2012-11147 G (Plans)GRAD17VG NOTES
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 GEOTECHNICAL INVESTIGATION
AND EVALUATION FOR THE PROPOSED NEW COSTA AZUL WINERY TO
BE LOCATED AT 934 NORTH COAST HIGHWAY, ENCINITAS, CALIFORNIA
92024" PREPARED BY ENGINEERING DESIGN GROUP, DATED JANUARY 5,
2012. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
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.
8. 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 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. 11147 -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.
BRIAN M. ARDOLIN DATE
R.C.E. NO. 71651
EXP. 12131113
REVISIONS I APPROVED
NOTIFICATIONS
NOTES CONTINUED:
SOILS ENGINEER'S CERTIFICATE
CONTROL
EROSION BE
ENVIRONMENTAL NOTES:
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED.
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET.
(EXCLUDING ANY EXISTING MAN MADE SLOPES).
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
ENCINITAS, CA 92024
ON THESE PLANS, HOWEVER:
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4.0 FT
DIRECTION BETWEEN THE DATES / -Ull- AND i -ull . ONE COMPLETE
STORMWATER POLLUTION CONTROL BMP NOTES
AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 4.0 FT
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
RELATIVE TO CONSTRUCTIONAC711VITIES
3. A,) AVERAGE DEPTH = VOLUME OF CUT (C. F.) = 2.2 FT
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
OF CUT AREA OF CUT (S. F.
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
CONCRETE WASHOUT
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
3. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 1.3 FT
OF COMMENCEMENT OF WORK:
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
OF FILL AREA OF CUT (S. F.
SIGNED: �-n
WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT R
A. SEWERS - LWD (760) 753 -0155
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
OWNER'S CERTIFICATE
;,.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT
BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO
Nl
i'
CONSTRUCTION SITE ACCESS
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
C. WATER - SDWD (800) 422 -4133 - DIG ALERT
ENGINEERING DESIGN GROUP EXP. 9/30/20I1 x if
THESE PLANS.
D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
E. CABLE TV - COX (800) 422 -4133 - DIG ALERT
PANELS /PLATES.
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
PHONE: (760) 760) 839-7302
STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS.
ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 4B
CONSTRUCTION VEHICLES
THE IMPROVEMENTS.
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
WATER NOTES (SANDIEGUITO WATER DISTRICT)
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
PHONE: (760) 633 -2770.
A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, 1
AND STABILITY OF THE SITE.
REJECTION AND REMOVAL.
EROSION CONTROL
SOILS ENGINEER'S CERTIFICATE
CONTROL
EROSION BE
°
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
SURFACES EROSIONCBY INSTALLING
I, ERIN I-IS'f A REGISTERED CIVIL ENGINEER IN THE STATE OF
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
KRITIN'E LOGAN
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
677 SANTA FE DRIVE
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
ENCINITAS, CA 92024
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
4.
DIRECTION BETWEEN THE DATES / -Ull- AND i -ull . ONE COMPLETE
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
STATEMENT OF ENGINEER OF WORK
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES
ENGINEER, FURTHERMORE, I
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
BEEN INCOR ORATEP3 TN- E GRADING PLANS AND SPECIFICATIONS.
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
CURRENT STANDARDS AT THE OWNER'S EXPENSE.
SIGNED: �-n
UNNECESSARILY,• THEY HELP DECREASE EROSION.
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT R
_ , Q�oF�ssia
RCE NO.: (o5�z� � \ E.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
;,.
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
EXP. DATE: q -11- o�S X0.65527 iz
BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO
Nl
i'
1R�
SHIELD AND BIND THE SOIL.
H_
JASPER STREET
ENGINEERING DESIGN GROUP EXP. 9/30/20I1 x if
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
6.
21221 MONTEIL ROAD ,
SAN MARCOS, CA 92069 C
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
GRADING ACTIVITIES ARE COMPLETE.
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
of cauc °./
PROJECT: -1
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
PHONE: (760) 760) 839-7302
STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS.
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
7.
ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
ON -SITE CONSTRUCTION MATERIAL STORAGE
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
WATER NOTES (SANDIEGUITO WATER DISTRICT)
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
PROJECT
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL
SERVING.
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING
STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
SITE
TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS
FOR ALL FUEL STORED ON -SITE.
THE WORK PERFORMED BY THE ENGINEER.
EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, 1
COMMITTEE (WASC) .
JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL P
PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
PACIFIC
EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER F
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
OCEAN
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF OR THE EXISTENCE
BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN
FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
THE LIMITS OF THIS PROJECT.
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER 2
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE
BARRIER AROUND THE PERIMETER AT ALL TIMES.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE
QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, L
CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD
TRAINING
BMP STATUS:
DATE
LEGAL DESCRIPTION
LOT 4 AND 5, BLOCK 3 OF SOUTH COAST PARK,
NO. 2, IN THE COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO MAP NO. 1859,
FILED IN THE OFFICE OF THE COUNTY RECORDER
SEPTEMBER 21, 1925.
A.P.N.:
254 - 313 -04 & 05
SITE ADDRESS
934 N. COAST HWY 101
ENCINITAS CA. 92024
DEVELOPER
CHRIS VAN ALYEA
2829 CEDARWOOD WAY
CARLSBAD, CA 9200E
(760) 579 -2800
ESTIMATED EARTHWORK QUANTITIES
250 CUBIC YARDS EXCAVATION (CUT)
100 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.
8. C
VERIFIED. ALL OR WITHIN 10 FEET OF
VICWHY AI AP
PROPOSED WATEREMAINSNSHALLPBEPSHOWNUONLIMPROVEMENTGPLANS. ELECTRICAL
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION
ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS
{ n
BY SAN DIEGUITO WATER DISTRICT.
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
NTS
BY.•
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
4.
CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE
OWNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
STATEMENT OF ENGINEER OF WORK
9. A
ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES,
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES
WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS R
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS.
WASTE MANAGEMENT
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
NOTES: P
IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO
ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
CURRENT STANDARDS AT THE OWNER'S EXPENSE.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT R
RECYCLING RECEPTACLES AROUND THE SITE. 5
AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
5.
UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER
PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE P
SERVICES.
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE F
FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND P
PLSA IBB6
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
6.
MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER.
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
HYDRANTS AND SAN DIE60 GAS AND ELECTRIC VAULTS.
BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS.
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
7.
ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY A
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE
LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET T
SERVING.
COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. L
LWD SEWER SERVICELATERALINSTALLATIONC0WLIANCENOTEs
MATERIAL.
THE WORK PERFORMED BY THE ENGINEER.
8. C
CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD
BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM M
MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS,
EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL V
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED {
{ n
REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. V
VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN B
BY.•
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR B
BRIAN M. ARDOLINO
9. A
ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL I
INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. W
WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS R
AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
RCE No. 71651
NOTES: P
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND P
PASCO LARET SUITER & ASSOCIATES
1. O
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT R
RECYCLING RECEPTACLES AROUND THE SITE. 5
535 N. COAST HIGHWAY 101
AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE S
SOLANA BEACH CA, 92074
TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE P
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE F
FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND P
PLSA IBB6
LOCATION OF THE PROPERTY LINE IS. L
LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
SURFACES.
2. A
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
3. N
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY A
AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET T
THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. L
LWD SEWER SERVICELATERALINSTALLATIONC0WLIANCENOTEs
4. E
EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, 1
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT,
JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL P
PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY
EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER F
FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING
ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM O
OR AFTER CONSTRUCTION.
LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE
NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER 2
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE
QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, L
LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE B
BMP STATUS:
COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE R
REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS P
PRIORITY PROJIBGT
TOILETS OVER A PERVIOUS SURFACE. C
CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST M
1
CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER S
MAINTAINED BY (y3(,jFFj(yt�f�'�l
STANDARDS GOVERN. L
STORMWATER MAINTENANCE AGREEMENT
11 1
LEUCADIA WASTEWATER DISTRICT ENCIlVITAS FIRE PROTECIZON DIST. SAN DMGU= WATER DISTRICT
SEWER SYSTEM: APPROVAL REVIEW D REv
B : r _
ST E DEERIN6� -- _ 26514 DATE:
LWD DISTRICT ENGINEER T DATE:
SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED SIGNATURE EXPIRES 2 YEARS AFTER DATE
DATE I REFERENCES DATE BENCE MARK SCALE F PLANNING & BUII.DING
CITY OF ENCINITAS CONTROL POINT ENC -32
. .( FD. 2" SO. CO. DISK IN THE TOP OF EAST
-- - CURB OF VULCAN AVE. 200' NORTH OF E ST. HORIZONAL N/A
& 2.5' NORHT OF THE DRIVEWAY INTO THE
ENCINITAS CITY ADMINISTRATION OFFICES,
AS SHOWN ON RECORD OF SURVEY NO. 18415. VERTICAL N/A
REVIEWED BY:
DATE:
ENC MTAS PARES & RBCREATION DEPT.
DOC NO _ ------ DATED ANQ _ 2d
ENC NUAS PUBLIC WORKS DEPT.
REVIEWED BY: _
J*zy/L --
DA TE,
No. 71651
Exp. 12/31/13
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY LINE - -
NEIGHBORING PROPERTY LINE
PROPOSED CONTOURS 255
EXISTING CONTOURS - _- - -
EXISTING EDGE OF PAVEMENT �Tr - 'Z- -
CENTERLINE -
EXISTING WATER MAIN - -`vv -- - - -- i>
EXISTING SEWER MAIN -
EXISTING OVERHEAD POWER LINE --- -- - - - -P- -
EXISTING CHAINLINK FENCE X -- X --
EXISTING MANHOLE G
DRAINAGE DIRECTION
PROPOSED STORMWATER VAULT - - - - - -
PROPOSED BUILDING
PROPOSED RIBBON GUTTER
PROPOSED 6" CURB
PROPOSED WATER SERVICE W C
PROPOSED 2'x2' INLET GRATE
FOR STORMWATER VAULT
PROPOSED HARDSCAPE AREA
PROPOSED D6 AREA
PROPOSED PAVERS
TRENCH RESURFACING
LANDSCAPING
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.
EXISTING ONSITE PROPOSED ONSITE
IMPERVIOUS AREA IMPERVIOUS AREA
(EXCLUDING ROOFTOPS) (EXCLUDING ROOFTOPS)
4,503 SF HARDSCAPE 2,005 SF HARDSCAPE
__ ue5ibneu nr unnwn ar uMtuKtu nr
WGM WGM WJS APPROVALS
PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED ,,/� pro -
DATE: I� °II._ BY:�,�y - -� ' (L
T. MASIH MAHER
R.C.E. N0. 71651 FDkLAWRE E A. WATT
- C42519
BRIAN M. ARDOLINO PUBL C W RKS DIRECTOR
EXP. 12 -31 -13 DATE: p��T -�� -� DATE:2
PASCO LARET SUITER
ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 N Coast Highway 101 Ste A SaRana Beach, ACA 92075
Ph 858.259.8212 1 ffz 859.259.4812 1 Ipisaengineerin g.c®m
CITY OF ENCINITAS ENGINEERING DEPARTMENT I DRAWING NO.
GRADING PLAN FOR:
934 N. VV
COAST HY 101 11147 -G
CASE NO. 11 -072 MUP /DR /COC /CDP A.P.N. #254- 313 -04 & 05 SHEET 1 OF 3
O
m
�P
m
a
n
c�
m
m
__ ue5ibneu nr unnwn ar uMtuKtu nr
WGM WGM WJS APPROVALS
PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED ,,/� pro -
DATE: I� °II._ BY:�,�y - -� ' (L
T. MASIH MAHER
R.C.E. N0. 71651 FDkLAWRE E A. WATT
- C42519
BRIAN M. ARDOLINO PUBL C W RKS DIRECTOR
EXP. 12 -31 -13 DATE: p��T -�� -� DATE:2
PASCO LARET SUITER
ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 N Coast Highway 101 Ste A SaRana Beach, ACA 92075
Ph 858.259.8212 1 ffz 859.259.4812 1 Ipisaengineerin g.c®m
CITY OF ENCINITAS ENGINEERING DEPARTMENT I DRAWING NO.
GRADING PLAN FOR:
934 N. VV
COAST HY 101 11147 -G
CASE NO. 11 -072 MUP /DR /COC /CDP A.P.N. #254- 313 -04 & 05 SHEET 1 OF 3
O
m
�P
m
a
n
c�
m
m
PASCO LARET SUITER
ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 N Coast Highway 101 Ste A SaRana Beach, ACA 92075
Ph 858.259.8212 1 ffz 859.259.4812 1 Ipisaengineerin g.c®m
CITY OF ENCINITAS ENGINEERING DEPARTMENT I DRAWING NO.
GRADING PLAN FOR:
934 N. VV
COAST HY 101 11147 -G
CASE NO. 11 -072 MUP /DR /COC /CDP A.P.N. #254- 313 -04 & 05 SHEET 1 OF 3
O
m
�P
m
a
n
c�
m
m
TRASH ENCLOSURE PER
- v - - - -- ARCHITECTURAL PLANS
FS 52.99
INSTALL
FIRE LAA
REMOVE, TING
CINL -
I' K
INSTALL AUTOMATIC SHUTOFF` 53.10
VALVE CONNECTED TO A RAINffD:1Q Fs
IRRIGATION SHUTOFF CONTROL
LOCATED IN TRASH ENCLOSURE
24'
HYDROCARBON FIL TER -
8Y KRISTAR ENI
ALLEY IMPROVEMENTS OR CITY APPROVES EQUI
PER IMP DWG 11147-1 ' I RELOCATE
!EXISTING; L
CATCH BAS
IN�
PER IMP
TG 52.07
IE IN 48.92 I
1E OUT 47.06 I
PCC RIBBON TER ; § di
PER IMP 11147-1
di
i R
! I
26 f
,
INSTALL TRASH ENCLOSURE
AREA �1A ?N r0 ULTIMATELY
DISCHARGN Tb PILL IC
-Sf ER -SYSTEM : CO
(FS 53.19 -
- 1.0% FG 53.0
I SEWER
CIT OF ENCINITAS
ryHA�
90' E017W &W
3201 GAL SAND /OIL SEPARAT F_B
/ •'
BY UENSEN PRECAST OR CITY 20
APP VED EOUIVALE 1 45'
IG7 x r H16H, o A
I i oI o. L 76 �� �& KOK � a� r- � -
I FS 53 - GAL GREASE IIVCf�T�' ' z
50 0
Y JENSEN PRECAST OR LWL7'�f ( y62rr f," I o
i
CLASS I 4" �E ;RIPE PLUMBING POUF ENT PER ' `h ` �l U 1 c
i' UWING PLANS f k
20 CO ' AFN254- 313-04 I V ;
53 u
OD BMP -AREA -NOT TO BE MODIFIED
WITHOUTi- PERMISSION OF THE CITY �'
" PVE P f OF ENCIRITAS ? I 117
��g
FG 53 L,., FF .11 FG 53.81 55.83
FS 54 i .. y
SAT' -9, b `}
�,ryy�{ DISTRICT TO REMOVE EXISTING
FS 53.53 DDWNd TIAaa S WATER METER AND SERVICE TO
e.
a a { . (F _ 8E KILLED AT MAIN AT OWNER S
B.3% ° °� OUTLET - 2.0% ° a ,e a I. I EXPENSE
FS 53.34
° to d�r I REMOVE & REPLACE CURB
4 0 5 (S74' "M !10.00') FS 55.62 TS 56.00 ° i CUT WITH CURB & SIDEWALK _
BIKE N/4.16.3EQF RS 55 60 I ` PER SDRSD 6-6 & 6-7 °
i
RACK -PIPE
BALpW PAEVEMT pNS, 50. ' �- - - -� - -- REMOVE EXISTING CHAINLILWC
B:' yiV. TS 55.89V FENCE FOLLOWING THE
FS 53.48 TitS05 �j BS 55.52 1 fe K; c7 a COMPLETION CONSTRUCTION
- a.1 ° a 1
EX SEWER MAIN -' Vim' "`I�i §TALC �A1 i
(� PER SDRSD D rA ° INSTALL 1 CKFLQ�_,_
531.,r W/ 1" CU OUTL�IPE J' VICE PER i1S WR b1 I
r. WITH 1/2 MAX a ° { DISTRICT TO INSTALL Vr WATER
�t XE�y cr Qx `
IMp- I ; t f , ;; FS 53.42 TG 53.35 f1�j - R r,, IN SERVICE PER WAS WS -01 & WC -17 11
a 77`_' IE 48.86 E c ` /,- �aRS FS 56.00 ° t W AT OWNERS EXPENSE
1•.•53` I i ` °
INSTALL PERVIOUS BRIC�K`r 4 , TS 55.89 i (FS 55 28)
PAVERS W/ BASKET WEAVE V1 srft n 1 3' TRENCH RESURFACING
PATTERN BY OACO OR CITY _ �''� { ➢ o ) PER SDG -1071 CITY OF
so
APPROVED EQUIVALENT �, ENCINITAS STD. ONG.
(PER DETAIL THIS SHEET)
!; % PR BLDG I _GH , s 1
r h FS 53.36 r t` G�W � E r t ., u �� _
b - - F WlV
A i E� _' , � CLASS II AB 6,. J I PAP W.60 ( EXISTING 12" ACP
L-' -146T4 ATC BUILDING WALL T PER WO -70 -7
AOJ� 1,, FS 53.30 SEE ARCH PLANS
Gina 1 1 3`i Voats OIL EGtu�J 1
1114 11►�1'/ L 5 _
i
f. IK JZ� L%� 1�'DO1 &j 4A REMOVE EXISTING
CHAINLINK FENCE �^ �
EX aL ` ' L IFS 53. ' s2. s INSt�u. �. ?V(', FS 50.5, I i (FS 55.54) 1
���� 1 X FS 5322 � � -- � � � � � Ci 3
1
TALL P RK : �: i� : -:- T -i.�; -- - - - - • a r • i d_
F
LANE ✓ R ��� 16 29 K 110.05
4 !6'30'E !!0.00'1
tfRt c�3��>!'1:�11PEM1
i
M r1A�c CP6wA1
i�• S3 17
IE' ov d Ns.sb�
I.
RIGHT -OF -WAY
ALLEY
20'
SEE IN 1114
FOR ALLEY IMPROV
I CLEANOUT PER
SDRSD D -9, A4
SEE IMP 11147 -I
- GRADING PLAN
SCALE: 1'=10'
REFER TO FOUNDATION PLAN
FOR PATIO THICKNESS
( PROPERTY LINE PROPOSED BUILDING
54.45'
22'
10 YR FLOO F 5
1 EL = 55.37 ... - .. .
FS 53.25 INSTALL PAVERS B "XIS" OPENINGS TO BE
INSTALLED 10' O/C TO
FS 53.5 EXISTING
ALLOW FLOODWATER TO
;r v, r J . L r < • r 1 = T - O. A ENTER DETENTION AREA
STRUCTURAL-WALLS
- - --
GROUND
PER ARCHITECT LNG S 3' PCC O,
V E, R
03 * 7 Z S_A#M 04-0
FS 50.5 L-jwfwL
"w51v_ ,
1" CU PERFORATED 1" CU OUTLET PIPE &
PIPE W/ 11'2" 112" OPENINGS CROSS SECTION A
OPENINGS
BRIAN M. ARDOLINO
R.C.E. NO. 71651
EXP. 12131113
REVISIONS
I
S 1
PROPERTY LINE
Imo- RIGHT -OF -WAY
PAM'" I N. GOA5T HWY 101 1
I 1
EXISTING
FS 56.0
PCC WALK
- I
S`fAUCTURAL WALLS
PER ARCHITECT DWGS
(SEE BLDG PLAN
�:: . N0. 1 29
PROPERTY LINE
I
1
50.5'
35'
10 YR FLOOD
EL = 55.3
FG 53.0
N
Z
Kii
c� �f
n-,
�I
r�.
�..
h
c -;
52® &ALLON
5AND - 01 L I NTERC-EPTOR
M10PEL JP520EE =50
TRAFFIC RATEi�) AC GrE TE1i ICY UPC®
24" CAST IRON FRAME 4 COVER
51DE VIEW WITH GASKET (TM STANDARD)
(OUTAKIA Y) � AS REQUIRED
12" MIN. 2492 RISM -30, 6' OR 12'
WHEN SUBJECT
TO TRAEIG
4 24"
r f 4 "PVC, INLET
r Y, * OUTLET
T PIPE AND
FITTINGS
STANDARD
4' -6"
INSTALL DECORATIVE
PERVIOUS PAVERS BY
ORCO AQUABRIC OR CITY
APPROVED EOUIV
2" BEDDING PER
MANIEACT[FfR S SPECS
Ill
4" - 3/8" GRAVEL
8 -12' - 112" GRAVEL
0 o a o00 ��o
I
3" PERFORATED NATURAL GRADE
PVC SIMAIN
PAVER DETAIL
NOT TO SCALE
3' -O"
TOP VIEW
(COVERS # RISERS REMOVED)
o LIQUID GAPAGITY: 320 GALLONS.
MIFUMJM EXCAVATION SIZE:
❑ TANK DE516NED FOR H -20 TRAFFIC WHEEL LOAD WITH DRY 6' -T X II' -S' X DEPTH READ.
501L GONDITION5 (WATER TABLE BELOW TANK)
EARTH COVER OVER TANK NOT TO EXCEED b FT.
❑ SUITABLE NATIVE OR SUB -BA5E SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS.
THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL
BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REGUIREMENT5 OF THE PROJECT
WEST EAST GEOTEGHNIGAL ENGINEER.
o FOR COMPLETE DESIGN AND PRODUCT INFORMATION GONTAGT JENSEN���P�RRECAST.
HN AND DETAIL O THIS R 10 OI -03 'A VJTE PRECAST AND NO15006.JP -W dwg D PT IN OONNECTION WITH IT5 OWN 0 200P Jensen Precast ID INVENTION RICH 5 ARE RESERVED
I io' so• _I •
4" AC OVER 6"
CLASS II AB
MIN. SECTION
49.5'
PROPOSED 3' CONC RIBBON
GUTTER - 7.5" CONC OVER 6"
CLASS II AB PER SDRSD 6 -13
ON - ALLEY
PROPERTY LINE
12.4' PROPOSED BUILDING
FS 55.79. FF 56:1
-lt PEDESTRIAN RAMP
REFER TO FOUNDATION
T PLANS FOR PCC THICKNESS EXISTING
114 GROUND
i
,
SRUCTURAL WAS-
I
fYt.
r - PER 7E �"�'�.Ii2 a
� I QBX a FS 50.5 vSrAt "I
1
t .- Egg I! -t
��- �•-r'�
DG BMP AREA -�-` _ °..
PER DETAIL CROSS CATCH
!.ROSS SECTION B � - -BASIN PER SDRSD
NOT TO SCALE
NOT TO SCALE FIRE NOTES:
PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONTRUCTION
TRASH ENCLOSURE NOTE: MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS
THE PROPOSED TRASH ENCLOSURE SHALL BE FITTED TO COMPLY WITH STORM WATER BEST SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT:
MANAGEMENT PRACTICE REQUIREMENTS, THE TRASH ENCLOSURE SHALL HAVE AN IMPERVIOUS,
NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE 1. ALL NET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY
ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY;
INSTALLED AT ALL OPENIN65 TO HOLD IN ANY LIOUID5 THAT ESCAPE FROM THE DUMPSTER
AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE
BERM CAN BE OE516NED HIDE AND FLAT TO ALLOW ROLLING OF THE DUMP5TER IN AND OUT. TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY
THE ENCLOSURE SHALL HAVE A DRAIN THAT D15CHAROE5 THRO06H AN ADEQUATELY 51ZED VEHICLES; AND
fl+113 OIL /GREASE SEPARATOR AND THEN IS FILTERED THROUGH A CITY- APPROVED
DATE HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM NOT 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED
TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT
REQUIRED FOR THI5 STRUCTURE.
VON
NOT TO SCALE
5
r\
v
EXISTING VHAMAUt SYbILM
BUILDING
*'ENGINEERED SOIL" LAYER SHALL BE
MINIMUM 24" DEEP 'SANDY LOAM" SOIL
MIX WITH NO MORE THAN 5% CLAY
DUE TO CLOSE PROXIMITY CONTENT. THE MIX SHALL CONTAIN 50 -60%
OF EXCAVATION TO SAND, 20 -30% COMPOST OR HARDWOOD
-.-NEIGHBORING
MULCH
AND 20-30% TOPSOIL
EIG H BORING P
SEEK PERMISSION TO
GRADE LETTER IF NECESSARY DG BMP AREA DETAIL
STRUCTURAL WALLS /
PER ARCHITECT DWGS NOT TO SCALE
RO
W GRAPHIC SCALE
0 10 20 30 0
QpOFESSIO, a
Q�O�ZCNAEL q9�F
>L 4p Z
wm ND. 71651 om
¢ Exp. 12/31/13 a
J'T CIVIC- OQp
q� OF CALIF
TYPICAL SECTION - N. COAST HWY 101
NOT TO SCALE
NO
m
00
N
0
0
v
PLANNING W BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
APPROVED DATE REFERENCES DATE $EN("HMARK SCALE WGM WJS
CITY OF ENCINITAS CONTROL POINT ENC -32 PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED ^ / GRADING PLAN FOR: (� r
' � .rj FD. 2" SD. CO. DISK IN THE TOP OF EAST REVIEWED BY: BY : -� ��L/�` � � 734 N COAST HWY 1 01 1 1 147 -<T
• CURB OF VULCAN AVE. 200' NORTH OF E ST. HORIZONAL 1 " =10' DATE:- •IZ•
& 2.5' NORHT OF THE DRIVEWAY INTO THE � � �-. MASIH MAHER FpQLA RENC A. WATT
R.C.E. N0. 71651
ENCINITAS CITY ADMINISTRATION OFFICES, y� � PUBLIC WORKS DIRECTOR
AS SHOWN ON RECORD OF SURVEY N0. 18415. VERTICAL N/A - pATE.• BRIAN M. ARDOLINO EXP. 12 -31 -13 DATE: Q/ 1%/ I t DATE: � -���'� CASE N0. 11 -072 MUP /DR /COG /COP A.P.N. #254 - 313 -04 & 05 SHEET 2 OF 3
E _
_ EXISTING FIRE HYDRANT AT
APN 25+313- I
INTERSECTION OF JASPER ST
AND N COAST HWY 101
LANDSCAPING (N74'16'30'E 110.00') �� i >
> µ (
(2500 GPM)
N74444016`35 "E 110.05' = I
_ r
SNO
pcf-
�rRi ;a, FG 53.73 I
I
^0u
HATCFEQ AREA PRESENTS c' 'o 1
1
BMP AREA NOT `,TO BE MODIFIED �✓ <<
I
WITHOUt PERMISSION THE
a C
90' E017W &W
3201 GAL SAND /OIL SEPARAT F_B
/ •'
BY UENSEN PRECAST OR CITY 20
APP VED EOUIVALE 1 45'
IG7 x r H16H, o A
I i oI o. L 76 �� �& KOK � a� r- � -
I FS 53 - GAL GREASE IIVCf�T�' ' z
50 0
Y JENSEN PRECAST OR LWL7'�f ( y62rr f," I o
i
CLASS I 4" �E ;RIPE PLUMBING POUF ENT PER ' `h ` �l U 1 c
i' UWING PLANS f k
20 CO ' AFN254- 313-04 I V ;
53 u
OD BMP -AREA -NOT TO BE MODIFIED
WITHOUTi- PERMISSION OF THE CITY �'
" PVE P f OF ENCIRITAS ? I 117
��g
FG 53 L,., FF .11 FG 53.81 55.83
FS 54 i .. y
SAT' -9, b `}
�,ryy�{ DISTRICT TO REMOVE EXISTING
FS 53.53 DDWNd TIAaa S WATER METER AND SERVICE TO
e.
a a { . (F _ 8E KILLED AT MAIN AT OWNER S
B.3% ° °� OUTLET - 2.0% ° a ,e a I. I EXPENSE
FS 53.34
° to d�r I REMOVE & REPLACE CURB
4 0 5 (S74' "M !10.00') FS 55.62 TS 56.00 ° i CUT WITH CURB & SIDEWALK _
BIKE N/4.16.3EQF RS 55 60 I ` PER SDRSD 6-6 & 6-7 °
i
RACK -PIPE
BALpW PAEVEMT pNS, 50. ' �- - - -� - -- REMOVE EXISTING CHAINLILWC
B:' yiV. TS 55.89V FENCE FOLLOWING THE
FS 53.48 TitS05 �j BS 55.52 1 fe K; c7 a COMPLETION CONSTRUCTION
- a.1 ° a 1
EX SEWER MAIN -' Vim' "`I�i §TALC �A1 i
(� PER SDRSD D rA ° INSTALL 1 CKFLQ�_,_
531.,r W/ 1" CU OUTL�IPE J' VICE PER i1S WR b1 I
r. WITH 1/2 MAX a ° { DISTRICT TO INSTALL Vr WATER
�t XE�y cr Qx `
IMp- I ; t f , ;; FS 53.42 TG 53.35 f1�j - R r,, IN SERVICE PER WAS WS -01 & WC -17 11
a 77`_' IE 48.86 E c ` /,- �aRS FS 56.00 ° t W AT OWNERS EXPENSE
1•.•53` I i ` °
INSTALL PERVIOUS BRIC�K`r 4 , TS 55.89 i (FS 55 28)
PAVERS W/ BASKET WEAVE V1 srft n 1 3' TRENCH RESURFACING
PATTERN BY OACO OR CITY _ �''� { ➢ o ) PER SDG -1071 CITY OF
so
APPROVED EQUIVALENT �, ENCINITAS STD. ONG.
(PER DETAIL THIS SHEET)
!; % PR BLDG I _GH , s 1
r h FS 53.36 r t` G�W � E r t ., u �� _
b - - F WlV
A i E� _' , � CLASS II AB 6,. J I PAP W.60 ( EXISTING 12" ACP
L-' -146T4 ATC BUILDING WALL T PER WO -70 -7
AOJ� 1,, FS 53.30 SEE ARCH PLANS
Gina 1 1 3`i Voats OIL EGtu�J 1
1114 11►�1'/ L 5 _
i
f. IK JZ� L%� 1�'DO1 &j 4A REMOVE EXISTING
CHAINLINK FENCE �^ �
EX aL ` ' L IFS 53. ' s2. s INSt�u. �. ?V(', FS 50.5, I i (FS 55.54) 1
���� 1 X FS 5322 � � -- � � � � � Ci 3
1
TALL P RK : �: i� : -:- T -i.�; -- - - - - • a r • i d_
F
LANE ✓ R ��� 16 29 K 110.05
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RIGHT -OF -WAY
ALLEY
20'
SEE IN 1114
FOR ALLEY IMPROV
I CLEANOUT PER
SDRSD D -9, A4
SEE IMP 11147 -I
- GRADING PLAN
SCALE: 1'=10'
REFER TO FOUNDATION PLAN
FOR PATIO THICKNESS
( PROPERTY LINE PROPOSED BUILDING
54.45'
22'
10 YR FLOO F 5
1 EL = 55.37 ... - .. .
FS 53.25 INSTALL PAVERS B "XIS" OPENINGS TO BE
INSTALLED 10' O/C TO
FS 53.5 EXISTING
ALLOW FLOODWATER TO
;r v, r J . L r < • r 1 = T - O. A ENTER DETENTION AREA
STRUCTURAL-WALLS
- - --
GROUND
PER ARCHITECT LNG S 3' PCC O,
V E, R
03 * 7 Z S_A#M 04-0
FS 50.5 L-jwfwL
"w51v_ ,
1" CU PERFORATED 1" CU OUTLET PIPE &
PIPE W/ 11'2" 112" OPENINGS CROSS SECTION A
OPENINGS
BRIAN M. ARDOLINO
R.C.E. NO. 71651
EXP. 12131113
REVISIONS
I
S 1
PROPERTY LINE
Imo- RIGHT -OF -WAY
PAM'" I N. GOA5T HWY 101 1
I 1
EXISTING
FS 56.0
PCC WALK
- I
S`fAUCTURAL WALLS
PER ARCHITECT DWGS
(SEE BLDG PLAN
�:: . N0. 1 29
PROPERTY LINE
I
1
50.5'
35'
10 YR FLOOD
EL = 55.3
FG 53.0
N
Z
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5AND - 01 L I NTERC-EPTOR
M10PEL JP520EE =50
TRAFFIC RATEi�) AC GrE TE1i ICY UPC®
24" CAST IRON FRAME 4 COVER
51DE VIEW WITH GASKET (TM STANDARD)
(OUTAKIA Y) � AS REQUIRED
12" MIN. 2492 RISM -30, 6' OR 12'
WHEN SUBJECT
TO TRAEIG
4 24"
r f 4 "PVC, INLET
r Y, * OUTLET
T PIPE AND
FITTINGS
STANDARD
4' -6"
INSTALL DECORATIVE
PERVIOUS PAVERS BY
ORCO AQUABRIC OR CITY
APPROVED EOUIV
2" BEDDING PER
MANIEACT[FfR S SPECS
Ill
4" - 3/8" GRAVEL
8 -12' - 112" GRAVEL
0 o a o00 ��o
I
3" PERFORATED NATURAL GRADE
PVC SIMAIN
PAVER DETAIL
NOT TO SCALE
3' -O"
TOP VIEW
(COVERS # RISERS REMOVED)
o LIQUID GAPAGITY: 320 GALLONS.
MIFUMJM EXCAVATION SIZE:
❑ TANK DE516NED FOR H -20 TRAFFIC WHEEL LOAD WITH DRY 6' -T X II' -S' X DEPTH READ.
501L GONDITION5 (WATER TABLE BELOW TANK)
EARTH COVER OVER TANK NOT TO EXCEED b FT.
❑ SUITABLE NATIVE OR SUB -BA5E SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS.
THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL
BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REGUIREMENT5 OF THE PROJECT
WEST EAST GEOTEGHNIGAL ENGINEER.
o FOR COMPLETE DESIGN AND PRODUCT INFORMATION GONTAGT JENSEN���P�RRECAST.
HN AND DETAIL O THIS R 10 OI -03 'A VJTE PRECAST AND NO15006.JP -W dwg D PT IN OONNECTION WITH IT5 OWN 0 200P Jensen Precast ID INVENTION RICH 5 ARE RESERVED
I io' so• _I •
4" AC OVER 6"
CLASS II AB
MIN. SECTION
49.5'
PROPOSED 3' CONC RIBBON
GUTTER - 7.5" CONC OVER 6"
CLASS II AB PER SDRSD 6 -13
ON - ALLEY
PROPERTY LINE
12.4' PROPOSED BUILDING
FS 55.79. FF 56:1
-lt PEDESTRIAN RAMP
REFER TO FOUNDATION
T PLANS FOR PCC THICKNESS EXISTING
114 GROUND
i
,
SRUCTURAL WAS-
I
fYt.
r - PER 7E �"�'�.Ii2 a
� I QBX a FS 50.5 vSrAt "I
1
t .- Egg I! -t
��- �•-r'�
DG BMP AREA -�-` _ °..
PER DETAIL CROSS CATCH
!.ROSS SECTION B � - -BASIN PER SDRSD
NOT TO SCALE
NOT TO SCALE FIRE NOTES:
PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONTRUCTION
TRASH ENCLOSURE NOTE: MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS
THE PROPOSED TRASH ENCLOSURE SHALL BE FITTED TO COMPLY WITH STORM WATER BEST SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT:
MANAGEMENT PRACTICE REQUIREMENTS, THE TRASH ENCLOSURE SHALL HAVE AN IMPERVIOUS,
NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE 1. ALL NET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY
ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY;
INSTALLED AT ALL OPENIN65 TO HOLD IN ANY LIOUID5 THAT ESCAPE FROM THE DUMPSTER
AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE
BERM CAN BE OE516NED HIDE AND FLAT TO ALLOW ROLLING OF THE DUMP5TER IN AND OUT. TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY
THE ENCLOSURE SHALL HAVE A DRAIN THAT D15CHAROE5 THRO06H AN ADEQUATELY 51ZED VEHICLES; AND
fl+113 OIL /GREASE SEPARATOR AND THEN IS FILTERED THROUGH A CITY- APPROVED
DATE HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM NOT 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED
TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT
REQUIRED FOR THI5 STRUCTURE.
VON
NOT TO SCALE
5
r\
v
EXISTING VHAMAUt SYbILM
BUILDING
*'ENGINEERED SOIL" LAYER SHALL BE
MINIMUM 24" DEEP 'SANDY LOAM" SOIL
MIX WITH NO MORE THAN 5% CLAY
DUE TO CLOSE PROXIMITY CONTENT. THE MIX SHALL CONTAIN 50 -60%
OF EXCAVATION TO SAND, 20 -30% COMPOST OR HARDWOOD
-.-NEIGHBORING
MULCH
AND 20-30% TOPSOIL
EIG H BORING P
SEEK PERMISSION TO
GRADE LETTER IF NECESSARY DG BMP AREA DETAIL
STRUCTURAL WALLS /
PER ARCHITECT DWGS NOT TO SCALE
RO
W GRAPHIC SCALE
0 10 20 30 0
QpOFESSIO, a
Q�O�ZCNAEL q9�F
>L 4p Z
wm ND. 71651 om
¢ Exp. 12/31/13 a
J'T CIVIC- OQp
q� OF CALIF
TYPICAL SECTION - N. COAST HWY 101
NOT TO SCALE
NO
m
00
N
0
0
v
PLANNING W BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
APPROVED DATE REFERENCES DATE $EN("HMARK SCALE WGM WJS
CITY OF ENCINITAS CONTROL POINT ENC -32 PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED ^ / GRADING PLAN FOR: (� r
' � .rj FD. 2" SD. CO. DISK IN THE TOP OF EAST REVIEWED BY: BY : -� ��L/�` � � 734 N COAST HWY 1 01 1 1 147 -<T
• CURB OF VULCAN AVE. 200' NORTH OF E ST. HORIZONAL 1 " =10' DATE:- •IZ•
& 2.5' NORHT OF THE DRIVEWAY INTO THE � � �-. MASIH MAHER FpQLA RENC A. WATT
R.C.E. N0. 71651
ENCINITAS CITY ADMINISTRATION OFFICES, y� � PUBLIC WORKS DIRECTOR
AS SHOWN ON RECORD OF SURVEY N0. 18415. VERTICAL N/A - pATE.• BRIAN M. ARDOLINO EXP. 12 -31 -13 DATE: Q/ 1%/ I t DATE: � -���'� CASE N0. 11 -072 MUP /DR /COG /COP A.P.N. #254 - 313 -04 & 05 SHEET 2 OF 3
S 1
PROPERTY LINE
Imo- RIGHT -OF -WAY
PAM'" I N. GOA5T HWY 101 1
I 1
EXISTING
FS 56.0
PCC WALK
- I
S`fAUCTURAL WALLS
PER ARCHITECT DWGS
(SEE BLDG PLAN
�:: . N0. 1 29
PROPERTY LINE
I
1
50.5'
35'
10 YR FLOOD
EL = 55.3
FG 53.0
N
Z
Kii
c� �f
n-,
�I
r�.
�..
h
c -;
52® &ALLON
5AND - 01 L I NTERC-EPTOR
M10PEL JP520EE =50
TRAFFIC RATEi�) AC GrE TE1i ICY UPC®
24" CAST IRON FRAME 4 COVER
51DE VIEW WITH GASKET (TM STANDARD)
(OUTAKIA Y) � AS REQUIRED
12" MIN. 2492 RISM -30, 6' OR 12'
WHEN SUBJECT
TO TRAEIG
4 24"
r f 4 "PVC, INLET
r Y, * OUTLET
T PIPE AND
FITTINGS
STANDARD
4' -6"
INSTALL DECORATIVE
PERVIOUS PAVERS BY
ORCO AQUABRIC OR CITY
APPROVED EOUIV
2" BEDDING PER
MANIEACT[FfR S SPECS
Ill
4" - 3/8" GRAVEL
8 -12' - 112" GRAVEL
0 o a o00 ��o
I
3" PERFORATED NATURAL GRADE
PVC SIMAIN
PAVER DETAIL
NOT TO SCALE
3' -O"
TOP VIEW
(COVERS # RISERS REMOVED)
o LIQUID GAPAGITY: 320 GALLONS.
MIFUMJM EXCAVATION SIZE:
❑ TANK DE516NED FOR H -20 TRAFFIC WHEEL LOAD WITH DRY 6' -T X II' -S' X DEPTH READ.
501L GONDITION5 (WATER TABLE BELOW TANK)
EARTH COVER OVER TANK NOT TO EXCEED b FT.
❑ SUITABLE NATIVE OR SUB -BA5E SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS.
THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL
BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REGUIREMENT5 OF THE PROJECT
WEST EAST GEOTEGHNIGAL ENGINEER.
o FOR COMPLETE DESIGN AND PRODUCT INFORMATION GONTAGT JENSEN���P�RRECAST.
HN AND DETAIL O THIS R 10 OI -03 'A VJTE PRECAST AND NO15006.JP -W dwg D PT IN OONNECTION WITH IT5 OWN 0 200P Jensen Precast ID INVENTION RICH 5 ARE RESERVED
I io' so• _I •
4" AC OVER 6"
CLASS II AB
MIN. SECTION
49.5'
PROPOSED 3' CONC RIBBON
GUTTER - 7.5" CONC OVER 6"
CLASS II AB PER SDRSD 6 -13
ON - ALLEY
PROPERTY LINE
12.4' PROPOSED BUILDING
FS 55.79. FF 56:1
-lt PEDESTRIAN RAMP
REFER TO FOUNDATION
T PLANS FOR PCC THICKNESS EXISTING
114 GROUND
i
,
SRUCTURAL WAS-
I
fYt.
r - PER 7E �"�'�.Ii2 a
� I QBX a FS 50.5 vSrAt "I
1
t .- Egg I! -t
��- �•-r'�
DG BMP AREA -�-` _ °..
PER DETAIL CROSS CATCH
!.ROSS SECTION B � - -BASIN PER SDRSD
NOT TO SCALE
NOT TO SCALE FIRE NOTES:
PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONTRUCTION
TRASH ENCLOSURE NOTE: MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS
THE PROPOSED TRASH ENCLOSURE SHALL BE FITTED TO COMPLY WITH STORM WATER BEST SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT:
MANAGEMENT PRACTICE REQUIREMENTS, THE TRASH ENCLOSURE SHALL HAVE AN IMPERVIOUS,
NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE 1. ALL NET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY
ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY;
INSTALLED AT ALL OPENIN65 TO HOLD IN ANY LIOUID5 THAT ESCAPE FROM THE DUMPSTER
AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE
BERM CAN BE OE516NED HIDE AND FLAT TO ALLOW ROLLING OF THE DUMP5TER IN AND OUT. TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY
THE ENCLOSURE SHALL HAVE A DRAIN THAT D15CHAROE5 THRO06H AN ADEQUATELY 51ZED VEHICLES; AND
fl+113 OIL /GREASE SEPARATOR AND THEN IS FILTERED THROUGH A CITY- APPROVED
DATE HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM NOT 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED
TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT
REQUIRED FOR THI5 STRUCTURE.
VON
NOT TO SCALE
5
r\
v
EXISTING VHAMAUt SYbILM
BUILDING
*'ENGINEERED SOIL" LAYER SHALL BE
MINIMUM 24" DEEP 'SANDY LOAM" SOIL
MIX WITH NO MORE THAN 5% CLAY
DUE TO CLOSE PROXIMITY CONTENT. THE MIX SHALL CONTAIN 50 -60%
OF EXCAVATION TO SAND, 20 -30% COMPOST OR HARDWOOD
-.-NEIGHBORING
MULCH
AND 20-30% TOPSOIL
EIG H BORING P
SEEK PERMISSION TO
GRADE LETTER IF NECESSARY DG BMP AREA DETAIL
STRUCTURAL WALLS /
PER ARCHITECT DWGS NOT TO SCALE
RO
W GRAPHIC SCALE
0 10 20 30 0
QpOFESSIO, a
Q�O�ZCNAEL q9�F
>L 4p Z
wm ND. 71651 om
¢ Exp. 12/31/13 a
J'T CIVIC- OQp
q� OF CALIF
TYPICAL SECTION - N. COAST HWY 101
NOT TO SCALE
NO
m
00
N
0
0
v
PLANNING W BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
APPROVED DATE REFERENCES DATE $EN("HMARK SCALE WGM WJS
CITY OF ENCINITAS CONTROL POINT ENC -32 PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED ^ / GRADING PLAN FOR: (� r
' � .rj FD. 2" SD. CO. DISK IN THE TOP OF EAST REVIEWED BY: BY : -� ��L/�` � � 734 N COAST HWY 1 01 1 1 147 -<T
• CURB OF VULCAN AVE. 200' NORTH OF E ST. HORIZONAL 1 " =10' DATE:- •IZ•
& 2.5' NORHT OF THE DRIVEWAY INTO THE � � �-. MASIH MAHER FpQLA RENC A. WATT
R.C.E. N0. 71651
ENCINITAS CITY ADMINISTRATION OFFICES, y� � PUBLIC WORKS DIRECTOR
AS SHOWN ON RECORD OF SURVEY N0. 18415. VERTICAL N/A - pATE.• BRIAN M. ARDOLINO EXP. 12 -31 -13 DATE: Q/ 1%/ I t DATE: � -���'� CASE N0. 11 -072 MUP /DR /COG /COP A.P.N. #254 - 313 -04 & 05 SHEET 2 OF 3
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
PLAN VIEW - EROSION CONTROL PLAN
2. STAPLE WIRE FENCING TO
THE POSTS.
SCALE: 1 " =10'
;t
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COARSE
AGGREGATE
FILTER
FABRIC
°d a
ad
A
dd
A
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A -A
�y
C�
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lJ j
U
ORIGINAL
GRADE
�Y
CC-
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roa
H11FAXIEED N07ES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6'1 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED
BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING,:
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS ACT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
HYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY
AT THE DISCRETION OF THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 , LBS PER ACRE. TYPE
6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART„ FOR HYDRAULICALLY APPLIED
FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE`ANCHORED TO THE SLOPE BY
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
C. FERTILIZER WNSISITIN OF AMMONIUM PHOSPHATE SULFATE, 15 -20 -0, WHITH 15%
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.'
1. TRACK WALKING SLOPES STEEPER THAN 6:1.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.'
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
ADJACENT AFOIERTY DIS11A1B4%E ADTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S 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 PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUJDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
ADDITIGVAL ADIE5
1. 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 GUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. 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.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE, ENCINITAS CA 92024) AND ARE APPROVED AS PER PC RES.
2006 -27.
' I NOTE:
4 IN (10 CM) CONTRACTOR TO MODIFIY CONSRUCTION
/ ENTRANCE IN THE FIELD AS NECESSARY
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
CONSTRUCT SEDIMENT BARRIER AND N°
INTO THE TRENCH. i- CHANNELIZE RUNOFF TO SEDIMENT
w TRAPPING DEVICE
A
FILTER FABRIC H111 oW °d d
-/�
¢ ° d sr
d WIRE _ d a °
(� e d Q d d d ° WIDTH AS REQUIRED
e d d TO ACCOMODATE RUNOFF TWO LAYERS OF GRAVEL GRAPHIC SCALE 1 " =10'
d
z ° d ° ANTICIPATED TRAFFIC BAGS WITH ENDS OVERLAPPED
Q °d d
GAP BETWEEN BAGS
Q A4, d d ° d d ACTS AS SPILLWAY 0 10 20 30
w ° d d d QAOFESSION
0 19' RADIUS A Q�OCNAEL 99�F
AS BUMT SILT FENCE DETAIL ¢ MIN. 20' MIN GRAVEL BAG DETAIL �� °° �z PASCO LARET S U ITER
NOT TO SCALE m
NOT TO SCALE ¢ Exp. 12/31/13
& ASSOCIATES
f.zy.13 CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
BRIAN M. AR1651NO DATE CONSTRUCTION ENTRANCE DETAIL q 6IYI\. 535 N Coast Highway 101 Ste A Solana ]Beach, CA 92075
EXP. 12131113 CAi ph 858.259.8212 ffa 858.253.4811 pisaengineering.c ®ne
NOT TO SCALE
REVISIONS APPROVED DATE RE4ZNCEP DATE BENCHIVIARK SCALE PSG & BUILDING D_E_S_IGNED BY DRAWN BY CHECKED BY APPROVALS C= OF ENC=AS ENGINEERING DEPARTMENT DRAWING NO.
WGM I WGM WJS
a(•4,y l - CITY OF ENCINITAS CONTROL POINT ENE -32 PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED EROSION CONTROL FOR:
FD. 2" V CO. DISK IN THE TOP OF EAST REVIEWED BY: I I �� -�
- -- CURB OF VULCAN AVE. 200' NORTH OF E ST. HORIZONAL 1 " =10' /l ` DATE: 1% '1Z. BY: 934 N. COAST HWY 101 j 1
2.5' NORHT OF THE DRIVEWAY INTO THE - - - -°
- - - MASIH MAHE WREN A. WATT
ENCINITAS CITY ADMINISTRATION OFFICES, R.C.E. N0. 71651 f-o4�
AS SHOWN ON RECORD OF SURVEY NO. 18415. VERTICAL N/A BRIAN M. ARDOLINO PUBLIC WORKS DIRECTOR
DATE: EXP. 12 -31 -13 DATE: Z DATE: � t,,
DATUM: NAVD88 ELEV.: 92.00' � `�''� CASE N0. 11 -072 MUP /DR /COG /GDP A.P.N. X254- 313 -04 9 05 SHEET 3 OF 3
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