2018-13381 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL
NOTIFICATIONS WORK TO BE DONE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DANA LOVE AT (619) 990 -8400, 24 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE
48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT HOURS A DAY. PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND
IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF ARE NC EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS STANDARD DRAWINGS:
THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING STANDARD SPECIFICATIONS
DRAINAGE NOTE SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: (2012 EDITION).
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IMMINENT. A. SEWERS - CSD - (760)- 633 -2770
IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
CONVEYED TO AN APPROVED DRAINAGE FACILITY. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR. C. WATER -SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996
UTILITY NOTE D. TELEPHONE - SBC BELL - (760) -489 -3411 EDITION).
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006.
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL:
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO STANDARD DRAWINGS
GENERAL NOTES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770. 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006.
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO WILL BE SUBJECT TO REJECTION AND REMOVAL.
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY DESCRIPTION STD DWG SYMBOL
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY
ANY REQUEST FOR INSPECTION. UNSAFE. SOILS ENGINEERS CERTIFICATE EXIST. LOT BOUNDARY ........... ...............................
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE I, MARK SWEENEY A REGISTERED ENGINEERING GEOLOGIST IN THE STATE OF CALIFORNIA HEREBY EXIST. EDGE OF PAVEMENT. / h
2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION LOVE RESIDENCE DATED 4/19/18 INCORPORATED HEREON. CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS
PREPARED BY LA CRESTA GEOTECHNICAL INC. PROJECT# 1804 -1.9-01 SHALL BE MADE BY ME OR UNDER MY DIRECTION ON APRIL 19, 2018, ONE COMPLETE COPY OF THE SOILS EXIST. CONTOURS .... _ .......... ............................... - - -- 175
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SLOPE AT THE CONCLUSION OF EACH WORK DAY. OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND PROP. CONTOURS ................ ...............................
REPORT. CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE PROP. RETAINING WALL ............. C- 04/C -09 ........... .
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH BEEN INCORPORATED IN THE GRA PLANS AND SPECIFICATIONS.
WORKING DAY WHEN THE FIVE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PROP. CONCRETE . ......... ........ ................ a
OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PERCENT (40 7.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SIGNED: ` / /% /I�GL'��✓/� '' ,`�,j
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPZIMP NOTES GE NO.: 2339 �1A KA 4" DRAIN PIPE .... ..... .......... ..............
� a•�b =�m��t' �... ........ ......... .............
5, CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT a4o23 � 6" AREA DRAIN. . . . . . ..... .
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS EXP. DATE: 6/30/2020 CEF .FED
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE FliU;NSER!, X QROfESS104q BIORETENTION BASIN .............. ...............................
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. ,a GEOLOGIST 'T o e
AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE JOB #: 1804 -15 -01 A syF �y
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS PUBLIC STORM DRAIN SYSTEM. Or'CAt� n2F� Z RIP-RAP. D- 40............
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED COMPANY: LA CRESTA GEOTECHNICAL INC. -
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL ADDRESS: 44055 TORTUGA ROAD No. GE 713 z
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY, -707770-LA, CA
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING PHONE: (951) 699 1494 *s9lF000G NOTE- SPECIAL INSPECTION
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES F OF cg. F
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO STATEMENT OF ENGINEER OF WORK PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF SECURITIES, AS- GUILTS, AND /OR GRADING
DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED PLAN SIGNOFF, WHICHEVER MAY COME FIRST, THE ENGINEER OF RECORD SHALL FIELD SURVEY AND
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL VERIFY THAT THE CONSTRUCTED IMPERVIOUS SURFACE IS LESS THAN 10,OOOSF. A SIGNED AND
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE STAMPED INSPECTION REPORT SHALL BE PROVIDED TO THE ENGINEERING FIELD INSPECTOR. IF
7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN 10,000SF OR MORE OF IMPERVIOUS SURFACE IS CREATED, THE PROJECT SHALL BE CONSIDERED A
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE PRIORITY DEVELOPMENT PROJECT FOR PURPOSES OF STORMWATER QUALITY TREATMENT AND SHALL
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS BEEN EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY COME INTO FULL COMPLIANCE WITH THE PROVISIONS OF THE NPDES MS4 PERMIT AND THE CITY OF
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCTION MEETING SHALL HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS BMP DESIGN MANUAL.
BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) DISCHARGE IT TO AN ADEQUATE IMP /BMP. ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
633 -2770. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE OWNER
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION ALTERED WITHOUT A PERMIT FROM THE CITY. CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM BODILY INJURY ARISIN ; SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE DANA LOVE
THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY ENGINEER AND HIS /H IAGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH 1312 CREST DR.
ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE AGENCY AND EMPLOY IJT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. ENCINITAS, CA 92024
HAULING OPERATION. OBTAINED.
THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE / Q, ENCINITAS BLVD.
SIGNATURE: DATE: �{ ���J SITE ADDRESS:
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR FI FINAL 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH DOUGLAS E. LOGAN
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS, THE TRASH ENCLOSURES 1312 CREST DR.
SHALL BE PROVIDED STATING: `'THE GRADING UNDER PERMIT NO. 000000 HAS BEEN SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER QFtOFESS /Ohq ENCINITAS, CA 92024
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT ADDRESS: COASTAL ENGINEERING &SURVEYING INC, ��o E 4 <�
SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ADDRESS: 310 VIA VERA CRUZ. #205 CO d�G 0� 2� APN: 262- 011 -13 SANTA FE DR. r^
PHONE NUMBER: 760- 510 -3152 0 92 - r
THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH LEGAL DESCRIPTION
OPERATION. THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO RCE EXPIRES: 12/31/2019 w � G 39726 A SITE
ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF tr sY c�
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED EARTHWORK LOT 5 IN BLOCK A OF PALOF SAN HEIGHTS IN THE Z
sTq �IVI� ��P CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF
HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OIL /GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED STEEPEST EXISTING NATURAL SLOPE ON -SITE = 5 H: 1 V: OF CAQf CALIFORNIA, ACCORDING TO MAP THEREOF N0. 2114, N m
OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT MAXIMUM VERTICAL DEPTH OF CUT = 3 -FT. FILED IN THE OFFICE OF THE COUNTY RECORDER OF
AS 9� z
REQUIRED AND DETERMINE
TIONS S SUITABILITY OTE FILL TUPON
D O THE DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE MAXIMUM VERTICAL DEPTH OF FILL =
COMPLETION OF GRADING OPERA HE HA
2 -FT. SAN DIEGO COUNTY, JUNE 19, 1928.
WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL SAN DIEGUITO WATER DISTRICT NOTES: CUT = 500 C.Y. FILL = 375 G.Y. OWNERS CERTIFICATE
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE I WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO EXPORT = 125 C.Y. )
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL
AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE COMMITTEE (WASC). NOTE: EARTHWORK QUANTITIES ARE THEORETICAL ONLY AND DO NOT GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS INCLUDE SPOILS, SHRINKAGE, OR SWELLING. THE SITE.
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE IMPERVIOUS AREA (WE) HEREBY AGREE TO IDENTIFY, DEFEND, AND HOLD CITY AND
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM,
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE TOTAL IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 6.030 SQFT AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE LIMITS OF THIS PROJECT. TOTAL IMPERVIOUS AREA AFTER CONSTRUCTION: 12.260 SQFT ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF N
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE TOTAL INCREASE IN IMPERVIOUS AREA: 6.230 SOFT DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED
FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR VICINITY MAP
FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR EXISTING IMPERVIOUS AREA TO REMAIN: 2.280 SOFT
INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, T.B. PG. 1167 -F1
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER IMPERVIOUS AREA REPLACED: 3.750 SQFT
� IMPERVIOUS AREA CREATED AND REPLACED: 9.980 SQFT OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR
STRICT ACCORDANCE WITH SPECIFICATIONS. MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. CONSTRUCTION
TOE PERMIT THE PERMIT CONNECTED
WITHIN ED DIRECTLY PRIVATE
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE TOTAL AREA OF LAND DISTURBANCE PROPERTY OR PUBLI ASEMENTS
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) • 36,000 S.F. / 0.83 ACRES
SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET SIGNATURE: DATE: 60 Z8� /g
LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME DANA LOV
DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS
LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL AT THE OWNER'S EXPENSE. /�
BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. RANCHO COASTAL DEPARTMENT ENV. HEALTH BMP PROJECTS STATUS
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, 5 SERVICES. TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER ENGINEERING &SURVEYING SHEET INDEX
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE
AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SINGLE SOURCE DEVELOPMENT CONSULTANT SHEET 1 COVER SHEET STANDARD
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SAN DIEGO GAS AND ELECTRIC VAULTS. 310 VIA VERA CRUZ, #205 SHEET 2 GRADING PLAN
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SAN MARCOS, CA. 92078 Y�4� lo"25-18
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE 'CONSISTENT WITH THE CITY'S URBAN 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER (760) 510 -3152 Ph / (760) 510 -3153 Fax SHEET 3 EROSION CONTROL PLAN & NOTES SIGN DATE
FOREST MANAGEMENT PROGRAM, TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE
SERVING.
CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE
OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
IS NOT CLEARLY EDDGELOD THEBTREE CANOPY
T MUST PROTECTED GROUND). PLACE. EVENITY TREE MATERIALS TO BE NO -LEAD BRASS PARTS. f II
APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE i8 �� �� (8 /c9'2 -/$ �� Ib
UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. lz DATE SIGN DATE SI N DATE SIGN DATE N DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIDGE BY: RW BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO
DESCRIPTION: POINT ID NO.1029 DESIGNATED AS ENC -35 INT, DATE PLANS P PARED UNDER SUPERVISION OF RECTO NDED:yI APPROVED: GRADING & DRAINAGE PLAN F R
LOCATION: BRASS DISC CROSS AND CENTER PUNCHED INCENTER OF PUBLIC WORKS DATE: '! Il_I� �f tbVE -CHU RESIDENCE
CUL -DE -SAC AT THE EAST END OF ORANGE VIEW DRIVE DOUGLAS E. LOGAN DATE PLANNING 312 CREST DR. ENCINITAS, CA 92024 13881 -G
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK R.C.E. N0. 39726 JESSE WENS CITY ENGIN CDP:17 -NIT
REVIEWER ENGINEER
ELEVATION: 243.24' DATUM: NAVD88 CITY ENGINEER DATE
INSPECTOR DOUGLAS E. LOGAN EXP• 12 -31 -19 DATE AT L / CASE NO. 17 -235 CDP APN:262- 011 -13 SHEET 1 OF 3
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1312 CREST DR.
CASE No. 17-235 CDP
PCC HEADWALL 12"
3' MIN. WIDE x 4" THICK
OVERFLOW BERM ALONG DEEP ROOTED, DENSE, DROUGHT DRAINAGE SWALE
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6" MINUS ROCK. FOR WELL DRAINED SOIL BACKING RIP --RAP.
TOP OF BERM 2 -3 HARDWOOD 10"
F.G. = 384.0 8„ MULCH
MIN. F.G. =383.3
RETENTION AREA j /\ —� —� F9 I I —I I I —I I I —I I I —I I LEI I I—I I I —I I I —I I _l I J� \ 24" MIN.
SHALL BE LEVEL AND / \ \// I —I EEil I I —I I —I I —I I F1 I —_� I I —_d I l—1 I I—_) I I —_1 —I I _\ /\ ENGINEERED SOIL
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SURROUNDING GRADE \i \\ = = = = = = = = I =I _I I= I = _I, „
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IMPERVIOUS LINER NO LINER
ALONG R SIDE OF BASIN REAR BIORETENTION BASIN DETAIL
SECTION A —A
NOT TO SCALE
*BIORETENTION "ENGINEERED SOIL° LAYER SHALL BE MINIMUM 24" DEEP "SANELY LOAM" SOIL MIX WITH NO
MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD
MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF
NOXIOUS WEEDS.
* *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 24" AND HAVE A MINIMUM POROSITY OF 40 %.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION.
TYPICALLY FOR CROSS LOT DRAINAGE, THE SURFACE AREA OF THE BIORETENTION BASIN IS 9% OF THE
IMPERVIOUS AREA DRAINING TO IT IF THE PONDING DEPTH IS 4" AND THE GRAVEL STORAGE DEPTH IS 12"
WITH 40% VOIDS. THIS BASIN PROVIDES THOSE SAME STORAGE AND PONDING VALUES WITH A SMALLER
FOOTPRINT AS DEEPER PONDING AND DEEPER GRAVEL LAYER IS SHOWN. SEE CALCULATIONS ON THIS SHEET
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK
DESCRIPTION: POINT ID NO.1029 DESIGNATED AS ENC -35
LOCATION: BRASS DISC CROSS AND CENTER PUNCHED INCENTER OF
CUL -DE -SAC AT THE EAST END OF ORANGE VIEW DRIVE
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK
ELEVATION: 243.24' DATUM: NAVD88
3' MIN.
OVERFLOW BERM ALONG
OF BASIN, LINED WITH
6" MINUS ROCK.
TOP OF BERM-'
'' RETENTION AREA
SHALL BE LEVEL AND
DEPRESSED FROM THE
SURROUNDING GRADE
12" MIN.
** SEE NOTE
BELOW
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
2 -3" HARDWOOD
Add a rW_ 2 M,
MIN.) F.G. =383.0
WORK TO BE DONE
10 DRIVEWAY OPENING, 6" P.C.C. OVER 6" CLASS II BASE WITH #6
O2 P.C.C. CONCRETE SURFACE (IMPERVIOUS)
O3 CONCRETE PERVIOUS PAVERS PER DETAIL THIS SHEET (PERVIOUS)
O4 CONCRETE PAVERS (IMPERVIOUS)
O5 RAISED WOOD DECKING AROUND SPA WITH 1/8" GAP BETWEEN
BOARDS PER ARCHITECTURAL PLANS (PERVIOUS).
O LAWN
O7 BOCCE BALL COURT
PROPOSED KEYSTONE BLOCK WALL, 2' MAX.
O PROPOSED RETAINING WALL PER SDRSD "C -9 ", OR PER
LANDSCAPE PLAN.
10 RIP RAP AT EDGE OF BASIN ALONG PROPERTY LINE PER DETAIL
THIS SHEET
11 INSTALL BIORETENTION BASIN PER DETAIL THIS SHEET
12 6" AREA DRAINS
13 4" PVC /ABS DRAIN PIPE ® 1% (MIN.)
14 2' x 2' NO. 2 BACKING RIP -RAP BASIN
15 EXISTING SEPTIC VERTICAL PIT TO REMAIN
16 EXISTING SEPTIC TANK TO REMAIN
17 PROP. FENCE PER ARCHITECTURAL PLANS
18 PROP. SITE WALL PER ARCHITECTURAL PLANS
19 COBBLE STONE PERIMETER (PERVIOUS).
STORM WATER SIZING CALCS
REAR BASIN
• AREA DRAINING TO REAR BASIN =8,060 S.F.
SIZE MINIMUM STORAGE BASED ON STANDARDS
• 9% OF AREA =726 S.F.
• 4" OF PONDING =242 C.F.
• 12" GRAVEL W/ 40% VOIDS =290 C.F.
SIZE STORAGE BASED ON REDUCED FOOTPRINT
• REDUCE AREA TO 365 S.F.
• 8" OF PONDING =244 C.F.
• 24" OF GRAVEL W/ 40% VOIDS =292 C.F.
DRAINAGE SWALE
OUTLET & NO. 2
BACKING RIP -RAP.
KEYSTONE
�— WALL, OR PER
LANDSCAPE PLAN,
2' MAX.
%'_`24" MIN.
ENGINEERED SOIL
*SEE NOTE BELOW
2 " -3" OF
3/8" GRAVEL
3/4" CRUSHED
ROCK
`�-- SCARIFY BOTTOM OF
EXCAVATION
30 MIL LDPE MEMBRANE ' ���' / /� / /. \ / / \ / / \ / / \ / /. \ '� "'
IMPERVIOUS LINER NO LINER
ALONG Ft' SIDE OF BASIN FRONT BIORETENTION BASIN DETAIL
SECTION B —B
PN IafQ&YfL1Wj
*BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP `SANDY LOAM" SOIL MIX WITH NI
MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR
HARDWOOD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AN[
ALSO FREE OF NOXIOUS WEEDS.
* *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" AND HAVE A MINIMUM POROSITY OF 407o.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION.
TYPICALLY FOR NON -CROSS LOT DRAINAGE, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF
THE IMPERVIOUS AREA DRAINING TO IT WITH A PONDING DEPTH OF 4" AND THE GRAVEL STORAGE DEPTI
IS 12" WITH 40% VOIDS.
AS -BUILT APPROVALS
PUBLIC WORKS
DOUGLAS E. LOGAN DATE PLANNING
REVIEWER
CITY ENGINEER DATE
FRONT BASIN
• AREA DRAINING TO FRONT BASIN =4,200 S.F.
SIZE MINIMUM STORAGE BASED ON STANDARDS
• 4% OF AREA =168 S.F.
• 4" OF PONDING =56 C.F.
• 12" GRAVEL W/ 40% VOIDS =68 C.F.
NOTE - SPECIAL INSPECTION REQUIRED:
• PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF
SECURITIES, AS- BUILTS, AND /OR GRADING PLAN SIGNOFF,
WHICHEVER MAY COME FIRST, THE ENGINEER OF RECORD
SHALL FIELD SURVEY AND VERIFY THAT THE CONSTRUCTED
IMPERVIOUS SURFACE IS LESS THAN 10,000 S.F. A SIGNED
AND STAMPED INSPECTION REPORT SHALL BE PROVIDED TO
THE ENGINEERING FIELD INSPECTOR. IF 10,000 S.F. OR MORE
OF IMPERVIOUS SURFACE IS CREATED, THE PROJECT SHALL
BE CONSIDERED A PRIORITY DEVELOPMENT PROJECT FOR
PURPOSES OF STORMWATER QUALITY TREATMENT AND
SHALL COME INTO FULL COMPLIANCE WITH THE PROVISIONS
OF THE NPDES MS4 PERMIT AND THE CITY OF ENCINITAS
BMP DESIGN MANUAL.
RCP PERMEABLE
PAVER JOINT FILL -
1/8" TO 1/4" (NO. 4) RCP HYDROLOGIC
AGGREGATE IN VOIDS PERVIOUS PAVERS
BEDDING COURSE - 2" W/ MIN. 5/16" VOID
THICK OF 1/8" TO 3/8"
(NO. 8) AGGREGATE °
CHOKER COURSE - 4" 2
THICK OF 3/8" TO 1/2" 4"
(NO. 57) CRUSHED ROCK
MIN. 6" THICK ---'6 c
CRUSH DF ROCK
SOIL SUBGRA \. ��
DEJVW /l
• PAD D GRADING NOTE
ROUND
PERIMITER OF THE BUILDING FOOTPRINT
SHALL SLOPE AWAY AT 2.0% MINIMUM
FOR 5 -FEET.
STORMWATER BMP's:
• STORMWATER POLLUTION CONTROL
BMP's TO BE PRIVATELY MAINTAINED
AND NOT TO BE MODIFIED WITHOUT A
PERMIT FROM THE CITY
UTILITY NOTE:
• ALL UTILITY SERVICE LINES TO THE
PROPERTY INCLUDING CABLE,
TELEPHONE, AND ELECTRIC SHALL BE
INSTALLED UNDERGROUND.
RETAINING WALL NOTE
• TW = ELEVATION ® TOP OF WALL
• BW = FINISH GRADE @ BOTTOM OF WALL
(NOT TOP OF FOOTING)
WEEP SCREED NOTE
• BOTTOM OF WEEP SCREED TO BE A
MINIMUM OF 8" ABOVE FINISHED
LANDSCAPE AREAS & 2" ABOVE
HARDSCAPE AREAS. THIS NOTE TO
SUPERCEDE ELEVATIONS SHOWN ON PLANS
SHOULD THERE BE ANY CONFLICT.
SURVEY NOTE:
ANY EXISTING SURVEY MONUMENTS SHALL BE
PROTECTED -IN- PLACE. IF ANY MONUMENT IS
DISTURBED OR DESTROYED IT SHALL BE
REPLACED BY A LICENSED SURVEYOR.
PERVIOUS PAVERS
NOTE:
• FOR THE PERVIOUS PAVEMENT
WITH THE
BANDS /GAPS /JOINTS HAVE TO
ACCOUNT
FOR 5% OF THE OVERALL DIMENSION.
• THIS INCLUDES BOTH DRIVEWAY
AND
BACKYARD.
• MAXIMUM PAVER DIMENSION IS
4'X4' FOR
SLOPES LESS THAN 5%
"X16" PCC
FLUSH CURB
OR DEEPENED
G -1 CURB
>
20 10 0 20 40
SCALE IN FEET
SCALE: 1" = 20'
NOTES:
-ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
- SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE
REQUIRED.
PERVIOUS PAVER DETAIL
NOT TO SCALE
RANCHO COASTAL
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 VIA VERA CRUZ, #205
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
NEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
INT. DATE PLANS PR ARED UNDER SUPERVISION OF RECOMMENDED: APPROVED:
DATE: ` �� i'��
R.C.E. NO. 39726 JESS OWE S CITY ENGIN
ENGNEEV
DOUGLAS E. LOGAN EXP. 12 -31 -19 DATE DATE
GRADING &DRAINAGE PLAN FCOVE—CHU RESIDENCE
-'- 1312 CREST DR. ENCINITAS, CA 92024
CDP: 17-235
CIS CASE NO. 17 -235 CDP APN: 262- 011 -13
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ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 VIA VERA CRUZ, #205
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
NEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
INT. DATE PLANS PR ARED UNDER SUPERVISION OF RECOMMENDED: APPROVED:
DATE: ` �� i'��
R.C.E. NO. 39726 JESS OWE S CITY ENGIN
ENGNEEV
DOUGLAS E. LOGAN EXP. 12 -31 -19 DATE DATE
GRADING &DRAINAGE PLAN FCOVE—CHU RESIDENCE
-'- 1312 CREST DR. ENCINITAS, CA 92024
CDP: 17-235
CIS CASE NO. 17 -235 CDP APN: 262- 011 -13
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CHANGE NO.
STORMWATER POLLUTION_ CONTROL BMP NOTES RELATIVE _TO CONSTRUCTION ACTIV
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 LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO
PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR
CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND 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 SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION
OF STORMWATER FROM STOCKPILES KEPT ON -SITE, STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS,
ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
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 OWNER(S) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
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. bUMPSTERS 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 HOTLINE TOLL FREE AT (800) 714 -1195.
FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES
AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR
SHALL PROVIDE SECONDARY 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.
NOTE: LOWER BAG ROW TO BE
BURIED 6" UNDER GRADE.
GRAVEL BAG CHECK DAM
NOT TO SCALE
BIORETENTION BASINS SHALL BE EXCAVATED AND
USED AS DESILTING BASINS DURING CONSTRUCTION.
THE SILT SHALL BE COMPLETELY REMOVED AND
THE BIORETENTION BASIN COMPLETED ONCE FINAL
SITE STABILIZATION IS ACHIEVED, PRIOR TO
OCCUPANCY AND /OR FINAL.
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
I�r IllMl I;p /Ylli I•r / �j
MII VIy i'p�y lgyy r I /
V INY yI'
/�- 'tll,pyV,411,411
I- III- III�IIlilll-
2. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND 17
INTO THE TRENCH.
i
0
SILT FENCE
EXISTING
GROUND
IN (10 CM) I*
EXISTING
ACCESSORY UNIT
PAD-385.3±
FF= 386.0±
P �oi,
ii
1, J it
IJ— 11 -1
, m
ED,
20'MIN.
PROFILE
- 1 -1/2"
CRUSHED
ROCK
a
a 4..l
PUBLIC
RIGHT -OF -WAY
PUBLIC
RIGHT -OF -WAY
3. BACKFILL AND COMPACT THE EL& `PROVIDE APPROPRIATE TRANSITION
EXCAVATED SOIL. BETWEEN STABILIZED CONSTRUCTION
FILTER FABRIC -
111_I I_I
WT E C III �I]
I_I I I_I I I III I I I
SILT FENCE DETAIL
NOT TO SCALE
DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS
DESCRIPTION: POINT ID NO.1029 DESIGNATED AS ENC -35 INT, DATE
LOCATION: BRASS DISC CROSS AND CENTER PUNCHED INCENTER OF PUBLIC WORKS
CUL -DE -SAC AT THE EAST END OF ORANGE VIEW DRIVE DOUGLAS E. LOGAN DATE PLANNING
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK REVIEWER
ELEVATION: 243.24' DATUM: NAVD88 CITY ENGINEER DATE inlcoGnTnR
ENTRANCE AND PUBLIC RIGHT -OF -WAY
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
I ENGINEER
DOUGLAS E. LOGAN
SUPERVISION OF
DATE: P9
R.C.E. N0. 39726
EXP. 12 -31 -19
ENGI
VEL BAG'
CK DAM
d'
APPLICABLE STANDARD
PROJECT REQUIREMENTS BMPS
SYMBOL
DESCRIPTION
DWG. N0.
SC -1,
PREVENTION OF ILLICIT DISCHARGES INTO
MS4
SC -3,
PROTECT OUTDOOR MATERIALS STORAGE
AREAS
SC -4,
PROTECT MATERIALS IN OUTDOOR WORK
AREAS
SC -5,
PROTECT TRASH STORAGE AREAS
SHEET 3 OF 3
SC -6,
STORM DRAIN INLET PROTECTION
SD -1,
MAINTAIN NATURAL DRAINAGE /HYDRO FEATURES
SD-
CONSERVE NATURAL AREAS, SOILS, AND
VEGETATION
SD -3,
MINIMIZE IMPERVIOUS AREA
SD -4,
MINIMIZE SOIL COMPACTION
SD -5,
IMPERVIOUS AREA DISPERSION
SD -7,
LANDSCAPING OF NATIVE /DROUGHT TOLERANT
ESS/
E.
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LEGEND
PROPERTY BOUNDARY
SILT FENCE
CONSTRUCTION ENTRANCE
GRAVEL BAGS
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ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 VIA VERA CRUZ, #205
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
SION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
APPROVED: EROSION CONTROL PLAN FOR: LOVE —CHU RESIDENCE
i` 1312 CREST DR. ENCINITAS, CA 92024
CITY ENGIN
DA CDP:17 -235
ll / $ CASE NO. 17 -235 CDP APN: 262- 011 -13
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