------- - - - - --
EAST COUNTY SOIL CONSULTATION AND ENGINEERING
10925 HARTLEY ROAD, SUITE "I"
SANTEE, CA 92071
PROJECT NO. 05-1147D2(2)
PHONE: (619) 258 -7901
we-mm
1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT
LEAST 4B 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.C.E. NO. 71651
EXP. 12131113
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1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND
MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER
DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER
MAINS AND FACILITIES INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL
DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON
THE JOB SITE AT ALL TIMES.
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS SIX SETS) AS REQUIRED
BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION
MEETING WITH THE DISTRICT'S INSPECTOR.
3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME
AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE
DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN.
4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY
SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY.
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION
LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR
TO CONSTRUCTION.
6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR
SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF
WORK TO ARRANGE FOR INSPECTION OF THE PROJECT.
7. THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND
SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48
HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT
PHONE.' 600 -227 -2600)
B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS
LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY
CONSTRUCTION BEGINS.
9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE
APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER
LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY.
10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF
PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET.
11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS
WITH 4 ° MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE
SHALL BE PERMITTED.
12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW
POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER
BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE.
FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT
OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE.
13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET
FROM A SIDE LOT LINE. A 314 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING
CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS.
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE
DISTRICT'S PRIOR WRITTEN CONSENT.
15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIALO OR
INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMERS
SIDE OF WATER METER.
16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO
INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE
WHENEVER POSSIBLE.
18. FIRE HYDRANTS AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE
DISTRICTS STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE
FIRE DISTRICT.
19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT
REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE.
20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN
THE OMWO STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED
WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES.
21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041
OF THE OMWO STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM
FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED
IN THAT SPECIFICATION.
22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE
PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF
PIPES AND APPURTENANCES.
23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF
ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK,
TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE
DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF
ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL
ABUSE OR NEGLECT EXCEPTED.
24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY
APPROVED IN WRITING BY THE DISTRICT.
25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN
ACCORDANCE WITH OMWO STANDARD SPECIFICATIONS.
ENVIRONMENTAL NOTES:
1. 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 4.0 FT
AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 4.0 FT
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 2.2 FT
OF CUT AREA OF CUT (S.F.)
3. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 1.3 FT
OF FILL AREA OF CUT (&F.)
I'
FMM*e NM
i , , ,c , ►'
500 aBIC VAFW EXCAVATION (CUT)
260 CLBIC VAFW EN34APSENT 0=W
C(BIC VAFlOS EXPMT
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.
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
LOT LINE
EXISTING CONTOURS
EXISTING EASEMENT - - -
CENTERLINE -
EXISTING WATER MAIN
EXISTING SEWER MAIN - -
EXISTING SITE WALL
EXISTING FENCE -
PROPOSED BUILDING ENVELOPE
PROPOSED CONTOUR 350
PROPOSED 4" PVC DRAINPIPE
UNLESS OTHERWISE NOTED
PROPOSED 6" YARD DRAIN o
PROPOSED DRAINAGE DIRECTION
PROPOSED FLOWLINE
LIMITS OF WORK /GRADING W
PROPOSED RETAINING WALL
PER SDRSD
PROPOSED HARDSCAPE
PROPOSED BMP AREA
VICEWTYMAP
NTS
B1212012N. \Active Jobs \15936 Price \1936.dPIc6A 1936
m
Q
S�+
No. 71651
Exp. 12/31/13
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 N Coast Highway 101 Ste A Solana ]Beach, CA 92075
ph 858.259.8212 1 fs 858159.4812 1 pleaemgineering.com
` =*-11
GRAPHIC SCALE 1 " =20'
0 20 40 60
..
_ 20 � DP1[N�Al�er,
D C° j TOT of
'% FL Ai WET
kk �yQ ;y,NhLE uT ®Y8'ogeolk-
�L�c SEciloN C ®C,
... .s W K w1mv- /ITS
jam- --
MAMA CALCULATION
68055 LOT AREA = 16,916 5F
TOTAL AREA EXEMPT
FROM MAMA CALCULATION = 12,666 5F
TOTAL LAN05CAFE AREA = 4,225 SF * 42.9 = 181351.2 ETO
LAND56-AFE EFFICIENCY BMP NOTE5:
I. WATER I5 TO BE DIVERTED FROM HARD5GAPE AND ROOFS
INTO 5TORMWATER BMP AREAS.
2. IRRIGATION SHALL BE DESIGNED TO LANDSCAPE
IRRI6ATION EFFICIENCY NE6E55AR ( TO MEET MAMA
3, ALL IRRI6ATION SHALL BE 6ROUPED INTO HrDROZONE5
AND VE516NED TO DELIVER WATER TO H(DROZONE5 BIASED
ON MOISTURE REQUIREMENTS
4. ALL IRRI6ATION TO BE INSTALLED WITH CONTROLLERS WITH
RAIN SENSING 5HUTOFF AND 501L MOISTURE SENSIN6 DEVICES
5. PLANTS, WHERE POSSIBLE, WILL BE ROOT WATERED VIA
SOAKER HOSES OR XERISCAFIN6
6. DROU6HT TOLERANT PLANTS AND LOW WATER USE PLANTS
ARE TO BE USED THROUGHOUT THE LAND56AFE
1. H16H WATER USE PLANTS WILL BE LIMITED
"BMP 5. TURF AREAS ARE TO BE HELD TO AN ABSOLUTE MINIMUM.
1 LOWER WATER USE TURF SHALL BE USED WHEN FO551BLE.
9 A MAINTENANCE SCHEDULE SHALL BE PROVIDED INGLUDIN6:
", Aac Cote lk
'SS DprWalxs
4SWA& SWR6t°
To SMF tAToSV*t[e&3
Ar CITY spa&igmo,
'L
I
4' 10" MAX. HT
PET. WALL PER
SDRSD C -4
r
INSTALL 5" PCC OVER
COMPACTED NATURAL GRADE SECTION B B
p DE Ifisr mid Ole. T-9 R
y° 310.32' --ws-
L ,
I I
NOT TO SCALE
PEDESTRIAN ACCESSV� RA
EASEMkNT9 \�w
I
I
® I r" I A
N
EXISTING 5'
PCC SIDEWALK
ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET
IN WIDTH DURING CONSTRUCTION AND MAINTAINED
FREE AND CLEAR, IN6LUDIN6 THE PARKING OF
VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA
FIRE AND THE ENCI NI TAS FIRE DEPARTMENT
PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING
CONSTRUCTION MATERIALS TO THE PROJECT SITE
ALL OF THE FOLLOWING CONDITION5 SHALL BE
COMPLETED TO THE SATISFACTION OF THE FIRE
DEPARTMENT:
- ALL WET $ DRY UTILITIES SHALL BE INSTALLED S
APPROVED BY THE APPROPRIATE INSPECTING
DEPARTMENT OR A6ENC1';
- AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING
SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL
WEATHER SURFACE FOR EMERGENCY VEHICLES;
- ALL FIRE HYDRANTS SHALL BE INSTALLED, IN
SERVICE $ ACCEPTED BY THE FIRE DEPARTMENT d
APPLICABLE WATER D15TRICT
FCC DRIVEWAY SHALL HAVE A DEEP BROOM FI N15H
PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL,
OR EQUIVALENT, FOR SLOFE5 6REATER THAN 15%.
ALL COMBINED FENCES AND WALLS OR FENCE/ MALLS
LOCATED NEXT TO EACH OTHER SHALL NOT EXCEED
6' IN HE16HT
ACCE55 ROADS SHALL SUPPORT THE IMF05ED LOADS
OF FIRE AFFARATU5 NOT LE55 THAN 15,000 LB5.
2" HARDWOOD MULCH/
GRASS COVER OR CITY
APPROVED EQUIVALENT
24" ENGINEERED SOIL
6" * SEE NOTE BELOW
* BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP
"SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50 -60% SANQ 20 -30% COMPOST OR HARDWOORD MULCIi AND
20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS
AND ALSO FREE OF NOXIOUS WEEDS.
** 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE
BIORETENTION BASIN IS 4% OF TIE IMPERVIOUS AREA DRAINING TO IT.
ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 1" BELOW
ADJACENT FINISHED SURFACE
EXISTING 6" G-2
CURB 6 GUTTER
DETAIL — LANDSCAPE BMP
NOT TO SCALE
e�—�®-
4 lrly vblt W%LL.
TER oluD I
4" PCC
OVER COMPACTEt
NATURAL GRADE
4A1K
IBELLA
VISTA
DRIVE
RTW
I
EX SIDEWALK
EXISTING G -2
CURB 6 GUTTER
812712012N. \Active Jobs \1936 Price \1936RkS4 1936
A. IRRIGATION WATERING, RUNOFF, EROSION OR IRRIGATION
— s
SYSTEM FAILURE
NINGS TO BE REMOVED AND
B. MINIMIZING OVER5PRA'ON6 ONTO HARDSCAFE AREAS
WIDE CURB OPENINGS TO
G. REPLACEMENT OF DEAD, DYING OR DISEASED VEGETATION
0' ING . ROCK RIBBONS TO
ORDINGLY. PCC RIBBONS TO
D. ERADICATION OF INVASIVE 5PEGIE5
T EACH 4" CURB OPENING.
E. REPAIR IRRIGATION SYSTEM $ 6OMFONENT5
IJC)
F. REPLENI5HIN6 MULCH
O v�
6. 501L AMENDMENT WHEN NECE55AR K TO SUPPORT AND
MAINTAIN HEALTHY PLANT GROWTH.
Q
H. FERTILIZIN6, PRUNIN6, WEEDING AND MAINTAINING HEALTHY
PLANT GROWTH
N o
I. MAINTAIN TO AVOID OBSTRUCTION OF MOTORISTS VIEW5.
1p) LZ
J. IDENTIFY WHO 15 RESPONSIBLE TO MAINTENANCE
V.-
10. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE
e Q1
WATER FEATURES
�-
11. MULCH WILL BE USED ON SLOPES LE55 THAN 3:1 TO A DEPTH
54' RIGHT OF WAY
PER TPM 06 -164
OF 3 TO MINIMIZE EVAPOTRANSPIRATION.
Xj�' PUBLIC PEDESTRIAN ACCESS
12. 501L AMENDMENTS WILL BE USED TO CREATE AND MAINTAIN
EASEMENT PER TPM 06 -164
A HEALTHY 6ROWIN6 MEDIUM FOR ALL PLANT MATERIAL.
501L TE5TIN6 MILL BE UTILIZED TO IDENTIFY ANY SOIL
8" VCP sEwEP
DEFICIENCI' AND OFFER AMENDMENT RECOMMENDATIONS.
WATER MAIN
13. THE ESTIMATED TOTAL MATER USE SHALL NOT EXCEED THE
MAXIMUM APPLIED WATER ALLOWANCE (MAMA).
", Aac Cote lk
'SS DprWalxs
4SWA& SWR6t°
To SMF tAToSV*t[e&3
Ar CITY spa&igmo,
'L
I
4' 10" MAX. HT
PET. WALL PER
SDRSD C -4
r
INSTALL 5" PCC OVER
COMPACTED NATURAL GRADE SECTION B B
p DE Ifisr mid Ole. T-9 R
y° 310.32' --ws-
L ,
I I
NOT TO SCALE
PEDESTRIAN ACCESSV� RA
EASEMkNT9 \�w
I
I
® I r" I A
N
EXISTING 5'
PCC SIDEWALK
ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET
IN WIDTH DURING CONSTRUCTION AND MAINTAINED
FREE AND CLEAR, IN6LUDIN6 THE PARKING OF
VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA
FIRE AND THE ENCI NI TAS FIRE DEPARTMENT
PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING
CONSTRUCTION MATERIALS TO THE PROJECT SITE
ALL OF THE FOLLOWING CONDITION5 SHALL BE
COMPLETED TO THE SATISFACTION OF THE FIRE
DEPARTMENT:
- ALL WET $ DRY UTILITIES SHALL BE INSTALLED S
APPROVED BY THE APPROPRIATE INSPECTING
DEPARTMENT OR A6ENC1';
- AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING
SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL
WEATHER SURFACE FOR EMERGENCY VEHICLES;
- ALL FIRE HYDRANTS SHALL BE INSTALLED, IN
SERVICE $ ACCEPTED BY THE FIRE DEPARTMENT d
APPLICABLE WATER D15TRICT
FCC DRIVEWAY SHALL HAVE A DEEP BROOM FI N15H
PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL,
OR EQUIVALENT, FOR SLOFE5 6REATER THAN 15%.
ALL COMBINED FENCES AND WALLS OR FENCE/ MALLS
LOCATED NEXT TO EACH OTHER SHALL NOT EXCEED
6' IN HE16HT
ACCE55 ROADS SHALL SUPPORT THE IMF05ED LOADS
OF FIRE AFFARATU5 NOT LE55 THAN 15,000 LB5.
2" HARDWOOD MULCH/
GRASS COVER OR CITY
APPROVED EQUIVALENT
24" ENGINEERED SOIL
6" * SEE NOTE BELOW
* BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP
"SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50 -60% SANQ 20 -30% COMPOST OR HARDWOORD MULCIi AND
20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS
AND ALSO FREE OF NOXIOUS WEEDS.
** 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE
BIORETENTION BASIN IS 4% OF TIE IMPERVIOUS AREA DRAINING TO IT.
ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 1" BELOW
ADJACENT FINISHED SURFACE
EXISTING 6" G-2
CURB 6 GUTTER
DETAIL — LANDSCAPE BMP
NOT TO SCALE
e�—�®-
4 lrly vblt W%LL.
TER oluD I
4" PCC
OVER COMPACTEt
NATURAL GRADE
4A1K
IBELLA
VISTA
DRIVE
RTW
I
EX SIDEWALK
EXISTING G -2
CURB 6 GUTTER
812712012N. \Active Jobs \1936 Price \1936RkS4 1936
NOTES STORMWATER POLLUTION CONTROL BMP NOTES
m 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 61 (HORIZONTAL .t*r�
TO VERTICAL) OR STEEPER WHEN THEY AREA: RELA11 ►E TO CONSTRUCTIONACTIVITIES
A. THREE FEET OR MORE N HEIGHT IN FILL AREAS
4 �! I w
_ B. FIVE FEET OR IN HEIGHT IN CUT AREAS IkEESS SLOPE IS NOT SIBLECT TO CONCRETE WASHOUT
Q EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED
cm° I - BY THE CITY ENGINEER. 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,
15' SETBACK - - / ) I 3 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING
� \ F I LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
-�� 2 360 3. HYDROSEEDNG MIX SHALL CONSIST OF ALL THE FOLLOWING: CONSTRUCTION SITE ACCESS
SILT FINE PER 35 I ®� A. SEED MIX SHALL CONSIST OF NO LESS THAN A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND
- - - - _ _ _ _ _ _ DETAIL S ET ° I - 1. 20 LBS PER ACRE OF ROSE CLOVER INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH
364 — — —— —
\ \ 364 - 356-- .',.' i 2. 20 LBS PER ACRE OF ZORRO FESCUE AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES.
\ - - - - 362 - - - - - - - - - - - - - - - -- -362 -- - - - -- - - - �' ��� 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
P a 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA RUCTION VEHICLES
U \ - - - - - - - - - ?�' 3 I.L. 5. 3 LBS PER ACRE OF ALYSSUM (CARPER OF SNOW) CONS'
360 - - - - - - - - - - - - - - - - - - - - - -
\ \ 360 - - - - - - - ION N 6. T� PER ACHE lE F DIKORPHOLECA
SUBSECTION REA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR
--- — — — — — 358
`° w :, PER Z 7. C, QE AND F OF THIS SUBSECTIQV MAY BE OMITTED ON LOCATIONS A SPECIFIC A VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE.
- � - - - - 358 � � � S VI S SHALL BE MADE OFF SITE.
- -- 356 B11A�9`'
_ _ ON VEHICLES PARKING
- - -'- 5A' ° O 8TEMA OF THIS SECTION' MUST IS
ENOCIXA WITH A (ITROGENP FIXING EROSIONCONTROL
ER
BACTERIA AND APPLIED DRY EITHER BY MILLING OR BROADCASTING BEFORE
N
In
1
HYROSEEDING. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
o. •. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOSSITE N UNOPENED ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATION, AND
BONDED
A. :v: ' ;:: � : ,. CERTIFICATION TAG ATTACHED T0, �i PRINTED ON SAID CONTAINERS. ��Y SURFACES MATRIX.
°- _ BE ADDED TO THE HY(1905EED
- SURF
'- 10. NON -PHYTO -TOXIC WETTING AGENTS MAY
AT THE DISCRETION OF THE CONTRACTOR. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DINING WET WEATHER.
B. TYPE 1 MULCH APPLIED AT THE RATE OF MC LESS THAN 2000 , LBS PER ACRE. TYPE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
�CrR1
L� a 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED SITE, CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
a`M1 FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY TEMPORARY EROSION CONTROL MEASURES.
(BRA BAG MECHANICALLY PUCCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
L d - REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL
(TYP) a C. FERTILIZER R D AST THE RATE AM OI LBPHOSPHATE SULFATE, 16 -20 -0, WHITH 15% BE CONDUCTED IN PHRASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER.
a o DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,' THEY HELP DECREASE EROSION.
° S 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY., TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
En IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND 8ND THE SOIL.
® \ 0 _ 1. TRACK WALKING SLOPES STEEPER THAN 6 :1.
pl 2. RIPPING AREAS THAT WILL NOT BREAK IF USING ITEM 1 ABOVE. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
5 a : e ° o `L ACTIVITIES ARE COMPLETE.
3 ' 3 m Cu p B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.'
�I 1p � 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT WATER USAGE FOP OUST CONTROL SHALL BE MINIMIZED.
I \ \ ' / ° ®� ~ ti ~ E1 B G ® m 2 SATURATED
THE ADDITION BED.
F SOIL AMEAD ENTS PH ADJUSTMENT, LEACHING OR COVERING ON -SITE CONSTRUCTION MATERIAL STORAGE
SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
34 CHECK D � -L
L9 •� STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
;S� HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY
PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
L OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
PERMANENT LANDSCAPING UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. STORED ON -SITE.
g
ab
° ° ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
° v ° 1�- AU Aa T PRQAERTY DI511,11WCE M71E
� �. °, ° ®. ', .@ . s :., ,•+. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC.
z Q ® ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND
r_ IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
\ \ CHEDCLDAMG C1� o ° � ' ° ( I PROPOSED WORK, WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWER MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER
Typ ° I B'fnPV S. ER MAIN MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. AT ALL TIMES.
®..'.: .v. GRAVE I I °_ ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
1 O II�E :.' . .:
AUTHORIZED N WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WOW TO TRAINING
°• BE ISSDED FOR THE PROTECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
1 SILT FENCE PER - E B" VCP SEWER CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCNNITAS SHALL BE
\ DETAIL THIS SHEET 1 I ADIDm NAL DOTES TRAINED TO FAMILIAR WITH THE CITY OF ENCNITAS STORMWATER POLLUTION CONTROL
\ (RYP) - - - - - - - 350 - - - - - 3 REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
\ _ _ - - - - / qq , m 1 A WATER MAIN 1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
- - - ., I - ?' MATING) MIST BE IMPLEMENTED WHERE APPLICABLE TO Pf7EVENT SOIL EROSION ON SITE. PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
n - - - 350 - - - - - - - - - - - - - - - 348 - 3:1 ARIA�E - - - - SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS GRAVEL BAGS) MUST BE STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
- - - - - -- -
- - - - -- - - - -- 34A
- -- - - - -- 348 +
- - ----------- - - - - -- -- FX�R1UFIfOF Y
- - - - - - - - 3 _ N PLACE TO PREVENT ERODED SOIL FROM LEAVING SIZE. MATERIALS MANAGEMENT BMP
� AXIS' ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT WASTE MANAGEMENT
- - - - -- - - -- -- -- -- --- - - - - -- HAZARDOUS (E.G. CONCRETE PLACEMENT I t =" ';... - CONTRACTOR TRUCTION MATERIALS. DUMPING OFRLUNUSED OR WASTE PRODUCTS ON
346 `�-: MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM G. CONCRETE OR
a. ' , , .. . ,.. , ..:.... o::' :: `.,'r : ; ; • ::..'::.' : ' b' .: -, . .., .:. ' '•: ' ' : '; .., : ` .:' ,... Q+ OF PORTABLE OVERPERVIOUS SINRFACE F� INVUSEDCONS
.:.. ... ,... .... .: a .r• ®., `R : '• `• ,. ., b..:. q... ; . , :.., ... 4. : m : a.' „ .. - p •`„ .• .: ' :• :. ,' j e `.. a M I CONVEYANCE SYSTEM IS
e LS F�L THE GROUND, WATER CAN CARRY THE INTO THE ON
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA
' .'. \r. r ®•. ; � , .� ,.. - STRICTLY PROHIBITED.
.: -''.. MEANS STORM RUNOFF GENERATED AMC CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF,
\ o ROUE DRAIN DRIVEWAY, AMC STREET. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES
' • . ":.o'. ' SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. OUdPSTEA LIDS SHALL REMAIN
cn SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES % z — BELLA V167A DRIVE \ \ _ °: ALLL (505 S. VULCAN AVE, ENCNITAS CA 92024) AND ARE APPROVE AS PER PC RES. WITH AMPERV IOU MROOFI NG ,OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT
— �— — MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PANTS VEHICLE
S S S \ S S S S S S r S S,� °" :�.
� 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
M M M M M M M M M INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
- COARSE
'' ` ' e , > °_ '
AG
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
`.� `.�
" o.. , o... GATE
RECEPTACLES AROUND HE SITE
PER TPM 06 -164 FILTER
\ ` / _ _ _ - - _,' FABRIC PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR
ORIGINAL LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE
GRADE 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
d
° HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
LEGEND 1.1 ' MIN., UNLESS OTHERWISE
1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO SPECIFIED BY A SOILS ENGINEER
4 BY 4 IN (10 BY 10 CM) THE POSTS.
LOT LINE TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS. SEC°ITONA -A
SILT FENCE —X X—
GRAVEL BAG o0000000000
CONTRACTOR TO MODIFIY CONSRUCTION
CONSTRUCTION ENTRANCE - / / ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
4 IN (10 CM) TRAPPING DEVICE
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE \ A
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH. ° ° ° °
•¢ ad ° ° ° GRAPHIC SCALE 1 " =20'
z ° A ° ° ° ° WIDTH AS REQUIRED
T
��® _ ° ° ° d ° ANTICIPATED TRAFFIC 0 20 40 60
�( I I IIII III � FILTER FABRIC II ° ° °°
W °
WIRE °d
° ° ° ° °
° °d ° °
RUNOFF TWO LAYERS OF GRAVEL BAGS pFESSjO
WITH ENDS OVERLAPPED < 19' RADIUS `� �OeZ HAEL q ql
as BUILT BETWEEN MIN' 20' MIN �QQ� 9�o�Fz m PASCO LARET SOURER
Exp. 12/31/13
� &ASS ®CDA1fES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
BRIAN ARDOLI DATE SILT FENCE DETAIL GRAVEL BAG DETAIL CONSTRUCTION ENTRANCE DETAIL, �q CI VZ� � 535 1°T Coast Highway 101 Ste A Solana Beach, DA 92075
R.C.E. NO. 71651 OF CA�IF�
EXP. 12131113 NOT TO SCALE NOT TO SCALE NOT TO SCALE ph 858.259.8212 fz 858,259.4812 plsaengineering.com
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCE PLANNING & BUILDING DESIGRNCED BY DRTRG BY CHECKS BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. I BMA
- CITY OF CARLSBAD CONTROL "CLSB -019" PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED DETAILS & TYPICAL SECTIONS FOR'
STAMPED "RCE 30724" REVIEWED q5
^^ ,,�
LOCATED AT THE CENTER OF THE BULB, HORIZONAL I"=20' -� DATE: °Z7°! BY: 11286-G
- - 190' S'LY OF INT. OF BELLA VISTA DR. MA� M�AHER, C42519 GR G LDS 1438 BLUE HERON AVE
& BELLA LAGUNA CT, 20' E'LY OF CIL $ •ZP��12- R. C. E. NO. 71651
PER AOS 17271 NEC. 218102 VERTICAL N/A BRIAN M. ARDOLINO DEPUT CIT ENGINEER
DATUM: NAVD 88 EL: 361.834 DATE' EXP. 12 -31 -13 DATE:.. 30 DATE: - 12 -008 CDP A.P.N. #216 - 122 -52 SHEET 3 OF 3
8 127 12012NAActive Jobs \1936 Price \1936DIM 1936