2018-14062 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO DBTAINA CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENTAT LEAST 48 HOURS PRIOR TO
WORKING IN THE PUBLIC; RIGHT OF WAY FAILURE TO DO SO WILL RESULT IN ISSUANCE OFA STOP WORK NOTICEAND
DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE 1S,
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 PERCENTAND BE CONVEYED TOANAPPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE INACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITASAND THE SAN DIEGOAREA REGIONAL
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BEAPPROVED BY THE CITYENGINEER PRIOR TO
ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED "LIMITED GEOECHNICAL INVESTIGATION, TWO PROPOSED SINGLE - FAMILY RESIDENCES, 1112
EOLUS AVENUE, CITY OF ENCINITAS, CALIFORNIA 92024 ", PREPARED BY EAST COUNTY SOIL CONSULTATIONAND
ENGINEERING, INC., DATED JULY20, 2018, SHALL BE CONSIDEREDASA PART OF THIS GRADING PLAN. ALL GRADING SHALL BE
DONE INACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
3. SEPARATEAPPROVALS AND PERMITS FORANY 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 TAKEANY NECESSARY PRECAUTIONS REQUIRED TO PROTECTADJACENT 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 THATANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED
SHALL BE RE- ESTABLISHEDAND REPLACED BYA REGISTERED CIVIL ENGINEER ORA LICENSED LAND SURVEYOR.
7, THE CONTRACTOR SHALL DESIGN, CONSTRUCTAND MAINTAINALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
RESPONSIBLE FOR CONFORMING TOALL LOCAL, STATEAND FEDERAL SAFETYAND HEALTH STANDARDS, LAWSAND
REGULATIONS,
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF(112) MILE OFA STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT
BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30A.M. NOR ON SATURDAYS, SUNDAYSAND 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 RECEIVEAPPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE.
THE DEVELOPER SHALL COMPLY WITHALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH
REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL
AND/OR FINAL RELEASE OF SECURITY, AWAS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER
PERMIT NO. 14062 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THEAPPROVED GRADING PLAN ORAS
SHOWN ON THE ATTACHED A S-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATEAND SIGNATURE OF THE
CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTEDAND TESTED BYA QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL
INSPECTAND TEST THE EXCAVATION PLACEMENTAND COMPACTION OFFILLSAND BACKFILLSAND COMPACTION OF
TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIREDAND WILL DETERMINE THE SUITABILITY OFANY FILL MATERIAL.
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR
UNDER HIS SUPER VISIONAND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS AREA CCEPTABLE FOR THEIR
INTENDED USE
13. THE CONTRACTOR SHALL PROPERLY GRADEALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGEAND PREVENT
PONDING OF WATER. HE SHALL CONTROL SURFACE WATERAND AVOID DAMAGE TOADJOINING PROPERTIES OR FINISHED
WORK ON THE SITEAND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
TIMEAS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLEDAND FILL SHALL BE PLACED INACCORDANCE WITH
STANDARD SPECIFICATION. ALL VEGETABLE MATTERAND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILLAND 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 TOA MINIMUM OF 90 PERCENT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD,
WATER AND COMPACT THE FILL IN STRICTACCORDANCE WITH SPECIFICATIONS.
15. CUTAND FILL SLOPES SHALL BE CUTAND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACEAND UNIFORM
CROSS SECTION. THE SLOPES OR EXCAVATIONAND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMEDAS
DIRECTED BY THE ENGINEER OFWORKAND LEFT INANEATAND ORDERLY CONDITION. ALL STONES, ROOTSAND OTHER
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICHARE LIABLE TO BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED OF THE TOEAND TOP OFALL 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 SOAS TO LEAVE THEAREAS THAT HAVE BEEN CLEARED WITHA NEATAND
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 OFANYANDALL 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 TOAS CITY TREESAND 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 LINEAREA (THEAREA FROM THE TRUNK OFA TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY
PROJECTION ON THE GROUND). IFA CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN
PLACE. EVEN IFAPPROVED IMPROVEMENTS ARE IN CONFLICT WITHA CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE
PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2H: 1V
MAXIMUM VERTICAL DEPTH OF CUT 1.5 FT
MAXIMIUM VERTICAL DEPTH OF FILL: 0.5 FT
CUT = 240 CY
FILL = 300 CY
IMPORT = 60 CY
REMEDIAL = 590 CY
IMPERVIOUS AREA:
IMPERVIOUSAREA PRIOR TO CONSTRUCTION:
4,292 SOFT
IMPERVIOUS AREA AFTER CONSTRUCTION:
9,973 SOFT
INCREASE IN IMPERVIOUS AREA:
5,681 SOFT
IMPERVIOUS AREA REPLACED:
4,292 SOFT
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BEN RYAN AT (858) 431-6102,24 HOURS A DAY
2. EQUIPMENTAND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLEATALL TIMES DURING THE RAINY SEASON
(OCTOBER 1 TOAPRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILES 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 THEAPPROVAL OF THE ENGINEERING INSPECTOR.
4, THE CONTRACTOR SHALL RESTOREALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY
ENGWEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURESAS MAY BE REQUIRED BY THE CITY ENGINEER DUE
TOAN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLEAND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS THATARE UNSAFE ORARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUDN THE PROJECT PERIMETER MUST DRAINAWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH
WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACEAT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY
RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILTAND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
RAINFALL.
S TORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROMALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS
SHALL DISCHARGE ONTO GRASSAND LANDSCAPEAREAS PRIOR TO COLLECTIONAND DISCHARGE ONTO THE STREETAND/OR INTO
THE PUBLIC STORM DRAIN SYSTEM,
2. GRASSAND LANDSCAPEAREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUTA
PERMIT FROM THE CITY
3. ALL IMPERVIOUSAREAS WITHIN THE SITE SHALL DRAIN TOAPPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED
AREAS WITHADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE
APPROVED BMPIIMP FACILITYAND /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 TOAN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVEA MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMPAREA OR HAVEANOTHER APPROVED DRAINAGE
SYSTEM THAT IS DESIGNED TO COLLECT RUNOFFAND DISCHARGE IT TOANADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED ORALTERED WITHOUTA PERMIT FROM THE CITY.
7. THE INSTALLATION OFADDMONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED
OR THATA SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTINGAND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT
PRACTICE REQUIREMENTS, THE TRASH ENCLOSURES SHALL HAVEAN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOTALLOW
RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLEAND LOCKED WHEN NOT IN USE. A BERM SHALL BE
INSTALLEDATALL OPENINGS TO HOLD W ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTERAND TO PREVENTANY FLOW OF STORM
WATER THROUGH THE TRASH ENCLOSUREAREA. THE BERM CAN BE CONSTRUCTED WIDEAND FLAT TOALLOW ROLLING OF THE
DUMPSTER INAND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVEA DRAIN THAT DISCHARGES THROUGHAN
ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGHA CITY - APPROVED HYDROCARBON FILTERAND
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING
PERMIT MAYBE REQUIRED 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 REPRESENTATIONAS TO THE ACCURACY
OF, THE LOCATION OF OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN
THE LIMITS OF THIS PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAYAFFECT FINAL DESIGN, LE., 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 BY SAN DIEGUITO WATER DISTRICT
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATEAND/ORADJUST TO GRAOEANY EXISTING WATER FACILITY (FIRE
HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH ISAFFECTED BY THEIR PROJECT ALLAFFECTED WATER FACILITIES
MUST MEET CURRENT WATER AGENCIES' ST,A,NDARDS 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 SEPARATION 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 LAWASSEMBLY BILLAB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR
REPAIR OFALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. W COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL
REQUIREALL MATERIALS TO BE NO -LEAD BRASS PARTS,
9. ALL COPPER TUBING USED FORAIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC
PROTECTION INACCORDANCE WITH WC -17 OR WC -18.
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USEAN ADEQUATELY SIZED CONCRETE WASHOUTAREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS
ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTERAND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM ORANY
RECEIVING WATER, CONTRACTOR SHALL POSTA SIGN DESIGNATING THE WASHOUT LOCATION,
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITEACCESS 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 PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERSAND 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 GRADINGACTIVITIESAREALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFFAROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT
CHANNELS AGAINST EROSION USING PERMANENTAND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHENABSOLUTELY NECESSARY LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY. THEY HELP DECREASE
EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION
CONTROL PURPOSES, EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELDAND BIND
THE SOIL.
PLANT PERMANENT VEGETATIONAS SOONAS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIESARE COMPLETE. WATER USAGE FOR
DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED INA SECURE PLACE TO PREVENT SEEPAGEAND SPILLAGE. CONTRACTOR SHALL STORE THESE
PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FORALL 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 LOCATEDAWAY FROM CONCENTRATED STORMWATER
STORMWATER FLOWSAND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURESAND
PROVIDED WITHA TEMPORARY SEDIMENT BARRIERAROUND THE PERIMETERATALL 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 BEAVAILABLE TO EVERYONE WORKING ON SITE.
THE PROPERTY OWNER(S)AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTSAND THEIR
OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OFALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF
UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
_ NO SEEPAGE FROMANYDUMPSTER SHALL BE DISCHARGED INTO STORMWATER, BERMS/DIKES SHALL BE PLACEDAROUNDALL DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED
ATALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN
ORDER TO AVOID RAIN CONTACT WITHANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALTAND CONCRETE, WOOD,
AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED
OFAS 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 CANSAND RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDERAND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPTAWAY FROM THE STREET GUTTER ANDS R CONTRACTOR TORMD AIN. CO TRAC OR MUST ROUTINELY CHECK
AND CLEANUP 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.
NOTIFICATIONS
1, THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BYA
SEARCH OFAVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THEREARE NO EXISTING UTILITIES EXCEPTAS SHOWN ON THESE PLANS,
HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECTANY EXISTING UTILITIES OR STRUCTURES
LOCATEDAT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATIONAND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - LEUCADIA WASTEWATER DISTRICT- (760) 753 -0155
B. GAS & ELECTRIC - SDGE - (760) 438 -6200
C. WATER- SAN DIEGUITO WATER DISTRICT - 1- 800 - 227 -2600
D. RECYCLED WATER SAN ELIJO JOINT POWERS AUTHORITY- (760) 753 -6203; X -32
E. TELEPHONE - SBC BELL (760) 489 -3411
F CABLE TV - COX COMMUNICATIONS -(760) 806 -9809; X -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 WITHOUT
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTIONAND REMOVAL.
SHEET INDEX
1. TITLE SHEET
2. GRADING PLAN & DETAILS
3. EROSION CONTROL PLAN & SECTIONS
OWNER
TOURMALINE PROPERTIES, INC.
2079 GARNETAVENUE
SAN DIEGO, CA 92109
PERMITTEE
TOURMALINE PROPERTIES, INC.
2079 GARNETAVENUE
SAN DIEGO, CA 92109
SITE ADDRESS
1112 EOLUSAVENUE
ENCINITAS, CA 92024
APN: 254 - 391 -10
LEGAL DESCRIPTION
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THE SOUTHEASTERLY 100 FEET OF LOT 10, BLOCK "E" IN THE CITY OF VICINITY MAP
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO NTS
MAP THEREOF NO. 1788, FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY, ( MORE FULLY DESCRIBED IN GRANT DEED RECORDED IN
THE OFFICE OF THE SAN DIEGO COUNTY RECORDER IN BOOK 4515 AT PAGE 159
OF OFFICIAL RECORDS, JULY 3, 1952)
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THATA REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITYAND ADVISE ON THE COMPACTIONAND STABILITY OF THE SITE.
I (WE) HEREBYAGREE TO INDEMNIFY, DEFEND, AND HOLD CITYAND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, ANDAGENTS
HARMLESS FROM, ANDAGAINSTANYANDALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OFACTIONS, LOSSES, DAMAGESAND
COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR INANY MANNER CONNECTED DIRECTLY OR
INDIRECTLY WITHANYACTS OR OMISSIONS OF OWNER OR OWNERSAGENTS, EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FORANYANDALL WORK OR CONSTRUCTION COVERED IN
THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY
OR PUBLIC EASEMENTS.
311_a�i
SIGNATURE: DATE.'
PRINT NAME: BEN RYAN, PRESIDENT/ CEO
SOILS ENGINEER'S CERTIFICATE
1, MAMADOU S. DIALLO, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE
FIELD OFAPPLIED SOIL MECHANICS, HEREBY CERTIFY THATA SAMPLINGAND STUDY OF THE SOIL CONDITIONS PREVALENT
WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JULY 20, 2018. ONE COMPLETE COPY OF THE SOILS REPORT
COMPILED FROM THIS STUDY, WITH MY RECCMMENDATIONS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
FURHTERMORE, I HAVE REVIEW THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANSAND SPECIFICATIONS.
SIGNED: IM --6o6
MAMADOU S. DIALLO ° <
pFE= SSrON�
RCE/GE: 54071 /2704
EXP DATE. 12 -31 -2019 ( GE 2704
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JOB #: 18- 1147B3
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EAST COUNTY SOIL CONSULTATIONAND ENGINEERING, INC. CAl �FU2
10925 HARTLEY ROAD, SUITE i
SANTEE, CA 92071
PH: (619) 258 -7901
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLYACCEPTED
STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
HEREIN SHALL BE INACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE
ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THATANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS
IN ITS CAPACITYAS 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 DESIGNAND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY
FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEERAGREES TO INDEMNIFYAND HOLD HARMLESS THE CITY OF
ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURYARISING SOLELY FROM THE NEGLIGENT
ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSEAND SCOPE OF SUCH
AGENCYAND EM-PyL�OYMMENTTAA/ND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE: !/G ft�� DATE :�
Af TYLER G LAWSON
PASCO, LARGT, SUITER & ASSOCIATES
535 N. HIGHWAY 101, SUITEA
SOLANA BEACH, CA 92075
PH: (858) 259 -8212
eRpFESSIOrI\ BMP PROJECT STATUS
cR LA[uI S - r
z
No. 80356 m
Exp. 12/31/20
STANDARD
LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
PUBLIC SEWER SYSTEM APPROVAL
OVED BY: LWD DISTRICT ENGINEER
C33692
DE777ffRr!r�SM, PE RCE DATE I q 2 /!f j /� �%•�p
DEXTER WILSON ENGINEERING, INC. 6/30/2020 Z `� t� 3't�`4� l ` L ���1�'► "� IVY" a r�- �/ I R
SIGN DATE SIGN DATE S DATE SIGN DATE SIGN DATE
FIRM EXP. DATE
l
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY: DRAWN BY:
CHECKED BY:
ENGINEERING
DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
LSM LSM
TGL
ReJlSF =' u r E W-V Tz'6N
`� /� /q
DESCRIPTION: CONTROL POINT #1024
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
REC MMEND D:
APP
GRADING PLAN FOR:
p�itN �Gi1A
-
4 Z.6 l'�
LOCATION: 2.5" DISC IN SIDEWALK IN THE SOUTHEAST
/25/20
DATE: -3
_
1112 EOLUS AVENUE
PUBLIC WORKS
N.A
q/3
3
AS -BUILT
2N
9 3 2020
QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. 37
TY ER LAWSON DATE
JES OWENS
�" EDWA
D J. WIMMER
14062 G
FEET EASTERLY OF TRAFFIC SIGNAL
Stever No -wa.k/ 9/3/2020
PLANNING
NA
CI /3
R.C.E. NO.: 80356
--�
� z" �
CITY ENGINEER ( 4
�'�
APN: 254 -391 -10
REVIEWER
JQO
q/3
RECORD FROM: ROS 18416
EDWARD J. WIMMER DATE
TYLER G
�
ELEVATION: 178.54' DATUM: NAVD88
CITY ENGINEER
INSPECTOR
JK
Cl/3
LAWSON EXP.: 12/31/18
DATE
DATE
PLANNING CASE NO: 18 -140 TPM/ CDP
SHEET 1 OF 3
PASCO, LARET, SUITER &ASSOCIATES
535 N. HWY 101, SUITEA, SOLANA BEACH, CA 92075
PH: (858) 259 -8212 FAX: (858) 259 -4812
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GONSTRUCTCURB& TC= 154.8,' INSTALL PERVIOUS'., TC =156.6 TC =1585 I
GUTTER PER SDR ,SD FL -154 3 PAVER DRIVEWAY PER FL=156.1 FL =158 ;
5) Ir G -02 ) __ ( -156.4) (EG 158.5)
(EG =154 7 DE,.._
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TW459.0 r( FL;
TC-
I_(Bw=159.0)I
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s o%
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FG -144.8
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4
DF - +0.8' ` S ,, ° E: 150- - oo _ < o 157 156 �6� FS =1
_� _ FL -148:9 g.3/ TC -151.3 FL -152.7
fi o
�.. a F = �� FS =146. = {
G 145.3 � ' ` ° � ', - FL 152;8 '
° � �, FL 150 8 -
FG =144.9 = ��
a,
146.8
_
,. EXISTING THE SW- -196.7 ^� FL =155.4 - _
FL -� 1572 FL 158 0 o
N 3 , ; .r •. • _TO BE RENO ° - °' X T. i _ - EXISTING TREE fl -
�� a F 1&
t a 'ao �:- i / by FG, 156. ,G =158.3 FL =1582 o
FG =146.8 _ ° �, 6 _ TO REMAW °
,
FS =145.5 _. r �h N DF - +1.8 ; TSW =160.3 '
o
FG=
APPROXIMAT
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E
° 5? FG :16.5 T
LOCATION OF SUMP I l
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M FF -146.0 ) F- o ) 1.o a i r
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_ 3,
i
PAD= 145.3 FS -158.5 1
P
AD- 4 9:' REMOVED P ° _
145.3 - ( ) 'i.P CEL FS 15.9
� AR 1
CONStRUCTMASONRY ,; f' ° :, � � � Q ' � _
' PER 11 ° - 1-59.
I
RETAINING WALL PER l
4 1.0% -
-.- �F_�5 � FS 1596
SDRSD q=02 � PAD=
158 158. _
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_., FF- -147.0 - ! _ -
�EXlSTI G TREE � � _ 1 � v HP- 159:3 �,
': �� �FAfl 1�
;' FG 144.8 DF - +0.5 ,. _• _ _ .. _„ TO r9 . � .. _ ; �
�, PAD 146.3 A �FG= 159:4'
BE
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!, FS 16
i �- - -... __ ._.
t _ TSW =147.4 _, _..:. 9
1.0 tC
F 1449 i o .
, PARCEL 2 -
wo,. _... _..... _.
r +
o,
FF= 147.5
Q INSTALL 6 0
° t DASHED LINE r� I
5 0�
g PAD =146.8
` - ` � `' DASHED LINE TRENCH DRAIN.
INSTALL 4'x19'RIPRAP, -.. REPRESENTS SW 1+1fiB " FS =158.5 REPRESENTS
' ,/� \ STALL PVC
APPROXIMATE LINE OF x
f
N
° FS 160.2
r � . . , 'CORM IN PI ; APPROXIMATE LINE O a ' .
� ENER�iYDIS�IPATER PER � „` FG -146.8 � I r ., t , � � o �
II _
SDR D 0 40 TYP ROOFABOVE (TYP.) (',, 3 I FCC= 150:5, .. L- _ o S 159.9. °
ROOFABOVE (TYP.) FF 960.0 0
t\ ( ) TW= 149.0 _ O _ co n; lE a 8.9 °
ROCK CLASS= No2BACKING;`
Luff ! �_anvu.nrc = FG- :.150. - FG =158. t rn r I
BW 1473 FG -157.0
c= 153x!1 FF 160 5 PAD =159.3 ti 5 �„ °'
8 TF1.1 FT vre 1 „wtT41,` _ - ( I .
PA
k8EAT16N9F HP =146.7
j .::_. = . 1.0/
OF TS W -159.7 D 159.1
146.7 _ X _' 3 -149.3 °o -t- -- _ , - G 146.8 + F 68 DF Q7 G 14 . ,F F=143.5 ;: �A4P� FG =146.8 I , '' .� ,. - - _.. _..._.... I
Z` „ FG -144 . i r4c� v 'I FS =159.7 2.0 %... o �3 o 5.09 3 a
FL- 146.4 0/u 14.0 a ' 1;. 22.0% 15.1) _0/
=
yi N R •- ; ! A FG =156.5 AC AC FS =160:0 FS =160. p y'
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FS 15,9.9
I ; � FS 160.9
- 0% a
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-144.7 _ _ 7 .
1� (+ FL 145.3 TW 147 0 v ..- ._.... .._ v ° fi5 1 ES =1 4.8
Dom_ t s
14 i �. ,, - . - �. 60f 6,
i o 6 B W } 47.0 0 - _
W Z► TW =149:0 ,
" tam 2.8/o r 2.8 0 <;
•�--
FS 159.9
,
BW =14 `. ... -_. v r fE= 154.74
W. 5
EXISTING TREE _ _ r
S! A4,01, O." . _. VCW 145 147 � = h s� ��� ��
„ _ _ 6 TO 8E REMOVED ''
- .._.._ � _. _ ., 1G 9 , IE 149.0. i _._.. = •� ,
r
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x 7� 6
62
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- _.- .._ta`_....d,&' ._ -� _�`i......Y,. _�.....�'Ai.,: - ..._ ,: ..... _......... .._... _ . .,.. •'tea ..... .: -_..._ u
_.__... - - -_.. o r " r _ .__.. -._. ''.. /
F 1�F'74 5605E 299.92 TG -156.5
I , : • , ; TG =150.0 FOUND MONUMENT _ .:,
INSTALL 6 PVC FS�159
G =15 4
TO 8E. PROTECTED -
IE -152.8 7. y �� - _� i
� =-(�G= 145.7), .
(E ). _
IE =144.7 '" EG -15 .6 _ _ _ fi
(._._ 3) TG 155.4 _ EG 158.3 IE 158,6
l
___._ EG =148:5 __._.. EG-149.3 ( )
u � ; -� ._.,.__ .- _..___. _..._ ( �...,,- INSTALL 4'x1 ' IP P N Y _ ^� "�-. - -_ '. ......_.. x ..;,� _ ... r. �,_: STORM DRAIN PIPE -
__ ..__ _. ( ) ._ 9 R RA E G __ _ T
4 y i
1 IN PLACE
_ _ EG 55
EXISTLN , OFFSITE- x y .....- _... -.�. X _ / IE 153c0 , , - �._,...15 . 1.0 %MIN TG =159.8 `1 \ tG =1650 .
__- FOUND MONUMENT n }; - DISSIPATER PE17 SDRSD 040 (TYP.) @ (TYP) 12
__...__.__ n . _..__..._ x ..__.___� _.__. -_. 'KINSTALL'8 PVC INSTALL 18'x18"
1� 1571 IE -1630
13 MI.FOm
0
0
- 12'
I
'FS= 165.0) ,
FS =165.0 SEINER ,
FS =165.2 �TENSIOA
PER *4 -I
i
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w
a�
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1
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W
'S =165.2 44
f
25. T
D
3 ",� Lul
N rn vii Mi
o
W r
-w. -Ii
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w t
k\-(FS 55.5)
(F8 = 165.5)'
F -165.7
� FS-165,8 I
13.5''
._
- (FS= i65.S) '
-FS f65.7':- (FS= 166.2)6
m
Z
1 7 w
Q
(STING 8" PVC
!'ER MAIN PER °w
VG NO. 12955-1
I
' TO BE OTECTED I ' - STORM DRAIN PIPE WALL TO REMAIN ROCK gLA�SS = No. 2 BACKING. EG =165.5 -: EXISTING 12 "ACP
PROPOSED PRIVATE o T = 1 FT ` G-149.9) _,.., , BROOKS BOX INLET =
1.0/ MIN (TYP)
APN: 254 - 391 -54 TO 1595 ( ? o %
I ! DRAINAGE EASEMENT FOR / �� APN. 25439' 3 : , �, TG =150.0 IE= 158:7 i FOUND 1�tONUM1`N1 TL? I l WATER MAIN o
, 5: �✓ 4, IE -146.0 i {
a >< ! % ? THE BENEFIT OF PARCEL 1 / ` ;' ? ;' . ! / \ e' :' r •, F$s 159.9 '', BEPRDTECTED IN PLACE n
LEGEND CONSTRUCTION NOTES ABBREVIATIONS
Ir
t
PROPERTY BOUNDARY FS = FINISHED SURFACE
CONSTRUCT PCC FLATWORK INSTALL 8" SEWER MAIN EXTENSION PER PUBLIC IMPROVEMENT PLAN 14062 -1 ® INSTALL 6' HIGH WOOD FENCE PER SEPARATE LANDSCAPE PLANS (TYP.)
FG = FINISHED GRADE x
RIGHT -OF -WRY FL = FLOWLINE TIN PER PLAN =TOP
INSTALL PERVIOUS PAVERS O INSTALL 4" SEWER LATERAL PER PUBLIC IMPROVEMENT PLAN 14062 -1 ® CONSTRUCT MODIFIED CUTOFF WALL PER DETAIL THIS SHEET GF = FACE OF GARAGE ELEVATION CAP UNIT OF WALL AT STORM DRAIN PIPE r
PER SDRSD FINISHED SURFACE y
ADJACENT PROPERTY CONSTRUCT DEEPENED FOOTING PER SEPARATE O3 INSTALL SEWER MANHOLE PER PUBLIC IMPROVEMENT PLAN 14062 -1 10 RIPRAP ENERGY DISSIPATOR SPILLWAY SHALL BE CONSTRUCTED LEVEL AT IE = HIGH POINT 4, (SIZE PER PLAN)
IE = INVERT ELEVATION a o � R3 BUILDING PERMIT CONSTANT ELEVATION TO ALLOW FOR EMERGENCY DISSIPATED SHEET FLOW - m
PROPOSED LOT LINE TG = TOP OF GRATE ° . a DASHED LINE
® DISTRICT TO INSTALL 1 DUAL DOMESTIC/ FIRE WATER METER AND SERVICE PER WAS WS -09 TIN = TOP OF WALL AT FINISHED GRADE BW PER PLAN = BOTTOM u>
CONSTRUCT STEM WALL PER SEPARATE AT OWNER'S EXPENSE 11 INSTALL 4" PERFORATED DRAIN PIPE WITH PERFORATIONS DOWN. CONNECT OF WALL AT FINISHED REPRESENTS z
CENTERLINE 8W = BOTTOM OF WALL AT FINISHED GRADE EXISTING/ PROPOSED
D
BUILDING PERMIT PERFORATED PIPE TO BROOKS BOX AT IE =147.0 TSW = TOP OF STEM WALL GRADE ° D D 0-
5 EXISTING 1" WATER METER AND SERVICE TO REMAINADJUSTED TO GRADEAS NECESSARY q a A GRADEAT INVERT 0
BUILDING FOOTPRINT O SYSB = SIDE YARD SETBACK
CONSTRUCT RETAINING WALL (TYPE PER PLAN) 12 INSTALL 24 "X 24 "GRATED INLET BY BROOKS PRODUCTS OR APPROVED EQUAL FYSB = FRONT YARD SETBACK
6 CONSTRUCT Tx 42' PERVIOUS PAVER PARKING SPACE PER DETAIL THIS SHEET
ROOFLINE PERARCHITECTURAL - - - RYSB = REAR YARD SETBACK
PLANS CONSTRUCT 6 13 CURB & GUTTER PER SDRSD G -2 INSTALL PRIVATE FORCE MAIN PER PUBLIC IMPROVEMENT PLAN 14062 -1 o r
O7 INSTALL TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DETAIL 0.5' MIN COVER OVER a 4 PCC CUTOFF WALL
CONSTRUCT 6" CURB PER SDRSD G -1 FOOTING PER SDRSD TF = TOP OF a THICKNESS =8"
PROPOSED SETBACK TYP FOOTING x:
' NOTE: "ENGINEERED SOIL" LAYER SHALL BE BERM BEYOND
GRADELIMITLINE W W W W INSTALL 6'WOOD FENCE PER SEPARATE PERMIT X X X MINIMUM 18" DEEP "SANDYLOAM" SOIL MIX WITH NO FG= BASINFG +1.5'MIN TYPICAL DETAIL - RETAINING WALL TYPICAL DETAIL - MODIFIED CUTOFF WALL -
MORE THAN 5% CLAY CONTENT. THE MIX SHALL 1 GALLON CAX TUMULICOLA - FOOTHILL
GRADE BREAK - - - - - - CONSTRUCT BMP BASIN PER DETAIL THIS SHEET CONTAIN 50 - 60% SAND, 20 - 30% COMPOST OR RIPRAP ENERGY SEDGE (WUCOLS LOW) OR APPROVED EQUAL NOT TO SCALE NOT TO SCALE
o DISSIPATERAND PLAN 18"O.C.BASIN SHALL BE D
HARDWOOD MULCH, AND 20 - 30% TOPSOIL. PER PLAN @
INSTALL RIPRAP ENERGY DISSIPATER PER SPILLWAY PER PLAN PERMANENTLY IRRIGATED WITH OVERHEAD
EXISTING CONTOURS _ - 1,, • ....... FG= BASINFG + 1.3'
SDRSD 0-40 No. 2 BACKING UNLESS OTHERWISE NOTED SPRAY. INSTALL 3" DECOMPOSED MULCH
SEE CONSTRUCTION BETWEEN PLANTINGS 6 "X 16" PCC FLUSH CURB
PROPOSED CONTOURS 100 ?Qp RA'P S 1 V%LL W NOTE 70
PROPOSEDASPHALT PAVEMENT. MIN 4" 6" CLASS ll . �• T OR DEEPENED G -1 CURB
PROPOSED FLOWLINE - ... �- .. BASE OR PER GEOTEGHNICAL ENGINEER RECOMMENDATIONS GRoVT6D uP To 1.5' 1 VOID FILLER-,' " TO"' (N0.8) APPROVED PERVIOUS
T
•571.161. k^y 6CEv • 13 G =PER PLAN
t '+ 2 AGGREGATE 1N VOIDS PAVERS Wl MIN, "VOID
INSTALL 12 "X 12" YARD DRAIN p s ?�
INSTALL PRIVATE PUMP & 2" PVC PS PS -� J ''' t I ' ' BEDDING COURSE -2" THICK OFJ" i
FORCED SEWER LATERAL PER " JJ _ _ - - TO' " (NO.8) AGGREGATE a, • a a .
SEPARATE PERMIT INSTALL 6 PVC DRAIN PIPE _ _ - -_ _ 2 HARDWOOD MULCH/ -�
GRASS COVER OR CITY CHOKER COURSE4" THICK OF 8
e
a3
0
i`
- - - - - TOE (NO.57) CRUSHED ROCK INSTALL 8" PVC DRAIN PIPE APPROVED EQUIVALENT 6 LE: 1" = 10'
MIN. 6" THICK OF"'
NOTE: UTILITIES ARE KNOWN TO EXIST IN THEAREA. i 12" LAYER
CRUSHED ROCK _ , -1 L Eno
INFORMATION SHOWN HEREON IS PER BESTAVAILABLE NOTE: IFANYMONUMENT IS DISTURBED OR DESTROYED PRIVATE SEWER PUMPAGREEMENT ENGINEERED SOIL �1 -� a '� F -- I -
IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR
AND A CORNER RECORD OR RECORD OF SURVEY SHALL
BE FILED WITH THE COUNTY.
RECORDED: APRs L I6 ?.o�°l "SEE NOTE LEFT NOTE: SOIL SUBGRADE -- O q 10 5 0 10 20 30
Q OFESS/ N
AS DOCUMENT total - O 13 77 0K 2 -3" 3/8 "CRUSHED -ALL AGGREGATE MUST BE CLEAN/WASHEDAND FREE OF FINES (SAND, SILT, ETC.) ��2k� MFR G Lgpti Fyn
ROCK -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEENADDED c
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
GRADER TO SCARIFY' 21" LAYER OF 3/8" -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED a Exp. 12/31/20 0
rri
BOTTOM EXCAVATION GRAVEL - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL- SUBDRAIN MAYBE REQUIRED P
TYPICAL SECTION - BIORETENTION BASIN TYPICAL DETAIL - PERVIOUS PAVERS sTq CW
NOT TO SCALE OF CAS 1F�
NOT TO SCALE
I
N
c
5
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: cHETKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. :s
r
ILe Qrse en R V-eVM Flr 6WATTW % DESCRIPTION: CONTROL POINT #1024 /25/20 INT, DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDED: AP GRADING PLAN FOR:
*611N Nir U�q��pA) -t LOCATION: 2.5" DISC IN SIDEWALK IN THE SOUTHEAST n.) R G LAWSON DATE PUBLIC WORKS N�} q/3 DATE: -3 • 1112 EOLUS AVENUE 4062 -G Q
3 AS BUILT 2N 9 3 2020 QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE, 37
FEET EASTERLY OF TRAFFIC SIGNAL Steve, NoAwa k/ 9/3/2020 PLANNING NA a/3 /% R.C.E. NO.: 80356 JES OWENS CI J. WIMMER APN: 254 -391 -10
RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER JQO 61/3 /'�- CITY NGINEER
0
ELEVATION: 178.54' DATUM: NAVD88 CITY ENGINEER INSPECTOR �K 61/3 TYLER G LAWSON EXR: 12/31/18 DAT �L /� DATE ' 1 ` PLANNING CASE NO: 18 -140 TPM/ CDP SHEET 2 OF 3
<l
PASCO, LARET, SUITER & ASSOCIATES
535 N. HWY 101, SUITE A, SOLANA BEACH, CA 92075
PH: (858) 259 -8212 FAX: (858) 259 -4812
7
JNSTALL • s •...
DISSIPATER ENERGY
UBEWERUVEij
...
-146.7
FENCE PER SEPARATE),
INSTALL PRIVATE FORCED SEWER
�. J2
ROCK- CLASS all
No 2 BACKING
=146.2t
T
T0=149.1
TALLPERVIOUS
..
„
:.
is ® -RAVER DRIVEWAY PER
4• .0 ••:•
EXISV�NG TREE
iii'
• ` ►s:
.�s,•.,w
♦;.: � dam �:� --�
111.
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/11 .11�
l JI .
ME
,�,�,► � ��'
I
v '1 11
1 1 1 ®I 1 1 rl
1 1 1 ►r
.-
-1 ►1
TO BE REMOVED
,
_ X54- 391 -36
APN:
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' ._..
GONSTRUCTCURB& TC= 154.8,' INSTALL PERVIOUS'., TC =156.6 TC =1585 I
GUTTER PER SDR ,SD FL -154 3 PAVER DRIVEWAY PER FL=156.1 FL =158 ;
5) Ir G -02 ) __ ( -156.4) (EG 158.5)
(EG =154 7 DE,.._
E -
TW459.0 r( FL;
TC-
I_(Bw=159.0)I
150.1
1
oS .
s o%
r o
- o o
- -- -
FG -144.8
X'
_
8.0% 7.0% i 418% -
1.0 __r v, _ : _ g B
/o. � TC 149,4.. -, - .e ----� cn � ,, TC, -153.2 O `
4
DF - +0.8' ` S ,, ° E: 150- - oo _ < o 157 156 �6� FS =1
_� _ FL -148:9 g.3/ TC -151.3 FL -152.7
fi o
�.. a F = �� FS =146. = {
G 145.3 � ' ` ° � ', - FL 152;8 '
° � �, FL 150 8 -
FG =144.9 = ��
a,
146.8
_
,. EXISTING THE SW- -196.7 ^� FL =155.4 - _
FL -� 1572 FL 158 0 o
N 3 , ; .r •. • _TO BE RENO ° - °' X T. i _ - EXISTING TREE fl -
�� a F 1&
t a 'ao �:- i / by FG, 156. ,G =158.3 FL =1582 o
FG =146.8 _ ° �, 6 _ TO REMAW °
,
FS =145.5 _. r �h N DF - +1.8 ; TSW =160.3 '
o
FG=
APPROXIMAT
CL
E
° 5? FG :16.5 T
LOCATION OF SUMP I l
157 0 F� l�
,..
L ... _ 159 ,! ,
ca -
XiSTiNG pF = +1.0 F159.4 i o -
M FF -146.0 ) F- o ) 1.o a i r
„i �, 1 r FS =a47.4 1 9. - fRUCTURE: 0 BE , ' o i.
_ 3,
i
PAD= 145.3 FS -158.5 1
P
AD- 4 9:' REMOVED P ° _
145.3 - ( ) 'i.P CEL FS 15.9
� AR 1
CONStRUCTMASONRY ,; f' ° :, � � � Q ' � _
' PER 11 ° - 1-59.
I
RETAINING WALL PER l
4 1.0% -
-.- �F_�5 � FS 1596
SDRSD q=02 � PAD=
158 158. _
.t
t
1
,
3 ;
` - O Sx �,, ° '• l COD .,¢%. u*
O
_., FF- -147.0 - ! _ -
�EXlSTI G TREE � � _ 1 � v HP- 159:3 �,
': �� �FAfl 1�
;' FG 144.8 DF - +0.5 ,. _• _ _ .. _„ TO r9 . � .. _ ; �
�, PAD 146.3 A �FG= 159:4'
BE
Iy
R MOUE r` ��..`_ *`�'
!, FS 16
i �- - -... __ ._.
t _ TSW =147.4 _, _..:. 9
1.0 tC
F 1449 i o .
, PARCEL 2 -
wo,. _... _..... _.
r +
o,
FF= 147.5
Q INSTALL 6 0
° t DASHED LINE r� I
5 0�
g PAD =146.8
` - ` � `' DASHED LINE TRENCH DRAIN.
INSTALL 4'x19'RIPRAP, -.. REPRESENTS SW 1+1fiB " FS =158.5 REPRESENTS
' ,/� \ STALL PVC
APPROXIMATE LINE OF x
f
N
° FS 160.2
r � . . , 'CORM IN PI ; APPROXIMATE LINE O a ' .
� ENER�iYDIS�IPATER PER � „` FG -146.8 � I r ., t , � � o �
II _
SDR D 0 40 TYP ROOFABOVE (TYP.) (',, 3 I FCC= 150:5, .. L- _ o S 159.9. °
ROOFABOVE (TYP.) FF 960.0 0
t\ ( ) TW= 149.0 _ O _ co n; lE a 8.9 °
ROCK CLASS= No2BACKING;`
Luff ! �_anvu.nrc = FG- :.150. - FG =158. t rn r I
BW 1473 FG -157.0
c= 153x!1 FF 160 5 PAD =159.3 ti 5 �„ °'
8 TF1.1 FT vre 1 „wtT41,` _ - ( I .
PA
k8EAT16N9F HP =146.7
j .::_. = . 1.0/
OF TS W -159.7 D 159.1
146.7 _ X _' 3 -149.3 °o -t- -- _ , - G 146.8 + F 68 DF Q7 G 14 . ,F F=143.5 ;: �A4P� FG =146.8 I , '' .� ,. - - _.. _..._.... I
Z` „ FG -144 . i r4c� v 'I FS =159.7 2.0 %... o �3 o 5.09 3 a
FL- 146.4 0/u 14.0 a ' 1;. 22.0% 15.1) _0/
=
yi N R •- ; ! A FG =156.5 AC AC FS =160:0 FS =160. p y'
j-
10 dC 9 i !, �- = j
L
FS 15,9.9
I ; � FS 160.9
- 0% a
FL
-144.7 _ _ 7 .
1� (+ FL 145.3 TW 147 0 v ..- ._.... .._ v ° fi5 1 ES =1 4.8
Dom_ t s
14 i �. ,, - . - �. 60f 6,
i o 6 B W } 47.0 0 - _
W Z► TW =149:0 ,
" tam 2.8/o r 2.8 0 <;
•�--
FS 159.9
,
BW =14 `. ... -_. v r fE= 154.74
W. 5
EXISTING TREE _ _ r
S! A4,01, O." . _. VCW 145 147 � = h s� ��� ��
„ _ _ 6 TO 8E REMOVED ''
- .._.._ � _. _ ., 1G 9 , IE 149.0. i _._.. = •� ,
r
_
x 7� 6
62
' N
i
, .
., _.
_ _-
_,_... •., aY.'•cA. ,x. • �.. •.:. - 13ra1...Y�'.w'.',.;:�.. tx,u, a7..,.. �'» ?', �6... .....�.�;�t..... ?,i.,_�....._.; .._.......r '....- .....&':.�s�. -.... 1z.....cy��'�._. .,",,,.,..� ......... t = ,., -
- _.- .._ta`_....d,&' ._ -� _�`i......Y,. _�.....�'Ai.,: - ..._ ,: ..... _......... .._... _ . .,.. •'tea ..... .: -_..._ u
_.__... - - -_.. o r " r _ .__.. -._. ''.. /
F 1�F'74 5605E 299.92 TG -156.5
I , : • , ; TG =150.0 FOUND MONUMENT _ .:,
INSTALL 6 PVC FS�159
G =15 4
TO 8E. PROTECTED -
IE -152.8 7. y �� - _� i
� =-(�G= 145.7), .
(E ). _
IE =144.7 '" EG -15 .6 _ _ _ fi
(._._ 3) TG 155.4 _ EG 158.3 IE 158,6
l
___._ EG =148:5 __._.. EG-149.3 ( )
u � ; -� ._.,.__ .- _..___. _..._ ( �...,,- INSTALL 4'x1 ' IP P N Y _ ^� "�-. - -_ '. ......_.. x ..;,� _ ... r. �,_: STORM DRAIN PIPE -
__ ..__ _. ( ) ._ 9 R RA E G __ _ T
4 y i
1 IN PLACE
_ _ EG 55
EXISTLN , OFFSITE- x y .....- _... -.�. X _ / IE 153c0 , , - �._,...15 . 1.0 %MIN TG =159.8 `1 \ tG =1650 .
__- FOUND MONUMENT n }; - DISSIPATER PE17 SDRSD 040 (TYP.) @ (TYP) 12
__...__.__ n . _..__..._ x ..__.___� _.__. -_. 'KINSTALL'8 PVC INSTALL 18'x18"
1� 1571 IE -1630
13 MI.FOm
0
0
- 12'
I
'FS= 165.0) ,
FS =165.0 SEINER ,
FS =165.2 �TENSIOA
PER *4 -I
i
I ,
w
a�
D o
1
�I
W
'S =165.2 44
f
25. T
D
3 ",� Lul
N rn vii Mi
o
W r
-w. -Ii
'D
w t
k\-(FS 55.5)
(F8 = 165.5)'
F -165.7
� FS-165,8 I
13.5''
._
- (FS= i65.S) '
-FS f65.7':- (FS= 166.2)6
m
Z
1 7 w
Q
(STING 8" PVC
!'ER MAIN PER °w
VG NO. 12955-1
I
' TO BE OTECTED I ' - STORM DRAIN PIPE WALL TO REMAIN ROCK gLA�SS = No. 2 BACKING. EG =165.5 -: EXISTING 12 "ACP
PROPOSED PRIVATE o T = 1 FT ` G-149.9) _,.., , BROOKS BOX INLET =
1.0/ MIN (TYP)
APN: 254 - 391 -54 TO 1595 ( ? o %
I ! DRAINAGE EASEMENT FOR / �� APN. 25439' 3 : , �, TG =150.0 IE= 158:7 i FOUND 1�tONUM1`N1 TL? I l WATER MAIN o
, 5: �✓ 4, IE -146.0 i {
a >< ! % ? THE BENEFIT OF PARCEL 1 / ` ;' ? ;' . ! / \ e' :' r •, F$s 159.9 '', BEPRDTECTED IN PLACE n
LEGEND CONSTRUCTION NOTES ABBREVIATIONS
Ir
t
PROPERTY BOUNDARY FS = FINISHED SURFACE
CONSTRUCT PCC FLATWORK INSTALL 8" SEWER MAIN EXTENSION PER PUBLIC IMPROVEMENT PLAN 14062 -1 ® INSTALL 6' HIGH WOOD FENCE PER SEPARATE LANDSCAPE PLANS (TYP.)
FG = FINISHED GRADE x
RIGHT -OF -WRY FL = FLOWLINE TIN PER PLAN =TOP
INSTALL PERVIOUS PAVERS O INSTALL 4" SEWER LATERAL PER PUBLIC IMPROVEMENT PLAN 14062 -1 ® CONSTRUCT MODIFIED CUTOFF WALL PER DETAIL THIS SHEET GF = FACE OF GARAGE ELEVATION CAP UNIT OF WALL AT STORM DRAIN PIPE r
PER SDRSD FINISHED SURFACE y
ADJACENT PROPERTY CONSTRUCT DEEPENED FOOTING PER SEPARATE O3 INSTALL SEWER MANHOLE PER PUBLIC IMPROVEMENT PLAN 14062 -1 10 RIPRAP ENERGY DISSIPATOR SPILLWAY SHALL BE CONSTRUCTED LEVEL AT IE = HIGH POINT 4, (SIZE PER PLAN)
IE = INVERT ELEVATION a o � R3 BUILDING PERMIT CONSTANT ELEVATION TO ALLOW FOR EMERGENCY DISSIPATED SHEET FLOW - m
PROPOSED LOT LINE TG = TOP OF GRATE ° . a DASHED LINE
® DISTRICT TO INSTALL 1 DUAL DOMESTIC/ FIRE WATER METER AND SERVICE PER WAS WS -09 TIN = TOP OF WALL AT FINISHED GRADE BW PER PLAN = BOTTOM u>
CONSTRUCT STEM WALL PER SEPARATE AT OWNER'S EXPENSE 11 INSTALL 4" PERFORATED DRAIN PIPE WITH PERFORATIONS DOWN. CONNECT OF WALL AT FINISHED REPRESENTS z
CENTERLINE 8W = BOTTOM OF WALL AT FINISHED GRADE EXISTING/ PROPOSED
D
BUILDING PERMIT PERFORATED PIPE TO BROOKS BOX AT IE =147.0 TSW = TOP OF STEM WALL GRADE ° D D 0-
5 EXISTING 1" WATER METER AND SERVICE TO REMAINADJUSTED TO GRADEAS NECESSARY q a A GRADEAT INVERT 0
BUILDING FOOTPRINT O SYSB = SIDE YARD SETBACK
CONSTRUCT RETAINING WALL (TYPE PER PLAN) 12 INSTALL 24 "X 24 "GRATED INLET BY BROOKS PRODUCTS OR APPROVED EQUAL FYSB = FRONT YARD SETBACK
6 CONSTRUCT Tx 42' PERVIOUS PAVER PARKING SPACE PER DETAIL THIS SHEET
ROOFLINE PERARCHITECTURAL - - - RYSB = REAR YARD SETBACK
PLANS CONSTRUCT 6 13 CURB & GUTTER PER SDRSD G -2 INSTALL PRIVATE FORCE MAIN PER PUBLIC IMPROVEMENT PLAN 14062 -1 o r
O7 INSTALL TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DETAIL 0.5' MIN COVER OVER a 4 PCC CUTOFF WALL
CONSTRUCT 6" CURB PER SDRSD G -1 FOOTING PER SDRSD TF = TOP OF a THICKNESS =8"
PROPOSED SETBACK TYP FOOTING x:
' NOTE: "ENGINEERED SOIL" LAYER SHALL BE BERM BEYOND
GRADELIMITLINE W W W W INSTALL 6'WOOD FENCE PER SEPARATE PERMIT X X X MINIMUM 18" DEEP "SANDYLOAM" SOIL MIX WITH NO FG= BASINFG +1.5'MIN TYPICAL DETAIL - RETAINING WALL TYPICAL DETAIL - MODIFIED CUTOFF WALL -
MORE THAN 5% CLAY CONTENT. THE MIX SHALL 1 GALLON CAX TUMULICOLA - FOOTHILL
GRADE BREAK - - - - - - CONSTRUCT BMP BASIN PER DETAIL THIS SHEET CONTAIN 50 - 60% SAND, 20 - 30% COMPOST OR RIPRAP ENERGY SEDGE (WUCOLS LOW) OR APPROVED EQUAL NOT TO SCALE NOT TO SCALE
o DISSIPATERAND PLAN 18"O.C.BASIN SHALL BE D
HARDWOOD MULCH, AND 20 - 30% TOPSOIL. PER PLAN @
INSTALL RIPRAP ENERGY DISSIPATER PER SPILLWAY PER PLAN PERMANENTLY IRRIGATED WITH OVERHEAD
EXISTING CONTOURS _ - 1,, • ....... FG= BASINFG + 1.3'
SDRSD 0-40 No. 2 BACKING UNLESS OTHERWISE NOTED SPRAY. INSTALL 3" DECOMPOSED MULCH
SEE CONSTRUCTION BETWEEN PLANTINGS 6 "X 16" PCC FLUSH CURB
PROPOSED CONTOURS 100 ?Qp RA'P S 1 V%LL W NOTE 70
PROPOSEDASPHALT PAVEMENT. MIN 4" 6" CLASS ll . �• T OR DEEPENED G -1 CURB
PROPOSED FLOWLINE - ... �- .. BASE OR PER GEOTEGHNICAL ENGINEER RECOMMENDATIONS GRoVT6D uP To 1.5' 1 VOID FILLER-,' " TO"' (N0.8) APPROVED PERVIOUS
T
•571.161. k^y 6CEv • 13 G =PER PLAN
t '+ 2 AGGREGATE 1N VOIDS PAVERS Wl MIN, "VOID
INSTALL 12 "X 12" YARD DRAIN p s ?�
INSTALL PRIVATE PUMP & 2" PVC PS PS -� J ''' t I ' ' BEDDING COURSE -2" THICK OFJ" i
FORCED SEWER LATERAL PER " JJ _ _ - - TO' " (NO.8) AGGREGATE a, • a a .
SEPARATE PERMIT INSTALL 6 PVC DRAIN PIPE _ _ - -_ _ 2 HARDWOOD MULCH/ -�
GRASS COVER OR CITY CHOKER COURSE4" THICK OF 8
e
a3
0
i`
- - - - - TOE (NO.57) CRUSHED ROCK INSTALL 8" PVC DRAIN PIPE APPROVED EQUIVALENT 6 LE: 1" = 10'
MIN. 6" THICK OF"'
NOTE: UTILITIES ARE KNOWN TO EXIST IN THEAREA. i 12" LAYER
CRUSHED ROCK _ , -1 L Eno
INFORMATION SHOWN HEREON IS PER BESTAVAILABLE NOTE: IFANYMONUMENT IS DISTURBED OR DESTROYED PRIVATE SEWER PUMPAGREEMENT ENGINEERED SOIL �1 -� a '� F -- I -
IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR
AND A CORNER RECORD OR RECORD OF SURVEY SHALL
BE FILED WITH THE COUNTY.
RECORDED: APRs L I6 ?.o�°l "SEE NOTE LEFT NOTE: SOIL SUBGRADE -- O q 10 5 0 10 20 30
Q OFESS/ N
AS DOCUMENT total - O 13 77 0K 2 -3" 3/8 "CRUSHED -ALL AGGREGATE MUST BE CLEAN/WASHEDAND FREE OF FINES (SAND, SILT, ETC.) ��2k� MFR G Lgpti Fyn
ROCK -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEENADDED c
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
GRADER TO SCARIFY' 21" LAYER OF 3/8" -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED a Exp. 12/31/20 0
rri
BOTTOM EXCAVATION GRAVEL - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL- SUBDRAIN MAYBE REQUIRED P
TYPICAL SECTION - BIORETENTION BASIN TYPICAL DETAIL - PERVIOUS PAVERS sTq CW
NOT TO SCALE OF CAS 1F�
NOT TO SCALE
I
N
c
5
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: cHETKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. :s
r
ILe Qrse en R V-eVM Flr 6WATTW % DESCRIPTION: CONTROL POINT #1024 /25/20 INT, DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDED: AP GRADING PLAN FOR:
*611N Nir U�q��pA) -t LOCATION: 2.5" DISC IN SIDEWALK IN THE SOUTHEAST n.) R G LAWSON DATE PUBLIC WORKS N�} q/3 DATE: -3 • 1112 EOLUS AVENUE 4062 -G Q
3 AS BUILT 2N 9 3 2020 QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE, 37
FEET EASTERLY OF TRAFFIC SIGNAL Steve, NoAwa k/ 9/3/2020 PLANNING NA a/3 /% R.C.E. NO.: 80356 JES OWENS CI J. WIMMER APN: 254 -391 -10
RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER JQO 61/3 /'�- CITY NGINEER
0
ELEVATION: 178.54' DATUM: NAVD88 CITY ENGINEER INSPECTOR �K 61/3 TYLER G LAWSON EXR: 12/31/18 DAT �L /� DATE ' 1 ` PLANNING CASE NO: 18 -140 TPM/ CDP SHEET 2 OF 3
<l
PASCO, LARET, SUITER & ASSOCIATES
535 N. HWY 101, SUITE A, SOLANA BEACH, CA 92075
PH: (858) 259 -8212 FAX: (858) 259 -4812
7
I J ,
,1 i• 1
tl -
- '
X 142.1
' 7:= .
t �
'
X 145.4 f '
. -.rse� •
t 1
�- '
1 �
�+ SILT FEM
11 ®IIIIIIIIIIIIIiilll
■ \� i�iii�iiii�iiiiiiii�i
11111111111111111111
�, 11111lllllllllllllil
®1111112011 111111111111
STABILIZED X" x ` - 1. SET POSTS AND EXCAVATE
' -fit 4 BY 4 IN 10 BY 10 CM
r CTIO - _ ( )
:,��� "�,. ` ' TRENCH
ENTRANCE PER. :DETAILA..., f;'
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS. EROSION CONTROL LEGEND
' sr
e
X ..
ly
1S''\� ` R lye', • \ •I ,�11 � E i i -pan°; � � � -
i
' •� ) ;
:1 a f ',�•,-_• \ . ' jx� r , • � • , V' ,..¢ , , - : ' ; r r - ._\_.../ , i r f . 1 • ' , ' y � .
3. ATTACH THE FILTER FABRIC TO
E
THE WIRE FENCE AND EXTEND IT
x 1151.41
` € " ( • ! �� �..,...... _.-' 4._ ._..J { i .....; � r ;f ; '...�, i >\`- �"` � s E Ia•m" } ,i::.�;K +.Y1wRi. .?egsertad«..�:,�1a�tklf -�.AFS - NCH.
1 i
.i \ t I t' 1 � / , � £ 1 �€ 2• 1 i ^y\AICI _ , � .. 1 SK...,_. O j _W+
r it 1
•1 - , l�..J �..- ? _ l A" F.r3 v, III
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(
'•� .. 41: IpsP 1 '�l` E E t :I„fa i �G�, , - tt . Fim ♦ ••i. y • i i . S'
? r "x r _Gf�AVEI BAG /N ET STORY 1 -c
4. I
' J'
a ° Sl�.,l..r ,�i
4
i
I
N .. au- = .pTECTION PER qs t cn
? 2
DE L 13 THIS S EET bG jLbA G . NL .
° '
} r
PATIO
FCTIOMP
GRAVEL BAG NIET .., . , , � ':' :. , -..>
', r r - a DET L THIS $H
SILT FENCE PER PERK» _ ? - _ f r °' GRAVE BA -INLET ° L
DETAIL C THIS SHEET - . ` -. _ -.. _ - .; ,,< „ DETAIBTH1S SHEET S t...
/ T
mA ' Y
DFTA11
S
e
1 - a is 1 ; ✓ _ _
X 143.3 j � , � _ -___ -. x - - x -- x . SILT FENCE PER.:_
€ ' l i r ? /' `• X ,1 , DETAIL C THIS SHEET
GRAPHIC SCALE: 1" = 20'
LEUCADIA WASTEWATER DISTRICT- GENERAL NOTES:
1. ALL WORKAND MATERIALS RELATED TO LWD SEWER DESIGN, MATERIALS, AND CONSTRUCTION SHALL CONFORM TO THE LWD
SEWER STANDARD SPEC AVAILABLE ON THE LWD WEBSITEAT HTTP : /MWWW. LWD. ORG /DEVELOPERS /STANDARD -SPECS AND TO THE
REQUIREMENTS OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK)AND THE REGIONAL STANDARD
DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD STANDARDS GOVERN.
2. CONTRACTOR SHALL CCTV INTERNALLY INSPECTALL GRAVITY SEWER FACILITIES CROSSED OVER OR UNDER, BOTH BEFOREAND
AFTER NEW IMPROVEMENTSARE CONSTRUCTED. HIGH QUALITY DIGITAL CCTV VIDEO SHALL BE PROVIDED TO LWD FOR REVIEW AND
RECORD PURPOSES PRIOR TO COMMENCING NEW WORKAND FOLLOWING COMPLETION OF NEW WORK. THE CCTV DOCUMENTATION WILL
BE SUBMITTED TO THE DISTRICT 15 CALENDAR DAYS PRIOR TO COMMENCEMENT OF WORK THAT WILL CROSS GRAVITY SEWER.
3. CONTRACTOR SHALL BEAWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE
PUBLIC 24 HOURSA DAY, 365 DAYSA YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR
OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIRATANY TIME. THE CONTRACTOR WILL ENSURE THATACCESS TO THE FACILITIES IS
MAINTAINEDATALL TIMES (DURING CONSTRUCTIONANDAT THE END OF EACH CONSTRUCTION DAY)AND SHALL NOT HINDERAND WOULD
BE EXPECTED TOASSIST WITHACCESS WHILE WORKING AROUND LWD FACILITIES,
4. CONTRACTOR SHALL TAKEALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILITIESAND STRUCTURES DURING
CONSTRUCTION. SHOULD THE CONTRACTORATANY TIME DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR
SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZEAND CONTROL ANY SEWAGE SPILLAND REPAIR DAMAGED FACILITIES TO THE
SATISFACTION OF THE LWD ENGINEER AT NO COST TO LWD INCLUDING INSPECTIONANDANY BYPASSING REQUIRED TO SEWER FACILITIES
SHALL BE REPAIRED INACCORDANCE WITHALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD
APPROVAL PRIOR TO REPAIR.
5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS, CONTAININGANY SEWAGE SPILLS,
RECOVERYAND LEGAL DISPOSAL OFANY SPILLED SEWAGEARISING FROMANY WORKADJACENT TO LWD FACILITIES OR ALLOWING A
SEWAGE SPILL OR FAILURE TO PREVENTA SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPONSIBLE FORALL
CLEAN UP COSTSAND PENALTIESASSESSED TO THE D/STR/CTAS A RESULT OFA SEWAGE SPILL CAUSED BY THE CONTRACTOR.
6. CONTRACTOR SHALL NOTIFY LWDA WEEK INADVANCEOF PLANNED CONSTRUCTIONACTIVITIES IN THEAREA OF WORK
POTENTIALLYAFFECTING LWD SEWER FACILITIES.
7. CONTRACTOR SHALL NOTIFY LWD WITH 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDERCROSSWGS, OVERCROSSINGS, OR
PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED.
8. COORDINATION, SUBMITTALS, AD NOTIFICATIONS SHALL BE MADE BYTELEPHONEAND EMAIL TO MR. IAN RIFFELAT 760 - 753 -01551
IRIFFEL @LWD.ORG. EMERGENCY CONTACT CAN BE MADEAFTER HOURS TO LWDAT 760- 753 -0155
'L
APN APN: R
5.0' 254 - 391-53 254 - 391 -39
10
R �
50.0'
' 8.0' 12.0' ( 13.5'
VARIES VARIES
2% 2% MIN 2% MIN
�� ,. k:.waraaazFa�wz5-ss'�x.,• - -; ;----i t
i
PROPOSED PERVIOUS EXISTING 12"
PAVER PARKING STALL WATER MAIN
PER DETAIL THIS SHEET EXISTING 8" SEWER
PROPOSED 4 "AC MAIN PER DRAWING
PAVEMENT OVER
6" CLASS 11 BASE N0. 12955 -!
TYPICAL SECTION - EOL US AVENUE
INSTALL 6' WOOD SETBACK
FENCE PER LINE
DASHED LINE REPRESENTS SEPARATE PERMIT ��- 10.0'_ _�_
APPROXIMATE LOCATION DE OF
CONTRACTOR TO
PROVIDE 6" MIN.
COVER OVER STORM
DRAIN PIPE (TYP.)
,
--
I
APPROXIMATE
LOCATION OF 8" PVC
STORM DRAIN PIPE CCi^T1nn► A
EXISTING GRADE
�z
APN-
254 - 391 -26
CHANGE NO.
A3 AS -BUILT
NOT TO SCALE
INSTALL 6' WOOD
FENCE PER
SEPARATE PERMIT
SETBACK
LINE
I-
BIORETENTION' DASHED LINE REPRESENTS
LIMIT OF AREA =480 SF APPROXIMATE LOCATION FS =145.5
GRADE FG =142.0 OF EXISTING GRADE
•_e
, ,
i
DESCRIPTION
PASCO, LARET, SUITER & ASSOCIATES
535 N. HWY 101, SUITE A, SOLANA BEACH, CA 92075
PH: (858) 259-8212 FAX: (858) 259-4812
DRAINAGE
SWALE
NOT TO SCALE
PROPOSED
BUILDING
�t 11
DESILTING BASIN NOTE
v1-
4 IN (10 CM) 3" TO 6" COARSEAGGREG)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
n EXISTING GROUND
FILTER FABRIC E _ - 16MIN.
�' I PLAN I
DETAIL C: SILT FENCE
NOT TO SCALE
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS
DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE
COMPLETELY REMOVEDAND THE BIORETENTION BASINS
COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR
TO OCCUPANCYAND /OR FINAL RELEASE
SETBACK e APN:
LINE I 254- 391 -53
EXISTING FENCE
PROPOSED 9.0 SYSB �I f TO REMAIN
BUILDING I LIMIT OF
GRADE
FG =146.8 ✓��
DRAINAGE - - %� EXISTING
SWALE - RETAINING WALL
INSTALL 8 " PVC TO REMAIN
STORM DRAW PIPE
AREA DR
PROVIDEAPPROPRIATETRAHSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCEAND PUBLIC RIGHT -OF- WAY
'LESSER DISTANCEALLOWED WITH CITY INSPECTOR APPROVAL
DETAIL A: CONSTRUCTION ENTRANCE
4WO LAYERS OF GRAVEL
BAGS WITH ENDS
DETAIL B: GRAVEL BAGS
NOT TO SCALE
NOT TO SCALE
PROPOSED CONSTRUCTION TR -1
ENTRANCE PER DETAIL A
GRAVEL BAGS PER DETAIL B SE-4, SE -6, SE -10
SILT FENCE PER DETAIL C SE -1 n n n
FIBER ROLL SE -5 FR
LIMIT OF WORK
X X X X x X x x x x x /•
HYDROSEEDING ECG x x x x x x x x x x x ^�
x x x x x x x x x x x
PRIVATE PUMP STATION DESIGN REQUIREMENTS
IT 1 REQUIRED Y LWD THAT THE PUMP STATION SHALL:
S EQU B
1. COMPLY WITH CALIFORNIA PLUMBING CODE CHAPTER 7 SECTION 710.0
2. HAVE DUAL PUMPS
3. HAVEA HIGH- LEVELALARM
4. HAVEA PUMP FAILUREALARM
5. HAVEA SYSTEM WHEREBY THEABOVEALARMSARE NOTICEABLE FROM
THE RESIDE NC AUDIO VISUAL SERVICE ETC.
N ,
IT IS RECOMMENDED BY LWD THAT THE PUMP STATION HAS:
1. A CHOPPER OR GRINDER PUMP
2. A SERVICE CONTRACT
3. ANALARM SERVICE CONTACT RESPONSE
NOTE: IF PRIVATE PUMP STATION DOES NOT CYCLE SEVERAL TIMES PER DAY,
ODORS MAY OCCUP AT DISCHARGE POINTS, THIS IS COMMON WHEN RETURNING
FROM VACATION.
CLEAN OUT CANAND
LID PER LWD S -25
TE: BOTH CLEAN OUTS SHALL HAVE A MALE SCREW IN PLUG
APN:
254 - 391 -38
3.5' 16.0'
INSTALL 6' WOOD PRIVATE DRIVE 10.0' PROPOSED
FENCE PER SYSB BUILDING
SEPARATE TC =158.7 2.5'
PERMIT FL =158.2 2.5'
TC =159.2 FG =158.3 FF = 159.0
EG =158,6 - - - _L2000 PAD = 158.3
CONSTRUCT':,.
DEEPENED CURB ': ' ___-
E
& GUTTER PER - °' _ -
SDRSD G -02 CONSTRUCT DRAINAGE
DEEPENED CURB SWALE
INSTALL PERVIOUS APPROX LOCATION OF PER SDRSD G -01
PAVERS PER PROPOSED PRIVATE 2" NOTE: CURB SHALL BE DEEPENED TO
DETAIL SHEET 2 PVC FORCED SEWER MATCH PERVIOUS PAVER SUBGRADE
LATERAL PER LWD S -17
NOT TO SCALE
SETBACK PROPOSED
CONSTRUCT MASONRY PROPOSED LINE BUILDING
RETAINING WALL PER LOT LINE
SDRSD C -02 PARCEL 2 PARCEL 1
TW =149.0 25.0 DASHED LINE REPRESENTS F5 =158.5
BW =1470 1NSTALL6'WOOD RYSB LIMITOF LIMITOF
APPROXIMATE LOCATION GRADE
FENCE PER BIORETENTION GRADE JOF EXISTING GRADE CONSTRUCT 10.0' SEPARATE PROPOSED STEM WALL PER PROPOSED SYSB AREA =480 SF PERMIT BUILDING SEPARATE BUILDING FG =149.0
BUILDING PERMIT
FF 147.5 FS =1470 - - - - - - - [ :....:. -^
FF= 1470
FF = 146.0 PAD =146.8 - -A9 -14 . - - _ - - - - - _. i_. € _ [ ^ -1 ,
PAD = 145.3 _ - _____ _.__
i._ -7
r E 1
J
-�_
,
1 E
1
SECTION D
R
PROJECT EOLUSAVE
SITE ROW
I
PVC FORCE CONCRETE CONCRETE
MAIN ENCASEMENT ENCASEMENT
O
PRIVATE PUMP CASING CONCRETE CASING
STATION END SEAL SADDLE END SEAL
TYPICAL DETAIL - PRIVATE PUMP STATIONAND CLEANOUT
NOT TO SCALE
R APN:
SETBACK 254. 913P54_ 913 54
LINEPROPOSED `
BUILDING ( SYSB I
EXISTING FENCE
FF= 160.0 FS= 160.0 TO REMAIN
PAD 1593 10% ! G =158.7
DASHED LINE REPRESENTS INSTALL 6" PVC
APPROXIMATE LOCATION STORM DRAIN PIPE
OF EXISTING GRADE
SECTION C
NOT TO SCALE '
to
SETBACK
EOLUSAVE �
176' I -LINE 25.0' ROW
PROPOSED FYSB FG =164.5
BUILDING DASHED LINE REPRESENTS
APPROXIMATE LOCATION OF
FF = 1600 FS =159.9 F3=159.6 I EXISTING GRADE
.
FF = 159.0 ;
PAD = - 158- 3-- - - - -
€ ; - -_
G
�I
OFESS /0 z
R q
Q�CO eFR G Lq
80356 rn
Exp. 12/31 /20
NOT TO SCALE ST9 OF CA NF��\P
DESIGNED BY: DRAWN BY: CHECKED BY: z
APPROVED DATE BENCHMARK AS -BUILT APPROVALS LSM LSM TGL ENGINEERING DIVISION P OVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
SZN 91312020 DESCRIPTION: CONTROL POINT #1024
Z /25/20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDED: AP D: EROSION CONTROL PLAN & SECTIONS FOR:
LOCATION: 2.5" DISC IN SIDEWALK IN THE SOUTHEAST TY R AWSON DATE PUBLIC WORKS NA a/3 DATE: • J • l 1112 EOLUS AVENUE
QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. 37 JES OWENS EDWARD J. WIMMER 14062 -G
FEET EASTERLY OF TRAFFIC SIGNAL Steve, Nma,k/ 91312020 PLANNING NA 61/3 R.C.E. NO.: 80356 �O' APN: 254 -391 -10 [
RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER JQO 61/3j CITY ENGINEER a
ELEVATION: 178.54' DATUM: NAVD88 CITY ENGINEER TYLER G LAWSON EXP.: 12/31/18
INSPECTOR JK q/3 DATE DATE PLANNING CASE NO: 18 -140 TPMI CDP SHEET 3 OF 3
u»
2. STAPLE WIRE FENCING TO
THE POSTS. EROSION CONTROL LEGEND
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3. ATTACH THE FILTER FABRIC TO
E
THE WIRE FENCE AND EXTEND IT
x 1151.41
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? r "x r _Gf�AVEI BAG /N ET STORY 1 -c
4. I
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a ° Sl�.,l..r ,�i
4
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N .. au- = .pTECTION PER qs t cn
? 2
DE L 13 THIS S EET bG jLbA G . NL .
° '
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PATIO
FCTIOMP
GRAVEL BAG NIET .., . , , � ':' :. , -..>
', r r - a DET L THIS $H
SILT FENCE PER PERK» _ ? - _ f r °' GRAVE BA -INLET ° L
DETAIL C THIS SHEET - . ` -. _ -.. _ - .; ,,< „ DETAIBTH1S SHEET S t...
/ T
mA ' Y
DFTA11
S
e
1 - a is 1 ; ✓ _ _
X 143.3 j � , � _ -___ -. x - - x -- x . SILT FENCE PER.:_
€ ' l i r ? /' `• X ,1 , DETAIL C THIS SHEET
GRAPHIC SCALE: 1" = 20'
LEUCADIA WASTEWATER DISTRICT- GENERAL NOTES:
1. ALL WORKAND MATERIALS RELATED TO LWD SEWER DESIGN, MATERIALS, AND CONSTRUCTION SHALL CONFORM TO THE LWD
SEWER STANDARD SPEC AVAILABLE ON THE LWD WEBSITEAT HTTP : /MWWW. LWD. ORG /DEVELOPERS /STANDARD -SPECS AND TO THE
REQUIREMENTS OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK)AND THE REGIONAL STANDARD
DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD STANDARDS GOVERN.
2. CONTRACTOR SHALL CCTV INTERNALLY INSPECTALL GRAVITY SEWER FACILITIES CROSSED OVER OR UNDER, BOTH BEFOREAND
AFTER NEW IMPROVEMENTSARE CONSTRUCTED. HIGH QUALITY DIGITAL CCTV VIDEO SHALL BE PROVIDED TO LWD FOR REVIEW AND
RECORD PURPOSES PRIOR TO COMMENCING NEW WORKAND FOLLOWING COMPLETION OF NEW WORK. THE CCTV DOCUMENTATION WILL
BE SUBMITTED TO THE DISTRICT 15 CALENDAR DAYS PRIOR TO COMMENCEMENT OF WORK THAT WILL CROSS GRAVITY SEWER.
3. CONTRACTOR SHALL BEAWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE
PUBLIC 24 HOURSA DAY, 365 DAYSA YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR
OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIRATANY TIME. THE CONTRACTOR WILL ENSURE THATACCESS TO THE FACILITIES IS
MAINTAINEDATALL TIMES (DURING CONSTRUCTIONANDAT THE END OF EACH CONSTRUCTION DAY)AND SHALL NOT HINDERAND WOULD
BE EXPECTED TOASSIST WITHACCESS WHILE WORKING AROUND LWD FACILITIES,
4. CONTRACTOR SHALL TAKEALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILITIESAND STRUCTURES DURING
CONSTRUCTION. SHOULD THE CONTRACTORATANY TIME DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR
SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZEAND CONTROL ANY SEWAGE SPILLAND REPAIR DAMAGED FACILITIES TO THE
SATISFACTION OF THE LWD ENGINEER AT NO COST TO LWD INCLUDING INSPECTIONANDANY BYPASSING REQUIRED TO SEWER FACILITIES
SHALL BE REPAIRED INACCORDANCE WITHALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD
APPROVAL PRIOR TO REPAIR.
5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS, CONTAININGANY SEWAGE SPILLS,
RECOVERYAND LEGAL DISPOSAL OFANY SPILLED SEWAGEARISING FROMANY WORKADJACENT TO LWD FACILITIES OR ALLOWING A
SEWAGE SPILL OR FAILURE TO PREVENTA SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPONSIBLE FORALL
CLEAN UP COSTSAND PENALTIESASSESSED TO THE D/STR/CTAS A RESULT OFA SEWAGE SPILL CAUSED BY THE CONTRACTOR.
6. CONTRACTOR SHALL NOTIFY LWDA WEEK INADVANCEOF PLANNED CONSTRUCTIONACTIVITIES IN THEAREA OF WORK
POTENTIALLYAFFECTING LWD SEWER FACILITIES.
7. CONTRACTOR SHALL NOTIFY LWD WITH 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDERCROSSWGS, OVERCROSSINGS, OR
PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED.
8. COORDINATION, SUBMITTALS, AD NOTIFICATIONS SHALL BE MADE BYTELEPHONEAND EMAIL TO MR. IAN RIFFELAT 760 - 753 -01551
IRIFFEL @LWD.ORG. EMERGENCY CONTACT CAN BE MADEAFTER HOURS TO LWDAT 760- 753 -0155
'L
APN APN: R
5.0' 254 - 391-53 254 - 391 -39
10
R �
50.0'
' 8.0' 12.0' ( 13.5'
VARIES VARIES
2% 2% MIN 2% MIN
�� ,. k:.waraaazFa�wz5-ss'�x.,• - -; ;----i t
i
PROPOSED PERVIOUS EXISTING 12"
PAVER PARKING STALL WATER MAIN
PER DETAIL THIS SHEET EXISTING 8" SEWER
PROPOSED 4 "AC MAIN PER DRAWING
PAVEMENT OVER
6" CLASS 11 BASE N0. 12955 -!
TYPICAL SECTION - EOL US AVENUE
INSTALL 6' WOOD SETBACK
FENCE PER LINE
DASHED LINE REPRESENTS SEPARATE PERMIT ��- 10.0'_ _�_
APPROXIMATE LOCATION DE OF
CONTRACTOR TO
PROVIDE 6" MIN.
COVER OVER STORM
DRAIN PIPE (TYP.)
,
--
I
APPROXIMATE
LOCATION OF 8" PVC
STORM DRAIN PIPE CCi^T1nn► A
EXISTING GRADE
�z
APN-
254 - 391 -26
CHANGE NO.
A3 AS -BUILT
NOT TO SCALE
INSTALL 6' WOOD
FENCE PER
SEPARATE PERMIT
SETBACK
LINE
I-
BIORETENTION' DASHED LINE REPRESENTS
LIMIT OF AREA =480 SF APPROXIMATE LOCATION FS =145.5
GRADE FG =142.0 OF EXISTING GRADE
•_e
, ,
i
DESCRIPTION
PASCO, LARET, SUITER & ASSOCIATES
535 N. HWY 101, SUITE A, SOLANA BEACH, CA 92075
PH: (858) 259-8212 FAX: (858) 259-4812
DRAINAGE
SWALE
NOT TO SCALE
PROPOSED
BUILDING
�t 11
DESILTING BASIN NOTE
v1-
4 IN (10 CM) 3" TO 6" COARSEAGGREG)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
n EXISTING GROUND
FILTER FABRIC E _ - 16MIN.
�' I PLAN I
DETAIL C: SILT FENCE
NOT TO SCALE
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS
DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE
COMPLETELY REMOVEDAND THE BIORETENTION BASINS
COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR
TO OCCUPANCYAND /OR FINAL RELEASE
SETBACK e APN:
LINE I 254- 391 -53
EXISTING FENCE
PROPOSED 9.0 SYSB �I f TO REMAIN
BUILDING I LIMIT OF
GRADE
FG =146.8 ✓��
DRAINAGE - - %� EXISTING
SWALE - RETAINING WALL
INSTALL 8 " PVC TO REMAIN
STORM DRAW PIPE
AREA DR
PROVIDEAPPROPRIATETRAHSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCEAND PUBLIC RIGHT -OF- WAY
'LESSER DISTANCEALLOWED WITH CITY INSPECTOR APPROVAL
DETAIL A: CONSTRUCTION ENTRANCE
4WO LAYERS OF GRAVEL
BAGS WITH ENDS
DETAIL B: GRAVEL BAGS
NOT TO SCALE
NOT TO SCALE
PROPOSED CONSTRUCTION TR -1
ENTRANCE PER DETAIL A
GRAVEL BAGS PER DETAIL B SE-4, SE -6, SE -10
SILT FENCE PER DETAIL C SE -1 n n n
FIBER ROLL SE -5 FR
LIMIT OF WORK
X X X X x X x x x x x /•
HYDROSEEDING ECG x x x x x x x x x x x ^�
x x x x x x x x x x x
PRIVATE PUMP STATION DESIGN REQUIREMENTS
IT 1 REQUIRED Y LWD THAT THE PUMP STATION SHALL:
S EQU B
1. COMPLY WITH CALIFORNIA PLUMBING CODE CHAPTER 7 SECTION 710.0
2. HAVE DUAL PUMPS
3. HAVEA HIGH- LEVELALARM
4. HAVEA PUMP FAILUREALARM
5. HAVEA SYSTEM WHEREBY THEABOVEALARMSARE NOTICEABLE FROM
THE RESIDE NC AUDIO VISUAL SERVICE ETC.
N ,
IT IS RECOMMENDED BY LWD THAT THE PUMP STATION HAS:
1. A CHOPPER OR GRINDER PUMP
2. A SERVICE CONTRACT
3. ANALARM SERVICE CONTACT RESPONSE
NOTE: IF PRIVATE PUMP STATION DOES NOT CYCLE SEVERAL TIMES PER DAY,
ODORS MAY OCCUP AT DISCHARGE POINTS, THIS IS COMMON WHEN RETURNING
FROM VACATION.
CLEAN OUT CANAND
LID PER LWD S -25
TE: BOTH CLEAN OUTS SHALL HAVE A MALE SCREW IN PLUG
APN:
254 - 391 -38
3.5' 16.0'
INSTALL 6' WOOD PRIVATE DRIVE 10.0' PROPOSED
FENCE PER SYSB BUILDING
SEPARATE TC =158.7 2.5'
PERMIT FL =158.2 2.5'
TC =159.2 FG =158.3 FF = 159.0
EG =158,6 - - - _L2000 PAD = 158.3
CONSTRUCT':,.
DEEPENED CURB ': ' ___-
E
& GUTTER PER - °' _ -
SDRSD G -02 CONSTRUCT DRAINAGE
DEEPENED CURB SWALE
INSTALL PERVIOUS APPROX LOCATION OF PER SDRSD G -01
PAVERS PER PROPOSED PRIVATE 2" NOTE: CURB SHALL BE DEEPENED TO
DETAIL SHEET 2 PVC FORCED SEWER MATCH PERVIOUS PAVER SUBGRADE
LATERAL PER LWD S -17
NOT TO SCALE
SETBACK PROPOSED
CONSTRUCT MASONRY PROPOSED LINE BUILDING
RETAINING WALL PER LOT LINE
SDRSD C -02 PARCEL 2 PARCEL 1
TW =149.0 25.0 DASHED LINE REPRESENTS F5 =158.5
BW =1470 1NSTALL6'WOOD RYSB LIMITOF LIMITOF
APPROXIMATE LOCATION GRADE
FENCE PER BIORETENTION GRADE JOF EXISTING GRADE CONSTRUCT 10.0' SEPARATE PROPOSED STEM WALL PER PROPOSED SYSB AREA =480 SF PERMIT BUILDING SEPARATE BUILDING FG =149.0
BUILDING PERMIT
FF 147.5 FS =1470 - - - - - - - [ :....:. -^
FF= 1470
FF = 146.0 PAD =146.8 - -A9 -14 . - - _ - - - - - _. i_. € _ [ ^ -1 ,
PAD = 145.3 _ - _____ _.__
i._ -7
r E 1
J
-�_
,
1 E
1
SECTION D
R
PROJECT EOLUSAVE
SITE ROW
I
PVC FORCE CONCRETE CONCRETE
MAIN ENCASEMENT ENCASEMENT
O
PRIVATE PUMP CASING CONCRETE CASING
STATION END SEAL SADDLE END SEAL
TYPICAL DETAIL - PRIVATE PUMP STATIONAND CLEANOUT
NOT TO SCALE
R APN:
SETBACK 254. 913P54_ 913 54
LINEPROPOSED `
BUILDING ( SYSB I
EXISTING FENCE
FF= 160.0 FS= 160.0 TO REMAIN
PAD 1593 10% ! G =158.7
DASHED LINE REPRESENTS INSTALL 6" PVC
APPROXIMATE LOCATION STORM DRAIN PIPE
OF EXISTING GRADE
SECTION C
NOT TO SCALE '
to
SETBACK
EOLUSAVE �
176' I -LINE 25.0' ROW
PROPOSED FYSB FG =164.5
BUILDING DASHED LINE REPRESENTS
APPROXIMATE LOCATION OF
FF = 1600 FS =159.9 F3=159.6 I EXISTING GRADE
.
FF = 159.0 ;
PAD = - 158- 3-- - - - -
€ ; - -_
G
�I
OFESS /0 z
R q
Q�CO eFR G Lq
80356 rn
Exp. 12/31 /20
NOT TO SCALE ST9 OF CA NF��\P
DESIGNED BY: DRAWN BY: CHECKED BY: z
APPROVED DATE BENCHMARK AS -BUILT APPROVALS LSM LSM TGL ENGINEERING DIVISION P OVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
SZN 91312020 DESCRIPTION: CONTROL POINT #1024
Z /25/20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDED: AP D: EROSION CONTROL PLAN & SECTIONS FOR:
LOCATION: 2.5" DISC IN SIDEWALK IN THE SOUTHEAST TY R AWSON DATE PUBLIC WORKS NA a/3 DATE: • J • l 1112 EOLUS AVENUE
QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. 37 JES OWENS EDWARD J. WIMMER 14062 -G
FEET EASTERLY OF TRAFFIC SIGNAL Steve, Nma,k/ 91312020 PLANNING NA 61/3 R.C.E. NO.: 80356 �O' APN: 254 -391 -10 [
RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER JQO 61/3j CITY ENGINEER a
ELEVATION: 178.54' DATUM: NAVD88 CITY ENGINEER TYLER G LAWSON EXP.: 12/31/18
INSPECTOR JK q/3 DATE DATE PLANNING CASE NO: 18 -140 TPMI CDP SHEET 3 OF 3
u»
AREA DR
PROVIDEAPPROPRIATETRAHSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCEAND PUBLIC RIGHT -OF- WAY
'LESSER DISTANCEALLOWED WITH CITY INSPECTOR APPROVAL
DETAIL A: CONSTRUCTION ENTRANCE
4WO LAYERS OF GRAVEL
BAGS WITH ENDS
DETAIL B: GRAVEL BAGS
NOT TO SCALE
NOT TO SCALE
PROPOSED CONSTRUCTION TR -1
ENTRANCE PER DETAIL A
GRAVEL BAGS PER DETAIL B SE-4, SE -6, SE -10
SILT FENCE PER DETAIL C SE -1 n n n
FIBER ROLL SE -5 FR
LIMIT OF WORK
X X X X x X x x x x x /•
HYDROSEEDING ECG x x x x x x x x x x x ^�
x x x x x x x x x x x
PRIVATE PUMP STATION DESIGN REQUIREMENTS
IT 1 REQUIRED Y LWD THAT THE PUMP STATION SHALL:
S EQU B
1. COMPLY WITH CALIFORNIA PLUMBING CODE CHAPTER 7 SECTION 710.0
2. HAVE DUAL PUMPS
3. HAVEA HIGH- LEVELALARM
4. HAVEA PUMP FAILUREALARM
5. HAVEA SYSTEM WHEREBY THEABOVEALARMSARE NOTICEABLE FROM
THE RESIDE NC AUDIO VISUAL SERVICE ETC.
N ,
IT IS RECOMMENDED BY LWD THAT THE PUMP STATION HAS:
1. A CHOPPER OR GRINDER PUMP
2. A SERVICE CONTRACT
3. ANALARM SERVICE CONTACT RESPONSE
NOTE: IF PRIVATE PUMP STATION DOES NOT CYCLE SEVERAL TIMES PER DAY,
ODORS MAY OCCUP AT DISCHARGE POINTS, THIS IS COMMON WHEN RETURNING
FROM VACATION.
CLEAN OUT CANAND
LID PER LWD S -25
TE: BOTH CLEAN OUTS SHALL HAVE A MALE SCREW IN PLUG
APN:
254 - 391 -38
3.5' 16.0'
INSTALL 6' WOOD PRIVATE DRIVE 10.0' PROPOSED
FENCE PER SYSB BUILDING
SEPARATE TC =158.7 2.5'
PERMIT FL =158.2 2.5'
TC =159.2 FG =158.3 FF = 159.0
EG =158,6 - - - _L2000 PAD = 158.3
CONSTRUCT':,.
DEEPENED CURB ': ' ___-
E
& GUTTER PER - °' _ -
SDRSD G -02 CONSTRUCT DRAINAGE
DEEPENED CURB SWALE
INSTALL PERVIOUS APPROX LOCATION OF PER SDRSD G -01
PAVERS PER PROPOSED PRIVATE 2" NOTE: CURB SHALL BE DEEPENED TO
DETAIL SHEET 2 PVC FORCED SEWER MATCH PERVIOUS PAVER SUBGRADE
LATERAL PER LWD S -17
NOT TO SCALE
SETBACK PROPOSED
CONSTRUCT MASONRY PROPOSED LINE BUILDING
RETAINING WALL PER LOT LINE
SDRSD C -02 PARCEL 2 PARCEL 1
TW =149.0 25.0 DASHED LINE REPRESENTS F5 =158.5
BW =1470 1NSTALL6'WOOD RYSB LIMITOF LIMITOF
APPROXIMATE LOCATION GRADE
FENCE PER BIORETENTION GRADE JOF EXISTING GRADE CONSTRUCT 10.0' SEPARATE PROPOSED STEM WALL PER PROPOSED SYSB AREA =480 SF PERMIT BUILDING SEPARATE BUILDING FG =149.0
BUILDING PERMIT
FF 147.5 FS =1470 - - - - - - - [ :....:. -^
FF= 1470
FF = 146.0 PAD =146.8 - -A9 -14 . - - _ - - - - - _. i_. € _ [ ^ -1 ,
PAD = 145.3 _ - _____ _.__
i._ -7
r E 1
J
-�_
,
1 E
1
SECTION D
R
PROJECT EOLUSAVE
SITE ROW
I
PVC FORCE CONCRETE CONCRETE
MAIN ENCASEMENT ENCASEMENT
O
PRIVATE PUMP CASING CONCRETE CASING
STATION END SEAL SADDLE END SEAL
TYPICAL DETAIL - PRIVATE PUMP STATIONAND CLEANOUT
NOT TO SCALE
R APN:
SETBACK 254. 913P54_ 913 54
LINEPROPOSED `
BUILDING ( SYSB I
EXISTING FENCE
FF= 160.0 FS= 160.0 TO REMAIN
PAD 1593 10% ! G =158.7
DASHED LINE REPRESENTS INSTALL 6" PVC
APPROXIMATE LOCATION STORM DRAIN PIPE
OF EXISTING GRADE
SECTION C
NOT TO SCALE '
to
SETBACK
EOLUSAVE �
176' I -LINE 25.0' ROW
PROPOSED FYSB FG =164.5
BUILDING DASHED LINE REPRESENTS
APPROXIMATE LOCATION OF
FF = 1600 FS =159.9 F3=159.6 I EXISTING GRADE
.
FF = 159.0 ;
PAD = - 158- 3-- - - - -
€ ; - -_
G
�I
OFESS /0 z
R q
Q�CO eFR G Lq
80356 rn
Exp. 12/31 /20
NOT TO SCALE ST9 OF CA NF��\P
DESIGNED BY: DRAWN BY: CHECKED BY: z
APPROVED DATE BENCHMARK AS -BUILT APPROVALS LSM LSM TGL ENGINEERING DIVISION P OVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
SZN 91312020 DESCRIPTION: CONTROL POINT #1024
Z /25/20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDED: AP D: EROSION CONTROL PLAN & SECTIONS FOR:
LOCATION: 2.5" DISC IN SIDEWALK IN THE SOUTHEAST TY R AWSON DATE PUBLIC WORKS NA a/3 DATE: • J • l 1112 EOLUS AVENUE
QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. 37 JES OWENS EDWARD J. WIMMER 14062 -G
FEET EASTERLY OF TRAFFIC SIGNAL Steve, Nma,k/ 91312020 PLANNING NA 61/3 R.C.E. NO.: 80356 �O' APN: 254 -391 -10 [
RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER JQO 61/3j CITY ENGINEER a
ELEVATION: 178.54' DATUM: NAVD88 CITY ENGINEER TYLER G LAWSON EXP.: 12/31/18
INSPECTOR JK q/3 DATE DATE PLANNING CASE NO: 18 -140 TPMI CDP SHEET 3 OF 3
u»
NOT TO SCALE
SETBACK PROPOSED
CONSTRUCT MASONRY PROPOSED LINE BUILDING
RETAINING WALL PER LOT LINE
SDRSD C -02 PARCEL 2 PARCEL 1
TW =149.0 25.0 DASHED LINE REPRESENTS F5 =158.5
BW =1470 1NSTALL6'WOOD RYSB LIMITOF LIMITOF
APPROXIMATE LOCATION GRADE
FENCE PER BIORETENTION GRADE JOF EXISTING GRADE CONSTRUCT 10.0' SEPARATE PROPOSED STEM WALL PER PROPOSED SYSB AREA =480 SF PERMIT BUILDING SEPARATE BUILDING FG =149.0
BUILDING PERMIT
FF 147.5 FS =1470 - - - - - - - [ :....:. -^
FF= 1470
FF = 146.0 PAD =146.8 - -A9 -14 . - - _ - - - - - _. i_. € _ [ ^ -1 ,
PAD = 145.3 _ - _____ _.__
i._ -7
r E 1
J
-�_
,
1 E
1
SECTION D
R
PROJECT EOLUSAVE
SITE ROW
I
PVC FORCE CONCRETE CONCRETE
MAIN ENCASEMENT ENCASEMENT
O
PRIVATE PUMP CASING CONCRETE CASING
STATION END SEAL SADDLE END SEAL
TYPICAL DETAIL - PRIVATE PUMP STATIONAND CLEANOUT
NOT TO SCALE
R APN:
SETBACK 254. 913P54_ 913 54
LINEPROPOSED `
BUILDING ( SYSB I
EXISTING FENCE
FF= 160.0 FS= 160.0 TO REMAIN
PAD 1593 10% ! G =158.7
DASHED LINE REPRESENTS INSTALL 6" PVC
APPROXIMATE LOCATION STORM DRAIN PIPE
OF EXISTING GRADE
SECTION C
NOT TO SCALE '
to
SETBACK
EOLUSAVE �
176' I -LINE 25.0' ROW
PROPOSED FYSB FG =164.5
BUILDING DASHED LINE REPRESENTS
APPROXIMATE LOCATION OF
FF = 1600 FS =159.9 F3=159.6 I EXISTING GRADE
.
FF = 159.0 ;
PAD = - 158- 3-- - - - -
€ ; - -_
G
�I
OFESS /0 z
R q
Q�CO eFR G Lq
80356 rn
Exp. 12/31 /20
NOT TO SCALE ST9 OF CA NF��\P
DESIGNED BY: DRAWN BY: CHECKED BY: z
APPROVED DATE BENCHMARK AS -BUILT APPROVALS LSM LSM TGL ENGINEERING DIVISION P OVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
SZN 91312020 DESCRIPTION: CONTROL POINT #1024
Z /25/20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDED: AP D: EROSION CONTROL PLAN & SECTIONS FOR:
LOCATION: 2.5" DISC IN SIDEWALK IN THE SOUTHEAST TY R AWSON DATE PUBLIC WORKS NA a/3 DATE: • J • l 1112 EOLUS AVENUE
QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. 37 JES OWENS EDWARD J. WIMMER 14062 -G
FEET EASTERLY OF TRAFFIC SIGNAL Steve, Nma,k/ 91312020 PLANNING NA 61/3 R.C.E. NO.: 80356 �O' APN: 254 -391 -10 [
RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER JQO 61/3j CITY ENGINEER a
ELEVATION: 178.54' DATUM: NAVD88 CITY ENGINEER TYLER G LAWSON EXP.: 12/31/18
INSPECTOR JK q/3 DATE DATE PLANNING CASE NO: 18 -140 TPMI CDP SHEET 3 OF 3
u»
SECTION D
R
PROJECT EOLUSAVE
SITE ROW
I
PVC FORCE CONCRETE CONCRETE
MAIN ENCASEMENT ENCASEMENT
O
PRIVATE PUMP CASING CONCRETE CASING
STATION END SEAL SADDLE END SEAL
TYPICAL DETAIL - PRIVATE PUMP STATIONAND CLEANOUT
NOT TO SCALE
R APN:
SETBACK 254. 913P54_ 913 54
LINEPROPOSED `
BUILDING ( SYSB I
EXISTING FENCE
FF= 160.0 FS= 160.0 TO REMAIN
PAD 1593 10% ! G =158.7
DASHED LINE REPRESENTS INSTALL 6" PVC
APPROXIMATE LOCATION STORM DRAIN PIPE
OF EXISTING GRADE
SECTION C
NOT TO SCALE '
to
SETBACK
EOLUSAVE �
176' I -LINE 25.0' ROW
PROPOSED FYSB FG =164.5
BUILDING DASHED LINE REPRESENTS
APPROXIMATE LOCATION OF
FF = 1600 FS =159.9 F3=159.6 I EXISTING GRADE
.
FF = 159.0 ;
PAD = - 158- 3-- - - - -
€ ; - -_
G
�I
OFESS /0 z
R q
Q�CO eFR G Lq
80356 rn
Exp. 12/31 /20
NOT TO SCALE ST9 OF CA NF��\P
DESIGNED BY: DRAWN BY: CHECKED BY: z
APPROVED DATE BENCHMARK AS -BUILT APPROVALS LSM LSM TGL ENGINEERING DIVISION P OVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
SZN 91312020 DESCRIPTION: CONTROL POINT #1024
Z /25/20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDED: AP D: EROSION CONTROL PLAN & SECTIONS FOR:
LOCATION: 2.5" DISC IN SIDEWALK IN THE SOUTHEAST TY R AWSON DATE PUBLIC WORKS NA a/3 DATE: • J • l 1112 EOLUS AVENUE
QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. 37 JES OWENS EDWARD J. WIMMER 14062 -G
FEET EASTERLY OF TRAFFIC SIGNAL Steve, Nma,k/ 91312020 PLANNING NA 61/3 R.C.E. NO.: 80356 �O' APN: 254 -391 -10 [
RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER JQO 61/3j CITY ENGINEER a
ELEVATION: 178.54' DATUM: NAVD88 CITY ENGINEER TYLER G LAWSON EXP.: 12/31/18
INSPECTOR JK q/3 DATE DATE PLANNING CASE NO: 18 -140 TPMI CDP SHEET 3 OF 3
u»
R q
Q�CO eFR G Lq
80356 rn
Exp. 12/31 /20
NOT TO SCALE ST9 OF CA NF��\P
DESIGNED BY: DRAWN BY: CHECKED BY: z
APPROVED DATE BENCHMARK AS -BUILT APPROVALS LSM LSM TGL ENGINEERING DIVISION P OVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
SZN 91312020 DESCRIPTION: CONTROL POINT #1024
Z /25/20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDED: AP D: EROSION CONTROL PLAN & SECTIONS FOR:
LOCATION: 2.5" DISC IN SIDEWALK IN THE SOUTHEAST TY R AWSON DATE PUBLIC WORKS NA a/3 DATE: • J • l 1112 EOLUS AVENUE
QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. 37 JES OWENS EDWARD J. WIMMER 14062 -G
FEET EASTERLY OF TRAFFIC SIGNAL Steve, Nma,k/ 91312020 PLANNING NA 61/3 R.C.E. NO.: 80356 �O' APN: 254 -391 -10 [
RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER JQO 61/3j CITY ENGINEER a
ELEVATION: 178.54' DATUM: NAVD88 CITY ENGINEER TYLER G LAWSON EXP.: 12/31/18
INSPECTOR JK q/3 DATE DATE PLANNING CASE NO: 18 -140 TPMI CDP SHEET 3 OF 3
u»