2017-13652 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION 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 WITH THESE PLANS, THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
INSPECTION.
2. SEE SUBDIVISION PLAN 13652 -G FOR PROJECT SOILS REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND
SURVEYOR,
7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL
BE PROVIDED STATING: "THE GRADING UNDER PERMIT
NO. 13_652 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE
FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY ON CITY
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF
THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE
TREE REMOVAL.
CHANGE NO.
DESCRIPTION
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MACALL DEAVER )�T (661 ) 878 - 1107 ,
24 HOURS A DAY. (HOA Manager)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS, TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED U;✓ITHOUT 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 PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
8. 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
(40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
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 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 DISCHARC ED 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 NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPECIFICATIONS Of THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO 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 MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
WRITTEN PERMISSION 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. UTILITIES 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.
APPROVED DATE BENCHMARK
DESCRIPTION: F_NC pf IC107 "GCSEs OOY'__
- - LOCATION:
RECORD FROM: Roy 'Ll6_ - -_
- ELEVATION: ay_6$'__ DATUM: NAVD88
AS -BUILT APPROVALS
DONALDO MARTINEZ 0815. 018 I
PUBLIC WORKS ' --
ENGINEER'S NAME DATE -
PLANNING
REVIEWER
CITY ENGINEER DATE �-INSPECTOR
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER FWY 5
OWNER NAME : PRIMROSE HOA
CONCRETE WASHOUT ADDRESS: 1073 -1093 PRIMROSE LANE \ -�
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ENCINITAS,CA. Leucad abwd,- \ OlNenha n r_d_
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PHONE: (661) 8781107
PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL
POST A SIGN DESIGNATING THE WASHOUT LOCATION. SITE ADDRESS
PROJECT ADDRESS: 1073 -1093 PRIMROSE LANE m
CONSTRUCTION SITE ACCESS APN: 255 - 222 -48 TO 58 w
\ 0
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT F 5 E
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL LEGAL DES_ CRIPTIO_N 0,
PANELS /PLATES. L) I�
LOTS 1 TO 11,MAP15915 wl
�\
CONSTRUCTION VEHICLES � VICINITY MAP
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES N.T.S.
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. OWNER'S CERTIFICATE \ ,\
EROSION CONTROL I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
1
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE GEOLOGIST HAS BEEN OF WILL BE RETAINED TO SUPERVISE OVER ALL \
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, GRADING ACTIVITY AND A.)VISE ON THE COMPACTION AND STABILITY OF
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. THE SITE. Xn
I WE HEREBY AGREE TO INDEMNIFY DEFEND AND HOLD CITY AND CITY'S \
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. ( ) _
OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST cinitas blvd _
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, `\ f
P ROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING
OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY \\
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES,
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FWY 5
UNNECESSARILY; THEY HELP DECREASE EROSION. FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR
CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL OWNERS SIGNATURE AND DATE:
GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. R (��� //� NA
STEVE ADAR YL DIXO F L RAMOS RICHARD V. GUSTAFSON
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 0� II I 1V
of if g00?
ON -SITE CONSTRUCTION MATERIAL STORAGE MOLLY T RI E DIXON
BARBARA I OGU A VON LEISS CRA D DE ER
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL / vil STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY �� C1 I ��fSi III I IS,
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES - - -
SHENG TAO YU SC MORRIS MACALL ANIELLE DEAVER
KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. / / Q
STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN "(� l((( �g -- - 9(41/1$
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A WEN, NG JULI � I ATHON�ST VEN ADNAL
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. EN ZHANG ��l�j��j �7 '/ A' Q�111 I
TRAINING LOREN DESSER XAV MOYA KELLY ELIZABETH BOWMAN
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR Nil/
WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE l�`f,2� a�� S`IQ Jr 's
AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SAN EVESTER R JILL MOYA JU G. K J Y
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. MO
WASTE MANAGEMENT W-.SL Y RUSSELL C. HALEY RUMMY BERT DER
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 /VA
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. E ICA SYLVES -- --
VINCE HOENIGMA
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 STATEMENT OF ENGINEER OF WORK
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BALED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
SITE. OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
SURFACES. ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
4
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE SIGNATURE: DONALDO MARTINEZ ATE: 08.15.2018
ENGINEER'S NAME
- - -
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. COMPANY: MARTINE'Z ENGINEERING �vo)VES S I p4,
NOTIFICATIONS ADDRESS: 1129 FRESNO ST. "D ",SAN DIEGO,CA.92110 -
PHONE NUMBER: 619 961 -7663 w���
�\
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE RCE EXPIRES 6/30/2019
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES /0 No. C647 -7
ul N1i l
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY EARTHWORK DATA I\
- - 1
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S STEEPEST EXISTING NATURAL SLOPE ON -SITE - H : V /
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, MAXIMUM VERTICAL DEPTH OF CUT = -�K Exp. 06- 30-19.
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: MAXIMUM VERTICAL DEPTH OF FILL = CIVIL
A. SEWERS - CSD /ESD - (760)- 633 -2770 LWD 760 - 753 -0155 a� of cni1�°g�
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 CUT = 0 C.Y. FILL = 0 C.Y. -
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 EX/IMPORT = 0 _ C.Y.
D. TELEPHONE - SEC BELL - (760)- 489 -3411 REMEDIAL = 0 C.Y. (_ 0__ __'REMOVAL AND RECOMPACTION UNDER AND 0 _ 'OUTSIDE OF BUILDING
E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 AREAS) --
BMP PROJECT STATUS
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. DISTURBED AREA = N/A - - -- - --
PHONE: (760)- 633 -2770.
WE: RIJQtB NAS AGKELND w/ fNTS M001FSCATSaN.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 1 I 1 I J HOA & HOMEOWNER. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT
IMPERVIOUS AREA fC5 rdtn�.hl AIVKJ { `�`� Ov1kl FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION
LtjL J �0 ,nv 1 CONTROL FACILITIES"
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: WA SQFT -�i t, PIMP M�l�f s�"'� �1 .`C/
IMPERVIOUS AREA AFTER CONSTRUCTION: n, SQFT ^ ��A L, . Al own t5 � 0 �� fit+ �! ^{ `� 1C � �� �':�" 'l RECORDED ON __�f�Q ��_ (1y x(718
INCREASE IN IMPERVIOUS AREA: 11/�SQFT r�o�n /` _ _`,^ s�I1 0I _ 50L; v- j- o ckAf
'Kr 1 1 +►C 4� + AS DOC. #: Z018- OSD°I kk(7
o 4^ �Ry cv
IMPERVIOUS AREA REPLACED: IU /f} SQFT ) Q -� �n(,.�,'TwJ f'IJr.t..re) c � / { J
sLTIwL OVf,Jhf.
PUBLIC WORKS T PLANNING DIVISION PARKS AND RECREATION 0L vE-A .HAIA7 M; W, _ DISTRICT, ENCINITAS FIRE DEPARTMENT
Ito - 11 IVA
- -'
SIGN DATE SIGN DATE SIGN DATE SIGN DATE SIGN
- - -
INT. DATE PLANS PREPARED UNDER SUPERVISION OF
DATE:06 / 05 / 2018
R.C.E. NO.: C64757
-- - -� DONALDO MARTINEZ
EXP.: 06 -30 -19
ENGINEERING DIVISION APPROVALS
REC MMEND� D:6R#J APP /j OVED,
JES OWENSDI IMR
�211Z���8 iz I 2.�ra
DATE DATE
CITY_ OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
GRADING PLAN FOR:
1073 -1093 PRIMROSE LN.
PRIMROSE HOA
255 - 222 -48 to 58
PLANNING CASE NO: N/A SHEET 1 OF 3
Semi - Annual Maintenance Schedule
1. Inspections and maintenance must be completed twice a year between
September 1 and October 1 and between January 1 and February 1.
2. Inspect the inflow and outflow points for clogging
3. Remove any sediment accumulated and grade to flow towards outflow.
4. Inspect vegetation and evaluate its health and replant as appropriate.
5. Remove any dead vegetation.
I 7 d °
da
\
6. Remove trash and debris
7. Stabilize areas where erosion is evident. Approved
Pervious Areas: 76sgft 1093 PRIMROSE LANE
GROWING MEDIA -FIELD VERIFY BEFORE INSTALLNGDECK.
GROWING MEDIA SHALL BE COMPOSED OFSANDY LOAM
SOIL MIXED WITH NO MORE THAN 5% CLAY, 50-607. SAND,
20 -30% COMPOST, AND 20-30% TOPSOIL.
IMPERMEABLE VLSQUEEN - HELD VERIFY ON EXPOSED AREAS
FOR MATERIAL INTEGRITY. IF NEEDED REPLACE, WITH A
MINIMUM 12" OVERLAP.
GRAVEL LAYER -FIELD VERIFY AND IF NEEDED REPLACE OR
ADD NEW RIVER BANK OR CRUSHED GRAVEL. (RECLAIMED
CONCRETE AGGREGATE 6 NOT PERMITTED)
1� VEGETATED PLANT SEE PLANT LIST FOR PLANT MATERIAL
�2 1 B" SAND /SOIL LAYER GROWING MEDIA (E *)
�3 IMPERMEABLE VISQUEEN LINING (E *)
1B" 3/4 GRAVEL LAYER (E *)
8 4" PERFORATED PIPE CONNECTED TO BOX (E)
6 12" OUTFLOW PIPE (E) 18"v 1a "RRnnK Rnx (F)
Proposed Section "X
NOT SCALED
(N)FTG
Opening
Requirements: 15s qft
LOT: 11-
II
II
II
I II
NOTE: NO FOOTINGS TO BE PROPOSED /INSTALLED
INSIDE BIO— RETENTION BASIN
12" 12"
T
�_ II
1089 PRIMROSE I
N DE ■ �' (N)FTG -- -
I
• J
LOT: 10
(N)FTG (N)FTG
II
�- I I
_ Approved
■ (
X8 4 RD
Pervious Areas: 90sgft
I
Opening
(N)FTG _° (N)4 8 GI E -- (N)FTG Requirements: 14s qft
__ II
PROPOSE PLAN VIEW
II
I I
I I I
I I
I I
it
I
I I
I I I
I I
III
1085 PRIMROSE LANE
Plant Common Name
Plant Scientific Name
Type of Plant
Clustered Field Sedge
Carex praegacilis
Grass
Tuffed Hairgrass
Deschampsia Caespitosa
Grass
Saltgrass
Distichlis Spicata
Grass
California Festuca
Festuca Californica
Grass
Blue -Eyed Grass
Sisyrinchiun Bellum
Grass
Douglas' Sage
Artemisia Douglasiana
Groundcover
Toyon
Heteromeles Arbutifolia
Tree or Tree -Like Shrub
Scrub Oak
Quercus Dumosa
Tree or Tree -Like Shrub
Coast Live Oak
Quercus Agrifolia
Tree or Tree -Like Shrub
Lemonadeberry
Rhus Integrifolia
Tree or Tree -Like Shrub
California Lilac
Ceanothus
Broad -Leaf Shrub
Chaparral Honeysuckle
Lonicera Subspicata
Broad -Leaf Shrub
Redberry
Rhmnus Crocea
Broad -Leaf Shrub
Hollyleaf Cherry
Prunus Illicifolia
Broad -Leaf Shrub
2xDecking
Pressure treated
or similar
Simpson Strong -tie Simpson Strong -tie
Bracket Bracket
2' -0 " j-11 2' -0"
,
41 -011 41 -011
NO. I DESCRIPTION
rK w
2xDecking to be
screw to 2x4
w/ Deck screwed or
similar (Galvanized)
Jer PT w /PBS44
;on Strong -tie
er
81,
210'
1'_6"
41 -011
4xGirder PT w /PB:
Simpson Strong -tie
Bracket
41 -011
2xDecking
Pressure treated
or similar
2'-O"
1 ' -6"
4xGirder PT w /PBS44
Simpson Strong -tie
Bracket
4
S
B
Grade
Milli
LOT: 9
II
NOT A ?ART
Approved
Pervious Areas: 80sgft
Opening
Requirements: 12 sgft
d
d
a�
°d
d a °
d
° a °
° a °
n ° °
JE d
d
8
°a a
d d °
4
as
/ d
� ° d
a °
d°
d
I d a
4
°d
d
d °
d
d
° 4 a
°d
d
°
°
° d °
a d
1310-RETENTION BASIN
APPROVED DATE BENCHMARK AS -BUILT APPROVALS
CITY OF ENCINITAS SURVEY CONTROL POINT IN DATE
NO.1007. "CLSB- 004 ". FD. 2.5" DISK IN NE CORNER- OF A 3'X3' DRAINAGE BOX IN THE SE QUADRANT PUBLIC WORKS
OF EL CAMINO REAL & OLIVENHAIN RD. 33 FT ENGINEER'S NAME DATE PLANNING
OFF CURB & 310 FT EAST OF INTERSECTION.
PER ROS 18416. REVIEWER
DATUM: NAVD88 FLFV 84 88' CITY ENGINEER DATE INSPECTOR
2xDecking to be
screw to 2x4 -
w/ Deck screwed or
similar (Galvanized)
Section
END MODULAR SECTIONS
2xDecking to be
screw to 2x4 -
/ w/ Deck screwed or
/ similar (Galvanized)
r�7
Approved
Pervious Areas85scIft
-- Opening.
1092 PRIMROSE LANE _Require_ ments: 13 s ft
LOT:1
-
a
°
d d °
d°
d d
I
I
II
II
° II
-- - - - - - - - - - - - - -
A
a
� � I
° a° I I I
IIIIr II
d
1088 PRIMROSE LANE_
4
LOT: 2
II
a II ,
II
d
° A III
\ Approved
d Pervious Areas: 90sgft
\
d °
° d
d
d a
d ,
°
°d I
I
a
Opening o
Requirements: 14 sgft
I
II I
I I
II
II
I
I
III
1084 PRIMROSE LANE
LOT: 3
I I
Approved
Pervious Areas: 81 sgft
Opening
Requirements: 13 sgft
1/4" Separation
between
Decking
O
N
2xDecking
Modular -
4X8 GIRDER o
1/4" Separation
be we n___
Decking
PBS44 Simpson
Strong -tie
T BRACKET
rade Line
— 18" minim. _
Section -
INTERMEDIATE MODULAR SECTIONS GIRDER TO FOOTING CONN.
SCALE NOTED
-- -
_ED Br _ ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT
PLANS PREPARED ER SUPERVISION OF
DATE:06 /05 /2018
REC MMENDE APC�E
GRADING PLAN FOR:
1073 -1093 PRIMROSE LN.
DONALDO MARTINEZ R.C.E. NO.: C64757
ENGINEER'S NAME EXP.: 06 -30 -19 - --
_ ___�
UES OWENS :5bt�.�2 �d1 M�.��
/ c 7 Zala
DATE DATE
PRIMROSE HOA
255- 222 -48 to 58
PLANNING CASE NO: N/A
d
°
a
d
a�
°d
d a °
d
° a °
° a °
n ° °
JE d
d
8
°a a
d d °
4
as
/ d
� ° d
a °
d°
d
I d a
4
°d
d
d °
d
d
° 4 a
°d
d
°
°
° d °
a d
1310-RETENTION BASIN
APPROVED DATE BENCHMARK AS -BUILT APPROVALS
CITY OF ENCINITAS SURVEY CONTROL POINT IN DATE
NO.1007. "CLSB- 004 ". FD. 2.5" DISK IN NE CORNER- OF A 3'X3' DRAINAGE BOX IN THE SE QUADRANT PUBLIC WORKS
OF EL CAMINO REAL & OLIVENHAIN RD. 33 FT ENGINEER'S NAME DATE PLANNING
OFF CURB & 310 FT EAST OF INTERSECTION.
PER ROS 18416. REVIEWER
DATUM: NAVD88 FLFV 84 88' CITY ENGINEER DATE INSPECTOR
2xDecking to be
screw to 2x4 -
w/ Deck screwed or
similar (Galvanized)
Section
END MODULAR SECTIONS
2xDecking to be
screw to 2x4 -
/ w/ Deck screwed or
/ similar (Galvanized)
r�7
Approved
Pervious Areas85scIft
-- Opening.
1092 PRIMROSE LANE _Require_ ments: 13 s ft
LOT:1
-
a
°
d d °
d°
d d
I
I
II
II
° II
-- - - - - - - - - - - - - -
A
a
� � I
° a° I I I
IIIIr II
d
1088 PRIMROSE LANE_
4
LOT: 2
II
a II ,
II
d
° A III
\ Approved
d Pervious Areas: 90sgft
\
d °
° d
d
d a
d ,
°
°d I
I
a
Opening o
Requirements: 14 sgft
I
II I
I I
II
II
I
I
III
1084 PRIMROSE LANE
LOT: 3
I I
Approved
Pervious Areas: 81 sgft
Opening
Requirements: 13 sgft
1/4" Separation
between
Decking
O
N
2xDecking
Modular -
4X8 GIRDER o
1/4" Separation
be we n___
Decking
PBS44 Simpson
Strong -tie
T BRACKET
rade Line
— 18" minim. _
Section -
INTERMEDIATE MODULAR SECTIONS GIRDER TO FOOTING CONN.
SCALE NOTED
-- -
_ED Br _ ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT
PLANS PREPARED ER SUPERVISION OF
DATE:06 /05 /2018
REC MMENDE APC�E
GRADING PLAN FOR:
1073 -1093 PRIMROSE LN.
DONALDO MARTINEZ R.C.E. NO.: C64757
ENGINEER'S NAME EXP.: 06 -30 -19 - --
_ ___�
UES OWENS :5bt�.�2 �d1 M�.��
/ c 7 Zala
DATE DATE
PRIMROSE HOA
255- 222 -48 to 58
PLANNING CASE NO: N/A
FDNO01 0
DRAWING NO.
13652 -G
SHEET 2 OF 3
R&
Semi-Annual Maintenance Schedule
1. Inspections and maintenance must be completed twice a year between
September 1 and October 1 and between January 1 and February 1.
2. Inspect the inflow and outflow points for clogging
3. Remove any sediment accumulated and grade to flow towards outflow.
4. Inspect vegetation and evaluate its health and replant as appropriate.
5. Remove any dead vegetation.
6. Remove trash and debris
7. Stabilize areas where erosion is evident.
GROWING MEDIA -FIELD VERIFY BEFORE INSTALLING DECK.
GROWING MEDIA SHALL BE COMPOSED OF SANDY LOAM
SOIL MIXED WITH NO MORE THAN 5% CLAY, 50-60% SAND,
20 -30% COMPOST, AND 20- 3076TOP SOIL.
IMPERMEABLE VISQUEEN - FIELD VERIFY ON EXPOSED AREAS
FOR MATERIAL INTEGRITY. IF NEEDED REPLACE, WITH A
MINIMUM 12" OVERLAP.
GRAVEL LAYER -FIELD VERIFY AND IF NEEDED REPLACE OR
ADD NEW RIVER BANK OR CRUSHED GRAVEL. (RECLAIMED
CONCRETE AGGREGATE IS NOT PERMITTED)
J) VEGETATED PLANT SEE PLANT LIST FOR PLANT MATERIAL
U 18" SAND /SOIL LAYER GROWING MEDIA (E *)
03 IMPERMEABLE VISQUEEN LINNG (E *)
Q 18"
3/Q' GRAVEL LAYER (E *)
4" PERFORATED PIPE CONNECTED TO BOX (E)
12" OUTFLOW PIPE (E) 18" x 18" BROOK BOX (E)
Proposed Section "N'
NOT SCALED
Plant Common Name
Plant Scientific Name
Type of Plant
Clustered Field Sedge
Carex praegacilis
Grass
Tuffed Hairgrass
Deschampsia Caespitosa
Grass
Saltgrass
Distichlis Spicata
Grass
California Festuca
Festuca Californica
Grass
Blue -Eyed Grass
Sisyrinchiun Bellum
Grass
Douglas' Sage
Artemisia Douglasiana
Groundcover
Toyon
Heteromeles Arbutifolia
Tree or Tree -Like Shrub
Scrub Oak
Quercus Dumosa
Tree or Tree -Like Shrub
Coast Live Oak
Quercus Agrifolia
Tree or Tree -Like Shrub
Lemonadeberry
Rhus Integrifolia
Tree or Tree -Like Shrub
California Lilac
Ceanothus
Broad -Leaf Shrub
Chaparral Honeysuckle
Lonicera Subspicata
Broad -Leaf Shrub
Redberry
Rhmnus Crocea
Broad -Leaf Shrub
Hollyleaf Cherry
Prunus Illicifolia
Broad -Leaf Shrub
d
2xDecking _-
pi treated
Girder PT w /PBS44
mpson Strong -tie
acket
uL11-1 _i =i
2' -0" „� _ 2' -0"
I
1 r 6n V-13n
4' -011
Simpson Strong -tie
Bracket
4L -091
2' -0"
1' -6"
.2xDecking to be
- - -- screw to r
w/ Deck screwed or
similar (Galvanized)
4xGirder PT w /PBS44
— Simpson Strong -tie
Bracket
8.,
4' -011
d
° d c
c
d c
d
ad
d
°d °d
d
° d °
❑ 4 d
d d
d
d A d ° e
n
c
°
IIII d ° n
° ° °d
d °d
ed d
ad
II
;II
II
it
II
1081 PRIMEROSE LANE
LOT:8 1077 PRIMEROSE LANE
- - --
- LOT:7
d
a
I
d
I
I
1073 PRIMEROSE LAN
LO :6
>✓
a
ad
d°
n d I
d d
c
°
e a a d I I
n d a
° c
dd
e c d
li
c ° n
d
c ° d
d
II
I li
I
I
I
II
I
I
I I '
080 PRIMEROSE LANE
AMEROSE LANE LOTH
LOT:5
-- I
'II
I
III,
I, II
I
Approved
I
Approved
I
I
Approved
G d
I I
I. I
I'II'I I
III
II I
I I
II
roved
Approved
--
Previous Areas: 1 l Osqft
Previous Areas: 105sgft
_
BE MODIFIED"
- -- - Approved
Previous Areas: 95sgft
Opening
Opening
Opening
d °
Previous Are_ as: 95sgft
°
Requirements: 17 sqft
Requirements: 16 sgft
Requirements: 11 sgft
Opening
Requirements: 16 sgft III
d e
4
°
d
d
n°
d°
e
°
d
a
I
d
I
I
1073 PRIMEROSE LAN
LO :6
>✓
a
ad
d°
n d I
d d
c
°
e a a d I I
n d a
° c
dd
e c d
li
c ° n
d
c ° d
d
II
I li
I
I
I
II
I
I
I I '
080 PRIMEROSE LANE
AMEROSE LANE LOTH
LOT:5
-- I
'II
I
III,
I, II
I
Approved
I
Approved
I
I
Approved
I i
"BASIN NOT TO
I I
I. I
I'II'I I
III
II I
I I
II
roved
Approved
--
Previous Areas: 1 l Osqft
Previous Areas: 105sgft
Previous Areas: 70sgft
BE MODIFIED"
- -- - Approved
Previous Areas: 95sgft
Opening
Opening
Opening
Previous Are_ as: 95sgft
Opening
Requirements: 17 sqft
Requirements: 16 sgft
Requirements: 11 sgft
Opening
Requirements: 16 sgft III
- 2xDecking
Pressure treated
or similar
4xGirder PT w /PBS44
Simpson Strong -tie
Bracket
2' -0" „III IIf,;ll I; ;iM 2' -0"
4' -019
4xGirder PT w /PBS44
Simpson Strong -tie
Bracket
4
Grade
Requirements: 15 sgft
J - - -- _ - - -- -- _ -_ -- -- _ - _ - __ __- _____ ___ __ ______
I
2xDecking to be
screw to 2x4 —
w/ Deck Screwed
similar (Galvanized)
Section
END MODULAR SECTIONS
2xDecking to be
screw to 2x4
/w/ Deck screwed or
similar (Galvanized)
Section
INTERMEDIATE MODULAR SECTIONS
o aT—
0 o I
0
—
ol
of
0 0
0 0
i K
I
- ULZ
II
�I
II
I�
I
�I
�I
II
II
II
II
ail
II
1/4" Separation cc
between
Decking }
2xDecking 1/4" Separation
Modular -- b w n_
Deckmg
PBS44 Simpson
Strong -tie
4X8 GIRDER s o m BRACKET
7 2
J O I
N &
V o°
18" minim.
II "'Ill "' 'i GIRDER TO FOOTING CONN.
NOTE: NO FOOTINGS r
GS TO BE PROPOSED /INSTALLED AT PLAN VIEW j SCALE NOTED FDNO07
BIO- RETENTION BASIN --
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS
APPROVALS DESIGNED BY DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
- - - - -- -
INT. DATE PLANS PREPARED U DER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: 1073 -1093 PRIMROSE LN.
_ - -- _ - -- PUBLIC WORKS �� r DATE:06 / 05 / 2018 �±
ENGINEER'S NAME DATE ____ -- -!1�.- µr PRIMROSE HOA 13652-G
PLANNING JESS OWENS EOGAIAAD. ,.ti1.K!r62
- DONALDO MARTINEZ R.C.E. NO.: C64757 2555- 222 -45 to 58
- _ - _ _ - - - -- REVIEWER
°- ENGINEER'S NAME 06-30-19 ZOI (L
- -- CITY ENGINEER DATE INSPECTOR EXP.: DATE DATE PLANNING CASE NO: N/A SHEET 3 OF 3