2005-9289 G (Plans) 4, nr ,
s �
GRADING NOTES
NOTIFICATIONS STORMWATER POLLUTICONTROL ON CON BMP NOTES ENVIRONMENTAL NOTES: LEGAL DESCRIP'T'ION
RELATIVE TO CONSTRUCTIONACTIVITIES
` 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 55 %. PORTION OF BLOCK 87, TOGETHER WITH THOSE PORTIONS
OF 13TH,
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS UND UTILITY PIPES (EXCLUDING ANY EXISTING MAN .MADE SLOPES
'14TH, "J'', AND "K" STREETS AS SAID STREETS WERE VACATED
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS...:. 1. THE EXISTENCE AND LOCATION 0 F UNDERGROUND 1
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED SY A A ND
SEARCH OF AVAILABL R D RDS AND CLOSED TO PUBLIC USE MARCH 4, ' 1915, ALL WITHIN THE
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE E EC 0 HE BEST OF OUR 2. THE MAXIMUM VERTICAL DEPTH OF CUT ZS
10.0 FT AND THE MAXIMUM 'COLONY OF OLIVENHAIN, IN THE.CITY OF ENCINITAS, IN THE
T T
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN VERTICAL HEIGHT OF FILL
IS 13.7 FT COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
REVISIONS THEREFROM CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
STANDARD DRAWINGS. ANY CHANGES OR ON THESE PLANS HOWEVER:
ANY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO � �
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR • TO 3. A.) AVERAGE DEPTH VOLUME OF CUT (C. It.) 3.21
"
, WASH CONCRETE, SLURRY, MORTAR. STUCCO, PLASTER AND THE LIKE .INTO A.P.N 64- 60 -16
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY OF CUT AREA OF CUT (S. F.) ••
2 1
ANY EXISTING UTILITIES TIE OR STRUCTURES
THE STOAMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. ,.._
. ... MEASURES TO PROTECT A E T U I S CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION,
" NVESTIGATION. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S B.) AVERAGE DEPTH s VOLUME OF FILL (C. F.)
2.86' .. SITE ADDRESS
2. THE SOILS REPORT TITLED GEOTECHNICAL I
FOUR LOT SUBDIVISION, LONE JACK ROAD, ENCINITAS RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO CONSTRUCTION SITE ACCESS
OF FILL AREA OF FILL (S• F•)
CHNICS INCORPORATED DATED CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR NEC OF LONE JACK AD AND JACKIE
LN
CALIFORNIA PREPARED BY GEOTE .,..
N � ENCINITAS, CA 92024 -
APRIL 12, 2004 SHALL 8
E CONSIDERED AS A PART OF THIS STRUCTURES PRIOR TO ANY EXCAVATION, FOP VERIFICATION A ND A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE
FOR VEHICLES
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF '
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I �
' • `
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED WORK: NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OA CORRUGATED STEEL,
OR
IN SAID REPORT. PA NELS / PLATES.
A. SEWERS CSD (800) 422 -4133 - DIG ALERT
' BRUCE WIEGAND
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE A PPROVAL OF CONSTRUCTION VEHICLES OWNER S CERTIFICATE
WIEGAND/ NEGLIA CORP.
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS G E LECTRIC SOG6E ( 800 ) 422 -4133 - DIG ALERT
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED
APPROVALS AND PERMITS FOR THESE • SHALL BE REQUIRED IN C. WATER - OMWD (800) 422 -4133 - DIG ALERT FOR CONSTRUCTION VEHICLES PARKING,
VEHICLE REFUELING, AND ROUTINE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO '
CONJUNCTION WITH IMPROVEMENT PLANS. _ - EQUIPMENT ,MAINTENANCE, ALL MAJOR REPAIRS SHALL BE MADE OFF -S. D. TELEPHONE SBC (8.00)
422 4133 DIG ALERT TE. THESE PLANS. , ESTIMATED EARTHWORK
Q UAN=S
. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE IT IS FURTHER AGREED A (DEVELOPER) SHALL HAVE A
- , T HAT THE OWNER (DE 7.300
E. CABLE TV - COX (800) 422 -4133 - DIG ALERT EROSION CONTROL CUBIC YARDS EXCAVATION (CUT)
GRADING. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 500 CUBIC YARDS EMBANKMENT 6, FILL
ADDITIONS 0 (FILL
'S OFFICE 48 EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
A T THESE PLANS WHICH THE CITY ENGINEER DETERMINES
CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. .CONTRACTOR SHALL NOTIFY THE CITY ENGINEER ARE NECESSARY FOR AND DESIRABLE
FOR THE PROPER COMPLETION OF 800 CUBIC YARDS EXCAVATION ( EXPORT)
5 • SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING N ( T)
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. THE IMPROVEMENTS.
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 -2770. GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
45,000 CUBIC YARDS REMEDIAL GRADING,
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR � ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
A SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED NO EXCAVATION AND GRADING ACTIVITIES
ARE ALLOWED DURING WET WEATHER.
6. - THE DEVELOPE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE � , � TRENCH VOLUMES OR ANY OVEREXCAVATION,
IF
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE - WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION, REQUIRED BY SITE CONDITIONS
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND
THE
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION
OR A LICENSED LAND SURVEYOR. AND STABILITY OF THE SITE.
- USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
' ARE CORRECT,PRIOR TO .COMMENCEMENT OF WORK,. ,
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SOILS ENGIlOER S CERTIFICATE
a REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE �i0 - •v,5`
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
' PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL EARTHWORK QUANTITIES ARE ESTIMATED FOR
,
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND I M A�"1 C0 A. FAGAfJ A REGISTERED CIVIL ENGINEER IN THE STATE OF BRUCE WIEGAND DATE
PERMIT PURPOSES ONLY. (CALCULATED ON A
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL THEY HE LP DECREASE EROSION. WIEGAND/ NEGLI CORP.
THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
REGULATIONS. UNNECESSARILY,
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 760 GARDEN VIEW CT, SUITE 200 - ,. DUE TO
SHRINKAGE OR SWELL. FACTORS),_
T WITHIN TH S SI E WAS MADE BY ME OR UNDER MY ENCINITAS, CA 92024
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112)
CONDITIONS PREVALENT - TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
DIRECTION BETWEEN THE DATES 3 8 AND Il /'2 /0l , ONE COMPLETE
DIAEC � IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY _
DETERMINED. REFER TO SOILS REPORT FOP REMOVAL
CONDUCTED BETWEEN THE HOURS OF 5.30 P.M. AND 7.30 A.M. BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO
RECOMMENDATIONS,•HAS BEEN SUBMITTED TO THE FF CE OF THE CITY AND RECOMPACTION DEPTHS. -
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ENGINEER, ALONG WITH UPDATE LETTER DATED $1 FURTHERMORE. I SHIELD AND BIND THE SOIL
.
NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND '
9. AE COMMENDATIONS INCLUDED IN THE. SOILS REPORT FOR THIS PAOJ6CT HAVE
G AS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE GRADING ACTIVITIES APE COMPLETE.
MEETIN H BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
Y INSPECTOR CIVIL ENGINEER, SOILS ENGINEER, ..
PRESENT. CITY ,�... _, .
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
GRA DING CONTRACTOR AND PEAMITTEE. THE PREGRADE MEETING ,
CITY AT LEAST 48 HOURS IN LEGEND
SHALL BE SCHEDULED WITH THE SIGNED: � 4ti•� --.
ADVANCE BY CALLING (760) 633- 2770.
. ��� ON -SITE CONSTRUCTION MATERIAL STORAGE _
9 ?..
C 0.. .5�2�/8
A E N Q ESS Pd S.D.R.S.D. _ .SAN DIEGO REGIONAL • STANDARD
•- STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE RD DRAWINGS. ,
CONSTRUCTION MATERIALS TO ANY hai
10. PRIOR TO HAULING DIRT OR W A,
� � PIL AGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL
PROPOSED CONSTRUCTION SITE WITHIN THIS PA oii ven
PR OJECT THE OS
AND S PILLAGE .
�2�3i1 ,� y
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE
EXP. DATE. � „ � ' STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT vie Monte verg
PROPERTY BOUNDARY � � � � •
e
GINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER a '�4�
FOR ALL FUEL STORED ON -SITE. `�
CITY EN CORPORA TED C;5 ftle u. Dove l ]Icw
GEOTECHNICS IN • Ranch Rd PROPOSED CONTOURS 5
PLY WITH ALL CONDITIONS AND REQUIREMENTS THE �_ c os �
SHALL NOM 245 ACITIVITY ROAD SUITE 103
25
9 -
� ExA� «�� ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON SITE. � 31te CITY ENGINEER MAY IMPOSE WITH REGARDS
TO THE HAULING IEGO CA 92 26
SAND 1 STOCKPILES MAY INCLUDE SOIL. PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
4 _ CMS � W EXISTING CONTOURS
.OPERA
(858) 536 1000 `q Q` BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER '
OF THE WORK UNDER THE GRADING
UPON FINAL COMPLETION
FLOWS AND STOAMDAAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
co,� PROPOSED EASEMENT -- - .
1 ! . PROJECT N0. 0007 - 013 -00 , WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT g
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL
_ 4 BARRIER AROUND THE PERIMETER AT ALL TIMES.
RELEASE OF SECURITY, AND AS GRADED CERTIFICATION SHALL BE
' Enc'�ttes 9lvd• ; �t PROPOSED PAD ,
PR OVIDED STATING: "THE GRADING UNDER PERMIT NO. 9289 -G ,
HA SPECIAL NOTE I
HAS BEEN PERFORMED I
N SUBSTANTIAL CONFORMANCE WITH THE NPDES STATE MENT
R
APPROVED GRADING PLAN 0 AS SHOWN ON THE ATTACHED TRAINING
EXISTING EDGE OF PAVEMENT : ,
AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE WDID NO. 9 37C333038 ,
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES
CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
SUCH GRADING OPERATION. DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF
ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS CENTERLINE -
RO ORDER NO. 99 -O8 -DWG STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
STATE WATER RESOURCES CONTROL BOARD (SWAG ) , '- '
E VED AND TESTED BY A QUALIFIED N. P. D. E. S. GERNERAL PERMIT NO. CAS000002) , WASTE DISCHARGE SHALL BE AVAILABLE TO EVERYONE WORKING ON
SITE. THE PROPERTY 2,1 FILL SLOPE MAX.
12. ALL GRADING SHALL BE E R A ( OWNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES.
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM
2:1 CUT SLOPE MAX
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL WATER POLLUTION PREVENTION, PLAN (SWPPP) AND A MONITORING PROGRAM
WASTE MANAGEMENT
..
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH TH E "
COMPLETE AND ACCURATE i
.COMMENCEMENT OF GRADING ACTIVITIES AND A C , � � EXISTING WATER MAIN �' R ---W - -W
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF -_
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
GRADING OPERATIONS HE SHALL S TATE THAT OBSERVATIONS AND NOTICE OF INTENT NOI) WILL BE FILED WITH THE SWRCB. A COPY OF
'
5 S --
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT THIS PROJECT SHALL BE FILED WITH CITY OF ENCINITAS WHEN RECEIVED,' AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE EXISTING WATER MAIN
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE FURTHER A COPY OF THE COMPLETED N0I FROM THE SWRCB SHOWINF THE PRODUCTS ON THE GROUND, WHERE
WATER CAN CARRY THEM INTO THE T� C �Trr/� M
W THE CITY OF CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. PROPOSED SEWER SERVICE V 1 u V 11 1 ,
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED W
-OS
EXCAVATIONS ARE ACCEPTABLE FOR ENCINITAS WHEN RECEIVED.
AND THAT ALL EMBANKMENTS AND EXC NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER.
_ (T. B. #1147 -D6) NTS PROPOSED WATER SERVICE (SDRSD W -1) . W
THEIR INTENDED USE. ---�
BEAMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL
IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER (S) OF ANY W/ CATHODIC PROTECTION
STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. ..
13. THE CONTRACTOR SHALL P ROPERLY GRADE ALL EXCAVATED PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT ND. 92B9
'
_ _ DUMPSTEA LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
FACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING AND BY SWRCB ORDER NO. 99 08 DWG, AND ANY SUBSEQUENT AMENDMENTS
LIMITS OF GRADING vi w
SURFACE
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID - THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH. IN LIDS SHALL BE PLACED WITHIN
STRUCTURES WITH IMPERVIOUS ROOFING OR
SECTION C. 7 OF SWRCB ORDER NO. 99 -08 -DWG. COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH ,S OF ENGINEER OF
WORK
DAMAGE TO ADJOINING PROPERTIES OR TO FI NISHED WORK ON THE S
. SITE AND SHALL TAKE REMED MEASURES TO PREVENT EROSION MATERIAL. DRAINAGE DIRECTION
OF FRESHLY GRADED AREAS UNTIL THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SUCH TIME AS PERMANENT IT SHALL ALSO BE THE CONTRACTOR S RESPONSIBILITY TO BE FAMILIAR '
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER BASED PAINTS: SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
PRACTICES DF -THE PROPOSED AC PAVEMENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN WITH AND IMPLEMENT REQUIREMENTS OUTLINE WITHIN THE CALIFORNIA -
` -• ° °- -- - `
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES
THAT THE WORK
INSTALLED. COASTAL COMMISSION COASTAL PERMI N0. 00 -251 VEGETATION CAN BE RECYCLED. NON -RECY ABLE MATERIALS MUST BE TAKEN
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS `' PROPOSED 4" PVC DRAIN PIPE
- ,= _ _ = _ _ _ _ _
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND ENCINITAS TOWN CENTER ASSOCIATES II, LLC
TO AN APPROPRIATE LANDFILL OR DISPOSED 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 HAZAPD06S MATERIAL, CALL THE HAZARDOUS REVIEW PEAFOMED BY THE CITY{ OF ENCINITAS IN ITS CAPACITY
AS A PUBLIC ENTITY P "
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
WASTE HOTLINE TOLL FREE AT (809) 711 1195. FOR INFORMATION ON LANDFILLS FOR THE PLANS PREPARED BY THE ENGINEER IS NOT
A `DETERMINATION BY THE CITY OF PRO OSED 12 PVC DRAIN PIPE
AND TO ORDER DUMPSTERS CALL EDCO AV (760) 436 -4151. ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR
DESIGN,
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE By. DATE: �" O�� PROPOSED 18 ,. PVC DRAIN PIPE
-
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY
FOR THE PLANS
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM SAUCE WIEGAN POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY PROPOSED "C -2" MASONRY PET. WALLS SORSD
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO WIEGAND/ NEGLI CORP. RECYCLING RECEPTACLES AROUND THE SITE. AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
S AND THEN COMPACTED TO A MINIMUM OF 90 FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
"'
A DEPTH OF 12 INCHES ,.; ES FOR LEAKS. 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, SPRE D, WATER AND COMPACT THE FILL IN STRICT PROPOSED` MODIFIED TYPE 'F CATCH BASIN
PERCENT. SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOT CONTRACTOR SHALL PROVIDE SECONDAW CONTAINMENT
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GRADVVGNOTES NOTMCATIONS
STORMWA TER POLLUTION CONTROL PMP NOTES ENWRONMENTAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS LEGAL DESC ON
RELAT.TVE TO CONS UCTION AC S
1. THE EXISTENCE AND LOCATION OF UNDERGRO UTILITY PIPES 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 55% PORTION
OF BLOCK 87, TOGETHER WITH THOSE PORTIONS OF 13TH,
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS,�� AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A ; (EXCLUDING
ANY EXISTING MAN MADE SLOPES) 14TH . "J STREETS AS SAID STREETS WERE VACATED
C ONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONCRETE WASHOUT (EXCLUDING
CLOSED TO PUBLIC USE MARCH 4, 1915, ALL WITHIN THE
AND
C ITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 2. THE MAXIMUM VERTICAL
DEPTH OF CUT IS 10.0 FT AND THE MAXIMUM COLONY OF OLIVENHAIN, IN THE CITY OF ENCINITAS, IN THE
ST ANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED ATE'
VERTICAL HEIGHT OF FILL IS 13.7 FT
HALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
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 3. A. ) AVERAGE DEPTH = VOLUME OF CUT (C. F. 3.21 '
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. OF CUT AREA
OF CUT (S. F. A•.P•�N.: 264 -- 160--16
2. THE SOILS REPORT TITLED "GEOTECHNICAL TI`ON,. LOCATED A T THE WORK SITE. I T IS THE CONTRACTOR'S CONTRACTOR SHALL POST A SIGN DESIGNATING THE
WASHOUT LOCATION.
FOUR LOT SUBDIVISION, LONE JACK ROAD, - `ENCINITAS, RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO B.) AVERAGE DEPTH VOLUME
OF FILL (C. F.) = 2.86 SITE ADDRESS
CALIFORNIA" PREPARED BY GEOTECHNICS INCOAPORA DATED CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR CONS TRUCTION SITE ACCESS OF FILL
AREA OF FILL (S. F. )
APRIL 12, 2004 SHALL BE CONSIDERED AS A PART OF THIS STRUCTURES PRIOR TO ANY EXCAVATION. FOR VERIFICATION AND A STABILIZED
NEC OF LONE JACK RD AND JACKIE LN
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF CONSTRUCTION SITE ACCESS SHALL BE
PROVIDE FOR VEHICLES ENCINITAS, CA 92024
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED WORK. EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I
IN SAID REPORT. NCLUDE USING MATERIAL SUCH AS GRAVEL ANQ /Ofd CORRUGATED STEEL �PANELS/PLATES.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF A. SEWERS - CSD (800) 422 -4133 - DIG ALERT
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT --CONSTRUCTION VEHICLES
OWNER'S CER I I Fl BRUCE WIEGAND
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE A SPECIFIC AREA AW
APPROVALS AND PERMITS FOP THESE SHALL BE REQUIRED IN C. WATER - OMWO (800) 422 -4133 - DIG ALERT AY FROM' GUTTERS AND STORI RAIN
SHALL BE DESIGNATED WIEGAND/ NEGL IA CORRP.
CONJUNCTION WITH IMPROVEMENT PLANS. FOR CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING, AND ROUTINE IT IS AGREED THAT FIELD CONDITIONS
MAY REQUIRE CHANGES
D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF - SITE. THESE PLANS. TO
d . WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE ��
ADING. E. CABLE TV - COX (800) 422 -4133 - DIG ALERT EROSION CONTROL" IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)
SHALL HAVE A _ ES 7rfMAiTED E AR Q UANTIAMS
REGISTERED CIVIL ENGIIN EER MAKE SUCH CHANGES, ALTERATIONS OR 7, 300 CUBIC YARDS EXCAVATION (CUT)
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 EROSION CONTROL MUST SE PROVIDED
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER 6, 500 CUBIC YARDS EMBANKMENT (FILL)
FOR ALL EROSIVE StJF�FA CES . SLOPED EER DETERMINES
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. SURFACES ESPECIALLY SHALL BE PROTECTED
AGAINST EROSION BY INSTALLING ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
. THE IMPROVEMENTS.
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
800 CUBIC YARDS EXCAVATION (EXPORT)
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 -2770
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR GPOUND COVER VEGETATION, AND BONDED FIBER MATRIX. 45, 000
CUBIC YARDS REMEDIAL GRADING
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED NO EXCAVATION AND GRADING
ACTIVITIES ARE ALLOWED DURING NET WEATHER I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR ff ESTIMATE
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE - WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO GEOLOGIST HAS BEEN OR WILL
BE RETAINED TO S DOES NOT INCLUDE EXCAVATION, UTILITY
UPERVISE TRENCH VOLUMES OR ANY OVEREXCAVATION, IF
E STABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. DTVEASION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND
THE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION REQUI
L PROTECT CHANNELS AGAINST EROSION
BY SITE
CONDITIONS
OR A LICENSED LAND SURVEYOR. CONSTRUCTION SITE. CONTRACTOR SHALL AND STABILITY OF THE SITE.
A
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SO ENGl1''VEER'S C..� RTTFICA ARE CORRECT PRIOR TO COMMENCEMENT
OF WORK. USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. CONTRACTOR SH SATISFY SELF THAT ESTIMATES I-I S AFETY DEVICES, INCLUDING
SHORING, AND SHALL BE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND I, M ATTNEw A.,�FAGA+� A REGISTERED CIVIL ENGINEER IN THE STATE OF PROJECTS SHALL BE CONDUCTED
IN PHASES TO AVOID UNNECESSARY REMOVAL - EARTHWORK
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND BRUCE WIEGAND QUANTITIES ARE ESTIMATED FOR
REGULATIONS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR
SHRUBS DATE PERMIT PURPOSES ONLY. (CALCULATED ON A
MECHANICS HEREBY UMNECESSARIL Y• THEY H WIEGAND NE I COCA
CERTIFY T HELP DECREASE C /
THAT A CEASE R
SAMPLING AND STUDY OF THE SOIL EROSION. _ THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
CONDITIONS PREVALENT WITHIN TH S SITE WAS MADE BY ME OR UNDER MY 760 GARDEN VIEW CT, SUITE 200 DUE TO SHRINKAGE
OR SWELL FACTORS) .
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) DIRECTION BETWEEN THE DATES � AND 1 04/01 ONE COMPLETE TEARY VEGETATION MUST BE PLANTED
ON SLOPES OR h ERE CONSTRUCTI ENCINITAS, CA 92024
MILE OF A STRUCTURE FDA HUMAN OCCUPANCY SHALL NOT BE Z'1N
CONDUCTED BETWEEN THE HOURS OF 5:30 P. OR ON SA TURDA YS, SUNDAYS AND CITY REC OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY IS
NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE
O AND 7: GNIZED H OL A.M. IDA YS . ,RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE FF CE OF THE CITY BE PREVENTED BY PLANTING FAST - GROWING
ANNUAL AND PERENNIAL GRASSES TO DETERMINED. REFER TO SOILS REPORT FOR REMOVAL
ENGINEER, ALONG WITH UPDATE LETTER DATED _312 FURTHERMORE, I SHIELD AND BIND THE SOIL. AND RECOMPA C TI
ON
DEPTHS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PAEGAADING HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
MEETING HAS BEEN HELD ONSI TE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE PLANT PERMANENT VEGETATION
AS SOON AS POSSIBLE, ONCE EXCAVATION AND �.
PRESENT: CITY INSPEC CIVIL ENGINEER, SOILS ENGI NEER,
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. GRADING ACTIVITIES ARE COMPLETE. �
.u
GRADING CONTRACTOR AND PEAMITTEE. THE PREGRADE MEETING *' WATER USAGE FOR DUST C S ALL BE MINIMIZED.
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED:
ADVANCE BY CALLING (760) 633 -2770. ON-SITE CONSTRUCTION MATERIAL STORAGE
LEGEI�M
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ACE NO.: ,572�8 4,s OR tiE�
ST
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE ` t; o �.,� ORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO P'F�E`VENT SEEPAGE
' S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
DEV EXP. DATE: 1Z 3i OS �c �* AND SPILLAGE. CONTRACTOR SHALL STO o -
ELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE �• RE THESE PRODUCTS WHERE THEY WILL oli
0 �► STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT Via �'& "WI QTY BOUND
C ITY ENGINEER FOP THE PROPOSED HAUL ROUTE. THE DEVELOPER GEOTECHNICS INCOAPOAATEO t4! FOR ALL FUEL STORED ON -SITE.
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE � * � �ls � �� �liow
CITY ENGINEER MAY IMPOSE WITH REGARDS T 0 THE HAULING 9245 A C I T I V I T Y R OA D� SUITE 103 � �."!�� �� ELIMINATE' LIG'E POLLUTION OF STORMWA
a '�h �• PROPOSED CONTOURS 255
TER FROM STOCKPILES KEPT ON - SITE. U It
OPERATION. (858) 536- 100092126 . ✓ STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE AGGREGAT
BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER EXISTING CONTOURS
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
�
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL PROJECT NO. 0007 - 013 -00 MEASURES AND PROVIDED WITH A TEMPORARY
�
WITH SOIL STABILIZATION MEASURES PROPOS
SEDIMENT ED EASEMENT
R ELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE Ei
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 9289 -G BARRIER AROUND THE PERIMETER AT ALL TIMES. E fnf c�,71„�
�1
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE NPDES STATEMENT /SPECIAL NOTE _� ®1,�. PAD
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED T NING
AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE WDID NO: 9 37C333038 EXISTING EDGE OF PAVENE1VT
,--
_�_.
D ATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES CONTRACTORS' EMPLOYEES WHO Pt "I CON STRUCTION IN THE CITY OF
SUCH GRADING OPERATION. b �p
DEVEL OPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF ENCINITAS SHALL BE TRA INED TO FAMILIAR WITH THE CITY OF ENCINITAS
CENTERL
12. ALL GRADING SHALL BE OSSEA�k" A TESTED BY A QUALIFIED STATE WATER RESOURCES CONTROL BOARD (SWACB) ORDER NO. 99 -OB -DWG STORMWATER POLLUTION
CONTROL REQUIREMENTS. THESE BMP NOTES
(N. P. D. E. S. GERNERAL PERMIT NO. CAS000002) , WASTE DISCHARGE SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
2:1 FILL SLOPE MAX.
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH OWNER (S) AND THE PRIME
CONTRACTOR MUST INFORM SUBCONTRACTORS
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES.
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM
2:1 CUT SLOPE MAX.
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE WASTE MANAGEMENT
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND AC CURA T E
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND NOTICE OF INTENT (NOI) WILL BE FILED WITH THE SWACB. A COPY OF CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERLY DISPOSING OF A LL WASTE EXISTING WATER MAIN �..-w.__ v
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT THIS PROJECT SHALL BE FILED WITH CITY OF ENCINITAS WHEN RECEIVED, AND UNUSED CONSTRUCTION MATERIALS.
DUMPING OF UNUSED OR WASTE
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWINF THE PRODUCTS ON THE GROUND, INHERE
WATER CAN CARRY THEM INTO THE EXISTING WATER MAIN -S s..-
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED.
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR ENCINITAS WHEN RECEIVED. W M"
QED SEWER SERVICE S
THEIR INTENDED USE. NO SEEPAGE FROM MPSTERS SHALL BE DISCHARGED INTO STOAMWATEA.
IN ADDI TION4 THE UNDERSIGNED AND SUBSEQUENT OWNER (S) OF ANY BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL
(T. B. # 1147 -D6) NTS PROPOSED WATER SERVICE (SDRSO W -1) W
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 9289 -G, STORM RUNOFF. DLWSTERS
SHALL BE CHECKS -
D FREQUENTL- Y. FOR LEAKS. W/ CATHODIC PROTECTION
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING AND BY SWRCB ORDER NO. 99 -08 -DWG, AND ANY SUBSEQUENT AMENDMENTS DUMPSTER LIDS SHALL REMAIN
CLOSED AT ALL TIMES. DUMPS,TERS WITHOUT
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR LIMITS _
I S ( GRADING
D AMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SECTION C. 7 OF SWRCB ORDER ND. 99 -08 -DWG. COVERED WITH TARPS IN ORDER TO AVOID
RAIN CONTACT WITH ANY TRASH
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION MATERIAL . STATE�?ENT OF EN'GlNEER OF WORK
DRAINAGE DIRECTION ......�.�.....
ESHL Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT IT SHALL ALSO 8E THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER IBM...
D RAINAGE AND EROSION CONTROL MEASURES HAVE BEEN WITH AND IMPLEMENT REQUIREMENTS OUTLINE WITHIN THE CALIFORNIA MANY CONSTRUCTION MATERIALS, Il'VCl.tJDI1VG
SOLVENTS, WATER -BASED PAINTS,
I NSTALLED.
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, W000, AND CLEARED
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
COASTAL COMMISSION COASTAL PERMIT N0. 00 -251 PROPOSED AC PAVEMENT
VEGETATION CAN BE RECYCLED. NON-RE ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
S . -. •- -- -- -- - -- -.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND ENCINITAS TOWN CENTER ASSOCIATES II, LLC TO AN APPROPRIATE LANDFILL OR DISPOSED
MA TERIALS MUST BE TAKEN OF' PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS PROPOSED 4" PVC DRAIN PIPE
AS HAZARDOUS WASTE: FOR
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD INFORMATION ON DISPOSAL OF HAZAPOWS MATERIAL, CALL THE HAZARDOUS REQUIRED p BY THE CITY
OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE WASTE HOTLINE TOLL FREE AT (80Q) 711 1195. FOR INFORMATION ON LANDFILLS
FOR ERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY PROPOSED 12" PVC DRAIN PIPE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE BY: AND TO ORDER DUMPSTERS CALL EDCO A (7601 436 -4151.
REV PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL DATE: "�O" -'o.� ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY
OF THE PLANS OR DESIGN "
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM BRUCE WIEGAN / POLLUTANTS SHALL BE KEPT AND IT THEREFORE DOES NOT RELIEVE
THE ENGINEER OF RESPONSIBIIITY FOR THE PANS PROPOSED 18 PVC DRAIN PIPE -
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO WIEGAND/ NEGLIA CORP. OFF EXPOSED SURFACES. PLACE TRASH CANS AND T
.
RECYCLING RECEPTACLES AROUN OR DESIGN OF IMPROVEMENTS BASED THEREON
D THE SITE. HE ENGINEER AGREES TO INDEMNIFY-2" MASONRY AST. WALLS (SDRSD)
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 AND PR OPOSED "C
HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
PERCENT. I T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PORTABLE TOILETS MUST BE IN GOAD WORKING ORDER 'AND CHECKED FREQUErITLY ERROR
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS;
"
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT NOTES FOR LEAKS. CONTRACTOR SHALL PROVIDE CONTAINMENT AND S, OR OMISSIONS
OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING PROPOSED MODIFIED TYPE "F CATCH BASIN
SECONDAF�'4' ® i
ACCORDANCE WITH SPECIFICATIONS. LOCATE PORTABLE TOILETS AWAY FROM STORMDR IN INLETS ON PERVIOUS WITHIN THE COURSE AND SCOPE OF
SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF "
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH CONSTRUCTION MATERIALS:
SURFACES. THE WORK PERFORMED BY THE ENGINEER. PROPOSED TYPE 'G -4 CURB & GUTTER
PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE ALL CO
TO THE SATISFACTION OF THE FIR
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS DEBRIS SHALL BE A T AWAY FROM THE STREET, GUTTER, PROPOSED
ROCK - LINED DIT CH
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED ALL CONST RUCT I
E DEPARTME . CONTRACTOR MUST ROUTINELY CHECK 2
THAT
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE NT ' MAY HAVE TRAVELED AWAY FROM CONSTRU AND CLEAN UP MATERIAL BY /4/� pro
S 0 PROPOSED GRASS -LINED
CTION SITE. .S' DITCH
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 1 • ALL WET AND DRY UTILI SHALL BE INSTALLED AND APPROVED WAYNE PA 0 DATE
BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY.
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER RCE No. 29577 prq C
2 . AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PRO POSED CUT/ FILL LINE ,_._,....,_�
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE PERMANENT ALL WEATHER SURFACE FOR
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED PLACE TO PROVIDE A (SEE DWG. NO. 9289 I)
PASCD ENGINEERING INC. FES PROPOSED SAW" L � � F
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE POUNDED IN EMERGENCY VEHICLES. 535 N. QFt� SION L I NE
3. ALL FIRE HYDRANTS SHALL BE INSTALLED, . IN SERVICE, AND COAST HIGHWAY 101
SOLANA BEACH CA, 92074 Q A. A 41
ACCORDANCE WITH THE GRADING ORDINANCE.
ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER �Q E s�
16.
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