2019-14164 G (Plans)RIGHT 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
FORA MINIMUM OF 5 FEETAT2 PERCENTAND BE CONVEYED TO ANAPPROVED DRAINAGE FACILITY
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND
GENERAL 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 BEAPPROVED BYTHE CITYENGINEER PRIOR TO ANY REQUESTFOR INSPECTION.
2 THE SOILS REPORT TITLED "PRELIMINARY GE07ECHNICAL INVESTIGATION, PROPOSED TWO STORY MIXED USE BUILDING COMMERCIAL
AND RESIDENTIAL, 204 WEST J STREET ENCINITAS, CALIFORNIA- PREPARED BY COAST GEOTECHNICAL, DATED OCTOBER 15 2007, W.O. #
P,519037, AND UPDATE REPORT TITLED "GEOTECHNICAL UPDATE PROPOSED MIXED USE DEVELOPMENT 204 WEST J STREET, ENCINITAS,
CALIFORNIA, PREPARED BY HETHERINGTON ENGINEERING, INC, DATED MARCH 1, 2019 SHALL BE CONSIDERED AS A PART OF THIS GRADING
PLAN. ALL GRADING SHALL REDONE INACCORDANCE WITH THE RECOMMENDATIONSAND SPECIFICATIONS CONTAINED IN SAID REPORT
3. SEPARATEAPPROVALSAND PERMITS FORANYCONSTRUC77ON WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN
CONJUNC77ON 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
REESTABLISHEDAND REPLACED BYA REGISTERED CIVIL ENGINEER ORA 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, STATEAND FEDERAL SAFETYAND 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 PM. AND 730A.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 CITYAT 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 iMTHALL CONDITIONSAND 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, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING. 'THE GRADING UNDER PERMIT NO. 14164-G HAS
BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH 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 INSPECTAND
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
EMBANKMENTSAND EKCAVATIONSAREACCEPTABLE 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
CONTRACTORS RESPONSIBILITY TO PLACE SPREAD,,WATERANDCOMPACT THE FILL IN STRICTACCORDANCEWITHSPECIFICATIONS,
15. CUT AND FILL SLOPES SHALL BE CUTAND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM 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 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 INACCORDANCE 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 OFANY SUCH MATERIAL.
17. THE REMOVAL OFANY ANO ALL CITY TREES SHALL BE CONSISTENT NTH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM TREES
LOCATED W,-'i HIN CITY STREET RIGHT-OF-WAY ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES 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 TRUNK OF A
TREE TO THE OUT�RMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IFA CITY TREE IS NOT CLEARLY LABELED TO BE
REMOVED, IT MU.7T BE PROTECTED 1N PLACE EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE
DISTURBED UNI ESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE
PROJECT CONTRACTOR SHALL DIVERT DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIWTIES IN THE AREA OF DISCOVERY TO
ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT
SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY, THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S)
SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT
SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES
DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING
ACTIWTIESAREALLOWED TO RESUME.
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE
DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE,
SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF
THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED
ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE
CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097,98, IF
SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE
DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE
AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW,
THE CORONER WOULD DETERMINE WTHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER
AUTHORITY IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN
HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT 1F
NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU rIN PLACE-), OR IN A SECURE LOCATION IN CLOSE
PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE
TCA NATIVE AMERICAN MONITOR.
EROSION CONTROL
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JAKE SCHULZ AT (760) 621-8751, 24 HOURS 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 NOTCE MOVED OR MODIFIED 1MTHOUT THEAPPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO KORKING 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 MAYARISE
6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE
UNSAFE ORAREPOTENTIALLY UNSAFE.
7 ALL EROSION CONTROL MEASURES PROVIDED PER THEAPPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
8. GRADEDAREASAROUND THE PROJECT PERIMETER MUST DRAINAWAY FROM THE FACE OF SLOPEAT THE CONCLUSION 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
PROBABILITYFORECAST EXCEEDS FORTY PERCENT (40%). SILTAND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP11MP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL
DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR 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 BMPlMP FACILITIES ANWR TO TURF OR LANDSCAPED AREAS WITH
ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP1lMP
FACILITYANDIOR THE TURFILANDSCAPEDAREAS
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN
DISCHARGES TO AN ADEQUATE IMPIMP
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPBMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS
DESIGNED TO COLLECT RUNOFFAND DISCHARGE IT TO ANADEQUATE IMP /BMP
6 ALL STORMWATER IMPBMP 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
SEPARATEENGINEERING PERMIT BE OBTAINED.
8. 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, NONCOMBUSTIBLE ROOF THAT WILL NOT ALLOW RAINWATER TO ENTER
THE ENCLOSURE THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED MIEN NOT IN USE A BERM SHALL BE INSTALLED ATALL OPENINGS TO HOLD
IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENTANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE
BERM CAN BE CONSTRUCTED VNDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIU 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. ASEPARATE BUILDING PERMITMAYBEREQUIRED FOR THIS STRUCTURE
.
SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THEACCURACY OF, THE LOCATION
OF, OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
3. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE
FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING 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 6YSAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT
METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER
AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT
STANDARDS AT THE OWNER'S EXPENSE
5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6 MINIMUM HORIZONTAL SEPARA7ON OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTSAND SAN DIEGO GASAND ELECTRIC VAULTS.
7 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF
THE PARCEL THEYARE SERVING.
8 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 EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE
NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED NTH CATHODIC PROTECTION IN ACCORDANCE
KITH WC-17OR WC-18.
IMPERVIOUS AREA (ONSITE
IMPERWOUSAREA PRIOR TO CONSTRUCTION: 3,379 SOFT
IMPERVIOUS AREA AFTER CONSTRUCTION. 3,635 SOFT
INCREASE IN IMPERVIOUS AREA: 256 SQFT
1MPERWOUSAREAREPLACED: 0 SQFT
IMPERVIOUS AREA (OFFSITE
IMPERVIOUSAREA PRIOR TO CONSTRUCTION1,975 SOFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 1,975 SQFT
INCREASE IN IMPERVIOUS AREA: 0 SQFT
IMPERVIOUSAREAREPLACED: 1,975 SQFT
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK
-)AI-0- DESCRIPTION: 25" BRASS DISK
LOCATION: THE TOP OF CURB ON THE SIDEVVALK QUADRANT OF
THE INTERSECTION OF HIGHWAY 101 AND "J" STREET
TYLER G LAWSON
RECORD FROM. ENCINITAS CONTROL STATION OC-139 EDW4RD J. VVIMMER
ELEVATION: 78.658' DATUM. NAVD88 CITY ENGINEER
EARTHWORK DATA
STEEPESTEXISTING NATURAL SLOPE ON -SITE = 20 H : 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 0.8'
MAXIMUM VERTICAL DEPTH OF FILL = 0.9'
CUT = 30 CY FILL = 70 CY
IMPORT = 40 CY REMEDIAL = 500 CY
AS -BUILT APPROVALS
INT. DATE
DATE PUBLIC WORKS
PLANNING
DATE REVIEWER
INSPECTOR
1%TAMMfi1A[A TY-Pf ~%§ 1 11-11/%A1 AAA I -PM A/ MEAA ![/%TPA H1•■ A't'ra r� �w wwarw.�wr ■w�ew-r a w�r� rr�r�w
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISHAND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE 1T IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE
STORMWATER CONVEYANCE SYSTEM ORANYRECEIVING WATER. CONTRACTOR SHALL POSTA SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL
INCLUDE USING MATERIAL SUCHAS 3" CRUSHED ROCKAND/OR CORRUGATED STEEL PANELSIPLATES.
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 SUCHAS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATIONAND GRADING ACTIVITIESAREALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST
EROSION USING PERMANENTAND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY
REMOVAL OFTHE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY- THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES.
EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUALAND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATIONAS SOONAS POSSIBLE, ONCE EXCAVATIONAND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION AIATERVIL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR
REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS.
STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
THE PERIMETERATALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES W40 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 SUBCONTRACTORSABOUT STORMWATER REQUIREMENTSAND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR
WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLYPROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMWIKE"S 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. DUMPSTERS
WITHOUT LIDS SHALL BE PLACED W THIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED AITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY
TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND
CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS
WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195, FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENTAND LOCATE PORTABLE TOILETSAWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECKAND CLEAN UP
MATERIAL THAT MAY HAVE TRAVELEDAWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY
OF ENCINITASAT (760) 633-2770.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER' THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 51TE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWNG OVWERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
VERIFICATIONAND LOCATION OF UTILITIESAND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS-ENCINITAS SANITARYDISTRICT-(760) 633-2770
8 GAS & ELECTRIC - SDGE - (760) 438-62D0
C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600
D. TELEPHONE - SBC BELL - (760) 489-3411
E CABLE TV - COX COMMUNICATIONS - (760) 806-9809X-2233
2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT PHONE (760)-633-2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED V14THOUT BENEFIT OF
INSPECTION WILL BE SUBJECT TO REJECRONAND REMOVAL.
SHEET INDEX
1_ TITLESHEET
2. GRADING PLAN
3. SECTIONS & DETAILS
4. EROSION CONTROL PLAN
PUBLIC WORKS
08.1. 1
S! N DATE
DESIGNED BY. DRAWN BY CHECKED BY.'
LSM LSM TGL
PLANS PREPARED UNDER SUPERVISION OF
DATE- - Z-
R.C.E. NO.: 80356
TYWR G LAWSON EXP.: 12131120
,0 pFESS/
z
w No. 80356 �
rExp. 12/31 /20 __Tj
�1 CA 1F��`P
OWNER
204 J STREET HOLDING LLC
620 2ND STREET
ENCINITAS, CA 92024
ABP CAPITAL, LLC
8202ND STREET
ENCINITAS, CA 92024
SITE ADDRESS
204-208 J STREET
ENCINITAS, CA 92024
APN' 258-293-09-00
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PACIFIC W K ST
OCEAN
VICINITY MAP
LEGAL DESCRIPTION NTS
LOT 8 IN BLOCK 15, MAP OF ENCINITAS, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 148,
FILED IN THE OFFICE OF THE COUNTYRECORDER OF SAN DIEGO COUNTY.
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR IMLL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIWTYAND
ADVISE ON THE COMPACTIQNAND STABILITY OF THE SITE
I (VVE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY
AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OFACTIONS, LOSSES DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF ARISING OUT OF, OR
IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE _PERMIT OR CONNECTED
DIRECTLYOR INDIRECTLY TO THE PERMIT ORAPPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
-
-------- -
SIGNATURE. DATE -
PRINT NAME: MICHAEL PERSALL
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALLY ACCEPTED STANDARDS AND
PRACTICES OF THE ENGINEERS TRADE OR PROFESSION THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH
THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER
AGREES THAT ANY PLANCHECK 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 HISMER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCYAND EMPLOYMENT ANDARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE
TYLW G LAWSON
DATE
PASCO, LARGT SUITER &ASSOCIATES
535N. HWY 101, SUITEA,
SOLANA BEACH, CA 92075
PH: (858) 259-8212
SOILS ENGINEER'S CERTIFICATE
MARK 0. HETHERINGTON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION ON 10-13-07 AND FOR AN UPDATE ON 3-1-19. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE I HAVE REVIEWED THESE GRADING PLANS AND
CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS,
RCEI CEG NO.: 304881397
EXP DATE 3-31-20
Wo. g 8786.1
HETHERINGTONENNGINEERING, INC.
5365AVENIDA ENCINAS
CARLSBAD, CA 92008
PH. • (760) 931-1917
ASCC LARET SUITER
& ASSOCIATES
IL ENGINEERING + LAND PLANNING + LAND SURVEYING
i North Highway 101. Ste A. Solana Beach, CA 92075
858.259.8212 1 ix 858.259.4612 plsaenglneering.com
o.397
EXP. Date
BMP PROJECT STATUS
STANDARD
PLANNING DIVISION
PARKS AND RECREATION
SAN DIEGUITO WATER DISTRICT
ENCINITAS FIRE DEPARTMENT
SDVIV Vim W19-050
' 9 i- s
A
AAA
- G -'
64eq-- S f S 1,19
SIGN
DATE
SIGN
DATE
SIGN DATE
SIGN DATE
ENGIN RING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
RECOM ENDED:
AP VED • _
GRADING PLAN FOR:
ilw% -
JESS NS
�,z t
DATE
Ifod
EDWARDJ.'p
CITY GINE
a
DATL1
204 / 208 WEST J STREET
APN:258-293-09
PLANNING CASE NO: 07-154 DR / TPM/CDP 3 to 7 - %o I l 5 04t-
�4�fi4-�i
SHEET 1 OF 4
PLSA .1095-01
40`
�..
APPRX. LOCATION OF EX. 6"AC ` 20''' `� , EXISTNG 8" VCP SEWER EXISTING STREET
WATER MAIN PER WO-5?-1
d ,
10 10 MAIN PER CITY OF LIGHT TO REMAIN e_
APPRX. LO TLON OF EX.
" r ENClNITAS DWG TM-4157-!
GAS MAIN PER CITYOF \ v
ENClNlTAS DWG TM-41574 APN. 25$ 293-10
APN: 258 293-07
EXISTING EDGE OF',
LOT 10 PAVEMENT,� LOT 7
'`' '' " � � PROTECTEKIS77NG
MAP 14$ 1 STA: 1+88.63 4.0' LT N WATER METER {N-PLACE SAP 148 EXISTING STRUCTURE To `EXISTING TREE t�
CONNECT TO WG4TER MAIN ! -
2:1 TRANSITION Td EXISTING `\ Y FS=72.5 BE PROTECTED IN -PLACE PREVIOUSLY REMOVED
BY CITY OF S 7 248'i r TA+8 .48
EDGE OF PAVEMENT � � ` � � = - - - _
� FG 73-3 FG-72.8 FS 73.4 � (!E 7 .87)
FS 73 9 TG=73.3
19 )CAUTION! PRdTECT EX. FL 72 - IE=72.7 1 rG=73.21 1 14 _ 14 TG=72 65
FS=73.5
MO ME I • - % _,' '_.'__ _ 1 `72.3 FS 72.5
;f : fN83°5 `16"E 100.71 1E r
!E 7
. �. f- ...
0
STA: I
,�
0 FS
CONNECT TO WATER M, ,N LA _
i'
N
>.'.... ......... T .
STA. 1 84.63 4.2 LT _.... 77; A=
•I - F-7.� ,
_ b
p_
102.0 CONNECT TO WATER MAIN :.:;:::::. _ _� ' .
:....... �....: � . °..�� �. - 11 FS-74.4 FS 74 4:. F-------------
S 73.5 .6
STA: 1+82.63 4. `LT ::'': •:': _
FS-74.0 LINE OF FLOOR FG=73.8 FG=72.7
CONNECT TO WATER AMAIN e' : , :_� - _.. 95+
_ i � ABOVE.(r? ?J . __ .. FS-73.7 a �G=73.7 Ca_ -fit F
0;_.
STA: 1+72.58 7.0 RT : FS`�73 APPRX. LOCATION OF FxX
..'..
ISTALL SEWER LATERAL ::'`':{:::::::':'::.::' SEWER CLEANOUT 9 .
�, FS=74.3 APN 58 293-09 1.7
R! -73.4;1-61.1..:. X. PALM
....
- - SAGE LEVEL
;...::.:,,' _ r WX PALM
:::::.:'..:::'.. FF=74.3
TREE TO BE - GRIND & OVERLAY
TREETG-74.214 SEWER CLEANOUT TO REMAIN.:; , t f ' d
�'.:•..:-''.'.:..:' - ��'.:::::...'.:" . _....:: r.,, REMOVED
:,' :;:`':'.';:= : {.ups:'::: .. • PAD=73.6 REMOVED : !u IE=73.2 1STFLOOR 1 _ HALFVVIDTHPLUS 10'
STA: 1+70.78 4.0 LT `'..,.':::�::�:;::�i:,:.::�:;�;';F•:'::':�' :� ; TC-73.7
ABANDON EX. WATER ::::': FG=74.3 TG=74.25 2 ' (FS=73.2j PER RESOLUTION
- '' TSV1F-75.0 3
1
APN: 258-293-0$ SERVICE &METER ° IE=73.4 - IE=73.1 _
F�5`' .4 ` `=: - _ 11T=73.6
74.2 FS474.4Ar PAD=73.8 FG=73-3LOT 9 STA: 1¢�0.08 7.0 RT -::'.:ti:.:::':'::' :.....:'. ".:''.:'.;'.:•.':"TG74, TC-74.75 IE UT; pTC=74i9
5 ,.,:,.::'.Q :,.. 1 FG74.3 -
` :':::::'.�.FL=74.25 = .3 lE-73.1 - -
MAP 148 INSTALL SEWER LATERAL �- FS-744 FS-73.45;. y ;
RIM-73 �, IE=61.18-..:.55 - TG=74.2 3 FG=73.4 FS- -
..,a 1E=73.05 TC- 3 5
5 STA:1+67.58 70 RT :```:..:��:;:.::-:_ �•. ,'.�' :�':`:;��,::=:�:�:`; �� - FS=74.5
INSTALL SEWER LATERAL74 FS=74.3
RIM=73:6' I€=61.19 '.':..
� r
�::..'.i:7: .. -.
STA: 1+65.08 �7 0 RT <....:�, . � - .• a . _ ��-~� . -�- . � ��~ , .� 1
INSTALL SEWER LATE�2AL '...- o ...:.�� ,��»-#�A1i`#lI'� ;.�.� ; . ��4.3•- �� M �74.
-
. .,_ RIM=73.7; {E=61.0-
_-
G-73 FS=74. 3CAUTIO PROTECTEX 7.
MONUIiiIENlN PLACE14
-�- -� TC=7 8• TG=73.7
T-73.7
lE 73 0
10�727
TC=75.7' FL=75.2
ttyy
�-_
} w
>� •� ° ° o N 3059'10`E ':100.69'
1 ° - TG-73.8 (1.0/D) -
15.0%) 3 �r, �' u, a - 1.4/ 530. ° TC.-74 9 -> 32 TC-74.5 -
r ° �= - -¢ 6 ' 2.6% `:. 5=74.4 IE=73. I,; ' " FS-74.05 FS=74.0 .
(17
- . a FS=74.84 TC=74.2
° M,a, . E
_ _ - X. `
EXIS77NG PCC °FS 75.0 TC-74.9 _.. 7)
12 PCC SIDEWALK ¢ (F5=73.
SIDEWALK TO i FS=74.9
TC=74.55 z,
a_ 99 12 x z
REA MIN �'•_ �I. �' ;` �,' BMPAREA
�C FS=74.05
EXISTING 6" PCC
CURB & GUTTER
TO REMAIN
E~
(d CC cr, 6o W N V >` � cti E~ Do F- W Cr ,
Za o�w�� aWr�an Q.
dimU� der -'�Lu ;
i1.1 ii h it' } it
QC� NLCryU o Q QZiLW x NNE
�p 0 ��-- 6 .I ti" i b F Co O [' �
a cry w w�� ri M + r
w " w,` U
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ow€] U kL
CONSTRUCTION NOTES
O SDWD TO INSTALL 4" FIRE SERVICE PER WAS WF-05AT OWNER'S EXPENSE INSTALL FIRE
SERVICE BACKFLOW PREVENTER BY VVlLKINS MODEL 375DA PER WAS WR-02. FIRE
NOTE: IFANY MONUMENT IS DISTURBED OR DESTROYED SERVICE LINE TO SERVEALL UNITS, 2 RESIDENTIALAND 2 COMMERCIAL UNITS
IT SHALL BE REPLACED RYA LICENSED LAND SURVEYOR
AND A CORNER RECORD OR RECORD OF SURVEY SHALL 2 sD To { TALL 1) Sillifil LE NE COMMERC! L 1" W TER METER PER WAS S-O�lAfe
BE FILED WITH THE COUNTY. Seh;_S��Fr INSTALL BACKFLOW PREVENTER BY WILKINS MODEL 975XL2 PER
WAS WR-01.
u 2v2.
NOTE. ALL EXISTING ONSITE STRUCTURESAND
VEGETATION TO BE REMOVED UNLESS OTHERWISE NOTED.
NOTE. UTILITIES ARE KNOWN TO EXIST IN THEAREA,
INFORMATION SHOWN HEREON IS PER BESTAVAILABLE
RECORD INFORMATION. EXACT HORIZONTAL AND
VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO ORDERING MATERIALS AND
CONSTRUCTION. CONSTRACTOR SHALL NOTIFY
ENGINEER OF WORK OFANY DISCREPANCIES BETWEEN
ACTUAL LOCATIONAND PLAN LOCATION OF UTILITIES
UPON DISCOVERY OF DISCREPANCY.
CHANGE NO.
DESCRIPTION
P �lNL7 2of
3 D O I ALL 1 " ME W S ICEAND 314" METER PER WAS WS-01
FOR EACH UNIT; RESIDENTIAL UNIT 201, 202
® SEVER LATERAL TO BE EXTENDED FROM NEW CLEANOUT TO NEW RESIDENCE WITH 4"
PVC INSTALL 4" PVC SEWER LATERAL PER SDRSD SS-01; RELOCATE SEWER CLEANOUT
PER SC-01
0 INSTALL 4" PVC SEWER LATERAL WITH CLEANOUT PER SDRSD SS-01 AND SC-01
® INSTALL 4"AC OVER 6" CLASS !I AB OR PER GEOTECHN{CAL RECOMMENDATIONS
(D INSTALL 3' WIDE PCC RIBBON GUTTER PER DETAIL SHEET
® INSTALL 5.5" THICK MIN. PCC DRIVEWAY OVER 3" CLASS I{AB PER GEOTECHNICAL
RECOMMENDATIONS
APPROVED I DATE
4+50
O it tk.
N � 1
O
�I
i
GRADING PLAN
CONSTRUCTION NOTES
O SDWD TO INSTALL 4" FIRE SERVICE PER WAS WF-05AT OWNER'S EXPENSE INSTALL FIRE
SERVICE BACKFLOW PREVENTER BY VVlLKINS MODEL 375DA PER WAS WR-02. FIRE
NOTE: IFANY MONUMENT IS DISTURBED OR DESTROYED SERVICE LINE TO SERVEALL UNITS, 2 RESIDENTIALAND 2 COMMERCIAL UNITS
IT SHALL BE REPLACED RYA LICENSED LAND SURVEYOR
AND A CORNER RECORD OR RECORD OF SURVEY SHALL 2 sD To { TALL 1) Sillifil LE NE COMMERC! L 1" W TER METER PER WAS S-O�lAfe
BE FILED WITH THE COUNTY. Seh;_S��Fr INSTALL BACKFLOW PREVENTER BY WILKINS MODEL 975XL2 PER
WAS WR-01.
u 2v2.
NOTE. ALL EXISTING ONSITE STRUCTURESAND
VEGETATION TO BE REMOVED UNLESS OTHERWISE NOTED.
NOTE. UTILITIES ARE KNOWN TO EXIST IN THEAREA,
INFORMATION SHOWN HEREON IS PER BESTAVAILABLE
RECORD INFORMATION. EXACT HORIZONTAL AND
VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO ORDERING MATERIALS AND
CONSTRUCTION. CONSTRACTOR SHALL NOTIFY
ENGINEER OF WORK OFANY DISCREPANCIES BETWEEN
ACTUAL LOCATIONAND PLAN LOCATION OF UTILITIES
UPON DISCOVERY OF DISCREPANCY.
CHANGE NO.
DESCRIPTION
P �lNL7 2of
3 D O I ALL 1 " ME W S ICEAND 314" METER PER WAS WS-01
FOR EACH UNIT; RESIDENTIAL UNIT 201, 202
® SEVER LATERAL TO BE EXTENDED FROM NEW CLEANOUT TO NEW RESIDENCE WITH 4"
PVC INSTALL 4" PVC SEWER LATERAL PER SDRSD SS-01; RELOCATE SEWER CLEANOUT
PER SC-01
0 INSTALL 4" PVC SEWER LATERAL WITH CLEANOUT PER SDRSD SS-01 AND SC-01
® INSTALL 4"AC OVER 6" CLASS !I AB OR PER GEOTECHN{CAL RECOMMENDATIONS
(D INSTALL 3' WIDE PCC RIBBON GUTTER PER DETAIL SHEET
® INSTALL 5.5" THICK MIN. PCC DRIVEWAY OVER 3" CLASS I{AB PER GEOTECHNICAL
RECOMMENDATIONS
APPROVED I DATE
4+50
O it tk.
N � 1
O
�I
i
GRADING PLAN
9
f
1
F ` 73.3
{E=72.9
1295'
�
�
6 F
'
G 2
TC-74:1
°
(1.0%)
,
-
Fs 73:6
12
,
D
18 IE OUT=72.6
FG
' I
F`
STA 7+46.76.25.0' LT:
(IE=72.7)
2ND ST STA: 7+39.97, 25.0' LT
ECR; MATCH EX. CURB &
GUTTER
(TC=73.35); (FL=72.85)
2ND ST STA: 7+35.75. 25.6' LT `
TC=73.38; FL=72.88
INSTALL TYPEA CURB RAMP
PER SDRSD G-27; SEE
DETAIL SHEET
FS=72.95
I
ITEM
STD, DWG
SYMBOL
SUBDIVISION BOUNDARY
ADJACENT PROPERTY LINE /
RIGHT-OF-WAY
PROPERTY SETBACK
CENTERLINE OF ROAD
EXISTING EASEMENT
PROPOSED BUILDING FOOTPRINT
STEM WALL PERARCH
DEEPENED FOOTING PER ARCH
GRADE LIMI T LINE
W
PROPOSED FLOW LINE
CONSTRUCT 6" PCC CURB & GUTTER
SDRSD G-02
CONSTRUCT 6" PCC CURB
SDRSD G-01
PROPOSED CONTOUR LINE
75
EXISTING CONTOUR LINE
_..._... _ . ... _ _ .._ . _... _..............
EXISTING EDGE OF PAVEMENT
INSTALL 4" PVC STORM DRAIN PIPE
INSTALL 3 PVC SIDEWALK UNDER DRAIN
SDRSD D-27
-•-• - _ --- - - - - - - - -
SAWCUT GRIND & OVERLAY
GRIND &OVERLAYMMKM��_zm
INSTALL 4" FIRE SERVICE
WF--05, VVR-02
W W
WITH BACKFLOW
INSTALL 1" COMMERCIAL
WS-01, VVR-01
W W
SERVICE WITH BACKFLOW
INSTALL I" DOMESTIC SERVICE
WS-01
W vv
MTH 314" METER
INSTALL 4" PVC SEWER LATERAL
SDRSD SS-01
S
CONSTRUCT BMP BASIN
PER DETAIL SHEET 3
INSTALL PERVIOUS PAVERS
PER DETAIL SHEET 3
CONSTRUCT PCC FLATWORK
° b
(THICKNESS PER PLAN)
INSTALL 12"X 12" GRATED INLET
NDS OR EQUAL
INSTALL 6" DIA. AREA DRAIN
NDS OR EQUAL
0
EXISTING WATER MAIN
-.-- ---__ Vf
EXISTING SEWER MAIN
_._.._.............._._.... __........._..._...--
EXISTING WATER METER
�.._._.._'
EXISTING STREETLIGHT
EXISTING SURVEY MONUMENT
ABBREVIATIONS
FS = FINISHED SURFACE
FG = FINISHED GRADE
GF = FACE OF GARAGE ELEVATION
SCALE: 1 "=10' TC = TOP OF CURB
IE = INVERT ELEVATION
TG = TOP OF GRATE
® INSTALL 4" THICK PCC HARDSCAPE OVER 4" CLEAN SAND OR PER GEO TECHNICAL 20 SDWD TOABANDON EXISTING 314" COPPER WATER S1=RVICEAND 518" WATER METER TSW= TOP OF STEM WALL
RECOMMENDATIONS
21 {IifSTALL PCCALLEYAPRON PER SDRSD G-17
10 INSTALL PERVIOUS PAVERS PER DETAIL SHEET 3
22 SAWCUT EXISTING AC PAVEMENT SEE DETAIL SHEET 3
11 INSTALL 6"X 16" PCC FLUSH CURB ENCROACHMENT MAINTENANCE
23 INSTALL 3" PVC SIDEWALK UNDER DRAINPIPE PER SDRSD D-27 AND REMOVAL AGREEMENT
12 INSTALL 6" PCC CURB PER SDRSD G-01; DEEPEN CURB AS NECESSARY TO EXTEND BENEATH DOC #: COI 1 - O la IZ57
PAVER SECTION 24 EXISTING PCC SIDEWALK TO REMAIN, CONTRACTOR TO REMOVEAND REPLACE PORTIONS OF
DAMAGED SIDEVVALKAS NECESSARY TO THE SATISFACTION OF THE CITY ENGINEER. SIDEWALK DATED: ss
elm�I l9
13 INSTALL 6" CURB & GUTTER PER SDRSD G-02 SHALL BE SCORED WITH THE TWO -FOOT BY TWO -FOOT SCORE PATTERN TO MATCH THE EXISTING
14 INSTALL 6"AREA DRAIN BY NDS OR APPROVED EQUAL 25 CONSTRUCT TYPEA PCC CURB RAMP PER SDRSD G-27, SEE DETAIL SHEET
SCALE: 1 " = 10'
15 INSTALL 12"X 12" GRATED INLET WITH CAST IRON GRATE BY NDS PART NO.1213 OR APPROVED 26 CONSTRUCT MODIFIED TYPED PCC CURB RAMP PER SDRSD G-31; SEE DETAIL SHEET 3
EQUAL
16 INSTALL 4" PVC STORM DRAIN PIPEAT 1 % MIN SLOPE 27 CONSTRUCT STEM WALL PER SEPARATE PLAN
28 CONSTRUCT DEEPENED FOOTING PER SEPARATE PLAN
17 INSTALL MODIFIED CUTOFF WALL PER DETAIL SHEET
GRIND & OVERLAY TO
ENSURE POSITIVE
..... ...... DRAINAGEFROM
CENTERLINE TO GUTTER
t1 ui
t`
er
c•j
o
ri
............
Co
it �
i
n Lu
w ,
w
ti I
W
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10 S 0 10 20
Q�of ESS lo�v
�o �R c L�q�
� �`,�"
18 CONSTRUCT MODIFIED PCC CUTOFF WALL PER DETAIL SHEET 3 WITH 2'X 2' COBBLE D{SSIPATOR 29 CONSTRUCTALLEYAPRONPFR SDRSD G-17 �
30 EXISTING STREET SIGN TO BE PROTECTED IN PLACE w No. 80356
19 EXISTING SURVEYMONUMENT TO BE PROTECTED IN -PLACE. IF MONUMENT IS DISTURBED OR Exp. 12/31 /20
DESTROYED, IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR ANDA CORNER RECORD 31 INSTALL 6" STORM DRAIN CLEANOUT?
OF SURVEY SHALL BE FILED WITH THE COUNTY ,S j C! V � �Q
32 INSTALL 4" EMERGENCY OVERFLOW RISER /ATRIUM GRATE 0PW0JffP? rMAER AM W FW F0. WA� W01 i Wj� �jF O,c CAS
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 Forth Mghway 101, Ste A, Soiaaa Beach, GA 92075
ph 858.259.8212 I fx 898.289AS12 I Phs - &cm
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY
DRAVVN BY'
CHECKED BY:
ENGINE I G IVISIONAPPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
LSM
LSM
TGL
DESCRIPTION.' 2.5" BRASS DISK
LOCATION: THE TOP OF CURB ON THE SIDEWALK QUADRANT OF
INT
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE. Y -? - hi _
R.C.E. NO.: 80356
TYLERGLAWSON EXP: 12/31/20
RECOM ENDED: APP OVED:
JESSE WENS EDWARD J. M.
R
�J /e A CrTYEGW o� Ij p
-`D----ATTEE�= �- DATEI
GRADING PLAN FOR:
204 / 208 WEST J STREET
204 J STREET HOLDINGS' LLC
APN: 258 293-09-00
PLANNING CASE NO.07-154DR/TPM/CDP 3117-tat 506aL-
PUBLIC WORKS
TYLER G LAWSON DATE
THE INTERSECTION OF HIGHWAY 101 AND 7' STREET
PLANNING
RECORD FROM:. _ENCINITAS CONTROL STATION OC-139 ..._ :....:
ELEVATION. 78,658 DATUM: NAVD88
EDWARD J. WIMMER DATE
C17YENGINEER
REVIEWER
INSPECTOR
DRAINING NO.
14164-G
SHEET 2 OF 4
PLSA 3095-01
r
J
R WEST J STREET
80'
40' 40'
15E
V LANDSCAPE 5 g 25' TO FC 25' TO FC
STRIP SIDEWALK PARKWAY
EXISTINGAC
VARIES
VARIES PAVEMENT VARIES
--- -- - € i
I
EXISTING PCC
SIDEVALK TO " w E ` I ; -_ I _ - -- - -
PCC PROPOSED 6 - �_. _ -._
- - r -��
REMAIN CURB &GUTTER PER PROPOSED 2"---
SDRSO G 2 GRIND & OVERLAY
TYPICAL SECTION - WEST J STREET
NOT TO SCALE
R 2ND STREET
800'
' Y
40' 40'
15,
1 `LANDSCAPE 5f 9` 25' TO FC 25' TO FC
STRIP SIDEWALK PARKWAY
VARIES GRIND & 10' EXISTINGAC
VARIES OVERLAY VARIES PAVEMENT
EXISTING PCC
SIDEVV4LK TO \41 .;
`- -"� EXISTING CURB &v_- _ �-- •=-�._- _ -�`"` _ .___ __ _ _ .
REMAIN GUTTER TO REMAIN m
LIMIT GRIND & OVERLAY
OF EXISTINGAC PAVEMENT
TYPICAL SECTION - 2ND STREET
NOT TO SCALE
,
,
'
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- - S'
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... .. .•-' .. 3,
-•--•=w•;-"'
E
:l :�s3_ 1;' - I
1
FS=74 4
f=74
i
TC=7538TG=7497
o
FL=74.88
fl�4��
FS=74.97 a
FS=74.92
D FS--74,5
�FS=74
2.
a
MATCHEX.
_ V /V
PCC SIDEMK
!
4 J ' f
FS=74.84
o
TC=75.3# o
TC=74.9
�
,
FS=74.3 I
FL=74.8
TC=75.1
FS=74.
r
INSTALL YELLOW
FS=74.6
TRUNCATED DOMES
SDRSD GIGO
4.0'X 5.0'
f
TC=74.8
LANDING
TC=74.1
o
FS=74.3
BRISBANE BOX CITY
FS=73.6�
o
, '
STREET TREE(TYR)
N
_
':•:.:,
�....
u:
WEST J STREET
_
TYPICAL DETAIL - G-31 TYPE D CURB RAMP
NOT TO SCALE
15'
PARKWAY
VAS
EXISTING CURB & \- EXISTING
GUTTER TO REMAIN DECORATIVE PAVER
WALKWAY TO REMAIN
15'
PARKWAY
VARIES
.............-
- ---
UIS77NG CURB & --
GUTTER TO REMAIN
EXISTING PCC
SIDEWALK TO REMAIN
IN
2NDT STA: 7+39.97 25.OLT
4 EXIST MATCH EX. CURB & GUTTER
FS=73.41 (TC=73.35); (FL=72,85)
F=7 _49
FL=73.53 FSi73.43 0 ' 2ND ST STA: 7+3575 25.E
TC=73.W; FL=72.88
QZ
MATCH
EXIST.;
S
FS=73.47
oR - 2ND ST STA.- 7+29.36 29.4' LT
t
INSTALL TYPEA CURB RAMP PER
--- - - - 4 --- SDRSD G 27 WITH YELLOW
DOMES PER G-30; FS=72.95
FL=72.97
WESTJST
STA: 5+13.45 25 3 LT
TC=73.53, FL=73.03 '
TYPICAL DETAIL - G-27 TYPEA CURB RAMP
NOT TO SCALE
APPROXIMATE
LOCATION OF
EXISTING GAS MAIN
APPROXIMATE LOCATION
OF EXISTING SDKD 6"ACP
WATER MAIN PER WO-52-1
10, 10`
INSTALL NEW PCC
RIBBON GUTTER PER
DETAIL THIS SHEET
2.0% 2Y0%
INSTALL 4"AC OVER 6" CLASS IIAB OVER
{ NATIVE SUBGRADE COMPACTED TO 95%
REL. COMP OR TO SATISFACTION OF CITY
ENGINEER OR GEOTECHNICAL ENGINEER
RECOMMENDATIONS
APPROXIMATE LOCATION OF
EXISTING 8"VC SEWER MAIN PER
CITY OFENCINTAS DWG TM-4157-1
TYPICAL SECTION - ALLEY
W DRAIN PIPE
°ER PLAN)
DASHED LINE
REPRESENTS
EXISTING/PROPOSED
GRADEAT INVERT
'CC CUTOFF AALL
HICKNESS=6"
! TYPICAL DETAIL MODIFIED CUTOFF WALL
NOT TO SCALE 3.0'
X" OF SUBGRADE
PER GEOTECH
RECOMMENDATIONS FS=FL + 0.1' FL=PER PLAN
3.0' MIN
201MIN COLD PLANEAND OVERLAY
(2" MIN DEPTH) TO PROVIDE
SMOOTH TRANSITION
INSTALL 6" PCC
CURB & GUTTER EXISTINGAC
PER SDRSD G 2 PAVEMENT
Q 4 STRUCTURAL SECTION NEW
�0 4"AC OVER 6" CLASS II AB
OVER NAT#VE SUBGRADE
EXTFND BASE COMPACTED TO 95% REL. COMP.
6"BEHIND CURB
TYPICAL SECTION - SAWCUTAC PAVEMENT
NOT TO SCALE
6"X 16"PCC FLUSH CURB
OR DEEPENED G-1 CURB
VOID FILL ERe"TO! 8"(N0.8) APPROVED PERVIOUS
AGGREGATE IN VOIDS PAVERS W/ MIN. $ "VOID
BEDDING COURSE 2" THICK OF-!"
e
TE a N0.8 AGGREGA
- 6 Q
'a
A
d
F
3"
COURSE-4 - CHOKER coU -4 " THICK of -�
s 4
TO2"(NO.57) CRUSHED ROCK II
611 I
MIN. 6" THICK OF a
CRUSHED ROCK
SOIL SUBGRADE��-
NOTE:
ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEENADDED
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
-SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL-SUBDRNN MAY BE REQUIRED
TYPICAL DETAIL - PERVIOUS PAVERS
NOT TO SCALE
NOT TO SCALE
SOIL J - - X MDE, 6" THICK PCC
SUBGRADE RIBBON GUTTER,
560-C-3250 CONCRETE
TYPICAL SECTION - AC ALLEY & PCC RIBBON GUTTER
NOT TO SCALE
2" LAYER OF
Fr=PFR P1 AN HARDWOOD MULCH
INSTALL 4"AC OVER 6" CLASS II AB OVER
NATIVE SUBGRADE COMPACTED TO 95%
REL. COMP. OR TO SATISFACTION OF
CITYENGINEER OR GEOTECHNICAL
ENGINEER RECOMMENDATIONS
4" PVC EMERGENCY
OUTFLOW PIPE
I ,
18" LAYER OF ENGINEERED
SOIL; MINIMUM INFILTRATION
-._ ----- RATE OF 5 INCHES PER HOUR,
- -- --- SEE NOTE BELOW
- ..
3" LAYER OF PEA GRAVEL
9" LAYER OF 314" WASHED,
BQTTOM OF BASIN; CRUSHED STONE LAYER {NO
EL=FG PER PLAN MINUS 2.5' RECYCLED MATERIAL)
*BIOFILTRATION "ENGINEERED SOIL "LAYER SHALL BE EVENLY MIXED COMPOSITION
OF GASHED SAND, SANDY LOAM TOPSOIL, AND HUMIC COMPOST. THE MIX SHALL
CONTAIN 65% SAND, 20% TOPSOIL, AND 15% COMPOST OR HARDWOOD MULCH IN
ACCORDANCE VWTH COUNTY OF SAN DIEGO LID BIOSWALE MEDIA B1065 CUT SHEET
!f "
''3/4 CRUSHED ROCK LAYER SHALL BEA MIN#MUM OF 6 BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATIONAND STORAGEABILITY OF THE DETAIL
TYPICAL SECTION - BIORETENTION BASIN
NOT TO SCALE
QRpFESSIOy
�Q ?GLq "9!
w tb. 80356 �
Exp. 12/31 /20
'qT£ OF CAS-�F�
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
533 Notch EMShmay 103, Ste A, Sol=& Heach, CA 92075
ph 898.2ff.8212 I fz 6U.MA812 000z
ffI
CHAN(3EN0.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY
DESI
DRAWN BY
CHECKED BY. -
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
LSM
LSM
TGL
AN
AM -Whfa SEPA5DESCRIPTION:
2.5" BRASS DISK
LOCATION" THE TOP OF CURB ON THE SIDEWALK UADRANT OF
THE INTERSECTION OF HIGHWAY 101 AND "J" STREET
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE T -1-0
R.C-E NO.: 80356
TYLER G LAWSON EXP.. 1031/20
RECO ENDED: AP VE
JES OWENS EDVV4RD J. VVIM
CITYENGIN
-F CL
DATE LffTE
SECTIONS & DETAILS FOR:
204 / 208 WEST J STREET
204 J STREET HOLDINGS LLC
'
APN. 15S 293-09-00
PLANNING CASE NO: 07-154 DR / TPMI CDP Ks 11 Y - To 19 S V eL
i4 G4 G
PUBLIC WORKS
TYLER G LAWSOIV DATE
PLANNING
RECORD FROM.' E�NCINITAS CONTROL STATION OC-139
ELEVATION. 78.658' DATUM: NAVD88
EDWARD J. AIMMER DATE
CITY ENGINEER
REVIEWER
INSPECTOR
SHEET 3 OF 4
PLEA 3095 01
i_40Y-
3
::•:':' p
e � e
_ �_
.........
• :: SILT FENCE PER I
DETAIL D THIS SHEET
4
GRAVEL BAGS PER
DETAIL B THIS SHEET
:::'. :::...... :.
........... :::-':........ CONSTRUCTION GRAVEL BAIL INLET" Q �:`.:.E•.::•:.::;:.:':':_'':•:': ENTRANCE PER DETAIL PROTECTION P
::: THIS SHEET B THIS SHEET (TYP)
e
SILT FENCE PER
DETAIL D THIS SHEET
GRAVEL BAG INLET
-PROTECTION PER DETAIL
B THIS SH1=ET (TYP.)
f � _
(� F
GRAVEL BAG INLET
PROTECTION PER DETAIL
B THIS SHEET(7YP.)
a
r.,
EROSION CONTROL PLAN
SCALE: 1"=10'
WEST J STREET
16.0' ROW APN.' 258-293-10
J.7` I 11.3' Offer 5.0' -
COMMERCIAL BUILDING A
LEVEL 1 FS=74.5 APPROX. LINE OF A
FF=74.5 TC=74.05 EXISTING GRADE
PAD=73.8-y FG=73.3 FG=73.55 FS=73.5
- EXISTING STRUCTUREAT
7,77 FG=72.6 .. - PROPERTY LINE TO BE
E-- PROTECTED IN PLACF
:: _
:
€
e i i
i f
f
t
,
i
mmmmW � � ._�� 3"PVC SIDEWALK UNDER
INSTALL 6" PCC CURB PER ._... ="
LANDSCAPE PLANS; DEEPEN INSTALL BMP BASIN DRAIN PIPE OVERFLOW INSTALL 4" PVC STORM
CURB TOAVOID SURCHARGE PER DETAIL SHEET 3 FROM BMP PER PLAN DRAIN PIPEAT 1 % MIN
ON BMP BASIN
INSTALL 6" PCC CURB PER EXISTING PCC INSTALL 6"X 16" PCC FLUSH -
LANDSCAPE PLANS, DEEPEN SIDEWALK TO REMAIN CURB; DEEPENAS NECESSARY
CURB TO EXTEND 6" MIN FOR 1' MIN EMBEDMENT
BENEATH BMP BASIN
DESILTING BASIN NOTE:
BIORETENTION BASINS Sr ALL BE EXCAVATEDAND USEDAS
DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL
BE COMPLETELY REMOVED, BOTTOM SCARIFIED IF
NECESSARYAND THE BIORETENTION BASINS COMPLETED
ONCE FINAL SITE STABILIZATION ISACHIEVED, PRIOR TO
OCCUPANCYAND / OR FINAL
NOT TO SCALE
APN: 258-293-10
',�
i
8.51
APPROX. LINE OF
EXISTING GRADE
FG=73.3
EXISTING STRUCTUREAT
FS=73.6
GARAGE LEVEL ?
PROPERTY LINE TO BE
LANDSCAPE
FF 74.3
PROTECTED IN -PLACE f
AREA
^ - - - - - -
- -, PAD=73.6
. .......
k
CHANGE NO, I DESCRIPTION I APPROVED
_ E ; INSTALS_ DEEPENED
FOOTING PER
INSTALL 4" PVC STORM SEPARATE PLAN
DRAIN PIPEAT 1 % MIN INSTALL PERVIOUS
INSTALL 6" X 16" PCC PAVERS PER DETAIL
FLUSH CURB SHEET 3
SECTION C
NOT TO SCALE
DATE BENCHMARK
DESCRIPTION: 2.5" BRASS DISK
LOCATION: THE TOP OF CURB ON THE SIDEWALK -QUADRANT OF TYLER G LAWSON
THE INTERSECTION OF HIGHWAY 101 AND "J" STREET
RECORD FROM. ENCINITAS CONTROL STATION OC-139 EDWARD J. WIMMER
ELEVATION: 78.658' DATUM: NAVD88 CITYENGINEER
1
3" TO 6" COARSE AGGREG/
PLAN i
PROVIDEAPPROPRIATE TRANSITION --
BETWEEN STABILIZED CONSTRUCTION
ENTRANCEAND PUBLIC RIGHT -OF- WAY
*LESSER DISTANCEALLOWED WITH C17YINSPE'CTORAPPROVAL
DETAILA: CONSTRUCTION ENTRANCE
NOT TO SCALE
NOTE:
CONTRACTOR TO MODIFY CONSTRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIERAND CHANNELIZE
RUNOFF TO SEDIMENT TRAPPING DEVICE
SCALE: 1 " = 10'
0 5 0 10 20 31
1. SET POSTS AND EXCAVATE
4 BY4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROMAND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCEAND EXTEND IT
INTO THE TRENCH.
RUNOFF
GAP BETV
ACTS AS SPILLWAY
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
WIRE
s�
LAYERS OF GRAVEL
BAGS WITH ENDS
n1=01 nnncn
NOT TO SCALE
EROSION CONTROL LEGEND
CONSTRUCTION ENTRANCE
PER DETAIL TR-1 RZ2=
GRAVEL BAGS PER DETAIL 8 SE-4, 5E 6, S� 10
SILT FENCE PER DETAIL D SE-1 n n n
FIBER ROLL DETAIL C SE-5 FR -
HYDROSEEDING EC-4 x x x x x x
x x x x x
i r /
FIBER ROLLS,
SPACING MEASURED
%/'';'/°/'�''
-V
ALONG FACE OF THE
SLOPE VARIESPER
TABLE BELOW
I
y INSTALL A FIBER ROLL
NEAR SLOPE WHERE
IT TRANSITIONS INTO
TYPICAL FIBER ROLL INSTALLATION A STEEPER SLOPE
NOT TO SCALE
FIBER ROLL
t ,
8" MIN
�3/4" X 314"
WOOD STAKES
MAX 4' SPACING
DETAIL v FIBER ROLLS
FIBER ROLL SPACING TABLE
(PLACED ON LEVEL CONTOURS)
SLOPE INCLINATION
HORIZONTAL INTERVAL
4: ? (H:Vj OR FLATTER
20 FEET (MAXIMUM)
BETWEEN 4'?AND
2.'1(H. Vj
15 FEET (MAXIMUM)
2: ? (H: V) OR STEEPER
10 FEET (MAXIMUM)
NOT TO SCALE
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO
DETAIL D: SILT FENCE CONSTRUCTION ACTIVITIES (CONT'D FROM SHEET 1)
NOT TO SCALE
ON -SITE CONSTRUCTION
ON rE NSTRLJ rION MATERIAL STORAGE
V NT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PRE E O
STAY DRY OUT OF THE RAIN CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF
STORMWATER FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE , ETC. STOCKPILES SHALL
BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED IMTH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO 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. DUMPING OF UNUSED OR
WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED,
NOSEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS t 0 DIVERT
C WEST J STREET THE NATURAL STORM RUNOFF DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES.
20.2' DUMPSTERS VVITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN
ROW CONTACT WITHANY TRASH MATERIAL.
6.7' 6.0' 7.5' 1,O I 5.0` MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND
INSTALL STEM APPROX. LINE OF CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS
WALL PER HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195,
TC=74.8 EXISTING GRADE FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCOAT (760) 436-4151.
SEPARATE PLAN FS=74.3
GARAGE LEVEL 1 FS=74.3 TC=74.85 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANSAND RECYCLING RECEPTACLES AROUND THE SITE.
- - FF=74.3 - - - - - --- __- - - _ � FG=73.35 FS=73.3
PAD=73, 6 -� .. ^ L - - - - PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS, CONTRACTOR SHALL PROVIDE SECONDARY
N
. 9 CONTAINMENTAND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
FG=73.3 = _..._..
_� _ FG73.4
sGUTTER,D STORMDRAIN CONTRACTOR MUST ROUTINELY CHECK AND CLEAN
- E E zE
_
UP MATERIAL THAT MAY HAVE TRAVELEDAWAY FROM CONSTRUCTION SITE
E
PCC
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT,
EXISTING
SIDEWALK TO REMAIN CITY OFENCINITAS A ( ) 33-2770 r7606
DEEPEN FOOTING AS
NECESSARY TO AVOID �pF ESS/O
APPROX. LINE OF
4.9'
EXISTING GRADE
COMMERCIAL BUILDING
`FG=72.8)
LEVEL 1
FS=74.0
FF=74.5
PAD 73.8
INSTALL DEEPENED
w '! FOOTING PER
SEPARATE PLAN
INSTALL PERVIOUS
PAVERS PER DETAIL
SHEETS
NOT TO SCALE
SURCHAGE ON BMP BASIN INSTALL 6" PCC CURB INSTALL BMP BASIN INSTALL 6" PCC CURB PER �p e�R G L q ; 9!
INSTALL BMA BASIN PER LANDSCAPE PLANS, PER DETAIL SHEET 3 LANDSCAPE PLANS, DEEPEN =' �� `�� - <"y
DEEPEN CURB TO CURB TO EXTEND 6" MIN o
PER DETAIL SHEET z
EXTEND 6" MIN BENEATH BENEATH BMP BASIN 0 m
BMP BASIN � EXp 01 1 /20 2
AS -BUILT APPROVALS
INT DATE
DATE PUBLIC WORKS
PLANNING
DATE REVIEWER
INSPECTOR
P•
SECTION D �Tq CIVI\-
NOT TO SCALE TF OF CA�-�F
DESIGNED BY.'
DRAWN BY
CHECKED BY:
LSM
LSM
_
TGL
PLANS PREPARED UNDi-R SUPERVISION
OF
DATE, i'- f' ,f
R.C.E: NO.: 80356
TYLER G LAWSON
EXP: 12131120
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North ;I %hway 101. Ste A, Solana Burch. CA 92075
ph BSL259.8213 j fs 856.259.4812
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
RECOMMENDED: VE®: [.--� EROSION CONTROL PLAN FOR.
20 / 208 WEST J STREET 14164-G
JEs OWENS EDWARD d. WIMM 204 J STREET' HOLDINGS, LLC
CITYE GINEE APN: 258-29-09-00
�A19 '10
DATE DAT PLANNING CASE NO: 07-154 DR / TPM / CDP % t 11- z 0141 s 0 8 c SHEET 4 OF 4
PLSA 3095-01
F
ED
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ti LQ
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amid,
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