2004-1531 G (Plans) GRADING NOTES NOTIFICATIONS HYDROSEED NOTES LEGAL DESCRIPTION. PARCEL 1 AND PORTION OF
STORMWATER POLLUTION CONTROL BMP NOTES PARCEL 2 OF PARCEL MAP 11149
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, J. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 1. H(HORIZONTAL SHALL BE APPLIED
TO ALL SLOPES THAT ARE GRADED 6.1 A,P•N : 259-121-29
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE' CONTINUED...
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR a. THREE FEET OR MORE IN FILL AREAS. TRAINING
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS
SLOPE IS NOT SITE ADDRESS: 1302 ENCINITAS BLVD
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER.' SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS, CA 92024
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE MATERIAL AS APPROVED BY THE CITY ENGINEER. ENCINITAS SHALL BE TRAINED
TO FAMILIAR WITH THE CITY OF ENCINITAS ® R/PEPMITTEEi: HARLOFF BMW, INC.
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP
NOTES
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. SHALL BE AVAILABLE TO EVERYONE
WORKING ON SITE. THE PROPERTY
2. THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNICAL LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S OWNERS) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS O R S CERTIFICATE
INVESTIGATION - PROPOSED TRAFFIC RAMP, HARLOFF BMW, RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO 3. HYDROSEEDING SHALL CONSIST OF ALL THE FOLLOWING.
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
1302 ENCINITAS BOULEVARD, ENCINITAS, CALIFORNIA" PREPARED CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 1. SEED MIX SHALL CONSIST OF NO LESS
THAN: I HEREBY CERTIFY THAT I AM THE RECORD OWNER OF THE
BY VINJE 6 MIDDLETON ENGINEERING, INC. PROJECT NO. 04-116-P STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND WASTE MANAGEMENT PROPERTY
SHOWN ON THE ATTACHED TENTATIVE MAP AND
DATED FEBRUARY 9, 2004 SHALL BE CONSIDERED AS A PART OF LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF a. 20 lbs. PER ACRE OF ROSE CLOVER.
I (WE) HEREBY CERTIFY THA TA REGISTERED SOILS ENGINEER
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN WORK.' b. 20 lbs. PER ACRE OF ZORRO FESCUE. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY
DISPOSING OF ALL WASTE OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA. AND UNUSED CONSTRUCTION MATERIALS.
DUMPING OF UNUSED OR WASTE SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE
CONTAINED IN SAID REPORT. A. SEWERS - ESD 633-2770 d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA. PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE COMPACTION AND STABILITY OF THE SITE.
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS & ELECTRIC - (600) 422-4133 - DIG ALERT e. 3 lbs. PER ACRE OF ALYSSUM (CARPET
OF SNOW).
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF f. 112 lb. PER ACRE OF DIMORPHOLECA. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED
INTO STORMWATER.
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE C. WATER - SDWD (800) 422-4133 - DIG ALERT BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS
TO DIVERT THE NATURAL :
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON OWNER
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE STORM RUNOFF. DUMPSTERS
SHALL BE CHECKED FREQUENTLY FOR. LEAKS. RLOF BMW, INC 00 DATE
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - (BOO) 422-4133 - DIG ALERT FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. DUMPSTER
LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE E. CABLE TV - (800) 422-4133 - DIG ALERT h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED
WITH A COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH
GRADING. NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING MATERIAL.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 OR BROADCASTING BEFORE HYDROSEEDING. ESTIMA TED EAR THWORK
Q UANTITIES
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. i. ALL SEED MATERIALS SHALL BE
TRANSPORTED TO THE JOB-SITE IN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS,
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE.' (760) 633-2770. UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED 200 CUBIC YARDS EXCAVATION (CUT)
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON VEGETATION CAN BE RECYCLED.
NON-RECYCLABLE MATERIALS MUST BE TAKEN 2,200 CUBIC YARDS EMBANKMENT (FILL)
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR SAID CONTAINERS. TO AN
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS 2,000
CY EMBANKMENT (IMPORT)
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO j. NON-PHYTO-TOXIC WETTING AGENTS MAY
BE ADDED TO THE HYDROSEED WASTE HOTLINE TOLL FREE AT (800) 7114-1195. FOR INFORMATION ON LANDFILLS
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL. SLURRY AT THE DISCRETION OF THE CONTRACTOR. AND TO
ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. # ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 lbs. TRENCH
VOLUMES OR ANY OVEREXCAVATION, IF
OR A LICENSED LAND SURVEYOR. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES.
PLACE TRASH CANS AND REQUIRED BY SITE CONDITIONS
PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW RECYCLING RECEPTACLES AROUND THE SITE.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SOILS ENGINEER'S CERTIFICATE IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. PORTABLE TOILETS MUST BE IN
GOOD WORKING ORDER AND CHECKED FREQUENTLY ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND I. S.r'kI1CIl [ii A REGISTERED CIVIL ENGINEER IN THE STATE OF FOR LEAKS. CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT AND
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE
SULFATE, 16-20-0, LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS EARTHWORK QUANTITIES ARE ESTIMATED FOR
REGULATIONS. MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
SURFACES. PERMIT PURPOSES ONLY. (CALCULATED ON A
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO THEORETICAL
BASIS. ACTUAL QUANTITIES MAY VARY
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) DIRECTION BETWEEN THE DATES 1_O�=Qq AND 2_o9_OQ ONE COMPLETE HYDROSEEDING BY: ALL
CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, DUE TO SHRINKAGE OR SWELL FACTORS).
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY AND STORMORAIN. CONTRACTOR
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL
CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 7. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A°30 A.M. RECOMMENDATIONS, HAS BEEN SUBMITTED
TO THE OFFICE OF THE CITY THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ENGINEER, ALONG WITH UPDATE LETTER DATED ZL1Q_Up&te) FURTHERMORE, I COMBINATION OF
LEGEND
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE a. TRACK WALKING SLOPES STEEPER THAN 6.1.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE b. RIPPING AREAS THAT
WILL NOT BREAK UP USING ITEM "a" ABOVE.
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE BEEN IN RATED A•1� G P IFICATIONS. S.D.R.S.D. = SAN
DIEGO REGIONAL STANDARD DRAWINGS
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, �( 2. CONDITIONING THE SOILS SO THAT IT SUITABLE FOR PLANTING BY' SAN DIEGUITO
WATER DISTRICT NOTES
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SIGNET tj�\ti QAOFESS/p PROPERTY BOUNDARY
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN �4 sAMSna,'�e a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP, BUT PROPOS
ED SETBACKS -
ADVANCE BY CALLING (760) 633-2770. RCE NO.:__® L7 _ a�Q49°� � 2 NOT SATURATED SEED BED. 1. REVIEW OF THIS PLAN BY SAN
DIEGUITO WATER DISTRICT DOES NOT
_________________ CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION PROPOSED CONTOURS 255
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY EXP. t2 -3 sti No.46174 m b. THE ADDITION OF SOILS AMENDMENTS, ph ADJUSTMENT,
LEACHING OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY,
12 E�.12Sta6 OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
EXISTING CONTOURS
------
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE * GROWTH. EXISTING EDGE OF PAVEMENT
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE
- HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH . STING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E.,
LINE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER VINJE & MIDOLETON ENGINEERING, INC. '� cw� 2 ALL EXISTING CENTERLINE
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 2450 VINEYARD AVENUE, SUITE 102 �OFCA UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR,
FOR AREAS WHERE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING ESCONDIDO, CA 92029 HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS VERIFIED.
ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET 2.1 FILL SLOPE MAX.
OPERATION. COMPLETED AND ALL SECURITY RELEASED. OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS.
ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
PROJECT N0. 04-116-P WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 2:1 CUT SLOPE MAX.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING STO ATER POLLUTION CONTROL BMP NOTES
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL LIMITS OF GRADING `Y
RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE RELATIVE TO CONSTRUCTION AC T S 3. CONTRACTOR AND OWNER ARE RESPONSIBLE 70
RELOCATE AND/OR ADJUST DRAINAGE DIRECTION
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. EROSION CONTROL TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS,
VALVES,
1531-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE CONCRETE WASHOUT VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL
AFFECTED PROPOSED AC PAVING
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT WATER FACILITIES MUST MEET CURRENT WATER
AGENCIES' STANDARDS
THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE ANN HARLOFF AT (760) 753-6301 (24 HOURS) CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED
CONCRETE COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, EXISTING RETAINING WALL
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO THEN THEY
SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXISTING D75 CONCRETE BROW DITCH - 4
WHO CERTIFIES SUCH GRADING OPERATION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND
THE LIKE INTO EXPENSE. a
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. PROPOSED D75
CONCRETE BROW DITCH =>
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONTRACTOR SHALL POST A SIGN DESIGNATING
THE WASHOUT LOCATION. 4. UTILITIES TO MAINAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF CONSTRUCTION SITE ACCESS
WATER SERVICES. EXISTING EASEMENT
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 5. MINIMUM HORIZONTAL SEPARATION
OF 10-FEET REQUIRED BETWEEN FIRE EXISTING 12" DRAINPIPE
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES HYDRANTS AND
SAN DIEGO GAS AND ELECTRIC VAULTS. GRAVEL BAG BERM PER SC-6 0 0 o o 0 0 o 0 0 0 0
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED EGRESS AND INGRESS TO PREVENT TRACKING
DIRT OFF SITE. THIS SHALL I
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. NCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED
STEEL 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL PROPOSED HYDROSEEDING PER SS-4
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND PANELS/PLATES. OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE
PARALLEL
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES THEY ARE SERVING.
PROPOSED GRASS LINED SCALE
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS CONSTRUCTION VEHICLES 6" TYPE G-2 CURB & GUTTER
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR AFTER EACH PUN OFF PRODUCING RAINFALL.
T A SPECIFIC AREA AWAY FROM GUTTERS AND STOPMDRAIN SHALL BE DESIGNATED 6" TYPE G-1 CURB
HEIR INTENDED USE. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. 0"
HEIGHT CURB
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING WHICH MAY ARISE. EROSION CONTROL STATEMENT OF ENGINEER OF WORD LANDSCAPE AREA
FOR STORMWATER
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BEST MANAGEMENT
PRACTICE
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE EROSION CONTROL MUST BE PROVIDED FOR
ALL EROSIVE SURFACES. SLOPED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST
EROSION BY INSTALLING STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. PROPOSED 1 ' HIGH SPLASH WALL o
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL
MATS, ADEQUATE THE ENGINEER FURHTER AGREES THAT THE WORK PERFORMED HEREIN
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. SHALL BE IN ACCORDANCE WITH
THE RULES AND REGULATIONS REQUIRED
INSTALLED. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE
GRADING PLAN SHALL BE INCORPORATED HEREON. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. PLANS PREPARED BY THE ENGINEER
IS NOT A DETERMINATION BY THE
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY
OF THE
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL
RUNOFF AROUND THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT
CHANNELS AGAINST EROSION OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE DAY. USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. THEREON. THE ENGINEER
AGREES TO INDEMNIFY AND HOLD HARMLESS
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY
NECESSARY. LARGE PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE IIIPI
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROJECTS SHALL BE CONDUCTED IN PHASES
TO AVOID UNNECESSARY REMOVAL NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT OF THE NATURAL GROUND COVER. DO NOT REMOVE
TREES OR SHRUBS AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. UNNECESSARILY,' THEY HELP DECREASE EROSION.
AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT BY THE ENGINEER.
ACCORDANCE WITH SPECIFICATIONS. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
@ pFESSI N
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL P 0
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH BE PREVENTED BY PLANTING FAST-GROWING ANNUAL
AND PERENNIAL GRASSES TO O A . q�
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 SHIELD AND BIND THE SOIL. LE
UCADIA BLVD
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE Q G
CID
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE OF CALIFORNIA DEPARTMENT OF CONSERVATION. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE
EXCAVATION AND q O z
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY GRADING ACTIVITIES ARE COMPLETE. w ND . 29577 m
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER a EXp . 03/31/07
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED {
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ON-SITE CONSTRUCTION MATERIAL STORAGE
ACCORDANCE WITH THE GRADING ORDINANCE. L SC E CONDITION F CII w f
w
OF CA�ZFO�
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL IN ACCORDANCE WITH SECTION 23.24.510 OF THE ENCINITAS MUNICIPAL STORED MATERIALS SHALL BE
CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE o
AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF CODE, PROPOSED GRADED SLOPES EXCEEDING 15 FEET IN VERTICAL HEIGHT STAY DRY OUT OF THE RAIN. CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT z
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT SHALL BE PLANTED WITH TREES, SHRUBS, AND GROUNDCOVER. PRIOR TO FOR ALL FUEL STORED ON-SITE.
N
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE APPROVAL OF "ROUGH GRADING" BY THE ENGINEERING DEPARTMENT, A WAYNE PASO , RCE 29577
DATE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF LETTER FROM A STATE LICENSED LANDSCAPE ARCHITECT SHALL BE ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM