2016 12951-SG (Plans)RIMIT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT
LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO
WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS
THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS.
DRAINAGE NOTE
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.
errs rrV An=
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENEVA, 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. N/A
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF
WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
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 FE- 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 HALF (112) MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND
730 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL
ENGINEER SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCTION
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 THE 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 ADD /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO .12951 -SG
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 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 FINISHED WORK ON THE SITE AND SHALL
TAKE REMEDIAL MEASURE 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 SPECIFICATION. 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
SMITH SURFACE AND UNIFORMH CROSS SECTION. THE SLOPES OR EXCAVATION AND
EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF
WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STORES, ROOTS AND OTHER
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH AFE 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 SEGUED FROM THE
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY S
URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY,
ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TRU=ES AND
SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED
OTHERWISE. NO GRADING, EXCAVATION OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL
OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRIM OF A TREE TO
THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE
IS NOT CLEARLY LABELED TO BE REMOVED, IT MST BE PROTECTED IN PLACE. EVEN IF
APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MIST NOT BE DISTURBED
UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
EAO my OxMRRCtI.
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOSH LICHTMAN
AT (858) 245 -9759, 24 FOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
MWN CONTROL
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSIGN OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
"I ihdi / / 1LI iyla -'i
1. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL R ICFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIM TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /TAP
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE
APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BAP AREA OR
HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
DISCHARGE IT TO AN ADEQUATE IMP /BMP.
5. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
ALTERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
HAVE AN IMPERVIOUS NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENIAGS TO HOLD IN ANY LIQUIDS THAT
ESCAPE FROM THE DUNPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW
ROLLING OF THE DU PSTER IN AND OUT. THE ENCLOSURE E SHALL BE SELF CONTAINED OR
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE
SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM NOT TO PLANTERS OR THE STORM
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
SONG WATER N17TES FOR R4R><MM91ENT PLANS•
1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASP).
THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR
AFTER THE DATE OF ACCEPTANCE.
2. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN
ADVANCE OF BEGINNING WOW TO ARRANGE FOR INSPECTION OF PRODECT. THE CONTRACTOR
SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PONE.' (760) 633 -2709. ALL
WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND
REMOVAL.
3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION
CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF
WORK ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709.
4. UNLESS OTHERWISE NOTED, ALL COMECTION6 TO EXISTING MAINS WILL BE MADE BY THE
CONTRACTOR UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT UP
THE ESTIMATED COST BY THE DEVELOPER.
5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE
PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET.
W I t (N 4 :' i t' rl r�K L.' i .� R i ►lN 1 Z+ r ZZrl � �s ►; I sl �� ."l.� P�
7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH
FES10ENTIAL LOT.
B. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF
SAFETY FOR ALL TRENCH WORK.
9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS OR 7
FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED.
10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR
ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY.
12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE
INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF-WAY, OR
PRIVATE EASEMENTS AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS BEFORE THE
WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE.
13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE
CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASP)
SPECIFICATIONS.
14. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON- EXISTENCE OF, ANY INDERG30M UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF
THIS PROJECT.
16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN I.E. LINE CROSSINGS LINE
PARALLELING, OR PROPOSED CONMECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW
DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND CURRENT WATER AGENCIES'
STANDARDS COMMITTEE (WASP) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY
OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR,
MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER.
18. MINI" HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND
SAN DIEGO GAS AND ELECTRIC VAULTS.
19. UTILITIES TO MAINTAIN MIND" 5 -FOOT SEPARATION WREN PARALLELING WATER SERVICES.
20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER
FACILITY (FIRE HYDRANT, METERS, VALVES VALVE BOXES ETC.) THAT ARE EFFECTED BY THEIR
PROJECT.
21. CONTRACTOR TO SUPPLY D000,ENTATION SHOWING THAT ANY ASBESTOS WATER PIPES
REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANMER ACCEPTABLE TO THE SAN DIEGO
COUNTY WASTE DIVISION.
.�: 1 _ 17: , 1 10. 71':�I: •r: ilrl7: 7il�G /I�.ti�
22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH
DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH
HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT
INTEGRAL BELL END OF STANDARD PIPE AND BEVEL ENO FOR USE WITH DEFLECTION COUPLINGS.
USE 9.5 -FOOT PLAIN ENO PIPE LENGTHS WITH DEFELCTION COUPLINGS FOR ALL RADII BETWEEN
140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFELCTION COUPLINGS FOR ALL
RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED
TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION
COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED
ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9
FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICTS
23. 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 EFFECT
JANUARY 1, 2010, IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
MATERIALS TO BE NO -LEAD BRASS PARTS.
24. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SERVICES SHALL BE
PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH NC -17 OR WC -18.
25. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN
IN SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE
CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED,' OR BE ABANDONED AS
DIRECTED BY THE SOWD INSPECTOR.
�. �• .� � r� •r � a •❑ � r� a is
CONCRETE WASHOUT
CONTRACTM SHALL ABLISH AND USE AN ADEQUATELY SIZED CONCFETE WASHOUT AREA TO CONTAIN WASHOUT
WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING
THE WASHOUT LOCATION.
CDMISTRR:TTDN RITE ACCF.RR
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO
PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR
CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION AND BOLD FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
SHALL PROTECT CHAANELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UANVECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR 9-MUUBS
UIDFCESSARILY,' THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY FLAMED
FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND
PERENNIAL GRASSES TO SHIELD AND BIRD THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF
STORWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT
CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROU V THE PERIMETER AT ALL TIMES.
TRAINING
LR7MCTOAS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER (S) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. lJ WING OF UNUSED OR WASTE PRODUCTS ON THE GROUND WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED
AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTEES WITHOUT LIDS SHALL BE
PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN
CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT
AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL DE
HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION
ON LANDFILLS AND TO ORDER DUMPSIERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND
THE SITE.
PORTABLE TOILETS MST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORRCRAIN INLETS ON
PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND STORMORAIN. CONTRACTOR
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H : 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 1.6'
MAXIMUM VERTICAL DEPTH OF FILL =-3E'
CUT = 50 C.Y. FILL = 100 C.Y.
IMPORT -=50 C.Y.
REMEDIAL = 100 C.Y.
( I- REMOVAL AND RECOMPACTION UNDER DEVELOPEMENT AREA)
DFEAVMt/5 AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION.' 6573 SF
D•PERVIOUS AREA AFTER CONSTRCCTIOV 5,565 SF
DECREASE IN IMPERVIOUS AREA: 1,107 SF
IMPERVIOUS AREA REPLACED.' 0 SF
NOTIFICAT OW
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 AFE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUG
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE.
IT IS THE CONTRACTORS 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 - CSO - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT -1-800 - 227 -2600
D. TELEPHONE - SBC BELL - (760) -489 -3411
E. CABLE TV - COX COM>NMICATIONS- (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS 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. ROTE (760)633 -2770. ALL
WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
OWNER S tERTIF=71F
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED
TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES,
AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS DEMANDS CAUSES OF ACTIONS,
LOSSES DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE TFEFEOF, ARISING OUT OF, OR IN ANY
MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS
EMPLOYEES CONTRACTORS, SUBCONTRACTORS OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL
WORK ORCONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR
APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNA
ENCINITAS TOWN & COUNTRY SHOPPING CENTER
7855 IVANHOE AVE #333
LA JOLLA, CA 92037
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE ORPROFESSIONN. THE ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE EN61AEER CONTROLS SUCH
PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCRECK OR REVIEW PERFORMED 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 TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
SOLELY FROM THE NEGLIGENT ACTS ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR
EMPLOYEES ACTING WITHIN TFECOUPSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORTH PEEN THEN.
SIGNA
PASCO LARET SUTTER & ASSOCIATES
535 N. HIGHWAY 101
SOLANA BEACH, CA 92074
(858)259 -8212
RCE EXPIRES. 12 -31 -17
a •Iy
No. 71651
Exp. 12/31/17
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 £a 858.259.4812 1 plsaengineering.com
VICIN17Y MAP
NTS
OWNER
ENCINITAS TOWN & CONTRY SHOPPING CENTER
7855 IVANHOE AVE #333
LA JOLLA, CA 92037
407 ENCINITAS BLVD
ENCINTAS CA. 92024
APAt 258- 112 -32
LEGAL DESMIPTION
LOT 4 ACCORDING TO THE MAP THEREOF NO. 8116 FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, 0512811975
1 BMP PROJECT STATUS 1
•J9G:9
FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
SDWD 16-070
7
SIGN I DATE GS NMM� UQ SIG D E/ SIGN - y 8 D6E SZg �/ DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ucal�ivcu nr: uhawry d rlrQMAu rrr: ENGINEERING DIVISION APPROVAL CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT L° DRAWING NO. RMA T,
lG'I1..A� DESCRIPTION __PT 1031 ENC_31 - PLANS P EPAPED UNDER SUPERVISION OF RECOMMENCE :S APPRO SIMPLIFIED GRADING PLAN FOR
LOCATION.' NW_COFRNER OF DRAINAGE BOX t)nl HORIZONTAL: N/A
NORTH SIDE OF ENCINITAS BLVD & b (17 DATE.' N1 /� 407 ENCINITAS BLVD
R Iz ► -- - _ - 12951 -SG
_- - - - - -- -- - - -- 700' EAST., OF WESTLAKE ST. MASIH MA R LENN PRUIM
RECORD FROM: ROS X16 _ VERTICAL: _N /A_ BR N I AEL ARDDLINO DATE R.C.E. NO.: -_ 71651 THE CRACK SHACK
- -- -- C APN:25S- 112 -32
ELEVATION - 182.995 BR N MICHAEL ARDOLINO 12-31-17 //3
- -- - - -- - DATUM: _ NAVD88 �;» REVIEWER N ECTOR SENIOR ENGINEER EXP.: - -- --- - - - - -- DATE %I G DATE � PLANNING CASE NO: 15 -073 MIN DR CDP SHEET i OF 4
PLSA 2524
y
TRAFFI UU \
POSE T T. WALL - STREET LTG v
PER SLKiSi B� A & SIGNAL °0' E k \ \ °` .\ \\ \ \ \ LEGEND
RIGHT -OF -WAY
I cn � �`�., TC= 115.59 -• 1�\ � `�,„ v � \ \
_ TC= 115.43 AY \ v SETBACK LINE . - ..
t�LTGHT VAULT IN v v APPROX�LDCATION A v v - - -]y !"
\ \ \ OF EX. 12" PVC `uEWER \ \ EXISTING CONTOURS - 55 - VV
rC =115 - - 9• � •.�'�'.. � ` V ",�„'., . A \ V A \
\ \ 4� .. \�� \ \ \ \ \ EXISTING SEWER -S S
8(. MALKWAY`\l \ \ \ \ EXISTING WATER -W -- Vd __ ,0
MQ�
4 m G"(� �- "�1 ' n � \ � \ � �N \ \ `�•� \ \ -ice
E
f APPROX. L TION OF a : a 4 01 TW 120.1. \ C� \ \ \ EXISTING RECYCLED WATER
EX. B" AC TER MAIN 1 W ii9. rc-
y5 �jBW 119.1
47 8 \ \ PROPOSED MASONRY RET. WALL PER SDRSD C -4 s4 -
Tr =115.14
! S9a ,,pp, �+ _ % 54 " T �� \ \ \ PROPOSED GRAVITY RET. WALL PER SDRSD C -9
\ / i TR.4(FIC NA! VAULT f�c�' ..� v \\ �
�, - AF LOCATION OF y�\ \ PROPOSED 42" HIGH SITE FENCE PER ARCH
\ ' /
TRAFFIC o GFc'AL VAULT / �° w v EX. 18" CCS -DATER MAIN V °
FI6,ER G ffICS VAN 7 - 1„ / r T RET. v v A PROPOSED PCC ROLLED CURS a
E= 127.77 \ \ \ \ PER SORSO G -4A & G -4B
n Q• �- �! - .-}18; a� AIN THRU CUR \ \\ \
/ \ \ EX IMPERVIOUS PCC AREA _
117 / \ 10" PVC CYCLED
TW 91 TRt I \ \ W MAIN \ ~�° PERVIOUS PAVER AREA
_n 0
0
1 - 9s DG PATIO AREA
, 4Z�Y, .� l , ` 120.1 � v Cox ON t AUL.A f + h c & 1B 35 \ �- F_
` J ! 11 I _ � � f '° , � F 1 ��119.1 a C' `� \ \ °\� FLOWLINE/ DRAINAGE DIRECTION !
j`v' \ a15. �. �� 3. :: /. - - - -- - -- - -- `%� 6
�`� /l.. �rvq��\ \. \ PROPOSED SD PVC PIPE
- - - -" -' FS XXJ(
1}
W W_
1c TG 4 �. 9n" n 7F 118 PROPOSED GRADE CALLOUT
TO REMA _(� u� f FS •' t2U. ••,�I•v��O W 1�8 ~ p. I A EXISTING GRAS CALLOUT
i
- !
.�. e a. �> •. Trt-
/.e.�
CV F)
W3y r \ \ \ LIMIT OF WORK o
itn i � e � _
/ rt8W 1 5) 0 IN PER PAVER \
0 3 AROF1�� CT � $ q •''- • • ,1 _ �_ � `° \ PROPOSED BUILDING WALLS
c 1 DETAIL .. DISTRICT TO INS ALL I "
j - �y ,_ Z \ PROPOSED SEWER SERVICE -S S
j 3.2' MAX. . H �' .l' YU " ,. EX. ROOF LINE ABOVE i •.' ® \\ RE YCLE0.WATER ICE
I FT. WALL PER (= �N .'+ �L . e -� \ ti` PROPOSED 1" WATER SERVICE W
`- TD REMAIN irY?) `. _ \ >> NTER� A \\ KEY MAP
�r
,s1{(. .. o.. 4 a . �a �2\, *�^." '` : - WAS L . \ \ FIRE S
I TO REMAIN �: � .: 4 ' �.. � ,� _ T.� \,, � 11�i6. - tc=�� PROPOSED 4" SERVICE FS SCALE: 1 " =150'
ate\ M� nT/n
:CO HE4� PA�g Q . ' - 2.6 4 , -_.. ` >> cs - BW 4 '� . $ ..
PROPOSED 1 " RECYCLED WATER SERVICE
v '. a- y v RW
12 \q ° >j �, y \ TRENCH RESURFACING �/1��� TRASH ETCL NOTE
� 2. FF= Jt1.i` as. rzo:1') v
-� <`� 4 ¢ 1 0 THE PROPOSED TRASH ENCLOSURE SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT
I 7 r TC= 114-u " - - < : g,.: . ` .39 PRACTICE REQUIREMENTS. THE TRASH ENCLOSURE SHALL HAVE AN IMPERVIOUS �l- COAffiUSTIBLE ROOF
-s\ .. _T? -� _. /-
THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND
/ 8.4 a `•: '�. >f9 �� �� ". 'ITB a < .: 6 ���� > >9 LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS
X29:56, 4 THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH
(8 1 5.6) J a Q 0� ",d '. �. ♦ 119.5 ENCLOSURE AREA. THE BERM CAN BE DESIGNED WIDE AND FLAT TO ALLOW ROLLING OF THE OUMPSTER IN
AND OUT. THE ENCLOSURE SHALL HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED
'd , y y < - BW BOTTOM OF WALL FINISHED GRADE
/ TW. s a w -1 B4 \
' av J'' .71 / EX EXISTING OIL /GREASE SEPARATOR AND THEN IS FILTERED THROUGH ACITY- APPROVED HYDROCARBON FILTER AND
FF FINISHED FLOOR DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM NOT TO PLANTERS OR THE STORM DRAIN SYSTEM.
ti. )
RA ti \ FG FINISHED GRADE A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
CJiR8TE 3 w 22TIIR2 \ ♦ \
j 0 -EX,� TiI.�' AD_TQ.REMA \ 'RAILROAD TIE v GFF GARAGE FACE FINISHED FLOOR
cn l ( REf�ASN IN ` ADJAC& f PRaggm oISTLf6AN E MOTE
k: L � REiA3JING W C SE INVERT ELEVATION! ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. IF ANY
�. " m . e -
WALL IC3 TTFnFf / rev`-22G Q3 .\ g v
c o a °T7 12136 . "'r \ TW TOP OF WALL @ FINISHED GRADE
�' 7 DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORD A
4 a d n ° '4 :' b < ' / "' s WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND
K 120.1 a' .� ,� P' iT}✓-121.6
/
Sig 4' ` °" ` 4 a . \NL C Tw= 121.1e \ SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT
I 3 1i8.0I i �..` ,. , PO LS
f1S 4 .. a 4 Q �' 1. / gaw =ly9 i4. - _- - Tc= 11x.87 PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AAfJ SUBMITTED TO THE
uND i _ 4 ":4 . tie tee. r;-
4 . �' �, � 4 � . 'FS. 12FT.i`, �• � '�5� °'>�y � r ��g�7= rc= 219.?G 11952 CITY IS GROUNDS FOR A STOP-WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION
(MOVE uaLVE i .. d . �., a - c -919 6 F \ IS OBTAINED.
Lam)(.PfI TO . g .. 4 i 2s. 7 Tw =1 .4B
MAIN
F NGE AT BE. FEL ) e,� �' FL- 119.18
v
19.35',1'.
( TC= 113,9.. ' �.. e �'7 ..`,p.. a. ..�.'•�...'a..-, m'4 g.'. " 21369
o
4: F m v' 3e SF' @ {TIL 7iJCa q .. Q. q
% 5) (BASE71 0 .FRI�fi FOflTPRSN �` ��Q� r,= 199.85
-d.S ` . _ rC- 120.41
d.'1 rr0h �7G= t1Ga0_ FL -198 12Gu4
_.. - - 1 v •i '- . , 17, u.ba FL 1-4. `119.91
W TER MAIN` ! t I \ TALL.. TRASH ENCLOSU E AHEk- ` 4' INSTALL CITY APPROVED
. `' a' a o PERVIOUS W/ 3/8" VOID BY
ULTIFIATECY'.DTSCENARGE''' � .. / 1.9.71
5' ?REE? L IGH? ttL1 V. LIZ} - - - j 2 410.PUIC SEWER, SYSTEM .. X. WAL TO \ _ OACO AQUABRIC OR CITY
TRENCH RESURFACING ! . / 4 VOID FILLER 1 /8" TO 3/B" (NO. 8)
e �� .:'. f S' 120 2.. s - a' . REMOVED
APPROVED EOUIV
I PER CITY OF ENOINIT S INSTALL i" W, ..I I 64 a. �. AGGREGATE IN VOIDS
METER AND SE / BEDDING COARSE - 2" THICK OF
:K PER STANDARDS c"! m A
#A$ .rWS � rn I NI RAILROAD ,I �T Q SEX`.:. SEWER EjXTURES ���% ®__ _ � � t � 1/8„ TO 3/8" (NO. 8) AGGREGATE
. ` %�
BACKFLOW µETAINTNG WAi- \ TO`'� REMOV0 T
f a I �� _ 219.99 1 CHOKER COARSE - 4" THICK OF
W I 2986r REMOV `' - rc =113.94 % OR DEEPENED G-1 CURB 112" (NO. 57) CRUSHED ROCK
ROLLED _ FL- 719.6/ d�
PORTION OF X _ MIN 6" THICK OF 314"
rnX. TRADER % �. .�.. 9.6a / ❑ ❑
WALL TO I ° ..1 ., I ° \ (gyp'
e q , T MA3N 4A. 6i 3" PAVER _ ..+ ,�Do Igo o� D� CRUSHED ROCK -REFER TO
9 4 a 2 , . / �1" MANUFACTURERS SPECS.
U; O I m 1 m \� 119.12 ABAM/C \ ✓ �> s ,r - �) a - C�� oC7[�
1�A7CR = ' " �F AIL
PER l -> ( wool j l I I I �'fi�fiI- FOR THICKNESS FOR
e��lff �I lil.. FIRE APPARATUS (H -20)
1 I AD= 229.ib TC 11� �. - > 1��.U3 3" F�NrtI
MAT v 129.55''- LOADING - IF APPLICABLE
11s� 4 .0 __ o�
118.p1 (I " 1h19671 \ `B ,s PVC SU3DRAIN SOIL SU3GRADE
(FS 1190 Y£'�. 21 r19.',\ 129.43 NOTES
j 12&.80 a LIMIT OF NORK X119.56 �ti \ ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.).
TUN LANES c T I I T T= 7 P \
y MH SI I j T 3 I EX. GfEA TEROEPTOR TO PLACED 119.80 @� Q THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED.
r f BY 18GFEASE INTE BY ? EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE.
CAST OR APPRQYEB QUAL EX. RAMP TO REMAIN rp NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED.
cn \ LID =11 Ps SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SU807AIN MAY BE REQUIRED
Hf&IALL PERMEABLE ` 119.45
Tc= 213.35 I I I / `\ gs°yq LIG-118. 2 _ ( MAT CURB PAVING PER DETAIL PAVER DETAIL
/ I + f / / 4T 118.9' i i
1 I 11ET3 WI 1 1923) 119.75 NOT TO SCALE
co
i \ Tc= 119.62
213.11 113.23
I v % i
'18.42 \ \ fr -
1 v
/ a ._ ( f
CID / ROW 5,
f ( 118.95
E a \
I \ EX. 4" SEWER TO REMAIN I, PER ARCHITECT
CALLE MAGDALENA
1 119 40 lT DG PATIO
TBB v 1 S
cl 118.64 i l
I t
>3
\
7.81 \ EX. C&G ,� y
\ R =i .94' (154.0?) \ J M l TO REMAIN I
�(. LINE
L =1 .92' (154.96\ \ ELECTRIC VAULT ��� 118.35 GRADE
v D= T8'39" (54 �OB'14') U
\ V A \ I 2' MAX. EXPOSED HT
\ \ \ GRAPHIC SCALE 1 " =10' RET. WALL PER SDRSD C -4
SECTION A A
NOT TO SCALE
]CK)
!!
.J
PROPOSED TRASH ENCLOSURE PER
STRUCTIRAL DETAIL 17/522
-I El
EXI5Tl N6
51RUCTURf
2" PCC BEFNf/
4" INLET
0" HT 5" X 16"
DEPTH X 15"
PCC FLUSH CURB
DASHED LINE
EXISTING CON MNI ?
t. +,
IN'.S PERVIOUS
iTALI
PAVERS PER DETAIL
C
4" O
R PCC OVEECMPACTED
N GRADE
AI (MIN)
4" PCC PIPE DISCHARG WG
TO CASE INTERCEPTOR
TRASH ENCLOSURE DETAIL
1 1 30" MIL RFE LEER TO BE MTALLEO ALONG EDE
I OF EXISTING STRUCTURE IN ORDER TO PREVENT
TROEMMIGRATION OF STORWATER INTRODUCED
NEAR EXISTM FU MTION AS A RESULT OF THE
RMVAL OF THE EXISTING PCC WALK AND TFE
INSTALLATION OF PERVIOUS PAVERS
EX S7F&7M PERVIOUS PAVERS
FOU+DATION PER DETAIL
-1 �o� �D °O °D°o�
30" MIN
30 MIL HLPE VIERS i
BY STEG'GO -WRAP
OR APPROVED EQ.
HDPE LINER/ FOUNDATION DETAIL
NOT TO SCALE
ROW
5.7'l VARIES
42" HIGH FENCE
PER ARCHITECT
DG PATIO ENCINITAS BLVD
Vqq�
EX. C&G
TO REMAIN
OF EX. = w e i;4_ -
1' MAX. SIDEWALK
TO HT HET. WALL TO REMAIN
SDRSD C -9 TYPE A
I535 North iitighway AU1, Ste A, Solana beach, 4;A V;4uy : _ I i \ \ i 0 10 20 30 NOT TO SCALE
ph 558.259.8212 1 fa 855.259.4812 1 ptaaengineering.com) \ \ \
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT TRMA I ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
214,.17 DESCRIPTION. • _ PT. 1031 ENC -31 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED.' APPRO D SIMPLIFIED GRADING PLAN FOR:
LOCATION.' NW CORNER OF DRAINAGE BOX ON
_ - - - -- NORTH SIDE OF ENCINITAS BLVD 6 HORIZONTAL' 1"=10' (o'I� v DATE.' �'�Z''4 __/V�1_ -w- ®� ENCINITAS BLVD
- - -- _ - - -- 700' EAST OF WESTLAKE ST__
RECORD FROM: ROS 18415 - VERTICAL: N/A BRIAN MICHAEL ARDOLINO DATE R.C.E. NO.: 71651 MASIH MAHER GLENN PRUIM THE CRACK SHACK
- _ - - - - -- -- ELEVATION: - 182.995 _ - _ _ - - BRIAN MICHAEL ARDOLINO - - -- _ 12 -31 -17 -- ANN: 258 °112-32
�3 %d
PLANNING CASE NO: 16 -073 MIN DR CDP
- - -- - - -- -- - DATUM.' NAVD88 REVIEWER INS ECTOR SENIOR ENGINEER EXP.. - DATE q /�Z �16 DATE /
LEGEND _ — HvaFDSEW A07ES
RIGHT -OF -WAY - - / J 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6'1 (HORIZONTAL
y...•� 'p i
SILT FENCE ---- �—�—�- TO VERTICAL) OR STEEPER WHEN THEY AREA:
� ' _ A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
GRAVEL BAG INLET GRAVEL BAGS o0000000000 - -- .--- .---- .- -�_.., _ .. .._ B, FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UILESS SLOPE IS NOT SUBJECT TO
_._ _.. ti _._ _ -`L_'
PROTECTION � - - °" ""�`�° �- _ .. -- °
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED
-- CONSTRUCTION FENCE —X i� -�_ �~ _ _ —__ -- ,__ __. S BY T ENGINEER.
HE CITY ENGI E
}� r
i S S S - - - - -- S S S S S _. S \ S -1 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
S \ \ f I LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING.
C M m �-
- M1
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
__._._ _____ I 1. 20 LBS PER ACRE OF ROSE CLOVER
CA�� AG�ALE --- - - -- -___ 1 \ 2.20 LBS PER ACRE OF ZORRO FESCUE
r �F '�1 \ 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
zs-� v V 4, 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
! W W W yy -i Z.fi . \ I 6. 112 LB PER ACRE OF DIMORPHOLECA
W ---�� _ �' W - -W \ C_____, \ 7. ITEMS C, QE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
- -W W w \ WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
W BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
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.
GRAVEL BAG INLET -� - \� 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY
PROTECTION _ - -- a - _ - - - -- AT THE THE CONTRACTOR.
- -- - - - - ,-°
} _ INSTALL CHAINLINK ��--a' ----- ---- -�
- CONSTRUCTION FENCE ((
<� \ �� / % ° - - / ✓ < -- �j - — - - - - -- - B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE
6 MULCH ® � c tr •_ / ,�..,.�, � �. �""�� � m "�`� � � •,,�..,�: -` � FIBER MATERIAL. R W) WHEN STRAW UST USED IT MUST BE ANCFIORED TO THE SLOPE BY
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
APPLIED
p �. _ - - - - - - - - - TING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15%
! - ' r - - - -- - - - - - - -- - _ -- -- - -- - - - .. -. - - - - -
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
p} { '_ - C. FERTILIZER CONSISTING
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.'
f l / - - - �.:. A. ROUG
SILT HENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.,
_ I / 1. TRACK WALKING SLOPES STEEPER THAN 6°.1.
FENCE
/ DETAIL THIS SHEET ` / 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
_
j - B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY..,
/ t / 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
s 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.
ADDITIQNAL N07E5
jFIAVEL BAG / 1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
\ t / 'PER DETAIL T IS SHEET !f i > / 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
\ - __ \ - \ i p O /A, \ f 1 ° / j I MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
21 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
S AOq MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF,
qtly 1� / / 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 05 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
2006-27.
„
r
tt a
j TWO LAYERS OF GRAVEL BAGS
RUNOFF
WITH ENDS OVERLAPPED
R
GAP BETWEEN BAGS
_ �,' \ ✓ INSALL�HH►AINLINK` �� / / ACTS AS SPILLWAY
\\ CONTRUC ION FENC
DETAIL A: GRAVEL BAGS
a
NOT TO SCALE
11 !
SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
4 BY 4 IN (10 BY 10 CM) THE POSTS.
\ j TRENCH UPSLOPE FROM AND
\ i r BA ! - - f / r g / ALONG THE LINE OF POSTS.
\ ) \ T1 I SHEET x / /
�4
/
I o
� 771(
/Q. !i / /`�� ��--'/ 4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO
✓ i \, �� % �� / 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH.
/J tt
-- FILTER FABRIC �Itl
=WIRE _
PASCO LARET SUITER -
ASSOCIATES
GRAPHIC SCALE 1"=10'
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075 r \\ fi ff �! � // //
ph 858.259,8212 fx 858,259.4812 1 plsaen8ineetia8.com 0 10 20 30 r ' i ,, ✓ / DETAIL B: SILT FE�'VCE
V / /
/ %f� f � NOT TO SCALE
CHANGE NO. DESCRIPTION AP ROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. RMA
;r __ 'gJIL! _ J {_(P'13 __ DESCRIPTION: - PT 1031 ENC -31 PLA PREPAR UNDER SUPERVISION OF RECOMMENDED: APPR D: SIMPLIFIED GRADING PLAN FOR.
LOCATION.' NW CORNER OF DRAINAGE BOX ON _ HORIZONTAL 1 ° -10' 4 ®7 ENCINITAS BLVD
- NORTH SIDE OF ENCINITAS BLVD & - C/ L'.`.�1 DATE.., °�•YL•jfj -- --- 4A'-- 1^0� -r, - - - -- 12951 -SG
- - - - -- - - -- --
700' EAST OF WESTLAKE ST. " -- MASIH MAHER GLENN PRUIM
RECORD FROM: ROS 18416 VERTICAL: __ N /A" BRIAN MICHAEL A OLINO DATE R.C.E. No.: _ -71651 THE CRACK SHACK
- _ - - ELEVATION: OS 182.995 258- '112-32
DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER BRIA CHAEL OL EXP : - - 12 -31 -17 DATE_ Ll�b DATE y /3 PLANNING CASE NO: 16 -073 MIN DR CDP SHEET 3 OF 4
PLSA 2524
EASEMENTSIENCUR43RANCES
THIS SURVEY IS BASED ON PRELIMINARY REPORT NO. AC'S- 705911 -SD
ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED
DECEMBER 1$ 2014. ENCUMBRANCE ITEMS SUCH AS TAXES, LIENS
LEASES, COVENANTS DEEDS OF TRUST, NOTICES AND RIGHTS
APPEARING IN SAID POLICY AS ITEMS NO. 1 -12, 27, 2B. 39 -41, 45 -47
AND 50 -52 HAVE BEEN REVIEWED AND ARE NOT CONSIDERED
SURVEY RELATED AND HAVE NOT BEEN SHOWN HEREON. ITEMS 32 AND
42 -44 HAVE BEEN INTENTIONALLY DELETED.
13. AN EASEMENT FOR PIPE LINE AND INCIDENTAL PURPOSES RECORDED
AUGUST 22, 1925 IN INSTRUMENT NO. 41152, BOOK 1114 PAGE 125 OF
DEEDS. IN FAVOR OF SAN DIEGUITO IRRIGATION DISTRICT
AFFECTS AS DESM18ED THEREIN
14. AN EASEMENT AND INCIDENTAL PURPOSES RECORDED AUGUST 22,
1925 IN INSTRUMENT AID. 41158, BOOK 1091, PAGE 391 AND INSTRUMENT
NO. 41172, BOOK 1122, PAGE 104 ALL OF DEEDS. IN FAVOR OF.' SAN
DIEGUITO IRRIGATION DISTRICT AFFECTS: AS DESCRIBED THEREIN THE
LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD
INFORMATION.
15. AN EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES
RECORDED MARCH 11, 1930 IN BOOK 1752, PAGE 112 OF DEEDS. IN
FAVOR OF.' THE COUNTY OF SAN DIEGO
AFFECTS. AS DESCRIBED THEREIN
16. AN EASEMENT AND INCIDENTAL PUkRPOSES IN THE DOCUMENT
RECORDED FEBRUARY 21, 1934 AS INSTRUMENT NO. 7229 BOOK 275,
PAGE 82 OF OFFICIAL RECORDS. THE LOCATION OF THE EASEMENT
CANNOT BE DETERMINED FROM RECORD INFORMATION.
17. AN EASEMENT AND INCIDENTAL PURPOSES IN THE D000fNT
RECORDED FEBRUARY 19, 1934 AS INSTRUMENT NO. 13325, BOWL 472,
PAGE 293 OF OFFICIAL RECORDS. THE LOCATION OF THE EASEMENT
CANNOT BE DETERMINED FROM RECORD INFORMATION.
18. AN EASEMENT AND INCIDENTAL PURPOSES IN THE DOC MENT
RECORDED DECEMBER 23, 1947 AS INSTRUMENT NO. 133683 BOOK
2591, PAGE 43 OF OFFICIAL RECORDS.
THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM
RECORD 1AFORMATION.
19. AN EASEMENT FOR ACCESS AND UTILITIES AND INCIDENTAL PURPOSES,
RECORDED APRIL 29 1953 AS INSTRUMENT NO. 73413 AND JUNE 3 1971
AS INSTRUMENT NO. 116396 ALL OF OFFICIAL RECORDS. IN FAVOR OF: SAN
DIEGO GAS & ELECTRIC COMPANY
AFFECTS: AS DESCRIBED THEREIN
20. AN EASEMENT FOR EXTEND AND MAINTAIN DRAINAGE STRUCTURES AND
EXCAVATION AND EMBANKMENT SLOPES BEYOND THE LIMITS OF THE RIGHT
OF WAY AND INCIDENTAL PURPOSES RECORDED SEPTEMBER 7, 1967. AS
INSTRUMENT NO. 136156 OF OFFICIAL RECORDS. IN FAVOR OF.' THE COUNTY
OF SAN DIEGO AFFECTS: AS DESCRIBED THEREIN
21. AN EASEMENT FOR EXTEND AND MAINTAIN DRAINAGE STRUCTURES AND
EXCAVATION AND EMBANKMENT SUES BEYOND THE LIMITS OF THE RIGHT
OF WAY AND INCIDENTAL ?URPOSES RECORDED OCTOBER 27, 1957. AS
INSTRUENT N0. 167682 OF OFFICIAL RECORDS. IN FAVOR OF.' THE COUNTY
OF SAN DIEGO AFFECTS: AS DESCRIBED THEREIN
22. AN EASEMENT FOR EXTEND AND MAINTAIN DRAINAGE STRUCTURES AND
EXCAVATION AND EMBAMACMENT SLOPES BEYOND THE LIMITS OF THE RIGHT
OF WAY AND INCIDENTAL PURPOSES RECORDED NOVEMBER 20, 1968 AS
INSTRUMENT, ND. 203577 OF OFFICIAL RECORDS.IN FAVOR OF.' COUNTY OF
SAN DIEGO At- FECTS' AS DESCRIBED THEREIN
23. AN EASEMENT FOR WATER AND PUBLIC UTILITIES AND INCIDENTAL
PURPOSES, RECORDED MARCH 24, 1975 AS INSTRU4ENT NO. 066513 OF
OFFICIAL RECORDS. IN FAVOR OF SAN DIEGUITO IRRIGATION DISTRICT
AFFECTS: AS DESCRIBED THEREIN
24. ABUTTERS RIGHTS OF INGRESS AND EGRESS TO OR FROM CALLS
MAGDALENA AND ENCINITAS BOULEVARD EXCEPT THE ACCESS POINTS HAVE
BEEN DEDICATED OR RELINQUISHED ON THE MAP OF MAP AID. 8115 OF
TRACT MAPS RECORDED MAY 28, 1975.
25. AN EASEMENT SHOW OR DEDICATED ON THE MAP FILED OR RECORDED
MAY 28, 1975 AS MAP ;0. 8115 OF TRACT MAP FOR.' OPEN SPACE AND
INCIDENTAL PURPOSES.
26. AN EAFFMENT SHOWN OR DEDICATED ON THE MAP FILED OR RECORDED
MAY 28, 19°:3 FS MAP ND. 8116 OF TRACT MAP FOR FUTURE STREET AND
INCIDENTAL PURPOSES.
29. AN EASEMENT FOR ACCESS AND UTILITIES AND INCIDENTAL PURPOSES,
RECORDED JANUARY 22 1975 AS INSTRUMENT AD. 76- 027614 OF OFFICIAL
RECORDS.IN FAVOR OF.' PACIFIC TELERDE AND TELEGRAPH COMPANY
AFFECTS: AS DESCRIBED THEREIN THE LOCATION OF THE EASEMENT
CANNOT BE DETERMINED FROM RECORD INFORMATION.
30. AN EASEMENT FOR PIPE LINES AND INCIDENTAL PURPOSES, RECD
APRIL 50, 1976 AS INSTRUMENT NO. 76- 130780 OFFICIAL RECORDS.
IN FAVOR OF' SAN DIEGUITO IRRIGATION DISTRICT AFFECTS: AS DESCRIBED
THEREIN
31. AN EASEMENT FOR RIGHT OF WAY TOGETHER WITH INGRESS AND
EGRESS AND INCIDENTAL PU RPOSE� RECORDED SEPTEMBER 23 1976 AS
INSTRUMENT NO. 75- 312780 OF OFFICIAL RECORDS. IN FAVOR OF.'
SAN DIEGO GAS & ELECTRIC COMPANY, A CORPORATION AFFECTS: AS
DESCRIBED THEREIN THE LOCATION OF THE EASEMENT CANNOT BE
DETERMINED FROM RECORD INFORMATION.
GRAPHIC SCALE 1 " =40'
0 40 80 120
33. At] EASEMENT FOR FLOOD DRAINAGE CHANNEL AND INCIDENTAL PURPOSES
RECORDED MAY 2$ 1980 AS INSTRUMENT N0. 80- 172567 OF OFFICIAL RECOR
IN FAVOR OF.' SAN DIEGO COUNTY FLOOD CONTROL DISTRICT - ZONE 1
AFFECTS: AS DESCRIBED THEREIN
34. AN EASEMENT FOR FLOOD DRAINAGE CHARNEL AND INCIDENTAL PURPOSES,
RECORDED MAY 2$ 1980 AS INSTRUMENT NO. 80- 172558 OFFICIAL RECORDS.
IN FAVOR OF.' SAN DIEGO COUNTY FLOOD CONTROL DISTRICT - ZONE 1
AFFECTS PARCEL B
35. AN EASEMENT FOR PIPE LINES AND INCIDENTAL PUffRPOSES, RECORDED
JULY 1, 1980 AS INSTRUENT NO. 80208196 OF OFFICIAL RECORDS.
IN FAVOR DF.' SAN DIEGUITO IRRIGATION DISTRICT
AFFECTS AS DESCRIBED THEREIN
36. THE TEFL, PROVISIONS AND EASEMENT(S) CONTAINED IN THE
DOCUMENT ENTITLED 'PROPERTY BOUNDARY AGREEMENT" RECORDED
AUGUST 11, 1980 AS INSTRUMENT ND. 80- 254730 OF OFFICIAL RECORDS.
37. THE TERMS, PROVISIONS AND EASEMENT (S) CONTAINED IN THE
DOCUMENT ENTITLED 'B=ASEMENT DEED" RECORDED AUGUST 18, 1980
AS INSTRUMENT NO. 80- 263721 OF OFFICIAL RECORDS. (AFFECTS PARCEL B)
38. AN EASEMENT FOR ACCESS AND UTILITIES AND INCIDENTAL PURPOSES
RECORDED MARCH 26, 1997 AS INSTRUMENT NO. 1997 - 0137036 OF OFFICIAL
RECORDS.IN FAVOR OF.' SAN DIEGO GAS & ELECTRIC COMPANY.
AFFECTS AS DESCRIBED THEREIN. THE LOCATION OF THE EASEMENT
CAANdOT BE DETER41AED FROM RECD INFORMATION.
48. AN EASEMENT FOR WATER LINE AND INCIDENTAL PURPOSES, RECORDED
MAY 05, 2015 AS INSTRUMENT AID. 2015 - 0221503 OFFICIAL RECORDS.
IN FAVOR OF.' SAN DIEGUITO WATER DISTRICT, AN IRRIGATION DISTRICT
ORGANIZED AND EXISTING UNDER AND BY VIRTUE OF THE LAWS OF THE
STATE OF CALIFORNIA. AFFECTS AS DESCRIBED THEREIN
49. AN EASEMENT FOR TO ERECT, CONSTRUCT, CHANGE THE SIZE OF,
IMPROVE, RECONSTRUCT. RELOCATE, REPAIR MAINTAIN AND USE
FACILITIES CONSISTING OF UNDERGROUND FACILITIES FOR THE
TRANSMISSION AND DISTRIBUTION OF ELECTRICITY AND COVICATION
FACILITIES AND INCIDENTAL PURPOSES RECORDED MAY 22 2015 AS
INSTRUMENT NO. 2015 - 0273112 OF OFFICIAL RECOROS.IN FAVOR OF.'
SAN DIEGO GAS & ELECTRIC COMPANY, A CORPORATION.
AFFECTS. AS DESCRIBED THEREIN
tom.
-
LEGEND
PARKING COUNT
EASEMENT -
SETBACK
24
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT UtblbN A tlT: UHAWN tS7: IYYCIRCU nr: ENGINEERING DIVISION APPR OVAIA CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO" BMA
I,. ((y ( DESCRIPTION. PT. 1031 ENC -31 _ PLANS PR IRED UNDER SUPERVISION OF RECOMMENDED' APPR D: SIMPLIFIED GRADING PLAN FOR:
LOCATION.' NW CORNER OF DRAINAGE BOX ON
- -- - _- _ HORIZONTAL: 1`10' DATE' �, +��' 4 ®7 ENCINITAS BLVD
- -- - - -- - - -- - - -- NORTH SIDE OF ENCINITAS BLVD & _ Z-r; -IZ 12951 -SG
__ _ _.._.. ____ _ .___ 700 EAST OF WESTLAKE ST. q IZ�� _ _ MASIH MAHER _ GLENN PR
- - VERTICAL: N/A BRIAN MICHAEL ;DOULL111NO DATE THE CRACK SHACK
RECORD FROM: ROS 18416 R.C.E. NO.: _ 71651__
ELEVATION.' 182.995 _ APN:258- '112 -32
- - -- -- - DATUM: NAVD88 B AN MICHAEL ARDOLINO EXP.: 12 -31 -17 DATE 9 12 (G DATES /L
REVIEWER IN ECTOR SENIOR ENGINEER -IMP, _ _._ _. PLANNING CASE NO: 16 -073 MIN DR CDP SHEET 4 OF 4
PLSA 2524
/,