LDEV-013020-2020 (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 FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED
DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE MT14 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 CHANCES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED "REPORT OF LIMITED GEOTECHNICAL INVESTIGATION" PREPARED BY C.W. LA MONTE
COMPANY INC. DATED APRIL 23, 2019, JOB NO. 19 7119, SHALL BE CONSIDERED AS A PART OF THIS GRADING
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA77ONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS
SHALL BE REQUIRED IN CONJUNCTION WTH IMPROVEMENT PLANS
4. WRITTEN PERMISSION SHALL HE OBTAINED FOR ANY OFFSHE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REWIRED TOPR07ECT ADJACENT PROPERTIES
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO
CONDITION EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR
DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIWL ENGINEER OR A LICENSED LAND
SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY OEWCES INCLUDING SHORING, AND
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS,
LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING W9THIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 M. AND 7..30 A.M. NOR ON SA7URDAYS SUNDAYS
AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION UEE17NG HAS BEEN HELD ONSITE
WITH THE FOLLOWING PEOPLE PRESENT.' CITY INSPECTOR, CIWL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
AND PERAITTEE. THE PRE -CONSTRUCTION METING SHALL BE SCHEDULED WIN THE CITY AT LEAST 48 HOURS IN
ADVANCE BY CALLING (760) 633-2770.
10. PRIOR TO HAULING DIRT OR CON57RUCRON MATERIALS TO ANY PROPOSED CONSTRUCTION SI7E WTHIN 77415
PROJECT ME DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR IHE
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY
ENGINEER MAY IMPOSE IWH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF ME WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING
APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTFICAT70N` SHALL BE PROVIDED STATING:
"THE GRADING UNDER PERMIT NO.LDEV-013020-2020 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE W9TH
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 CER77PES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS FNGINFFR OR UNDER HIS DIRECTION
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERWSKIN AND THAT IN HIS OPINION, ALL
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSIRVE DRAINAGE AND
PREVENT FUNDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPER77ES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF
FRESHLY GRADED AREAS UNTIL SUCH 77ME 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 OB✓ECT70NABLE MATERIAL SHALL BE REMOVED BY
THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL 1S TO BE PLACED. LOOSE PILL AND ALLUVIAL
SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A
DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 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 /N A NEAT AND ORDERLY CONDITION, ALL STONES
ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED DR
OTHERMSE DISPOSED OF OFF THE S17E BY THE CONTRACTOR 50 AS TO LEAVE THE AREAS THAT HAVE BEEN
CLEARED W9TH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCA77ON OF
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY
SUCH MATERIAL
STORMWATER POLLUTION CONTROL POST CONSTRUCTION
BMP/IMP 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 BMP/IMP FACILITIES AND/OR TO TURF OR
LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS
AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVOUS AREA UNLESS THE
FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP BMP AREA OR HAVE ANOTHER
APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND ISCHARGE IT TO AN ADEQUATE
IMP/BMP.
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A
PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS
PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
S. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST
MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS,
NON-COMBUSTBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL
BE LOCKABLE AND LOCKED WHEN NOT IN USE, A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY
LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH
ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN
ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON
FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT. TO PLANTERS OR THE STORM DRAIN
SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT.
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 THE
ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE
OR STRUCTURE WITHIN THE UMITS OF THIS PROJECT.
3. ALL EXISTING FACILITIES. WHICH MAY AFFECT FINAL DESIGN. II.E.. LINE CROSSING. LINE PARALLELING OR
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 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. UTIDTIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND 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 THEY ARE 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 WITH CATHODIC
PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THFSF PI ANS
PKLUAUIIUNAKY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT
OF WORK:
A. LEUCADIA WASTEWATER DISTRICT - 760-753-0155
B. GAS & ELECTRIC - SDGE - (760)-438-6200
C. WATER - SAN DIEGUITO WATER DISTRICT - 1-800-227-2600
D. TELEPHONE - SBC BELL - (760)-489-3411
E. CABLE N - COX COMMUNICATIONS - (760)806-9809 X-2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE A8 HOURS PRIOR TO BEGINNING ANY WORK ON THIS
PROJECT. PHONE: (760)-633-2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL
WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST EROSION CONTROL
MANAGEMENT PROGRAM. TREES LOCA7ED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVAN MCLAUGHLIN AT (858)539-5522, 24 HOURS A DAY.
CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION
UNLESS SPECIFICALLY APPROVED 07HERMSE. NO GRADING EXCAVA770N OR OISTURBANCE OF CITY TREE ROOT 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE
SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A 7REE TO THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL
TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A MEASURES WHEN RAIN IS IMMINENT.
CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
1H. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PAL£ONTOINCAL RESOURCES ARE INADWER7ENTLY DISCOVERED
PROJECT APPLICANT SHALL IMMEDIATELY
AT THE TIME OF DISCOVERY. THE SIGN4
SLRVICLS UIHEGIUR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY
SERWCES BEFORE GRADING AC771477ES ARE ALLOWED 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 ACI7INTY, 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/Oft A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL
THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSIPON PURSUANT TO PUBLIC
RESOURCES CODE 5097.96 IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE
SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY 50 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 W9TH/N TWO WORKING DAYS OF BEING N077RED IF THE REMAINS ARE SUBJECT
TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NA77VE 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. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE
REMAINS SHALL BE KEPT IN SITU (1N PLACE', OR IN A SECURE LOCATION /N CLOSE PROXIMITY TO WERE THEY
WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA
NATIVE AMERICAN MONITOR.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING
INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION
OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE
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 PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407). SILT AND OTHER DEBRIS SHALL
BE REMOVED AFTER EACH RAINFALL.
Approved
Departme of E 4ironmental Health
5Z
eciallst Date
�11CU-Lo1A71S^O/l �( 1
DEPT. OF ENVIRONMENTAL HEALTH
" 1
SIGN ATE
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO
CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATON.
CONSTRUCTION SUE 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 SUCH AS 3" CRUSHED ROCK AND/DR
CORRUGATED STEEL PANELS/PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTON VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID 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 SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE. ONCE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED,
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SFFPAGF AMR SPIT I AGF. CONTRACTOR
SLGUNUAKY WNIAINMtNI FOR ALL PULL SIUKLU 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 WITH 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 OWNERS AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR 0 N 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.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED
AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED
WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT
AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE
TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL
OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTUNE TOLL FREE AT (500) 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 CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON
PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY 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.
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A, NO NATURAL SLOPES ON SITE
MAXIMUM VERTICAL DEPTH OF CUT = 3.8 FT
MAXIMUM VERTICAL DEPTH OF FILL = 3.0 FT
CUT = 1,300 C.V. FILL = 300 C.V.
EXPORT = 1.000 C.Y.
REMEDIAL = 890 C.Y. ( 580 REMOVAL AND RECOMPACTON UNDER AND 310 OUTSIDE OF
BUILDING AREAS)
• ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY
SITE CONDITIONS, CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS.
ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT
ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS.
DISTURBED AREA: 39 209 SOFT
IMPERVIOUS AREAS
ON -SITE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3,730 SOFT
OFF -SITE IMPERVIOUS AREA PRIOR TO CONSTURCTION: 0 SQFT
ON -SITE IMPERVIOUS AREA AFTER CONSTRUCTION: 19,859 SOFT
OFF -SITE IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SOFT
INCREASE IN IMPERVIOUS AREA: 9129 SOFT.
IMPERVIOUS AREA REPLACED: 3.730 SOFT
ZONING REQUIREMENTS
R-3 (RESIDENTIAL - 3)
PUBLIC WORKS I PLANNING DIVISION
John Ugrob 7/15/2021
SIGN DATE
*�Julv 21 2021
SIGN DATE
OWNER/PERMI TTEE
KEVAN AND KELLY MCLAUGHLIN
1505 HALIA COURT
ENCINITAS, CA, 92024
(858)539-5522
SITE ADDRESS
1212 HYMETTUS AVENUE
ENCINITAS CA
A.P,N.:
254-262-05
LEGAL DESCRIPTION
LOT 11 BLOCK 8 OF SOUTH COAST PARK, IN THE
CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE
OF CAUFORNIA, AS PER MAP THEREOF NO. 1776, IN
THE OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY.
TOPOGRAPHY
SAMPO ENGINEERING, INC
PH 760-436-0650
DATE OF SURVEY NOVEMBER 30, 2018
VICINITY MAP
NTS
OWNER'S CERTIFICATE
I (WET HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
SUPE1(MSE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION STABILITY OF THE SITE.
I AWE) HEREBY AGREE TO IMDEMNIFY. DEFEND. AND HOD ON AM) ONS OMCR?R nFRCJAI R FUR nYTFS ANn MYNTR HARM RR RAM
INY AM OR OMISSIONS OF OIWER O7
AiWES FOR ANY AND ALL WORK OR
APPROVED PLANS WITHIN THE PRIVATE
DATE.. V172021
DATE: 2/172021
SOILS ENGINEER'S CERTIFICATE
L CLIFFORD AL-LA_MONTF 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 APRIL 23, 2019.
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM 7741S STUDY, W1TH 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.
SIGNED: _(�./�f( __a�� _ _ DA ie _21172021 �yOFESS/
GIFFORO W. LA MONTE c0 .,t
0'('9
RCE NO.: 25241 Exp. 12/31/21
EXP. DATE. 12/31/ 21
JOB t 19 7119 �T Cfp OP
T£ N�
`P!
CH
C.W. LA MCOMPANY INC. IF-�, CALIF
EL CAJUAJO N 942 SUITE 200
LAM
LA MESA, CA PHONE 619-462-962-9861
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF THE ENGINEERS TRADE OR PROFESSION. 774E ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS REWIRED BY INS GUY OF ENCINITAS. TO THE EXTENT IRA THE FMNNFFR GONTRIN S Sll7M
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 ME CITY OF
ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR
EMPLOYEES A077NG MIHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORK PERFORM BY THE/�w�CINEER.
SIGNATURE:/1. I.iR'�� DATE: 21172021 Of ESS/(y�
BRIAN . ARDOLIN RCE No. 71651 (�rE
'W(PASCO LARGT SU17FR & ASSOCIATESSOL N. COAST HIGHWAY 70I
SOLANA BEACH CA 92074 0
71851RCE EXPIRES 12-31-212 3 21/ 1
PARKS AND RECREATION
7/22/2021
SIGN DATE
BMP PROJECT STATUS
PRIORITY STORMWATER TREATMENT FACILITIES TO BE
MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH
MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER
TREATMENT AND STORMWATER CONTROL FACILITIES
RECORDED ON:
AS DOC.#:
SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
DT,150021 7)")Z,
SIGN DATE SIGN DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS "°o'orvLU cr. MH„SEL cY. cneBMT- Mr: ENGINEERI G DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT !DRAIWINGNO.DESCRIPTION: CONTROL POINT 1ON INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO 9 APPROVED: GRADING PLAN FORLOCATION: DRAINAGE BOX INLET 4.5'WEST OF PUBLIC WORKS /�DATE: 41132021 - <,r7 1212 HYMETTUS AVE.
CURB ON THE WEST SIDE OF RAINTREE DR.IN BRIAN M. ARDOLINO GATE pLgNNING / 14.ST K ./I 4KSTONEVCURVE KNUCKLE. lNl�� MCLAUGHLIN RESIDENCE
/�. R.C, E. NO.: 71851 A� ii.o uTV ENGINEERRECORD FROM: ROB 18416 REVIEWER 7-22-21 73021 APN: 254-262-05
ELEVATION: 67.639' DATUM: NAVD88 SENIOR ENGINEER DATE BRIAN M. ARDOLINO EXP.: 12-31-21 DATE DATEINSPECTOR PLANNING CASE NO: GDP-003516-2019 SHE
LEGEND NOTES.
ENCROACHEMNT MAINTENANCE AND REMOVAL
5TORMWATER MAINTENANCE AGREEMENT
HOLD HARMLESS FOR DRAINAGEAGREEMENT
1. ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED UNDERGROUND.
AGREEMENTRECORDED ,2021.
RECORDED-, 2021. AS
RECORDED ,2021, AS
Al
AS DOCUMENT N0. 2017- OFO.R.
DOCUMENTN0. 2011- OFO.R.
DOCUMENTNO. 2027- OF O.R.
PROPERTY LINE 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH WILL BE
- -
CENTER LINE
DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINT SHALL BE REFERENCED AND REPLACED WITH
W
EXISTING WATER LINE
APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER
S
AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE,
EXISTING SEWER LINE
SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE
398
EXISTING CONTOUR LINE
LAND SURVEYOR'S ACT.
L
I EXISTING STRUCTURE
3. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE
-
PROPOSED SETBACKS
PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.
PROPOSED BUILDING FOOTPRINT
4, CONTRACTOR TO FIELD VERIFY LOCATION, ELEVATION, AND CONDITION OF EXISTING SEWER LATERAL.
PROPOSED ROOF ABOVE
W
E
S
SCALE: 1°= 10'
0 10 20 30
+ + PROPOSED PERMANENT BMP AREA, \ \ I Jp AN / /
PROPOSED CONCRETE �l \ I 1P 1 III / //
1314'I .I -_ - - - DRSO 'A TO i/DRSD _i' / _iJ /� •LSA 655D /r.
/ 'IP
\ I u2. \ 1s3.u- 1 15s.oTw PL ro Bw
PROPOSED PERMEABLE PAVERS \ / STAMPED I I 1 BW 152.1 B C-1 wQL .. / 1 R'ALL�,O H �4 8'30"E 1 .94_ r Qtl w H€ T1+OTEci N PLACE (-OHF- �1- -cli'll
O
152. 152S BW
PROPOSED DECOMPOSE GRANITE I I \ t \ 14710E 14].O TW\ \ \ /� I 1% I MIN M +��. h ^^'_, 1 T MATGRI A 0
PROPOSED GRIND AND OVERLAY/ / 147.0 BW \ "` B9.1 F3\ L OVERLAs 150.91E H N CENTERLINEPROPOSED AC PAVEMENT I / „`„'„' V I I 1 / I " APPROVED EQUALPROPOSED SAWCUT LINE / / <-1AV 10% 7XVV\38 PROPOSEDCONTOUR LINF� / 14].OTW .`1 `. `.'."', I .Bw\\Iz FPROPOSED RETAINING WALL / .IPROPOSED PLANTER WALL / -BMP 1 \IIG 1484PROPOSED4-HOPE AREAD IW ciPLL 2605E '\I \\ (__VERTICAL PROPOSEDAD I -4.PERMTPRPER PAD=1 .D I'� \\\ LSD EhTER
�P,A.\\I \\150.0 BW 150.0B I 11 PERMIT _'+ V14fl LBY NDS OR APPROVED EO AL / 14]0 FF-152.67 + +
STORM DRAIN
SDR- / 14508W y ALL 2.0 \ 1 �/� _ II LATERAL
STORM DRAIN PIPE \ '.'.. I L� I T
TIN I 14]5s OWNERS PEN
I
AL VEL 5 3
i
TOP FOOT( x .`4` J` 49.0 \ 149. 149. 60.0 FS 1fi0.0 WII / 1 PAt10 k / .. 1305 �.
1 �=1$2.5 / 2. F / 168.61 692TW
\ `�46A1k . 49.0B A �.4✓82B 1 E
d�-4'qI 6 + i BERM 1
q/ t,
1P' k d� R _ O I S RSOGSTVPEA 1
1 �1470TW JI 1� \ PROPOSED ° "'q�i �A 1 1 5TG�LL
I VJ� / O 152.0 FIG qI c./T. 1 II 5. o
\ REC. ROOM I / 1E wA " -
I �'ijl lnD ORSWCL 1 ❑ \\ \\GAD,149.$D FOOT R1NTI I I e- _ h I N ROTE �\ \
\ _ d r" q 'd • k 5 (PROTECT
TIER
/ _-_1- d h d a-0 x1 3 -d S_i I EITER W]OF3
_ ___ h lysl 1 / IFF
p/L \ I •q �4 YI k 1 Y PROT CTJ Z M T
/ WW ° d IN PLACE 149.2 TW P CT IN PLACE / \\
II Bu6BL R V 1so . s V I I d h d 'I \�, -t4 5 IF 1462E z r 1
ITTPCAL7 (l q .� V •q_ 'd ,TO BE REMOVFD AND / A
u GRAVEL V V I h ♦ / 14T.9 FS / REPLACED WITH 2 EA. 24' lC J
SPREADER II 411 146.8 \° - _
2A 15 OTG 1 0.6 TG MAJLsnc MAGNOLIA
ilE=t430 145.41E \ \k'.\q 'q q d 4 h I � -- r -' 4 �.S 16841E,"h 149.01E 14. E ++++ -
iri 4. 14. .\ ,p \.h d d d ......ppnnaaaaaa AT °M h d \ + + 49.0 IF
146.8 E '^ d\_ 14ATGI °\ s,d ' d-' 147.801E P152.00R PROPOSED Si�GLE a' h ,A n - q .,, + + 4]]IE 3"PVC i
\ 'Pd 1_ 9 4.�. h 1 - - - FAMILY RESIDENCE E,' q 4 1 .5 ] 2
T TO RE REMOVED AND
148. 4,�. 4 d � "d h 152.50 FS FF=152.87 V d Ask d +�yt 149.2 TW R
/ 148. IW ia_h 148.8E k ? ° ''<�4. 0 S' d PAD-152_00 - h\ `"'q-, &rll 148.26W REPLACEDWITHOl \
tp VF 48. I °� F k 4' C 3 WPLL C 3RS D ALLERVANA I cp
the h,d 1F \ \q ad.��-0 4 149RSD m F
4r q
h° M d A d_ ,,� 4 T q f' d d 14 1 q \4. q WALL
Q1
�// II rl III d 4,41 y,q a I V -\ h d 1a. x�;; 14 1
d Sd ��1{. d 4.d q- \ f h h d q�d 4. \ 148bE + / 15 F5 CH f
N d \ S.d- .G .\
_ F,
-' \ 141ttLtxJ III - q �iSOQ9 ifi200 d d I d d \ 'U 14 FS ITI I I
q h 148.25F
V II146.81E q _ �.� I - `- q IIq h
\ II h- N d 4 4 q 5,,8`FS' q - 4,q h \t,h q. 3%\ h p 1\ d d 148.]E1
\ �h� x II _A'. ,h .d("{j{ A
t62 F$4 , h k,� d' h�pd� td l/'�3''b.% I , M a d Sd q �`L q \r• q� h d k P�.
\x \\ 1 \\ n SDRS6ACLL II ❑I I qdl�_-.° her'w d'400VERN�d ., q I 'Q A \ Q.' Ip' I\ d
\ II III 4II 4,dd A.
.h d N d h d 11 T °, 'I k d Sd \' 4-hA �\ 0 1. .4.
\\ \ II \ 0.6 d 14 BTG' I h d'h d d 4 S,q- .01 S A q Y 4 h I' d {I-
1 I $p. \ / O5% I ED y, Q1/Ip'r'148AAE'kI .'d 4, 4.-0 a, 1� 4,q d (}1 '-0.J 1. k'd.h d EFS 4 ,148.81� 41483 F5 m I \
I\ g \ YSB II I V15% ,,4 d 15%T h h
II h d BUILDIN - 14 fi TW d I
qP 41 4�k1 y(d15$BV' d,h d F-d� G �...4. FOOTPRINT I G IL q
\ ' \ 45.21E 14].OB 'I` �I'h d 4 t.q a t�'-q q 11,5A'BI I �', q, N..d k 151.3 TG 48.SOBW 1482E \\
\ - ca WALL f7. 149.] IE 25.0
(UELPROPOSED POOL h dh d hl ° s,q trq `` N sq q I \ I q )�, I AS II I150.OTW MTC F I \
\ \\ �SFREADER II 11 II 4. II PERSERPERATE - 4, /a. 'd_T-.°}IL,d \ d h 148.5 BW I �io eA�ftE rvD
% TG=1a4.0 \ o �1 147.0E LANDSCAPE PERMIT /� " I h d'vt d M 15 OTdN_ ,-,q {,d �152.3 FS \ �h•q �°'� t4856W A
_ 2 N. REPLACED I
1485BW PVHUSC L
II I I� �.150 -�-0p 'd -tom \ �� Q' AVd 1 / V 149.5G SOR90 +++� 2 D ERG 50.
\ IE=142.0 1451 IE y,d ' d - h
l 149.E h h S,q , C-0WPLL
13 0.5% h d'1dB 0�E� -h \ 152.OTW d x. 4tESEl�VE LI + 1481 S /
\\ I I / _ S S q ��r���y, }` d K SEPTIC PR PER IK�- X+
'X SO CALL iC43 E II I -qqq �. pP- R '"-"'IFS � R S y ,'A _" q h \ SEPERATE \ 1 94 TG '3" / IDEN PA MEWEIN� +L
It '�'�� I d 15 OO P� 4 M �^ Vd. 152.OFG ^q v. PERMIT VV .9T 14791E 48. A IUTA IOCL
1d]9TG� ,�, 'q 1 2. T \l 3E ((i. 14 8 TW .9 'SATISFACTION OF
461 201E II d A` q xS h G AL 6ECTION PER
WALL, I � h •Td 4 1@.O IE ��\ S' h ���� 7���� 14&5BW THECITY I II A\
SDRSD II 1 ',�- 1°/a A,q :,' 4 1 A A d FYSB + + �VCOT 1.S' I A A
/ / I ,WALL 1480 S 4. S q h \ 152.10 FG '14�8/E + + FROM EDGE
4,q 4,,4 _ q 8 - d Mh B W \ 1525 G I ���/, /'PRIMVERTPAT + + -� 1486FL OF PVMT
QD II I . 14 d h d h ' h 1°ro/, Shcl. S .� 415p.q I I V I SEPTIC PIT PER 150.9 TG ? h V+ DR I I
LJIJ d 4 / L I RINDANS
a. I 15 .0 ?% I \� / SEPERATE 149.11E CJ "C OVERLAY I I
yII I 148.0 TW II I S. °"' / I 15 0BW gq PERMIT CI V» I SDRSD. -1 I
I I II 148.0 BW I ❑❑ ' Q' : IL \\ II + \
I I DEEPEN DOTING BMP Q I 148.2 II \ \ 14261E 1 / I j
I LONG LEVEL 850.5E 4 C IE I 1 A m
PREAD R I EVTIC TANK \ 125 nsp F \
1 F.x 1d64 10�% 35-% \ 1
OP FOOTING 142.5 I I > y PER SEPERATE 151.0 TG x <
I II ......"...: I I A V I f PERMIT %� 148.91E
IIT / rt 12.21G \ 152.0 TG 151.4 148.61E of
�. .x.y.y.y.;.==x=x 1p.o rG V A5 I 6 I 1523ro 1 JVY UO A�4 mp 1 s \ / 41E- J �� 69.21E
.=x 1 I I� 146.51E �/ /�14�51E I 14961E �1488 TG I \
/ yA� sORs I'il' T - - 14].a rc 149. TG 52.1 Tc �% A �t\Pr D 1 FL 1
3/ / (,V Gi wALL 145.91E - 146. E 14].1T 'o /�^`\ 14U.5 PN + 9 \ \
++
�_
'Op
Y> - / // /�i/ 162.0 BW _ /` o2 wnu PL TO 162.E BW �- - G2 146. pBW I' \
.x>r--rr -// - - 152.09W
ST ED
lyTe55` R - - / N74°18'30'�257.89' T 1 tYT�4 r - 155.0 155.OTW TW 150. _ 148. C \
CTI PLACE / 14 0.3' 146.0 TW / 1 WALL
f2.0 BW \\ 149. W T 148.1 FL y \
ELECTRICAL SERVI
I� / /
/ 11 PIT TO BW 146D8W
SDR50 SD
8 BW x \ TO BE INSTALLED \
/ \ \ 3l4' W / UNDERGROUND \ 1
STAMPED " o
RRo�cT IN PLACE / I 1
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS E INEE G DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: CONTROL POINT 1004 INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC APPROVED: GRADING PLAN FOR:
LOCATION: DRAINAGE BOX INLET 4.5' WEST OF PUBLIC WORKS DATE: 413-21 1212 HYMETTUS AVE. LDEV-013B20-2020
CURB ON THE WEST SIDE OF RAINTREE DR. IN BRIAN M. ARDOLINO DATE ST OE L T. B�,,
PLANNING ' MCLAUGHLIN RESIDENCE
CURVE KNUCKLE. R.C.E. NO.: 71651 22 21 TING G I T LNGINEER
RECORD FROM: ROS 19416 REVIEWER 7/30/21 APN: 254-262-05
ELEVATION: 67.639' DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR BRIAN M. ARDOLINO EXP.: 12-31-21 DATE DATE PLANNING CASE NO: CDP-003516-2019 SHEET 2 OF 4
PLSA 3
NOTES:
ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE CONSTRUCTED
UNDERGROUND.
/ I -THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION
\ t I AND/OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY
1 CONSTRUCTION. SUCH POINT SHALL BE REFERENCED AND REPLACED
WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR
A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND
134' �\\ �� SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS
APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE
I �I REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S
1 '� 14.5' A i ACT.
r \ \ ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE
PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED IN -PLACE DURING
f
CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY
ENGINEER.
BUBBLER ALL PROPOSED UTILITY SERVICES WITHIN THE PROJECT SHALL BE
INSTALLED UNDERGROUND.
l i.t' - )�\ ((( BUBBLER 10 MIN _ 15 MAX
\ T \
1----__
_
y___ __ _— — _ _
-----
N 4' PERFORATED
SRAIN
RIP—COOS
ARP ETOPRERDPLAN PIPE
�a32.7', �ii I SPREADER
LEVEL SPREADER DETAIL
Fit( __ �A VV' AV A� NOT TOSCALE
DISTANCE FROM ADJACENT BUILDING TO PL
SCALE 1"-011'
PL 6'OVERFLOW PIPE
2" HARDWOOD MULCHI GRASS DROUGHTTOLERANT PL TO PER PLAN
COVER OR CITY APPROVED PLANTS (TYP.)
C-0 � 2'HARDWOOD MULCHI GRA55
EQUIVALENT SDRSD
SDRSD EQUIVALENT
RETAININGSDRSD LL i COVER OR CITY APPROVED (DROUGHTTOLERVINIT
EQUIVALENT PLANTS(TYPJ
RETAINING WALL SDRSD C-4
I RETAINING WALL TOP OF WALL
III IIIII III III III III = IIII IIII IIII IIII III - I (TW) —IIII-III"STORM RAI P �-
III—_
12 LAYER1
10' 1 0.33 SDRSD G-5, TYPE A ITACBERM SEE NOTE BEL - IIII DRAIN SYSTEM PER
D N PIPE -i - - - - - - - -- 2% 3"PVC OUTL - - - - 2"LAYE OF 3/8"GRAVEL WALL DETAIL
ENGINEERED SOIL in ,IL,ICL
III_ I ET OW - LC11 BOTTOM OF WALL
��-� IIwI ,. IIII yyy IE PER PLAN -
III III- 12" LAYER ENGINEERED SOIL -ICI ICI �I� -1�- _ 10'LAY ROF 3WGRAVEL LBW)
III L III I[- •SEE NOTE BELOW yJ-1 <' _ - III ' (,' = III = IIII "'SEE OTE BELOW
IIIII- IIII- - I - -
1 3 PVC SDR-35-
- - 2"LAVER OF 318 GRAVEL I STORMDRAIN
OUTLET PIPE
- III III-�-III
H III III III
``\\\ III III III III III III III III
, • `-10" LAYER OF 314" GRAVEL - - - - BMP NI AND `Dn — — — -
- — = _ ""SEE NOTE BELow TYPICAL WALL ELEVATION
(IIIIIIII II IIIII III II IIIIIIII I I �- .-, _ - __ _ I III II IIIIIII II IIIII III II IIIIIII II IIIIIII II IIIIIII II IIIIIIII
_ _ -_ _ _ =W=u 1=u 1= NOT TO SCALE LOCATIONS SHOWN ON PLAN
1111111111i1=1i1-lil=lil=
lll�l�ll lll�l�ll lll�ll�lll�l1l�llllll�llllll�llllll11111-III-III-III-III-ll-III-
NOT TO SCALE
II R HIHIRIRIRII�II=III-III-III-III= ui=�= = CLAYCBIORIECONTENT.
THE MIX ERED SHALSOIL'LAV 50-60% AND, BE 20-30% COMPOST
Y LOAM"RDWOO DMOIL LC WITH NOMORE
0% TOPSTHAN
L,
CLAY CONTENT. THE MI%SHALL CONTAIN 50-60%SAND,20-30%COMPOST OR HARDWOORD MULCH, AND 20-30%TOPSOIL,
BMP A"AND "B" FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS.
NOT TO SCALE " WI CRUSHED ROCK LAVER SHALL BE A MINIMUM OF 1T BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND
STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON
CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO
IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST W BELOW ADJACENT FINISHED SURFACE
PERVIOUS PAVERS W/
VOID FILLER8' T0J'"(N08) MIN.pJI'VOID
AGGREGATEIN VOIDS 6"X 16I`PCCFLUSHCUR8
SDRSD Cd WALL PL ORDEEPENED G-1 CURB
_ TW=150.]5 LINE OF BEDDING COURT MICK
EXISTING OFg" TOg'"(NO.8)AGGREGATE
SDRSD C3 WPLL
_ GRADE TW=14B.6 FL CHOKER COURSEd"THICK 4
0.5' SDRSDG-01 OFp' T01I'IN0CRUSHED ROCK .57) K
—IIIII IIIII IIIII IIIII— I e"CURB .:III=IIKI
_IIIIIIIIII I I I I ................1 65 G 2 0 CURB SOIL SUBGRADE _
_ I 5' MIN 6'ROCK III III III III III III—IIKI K_KI
2% PERVIOUS 6"XIFPCC OFJFCRUSHED ROCK �41c� Ju III �L�LK K
IIII IIIII—IIIII IIIII=_IIIII=III i - 2/0 _ NOTE:NOT TO SCALE
IIIII IIIII I I I —IIIII 1J1ll�1llJllll�ll I ALL AGGREGATE MUST BE CLEAWWASHED AND FREE OF FINNS(SAND, SILT, ETC.)
IIIII }
_IIIIIIIIII I I (IIIII` III PLACEMENT OF NEXT COURSE
VAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL SUBDR41N MAYBE REQUIRED
I THE PAVERS SHALL NOT RESEALED ONCETHEV010 FILLER HAS BEEN ADDED
I-EACHCOURSE SHALL BE VIBRATORYCOMPACTED BEFOREP
IIIIIIIIII—IIIII _IIIII I '-NOIMPERVIOUS LINER OR FILTER FABRIC IS BE USED
SPECTRE PFPRO 0
— IIII a 5 B "CONSTRUCTION NOTE:
III _ a K —IIII III IIIII IIIII_ IIIIIIIIIIIIIII_ -PAVERS TO BE COVEREDAND PROTECTEDDURING CONSTRUCTION
III III IIII -IIII -III -III -III
SECTION A -A
SCALE: VI
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS E I E G DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: CONTROL POINT 1004 INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC APPROVED: GRADING PLAN FOR:
LOCATION: DRAINAGE BOX INLET 4.5' WEST OF PUBLIC WORKS DATE: 4-13-21 1212 HYMETTUS AVE. LDEV-013O20-2020
CURB ON THE WEST SIDE OF RAINTREE DR. IN BRIAN M. ARDOLINO DATE ^ STEVE NOWAK L T. BANKSTON
CURVE KNUCKLE. PLANNING e `� MCLAUGHLIN RESIDENCE
/%� R.C.E. NO.: ]1651 CTING CITY ENGINEER
RECORD FROM: ROS 18416 REVIEWER 7-22-21 7I30@1 APN: 254.262-05
ELEVATION: 677.639' DATUM: NAVOBS SENIOR ENGINEER DATE INSPECTOR BRIAN M. ARDOLINO EXP.: 12-31-21 DATE DATE PLANNING CASE NO: CDP-003516-2019 SHEET 3 OF 4
PLSA 323t
STORMWATER POLLUTION CONTROL POST
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 BMP/IMP FACIUTIES AND/OR TO TURF OR
LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO
DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST
SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE
TURF/LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE,
DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE
FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE
IMP/BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE
TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED
DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
DISCHARGE IT TO AN ADEQUATE IMP/BMP.
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON
SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM
THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES
NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE
REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
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, NON-COMBUSTIBLE ROOF THAT WILL
NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE
ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO
HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND
TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED
WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND
OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY
HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY
SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED
THROUGH A CITY -APPROVED HYDROCARBON FILTER AND
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT
TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE
BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLIOWS PROPERTY,
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO ME CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CRY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNIX THE REWIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON
SUE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS)
MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERLALS
MANAGEMENT BAP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
WITH M4TER14LS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM
(EG. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR
HAZARDOUS MATERIALS,, PLACEMENT OF PORTABLE TOILETS OVER A PERILOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS
STORM RUNOFF GENERATED AND COMvF0 LTA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE-FAMILY RESIDENRAL DEVELOPMENT THESE GUIDELINES ARE A✓AIL 48LE AT CITY
HALL (505 S. VULCAN AVE, ENCINITAS, Gt 92024) AND ARE APPROVED AS PER PC RES.
2006-27.
LANDSCAPE EFFICIENCY BMP NOTES:
I. ROUTINE INSPECITON TO GUARD AaUNST RUNOFF AND EROSION AND TO DETECT
PLANT OR IRRIGATION SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
J. E94DOWN OF INVASIVE SPECIES
4. REPAVING ME ARMMTiON SYSTEM AND ITS COMPONENTS WHEN REWIRED
5. REPLENISHING MULCH AS NEEDED
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
PUNT GROWTH
7. FERTILIZING, PRUNING AND WEEDING AND MMNTAINING TURF AREAS
8. MAINTENANCE 70 AVOID ORMUC17ON OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A 71MING DEVISE TO RUN ALL IRRIGATION (W/BATTERY BACKUP)
It. MAINTAIN THE SYSTEM CONSMENT WITH MAN (MAY APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VMA710M TO BE CONSISTENT WITH PLANTS MYDROZONE'
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT D(CEED MAWA (MAY APPLIED WATER
ALLOWANCE)
DESCRIPTION
APPROVED 1 DATE
111fe)ml►'Ial
PROPOSED SILT FENCE
PROPOSED GRAVEL BAG BERM
®
PROPOSED CONSTRUCTION ENTRANCE
QQ
PROPOSED INLET PROTECTION
%c�
NOTE:
BIOREIENRON SUNS SHALL BE EXCAVATED AND USED AS DOL17NO
BASINS DURING CONSTRUCTION THE SILT SHALL BE COMPLETELY
REMOVED AND THE 81OREIENTION BASINS COMPLETED ONCE FINAL SUE
STABILUATTON IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR RIVAL
GREATER THAN 3"0 UT
SMALLER THAN 6"0
EXISTING 2-- -
FILTER FABRIC
INGRADE
SECTION.1.N E: CONSTRUCT SEDIMENT
IBARRIER AND CHANNELIZE RUNOFF
SEDIMENT TRAPPING DEVICE
TO
ANTICIPATEDTRAFFIC
SEE CALIFORNIA I STEEL PANELS
STORMASSOCIATION
QUALITY 1�25'MIN y
ASSOCIATION(C1 FOR I
STANDARD DWG. NO.
RM FOR
ADDATION
ITIONAL
LCAL STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY
WITHOUT AGGREGATE.
GRAVEL BAGS OVERLAP
ONTO CURB
�v \RUNOFF WITH ENDS OVERLAPPED
TWO LAYERS OF GRAVEL BAGS
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
TYPICAL INLET PROTECTION
IN ET PRO ECSIL
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11 A �( \ I I I / �" n .. � -- A\ �� , _ I • � CONSTRO TION E
A
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1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE TO
4 BY 41N (10 BY 10 CM) THE POSTS. POSTS ARE TO BE SPACED
TRENCH UPSLOPE FROM AND CLOSER THAN STANDARD
ALONG THE LINE OF POSTS. PRE -MANUFACTURED SILT FENCE
PRODUCTS.
�—/ 61N(15 CM))
3. ATTACH/THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE POSTS AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH. A
FILTER FABRIC (%(
TYPICAL SILT FENCE
IV
Vv
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I 40 .I
DESCRIPTION: CONTROL POINT 1004 1 1 IN UAIt PLAINS YKtVAKtU UNUtK SUVtKV151UIN OF REC _APPROVED: wNv rv.i. rvn.
LOCATION: DRAINAGE BOX INLET 4.5' WEST OF PUBLIC WORKS DATE: 2,17-21 1 1212 HYMETTUS AVE. LDEV-013o20-2D2o
CURB ON THE WEST SIDE OF RAINTREE DR. IN BRIAN M. ARDOLINO DATE �V SIEVE NOWAK ILL JN
CURVE KNUCKLE. PLANNING e ` MCLAUGHLIN RESIDENCE
/`�%� R.C.E. NO.: 71651 7 22 21 CTING GI I Y tNGINEER
RECORD FROM: ROS 1(W16 REVIEWER 7I30121 APN: 254.262-05
ELEVATION: 67.639' DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR BRIAN M. ARDOLINO EXP.: 12-31-21 DATE DATE PLANNING CASE NO: CDP-003516-2019 SHEET 4 OF 4
PLSA 323t