2010-10543 SG (Plans) RIGHT OF WAY NOTE EROSION CONTROL J�
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNERS P Y L.�.�"
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIKE ARNOLD AT (760 274 5451, 24 HOURS
A CONCRETE WASHOUT 1745 EOLUS AVE, ENCINITAS JANE PURCHALL AND MIKE ARNOLD :12 12,�
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN DAY, CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
(760)634 1802 t .<
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL
TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, i
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES PLASTER AND THE LIKE INTO THE
STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL SITE ADDRESS C
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE POST A SIGN DESIGNATING THE WASHOUT LOCATION. 1745
EOLUS AVE, ENCINITAS
DRAINAGE NOTE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID 2540900400
A' 9 P
C F'
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRU PION SITE ACCESS N
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
EGRESS AND INGRESS TO PREVENT
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
C
AN APPROVED DRAINAGE FACILITY. ENGINEERING INSPECTOR. TRACK.,NG DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR
CORRUGATED STEEL LEGAL DESCRIPTION
PANE:,.S/PLATES.
UTILI Y NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO AP#: 254-090-04
CONSTRUCTION VEHICLES
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED
FOR CONSTRUCTION VEHICLES
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PARKING, VEHICLE REFUELING,AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL
BE MADE OFF-SITE. 15T
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
GENERAL NOTES REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN EROSION CONTROL b
CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, I
FOR PUBLIC WORKS CONSTRUCTIO!,I, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
ADEQUATE GROUND COVER VEGETATION,AND BONDED FIBER MATRIX.
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
REVISIONS THEREFROM -HALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
OWNER'S CERTIFICATE VICINITY MAP
INSPECTION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL I (WE) HEREBY
CERTIFY THAT A REGISTERED SOILS ENGINEER OR NTS
2. THE SOIL LED " " PREPARED BY DATED --rN-DUPDATE PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL
DATED , PROJ CT# THI RADING PLAN. ALL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF GRADING
ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
GRADING SHALL BE D IN C D S D SPECIFICATIONS SLOPE AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY.
LARGE PROJECTS SHALL BE CONDUCTED IN THE SITE.
CONTAINED IN S PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH UNNECESSARILY; THEY HELP DECREASE EROSION.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
EASEMF"`, SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TEMPORARY VEGETATION
MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR J
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL SIGNATURE: DATE: ( � �r
r I C
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRASSES TO SHIELD AND BIND THE SOIL. NE PURCHALL
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES PLANT PERMANENT VEGETATION
AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
PROPERTIES DURING GRADING OPERATIONS, ANYTHING DAMAGED OR DESTROYED SHALL BE 1. FOR STORM V\/ATE' POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. \
REPLACED OR REPAIRED TO CONDITION SURFACES INCLUDI!: ; ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS �p
G l v�
EXISTING PRIOR TO GRADING. COLLECTION V Arc c
PRIOR TO AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM ON-SITE CONSTRUCTION MATERIAL STORAGE �--
DATE:
DRAIN SYSTEM. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL MIKE ARNOLD
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN.
CONTRACTOR SHALL PROVIDE SECONDARY
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
ENGINEER OR A LICENSED LAND NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT
CONCRETE, AGGREGATE BASE, ETC.
SURVEYOR. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
iHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. AND/OR THE TURF/LANDSCAPED AREAS. TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
AREA WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. AVAILABLE
TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
WASTE MANAGEMENT
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS IT TO AN ADEQUATE IMP/BMP. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION MEETING SHALL BE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE
WATER CAN CARRY THEM INTO THE STATEMENT OF ENGINEER OF WORK
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 6. ALL STORMWATE;�. IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
WITHOUT A PERMIT FROM THE CITY. THE UNDERSIGNED ENGINEEi AGREES TH.af THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
WITH
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE THE GENERALLY ACCEPTED STANDARDS AND PRACTICES
OF THE EN':iiNEER'S TRADE OR PROFESSION. THE
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED H REIN SHALL BE IN
ACCORDANCE WITH THE
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO
THE EXTENT THAT THE ENGINEER
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID
RAIN CONTACT WITH ANY TRASH MATERIAL. CONTROLS SUCH PERFORMANCE. THE ENGINEER AG.'EES THAT ANY PLANCHECK OR REVIFiAl PERFORMED B`"
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM THE CITY OF ENCINITAS IN ITS CAPACITY
AS A PUBLIC 'c`+-ITY FOR THE: PLANS PREPARED BY THE ENGINEER ,S
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL WATER BEST MANAGEMENT PRACTICE REQUIREMENTS, THE TRASH ENCLOSURES SHALL HAVE AN
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND NOT A DETERMINATION BY THE CITY" OF ENCINITAS OF i AE TECHNICAL SUFFICIENCY
OR ADEQUACY OF ",-HE
GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER
THE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER
OF RESPONSIBILITY FOR THE FLANS
BE PROVIDED STATING: "THE GRADING UNDER PERMIT ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM APPROPRIATE LANDFILL OR
DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
NO. 10543-SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE
FROM THE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND
EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE ORDER
DUMPSTERS CALL EDCO AT(760)436-4151. INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR ON ISSIONS OF THE ENGINEER AND HIS/HER
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AI>D EMPLOYMENT AND
OPERATION. AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE
TRASH CANS AND RECYCLING RECEPTACLES AROUND THE ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A SITE. yy
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS CITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
Ll 2J C
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY
BE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUFN"fLY FOR LEAKS. CONTRACTOR SHALL SIGNATURE: DATE:
AND BACKFILLS Arau COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED REQUIRED FOR THIS STRUCTURE. PROVIDE SECONDARY CONTAINMENT AND LOCATE
PORTABLE TOILETS AWAY FF oM STORMDRAIN INLETS ON PERVIOUS MIKE ARNOLD
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING SURFACES.
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SAN DIEGUITO WATER DISTRICT NOTES: 1745 EOLUS
AVE, ENCINITAS
°UPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
AND STORMDRAIN. CONTRACTOR MUST (760)274 5451
FOR THEIR INTENDED USE. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
11 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE ENGINEERING
DEPARTMENT, CITY OF ENCINITAS AT (760)633-2770.
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT NOTIFICATIONS EARTHWORK DATA
DRANr AGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. NON-EXISTf:NCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS STLEPE
ST EXISTING NATURAL SLOPE ON-SITE = 3 H : 1 V
PROJECT, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE MAXIMUM VERTICAL
DEPTH OF CUT = 0'
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UTILITIES MAXIMUM VERTICAL DEPTH OF FILL = 0'
ACCORDANCE V4'iTH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE
CROSSING, LINE EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE R A WHICH THE FILL IS PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING
OR MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S CUT=0 C.Y. FILL = 0 C.Y.
MA E PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL M REMOVED TO SUITABLE FIRM NATURAL PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN
ON RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN IMPORT = 0 C.Y.
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. FOR VERIFICATION
AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: REMEDIAL = 0 C.Y. ( 0' REMOVAL AND RECOMPACTION UNDER AND 0' OU SiGt OF BUILDING AREAS)
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO A. SEWERS - LEUCADIA WASTE WATER DISTRICT- (760)-753-0155
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. B. GAS & ELECTRIC- SDGE- (760)438-620-
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY C. WATER- SAN DIEGUITO WATER DISTRIC "-1-800-227-2600
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.)
WHICH IS D. TELEPI'DNE- SBC BELL- (760)-489-3411
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR FINIS EXCAVATION AND EMBANKMENTS SHALL AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WATER E. CABLE TV- COX COMMUNICATIONS-(760)-806-9809 X-2233
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AGENCIES' S 'ANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS,
BMP PROJECT STATUS
THEN THEY 9,-TALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 2, CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING
ANY WORK ON THIS PROJECT.
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE PHONE: (760)-633-2770.
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 5. UTILITIES T MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
STANDARD
ACCORDANCE WITH THE GRADING ORDINANCE. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633-2770.
ALL WORK
6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION
AND REMOVAL.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED DIEGO GAS AND ELECTRIC VAULTS.
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT IMPERVIOUS AREA
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SOFT
Q Q
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY WAYS. IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SOFT
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. WATER METER.? MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. INCREASE IN IMPERVIOUS AREA. 0 SOFT
8. CALIFORNIA >TATE LAW ASSEMBLY BILL AB-1953 IS REQUIRI, '; THAT NO-LEAD BRASS BE USED IN IMPERVIOUS AREA REPLACED: 0 SQFT
W
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN THE CONSTRUE TION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010.
IN i
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIAL`.? TO BE N4'- ` FAD
BRASS
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PARTS. PLANNING AND BUILDING
ENCINITAS FIRE DEPARTMENT
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE 9. ALL COPPER ' UBING USED FOR AIR REL!_ASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF WITH CATHODIC ''ROTECTION IN ACCORDANCE WITH WC-17 OR WC-18.
THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED 10 BE ` y
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT �/_ID V 11�j9Ji�
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE Gfl(
TREE REMOVAL. SIG SIGN DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL oesl(MAED BY: DRAMA BY: MA CHECKED BY: ENGINEERING DEPARTMENT
APPROVE ,LS CITY OF �_-NCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
V •� 13 PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR:
DESCRIPTION: PAINT 1005 RECOMMEND R AP VED: 1745 EOLUS AV,.-, ENCINITAS
LOCATION: LAT 33deg4'29"N LNG 117degl'33"W HORIZONTAL: 1" DAT_. 11/1912010
tzv � JANE PURCHALLA,ID MIKE ARNOLD 10543-SG
RECORD FROM: CCS 83, 1991.35 EPOCH ??��®'-
;` MASIH MAHER, C42519 PETER COTA-ROBLES, C52176 254-� JC7-04
ELEVATION: 174.391' VERTICAL: 1" = 16' u V
DATUM: NAVD88 MIKE ARNOLD 014 [Cl I ZO 1 O SHEET 1 OF 2
DATE DATE PLANNING CASE NO: N/A TPM/TM/CDP/DR/MUP/MIN/EIA, etc.
j
J I DESCRIPTION OF RESTORATION WORK
IT
AREA A: AREA CURRENTLY CLEARED OF ICE-PLANT (LIGHT GREY HADED AREA)
THIS IS THE AREA WHERE EROSION WAS SEVERE AND WHERE THE ICE-PANT HAS BEEN REMOVED. RESTORATION
AREA IS -2800SQFT. PROPOSED RESTORATION WORK IS:
i' \ N A) GRADING IS LIMITED TO SMOOTHING WITH HAND TOOLS
i k A B AREA WILL BE COVERED WITH JUTE MESH FOR EROSION CONTROL EXCEPT ON THAT PART WHICH
IS LEVEL.
BARE AREAS BETWEEN PLANTINGS WILL BE MULCHED.
C) STRAW WATTLES WILL BE PLACED AT -6' INTERVALS ALONG THE (,CONTOUR
D PLANT SPACING OF -2' USING NATIVES OR SIMILAR REFER TO PLANT LIST
t r t E) IRRIGATION USING SURFACE-MOUNTED DRIP-LINE. DRIP LINE TO IBE REMOVED AFTER PLANTS ARE
ESTABLISHED.
� F) DECORATIVE DRY ROCK WALLS C AND D TO BE REMOVED
��'� �' I +� /� i AREA B: AREA CURRENTLY COVERED WITH ICE-PLANT DARK GREY SHADED AREA
� , I � / , . � � , � �� � '
Property Boundary Line ` �; '; � ,, (DARK )
- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -�'- l Jil I ' lj l r � - OF
- - - - _ _ _ � ) _/- -,- - _ _ LI L �_ _I �_ _ _ _ _, _ _ _ _ THIS
IS THE AREA WHERE EROSION HAS BEEN MINIMAL BUT WHERE 'ICE PLANT IS GROWING TO THE EXCLUSION
N89de 59'45" T ',� �; �`. ANY OTHER PLANT SPECIES. RESTORATION AREA IS -1200SQFT. PROPOSED RESTORATION
WORK IS TO REMOVE
g % ' r r' ! (' i � � � � �( � � � � i � ! ' f � � l � � �' � ICE-PLANT and REPLANT WITH
NATIVES OR SIMILAR:
' i' � ` ' ' / ��� "� ' ` ' I'� � ' ' � I I � � ' 1 � � �� V ` � � � A) INCREMENTAL
AND GRADUAL REMOVAL OF A FEW SMALL PATCHES; OF ICE-PLANT AND IMMEDIATE PLANTING OF
t ;i NATIVES OR SIMILAR REFER TO PLANT LIST)
I ST
��,� �,I✓> " t, 8�, 1 B) NO GRADING ( )
' L .d I i
? rl 'f C EROSION CONTROL LIMITED TO MULCHING AND THE REMOVAL OF ''ONLY A FEW SMALL PATCHES OF ICE-PLANT
i )
' , `� AT A TIME '
J I,.Ir + V ', 4 �-, li �` D) REPEAT ONCE NATIVES HAVE BECOME ESTABLISHED UNTIL ALL ICL-PLANT HAS
BEEN REMOVED
e
House/ a „ii � e � ?� ''�� `il i �� PLANT LIST
A �
1
c SALVIA APIANA
CISTUS SALVIIFOLIUS
� R III L SALVIA LAVANDULIFOLIA
�. � ` ` � SALVIA ELEGANS
�' 1 t I � I ' , , `� �\ `a \, ', ��`, `t `� �. �`. 1\ ; � 1 ', `I � �` � ` , �' `� ? �'`V 1, l ' 1 _-�
� � If�I LIPPIA GRAVEOLENS
�J SALVIA GREGGI 'IOWRYS PEACH'
� � � � i � � � I � i, ,, � � � ,s� ,,,, A x `...� '•., �� B 4 1 A � � 1 I � , �.. I , 1�
A . ,\ A
T� J ORIGANUM KALITERI
76.' 921
LAVANDULA ANGUSTIFLOLIA
# �` � .., � ';� `� � �;: `: AA, A� t ,, , I I , � � � � 1 �� � � ; CAPPARIS SPINOSA
INERMIS
w � '� ' , � •, � �.�� �;/�=i'"1' \ 1 , � � t , � 1 i' 1� j� f� r� � ALOE ARBORESCENS
? \ �i .A� r ,Z _� W, jl t , 1 l `r A ,� 1 { ,� �1 :i. I , J r A
3 l l
BRACHYCHITON POPULNEUS
� st �,� � � `,, , �� 1 � �� � '� � <� 3 i l �I � i � , �` � ii ( i / �
CEANTHOS SPP
1y
A CERATONIA SILIQUA
CALLIANDRA CALIFORNICA
,
DUDLEYA PULVERULENTA
�., , , `i \. \ �, �, ` i I % / - �: COMAROSTAPHYLIS DIVERSIFLOLIA
� EDGE OF BLUFF �` \ �, I �� I A( \ A } 'i i ` �i,
1 � � 1 ESCHSCHOLZIA CALIFORNICA
- - - - - - - - - - - - - -
- - - - - - - - - - - - - - - ���� �, ���`� + si . I GREVILLEA SPP
❑ -', �� % -V�` 1�` �t�i�1 ', �\ ',! � -��� -`�� -� - r' r' - t - - - `� �� ROSA CALIFORNICA
�� VERBENA LILACINA
ZAUSCHNERIA CALIFORNICA
APN 254-090-40 v y `,� ` �l A � i I �
` I 1 t ` r \ \ II
`,`� 1 i I AP 2'54 0�4 ! {
}} 1 VAA
0 If
If
A
If
GARDEN BED 37 13
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
140 - -
AREA A AREA B
� .
- - - - WATTLES
- EDGE OF BLUFF (TYPICAL)
House- - - - --
WALL D ; AREA A
-
WALL-G-FJ -- — o ( AI A B
see note F) �1
LU
- - 70,
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- BOUNDARY
- c
EDGE- '��_
- - - OF
B
i, LUFF a
EROSION CONTROL PLAN
70R AREA A SEE NOTES B) AND C)
FOR APBA B SEE NOTE C)
NOTE: IF PROPOSED METHOD OF EROSION CONTROL' IS INEFFECTIVE THEN
BONDED FIBER MATRIX SHALL BE PROVIDED
CHANGE NO. DESCRIPTION APPROVE DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY:MA MA MA ENGINEERING
DEPARTMENT Q t PRCVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
1.1 PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR:
DESCRIPTION: POINT 1005 RECOMMENDED APP ED� 1745 EOLUS AVE, ENCINITAS
LOCATION: LAT 33deg4'29"N LNG 117deg17'33"W HORIZONTAL: V = 16' DATE: 11/19/2010 {��
RECORD FROM: CCS 83, 1991.35 EPOCH 4 // �� LZZ' JANE PURCHALL AND MIKE ARNOLD 10543-SG
ELEVATION: 174.391 VERTICAL: 1" = 16' V\ MASH MAHER, C42519 PETER COTA-ROBLES, C52176 �
I 1;L1440—
254-090-� 4
DATUM: NAVD88 MIKE ARNOLD -�I � t Z� ` � ��
DATE DATE PLANNING CASE NO: N/A TPM/TM/CDP/DR/MUP/MIN/EIA, etc. SHEET 2 OF 2