2011-11048 G (Plans) COSTA
RIGHT OF WAY NOTE GENERAL NOTES (CONTINUED): STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPAMP NOTES WASTE MANAGMENT (CONTINUED)
OWNER: �P
(CONTINUED) POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS BARBARA LYNCH
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL AND
RECYCLING RECEPTACLES AROUND THE SITE. 1500 NEPTUNE AVE., ENCINITAS, CA 92024
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 7. THE INSTALLATION
OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON
OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A THIS PLAN MAY
REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED (760) 942-3656
NOTICE AND DOUBLE PERMIT ' FEES. IT IS THE RESPONSIBILITY OF THE NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL ENGINEERING
PERMIT BE OBTAINED. FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY W S
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER CONTAINMENT AND
LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS LEGAL DESCRIPTION / APN: �V�E
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO
ON PERVIOUS SURFACES. PARCEL 2, PARCEL MAP 13956
DRAINAGE NOTE COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. APN: 254-040-35-00 pNOC�°
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT 17, THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE TRASH ENCLOSURES
SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN ROOF THAT WILL
NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE AND STORMDRAIN: CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP OWNER:
MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ENCLOSURE SHALL BE
LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. THOMAS FRICK AND MARIAN KENNEY FRICK q t
y NTS
DRAINAGE FACILITY. ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE SHALL BE INSTALLED AT ALL OPENINGS TO HOLD
IN ANY LIQUIDS THAT 1520 NEPTUNE AVE., ENCINITAS, CA 92024
DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO ESCAPE FROM THE DUMPSTER AND TO . PREVENT ANY FLOW OF STORM WATER
SAN DIEGUITO WATER DISTRICT NOTES: 726-8200
UTILITY NOTE GRADING, EXCAVATION. OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL
THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED o
WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE 1 . REVIEW OF THIS PLAN- BY SAN DIEGUITO WATER
DISTRICT DOES NOT PROJECT
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK ENCLOSURE SHALL
BE SELF-CONTAINED OR MAY HAVE A DRAIN THAT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF LEGAL DESCRIPTION /APN:
OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON DISCHARGES THROUGH AN ADEQUATELY SIZED OIL GREASE SEPARATOR AND
OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE PARCEL 1, LOCATION
THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT �j OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
PARCEL MAP 13956 st
GENERAL NOTES MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN DI THEN FILTERED THROUGH A CITY-APPROVED HYDROCARBON NOT
FILTER AND APN: 254-040-34-00
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS
CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY
BE 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE y
1 . ALL WORK SHALL BE DONE U ACCORDANCE WITH THESE PLANS, THE IS REVISED TO ADDRESS THE TREE REMOVAL. CROSSINGS, LINE PARALLELING
OR PROPOSED CONNECTION SHALL BE FIELD OWNERS' CERTIFICATE so S21
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN REQUIRED FOR THIS STRUCTURE. WE HEREBY CERTIFY THAT
A REGISTERED SOILS
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS
WITHIN 10 FEET
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION OF
PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ENGINEER OR GEOLOGIST HAS BEEN OR WILL
AREA REGIONAL S
THEREFROM SHALL TA APPROVED BY THE CITY ENGINEER PRIOR TO ANY ACTIVITIES: ELECTRICAL AND SEWER TO CROSS UNDER WATER
MAINS UNLESS WRITTEN BE RETAINED TO SUPERVISE OVER ALL GRADING
REQUEST FOR INSPECTION. 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND PERMISSION IS GIVEN BY SAN DIEGUITO
WATER DISTRICT. ACTIVITY AND ADVISE ON THE COMPACTION AND
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF CONCRETE WASHOUT STABILITY OF THE SITE.
VINCINIITY MAP
2. THE SOILS REPORT TITLED "GEOTECHNICAL BASIS OF DESIGN, 1500 - AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO CONTRACTOR SHALL
ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 3. CONSTRCTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL
TO ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, NO SCALE
1520 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA,- DATED NOVEMBER 14, 2005, CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO WASH CONCRETE, SLURRY,
MORTAR, STUCCO, PLASTER AND THE LIKE INTO VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PRODUCT. ALL /
AND "ADDENDUM GEOTECHNICAL REPORT, COASTAL BLUFF STABILIZATION, 1500 PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK THE STORMWATER
CONVEYANCE SYSTEM OR ANY RECEIVING WATER. AFFECTED WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER SIGNATURE: ap.�(!/4(i .;,, ,^
DATE: L{ c
& 1520 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA, DATED APRIL 8, 2011 , SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING CONTRACTOR SHALL
POST A SIGN DESIGNATING THE WASHOUT LOCATION. DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEY SHALL BARBARA -� `
BOTH PREPARED BY TERRACOSTA CONSULTING GROUP, INC., PROJECT N0. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION. FOR BE
UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
2164, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CONSTRUCTION
SITE ACCESS C
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND COMMENCEMENT OF WORK: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED
FOR VEHICLES 4. UTILITIES TO MAINTAIN MINIMUM '5-FEET SEPARATION WHEN PARALLELING SIGNATURE: DATE: L6 !L
SPECIFICATIONS CONTAINED IN SAID REPORTS. EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL WATER SERVICES,
TH I S <
OR CORRUGATED STEEL
AS GRAVEL AND
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN A. SEWERS - LCWD - (760) 753-0155 INCLUDE USING MATERIAL SUCH /
PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL RE REQUIRED IN CONJUNCTION B. GAS & ELECTRIC - SDG&E - (760) 438-6200 PANELS/PLATES. 5. MINIMUM
HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE
WITH IMPROVEMENT PLANS. C. WATER - SAN DIEGUITO WATER DISTRICT-1 -800-227-2600 HYDRANTS AND SIGNATURE: DATE:
C
D. TELEPHONE - SBC BELL - (760) 489-3411 CONSTRUCTION VEHICLES SAN DIEGUITO GAS AND ELECTRIC VAULTS. ARI
/ EY FRICK
A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. E. CABLE TV -COX COMMUNICATIONS - (760) 806-9809 x2233 DESIGNATED FOR CONSTRUCTION
VEHICLES PARKING, VEHICLE REFUELING, AND 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL
ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OTHER TRAVELED SOILS ENGINEER CERTIFICATE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR OFF-SITE. WAYS.
WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. I WALTER F. CRAMPTON, A REGISTERED CIVIL ENGINEER IN HE STATE OF
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633-2770. CALIFO
RNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EROSION CONTROL EARTHWORK DATA
EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE
SURFACES. SLOPED - MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED WITHOUT SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
STEEPEST EXISTING NATURAL SLOPE ON-SITE: 1 H _ 1__ V CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME R UNDER MY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EROSION RESISTANT SURFACES
SUCH AS EROSION CONTROL MATS, ADEQUATE DIRECTION ON 11 -14-2005 AND FOR AN UPDATE ON 04-08-2011. ONE
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. MAXIMUM VERTICAL DEPTH
OF CUT = 5 FEET COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND EROSION CONTROL -------' MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY SURVEYOR. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. MAXIIMUM
VERTICAL DEPTH OF FILL _ 9 FEET ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOIL REPORT FOR
------
1 IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PAUL MCKEE (OF JC DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY BALDWIN CONSTRUCTION CO.) AT (760) 809-0679. CONSTRUCTION SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST CUT = 100 ___ CY. FILL= ___520_A C.Y. SPECIFICATIONS.
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. -
--_- SIGNATURE: DATE:
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE IMPORT
- -420
AND REGULATIONS, C•Y• 7 _
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL REMOVE EXISTING VEGETATION ONLY WHEN . ABSOLUTELY NECESSARY. LARGE
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON PROJECTS SHALL
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMEDIAL = C.Y WALTER F. CRAMPTON
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. ( SL' REMOVAL AND
RECOMPACTION UNDER AND _0_' OUTSIDE OF BUILDING AREAS) RCE NO. 23792 EXP. DATE: 12-31 -13 JOB NO. 2164
THE HOURS OF 5:35 P.M. AND 7:20 AM. NOR ON SATURDAYS, SUNDAYS AND OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
CITY RECOGNIZED HOLIDAYS. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES
OR WHERE TERRACOSTA CONSULTING GROUP, INC.
THE APPROVAL OF THE ENGINEERING INSPECTOR. CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PREVENTION OF SHOTCRETE
ON BEACH DURING CONSTRUCTION 3890 MURPHY CANYON ROAD, SUITE 200, SAN DIEGO, CA 9212
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION PURPOSES, EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING (85
8) 573-6900
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO ANNUAL AND PERENNIAL
GRASSES TO SHIELD AND BIND THE SOIL. PER ENCINITAS PLANNING COMMISSION RESOLUTION NO. PC 2009-02,
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH PREVENTATIVE
MEASURES SHALL BE IMPLEMENTED TO PREVENT REMNANTS OF
AND PERMITEE. THE PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED WITH RUN-OFF PRODUCING RAINFALL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE,
ONCE EXCAVATION THE SHOTCRETE ON THE SEAWALL FROM DEPOSITING ONTO THE BEACH STATEMENT OF ENGINEER OF WORK
THE CITY AT LEANT 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. AND GRADING ACTIVITIES ARE COMPLETE. DURING CONSTRUCTION.
PROPOSED MEASURES SHALL BE REVIEWED AND
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES DEEMED ACCEPTABLE BY THE PLANNING AND ENGINEERING DEPARTMENT
PRIOR THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE TO
INITIATING THE AESTHETIC MEASURES. PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. HE ENGINEER
GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. FURTHER AGREES THAT THE WORK PERFORMED
HEREIN
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ON-SITE CONSTRUCTION MATERIAL STORAGE HALL
BE IN DEBRIS REMOVAL
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
- ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED B THE CITY OF
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH
HAULING OPERATION. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE WHERE THEY WILL STAY DRY OUT OF THE RAIN.
CONTRACTOR SHALL ALL EXISTING DEBRIS MATERIALS ON THE FACE OF THE BLUFF AND ON THE PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHE K OR REVIEW
OR ARE POTENTIALLY UNSAFE. PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. BEACH MUST BE REMOVED PERMANENTLY PRIOR
TO PLANNING DEPARTMENT PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, 7• ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING ELIMINATE OR REDUCE
POLLUTION OF STORMWATER FROM STOCKPILES KEPT FINAL INSPECTION. FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DET RMINATION BY
THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF
BUT PRIOR TO FINAL GRADING APPROVAL AND FINAL RELEASE OF PLAN SHALL BE INCORPORATED HEREON. ON-SITE. STOCKPILES MAY INCLUDE SOIL,
PARING MATERIALS, ASPHALT
SECURITY, AN AS GRADED CERTIFICATION" SHALL BE S PROVIDED STATING: "THE THE PLANS OR DESIGN AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER
GRADING UNDER PERMIT NO. 11048-G HAS BEEN PERFORMED IN CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED
AWAY OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS.
THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD ARMLESS THE
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKDAY. STOCKPILES SHALL BE COVERED
OR PROTECTED WITH SOIL STABILIZATION SHEET INDEX CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EM LOYEES FROM
SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND SHT
NO. SHEET TITLE PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM HE NEGLIGENT
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE THE PERIMETER
AT ALL TIMES.
CERTIFIES SUCH GRADING OPERATION. ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR
END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY 1 GRADING NOTES EMPLOYEES ACTING WITHIN
THE COURSE AND SCOPE OF SUCH AGENCY AND
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS SHALL FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS L TRAINING
2 PROPOSED REPAIR SITE PLAN EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE BE REMOVED AFTER EACH RAINFALL. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION
IN THE CITY OF 3 PROPOSED WALL PROFILE & DETAILS
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS, AND STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP IMP NOTES STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL 4 CROSS SECTIONS & GEOGRID DETAILS SIGNATUR DATE:
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED / BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S)
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON 5 STRUCTURAL DETAILS ALTS F. CRAMPTON
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM AND THE PRIME
CONTRACTOR MUST INFORM SUBCONTRACTORS ABO 6 EROSION CONTROL
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES. RCE N0. 2379 EXP. DATE: 12-31 -13
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO 7 IRRIGATION
PLAN
WASTE MANAGEMENT TERRACOSTA CONSULTING GROUP, INC.
THEIR INTENDED USE. THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF
ALL 8 IRRIGATION SPECIFICATIONS 3890 MURPHY CANYON ROAD, SUITE 200, SAN DIEGO, CA 9212
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION WASTE AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR 9 PLANTING PLAN 858 WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO 10 PLANTING SPECIFICATIONS
( ) 573-6900
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. THE CONVEYANCE SYSTEM
IS STRICTLY PROHIBITED.
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED NO SEEPAGE
FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. 1 IMPERVIOUS AREA Q(LO ES$1�N9
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH BERMS/DIKES
SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE FREQUIRED INSPECTION LIST IMPERVIOUS AREA PRIOR Q�CO � . CR9�l
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL NATURAL STORM
RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR TO CONSTRUCTION: 5,330 SQ•FT•
INSTALLED. IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS