2011-10828 SG (Plans) A
a
GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: LEGEND:
DWG. N o. SYMBOL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND
UTILITY PIPES AND PROPERTY LINE
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO BRIAN BERSON AT 858 794-8440 (PHONE) STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF -
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING
CONTOUR
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE EXISTING UTILITIES EXCEPT
AS SHOWN ON THIS PLAN, HOWEVER:
REQUEST FOR INSPECTION. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO
2. THE SOILS REPORT TITLED AS-GRADED COMPACTION REPORT AND 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON PROTECT ANY EXISTING UTILITIES
OR STRUCTURES LOCATED AT THE WORK EXISTING ELEVATION a
FOUNDATION RECOMMENDATIONS FOR PROPOSED 5-LOT SUBDIVISION OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE FOLLOWING CUT SLOPE (2:1 SLOPE) - III N
LOTS #4 THROUGHH #8 CITY OF ENCINITAS DWG# 1412-G TRACT #00-186 OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR
TO ANY EXCAVATION, -TOE
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF ro
PREPARED BY VINJE & MIDDLETON ENGINEERING, INC. JOB N0. #04-502-F 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT COMMENCEMENT
OF WORK: - 204 rn
DATED JULY 25, 2006 THE APPROVAL OF THE ENGINEERING INSPECTOR. FINISH CONTOUR 3
UPDATE OF COMPACTION REPORT, 3168 WILDFLOWER SUMMIT DRIVE (LOT #6 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO FOR ANY QUESTIONS REGARDING
THE MARK UNDERGROUND -
UTTI LITIES, THE CONTRACTOR SHOULD CONTACT THE E OUT RESPEPE UNDERGROUND
UTILITY GRAVEL BAGS (TWO HIGH)
WILDFLOWER ESTATE) CITY OF ENCINITAS. TRACT #00-186 WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH COMPANY.
PREPARED BY VINJE & MIDDLETON ENGINEERING, INC. JOB N0. #11-145-F RUN OFF PRODUCING RAINFALL. SEWER - CARDIFF SANITATION (760) 633-2770
8" SCHEDULE 40 PVC STORM DRAIN PIPE - D
DATED MARCH 17, 2011 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC (760) 438-6200
(PRIVATE) 01% SLOPE EXCEPT OTHERWISE oo O
CLARIFICATION TO THE RECOMMENDED REMEDIAL GRADING WORKS, UPDATE OF MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN WATER - OLNENHAIN MUNICIPAL
WATER DISTRICT (760) 753-6466 NOTED. (OR EQUIVALENT FOR STORM DRAIN) !
COMPACTION REPORT DATED MARCH 17, 2011 31668 WILDFLOWER SUMMIT DR INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH TELEPHONE - SBC BELL (760)
489-3411 6" STORM DRAIN INLET (PVT) BROOKS OR EQUAL O m
PREPARED BY VINJE & MIDDLETON ENGINEERING, INC. JOB NO. #11-145-P MAY ARISE.
APRIL 27, 2011 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY CABLE TELEVISION - COX COMMUNICATIONS (760) 848
HOURS X 2233 11
DATED CONC. BROW DITCH SDRSD D-75 � (�
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 3. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS O
o\\
SHALL BE CONSIDERED AS PART OF THE GRADING PLAN. ALL GRADING PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)
DAYLIGHT LINE ( LIMITS OF GRADING)
WATERS CREATE A HAZARDOUS CONDITION. - �� it \
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 633-2770. II
SPECIFICATIONS CONTAINED IN SAID REPORT AND ADDENDUM. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED 4. THE CONTRACTOR SHALL GIVE 24 HOURS
NOTICE ON CALLS FOR
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, GRADING PLAN SHALL BE INCORPORATED HEREON. INSPECTION. PHONE: (760) 633-2770.
ALL WORK PERFORMED WITHOUT PROP. BUILDING (PER SEPARATE PERMIT) (BY OTHERS) 3�
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
WITHIN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
~
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. SOILS ENGINEERS STATEMENT: PROP. CONCRETE PAVEMENT PER SOILS
REPORT �'
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT I MEHDI S SHARIAT
A REGISTERED ii
GRADING. THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN - 3
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS PERMEABLE COBBLESTONE -
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE SITE WAS MADE BY ME
OR UNDER MY DIRECTION BETWEEN THE DATES OF
EXISTING PRIOR TO GRADING. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO AND ONE COMPLETE COPY LANDSCAPE AREA
FOR DOWN SPOUT DISCHARGE -
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW OF GEOTECHNICAL
REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, 3
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND HAS BEEN SUBMITTED
TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, POST BMP VEGETATED SWALE CASQA TC-30
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT I HAVE REVIEWED THESE
GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS - " NOT TO BE ALTERED WITH OUT A CITY PERMIT"
SURVEYOR. OF CONSERVATION. INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL IN THE G NG PECIFI TIONS.� RETAINING WALL (SEE NOTE
ON SHEET 2) SDRSD C-2 TYPE 2
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR HYDROSEED IN _ /z7_/ „ G
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH 1. COASTAL RIPARIAN HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES SIGNE . DATE:
CONDITIONS SCA 5 & SCA 6
STANDARDS, LAWS AND REGULATIONS. THAT ARE GRADED 6:1 HORIZONTAL TO VERTICAL) OR STEEPER WHEN G.E. NO.: 885 MEHDI S SHARIAT EXPIRATION
DATE: 12/31/2012
THEY ARE: ( SCA 5. NO ANIMAL GAZING OR IMPROVEMENTS (INCLUDING LANDSCAPE IMPROVEMENTS), EXCEPT THOSE SHOWN
ON THE APPROVED PLANS DATED
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF SIGNED: DATE: (i/22/26// RECEIVED BY THE CITY ON
NOVEMBER 3, 2009 AND NECESSARY FOR "FUEL MODIFICATION BUFFER" REQUIREMENTS ENFORCED BY THE ENCINITAS
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN A. THREE FEET OR MORE IN HEIGHT U FILL AREAS. - FIRE DEPARTMENT,
SHALL BE ALLOWED WITHIN THE 50-FOOT RIPARIAN HABITAT BUFFER OR IN THE EXISTING RIPARIAN/FLOOD PLAIN EASEMENT
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS B. 5 FEET BJ MORE E HEIGHT U CUT AREAS, UNLESS SLOPE IS C.E.G. NO.: 2362 STEVE
J MELZ EXPIRATION DATE: 5/31/2013 ,: (COUNTY RECORDED EASEMENT NO. 1991-0238890). ANY FUTURE IMPROVEMENTS NECESSARY IN THIS AREAS SHALL BE REVIEWED AND APPROVED
NOT SUBJECT T EROSION DUE TO THE EROSION RESISTANT BY THE CITY OF ENCINITAS AND THE CALIFORNIA DEPARTMENT OF FISH
AND GAME.
AND CITY RECOGNIZED HOLIDAYS. CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING ENGINEER. SCA 6. THE KEEPING OF ANIMALS ON THE SUBJECT
PROPERTY SHALL BE IN CONFORMANCE WITH CHAPTER 30.55 (ANIMAL REGULATIONS) OF THE
aworim
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT VINJE & MIDDLETON
ENGINEERING, INC. ENCINITAS MUNICIPAL CODE.
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. VMEI JOB NO. 11-145-F EAR
THWORK QUANTITIES: REFERENCE DRAWINGS:
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED 3. COASTAL RIPARIAN HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: 2450 VINEYARD
AVENUE
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 1. LBS. / ACRE BOTANICAL NAME COMMON NAME ESCONDIDO, CA 92029 CUT;
236 CUBIC YARDS
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 3 ENCEUA CALIFORNICA CALIFORNIA SUNFLOWER (760) 743-1214 CITY
OF ENCINITAS IMPROVEMENT PLAN
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER 3 1 ERIOPHYLLUM CONFERTIFOLIUM GOLDEN YARROW STORMWATER POLLUTION CONTROL
BMP NOTES FILL: 0 CUBIC YARDS NO.
POPPY
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR 4 ESCHOLZIA CALIFORNICA CALIFORNIA PER V&M SOILS LETTER DATED:
APRIL 27, 2011
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL 2 ISOMERIS ARBOREA BLADDERPOD RELATIVE TO CONSTRUCTION ACTIVITIES REMEDIAL
GRADING (RECOMPACT): 744 CUBIC YARDS
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH 4 LOTUS SCOPARIUS RED MON
4 SALVIA MIMULUS PUNICEUS RED MOND SAG WER CONCRETE WASHOUT NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
REGARDS TO THE HAULING OPERATION. 3 SALVIA CLEVELANDII CLEVELAND SAGE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2 ROSA CALIFORNICA CALIFORNIA WILD ROSE • CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY
SIZED CONCRETE WASHOUT AREA TO CONTAIN ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF 25 WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER
AND THE LIKE QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
SECURITY, AN AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE OMMITED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED INTO THE STORMWATER CONVEYANCE
SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN NOTE: SEE SOILS REPORT FOR ADDITIONAL EARTHWORK RECCOMENDA11ONS
GRADING UNDER PERMIT NO. 10828-SG HAS BEEN PERFORMED IN SUBSTANTIAL IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR DESIGNATING THE WASHOUT LOCATION.
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE RESIDENTIAL STRUCTURES. CONSTRUCTION SITE ACCESS BUILDING
HEIGHT NOTE
ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A i A STABILIZED CONSTRUCTION
SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH A NITROGEN FIXING BACTERIA AND APPLY DRY EITHER BY PREVENT TRACKING DIRT OFF SITE. THIS SHALL
INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED "HEIGHT OF ALL RESIDENTIAL BUILDINGS SHALL BE MEASURED IN ACCORDANCE WITH SECTION 30.16.01OB6
GRADING OPERATIONS. DRILLING OR BROADCASTING BEFORE HYDROSEEDING. STEEL PLANES LATES. OF THE MUNICIPAL CODE FROM THE
PAD ELEVATION OF 190.0 FEET ABOVE SEA LEVEL APPROVED ON THE
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS 1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE TENTATIVE
MAP. THE MAXIMUM BUILDING HEIGHT SHALL NOT EXCEED 30 FEET FROM THE APPROVED TENTATIVE
IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT CONSTRUCTION VEHICLES MAP PAD ELEVATION."
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, • A SPECIFIC AREA AWAY FROM GUTTERS
AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES (NOTE: THE 190.0 FEET ELEVATION ON THE TENTATIVE MAP IS EQUAL TO 192.25 FEET ELEVATION ON THESE
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND OR PRINTED ON SAID CONTAINERS. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE.
ALL MAJOR REPAIRS SHALL BE MADE PLANS DUE TO THE CHANGE FROM DATUM USC&GS TO NAVD 88).
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE OFF-SITE.
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. EROSION CONTROL STATEMENT
OF ENGINEER OF WORK
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR • EROSION CONTROL
MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
GENERALLY
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IS MUST PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
EROSION CONTROL MATS, ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN ADEQUATE GROUND COVER VEGETATION,
AND BONDED FIBER MATRIX. THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE CITY OF ENCINITAS.
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED USE. 50% OF THE STRAW INTO THE SOIL + NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED
DURING WET WEATHER THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY H ENCINITAS IN ITS CAPACITY AS A PUBLIC
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH . ENTITY FOR THE PLANS PREPARED BY THE ENGINEER
IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. • DIVERSION DIKES SHALL BE CONSTRUCTED
TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: SHALL PROTECT
CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD
HARMLESS THE CITY
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: * REMOVE EXISTING
VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
SOLELY FROM THE
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO A. TRACK WALKING SLOPES STEEPER THAN 6:1. PHASES TO AVOID UNNECESSARY REMOVAL
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS / HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. UNNECESSARILY; THEY
HELP DECREASE EROSION. SCOPE OF SU AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: * TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT PLANNED FOR EROSION
CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL _ Z ! - //
Q
INSTALLED. SATURATED SEED BED. DATE: -G - - RpFESS/p
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR AND PERENNIAL GRASSES
TO SHIELD AND BIND THE SOIL
MAL S. SWEtS E. 48592 EXP. 6/30/12
COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. ; PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES
ARE 0 F
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. h`" y
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL COMPLETE. h
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS • WATER USAGE
FOR DUST CONTROL SHALL BE MINIMIZED. CD m
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
®i K& S ENGINEERING, INC. � No. 48592 zo
ONE-SITE CONSTRUCTION MATERIAL STORAGE • EXP 8/30/12
PLACED. LOOSE AND DISTURBED SOILS SHALL BE REMOVED TO , Planning . Engineering . Surveying
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE OWNERS CERTIFICATE: • STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
AND SPILLAGE. -
SCARIFIED TO A DEPTH OF NINE INCHES AND THEN COMPACTED TO A MINIMUM CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF
THE RAIN. CONTRACTOR SHALL 'l 0
OFCAt�
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRED CHANGES TO THESE PLANS. PROVIDE SECONDARY
CONTAINMENT FOR ALL FUEL STORED ON-SITE. f
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED • EUMINATE OR
REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE 7801 Mission Center Court, Suite 100 Son Diego, CA 92108
WITH SPECIFICATIONS. CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS 5014 PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY
15. CUT-AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR FROM CONCENTRATED
STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR (619) 296-5565 Fax: (619) 296-5564 BMP PROJECT STATUS:
TO PRODUCE °SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES THE PROPOER COMPLETION OF THE IMPROVEMENTS. PROTECTED WITH SOIL STABILIZATION MEASURES
AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
STANDARD LO
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN THE PERIMETER AT ALL
TIMES.
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF TRAINING
LEGAL DESCRIPTION. 00
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER THE COMPACTION AND STABILITY OF THE SITE. • CONTRACTOR'S EMPLOYEES WHO PERFORM CONSTRUCTION
IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE LOT 6 MAP 14928 ENCINITAS TCT N0. 00-186 0 cn
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO FAMILIAR WITH THE ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE
BMP NOTES SHALL BE c
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME
CONTRACTOR MUST A.P.N.: 264-270-19-00
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING L (o 11 INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
to
ORDINANCE. Y BRIAN BERSON DAWN BERSON DATE: WASTE MANAGEMENT SITE ADDRESS:
0
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL s CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION 3168 WILDFLOWER SUMMIT rn
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE ENVIRONMENTAL DATA MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO ENCINITAS, CA 92024
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. v
1 STEEPEST EXISTING NATURAL SLOPE ON = 3.4 : 1 OWNER f PERMITTEE: WLDFLOITR VA
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. • NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER, BERMS/DIKES