2005-9280 G (Plans) GRADING NOTES NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES ENVIRONMENTAL NOTES: LEGAL DESCRIPTION
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RELATIVE TO CONSTRUCTIONAL 1
S TH EXISTING SLOPE IN THE GRADED AREA IS 50% PARCEL 1 (FEE PARCEL) A PORTION OF THE NORTHWEST
QUARTER OF SECTION
. E
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A (EXCLUDING ANY EXISTING
MAN MADE SLOPES) . 22. TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN IN THE
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, ACCORDING TO OFFICAL
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE A SHOWN CONCRETE WASHOUT PLAT THEREOF. PARCEL 2 (20
FOOT WIDE ACCESS EASEMENT) REFER TO TITLE
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT S 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 2.5 FT AND THE MAXIMUM
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ON THESE PLANS HOWEVER: VERTICAL HEIGHT OF FILL IS 1 FT REPORT
FOR FULL LEGAL DESCRIPTIONS.
.
A DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM CONTRACTOR SHALL D USE AN ADEQUATELY SIZED CONCRETE
STANDA CON RAC OAS L ESTABLISH A
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. I T IS ILLEGAL TO
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY K INTO 3. A .) AVERAGE DEPTH VOLUME OF CUT (C. F.) 0.75 '
REQUEST FOR INSPECTION. . , , , PLASTER AND THE LIKE I A.P.N.. 260-620-68
MEASURES T PROTECT ANY EXISTING UTILITIES OR STRUCTURES WASH CONCRETE SLURRY MORTAR STUCCO
0 OF CUT AREA OF CUT (S. F. )
.. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
2. THE SOILS REPORT TITLED REPORT OF PRELIMINARY RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO CONTRACTOR SHALL POST A SIGN DESIGNATING
THE WASHOUT LOCATION. B. AVERAGE DEPTH = VOLUME OF FILL (C. F.) = 1. 00 ' SITE ADDRESS
GEOTECHNICAL INVESTIGATION" PREPARED BY GEOTECHNICAL CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR OF FILL AREA OF FILL (S.F.)
EXPLORATION, INC , DATED JULY 27, 2004 AND TITLED STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND CONSTRUCTION SITE ACCESS
1371 SAN ELIJO AVE
GRADING PLAN REVIEW AND RESPONSE TO CITY'S THIRD PARTY ENCINITAS, CA 92024
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
REVIEW" DATED MARCH 11, 2005, SHALL BE CONSIDERED AS A A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN WORK: EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL
I OAR S CERTIFICATE
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL O E
E
CONTAINED IN SAID REPORT. A. SEWERS - CSD 633 -2770 PAILS /PLATES.
B. GAS 6 ELECTRIC - SOG&E (800) 422 -4133 - DIG ALERT IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
KRISTI 6 JOHN COWAN
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF CONSTRUCTION VEHICLES THESE PLANS. C/0 JOEL ZANE
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF C, WATER - SOWD 633 -2848. 6507 EASY STREET
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED IT IS FURTHER
AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A CARLSBAD, CA 92024
APPROVALS AND PERMITS FOP THESE SHALL BE REQUIRED IN D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT FOR CONSTRUCTION VEHICLES PARKING, VEHICLE
REFUELING, AND ROUTINE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR (760) 809 -0997
CONJUNCTION WITH IMPROVEMENT PLANS. EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. ADDITIONS TO THESE PLANS WHICH
THE CITY ENGINEER DETERMINES
E. CABLE TV - COX (800) 422 -4133 - DIG ALERT ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE EROSION CONTROL THE IMPROVEMENTS ESTIMATED EARTHWORK
UANT=S
GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICk b8
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
100 CUBIC YARDS EXCAVATION (CUT)
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 50
CUBIC YARDS EMBANKMENT (FILL)
ION BY INSTALLING R
T (760) 633 -2770
: . SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST ERO TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OA EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE OVER ALL GRADING ACTIVITY
AND ADVISE OF THE COMPACTION 50 CUBIC YARDS EXPORT
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL- GIVE 24 HOURS NOTICE ON CALLS FOR GROUND COVER VEGETATION, AND BOND FIBER
MATRIX. AND STABILITY OF THE SITE.
INSPECTION. PHONE. (760) 633 -2770. ALL WORK PERFORMED ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO NO EXCAVATION AND GRADING ACTIVITIES
ARE ALLOWED DUPING WET WEATHER. TRENCH VOLUMES OR ANY OVEPEXCAVATION, IF
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL. s /� / REQUIRED BY SITE CONDITIONS
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE /
OR A LICENSED LAND SURVEYOR SOBS ENGBVEER S CERTIFICATE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS- AGAINST EROSION DR JOHN W
WAN CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 6152 CALLE CATALONIA DATE ARE CORRECT PRIOR TO COMMENCEMENT
OF WORK.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL I, A REGISTERED CIVIL ENGINEER IN THE STATE OF CARLSBAD, CA 92009
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL REMOVE EXISTING VEGETATION ONLY
WHEN ABSOLUTELY NECESSARY. LARGE EARTHWORK QUANTITIES ARE ESTIMATED FOR
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL PERMIT PURPOSES ONLY. (CALCULATED ON A
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY OF THE NATURAL GROUND COVER. DO NOT
REMOVE TREES OR SHRUBS THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
REGULATIONS. DIRECTION BETWEEN THE DATES AND ONE COMPLETE UNNECESSARILY; THEY HELP DECREASE EROSION. KRISTI H. COWAM DATE
DUE TO SHRINKAGE OR SWELL FACTORS) .
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY 6152 CALLE CATALONIA REMEDIAL GRADING QUANTITIES ARE
NOT ABLE TO BE
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY TEMPORARY VEGETATION MUST
BE PLANTED ON SLOPES OR WHERE CONSTRUCTION CARLSBAD, CA 92009 DETERMINED. REFER TO SOILS REPORT FOR REMOVAL
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE ENGINEER, FURTHERMORE, I IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES.
EROSION SHALL
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7: 30 °A. M. HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE BE PREVENTED BY PLANTING FAST -
GROWING ANNUAL AND PERENNIAL GRASSES TO AND RECOMPACTION DEPTHS.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HA VE SHIELD AND BIND THE SOIL.
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SIGNED: - - GRADING ACTIVITIES ARE COMPLETE.
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, , ' V%o E33,tp LEGEND
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING RCE NO.: 1 4<4Z Z hE 200 QUO 4 _ - N,�� % WATER USAGE FOR DUST CONTROL SHALL BE
MINIMIZED.
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 9 i `'� '� E99 y� ON -SITE CONSTRUCTION MATERIAL STORAGE
ADVANCE BY CALLING (760) 633 -2770. EXP. DATE: / 3 O o S o ? 54r,-A F7E PROPERTY BOUNDARY
•
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY GEOTECHNICAL EXPLORATION, INC o No 002007 ^ STORED MATERIALS SHALL BE
CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
Exp. p ' AD SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL, PROPOSED SETBACKS
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 7420 TRADE STREET � 4r AND DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT �
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE SAN DIEGO CA 92121 Jl �foT Pv '� PROPOSED CONTOURS
255
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER q FCHH �`1� FOR ALL FUEL STORED ON - SITE.
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE ENG JOB# 04 -8710 \F Of CAL�F� ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
KEPT ON -SITE. 5! �� 5 EXISTING CONTOURS
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING 858- 549 -7222
OPERATION. � -" _ STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER `
EXISTING EASEMENT
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING SAN DIEGUITO WATER DISTRICT FLOWS AND STORMORAIN INLETS. STOCKPILES SHALL BE COVERED
OR PROTECTED o
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT VERDI
AVE 9L
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE 1. REVIEW OF THIS PLAN BY SAN DIEGUI TO WATER DISTRICT DOES NOT BARRIER AROUND THE PERIMETER
AT ALL TIMES. PROPOSED BUILDING FOOTPRINT
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 9280 -G CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND
EXISTING SEWER CLEANOUT
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. TRAINING oP
AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE EXISTING SDG&E BOX LJ
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO - CERTIFIES 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., CONTRACTORS' EMPLOYEES WHO
PERFORM CONSTRUCTION IN THE CITY OF
SUCH GRADING OPERATION. LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS
O �PV I
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
EXISTING OVERHEAD ELECTRIC LINE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHALL BE AVAILABLE TO EVERYONE
WORKING ON SITE. THE PROPERTY (FOR NEIGHBORING HOUSE)
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO OWNER (S) AND THE PRIME CONTRACTOR MUST
INFORM SUBCONTRACTORS L
AND AND TEST TH S EXCAV AT ION PLACEMEN TA COMPACT ION OF FILLS CROSS UND MAIN DISTRISS GIVEN WRITTEN PERMISSION ABOUT STORMWATER REQUIREMENTS AND THEIR
OWN RESPONSIBILITIES. VIC VffY MAP EXISTING EDGE OF PAVEMENT
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE WASTE MANAGEMENT
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OA NTS CENTERLINE
-
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERLY DISPOSING OF ALL WASTE
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT PRODUCTS ON THE GROUND, WHERE WATER
CAN CARRY THEM INTO THE EXISTING WATER MAIN -�-
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR FACILITIES 00 NOT MEET STANDARDS, THEN THEY SHALL BE EXISTING
SEWER MAIN
THEIR INTENDED USE. UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER.
✓
BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN STORM RUNOFF. DUMPSTERS SHALL BE
CHECKED FREQUENTLY FOR LEAKS. PROPOSED 4" SEWER LATERAL PEA SDRSD S -13- n
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING PARALLELING WATER SERVICES._ DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
WITHOUT
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR PROPOSED
2" WATER SERVICE PEA SDRSD P -2A W C
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED COVERED WITH TARPS IN ORDER TO AVOID
RAIN CONTACT WITH ANY TRASH STATEMENT OF ENGINEER OF WORK
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC MATERIAL.
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT VAULTS. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
LIMITS OF WORK /GRADING W W
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, SHALL COMPLY WITH
THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
INSTALLED. 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE: WOOD, AND CLEARED ENGINEERS
TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK CUT /FILL LINE �F
AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN VEGETATION CAN BE RECYCLED._ NON- RECYCLABLE MATERIALS MUST BE TAKEN PERFORMED
HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
14. ALL AREAS TO BE FILLED - SHALL BE PREPARED TO BE FILLED AND FRONT OF THE PARCEL THEY ARE SERVING. TO AN APPROPRIATE LANDFILL OR DISPOSED
OF AS HAZARDOUS WASTE. FOR REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS REVIEW PERFOMED BY
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY PROPOSED RIP PAP ENERGY DISSIPATOR
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS FOR
THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. ENCINITAS OF THE TECHINICAL
SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL NOTES: AND THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY
FOR THE PLANS DRAINAGE DIRECTION
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND OR DESIGN
OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE RECYCLING RECEPTACLES AROUND THE SITE. AND
HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS. AND EMPLOYEES
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO FROM PROPERTY DAMAGE
OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, PROPOSED DRIVEWAY WIDENING
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO PORTABLE TOILETS MUST BE IN GOOD
WORKING ORDER AND CHECKED FREQUENTLY ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
PLACE,- SPREAD, WATER AND COMPACT THE FILL IN STRICT WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND FOR LEAKS.- CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT AND WITHIN- THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
ACCORDANCE WITH SPECIFICATIONS, DOUBLE PERMIT FEES. IT IS THE AESPONSIBLIBITY OF THE LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON
PERVIOUS THE WORK PERFORMED BY THE ENGINEER. PROPOSED CONCRETE CURB PER SDRSD G -
OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY SURFACES.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH LINE IS. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
PROPOSED RETAIINING WALL PER
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL SDRSD
C -1 OR EQUIVALENT
BY
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION
SITE.
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE UNDERGROUND. WAYNE PAS T
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY HATCHED AREA REPRESENTS LANDSCAPED
CONDITION. ALL STONES. ROOTS AND OTHER WASTE MATTER 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER AREA FOR
BEST MANAGEMENT PRACTICE NOT
EXPOSED DA EXCAVATION OR EMBANKMENT SLOPES WHICH ARE ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM �pF ESS r TO
BE MODIFIED WITHOUT PERMIT FROM THE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE Q
Nq CITY. SEE SHEET 2 SECTION B FOR DETAILS.
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN CONVEYED TO AN APPROVED DRAINAGE FACILITY. Q UO �� A . p
ACCORDANCE WITH THE GRADING ORDINANCE. RCE No. 29577 ��' P 6" y
4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, 3 PROPOSED PCC CONCRETE
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED No
29577 r'
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE._ w m
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIB R PASCO ENGINEERING
INC. d Exp. 03/31/07
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED 535 N. COAST HIGHWAY
101
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST SOLANA BEACH CA, 92074
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER CIVIC- Q p
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY PE 1317 'q
OF C F
DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO
WASHOUT AREAS, COVERED STORAGE AREAS FOR
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS
L.ANDS OVER A PERVIOUS SURFACE.
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND ENCINITAS FIRE PROTECTION DIST. SAN
DIEGUITO WATER DISTRICT ENCINITAS PARKS & RECREATION DEPT. ENCINITAS PUBLIC WORKS DEPT.
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. DRAIN, DRIVEWAY, AND STREET.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL EVIEWED BY: R B REVI e REVIEWED BY:
SLOPES PRIOR TO OCTOBER 1 OR
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