2011-11112 G (Plans) GRADING NOTES NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES ENVIRONMENTAL NOTES: LEGAL DESCRIPTION
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RELATIVE TO CONSTRUCTION
ACTIVITIES 1• THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A ALL THAT PORTION OF THE SOUTH HALF OF THE WEST
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CONCRETE WASHOUT (EXCLUDING ANY
EXISTING MAN MADE SLOPES) . HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN QUARTER
OF SECTION 4, TOWNSHIP 13 SOUTH, RANGE 4
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4. 0 FT WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO AND THE MAXIMUM
VERTICAL HEIGHT OF FILL IS 4. 0 FT ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. 3. A, ) AVERAGE
DEPTH = VOLUME OF CUT (C. F. ) = 2. 2 FT
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION MIXED- CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. OF
CUT AREA OF CUT (S. F. )
USE RETAIL AND OFFICE BUILDING, 905 ORPHEUS AVENUE, LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR 'S A.P.N.:
ENCINITAS, CALIFORNIA " PREPARED BY SOUTHERN CALIFORNIA SOIL RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID CONSTRUCTION SITE ACCESS UTILITIES OR
STRUCTURES PRIOR TO ANY EXCAVATION, FOR 3. B. ) AVERAGE DEPTH = VOLUME OF FILL (C. F. ) = 1. 3 FT 254-270-1B
& TESTING, INC. DATED OCTOBER 14, 2011 ALL GRADING SHALL BE OF FILL AREA OF CUT (S. F.
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE
PROVIDE FOR VEHICLES
SPECIFICATIONS CONTAINED IN SAID REPORT. OF COMMENCEMENT OF WORK: EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I
SITE ADDRESS
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF A. SEWERS - LWD (760) 753-0155 NCLUDE USING MATERIAL SUCH AS GRAVEL
AND/OR CORRUGATED STEEL OWNER'S CERTIFICATE 905 ORPHEUS AVENUE
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF PANELS/PLATES. ENCINITAS, CA 92024
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE B. GAS & ELECTRIC - SDG&E (BOO) 422-4133 - DIG ALERT IT IS AGREED THAT FIELD
CONDITIONS MAY REQUIRE CHANGES TO
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONSTRUCTION VEHICLES THESE PLANS.C. WATER - SDWD (800)
422-4133 - DIG ALERT OWNER/PERMITTEE
CONJUNCTION WITH IMPROVEMENT PLANS. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED IT IS FURTHER AGREED THAT THE
OWNER (DEVELOPER) SHALL HAVE A MARQUEE ENTERPRISES, LLC,
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR A CALIFORNIA LIMITED LIABILITY COMPANY
GRADING. EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
SEAN POURTEYMOUR, MANAGING PARTNER
E. CABLE TV - COX (800) 422-4133 - DIG ALERT ARE NECESSARY FOR AND DESIRABLE FOP THE PROPER COMPLETION OF 9255
TOWNE CENTER DR., SUITE 950
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 EROSION CONTROL THE
IMPROVEMENTS. SAN DIEGO, CA 92121
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EROSION CONTROL MUST BE PROVIDED FOR ALL
EROSIVE SURFACES. SLOPED (858) 450-1188
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633-2770. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GEOLOGIST HAS
BEEN OR WILL BE RETAINED TO SUPERVISE ESTIMATED EARTHWORK QUANTITIES
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED GROUND COVER VEGETATION,
AND BONDED FIBER MATRIX. OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO AND STABILITY OF THE SITE.
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
OR A LICENSED LAND SURVEYOR. 100 CUBIC YARDS EXCAVATION (CUT)
DIVERSION DIKES SHALL BE CONSTRUCTED 70 CHANNEL RUNOFF AROUND THE 250 CUBIC YARDS EMBANKMENT (FILL)
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SOILS ENGINEER'S CERTIFICATE USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.AGAINST
EROSION �� o
k, 150 CUBIC YARDS IMPORT
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE ��
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND I, 6AR2E-rr�"W� REGISTERED CIVIL ENGINEER IN THE STATE OF REMOVE EXISTING VEGETATION ONLY WHEN
ABSOLUTELY NECESSARY. LARGE MARQUEE ENTERPRISES L DATE * ESTIMATE DOES NOT INCLUDE STPIPPINGS, UTILITY
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL PROJECTS SHALL BE CONDUCTED IN PHASES
TO AVOID UNNECESSARY REMOVAL A CALIFORNIA LIMITED LIABILITY COMPANY TRENCH VOLUMES OR ANY OVEPEXCAVATION, IF
REGULATIONS. MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
SEAN POURTEYMOUR, MANAGING PARTNER REQUIRED BY SITE CONDITIONS
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY C
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) DIRECTION BETWEEN THE DATES 10• -ZD 1 AND 10-14-201. ONE COMPLETE UNNECESSARILY, THEY
HELP DECREASE EROSION. 9255 TOWNE CENTER DR., SUITE 950
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY SAN DIEGO, CA 92121
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A. M. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY TEMPORARY VEGETATION MUST BE
PLANTED ON SLOPES OR WHERE CONSTRUCTION (858) 450-1188 ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. Q9
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ENGINEER, FURTHERMORE, I IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION
SHALL
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO EARTHWORK
QUANTITIES ARE ESTIMATED FOR
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE SHIELD AND BIND
THE SOIL. PERMIT PURPOSES ONLY. (CALCULATED ON A
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE BEEN INCORIN THE GRADING PLANS AND SPECIFICATIONS. THEORETICAL
BASIS. ACTUAL QUANTITIES MAY VARY
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND DUE
TO SHRINKAGE OR SWELL FACTORS) .
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SIGNED: 06 GRADING ACTIVITIES ARE COMPLETE.
q°A�ESS
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE
�-� o^
ADVANCE BY CALLING (760) 633-2770. RCE NO. : 6� ��S -, , a , 40 WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
DETERMINED. REFER TO SOILS REPORT FOR REMOVAL
�> AND RECOMPACTION DEPTHS.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY EXP. DATE: 9• �d/Z ;: ON-SITE CONSTRUCTION MATERIAL STORAGE o
H
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE
SOUTHERN CALIFORNIA SOIL & TESTING, INC STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE s1
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE 6280 RIVERDALE STREET AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY
WILL
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SAN DIEGO, CA 92120 aQ STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE '` nLi��� FOP ALL FUEL STORED ON-SITE. � LEGEND
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING PROJECT NO. 1111159 O OR m s m
APR
OPERATION. PHONE: (619) 280-4321 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. s Eup
11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
Ills
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER pHOEe°
�u a S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE WATER NOTES (SANDIEGUITO WATER DISTRICT) FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED
OR PROTECTED �A� E m
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT sr IT
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11112-G m PROPERTY BOUNDARY
1 . REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT BARRIER AROUND THE PERIMETER AT ALL TIMES. O
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION n sANS1
��
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND TRAINING PROPOSED
CONTOURS 261
AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE 7 88ro
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. Z
SUCH GRADING OPERATION.
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF EXISTING CONTOURS -- - -
y
2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I. E. , ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES EXISTING
EDGE OF PAVEMENT
o
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT SHALL BE FIELD. VERIFIED. ALL EXISTING OR PROPOSED UTILITY SHALL BE AVAILABLE TO EVERYONE WORKING
ON SITE. THE PROPERTY
CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE OWNEP (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS EXISTING FENCE --5 -------- ----
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL CROSS UNDERPWATEREMAINSAUNLESSEGIVENAWRITTENEPERMISSION ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
Y 1Cu Vl l l .� A �
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE BY SAN DIEGUITO WATER DISTRICT. WASTE MANAGEMENT Y 1 l 1Y1riC EXISTING
AC BERM
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOP
PROPERLY DISPOSING OF ALL WASTE NTS RIGHT OF WAY LINE
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, AND UNUSED CONSTRUCTION MATERIALS.
DUMPING OF UNUSED OR WASTE
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE METERS, VALVES, VALVE BOXES, ETC. ) WHICH IS AFFECTED BY THEIR PRODUCTS ON THE GROUND, WHERE
WATER CAN CARRY THEM INTO THE STATEMENT OF ENGINEER OF WORK SETBACK LINE
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR WATER AGENCIES ' STANDARDS COMMITTE (WASC) STANDARDS. IF THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER EXISTING WATER MAIN - - -id -----
THEIR INTENDED USE. SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STA. ENGINEEER 'S TRADE
OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
UPGRADED TO CURRENT STANDARDS AT THE OWNER 'S EXPENSE. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT T THE THE NATURAL EXISTING
SEWER MAIN - - -�-- ----° --
13. THE CONTRACTOR SHALL PROPERLY GARDE ALL EXCAVATED PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS.
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 4• UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL
TIMES. DUMPSTERS WITHOUT REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR _.----� ;
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID EXISTING SEWER LATERAL
REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
PARALLELING WATER SERVICES. LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR '
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY
THE CITY OF
COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH ,--:--
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION , nl
5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED MATERIAL. ENCINITAS OF THE TECHINICAL SUFFFICIENCY DA ADEQUACY OF THE PLANS
OR DESIGN EXISTING WATER SERVICE
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC AND IT THEREFORE DOES NOT RELIEVE
THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
INSTALLED. VAULTS. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, AND HOLD HARMLESS THE CITY OF ENCINITAS AND
ITS OFFICERS, AGENTS, AND EMPLOYEES LIMIT OF GRADING
W W
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN FROM PROPERTY
DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN TO AN APPROPRIATE LANDFILL
OR DISPOSED OF AS HAZARDOUS WASTE. FOR ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING FLOWLINE DIRECTION --
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD FRONT OF THE PARCEL THEY ARE SERVING. INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE WASTE HOTLINE TOLL FREE AT (600) 7114-1195. FOR INFORMATION ON LANDFILLS THE WORK PERFORMED
BY THE ENGINEER.
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 7• CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT AND TO ORDER DUMPSTERS CALL EDCO
AT (760) 436-4151. PROPOSED BUILDING
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL NO-LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL ° j
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE POLLUTANTS SHALL BE KEPT OFF EXPOSED
SURFACES. PLACE TRASH CANS AND STORMWATER RETENTION AREA
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE RECYCLING RECEPTACLES AROUND
THE SITE. BY. - i A : �.1 je NOT TO BE MODIFIED WITHOUT
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 NO-LEAD BRASS PARTS. BRIAN M. AROOLINO DATE A
PERMIT FROM THE CITY
PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT B. ALL COPPER TUBING USED FOP AIR RELEASES, BLOW OFFS, AND FOR LEAKS. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT AND RCE No. 71651 OFESSjO
ACCORDANCE WITH SPECIFICATIONS. SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS Q
Q 'V9
ACCORDANCE WITH WC-17 OR WC-1B SURFACES. Qt`ONAEC q9l� PROPOSED HARDSCAPE AREA
. a d,
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH PASCO LARET BUTTER & ASSOCIATES
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS 535 N. COAST HIGHWAY 101
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS NOTES: AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL SOLANA
BEACH CA, 92074 w m No. 71651 0 ;"'n
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. Exp. 12/31/13 M
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 1 . OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE PLSA 1885
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO sT CIVIC �P
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND q
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE LANDSCAPING OF
CA�ZF IMPERVIOUS NAREA IMPERVIOUS AREA ACCORDANCE WITH THE GRADING ORDINANCE. OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY INE IS.
(EXCLUDING ROOFTOPS) (EXCLUDING ROOFTOPS)
L 1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL LINE UTILITIES SERVING THIS SITE SHALL BE INSTALLED WITH PLANS APPROVED BY THE CITY
ENGINEER. PLANS SHALL
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF UNDERGROUND. CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. N/A 15,764
SF HARDSCAPE
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE A NO CONCENTRATED DRAINAGE FLOWS APE PERMITTED OVER
ADJACENT PROPERTY LINES. WATER IS 70 DRAIN AWAY FROM
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE SLOPES PRIOR TO OCTOBER 1
OR IMMEDIATELY UPON COMPLETION LEUCADIA WASTEWATER DISTRICT
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. CONVEYED TO AN APPROVED DRAINAGE FACILITY. OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL
15.
V EROSION CER, MEASURES (E. G. BONDED FIBER MATRIX, 3, '�LEA6E 1EAEC TO I°Pr�1C'SCA4E 'PLpra5 _V®IL LArA%C*p'*sL; SEWER SYSTEM.'
APPROVAL
VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED BMP STATUS:
WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. 'DE•-I•Dr-mil-5 S TLS ��1,� ga'a�,. 5 rL PRIM=PROJIM
SEDIMENT CONTROL MEASURES (E. G. SILT FENCING, FIBER � � '6LD� ��eT "° 134�� 7 ��
ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED TEVE DEERING, 26514 DATE: MAINTAINED BY
SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST LWD DISTRICT ENGINEER STORMWATER MAINTENANCE AGREt-M��T