2008-908 G (Plans) GRADING NOTES NOTIFICATIONS STORMWATER POLLUI7ON CONTROL BW NOTES ENVIROATAIENIAL NOTES: LEGAL DESCRIPT ION
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RELATIVE TO CONSTRUCTIONACMMES 1. THE STEEPEST EXISTING SLOPE IN THE GRADED
AREA IS N/A LOTS A 16. 17, 6 18 OF MAP 1298
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A (EXCLUDING ANY EXISTING MAN MADE SLOPES).
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONCRET WASHOUT
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 2. THE MAXIMUM VERTICAL DEPTH
OF CUT IS 8 FT AND THE MAXIMUM
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ON THESE PLANS, HOWEVER. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
VERTICAL HEIGHT OF FILL IS 2.5 FT
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL AND 77-E LIKE INTO
A
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
A"p"N "; 26153 -1920
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM WASH CONCRETE SLlA4fRY, MORTAR STUCCO PLASTER 3. A.) AVERAGE DEPTH -
VOLUME OF CUT (C. F.) - 7.8 FT
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES THE SCO CONCRETE CONVEYANCE SYSTEM
OR ANY TER A DG MATER. OF CUT AREA OF CUT (S. F.
REQUEST FOR INSPECTION. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. B.) AVERAGE
DEPTH - VOLUME OF FILL (C. F.) - 1.3 FT SITE. ADDRESS
2. THE SOILS REPORT TITLED "LIMITED GEOTECHWICAL INVESTIGATION UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR CONSTR SITE ACCESS
OF FILL AREA OF FILL (S. F.) 23/8 62356 MAN AVENUE
AND EVALUATION, NEW RESIDENTIAL DEVELOPMENT TO BE LOCATED VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION
AT 2348 AND 2356 MANCHESTER AVENUE ENCINITAS, CA OF COMMENCEMENT OF WORK: CONSTRUCTION _ CARDIFF BY THE
SEA, CA 94526
PREPARED BY ENGINEERING DESIGN GROUP, DATED FEBRUARY 27, 2006 EGRESS DGRE SMALL SS TO PREVENT TRACKING DIRT OFF SITE.
THIS LL I OWNER CERTIFICATE
AND LETTER TITLED "PROPOSED NEW DEVELOPMENT TO BE LOCATED AT A. SEWERS - CSD 633 -2770 MATERIAL SUCH � I� STEE O
23,8 AND 2356 MANCHESTER AVENUE. COMMUNITY OF CARDIFF BY THE SEA, N USING .
ENCINITAS, CA" REGARDING SHORING ALTERNATIVES PREPARED BY IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
JC LAD COMPANY. LLC
ENGINEERING DESIGN GROUP. DATED JULY NUR!, 2008. ALL GRADING SHALL B. GAS 6 ELECTRIC - SDG&E (800) 422 -4133 - DIG ALERT CONSTRUCTION VEHICLES
THESE PLANS P.O. BOX 606
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND C. WATER - SDWD (800) 422 -4133 -DIG ALERT D NV ILLE
CA 94526
SPECIFICATIONS CONTAINED IN SAID REPORT AND LETTER. A SPECIFIC AREA AWAY FROM GUTTERS AND STOFMMIN SHALL BE DESIGNATED IT IS FURTHER
AGREED THAT THE 011/NER (DEVELOPER) SHALL HAVE A
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT FOR CONSTFWTION VEHICLES PARRKM VEHICLE
FR}LELM AND ROUTINE REGISTERED CIVIL ENGDrEER MAKE SUCH CHANGE'S ALTERATIONS OR
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF EQUD*ENT MAINTENANCE. ALL 94" REPAIRS SHALL BE MADE OFF- SITE. ADDITIONS
TO THESE PLANS WHICH THE CITY ENGINEER DETEFIMMS
IMPROVEMENTS WITHIN STREET RIGHT -OF -MAYS. SEPARATE E. CABLE TV - COX (800) 422 -4133 - DIG ALERT ARE D4MVEME N S.
ESTIMATED EARTHWORK QUANTITIES
AD DESDRADE FOR THE PROPER ( PLETIOV OF
n1P
THE RDwaA:
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN EROSION CONTROL
CONJUNCTION WITH IMPROVEMENT PLANS. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 1,050 CUBIC YARDS EXCAVATION
(CUT)
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EROSION CONTROL MET BE PDVIIED FOR ALL EROSIVE SURFACES. SLOPED I HEREBY CERTIFY
THAT A REGISTERED SOILS ENGINEER OR 300 CUBIC YARDS EMBANKMENT (FILL)
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE PHONE. (760) 633- 2770. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION
BY INSTALLING GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS. ADEQUATE OVER
ALL GRADING ACTIVITY ANC) ADVISE OF THE COMPACTION 750 CUBIC YARDS EXPORT 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED INSPECTION. PHONE:
(760) 633 -2770. ALL WORK PERFORMED GROW COVER VEGETATION AND BODED FIBER MATRIX. AND STABILITY OF THE SITE. C �
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO NO EXCAVATION AND GRADING ACTIVITIES ARE
ALLOWED DURING NET HEATHER. * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY (`
ANYTHIN&fAMAGED OR DESTROYED SHALL BE REPLACED OR REJECTION AND REMOVAL. _ TRENCH VOLUMES OR ANY OVEREXCAVATION,
IF �
REPAIRED TO' CONDITION EXISTING PRIOR TO GRADING. SOILS ENGINEER P S CERTIFICATE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT OWOEL As GAAI ST EROSION
/ REQUIRED BY SITE CONDITIONS
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. RICF1 IPIETF '
" ATE CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- I, 1N R1'►T A REGISTERED CIVIL ENGINEER IN THE STATc OF �C LAND COPANY,
LLC ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER CAL N A, NCTIFALL Y DOING BUSINESS IN THE FIELD OF APPLIED SOIL REMOVE EXISTING VEGETATION
ONLY MEN ABSOLUTELY NECESSARY. LARGE p
OR A LICENSED LAND SURVEYOR. MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL PROJECTS SHALL BE COMXCTED IN PHASES TO AVOID
WECESSARY REMOVAL EARTHWORK QUANTITIES ARE ESTIMATED FOR
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY OF THE NATURAL GAOLND COVER. DO NOT REMOVE TREES OR SfX8S PERMIT
PURPOSES ONLY. (CALCULATED ON A
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL DIRECTION BETWEEN THE DATES ift AND �� ONE COMPLETE LNfEEOESSARD- THEY HELP
OE0 EASE EROSION. THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY DUE
TO SHRINKAGE OR SWELL FACTORS).
RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY TEMPORARY VEGETATION MUST
BE PLANTED ON SLOPES OR *ERE CONSTRUCTION
FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND ENGINEER, FURTHERMORE, I IS NOT D#EDIATELY PLANED FOR EROSION CONTROL PURPOSES. EROSION
SHALL REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO 'BE
REGULATLJNS. HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE BE PREVENTED BY PLANTING FAST-GROWING ANNAL AND PERENNIAL GRASSES TO
DETERMINED. REFER TO SOILS REPORT FOR REMOVAL
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE SHIELD AND BDND THE SOIL. AND RECOMPACTION DEPTHS.
8. UADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) BEEN INCORP RATED IN THE GRADING PLANS AND SPECIFICATIONS. -
MILE OF A STRUCTURE FOR HUMAN OCnUPANCY -SHALL NOT BE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND g
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. SIGNED: ` � GRADING ACTIVITIES ARE COMPLETE. ���*�
NOR ON SATURDAYS. SUNDAYS AND CITY RECOGNIZED HOLIDAYS. Ott> i. J T .�Liil \L
RCE NO.: 01m e F WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGAADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE EXP. DATE: 407 ON
-SITE CONSTRUCTION MATERIAL STORAGE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, 55?'C7 t5 S.DA.SD.
- SAN DIEGO REGIONAL STANDARD MAND48S
GRADING " - u'ONTRACTOR AND PERMITTEE. THE PREGRADE MEETING ENGINEERING DESIGN GROUP i," STORM MATERIALS SHALL BE CONTAINED IN A SECURE
PLACE TO PREVENT SEEPAGE �
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 2121 MONTIEL ROAD ?� ' AD SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
MERE THEY WILL � � � PROPERTY BOLFCA{Y
ADVANCE BY CALLING (760) 633 -2770. SAN MARCOS, CA 92069 �,' STAY CRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CONTADMENT
FOR ALL FUEL STORED ON -SITE. 15 PROPOSED CONTOURS 255
10. FRIOR TO HAULTNG DIRT OR CONSTRUCTION MATERIALS TO ANY PROJECT NO. 053829 -1 ^0
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE PHONE: (760) 839 -7302 "- ELIMDWTE OR REDUCE POLLUTION OF STOMWATER FROM STOCKPILES
KEPT ON -SITE. o 4 6
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE STOCKPILES MAY DICLUd[DE SOIL, PARING MATERIALS ASP CO NCRETE AGGREGATE
EXISTING CONTOURS - - - -255- - - -
CITY SHALL ALL CONDITIONS AND REQUIREMENTS THE PER SAN [= WATER DISTRICT FLOWS AND STO�UIN D�LE TS. �STOCCPILES 9 BE COVERED OR PROTECTED
EXISTING EDGE OF PAVIDENT
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
OPERATION. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT BARRIER AROUND THE PERDMETER AT ALL TIMES.
EXISTING FENCE -X -X-
CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION 101
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING OF, OR THE EXISTENCE OR NON- EXISTENCE OF. ANY UNDERGROUND
PERMIT - SUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. TRAINING
PROJECT SITE EXISTING RETAINING WALL - - - -
RELE ASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE �
R'ROVIDED STATING: "THE GRADING UNDER PERMIT NO. 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., CONTRACTORS' EMPLOYEES M•O
PERFORM CONSTRUCTION IN THE CITY OF EXISITNG HADSCAPE
HAS LPFEN FERFORMED IN SUBSTANTIAL CONFORMANCE WITH - THE LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION ENCINITAS SHILL BE TRAINED TO FAMILIAR
WITH THE CITY OF ENCINITAS
AFPROVEO QAADING PLAN OR AS SHOWN ON THE ATTACHED SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY STQ WATER POLLUTION CONTROL REQ1UIiRSENRS.
THESE BP NOTES PACIFIC IENTER-DNE _
AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHALL,BE AVAILABLE TO EVEAYOE NORKDG
ON SITE. THE PROPERTY OCEAN GATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO O*ER(S)
AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS SETcACK LINE
SUCH GRADING OPERATION. CROSS UNDER MATER MAINS UNLESS GIVEN WRITTEN PERMISSION ABOUT STORMNVATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
BY SAN DIEGUITU WATER DISTRICT.
FXISTDG MATER MAIN -WIV-
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED WASTE MANAGEMENT
EOIL£:ENGjNEER OR UNDER HIS DIRECTION. HE SHALL INSPECT 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE ANNO /OR
EXISTING WATER MADV
ANU TEBT THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERLY DISPOSING OF ALL WASTE
AND BACI(P'1tS AM9 COMPACTION OF TRENCHES. HE SHALL METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR AND UNU5ED CONSTRUCTION
MATERIALS. OUAPDNG OF U VJSED OR WASTE
SUBMIT SOILS FIEPORTS AS REQUIRED AND WILL DETERMINE THE PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT PRODUCTS ON THE GROUND, MERE WATER
CAN CARRY THEM INTO THE EXISTING SEWER LATERAL
SUYTABIL.LTY OF ANY FILL MATERIAL. UPON COMPLETION OF WATER AGENCIES' STANDARDS C:OMMITTE (MASC) STANDARDS. IF CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
`� �T�.�+�'`,� D
WERE OPERATIONS
BY HIM THAT UPGRADED CURRENT STANDARDS THE OWNER'S EXPENSE. NO SEEPAGE FROM DUWSTERS SHALL BE DISCHARGED INTO STORMWATER. 7'lCLN � UTTER EXISTI
NG MATER SERVILE
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE BEAMS/DDKES SHALL BE PLACED AROUND DUJMPSTERRS TO DIVERT THE NATURAL PR�0.5ED
SEWER LATERAL
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN STORM RXNCFF. OLNPSTERRS SHALL
BE CHECKED FREQUENTLY FOR LEAKS. NTS
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR PARALLELING WATER SERVICES. OUwPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUNPSTERS
WITHOUT
THEIR INIENOEO USE. LIDS SHALL BE PLACED WITHIN STR;UCTL*ES WITH DPERVIDUUS ROOFING OR PF0 WATER SERVICE -
M
5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH STATEMENT OFENGLNEER
OF WORK
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC MATERIAL.
LDMIT OF SWIM W W
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING VAULTS. THE UNDERRSIG AM ENGINEER AGREES THAT THE WOW PERRFOR O BY
THE ENGINEER
NEER
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS; SHALL COMPLY
WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
DAMAGE TO ADJOINING PROPER DA TO FINISHED WORK ON THE 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS VEHICLE FLUIM BROKEN ASPHALT AND
CONCRETE WOOD, AND CLEARED ENGDEEERS TRADE OR PROFESSION. THE ENGINEER FLRTHEFR AGREES THAT THE WOW FLOWLDE DIRECTION - -- - --
£ITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION AND ALL OTHER TRAVELED WAYS. MATER METERS MUST BE IN VEGETATION CAN BE RECYCLED. NON-RECYCLABLE
MATERIALS MAST BE TAKEN PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGLLATIO S
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 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 FNNGDEER AGEES THAT ANY PLANCEC7K OF
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS REVIEW PERFCMED BY THE
CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY PROPOSED BMP AREA •' '••' ' '•'•'•
VSTALLED. WASTE h107LZNE TOLL FREE AT (800) 7114 - 1195. FO4 711FGAI ATIM ON LANDFILLS FOR THE PLANS PREPARED By THE ENGINEER
15 NDT A OETERMDNATIONN BY THE CITY OF
AND TO ORDER PS
ER OUNTERRS CALL EDCO AT ( 750) 436- 4151. ENCINITAS OF THE TEOHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN
ES
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND NOT: ANO IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY
FOR THE PLANS 3" PVC STONMDAADN --------------- --
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND OR DESIGN
OF DPROVEM:7NTS BASED THEREON. THE ENGINEER AGREES TO DMNDFY
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE 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
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO FROM PROPERTY DAMAGE OR BODILY
DN.A.RY ARISING SOLELY FROM TFF NFGLIGFNT ACTS, 12 X12 AREA "IN �
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO PORTABLE TOILETS MAST BE IN
GOOD WORKING ORDER AND CHECKED FhEiUENT� a ERA OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS Crw .. LOYEES ACTING
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND FOP LEAKS. CONTRACTOR SHALL PROVIDE
SECONDARY CONTADNIENT AND WITHIN THE COtJ:ISE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AN[ ARISING OUT OF SUMP 6 PUMP
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE LOCATE PORTABLE TOILETS AWAY Fk0M
STOMORADN DEETS ON PERVIOUS THE WORK PEFR= BY THE ENGINEER. CONCRETE RD3BCIN GUTTER
A DEPTH OF 12 INCHES AND TEEN COMPACTED TO A MINIMUM OF 90 OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY SURFACES.
PERCENT. IT SHALL BF THE CONTRACTOR'S RESPONSIBILITY TO LINE IS. /
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ALL CONSTRUCTION DEBRIS STALL BE KEPT AWAY FROM THE STREET, GUTTER
/'/ O PRRO WED G-2 CLFV 6 CRITTER
ACCORDANCE WITH SPECIFICATIONS. 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED AND STOfMORADN. CONTRACTOR MAST ROUTINELY CHECK AND CLEAN
UP MATERIAL B
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH Y.
UNDERGROUND. THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. WILL SUITER DA TE SAWCUUT LDNE
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM
PROPOSED 4' WIDE DG TRAIL
Ski&! BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE LANDSCAPING
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONVEYED TO AN APPROVED DRAINAGE FACILITY.
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
- EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, WITH PLANS APPROVED BY THE CITY
ENGINEER. PLANS SHALL RLE Nb. 68964 ESSZq PROPOSED HADSC,APE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED VEGETATIVE COVER. JUTE MATING) MUST BE IMPLEMENTED CONFORM TO THE CITY OF ENCINITAS
GRADING ORDINANCE AN DjUSTIN '+!
OF- THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. ALL ADOPTED LANDSCAPE AND IRRIGATION
STANDARDS.
ACCORDANCE WITH THE GRADING ORDINANCE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER PASCO 06DNEERIM INC.
ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL 535 N. COAST
HIGHWAY 101 " y A STAT
16. ALL TREES, BRUSH. GRASS, AND OTHER OBJECTIONABLE MATERIAL SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST SLOPES PRIOR TO OCTOBER
1 OR IMMEDIATELY UPON COMPLETION SCLANA BEACH CA. 92074 = N0. 68964 1 3/0P
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER OF ANY SLOPES GRADED BETWEEN OCTOBER
1 AND APRIL 15. `� Exp. 12/31/09
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY PE 1670
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO S
TA N D A A D
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF WASHOUT AREAS, COVERED STORAGE AREAS FOR CIVIC
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. OVER A PERVIOUS SURFACE.
5. NO DIRECTLI CONNECTED IMPERVIOUS AREAS (DCIA) SHALL
BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND
CONVEYED VIA IM: C RVIOUS AREAS, SUCH AS ROOF, ROOF FMC MTAS FM PRO11ICZM DST• $SAN DM3CRJM WAIM DETRICr ENCEWAS PAM A MCMAIMN EWr•
Pt)KX Dwr• EXIS•TIrvG PROPOSED DRAIN, DF.IVEWAY, AND STREET. 11PERVIOUS AREA IMPERVIOUS AREA MIST ,
)WA� PEI/ BY
4,050 SF 7.920 S= 3,870 S=
q/
DATE DATE 34 TE
SIGR•ATURE EXPIRES 2 YEARS AFTER DATE
REVISIONS APPROVED DATE REFERENCES DATE BE NCMUM SCALE PLANNM BUIMM ° APPROVALS COff OF EN AS EN Q DWAR
MAUI
DESCRIPTION: PLANS PFLEP ED UNDER THE SUPERVISION OF RECOMMENDED A' APP V D SWIM PLAN FOR
�'
CITY OF ENCINITAS POINT 01042 HORIZONAL N A BY. 1� 2356 MANCI�TER AVENUE
7�J0�CJ
ENC. - 42 DATE: BY: BY:
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